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HomeMy WebLinkAbout03-09-2004 Agenda PacketNL1aygr: S. Scott Vandergrift Cit�,� �'lana er Ji.ri Gleason PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA March 9, 2004 CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Cali and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held January 13, 2004 III. OLD BUSINESS None IV. NEW BUSINESS A. Maguire Road Pump Station — Project # AR-04-02-15 a. Annexation b. Initial Zoning c. Public Use B. Villas at Woodsmere -- Project # CP-01-01-04 a. Conceptual Plan C. Ingram Estates — Project # AX-03-12-13 a. Annexation b. Initial Zoning D. ForestBrooke — Project # LS-03-003 a. Final Subdivision Plan, Phase 3 E. Ocoee Commons PUD — Project # AP-02-02-01 a. Final Subdivision Plan V. MISCELLANEOUS A. Project Status Report B. March Calendar VI. ADJOURNMENT Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 7:00 PM (Public Hearing) (Public Hearing) (Public Hearing) O:\P & Z\Agendas\2004\March 9, 2004 P & Z Agenda.doc ake Zoning meetings t in the unless otherwise advertised. peason whohdeseesrto appeal any y of every month at ti rr any decision on at th s m eg wll n ed a Ocoee NOTE: Regular Planning and cord Commission Chambers in City H ony and of the proceedings and for this purpose may need ensure that a verbatim record artici at the hear discuswhich regarding ng armatter whichnwill come evidence upon which the appeal is based. More thann one Commissioner may p p needing before the commission for action. Also the Office of the ICityth lClerkorida S150eNorth Lakeshore Drie286.26: Persons with a'O coee,sFL 34761a(407) 905-3105,E 48 hours cipate in in of these proceedings should co advance of the meeting. City of Ocoee - 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 • www.ci.ocoec.f].us THE MINUTES OF THE PLANNING AND ZONING COMMISSION REGULAR MEETING HELD TUESDAY, JANUARY 13, 2004 AS LOCAL PLANNING AGENCY CALL TO ORDER Chairman Golden called the meeting to order at 7:00 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Golden, Vice -Chairman McKey, Members Campbell, Keller, Sikora, Sills, and West. Also present were Community Development Director Wagner, Senior Planner Willman, Assistant City Attorney Cookson, and Deputy City Clerk Maxwell. ABSENT: Members Riffe and Rhodus, who were excused. CONSENT AGENDA The consent agenda consisted of approval of Item A: A. Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, December 9, 2003. Member Keller, seconded by Member West, moved to accept the Consent Agenda as presented. Motion carried unanimously. NEW BUSINESS POER PROPERTY -ANNEXATION ORDINANCE NO.2004-01 (Case No. AX-03-12-14) ELEVENTH AMENDMENT TO THE JPA AGREEMENT (CASE NO. JPA-03-008) Senior Planner Willman presented the Staff Report for the proposed Annexation for the Poer Property and the Eleventh Amendment to the Joint Planning Area (JPA) Agreement for the Poer Property and the Richardson Property. The +/-29.25 acre parcel known as the Poer Property is located south of the Ocoee Crown Point PUD and west of the West Orange Trail. The proposed property is vacant, and historically a significant portion of the site was used for agricultural activities including citrus farming. The Poer Property was recently purchased by the City because the property offers an excellent opportunity to expand the City's land holdings as part of the Ocoee Crown Point PUD. Incorporating this land into the PUD is important to the overall development of residential property in the PUD, by increasing the number of single-family units by up to 115 lots. Given the reasonable purchase price of the property compared to its potential sales price, the City acquired the site in expectation of realizing a significant return, which will help pay down the original acquisition price of the Coke Property and help with infrastructure costs. Planning and Zoning Commission Regular Meeting January 13, 2004 The Poer Property is currently outside the City limits and outside of the Ocoee/Orange County JPA. Before it can be added to the Ocoee Crown Point PUD, the property must be annexed and moved from the Winter Garden/Orange County JPA to the Ocoee/Orange County JPA. Annexation of the Poer Property will be subject to approval of an Amendment to the JPA Agreement, which is the eleventh Amendment to date. The Eleventh Amendment will also include the Richardson Property, which in not within any JPA at this time. The +/- 14.11- acre Richardson Property is located southeast of the Poer Property, between East Crown Point Road and the West Orange Trail. Adding this parcel to the JPA would assure the integrity of any new development at that location, which is the entrance to Ocoee Crown Point PUD. As a requirement of the JPA Agreement, the City has completed an Annexation Feasibility and Public Facilities Analysis report as a component of the annexation procedure. Staff has determined that the full range of urban services can be provided. State annexation criteria grants municipalities the authority to annex contiguous, compact, non - circuitous territory so long as it does not create an enclave. The proposed annexation of the Poer Property is consistent with State and local regulations. Because the Poer Property is not located within the JPA, approval of an amendment to the JPA Agreement is required before the annexation can be effective. The Eleventh Amendment to the JPA Agreement would amend the JPA boundary to include the Poer Property and Richardson Property and establish a JPA land use designation for both parcels as Low Density Residential. City Staff has met with Winter Garden staff to discuss JPA boundary issues, including this proposal to remove the Poer Property from the Winter Garden JPA to be places within the Ocoee JPA. Subsequently, the City has received a letter stating that Winter Garden concurs with this proposal. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION On January 6, 2004, the Development Review Committee (DRC) met to determine if the proposed annexation and JPA Amendment were consistent with the City's regulations and policies. The DRC voted unanimously to recommend approval for annexation of the Poer Property and approval of the Eleventh Amendment to the Ocoee -Orange County Joint Planning Area Agreement for the Poer Property and Richardson Property. Planning and Zoning Commission Regular Meeting January 13, 2004 STAFF RECOMMENDATION Based on the recommendation of DRC, staff respectfully recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend that the Mayor and City Commission: 1. Approve the Eleventh Amendment to the Joint Planning Area (JPA) Agreement, amending the boundary to include the Poer Property and Richardson Property, and establishing a land use designation for both parcels as "Low Density Residential" on the JPA Land Use Map; and 2. Approve Ordinance No. 2004-01 to annex the Poer Property, subject to the County's approval of the Eleventh Amendment to the JPA Agreement. The public hearing was opened. Beverly Willis, 1779 Americus Minor Drive, Winter Garden, stated her property is located south of the property in question and she has concerns regarding drainage features and wants to make sure there is no impact of drainage onto her property. Mrs. Willis further stated she would like to be included in any consideration regarding storm water/drainage plans. Community Development Director Wagner responded throughout the hearing to questions and concerns to assure adjoining property owners that the City would resolve their concerns when development plans are prepared. Ron Whitehead, 1032 Woodson Hammock Circle, Winter Garden, stated he would like to see a "buffer" backing up to his subdivision due to the wildlife and drainage issues. Gus Pickett, 1106 Juniper Hammock Court, Winter Garden, stated he does not want the area in question to be developed but if the area is to be developed he is requesting that a "buffer" be put in place. Don Miller, 1073 Woodson Hammock Circle, Winter Garden, stated he is not against developing the area but he, as well as the others that spoke, has drainage concerns due to the fact that there are already drainage problems in the area. The public hearing was closed. 3 Planning and Zoning Commission Regular Meeting January 13, 2004 Member Keller, seconded by Member Campbell, moved that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend approval of the Eleventh Amendment to the Joint Planning Area Agreement, amending the boundary to include the Poer Property and Richardson Property, and establishing a land use designation for both parcels as "Low Density Residential" on the JPA Land Use Map. Motion carried unanimously. Vice -Chairman McKey, seconded by Member Keller, moved that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend approval of Ordinance No. 2004- 01 to annex the Poer Property, subject to the County's approval of the Eleventh Amendment to the JPA Agreement. Motion carried unanimously. OTHER BUSINESS - NONE COMMENTS ADJOURNMENT The meeting was adjourned at 7:35 p.m. Attest: Brenda Brasher, Deputy City Clerk APPROVED: mes Golden, Chairman ITEM NUMBER IV. A Maguire Road Pump Station Project # AR-04-02-15 a.) Annexation b.) Initial Zoning c.) Public Use May S. Scott Vandergrift City Manager Jim Gleason r Pntex of Good I. _ STAFF REPORT To: Planning & Zoning Commissioners From: Terry L. James, Principal Planner Through: Russ Wagner, Community Development Director Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 Date: March 5, 2004 Subject: Ocoee Reclaimed Water Booster Pumping Facility Annexation, Initial Zoning & Public Use/Essential Services Case #: AX 04-02-15 BACKGROUND: Parcel Identification Number: 31-22-28-0000-00-025 Property Size: 0.666 acres General Location: The address of the subject property is 932 Maguire Road, just % mile north of the intersection of Maguire and Moore -Roberson Roads on the west side of the roadway. Actual land use proposed land use & unique features of the subject property: The property has a vacant single story residence with a carport and two sheds at the rear portion of the property. The City of Ocoee as the property owner and the applicant wishes to build a reclaimed water booster pump station to enhance the use of reclaimed water for irrigation. In addition to the pump station, the rear portion of the site will be used for a reuse water storage tank to be constructed in the future. Both the booster pump facility and the storage tank use are defined as an "essential service(s)" under Subsection 5-7 A. of the Ocoee Land Development Code. There are no unique features of the property. The future land use & requested initial zoning classification of the subiect property: CURRENT PROPOSED Jurisdiction/Future Land Orange Cnty. JPA Land Use/ City of Ocoee/ Professional Use Classification Professional Offices & Services Offices & Services Jurisdiction/Zoning Orange County/Citrus Rural City of Ocoee/ Professional Classification Offices & Services P-S) City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us Ocoee Reclaimed Water Booster Pump station AX-04-02-15 Page 2of3 The current future land use and zoning classifications of the surrounding properties: RRENT FUTURE LAND USE CURRENT ZONING /Professional Offices & Services Ocoee/Commercial Ocoee/Professional OfficesOcoee/Professional e County/Professional Offices & Services Ocoee/Professional Offices & Services Ocoee/PUD-Commercial Offices &Services Orange County/Citrus Rural WE The subject property is designated `Professional Offices & Services" on the Joint Planning Area (JPA) Land Use Map. The City of Ocoee, as the applicant, has requested an Ocoee initial zoning classification of "Professional Offices & Services". This initial zoning is consistent with the JPA Land Use Map designation and surrounding properties. CONSISTENCY WITH STATE AND LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The requested annexation is not an enclave and such annexation would not result in an enclave being created. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. This annexation will not require a comprehensive plan amendment per Subsection 8-B of the JPA Agreement and is consistent with the JPA Agreement per Subsection 6-D. Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee - Orange County Joint Planning Area Agreement. We have received no comments as of the date of this report. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report: Based upon the projected impacts of the proposed office use and size of the parcel, Staff determined that the City could adequately provide a range of urban services to the subject property. The subject property has a Land Use designation of "Professional Offices & Services" on the Ocoee Future Land Use Map and the Joint Planning Area Land Use Map; this land use is consistent with the adjacent properties that are also designated "Professional Offices & Services". Ocoee Reclaimed Water Booster Pump Station AX-04-02-15 Page 3 of 3 The applicant has petitioned the City to give an initial zoning designation to the subject property of "Professional Offices & Services". This requested zoning designation "Professional Offices & Services" is compatible and consistent with the City's Future Land Use designation and is consistent with the zoning and development character of the surrounding properties situated along this arterial roadway. The City's proposed use of the construction of a reclaimed water booster pump facility and the water storage tank in the future will not impose significant adverse impacts on the surrounding area. The actual development plans are subject to the same criteria as other private development under the Ocoee Land Development Code. The buildings facing Maguire Road will be brick and are designed to be compatible with the adjoining office complex to the south. Summary: the proposed annexation is a logical extension of the City limits, urban services can be provided as evidenced by the Annexation Feasibility & Public Facilities Analysis Report, and the annexation meets state and local regulations. Furthermore, the requested Future Land Use Classification and initial zoning is consistent with the land use classifications on the Future Land Use Map and the JPA Land Use Map. The land use, initial zoning, and building design are also consistent and compatible with surrounding properties. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On February 25, 2004, the Development Review Committee (DRC) met to determine if the proposed annexation and public use was consistent with the City's regulations and policies. Based on the above analysis and subsequent discussions, the DRC recommended the annexation of the subject property with the proposed public use as a reclaimed water booster pump station. STAFF RECOMMENDATION: Based on the DRC recommendation and the analysis above, Staff recommends that the Planning & Zoning Commission recommend approval of the annexation and initial zoning of P-S "Professional Offices & Services" and the approval of the "essential use" (pump station & reuse water storage tank) under Subsection 5-7 of the Ocoee LDC for the City -owned property at 932 Maguire Road. Attachments: Location Map Surrounding Future Land Uses (map) Surrounding Zoning Classifications (map) Annexation Feasibility & Public Facilities Analysis Report LDC Subsection 5-7: Public Buildings and Services Plan Sheets for the Booster Pump Station Ocoee Reclaimed Water Booster Pump Station Location Map .V�� ! s- • • i N - r s i- -e s CITY OF OCOEE ANNEXATION & FEASIBILITY ANALYSIS CASE NUMBER: AX-04-02-15 APPLICANT NAME: CITY OF OCOEE/PUBLIC WORKS DEPARTMENT/PUBLIC UTILITIES DIVISION PROJECT NAME: OCOEE RECLAIMED WATER BOOSTER PUMP STATION This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. A. Applicant/Owner 1. Owner (if different from Applicant): N/A B. Property Location 1. General Location: % mile north of Maguire & Moore -Roberson Rds. Intersection on the west side 2. Parcel Identification Number: 31-22-28-0000-00-025 3. Street Address: 932 Maguire Road 4. Size of Parcel: 0.666 acres C. Use Characteristics 1. Existin Use: Vacant residential home with carport & 2 sheds 2. Proposed Use: City of Ocoee reclaimed water booster pump station 3. Density / Intensi : N/A 4. Projected Population: N/A D. Zonina and Land Use It. 1. Orange County Future Land Use: JPA Land Use Map -Professional Offices & Services 2. Orange County Zoning: Citrus -Rural 3. Existing Ocoee Future Land Use: n/a-parcel to be annexed. 4. Proposed Ocoee Zoning: Professional Offices & Services (P-S) t;onsistenc 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes 1. Estimated Response Time: 1 minute 2. Distance to Property: % mile 3. Fire Flow Requirements: Will meet fire flow requirements; the closest fire hydrant is approx. % mile northeast of the property on the west side of Maguire Road. Ocoee Reclaimed Water Booster Pump Station AX-04-02-15 Page 2 of 3 1. Police Patrol Zone / Grid / Area: 32/115 2. Estimated Response Time: 1 minutes from the Police/Fire Station located in the in the northwest portion of the Plantation Grove Shopping Center. 3. Distance to Property: % mile 4. Average Travel Time1 minute 1. Property Appraiser Taxable Value: $0 2. Property Appraiser Just Value $110,341 3. Estimated City Ad Valorem Taxes: None 4. Anticipated Licenses & Permits: None 5. Potential Impact Fees: None 6. Total Project Revenues: None 1. Within the 100-year Flood Plain: A. Potable Water 1. In Ocoee Service Area: 2. City Capable of Serving Area: 3. Extension Needed: C C 4. Location and Size of Nearest Water Main: No, not according to Figure 4: Landscape Associations and 100 Year Floodplains contained in the Future Land Use Element of the Comprehensive Plan. Yes Yes Yes, across Maguire from the east side to the west side location. 12 inch main on the east side of Maguire Road. . Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: Yes, across Maguire from the east side to the west side location. 4. Location and Size of Nearest Force Main: 12-inch force main on the east side of Maguire Road. 5. Annexation Agreement Needed: No . Other 1. Utility Easement Needed: N/A 2. Private Lift Station Needed: N/A 3. Well Protection Area Needed: N/A Ocoee Reclaimed Water Booster Pump Station AX-04-02-15 Page 3 of 3 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No, the proposed use will not have significant adverse impacts on the roadways. 4. Traffic Zone: 631 ELI N/A A. Transportation: N/A, non-residential use. B. Parks / Recreation: N/A C. Water / Sewer: The applicant will be required to handle stormwater retention on site. D. Stormwater: N/A E. Solid Waste: N/A F. Im act Fees: IX:" SITIE SPE IFIVISSU S, F � AID'"ae rtr`i" ent The site will be used as a reclaimed water booster pump station under Subsection 5-7A. of the Ocoee LDC; there will be no significant impacts to the infrastructure or the surrounding properties. The property will be developed under the same requirements as other non -city owned properties. Sanitary Sewer and Potable Water (Section VI.A. & B. above) will not be needed at this time. . GC?I11SISrTENGYlTH STATE„IIEGU4Tl{NS Ter °dimes AICI ` Yes. File: H:\DEVELOPMENT REVIEWSWNNEXATION_ZONING\Ocoee Reclaimed Water Booster Pump Station\Ocoee Reclaimed Water Booster Pump Sta Annexation Feasibility Report.doc ARTICLE V § 5-7. PUBLIC BUILDINGS AND SERVICES. A. Public Services. Essential services, herein defined as services authorized and regulated by state or national public utility commissions or services owned or franchised by the City of Ocoee, may be located within any zoning district after notice and public hearing by the Planning and Zoning Commission and approval by the City Commission. This provision includes both structures and uses and includes gas, water, electricity, sewerage and telephone facilities. For the purposes of this Section 5-7 public safety telecommunications service facilities shall be governed by Section 5-19 of the Land Development Code. B. Public Building. After public notice and hearing by the Planning and Zoning Commission, the City Commission may authorize the location in any zoning district of any public buildings erected by, or any use of, municipal, county, state or federal government. Both the Planning and Zoning Commission and City Commission public hearings must be advertised in a newspaper at least seven (7) days before each hearing. All property owners within 300 feet of the subject property must also be notified by mail at least seven (7) days prior to the hearing date. This notice may include information on both Planning and Zoning Commission and City Commission hearings if the item goes before both Commissions. If the hearing information for the City Commission meeting is not available at the time the notices must be sent for the Planning and Zoning Commission meeting, a second notice to property owners must be mailed seven (7) days before the City Commission hearing detailing the meeting time, place, and other particulars. C. Easements. Transportation, pipelines and utility easements and rights -of -way shall be permitted in any zoning district. § 5-8. USE REGULATIONS. A. Table 5-1 lists the principal uses which will be permitted on a parcel or lot in the zoning districts established in this Article. For use regulations applicable to the Planned Unit Development Districts, see Article IV. B. Prohibited Uses Without limiting the generality of the foregoing provision, the following uses are specifically prohibited in all districts: (1) Any use that involves the manufacture, handling, sale, distribution or storage of any highly combustible or explosive materials in violation of the City's fire prevention code. (2) Stockyards, slaughterhouses, rendering plants. (3) Use of a travel trailer as a temporary or permanent residence. 180.5.15 5-20-97 CITY OF OCOEE, FLORIDA Im ED ill .y "go"(Darang ca"oultm"tosi anam DRAWING SCALES 1°=20'012x18 0 5 10 15 8" CAMPHOR 6" CAMPHOR 16" PINE SET N&D "LBj 3556" A T BASE OF 16" PINE (FOUND 1 112" I. P. 0. 58 E, 1. 05' S.) DEMOLITION SYMBOLS: O1 TO BE DEMOLISHED O7 PIPING TO BE ABANDONED O2 TO BE REMOVED ® TO BE RELOCATED O TO BE ABANDONED QQ TO BE CLEARED ® SLAB TO BE DEMOLISHED 10 TO BE REGRADED O5 SLAB TO BE ABANDONED 11 TO BE PROTECTED O PIPING TO BE REMOVED 12 TO REMAIN NnTF- SFF SPFCIFICATInNS FOR AnnITInNAI RFOUIRFMFNTS NOTES: 1. THE SITE SHALL BE CLEARED, GRUBBED AND STRIPPED WITHIN THE LIMITS OF THE PROPERTY PER THE SPECIFICATIONS N. LINE S. 460' OF THE SE 114 �25 OF THE NE 114 SEC. 31-22-28 N89 2S E "MA111 11111111111111111 lifil I THE NORTH 100 FEET OF THE SOUTH 460 FEET OF THE EAST 330 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 22 SOUTH, RANGE 28 EAST, SUBJECT TO RIGHT—OF—WAY FOR ROAD OVER THE EAST 40 FEET THEREOF. 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'c" "S Al ? -T 8 CPP - TO ?1 RE-7EN 7AN PaW EC R06 ifi ;6v GUIRE PLACE CONDOS fZ'-P4'- ✓ ) 54-`!G , no LU .... .... .. ----------------- ----------------------- I -------------.. . - I DRAWING SCALES 1" = 20' @ 12 x- 18 0 6 1'o 15 1" = 10' 0 24 x 36 0 5 10 15 m cm cl- 0— < R. ffl0FE&%MX ff EC 0ff M C09%LTAM, WC. Suite 1560, Eolo Park Centre 200 East Robinson Street Orlando, Florida 32801 Tel (407) 422-8062 Fax (407) 849-9402 Professional Business No. 3556 -j z L<L. 0- 8z ZE D 9 LLJ LLjL,i Lj F- V) V) 00 (.) 00 m ILL. 0 Ld LLl V) L) 0 0 0- Lij 0 ry 0 U-1 n Of NOT FOR CONSTRUCTION UNLESS SIGNED HERE SEAL HERE DEPARTMENT MANAGER DATE DESIGNED BY: RGB CHECKED BY: Smc APPROVED By. ARA PROJ. No. OE375 DATE JAN 2004 mm 3/16" = 1'-0" EAST SITE ELEVATION 3/16" = 1'-0" SOUTH SITE ELEVATION 3/16" = 1'-0" 3/8" MASONRY WALL JOINT DISCONTINUE ALL HORIZONTAL REINFORCING. FILL JOINT WITH BACKER ROD AND ELASTOMERIC JOINT SEALANT EXTENT OF AIR CONDITIONER COORDINATE OPENING SIZES AND LOCATIONS WITH VENTILATION DRAWINGS PROVIDE PRECAST LINTELS OVER ALL OPENINGS w" NORTH ELEVATIOk 1 /4" = 1'-0" RIDGE VENT 12 6 SHINGLES ALUM SOFFIT, DRIP EDGE AND FASCIA ALUM GUTTER AND DOWNSPOUT BRICK VENEER ASPHALT SHINGLES ALUM SOFFIT, DRIP EDGE AND FASCIA BRICK VENEER OFI] �❑❑ ❑❑❑ AL WIND rINTED BLACK P EAST ELEVATION SOUTH ELEVATION 1/4 to = 1'-0" mlnnr vr111-r TV `V 1 "`" ♦ /1 I I V I V 1 /4" = 1'-0" SILL S 3OFFIT, DRIP kND FASCIA DRAWING SCALES III z 0 CL iz c� w 0 J Q Q m N N N J b� o z o C' PO to \ d M N n cro W cr: ���YOe�ter -ot"G; CITY OF OCOEE, FLORIDA PEC PROFESSIONAL EN�NEERING CONSULTANTS, INC. Suite 1560, Eolo Park Centre 200 East Robinson Street Orlando, Florida 32801 Tel (407) 422-8062 Fax (407) 849-9402 Professional Business No. 3556 _� U CD _Z co 0 J El- LL_ ry Q Lj W o U J CU 0 I1.I 00 LL ry Z W C� m 0 W g U W Iz 0 I i) CON( Y 0 I O ROGER A. BARTH PE 34182 DATE DESIGNED BY: RAB CHECKED BY: RAB "`' APPROVED BY: RAB PROJ. No. OE375 SOUTHEAST STRUCTURAL ENGINEERS, INC. DATE JAN 2004 PO BOX 560027 ORLANDO, FLORIDA 32856-0027 PI IONS: (407) 857-5559 FAX: (407) 857-5126 ��� ENGINEERING BUSINESS NUMBER 4484 ITEM NUMBER IV. B Villas at Woodsmere Project # CP-01-01-04 a.) Conceptual Plan ,_....Fri__ . Mayor S. Scott Vandergrift City Manager Jim Gleason STAFF REPORT Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 DATE: March 5, 2004 TO: Planning and Zoning Commission qj--- FROM: Robert Lewis, AICP, Planning Manager THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Villas at Woodsmere Conceptual Plan Project # CP-01-01-04 ,J ISSUE: Should the Planning and Zoning Commission recommend approval of the Conceptual Plan for the Villas at Woodsmere? BACKGROUND: The Villas at Woodsmere townhouse development is located on the west side of Good Homes Road, just north of SR 50 and the Good Homes Plaza. The property has a Professional Offices and Services Future Land Use designation in the Comprehensive Plan and is zoned P-S. The northern edge of the subject property abuts part of the Rose Hill subdivision in Orange County, the southern edge and western edges of the subject property abut the Good Homes Plaza shopping center and an existing retention pond. This site is covered with planted pines and a mixture of oak trees and other varieties of trees scattered around the property. This proposed townhouse development is not consistent with the existing zoning of the subject property. However, Section 4-6(A)(4) of the Land Development Code provides a special procedure for approval of a Conceptual Plan for a proposed development within the SR 50 Special Overlay District that is inconsistent with the existing underlying zoning. This special procedure is available only if the proposed uses generate impacts of equal or lesser intensity than the uses permitted by the existing underlying zoning. The procedure requires advertised public hearings with the Planning and Zoning Commission and the City Commission. The City Commission may impose any additional Conditions of Approval as it deems appropriate. Any approval of the Conceptual Plan will be subject to a Preliminary and Final Subdivision Plan acceptable to the City Commission and in compliance with the requirements of the Land Development Code. Planning and Zoning Commission March 5, 2004 Page 2 of 2 DISCUSSION: The Villas at Woodsmere townhouse subdivision includes 64 townhouse lots on about 6.4 acres. As shown in the Conceptual Plan, there is an existing 7' brick wall along the entire southern boundary of the site. The Developer will construct a new 7' brick wall along the entire northern and western boundaries of the site to buffer the townhouse development from the existing Rose Hill subdivision. Turn lanes on Good Homes Road will also be provided as determined by a traffic analysis approved by the City with the Preliminary Subdivision Plan. The Villas at Woodsmere will be a gated community with gates at the entrance from Good Homes Road. The Land Development Code requires a minimum living area of 1,200 square feet per unit for townhouses, which has been exceeded in this Conceptual Plan (the plan shows an minimum 1,500 square feet). The only waiver being requested is from the maximum cul-de-sac length of 800 feet, due to the unique constraints of limited access and the shape of the subject property. This requested waiver is supported by Staff. The Traffic Impact Analysis shown on the Plan indicates that the impact of the proposed townhouse development is less than the impact that would have been generated by an office development on this property, thereby meeting the criteria set forth in the Code for a development that is inconsistent with the underlying zoning. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the proposed Conceptual Plan on February 25, 2004 and discussed a few remaining issues. The discussion centered on issues that were identified in written comments from Foley and Lardner and from Planning. It was agreed that all of the requested changes to the Plan would be made prior to the Planning and Zoning Commission hearing. It was also recommended that the Developer meet with the Rose Hill HOA prior to the public hearings. When the discussion was finished, the DRC voted to recommend approval of the Conceptual Plan, with the plan changes identified in written comments from Foley and Lardner and from Planning. All of the plan changes that were discussed at the DRC meeting have been made on the plans that were submitted for the public hearings. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Conceptual Plan for the Villas at Woodsmere, as date stamped received by the City on March 4, 2004, including the proposed waiver regarding cul-de-sac length. Attachment: Copy of the Public Hearing advertisement Villas at Woodsmere Conceptual Plan, date stamped March 4, 2004 O:\Staff Reports\2004\SR04012 P&Z.doc Copy of Public Hearing Advertisement Orlando Sentinel Date Published February 26, 2004 CiTY OF OCOEE NOTICE OF PUBLIC HEARING ON THE CONCEPTUAL PLAN FOR THE VILLAS AT WOODSMERE CASE NUMBER CP-01.01-04 NOTICE IS HEREBY GIVEN, pursuant to Section 4-6 A (4)., Ocoee Land Development Cade, that on Tuesday, March 9, 2004, at 7:00 p.m., or as soon Cher- eafter as practical, the PLANNING AND ZONING COMMISSION will hold' a PUBLIC HEARING at the Ocoee City Commission Chambers, 150 North Lakeshore Drive, Ocoee, Florida, to consider a proposed Conceptual Plan for the Villas at Woodsmere, located on the west side of Good Homes Road, just north of the intersection of Good Homes Road and SR 50. The proposed Conceptual Plan would allow a residential townhome development on a par- cel of land that has a'Professional Offices and Services Future Land Use Designation on the Future Land Use Map of the Ocoee Comprehensive Plan. -} - �1�'tl Mail �Rfu a n �- .� �r u Sm 1/M■■uun/MtiE ■ MOOR■■.■ Subject Prop any MUU WEST S R. 50 IAP!AltpBlr�l�1 �i cm nIIIIIgINnI ImIAI�AWmC1 muuu�nnnum — miml��m�!!�>f _ The Planning and Zoning Commission will review and may make a recom- mendation to the City Commission concerning the proposed Conceptual Plan for the Villas at Woodsmere based upon its conformance with the re- quirements of the Ocoee Land Development Code and the recommendation of the Development Review Committee. The complete case file, including a complete legal description by metes and bounds, may be inspected at the Ocoee Community Development Depart- ment,150 North Lakeshore Drive, Ocoee, Florida, between the hours of 8:00 a.m. and 5:00 p.m., Monday through Friday, except legal holidays. The Planning and Zoning Commission may continue the public hearing to other dates and times, as it deems necessary. Any Interested party shall be advised that the dates, times, and places of any continuation of this or con- tinued public hearing shall be announced during the hearing and that no further notices regarding these matters will be published. Interested parties may appear at the public hearing and be heard with res- pect to the proposed Conceptual Plan. Any person wishing to appeal any de- cision made during the public hearing will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the Pro- ceedings is made which includes the testimony and. evidence upon which the appeal is based. Person with disabilities needing assistance to participate in any of the proceedings should contact the City Clerk's Office 48 hours In advance of the meeting at (407) 905.3105. JEAN GRAFTON, CITY CLERK OLS5502087 2t26NO4 EXISTING RETEN11ON POND .PROPOSED 7' ROSE HILL SUBDIVISION ,,-.BRICK WALL I I L/IJ I IIVV / BRICK WALL GOOD HOMES PLAZA CONCEPT PLAN LANDSCAPE LEGEND: TREES AND SHRUBS PROVIDED SYMBOL COMMON NAME SHADE TREES: LIVE OAK LAUREL OAK + K SHUMARD OAK OSABAL PALM UNDERSTORY /' ACCENT TREES: DAHOON HOLLY CRAPE MYRTLE SHRUBS: VIBURNUM HEDGE GROUNDCOVERS: ® GIANT BORDER GRASS PARSON'S JUNIPER AZTEC GRASS FAKAHATCHEE GRASS SAND CORDGRASS FOUNTAIN GRASS SOD: AUGUSTINEGRASS ARGENTINE BAHIA GRASS DATE BY I DESCRIPTION 3/2/04 GAR I REVISED PER CITY TRC COMMENTS DATE I BY SITE DA TA:, APPLICANT:, JOHN F. BALLARD, JR., TRUSTEE 800 NORTH MAGNOLIA AVENUE, SUITE 450 ORLANDO, FLOR/DA - 32803 OWNER: H. SCOTT GOLD, TRUSTEE 800 NORTH MAGNOLIA AVENUE, SUITE 450 ORLANDO, FLORIDA 32803 SITE AREA 6.4 ACRES NO. OF UNITS 64 UNITS DENSITY 10 DU/ACRE BLDG. TYPE 2-STORY TOWNHOME/ 1--CAR GARAGE 1,700 SO. FT. AVERAGE 1,500 SO. FT. MINIMUM MAX. IMPERVIOUS 70% SETBACKS: FRONT 20' REAR 15' SIDE 0' AND 20' REAR TO REAR 20' REAR TO SIDE 30' BUFFERS: GOOD HOMES PLAZA 25' ROSEHILL SUBDIVISION 15' EAST & WEST PROPERTY 10' WA TER/ SEWER: WATER AND SEWER`: SERVICES ARE VESTED FOR THIS PROPERTY - SEE VESTNG CERTIFICATES NO. CV-97-04. DESCRIPTION DATE:- BY DESCRIPTION TRAFFIC IMPACT ANAL (FROM -TRIP GENERATION MANUAL , 7TH EDITION, INSTITUTE OF TRAFFIC ENGINEERS), ALLOWABLE USE UNDER P-S ZONING, 1--STORY MEDICAL OFFICE WITH 25% COVERAGE 50,000 SO. FT. x 36.13 ADT/ 1,000 SO. FT. = i 807 ADT PROPOSED USE-TOWNHOMSS 64 TOWNHOMES x 5.86 ADT/ DU = 375 ADT RESULT: THE PROPOSED DEVELOPMENT HAS LESS TRAFFIC IMPACT THAN PERMITTED UNDER CURRENT ZONING, SCHOOL AGE POPULATION ANALYSIS - FOR MULTI -FAMILY USE (OCOEE LDC, ART. 6.111: 64 UNITS X 2.5 (PERSONS PER UNIT) X 20% = 32 STUDENTS WAIVER REQUEST - WAIVER FROM THE MAXIMUM CUL-DE-SAC LENGTH OF 800: PARKING - REQUIRED: 64 UNITS x 2.25 SPACES/UNIT : 144 SPACES PARKING - PROV/DED: TOTAL: 64 GARAGE SPACES 64 DRIVEWAY SPACES 16 SURFACE SPACES 144 SPACES CONDITIONS OF APPROVAL; ®/ L THE CONCEPTUAL PLAN IS SUBMITTED FOR INFORMATIONAL PURPOSES ONLY AND APPROVAL OF THE PROPOSED USES AND MAJOR WAIVERS WILL NOT CONSTITUTE APPROVAL OF THE CONCEPTUAL PLAN OR IMPOSE ON THE CITY ANY OBLIGATION TO APPROVE A SUBDIVISION PLAN CONSISITENT WITH THE CONCEPTUAL PLAN. T JE CI7`Y` WILL . HAVE::.THE - RIGHT. TO DISAPPROVE THE PROPOSED USES AND WAIVERS IN CONNECTION WITH ITS REVIEW OF A PRELIMINARY SUBDIWWON PLAN IF SUCH A PLAN IS INCONSISTENT WITH THE CONCEPTUAL PLAN SUBMITTED WITH THE APPLICATION OR ANY OTHER CONDITION OF THE CITY APPRROVAL. 2. THE APPLICANT WILL BE REQUIRED TO SUBMIT A PRELIMINARY SUBDIWSON PLAN WITHIN 90 DAYS FROM DATE OF APPROVAL OF THE CONCEPTUAL PLAN, THE APPROVAL OF THE CONCEPTUAL PLAN WYLL EXPIRE IF SUCH PRELIM- INARY SUBD/VSION PLAN /S NOT SUBMITTED, PROVIDED HOWEVER, THAT THE CITY COMMISSION MAY GRANT A DEADLINE EXTENSION. 3. THE APPROVAL GRANTED BY THE CITY COMMISSION WILL BE VALID FOR ONE YEAR. IN THE EVENT THE PRELIMINARY SUBDIVISION PLAN HAS NOT BEEN APPROVED WITHIN ONE YEAR FROM THE DATE OF APPROVAL, THEN THE CITY COMMISSION APPROVAL PURSUANT TO THIS SECTION WILL AUTOMATICALLY TERMINATE UNLESS EXTENDED BY THE CITY COMMISSION. 4. TURN LANES FOR TRAFFIC ENTERING THE SITE SHALL BE PROVIDED BY THE DEVELOPER ON GOOD HOMES ROAD SUFFICIENT TO ACCOMMODATE THE ANTICIPATED TRAFFIC DEMAND OF THIS PROPOSED DEVELOPMENT. THE PLACEMENT AND LENGTH OF THE TURN LANES' SHALL BE DETERMINED BY A TRAFFIC ANALYSIS, APPROVED BY THE CITY, i0 BE SUBMITTED WITH THE PRELIMINARY SUBDIVISION PLAN. 5. A FENCE WITH BRICK COLUMNS AND DECORA71VE METAL FENCING BETWEEN THE COLUMNS, ALONG WITH APPROPRIATE LANDSCAPING AS REQUIRED BY THE Idc, SHALL BE PROVIDED ALONG THE ENTIRE SITE FRONTAGE OF GOOD HOMES ROAD. 6 A SEVEN (7) FOOT BRICK WALL SHALL BE PROVIDED AS A BUFFER ALONG THE ENTIRE NORTHERN AND WESTERN SITE BOUNDi1RIES, TO MATCH THE EXISTING BRICK WALL ALONG THE SOUTHERN SITE BOUNDARY. z THE PRELIMINARY AND FINAL SUBDIVISION PLAT/ SHALL MEET ALL REQUIREMENTS OF SECTIONS 6-14 AND 6-15 OF THE LDC AS 71HEY APPLY TO TOWNHOUSE AND MULTI -FAMILY DEVELOPMENTS, SUBJECT TO THE RIGHT OF THE OWNER TO APPL Y FOR WAIVERS. 8. STORAGE /S NOT PERMITTED WITHIN THE PROpOSED GARAGES SINCE THE GARAGES PROVIDE THE REQUIRED PARKING FOR THE DEVELOPMENT. SUBMITTAL DATE CITY OR Aloha PacificaCOUNTY llc LAND PLANNING LANDSCAPE ARCHITECTURE FINAL F FINAL APPROVAL 238 PARK AVENUE NORTH HINTER PARK, FL 32789 BID SET VOICE (407) 691-0002 FAX (407) 691-0008 greynoldsasla®earthlink. net AS -BUILT vil I III PROPOSED LEFT TURN L I �1 North 0 " 11 U111 r ll, s MAR 4 2004 1 L'y) VILLAS AT WOODSMERE CONCEPTUAL PLAN City of Ocooe, Florida DATE 1/20/04 DESIGNED JFK CHECKED JFK SCALE 1'=40' PROJECT NO, — FILE NAME Ocoeetwn SHEET 1 OF 1 ITEM NUMBER IV. C Ingram Estates Project # AX-03-12-13 a.) Annexation b.) Initial Zoning May be Center of Good LIv or 'S S. Scott Vandergrift City Manager ; Jim Gleason STAFF REPORT DATE: March 4, 2004 TO: Planning & Zoning Commission FROM: Terry L. James, AICP, Principal Planne v THROUGH: Russ Wagner, AICP / Community Development Director SUBJECT: Ingram Estates Annexation & Initial Zoning Case Number AX-03-12-13 BACKGROUND: Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 General Location: Three parcels located on the southeast comer of the McCormick Road and Ingram Road intersection. Parcel Identification Numbers: 32-21-28-0000-00-006 (Lake Tracey LLC/Ingram Estates) & 31- 21-28-0000-00-024 (Annie D. Gilliam Trust) & 32-22-28-0000-00-011 (MCO Industries). Property Size: 28.67 +/-, 4.77 +/- & 4.77 +/- acres, respectively. Actual land use and unique features of the subject property: • Lake Tracy LLC/Ingram Estates Parcel: The property is pastureland with no unique features. • Gilliam Trust Parcel. The property has single story residential structure with a barn and operates as an agricultural business. There are no unique features on the property. • MCO Industries Parcel: This property operates as an agricultural business with the associated agricultural buildings. There are no unique features on the property. The future land use & requested initial zoning classification of the subject property: Lake Tracey LLC/Ingram Estates Parcel: CURRENT PROPOSED Jurisdiction/Future Land Orange County/Low Density Residential Ocoee/Low Density Residential Use Classification Jurisdiction/Zoning Orange County/A-1 (Agriculture) Ocoee/R-1-AA (Single Family Classification Residential) City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.R.us Ingram Estates AX-03-12-13 Page 2 of 4 • Gilliam Trust Parcel: CURRENT PROPOSED Jurisdiction/Future Land Orange County/Low Density Residential Ocoee/Low Density Residential Use Classification Jurisdiction/Zoning Orange County/A-1 (Agriculture) Ocoee/A-1 (General Agricultural) Classification MCO Industries Parcel: CURRENT PROPOSED Jurisdiction/Future Land Orange County/Low Density Residential Ocoee/Low Density Residential Use Classification Jurisdiction/Zoning Orange County/A-1 (Agriculture) Ocoee/R-1-AA (Single Family Classification Residential) The current future land use and zoning classifications of the surrounding properties: DIRECTION: CURRENT FUTURE CURRENT ZONING LAND USE North Public Facilities & Orange County/Citrus Rural Institutional East Low Density Residential Orange County/Citrus Rural South Low Density Residential Ocoee/R-1-AA: Single Family Residential Ir West Low Density Residential Ocoee/R-1-A: Single Family Residential All three properties are designated "Low Density Residential' on the Joint Planning Area (JPA) Land Use Map. The applicant has requested an Ocoee initial zoning classification of R-1-AA: Single Family Residential for the Lake Tracy LLC/Ingram Estates and MCO Industries properties and A-1: General Agricultural for the Gilliam Trust property. The applicant is proposing a single-family residential subdivision on the Lake Tracy LLC and the MCO Industries properties with the Gilliam Trust property continuing as an agricultural business for the near future. These requested Ocoee initial zonings are consistent with the JPA Land Use Map and the Ocoee Future Land Use Map. CONSISTENCY WITH STATE AND LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The requested annexation is not an enclave and such annexation would not result in an enclave being created. The properties are contiguous with Ocoee lands previously annexed to the west. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be Ingram Estates AX-03-12-13 Page 3of4 properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." DISCUSSION: The subject properties have a land use designations of "Low Density Residential" on the Joint Planning Area Land Use Map and are consistent with the adjacent properties on the east, south, and west that are also designated "Low Density Residential". The applicant has petitioned the City to grant an initial zoning designation to the Lake Tracy LLC and MCO Industries properties as R-1-AA: Single Family Residential and for the Gilliam property as A-1: General Agricultural. These requested zoning designations are consistent with the City's Future Land Use designation and is compatible with the development character of the surrounding properties. Annexation Feasibility & Public Facilities Analysis Report: Based upon the projected impacts of the proposed uses and size of the parcel, Staff determined that the urban services could be adequately provided to the subject property with water and sanitary sewer provided by Orange County. Should the property owners choose to develop the property in the future; however, they will be required to make certain improvements in accordance with the Land Development Code. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided as evidenced by the Annexation Feasibility & Public Facilities Analysis Report, and the annexation meets state and local regulations. Furthermore, the requested Future Land Use Classification and initial zoning is consistent with the land use classifications on the Future Land Use Map and the JPA Land Use Map. The land use and initial zoning is also consistent and compatible with surrounding properties. Annexation Agreement: The City will require an annexation agreement with the Applicant to address the following issues: • McCormick Road Right of Way. The dedication of an additional 10 feet south of the current right of way for the purpose of drainage & utilities; • Subdivision Ingram Road Entrance Alignment: The entrance/exit on Ingram Road shall be aligned with the entrance/exit the previously approved McCormick Woods subdivision; • Ingram Road Entrance: The entrance may require left turn lanes that will require additional right of way dedication; • Other Ingram Road Improvements: This roadway will require upgrading to City development standards contained in the Land Development Code. Coordination with McCormick Woods subdivision on these upgrades will be necessary; and • Cross -access to subdivisions to the East: The Ingram Estates subdivision plan should include at least one roadway "stub -out' on the interior roads to connect with any future subdivision to the east. This connection will allow Ingram Estates access to the future extension of Clark Road to the east. Ingram Estates AX-03-12-13 Page 4 of 4 DRC RECOMMENDATION: On February 25, 2004, the Development Review Committee met to consider the annexation of the Lake Tracey/Ingram Estates, the MCO Industries, and the Annie D. Gilliam Trust properties. The DRC recommended approval of the annexation of these three parcels subject to the execution of an Annexation Agreement as generally outlined above. RECOMMENDATION: Based on the DRC recommendation and the analysis above, Staff recommends that the Planning & Zoning Commission recommend approval of the annexation of three subject properties with the initial zoning of R-1AA, Single Family Residential for Lake Tracey LLC/Ingram Estates and MCO Industries, and A-1, General Agriculture for the Annie D. Gilliam Trust. These annexations are subject to the execution of an Annexation Agreement as generally outlined above. Attachments: Location Map Future Land Use Map Zoning Map "Annexation Feasibility & Public Facilities Analysis" Report (3 individual reports) 0AStaff Reports\2004\SR04009 P&Zdoc CITY OF OCOEE ANNEXATION & FEASIBILITY ANALYSIS CASE NUMBER: AX-03-12-13 APPLICANT NAME: Lake Tracy LLC/D. Hagen PROJECT NAME: INGRAM ESTATES This form is used to evaluate annexation requests to determine the feasibility of providing urban services tc individual properties. Each department has filled in the appropriate section and the findings are summarized below. A. 11. Owner (if different from ADDlicant): I Lake Tracv LLC. I B. Property Location I. General Location: Southeast corner of Ingram & McCormick Rds. 2. Parcel Identification Number: 32-21-28-0000-00-006 3. Street Address: 1210 West McCormick Road 4. Size of Parcel: 28.69 +/- acres C. Use Characteristics 1. Existing Use: Agriculture 2. Proposed Use: Low density residential 3. Density / Intensity: n/a 4. Projected Population: n/a D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: Agricultural 3. Existing Ocoee Future Land Use: n/a-parcel to be annexed. 4. Proposed Ocoee Zoning: R-1-AA: Single Family Dwelling E. Consistencv 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes FIRE EPAWMENT . ..:"GhiOW6n Strosnld0 , 1. Estimated Response Time: 3-5 minute response time. (Fire Station 4) 2. Distance to Property: 3.1 miles 3. Fire Flow Requirements: 500 gpm fire flow required POLIG ©EPARTMENT 1. Police Patrol Zone / Grid / Area: �: Chief Steve. Goclori" 119 2. Estimated Response Time: 5 minutes 3. Distance to Property: 4 miles 4. Average Travel Time 9 minutes Page 1 of 3 1. Within the 100-vear Flood Plain: I No E Applicant Name: Lake Tracy LLC Project Name: Ingram Estates Case #: AX-03-12-13 . Sanitary Sewer 1. In Ocoee Service Area: The parcel is not located within the City of Ocoee Utility Service Boundary. 2. City Capable of Serving Area: No 3. Extension Needed: n/a 4. Location and Size of Nearest Force Main: n/a 15. Annexation Agreement Needed: n/a C. Other 1. Utility Easement Needed: n/a 2. Private Lift Station Needed: n/a 3. Well Protection Area Needed: n/a VII. TRAN$PC?RTATION _ Jams; AICP: 1. Paved Access: No 2. ROW Dedication: According to the Transportation Master Plan & the Ocoee Comprehensive Plan, McCormick Road will remain a two-lane facility; however, a 10- foot ROW dedication on the south side of the existing McCormick Road ROW will be required for drainage. 3. Traffic Study: Yes 4. Traffic Zone: 1536 Page 2 of 3 Applicant Name: Lake Tracy LLC Project Name: Ingram Estates Case M AX-03-12-13 WEame Ax At the time of this analysis, sufficient roadway capacity existed to A. Transportation: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. At the time of this analysis, sufficient parks & recreation capacity existed to B. Parks / Recreation: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. n/a C. Water / Sewer: The applicant will be required to handle stormwater retention on -site. D. Stormwater: At the time of this analysis, sufficient solid waste capacity existed to E. Solid Waste: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. To be determined upon development. F. Impact Fees: None, other than those above. Yes Page 3 of 3 C CITY OF OCOEE ANNEXATION & FEASIBILITY ANALYSIS CASE NUMBER: AX-03-12-13 APPLICANT NAME: Lake Tracy LLC/D. Hagen PROJECT NAME: INGRAM ESTATES This form is used to evaluate annexation requests to determine the feasibility of providing urban services tc individual properties. Each department has filled in the appropriate section and the findings are summarized below. A. Applicant/Owner 1. Owner (if different from Applicant): MCO Industries B. Property Location 1. General Location: Southeast corner of Ingram & McCormick Rds. 2. Parcel Identification Number: 32-21-28-0000-00-011 3. Street Address: 3905 Ingram Road 4. Size of Parcel: 5 +/- acres C. Use Characteristics 1. Existing Use: Agriculture 2. Proposed Use: Low density residential 3. Density / Intensity: n/a 4. Projected Population: n/a D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: Agricultural 3. Existing Ocoee Future Land Use: n/a-parcel to be annexed. 4. Proposed Ocoee Zoning: R-1-AA: Single Family Dwelling E. Consistencv 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes FIRE DEPAR, , ANT 1. Estimated Response Time: - ChIE3IRq Srosn(desr:., 3-5 minute response time. (Fire Station 4) 2. Distance to Property: 3.1 miles 3. Fire Flow Requirements: 500 gpm fire flow required P©CIE ©EPAITMEI...., 1. Police Patrol Zone / Grid / Area: .: Ch'efSteve Goclon 119 2. Estimated Response Time: 5 minutes 3. Distance to Property: 4 miles 4. Average Travel Time 9 minutes Page 1 of 3 1. Within the 100-year Flood Plain: I No C Applicant Name: Lake Tracy LLC Project Name: Ingram Estates Case #: AX-03-12-13 . Sanitary Sewer 1. In Ocoee Service Area: The parcel is not located within the City of Ocoee Utility Service Boundary. 2. City Capable of Serving Area: No 3. Extension Needed: n/a 4. Location and Size of Nearest Force Main: n/a 5. Annexation Agreement Needed: n/a C. Other 1. Utility Easement Needed: n/a 2. Private Lift Station Needed: n/a 3. Well Protection Area Needed: n/a T ..ry:lames; -AIC1 1. Paved Access: No 2. ROW Dedication: Ingram Rd. is to remain 2-lanes according to the Master Transportation Plan & the current Comprehensive Plan; however, ROW dedication for left turn lanes on Ingram will be needed for the western entrance to the development. In addition, the entrance from Ingram should be aligned with the entrance roadway to McCormick Woods to the west. 3. Traffic Study: Yes 4. Traffic Zone: 536 Page 2 of 3 Applicant Name: Lake Tracy LLC Project Name: Ingram Estates Case M AX-03-12-13 �E EI_IM(NAt�Y„Ct� � ,,,,, ^� v �r � � �' r• ICP�. At the time of this analysis, sufficient roadway capacity existed to A. Transportation: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. At the time of this analysis, sufficient parks & recreation capacity existed to B. Parks / Recreation: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. n/a C. Water / Sewer: The applicant will be required to handle stormwater retention on -site. D. Stormwater: At the time of this analysis, sufficient solid waste capacity existed to E. Solid Waste: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. To be determined upon development. F. Impact Fees: IX RITE. SPECIM None, other than those above. X,.,.: t�NS!$TE +I °: WITH STATE RE , MISS T : t r ess: AICF?!` Yes Page 3 of 3 CITY OF OCOEE ANNEXATION & FEASIBILITY ANALYSIS CASE NUMBER: AX-03-12-13 APPLICANT NAME: Lake Tracy LLC/D. Hagen PROJECT NAME: INGRAM ESTATES This form is used to evaluate annexation requests to determine the feasibility of providing urban services tc individual properties. Each department has filled in the appropriate section and the findings are summarized below. A. Applicant/Owner 1. Owner (if different from Agolicant): Annie D. Gilliam Trust B. Property Location 1. General Location: Southeast corner of Ingram & McCormick Rds. 2. Parcel Identification Number: 32-21-28-0000-00-024 3. Street Address: 3917 Ingram Road 4. Size of Parcel: 4.77 acres +/- C. Use Characteristics 1. Existing Use: Agriculture 2. Proposed Use: Agriculture 3. Density / Intensity: n/a 4. Projected Population: n/a D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: Agricultural 3. Existing Ocoee Future Land Use: Same as D. 1., above 4. Proposed Ocoee Zoning: A-1: General Agriculture E. Consistencv 1. Joint Planning Area I Yes 2. Comprehensive Plan: I Yes FI[RI! DEPARTMENT u._ Chtef Ro . ESt snider ... . . ._ . 1. Estimated Response Time: 3-5 minutes response time. (Fire Station 4) 2. Distance to Property: 2.7 miles 3. Fire Flow Requirements: 500 gpm fire flow required III PC i CE I EPAI TM%T . Chief.St ve'Gacloh 1. Police Patrol Zone / Grid / Area: 119 2. Estimated Response Time: 5 minutes 3. Distance to Property: 4 miles 4. Average Travel Time 9 minutes Page 1 of 3 1. Within the 100-year Flood Plain: A. Potable Water B Applicant Name: Lake Tracy LLC Project Name: Ingram Estates Case #: AX-03-12-13 No 1. In Ocoee Service Area: The parcel is not located within the City of Ocoee Utility Service Boundary; Orange County will provide potable water services pera lication. 2. City Capable of Serving Area: No 3. Extension Needed: n/a 4. Location and Size of n/a Nearest Water Main: . Sanitary Sewer 1. In Ocoee Service Area: The parcel is not located within the City of Ocoee Utility Service Boundary; Orange County will provide sanitary sewer services pera lication. 2. City Capable of Serving Area: No 3. Extension Needed: n/a 4. Location and Size of Nearest Force Main: n/a 5. Annexation Agreement Needed: n/a C. Other 1. Utility Easement Needed: n/a 2. Private Lift Station Needed: n/a 3. Well Protection Area Needed: n/a Page 2 of 3 Applicant Name: Lake Tracy LLC Project Name: Ingram Estates Case M AX-03-12-13 entrance roadway to McCormick Woods to the west. 3. Traffic Study: Yes 4. Traffic Zone: 1536 ?.. yy [ il7EIlM1)�N Y� C, .. N1( „ UAa iN... ,... At the time of this analysis, sufficient roadway capacity existed to A. Transportation: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. At the time of this analysis, sufficient parks & recreation capacity existed to B. Parks / Recreation: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. n/a C. Water / Sewer: The applicant will be required to handle stormwater retention on -site. D. Stormwater: At the time of this analysis, sufficient solid waste capacity existed to E. Solid Waste: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. To be determined upon development. F. Impact Fees: _� ,, I: Ede rEtiiet tt$ None, other than those above. DNS 1STEl C1� tTlr:`ST TE, R5 ULATIONS." ACE ' Yes Page 3 of 3 ITEM NUMBER IV. D ForestBrooke Project # LS-03-12-13 a.) Final Subdivision Plan, Phase 3 . __ _r.^_ . Moor S. Scott Vandergrift City Manager Jim Gleason STAFF REPORT Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 DATE: March 5, 2004 TO: Planning and Zoning Commission FROM: Robert Lewis, AICP, Planning Manager THROUGH: Russ Wagner, AICP, Community Development Director fol SUBJECT: Forest Brooke, Phase 3 Final Subdivision Plan Project # LS-03-003 ISSUE: Should the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Forest Brooke, Phase 3? BACKGROUND: Phase 3 of the Forest Brooke subdivision is located south of McCormick Road, just west of the Western Beltway (SR 429). The third and final phase of Forest Brooke includes 140 single-family residential lots on about 49.5 acres. The property is zoned R-1A requiring a minimum lot width of 70 feet and lot size of 8,000 SF. This site is covered with a mixture of oak trees and other varieties of trees scattered around the property. The northern and western edges of the subject property abut Phase 2 of Forest Brooke, the southern edge abuts undeveloped land in Orange County and the eastern edge abuts SR 429. DISCUSSION: As shown in the Final Subdivision Plan (FSP), there is a wetland area running through the middle of Phase 3 that will be preserved. Forest Brooke is a gated community with gates at each entrance. Phase 3 will have access from Phase 2 from the north from the west. When the Preliminary Subdivision Plan for all of Forest Brooke was approved, there was a new access road (Tract W) leading from Ocoee Apopka Road along the southern edge of the subdivision that was to provide a secondary access point for the subdivision residents. The Conditions of Approval stated that the new southern access road east of Ocoee Apopka Road would be constructed with the final phase of the subdivision. The FSP for Phase 3 includes the construction of that access road. Planning and Zoning Commission March 5, 2004 Page 2 of 2 DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the proposed Final Subdivision Plan on February 25, 2004 and discussed a few remaining issues. The discussion centered on two things: 1) making sure the entrance features and the gate at the secondary entrance would look the same as the other secondary entrance west of Ocoee Apopka Road; and 2) the severe slopes on the property, how they have created some problems with the first two phases and how they will be handled in the third phase. It was decided that the project engineer would work closely with the Engineering and Building inspectors on a lot by lot basis to ensure that all grading and potential erosion problems are satisfactorily addressed. When the discussion was finished, the DRC voted to recommend approval of the Final Subdivision Plan, with the understandings that had been reached during the discussion. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Phase 3 of Forest Brooke, as date stamped received by the City on March 4, 2004. Attachment: Forest Brooke, Phase 3 Final Subdivision Plan, date stamped March 4, 2004 O:\Staff Reports\2004\SR04011 P&Z.doc u, 1_z K�') I i Cj CD 00 to CITY '0 OCOEE Z J MA CH2003 W 0 CIVIL SHEET INDEX 9 oQ 1. COVER SKEET Q 2, SITE, CONSTRUCTION ANDOWNER/APPLICANTFORESTBROOKE VENTURE CONDITIONS OF APPROVAL NOTES 1031 WEST MORSE BLVD., SUITE 325 � 435 WINTER PARK, FLORIDA 32789 0 3. FINAL MASTER SUBDIVISION PLAN McCORMICK D. (407)645-4400 Lake Apopka W . FINAL SUBDIVISION SITE PLAN ENGINEER � Y Q 5. UNDERGROUND UTILITIES PLAN PECHT-EVANS. ENGINEERING, INC. 501 EAST JACKSON STREET, SUITE 202, acOEE �DAD 8-8. GRADING AND DRAINAGE PLANS ORLANDO, FLORIDA 32801 CLA COMA (407)872-1515 437 9-17. PLAN AND PROFILE SHEETS SURVEYOR 18. WATER AND SEWER DETAILS BENCHMARK SURVEYING & MAPPING CONSULTANTS INC.� C. � l 19-21. PAVING AND DRAINAGE DETAILS 14545 PORTER ROAD WINTER CARD SII ER EN, FLORIDA 34787 GE m 22. MISCELLANEOUS DETAILS (407)3654-6183 " 23. TREE PROTECTION PLAN GEOTECH _ Q WINTER ❑coEE438 ANDREYEV ENGINEERING, INC. GARDEN 24. TRACT 'W9 ACCESS ROAD 105 COASTLINE ROAD SANFORD, FLORIDA 32771 (407)330-7763 VICINITY MAPLANDSCAPE SHEET I INDEX ENVIRONMENTAL. Property Description N.T.S. L-1. LANDSCAPE, IRRIGATION, & HARDSCAPE PLANS MODICA & ASSOCIATES, INC. A parcel of land beinga =_ portion of the Northwest 1/4 and a portion of the Southwest South 64'07'07" East, through a central angle of 01'39'10", run Southeasterly 310 ALMOND STREET 1/4 of Section 32, Township 21 South, Range w East, Orange County, Florida and a along the arc of said curve for a distance of 10.t0 feet to a point of tangency, thence run L- 2. MASTER KEY PLAN portion of the Southeast 1/4 of Section 31, Township 21 South, Range 28 East, Orange County, Florida. South 62'27'57" East for a distance of 30.12 feet; thence run South 27'32'03" CLERMONT, FLORIDA 34711 West for a distance of 50.00 feet; thence run North 6227'57" West for distance of L - 3 . PARK LANDSCAPE PLAN More particularly described as follows: 19.42 feet; thence run South 27.32'03" West for a distance of 126.25 feet; thence run (352)394-2000 South 08'36'47" West for a distance of 73.92 feet thence run North 84'33'33" COMMENCE at the Northeast Corner of the Southeast 1/4 of Section 31, Township 21 West for a distance of 175.72 feet; thence run North 63'52'25" West for a distance L- 4. LANDSCAPE DETAILS South, Range 28 East, Orange County, Florida and run North 89'2T30" West along of 50.00 feet to a point on a non -tan ent curve co � g of central a feet; thence, from a tangen tbearing of North 26'07'35asEast, through a radius o /+ the North line of said Southeast 1/4, for a distance of 418.15 feet; thence departing said central angle of 12'38'50", run Northeasterly along the arc of said curve fora PARK IRRIGATION PLAN LANDSCAPE ARCHITECT North line run South 00'32'30" West for a distance of 175.00 feet; thence run North 89'27'30" West for a distance of 61.98 feet; thence run South 00'50'42" West distance of 45.25 feet to a point of reverse curvature with a curve L- 5. JOH N for a distance of 168.36 feet to -the POINT OF BEGINNING; thence continue South having a radius of 25.00 feet; thence run Northerly, through a central angle ofCIO L - Westerly, E WSE YC H I KIRRIGATION DETAILS 00'50'42" West for a distance of 37.28 feet; thence run South 09'34'34" West 89'02'44", along the arc of said curve for a distance of 38.35 feet to a point of 6 2 0 CROWN 0 WN OAK K CENTRE DRIVE for a distance of 80.94 feet; thence run South O6'26'15" West for a distance of 35. tangency, thence run North 50'16'19" West for a distance feet; thence run South 0eet;th West for a distance of 204.18 feet; thence run 99 nce of 5.00 feet to a point of 3: curvature of a curve concave Southerly, having a radius of 175.00 feet; thence run L- 7. PARK H A R D S C A P E LAYOUT LON GWOOD, FLORIDA 32750 South 17'52'10" West for a distance of 299.10 feet; thence run South 00'42'14" Westerly, through a central angle of 39*11'11", along the arc of said curve for a _�5 West for a distance of 234.70 feet; thence run South 03-34'11" West for a distance distance of 119.69 feet to a point of tangency, thence run North 89'27'30" West fora s (407)830-8922 of 50.00 feet to a point on a non -tangent curve concave Southerly and having a radius of distance of 156.88 feet; thence run South 00'32'30" West for a distance of 92.50 276.25 feet, a central angle of 03'52'44"; thence from a tangent bearing of North feet; thence run North 89'27'30" West for a distance of 142.30 feet; thence run 8548'46" West run Westerly along the arc of said curve 18.70 feet to a point on a South 00'50'42" West for a distance of 24.98 feet; thence run North 89'09'18" U non -tangent line; thence, departing said curve, run South 00'29'58" West for a distance West for a distance of 50.00 feet; thence run North 00'50'42" East for a distance of M of 132.14 feet; thence run South 80'35'00" East for a distance of 18.43 feet; thence run South feet; thence run North distance 30" West for a distance of 120.00 feet; thence run � South 89.30'02" East for a distance of 587.50 feet to the East line of the Southeast 1/4 South 00a distance " West fora distance of a run feet; thence run South 08'36'37" / West for a distance of 18.29 feet; thence run North 89'27'30" West for a distance of / of said Section 31 and the West line of the Southwest 1/4 of said Section 32; thence run M North 00'42'14" East, along the West line of the Southwest 1/4 of said Section 32, 121.20 feet; thence run South 08'36'37" West for a distance of 30.05 feet; thence run for a distance of 328.68 feet; thence run North 88'20'13" East, along the South line of North 81'23'23" West for a distance of 50.00 feet; thence run North 08'36'37" the North 3/4 of the Northwest 1/4 of the Southwest 1/4 of said Section 32, for a East for a distance of 31.52 feet; thence run North 89'0918" West for a distance of LO distance of 1323.85 feet to the East line of the Northwest 1/4 of the Southwest 1/4 of 126.19 feet to the POINT OF BEGINNING. d UTILITY COMPANIESPECHTiiiiiiiiiiiiiiEVANSs said Section 32; thence run North 00'42'37" East, along said East line, for a distance of Q 1033.65 feet to the Northeast corner of the Northwest 1/4 of the Southwest 1/4 -of said Contains 49.462 acres, more or less. ENGINEERING, INC. Section 32; thence run North 00'46'53" East, along the East line of the Southwest 1/4 of the Northwest 1/4 of said Section 32, for a distance of 687.88 feet; thence run North WATER & SEWER: ORANGE COUNTY PUBLIC UTILITIES 89.13'07" West for a distance of 171.70 feet; thence run South 81'40'04" West ' f 501 EAST JACKSON STREET for a distance of 76.79 feet; thence run South 66'56'26" West for a distance of 99.35 feet; thence run South 56'51'21" West for a distance of 131.17 feet; thence run d RECLAIMED WATER: CITY OF OCOEE D /��p C5 ORLAND09 FLV9I�DA $2$®1 South 46'31'48" West for a distance of 122.20 feet; thence run South 66'35'54";,1 75 r1 /fie! V V91 West for a distance of 96.48 feet; thence run South 14'40'26" East for a distance of �• TELEPHONE: SPRINT 176.51 feet to a point on anon -tangent curve concave Northerly, having`,a radius of E ME^� { `f1-1 ELECTRIC: FLORIDA POWER CORPORATION �407) 8 s 2-1515 390.00 feet; thence, from a tangent bearing of South 75'19 34 West, through a 4 I c ;jCD central angle of 04'25'24", run Westerly along the arc of said curve for a distance of - 30.11 feet to a point on a non -tangent line; thence, departing said curve, run South t CABLE: TIME WARNER COMMUNICATIONS 00*50'18" West for a distance of 129.61 feet; thence run North 59.27'36" East for a distance of 23.47 feet; thence run South 33'26'30" East for a distance of 91.59 "- U) AUTHORIZATION NO. 00006788 feet; thence run South 45.09'11" East for a distance of 32.46 feet; thence run South -0 0 2732'03" West for a distance of 203.22 feet to a point on anon -tangent curve -� concave Southwesterly, having a radius of 350.00 feet; thence, from a tangent bearing of LAND USE DATA TOTAL SITE PARCEL ID: 32-21-28-0000-00-010 31-21-28-0000-00-006 ZONING: R-1-A LANDUSE: RESIDENTIAL DENSITY: NO. OF UNITS - GROSS AREA - GROSS DENSITY - AREA CALCULATIONS: TOTAL AREA: CONSERVATION AREA: ROW AREA: COMMON AREA: LOT AREA: LINEAR FEET STREET - (SINGLE -FAMILY) 140 49.46 ACRES 2.83 U/A LOTS 1-49 ZONING: R-1-A MIN. LOT SIZE: 10,200 SF MIN. LOT WIDTH: 85 FEET MIN. LIVING AREA: 1,200 SF MAX. BLD. HEIGHT: 35 FEET TOTAL 85' LOTS: 49 LOTS SETBACKS: FRONT: 25 FEET SIDE: 7.5 FEET REAR: 25 FEET SIDE STREET: 25 FEET 49.46 ACRES LOTS 50-140 3.29 ACRES ZONING: R-1-A 0.37 ACRES .32 ACRES MIN. LOT SIZE: 9,000 SF 38.32 ACRES MIN. LOT WIDTH: 75 FEET MIN. LIVING AREA: 1,200 SF f6,230 L.F. MAX. BLD. HEIGHT: 35 FEET TOTAL 75' LOTS: 91 LOTS SETBACKS: FRONT: 25 FEET SIDE: 7.5 FEET REAR: 25 FEET SIDE STREET: 25 FEET IMPERVIOUS AREA DATA/2 TOTAL AREA: 49.46 ACRES CONSERVATION AREA: 3.29 ACRES ROW AREA: 7.48 ACRES IMPERVIOUS AREA: 5.39 ACRES PERVIOUS AREA: 2.09 ACRES LOTS & COMMON AREA: 38.69 ACRES IMPERVIOUS AREA (507.): 19.35 ACRES PERVIOUS AREA: 19.34 ACRES TOTAL IMPERVIOUS AREA: 24.74 ACRES TOTAL PERVIOUS AREA: 24.72 ACRES PARKS & RECREATIONAL FACILITIES NEIGHBORHOOD PARKS THE NEIGHBORHOOD TOT PARK (TRACT A) 1. CHILDREN'S PLAY EQUIPMENT 2. PARK BENCHES 3. LANDSCAPING AND IRRIGATION TRACT LIST TRACT DESCRIPTION ACREAGE (AC) OWNERSHIP MAINTENANCE A PARK 0.37 HOA HOA B CONSERVATION 3.29 HOA HOA C INTERNAL STREETS 2.60 HOA HOA D INTERNAL STREETS 1 3.55 HOA HOA E INTERNAL STREETS 1 1.33 HOA HOA A DRAINAGE & UTILITY EASEMENT AS SHOWN ON PLANS 25' REAR YARD SET- BACK I� I 5' UTILITY � --�{ 5' UTILITY & DRAINAGE I & DRAINAGE EASEMENT z EASEMENT (I II � � DYARD 7.5 SIDE YARD - I I (5' STREET (25' STREET SIDE) SIDE) ( II L - - (( UTILITY 25' FRONT YARD SET - & DRAINAGE BACK EASEMENT ROW ROW 75' OR 85' WIDE . N T Y P I C A L L 0 T P L A N.T.S. CONDITIONS OF APPROVAL 1. THE PROJECT IS PROPOSED TO BE GATED AND SHALL COMPLY WITH ARTICLE Vlll, CHAPTER 34 OF THE ORANGE COUNTY CODE FOR GATED COMMUNITIES AS WELL AS ANY AMENDMENTS TO THAT ARTICLE THAT MAY BE ENACTED ON OR BEFORE DECEMBER 31, 2002 REGARDING THE ENFORCEMENT OF THE REQUIREMENTS CONTAINED THEREIN. ALL REFERENCES IN SAID COUNTY CODE CHAPTER TO THE "COUNTY" SHALL BE DEEMED TO REFER TO THE "CITY" FOR PURPOSES OF THIS REQUIREMENT. 2. A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS AND PAVED AREAS SHALL BE GRANTED IN FAVOR OF THE CITY OF OCOEE, ORANGE COUNTY UTILITIES AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. 3. ALL THE STREETS (TRACTS C, D & E) AND DRAINAGE FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 4. UTILITIES TO BE OWNED AND MAINTAINED BY ORANGE CO. PUBLIC UTILITIES. 5. THE ASSOCIATED STORMWATER SYSTEM TO BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION WITH AN EASEMENT DEDICATED TO THE CITY OF OCOEE. 6. ALL ON -SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED BELOW GROUND. 7. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES, AND A 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAY. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 8. ALL UTILITY AND DRAINAGE EASEMENTS UPON INDIVIDUAL LOTS SHALL BE MAINTAINED BY THE LOT OWNER. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS. SUCH EASEMENTS SHALL BE DEDICATED TO THE CITY AT THE TIME OF PLATTING. 9. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION SHALL BE CONVEYED TO THE HOMEOWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 10. ANY DAMAGE CAUSED TO McCORMICK ROAD AS A RESULT OF CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT SHALL BE PROMPTLY REPAIRED TO CITY STANDARDS BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 11. SIDEWALKS ADJACENT TO ALL COMMONLY OWNED TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. 12. THE PLAN SHOWS AVAILABLE PAD SIZE FOR REFERENCE ONLY. FOR EACH INDIVIDUAL LOT WITH R-1-A ZONING, THE BUILDINGS SHALL NOT EXCEED 40% LOT COVERAGE. THE TOTAL OF ALL IMPERVIOUS SURFACES ON EACH INDIVIDUAL LOT SHALL NOT EXCEED 50% LOT COVERAGE. 13. STREET LIGHTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETION AT HIS EXPENSE AND THE COST OF THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. 14. ALL UNDERGROUND UTILITIES SHALL COMPLY WITH ORDINANCE NO. 95-17, WHICH REQUIRES PEDESTAL -MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5 FEET FORWARD OF THE FRONT BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY LINE. 15. THE CONTRACTOR IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION WITHIN THE CONSERVATION AREA (TRACT 'B') AND INSIDE THE WETLANDS LINE. THOSE AREAS ARE TO BE FENCED OFF DURING CONSTRUCTION AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBILITY OF DISTURBANCE IN THOSE AREAS DURING CONSTRUCTION. 16. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREE WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZA11ON SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE SPECIMEN AND HISTORIC TREES. 17. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED ALONG PROPOSED LOCATIONS OF ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE. 18. ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ALONG THE FRONT OF EACH LOT WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 19. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY AND THE ENGINEER PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL ALL TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 20. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY, UTILITY EASEMENTS, DRAINAGE EASEMENTS AND SWALES, RETENTION AREAS, ALL PAD AREAS AND MASS CLEARING/GRADING AREAS DUE TO SEVERE EXISTING GRADES. ALL REMAINING EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL REMAIN UNTIL THE TIME A BUILDING PERMIT IS ISSUED, UNLESS INDIVIDUAL LOT GRADING FOR DRAINAGE PURPOSES (IN ORDER TO COMPLY WITH MASTER DRAINAGE PLAN) REQUIRES LOT FILLING OR CUTTING. 21. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO THE DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONS, ASSOCIATION DOCUMENTS, AND DEEDS CONVEYING PROPERTY TO THE HOMEOWNERS ASSOCIATION OR THE CITY, SHALL BE APPROVED BY THE CITY PRIOR TO PLAT APPROVAL. 22. ALL EXISTING STRUCTURES AND IMPROVEMENTS (INCLUDING BUILDINGS, POWER LINES, AGRICULTURE FACILITIES, EXISTING AERIAL AND UTILITY FACILITIES) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 23. IN THE EVENT A MASTER HOMEOWNERS ASSOCIATION WITH SUB -ASSOCIATIONS IS ESTABLISHED, ALL REFERENCES IN THIS PLAN TO "HOMEOWNERS ASSOCIATION" OR "HOA" SHALL REFER TO THE MASTER ASSOCIATION. 24. A STREET TREE SHALL BE PROVIDED ON THE FRONT OF EACH LOT WITHIN 5' OF THE ROAD RIGHT- OF-WAY LINE (2 STREET TREES ON CORNER LOTS, WITH ONE ON EACH STREET), PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE HOUSE CONSTRUCTED ON THE LOT. EACH STREET TREE SHALL BE A MINIMUM OF 2" DBH AND 10' TALL AT THE TIME OF PLANTING. 25. A 25' UPLAND BUFFER FROM THE WETLANDS LINE WILL BE PROVIDED AS PART OF TRACT 'B' TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 26. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSIDERED AS SUCH AN EXEMPTION. 27. STORMWATER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODE AND THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT. 28. THERE WILL BE A TOTAL OF 7 PARKS WITHIN THE FORESTBROOKE SUBDIVISION (UPON COMPLETION OF ALL PHASES), WITH 25 SEPARATE AND DISTINCT ACTIVITY USES, CONTAINED WITHIN 2 TYPES OF PARKS - MASTER COMMUNITY PARKS AND NEIGHBORHOOD PARKS. THERE WILL BE 3 MASTER COMMUNITY PARKS AND 4 NEIGHBORHOOD PARKS. 29. ALL FINISHED FLOOR ELEVATIONS SHALL EXCEED THE 100 YEAR FLOOD ELEVATION BY A MINIMUM OF ONE FOOT. 30. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 31. AT ALL CORNERS AND WHERE OTHERWISE APPLICABLE, SIDEWALKS SHALL HAVE ACCESS RAMPS CONSTRUCTED TO ACCOMMODATE THOSE IN WHEELCHAIRS AND OTHERS WHO ARE PHYSICALLY CHALLENGED. 32. HOMES WHICH ARE BUILT ON LOTS WITH EXTREMELY STEEP SLOPES MAY BE CONSTRUCTED WITH AN EXTENDED STEM WALL FOUNDATION TO AVOID UNNECESSARY FILLING AND TO SAVE AS MANY PROTECTED TREES AS POSSIBLE. THESE SPECIFIC LOTS WILL BE DETERMINED DURING CONSTRUCTION PLAN APPROVAL. 33. A HOMEOWNER'S ASSOCIATION WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT OF COMMON AREAS AND FACILITIES. 34. TRACT 'A' TO BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 35. ASIDE FROM ROADS, CONSERVATION, OPEN AREAS AND RETENTION AREAS, THE ONLY LAND USE WILL BE DETACHED SINGLE-FAMILY RESIDENTIAL. 36. THE HOUSES WILL BE ONE, TWO AND THREE STORIES OF THE TYPE COMMONLY FOUND IN CENTRAL FLORIDA DEVELOPMENTS. SOME LOTS MAY HAVE WALKOUT BASEMENTS OR GARAGE UNDERS. MAXIMUM BUILDING HEIGHT WILL BE 35' MEASURED FROM THE FLOOR ELEVATION OF THE BUILDING TO THE MEAN ROOF HEIGHT. 37. DEVELOPER SHALL COMPLY WITH THE PROCEDURES FOR NAMING SUBDIVISIONS SET FORTH IN ORDINANCE NO. 2001-18 OF THE CITY OF OCOEE. 38. THE EXISTING GRADES ON INDIVIDUAL LOTS WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS DURING THE CONSTRUCTION OF THE SUBDIVISION IMPROVEMENTS. 39. NO DEVELOPMENT WILL BE ALLOWED WITHIN 25' OF ANY WETLANDS. Q40. THE 10' FLORIDA POWER CORPORATION EASEMENT OVER LOTS 21-25 AND 43-44 SHALL BE TERMINATED PRIOR TO THE PLATTING. A41. THE SPECIAL SHADING PATTERN ON SHEET 23 IDENTIFIES LOTS WHERE MASS CLEARING AND GRADING ARE NECESSARY. LOTS SHOWN WITH THE SPECIAL SHADING PATTERN ON THE FINAL SUBDIVISION PLAN MAY BE CLEARED AND GRADED DURING THE CONSTRUCTION OF THE SUBDIVISION IMPROVEMENTS. CARE MUST BE TAKEN WHEN GRADING THOSE LOTS TO MINIMIZE TREE REMOVAL FOR BUILDING PADS. GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE PECHT-EVANS ENGINEERING, INC. WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO INSURE TIMELY CERTIFICATION OF CONSTRUCTION TO AGENCIES AND TO AVOID DELAYS IN ISSUANCE OF CERTIFICATES OF OCCUPANCY. 2. CONTRACTOR SHALL MAINTAIN A SET OF PLANS ACCURATELY MARKED -UP WITH AS -BUILT INFORMATION ON RIM AND INVERT ELEVATIONS. AS -BUILT INFORMATION PREPARED BY A REGISTERED LAND SURVEYOR IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT REQUIREMENTS SHAL BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. 3. REGULATORY SIGNS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION. DISTURBED MONUMENTA110N SHALL BE RESTORED BY A FLORIDA-LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE. 5. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL ROADWAYS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR DRAINAGE RESULT FROM THE ADJUSTMENTS DESCRIBED, THE CONTRACTOR SHALL NOTIFY THE SITE SUPERINTENDENT PRIOR TO PLACING BASE SO THAT RECOMMENDATIONS FOR CORRECTION MAYBE MADE. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND THE FIELD CONDITIONS PRIOR TO CONSTRUCTION. 7. CHAPTER 17-153 OF THE FLORIDA STATUES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. DRAWINGS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY ON -SITE INSPECTION BY GAS COMPANY PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A NEW CONSTRUCTION AREA. 8. ALL PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9. ALL DISTURBED AREAS SHALL BE RETURNED TO PRECONSTRUCTION CONDITIONS, OR BETTER. 10. ALL PAVEMENT MARKERS, STRIPING, SIGNAGE, AND OTHER TRAFFIC CONTROL DEVICES TO BE INSTALLED BY CONTRACTOR PER F.D.O.T AND THE CITY OF OCOEE STANDARDS. 11. THE FOLLOWING AGENCIES AND COMPANIES SHALL BE NOTIFIED 48 HOURS PRIOR TO BEGINNING CONSTRUCTION: A. THE CITY OF OCOEE ENGINEERING DEPT. B. ORANGE COUNTY PUBLIC UTILITIES C. BELLSOUTH TELEPHONE D. TIME -WARNER COMMUNICATIONS, INC. E. FLORIDA POWER CORPORATION F. FLORIDA DEPARTMENT OF TRANSPORTATION 12. CONTRACTOR TO BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED. IF THERE IS A QUESTION AS TO WHETHER A PARTICULAR AREA SHOULD BE CLEARED, THE CONTRACTOR SHALL CONTACT THE OWNER FOR FURTHER INSTRUCTIONS. 13. BOUNDARY AND TOPOGRAPHIC DATA WAS PROVIDED TO PECHT-EVANS ENGINEERING, INC. BY BENCHMARK SURVEYING & MAPPING CONSULTANTS, INC., DATED JULY, 2000. 14. THIS PROPERTY LIES IN FLOOD ZONE 'X' PER THE F.E.M.A. FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 12095C 0210E, DATED DECEMBER 6, 2000. 15. ALL MARKINGS TO COMPLY WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 16. ALL TRAFFIC CONTROL SIGNS AND STRIPES SHALL CONFORM TO THE M.U.T.C.D. AND THE CITY OF OCOEE TRAFFIC STANDARDS. EACH NEW INTERSECTION SHALL HAVE A 30" HIGH -INTENSITY STOP SIGN AND A 24" THERMO-PLASTIC STOP BAR. 17. FLORIDA POWER CORPORATION SHALL DEVELOP A LIGHTING PLAN DURING THE INFRASTRUCTURE CONSTRUCTION. 18. SIDEWALKS SHALL BE BUILT TO BE FLORIDA ACCESSIBILITY CODE COMPLIANT, INCLUDING HANDICAPPED RAMPS. 19. 4' CONCRETE SIDEWALK SHALL BE CONSTRUCTED THE LENGTH OF THE FRONTAGE FOR ALL TRACTS AS PART OF THE INFRASTRUCTURE. 2\20. ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY VERTICAL DATUM, RELATIVE TO THE NATIONAL GEODETIC SURVEY SEA LEVEL DATUM OF 1929. SPECIFICALLY, ORANGE COUNTY BENCHMARK DESIGNATION NUMBER L-653-013 WAS USED FOR THIS SURVEY. BEING A 2" ORANGE COUNTY CONTROL BRASS DISK IN THE TOP OF A 6" CURB TO A PARKING LOT ON THE SOUTHEAST CORNER OF OCOEE-APOPKA ROAD AND McCORMICK ROAD. PUBLISHED ELEVATION IS 103.42'. Q21. SIDEWALK THICKNESS SHALL BE A MINIMUM OF 4 INCHES EXCEPT AT DRIVEWAY WHERE THEY SHALL BE 6 INCHES IN THICKNESS. PAVING & DRAINAGE NOTES 1. ELEVATIONS AT CURB ARE EDGE OF PAVEMENT GRADES. 2. THE MINIMUM ROADWAY GRADE SHALL BE 0.30%. 3. MINIMUM GRADE OF SODDED DRAINAGE WAYS TO BE 1%. 4. COORDINATION W!TH LANDSCAPE CONTRACTOR TO ASSURE PONDS ARE SODDED TO PREVENT SCOURING. 5. F.D.O.T. INDEX NO. 102 AND 103 SHALL BE USED FOR EROSION AND SEDIMENT CONTROL. BEST MANAGEMENT PRACTICES AS REQUIRED BY THE CITY OF OCOEE SHALL BE OBSERVED. 6. SITE GRADING, PAVING, AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CITY OF OCOEE AND F.D.O.T. DEVELOPMENT STANDARDS AND SPECIFICATIONS. 7. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8. THE STORM WATER RETENTION/DETENTION PONDS SHALL BE CONSTRUCTED DURING THE EARLY STAGES OF CONSTRUCTION. SODDED AND/OR SEEDED AREAS SHOULD HAVE VEGETATION ADDED AS SOON AS FEASIBLE. 9. SOILS INFORMATION WAS PROVIDED TO PECHT-EVANS ENGINEERING, INC. BY ANDREYEV ENGINEERING, INC. Q10. ENVIRONMENTAL SWALES SHALL BE CONSTRUCTED AS PART OF THE INFRASTRUCTURE TO BE OWNED AND MAINTAINED BY THE INDIVIDUAL LOT OWNERS. 11. ALL CONSTRUCTION ACTIVITIES PROPOSED ALONG THE EXISTING WETLANDS SHALL REQUIRE PLACEMENT OF A DOUBLE SILT FENCE PLACED 3 FEET APART UPLAND OF THE WETLANDS. THE PROPOSED SILT FENCE SHOWN ON THE PLANS IS THE MINIMUM REQUIRED. ADDITIONAL CONTROLS TO BE UTILIZED AS NEEDED. THE CONTRACTOR SHALL INSTALL THE SILT FENCE PRIOR TO ANY CLEARING OR GRADING ON -SITE. ONCE SILT FENCE HAS BEEN INSTALLED, THE CONTRACTOR SHALL MAINTAIN INTEGRITY THROUGH PERIODIC INSPECTION AND REPAIR. 12. THE CONTRACTOR SHALL ERECT PERMANENT PROPERTY MONUMENTS THAT ARE VISIBLE TO RESIDENTS AND CLEARLY DEFINE THE CONSERVATION AREA BOUNDARY WHERE THE LIMITS ABUT EACH RESIDENTIAL PROPERTY. THESE MONUMENTS SHOULD BE VISIBLE AND DURABLE (4-INCH SQUARE CONCRETE PILLARS OR PRESSURE TREATED WOOD POSTS) AND SHOULD BE INSTALLED AT EACH CORNER OF THOSE BACKYARDS THAT ABUT CONSERVATION TRACTS. THE CONTRACTOR SHALL INSTALL A SMALL, PERMANENT SIGN ON EACH LOT TO REMIND RESIDENTS THAT THESE AREAS MUST REMAIN UNDISTURBED IN PERPETUITY. 13. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER FDOT INDEX #280. 14. AS -BUILT INFORMATION AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. 15. THE DENSITIES AT UTILITY AND STORM STRUCTURES (LOCATED WITHIN ROADWAY TO 3-FEET BEHIND THE CURB) SHALL BE 98% WITHIN PAVEMENT AREAS, AND 957. FOR STRUCTURES OUTSIDE PAVED AREAS, BUT ARE WITHIN THE RIGHT-OF-WAY, PER AASHTO T-180 MODIFIED. Q16. ALL CURB INLET TOPS ARE PRECAST CONCRETE. UTILITY NOTES® 1. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. 2. WATER MAINS AND SANITARY SEWER GRAVITY MAINS ARE TO HAVE A 10' (MIN.) HORIZONTAL SEPARATION DISTANCE MEASURED FROM EDGE TO EDGE. IF THE HORIZONTAL SEPARATION DISTANCE IS LESS THAN 10', THE SANITARY SEWER MAIN SHALL BE UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED. L 3. AT WATER MAIN/SANITARY SEWER GRAVITY MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF THE VERTICAL SEPARATION IS LESS THAN 18", THE SANITARY SEWER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED. MECHANICAL JOINTS ARE REQUIRED FOR THE SEWER PIPE IF THE SEPARATION IS LESS THAN 18". 4. ALL POTABLE WATER AND SEWER LINES TO MEET ORANGE COUNTY SPECIFICATIONS. 5. MINIMUM SLOPE ON ALL SANITARY SEWER GRAVITY MAINS TO BE 0.30%. 6. RESTORE ALL DISTURBED RIGHT-OF-WAY AREAS TO PREVIOUS CONDITION. 7. UTILITIES: ELECTRIC: FLORIDA POWER CORPORATION (407) 646-8501 POTABLE WATER: ORANGE COUNTY PUBLIC UTILITIES (407) 836-7014 TELEPHONE: SPRINT (407)814-5334 SEWER: ORANGE COUNTY PUBLIC UTILITIES (407) 836-7014 CABLE TV: TIME -WARNER COMMUNICATIONS, INC. (407) 532-8511 RECLAIMED WATER: CITY OF OCOEE (407) 905-3100 8. FOR ORANGE COUNTY WATER AND SANITARY SEWER DETAILS, SEE SHEET 18 OF 23. 9. ALL WORK ON UTILITIES SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE UTILITY COMPANIES, OWNER, AND PROJECT ENGINEER. 10. SANITARY SEWER LATERALS MUST BE AT A DEPTH OF 3 FEET (MINIMUM) NOT EXCEED 6 FEET AT THE CURB FOR ALL LOTS. 11. HYDROSTATIC TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. 12. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651. 13. AT WATER MAIN/STORM SEWER CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18", THE WATER MAIN SHALL BE 20 LF OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING. 14. WATER MAINS AND STORM SEWER MAINS ARE TO HAVE A 10' (MIN.) HORIZONTAL SEPARATION DISTANCE. IF THE HORIZONTAL SEPARATION IS LESS THAN 10', THE WATER MAIN SHALL BE AWWA C150/C151 DUCTILE IRON IN THOSE LOCATIONS. THE CONTRACTOR IS TO DEFLECT WATER MAINS AROUND DRAINAGE STRUCTURES TO AVOID CONFLICTS. 15. P.V.C. WATER MAINS SHALL BE C-900, DR 18 AS SPECIFIED IN THE ORANGE COUNTY STANDARDS FOR WATER MAIN CONSTRUCTION. 16. CONTRACTOR SHALL MAINTAIN MINIMUM 3' COVER OVER WATER MAINS, SANITARY SEWER GRAVITY MAINS, AND RECLAIMED WATER MAINS. 17. SANITARY SEWER GRAVITY MAINS SHALL BE SDR 35 PVC. 18. P.V.C. WATER PIPES MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. 19. ALL DUCTILE IRON PIPES MUST BE IN ACCORDANCE WITH AWWA C160/C151. 20. AT SANITARY/STORM SEWER CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18", UPGRADE THE SANITARY GRAVITY PIPE TO SDR 26 PVC. 21. ALL UTILITIES CONSTRUCTION CONNECTING TO THE OCPU SYSTEM SHALL CONFORM TO ORANGE COUNTY MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION. 22. THE CONTRACTOR SHALL NOTIFY THE ORANGE COUNTY PUBLIC UTILITIES CONSTRUCTION DEPARTMENT 48 HOURS PRIOR TO ANY U11LITIES CONSTRUCTION PH. #836-7274. 23. AT WATER MAIN/RECLAIMED WATER MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF THE VERTICAL SEPARATION IS LESS THAN 18", THE RECLAIMED WATER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED. 24. WATER AND RECLAIMED WATER MAINS ARE TO HAVE A 5' (MIN.) HORIZONTAL SEPARATION DISTANCE MEASURED FROM CENTER TO CENTER (OR 3' INSIDE EDGE OF PIPE TO INSIDE EDGE OF PIPE). IF THE MINIMUM HORIZONTAL SEPARATION DISTANCE CANNOT BE MAINTAINED, THE RECLAIMED WATER MAIN SHALL BE UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED. 25. AT SANITARY SEWER GRAVITY MAIN/RECLAIMED WATER MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18", THE RECLAIMED WATER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED. 26. SANITARY SEWER GRAVITY MAINS AND RECLAIMED WATER MAINS ARE TO HAVE A 5' (MIN.) HORIZONTAL SEPARATION DISTANCE MEASURED FROM CENTER TO CENTER (OR 3' INSIDE EDGE OF PIPE TO INSIDE EDGE OF PIPE). IF THE MINIMUM HORIZONTAL SEPARATION DISTANCE CANNOT BE MAINTAINED, THE RECLAIMED WATER MAIN SHALL UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED. �27. THE CONTRACTOR SHALL MAINTAIN A 3' MINIMUM DISTANCE FROM THE RIGHT-OF-WAY LINE TO THE WATER MAIN WHEN POSSIBLE. AT STORM STRUCTURES, THE CONTRACTOR SHALL DEFLECT THE WATER MAIN AROUND THE STORM STRUCTURES TO MAINTAIN A 3' MINIMUM CLEARANCE WITH THE STORM STRUCTURES. 28. IN ACCORDANCE WITH ORANGE COUNTY'S RECLAIMED WATER STANDARDS (SECTION 24 OF THE MANUAL OF STANDARDS), ALL RESIDENTIAL LOTS SERVED BY RECLAIMED WATER SHALL AT A MINIMUM, PROVIDE AN APPROVED DOUBLE CHECK VALVE BACKFLOW ASSEMBLY AFTER THE POTABLE WATER METER TO BE LOCATED ON THE OWNER'S PROPERTY. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING ALL BACKFLOW ASSEMBLIES AND THE PROPERTY OWNER SHALL MAINTAIN THEM. Q29. WATER SERVICE PIPING SHALL BE ENDOT ENDOPURE 1" POLYETHELYNE TUBING CONFORMING TO SPECIFICATIONS IN AWWA C901. m 7r-r- J 0I- o ¢ J z O � = o Q 9 N ¢ W r*z N U w 0 o > �- z w z a. 0 ~ � w D z w 00 0 Ld z UJ V W �LLJ a M O \ a\ter c G to 0 00 tUuCUo, � M i�) E W �• ¢ w I °� r ¢ J iY � 0 0 F C) Z o00 N0 z 00 W H iLc c; Qz Z 10 zz _ V. UAW gq �Lo w vLu ic 10 toIF • . MJ •' IL •; ca c,; •' r • DRAWN. TT CHECKED: TT /DATE: / MARCH, 20®S SCALE: NONE CAD NAME: FBSNOTES JOB #: 92804 SHEET #: 2 OF 24 SHEETS E c r- U c cY c I R i c Z v 0 c c cy S 4 c'' 0 U c S c i v c S c S Z d c R c' v S c a 200 GRAPHIC SCALE 200 400 ( IN FEET ) 1 inch = 200 ft. LAKE APOPKA 100 YR. ELEV. = 69.0' NORMAL WATER LEVEL = 63.7' INATER AREA NOT INCLUDED IN TOTAL ACREAGE CALCULATION o TRACT 'P' PARK/GAZEBO / I' TRACT 'N' CONSERVATION ZONED A-1 NOT PLATTED — SOIL BORING LOCATION SOIL TYPES OCANDLER, APOPKA SMYRNA POMELLO �,� TAVARES 3 8 ST. LUCIE 4, 7 TAVARES, MILLHOPPER SANIBEL W WATER O SAMSULA, HONTOON, BASINGER ZONED R-1 N ' RESIDENTIAL a T U J N J � o Lal 24 UO let 27 lot 2c O> tot 27 Lot 2h 0 Lee 27 Lot 24 � Lot ae tot as � Lol a8 Lot 2S � lot ab Lee 2, � Lot 26 Lot a5 lot 28 Lot a5 _ �fcCORYICK ROAD I— — AB 12 r — 1 LIFT STATION TRACT 'C' PAVED ACCESS pP¢� 42 AB-7 g tJ AB-1 43 I 2 ,�ptP F.G4z 3 Ogg F 44 y 4 9 OQ 9.5 8 PHASE 246 ~ 5 7 10 G 6 �RPG( B-11 47 11 TRACT 'HAB-2 I PARK ACCESS 13 12 48 15 14 O53 52 51 50 ag / 16 46 54 \ AB-8 135 134 55 � --- 17 136 _ 18 137 133 56 / / O I 35 19 138 AB 10 139 F. 57 p 34 20 140 132 C�PG� �j131 42 47 58 36 129 \ B-3 J3 IB-2 128 ZONED R-1 59 37 126 ZONED R-1 RESIDENTIAL 32 116 -4 � 125 �I �., 21 NOT PLATTED 60 38 Q 31 127 IB-1 3 12 _ � 47 / \U 61 i 39 AB-13'� 22 117 rRgcT AB 4 5 6 7 -I � 0 30 1 118 %F• 62 PR �= 23 q / - \ gPG� 29 23 119 / 91 RB-3 ,/-- 1 a 120 121 122 O• 4 92 93 94 97 98 99 //SB- 7 8 9 1D o \ T gg i00 / 6 69 68 [67 66 65 64 G3 40 - 28 24- 85 120 RACr S 95 -2 v I\ , -- I TB-1 1i9 118 RB-10 101 J ' 5 — TRACT 'G'_ AB 5 - 27 84 83 82 81 80 / RB-9 �__y� �, S 84 117 J -\ O 79 121 116 115 114 108 ' P,B-3 ' 113 107 ' . J 47 AB-4 11 70 72 I 74 41 / 25 A 7 AB-2 110 10, � � � / 50 86 RACT 'p' l 78 83 122 72 71 Q v I < 4 F 12 71 73 31 26 87 82 RB-5 73 81 \ TRACT 'K' 80 q 126 125 2 V� 124 zo z _ L - ZONED R-1 123 RB- _ RESIDENTIAL 47 U � U 87 O686 88 89 1 90 FM rq TRACT 'X CONSERVATION/WETLANDS 41 New location of nest located 8-10-01 647 ' 69 63 TRH 68 CT S 67 62 78 I ' iRB-6 RB- 77 — 76 75 60 74 59 AB-5 (� TRACT 'f' WET RETENTION 58 44 1 57 56 46 AB-6 55 1 SOILS LINE (TYP) 54 B ZONED R-1-AA RB-11 � � m 51 89 G� 109 106 103 VB-9 Lv P,B-1J 3 13 10 11 t� 32 105 104 291 52 97 96 RB .8 TRACT 'F' J JJ 121--2 14 9 12 �� 28 33 2 95 94 93 92 91 90 76 _ J AB-10 v 7"R4CT`S _ RB-12 TRACT 'C' 1 15 8 13 11 v 6 34 53 ZE 75 i 0 27 54 1 98 _ 0 74 53 47 TRACT 'R TRACT 'A �� 115 G---- \J /TRAC 'G' PARK 7 14 26 R 35 �4 55 99 114 113 112 111 1 0 109 c~i 52 � `-� 46 `-ACT 1AB-3 � Q � 73 ag J � TRACT 'D J 1 � �8 RB-13 45 I 30 3 .. �.. i6 6 15 25 (' ( 36 1 56 100 4? 72 29 17 5 l 102 103 1O 105 106 107 108 51 50 ag ! 16 AB-4 37 1 1 57 101 B-14 71 B-18 24 AB-6 I•RACT 'S' 5 �_ '� (J A 28 i 18 4 17 38 58 _— _ TRACT 'D' — 70 43 J W ll ]�'� l 35 O ` J AB-11 2� i9 3 23 59 68 69 36 ,1 18 60 6 62 63 64 65 66 67 39 42 ' Q Q z 40 34 37 / w o ? 20 22 �----- — � -_ � 2 v 19 RB-14 41 ' v c; v v 4g O 33 _I / J 25 21 1 41 47 J J cr "' 9 20 21 38 Q ZON A-1 39 40 ~� J' AB-8 24 32 AB- 42 NOT LATTED � 4T 23 TRACT C 22 49 48 45 43 47 46 44 RACT 'V' J TRACT 'W' @rAiijimim�---- PLATTED NOT PLATTED ZONED A-1 PHASE 1 TRACT 'W' ACCESS ROAD TO BE CONSTRUCTED WITH FINAL PHASE OF SUBDIVISION W 0 N W 0 N SOILS LINE (TYP) ti 00 � M .. u.i ri IQz F0 z o F C3 cm Z CO o r ¢10 a O Do W W ¢z CD 10 zZtg I---. C L4-J 3� N Lot, 0 j LL Z to • DRAWN: TT CHECKED: TT ®p DATE: MARCH, 2®®S SCALE: 1"=2®' CAD NAME: FRS ASTER JOB #: 92804 SHEET #: OF 24 SHEETS 6 I 3 FUTURE ACCESS ( ( STREET 'J' - _�`` / IY 31 l r (- - I ROAD SHALL BE - tipSE 1 CONSTRUCTED ` S u 1 WITH THE FINAL 2 11 3 1 1 4 I �- PHASE OF THE , I �) I 11 I I -_J LI L__� �� I 7 1 SUBDIVISION ,- 22 21 r CURVE TABLE CURVE LENGTH RADIUS C1 30.11' 390.00' C2 10.09' 350.00' C3 45.25' 205.00' C4 38.85' 25.00' C5 119.69' 175.00' C6 18.70' 276.25' I Irri{ I I 2U I I 19 // `� -- I j LJ 4 - - -J ( i I I I / / 18 % ``�'_' - STREET ___ 234.70' S00'42'14"W L / / 17 '1 _ \ \ I 8 I PT - 770 t 7 0 100.26' 85.00' 49.43' 6 0 / / I F - i o I I o- -1 I- r- 70 J I TRACT 'A' I 15 I I 14 I I I( I( \ L J N I I 2 03' S7;;,- i PARK I I I I 13 I 12 \ --- -12611 rn I / 0 2 I 3/ 6S.tg. L__J L__� L__J 1 I I 11 I 9 1 L - - - I L - - J L< ! / ij. � � \ �0 82, 204.18' SO-50-42"W L37 L - - J L- _ _ J L - - - J o ( 7 56 t'S. / \ 17.28 85.00' 85.00' 16.90' 32.66'L36 L 5 5 48 A 86.76' 85.05' 48.28• 37 28, f - - - 1 THE OAKS AT PARADISE PT = ,,,+-7g•�; J /// 5 �.t, F - - 7 (- - - -) (- - - ("- -... I 1 I per Plat Book 18, Page 74 I-- 120.00' 3 + O 731 00 732+00 13 80 76, \ ( I o I p I r "' STREET N N 3+0p \ 6 Q? I- sto: 130+o0d \ \ I 7� I 7 7= 1 i 9 I �. I I 1 L - - - -I sto: 111+47.W 75.44' 92.46' 440' 72 N i I 10 71 70 o ( ( o ro VALLEY 108.65� <Y \ ) 3 87' ^�a -J L_ _ _ -J "t Y 0 o Q R a 4 L -_� L __1 I 1 -7 0 ^+ coo f 47 o'no o GUTTER a I i- ` \ 4% 0 85.00' _ 85.00' 85.00' _ 1- 1 I II it'' 1 � � 50' - I 20 p� I I �"� I \ 0 ' 44' 1pO R 135+00 136+00 137+00 ¢ 85.7 ' L33 I j ! I NO - - ) I I I 1 9 I 1 $ o` / \ TRACT I'C'-;- - ^00'R I L - - _ _j-' 10E DRAIN. 0 o I I o L I a' L- - - -I L- - - --J t, ' / �� 69.89 - 738+00 -1 I I F - - - 1 6 'n 100'R _ 0) 46 � rn - i 17 v /\ ss.00' as.00' se.00' 8s 70' STREET N' ao ao I I co M 100.10' 83.02' ` �' 3s. j 68 1 85.85 L.31 o r - 444REMO.88 - � 39.65' 6.5908' - I '0 T2fl.00` o POWER POLE I -� 38 �889 16 1 15 g I a I I- - ` 1 (' - - - L - - - -� P 11 7 44 BY CONTRACTO(2 �32 REMOVE EXIST. I I 14 13 � V 1 I �I [- f RRQQ I oCn � 12 ? EXIST. 10' FLORIDA o - ( I � 21 � r \ 9 S BY�ONTRACTOR ow � 73 I I 72 I 24 r i POWER CORP. ESMT o \ ti TO BE VACATED I 45 I \ I 22 / \ S2 96Q - _ - _ _ -I - -I _ W '/ \ 85.00' 85.00' a5.00' - -1 � �� I I I I I I 67 I i > > 85.63' 4.91' I I ` + A 63.13' 85.00' 85.00' _�_ 80.89' i_ _ - J L i0' DRAIN. g °o 1 � / 23 Ss• - � 85. Esrsr� 'y I- 85.00' 27.41 63.2j' - �85' Oi, �00\ 68.92' 77.62' \ / - - - I _ ! - 1 - �so.90 L28- � - - - � �' -_.- 30.92 59.39'� t j ' � 0 �c, yPi D G, $ 44 a� 4es6 ,15+00°R S 6 24 �o I 25 I�26 I 27 I R 28 I �10ESMT.IN. tl- -I I 66 REMOVE EXIST. to I 1 ^^ 9.03' S6.23' 28.34' ° 1 29 RI 4 I II T j I -(� ?with GRAPHIC. SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. i Z11 - I POWER POLE t$3.(313 _ 725, ) \ -- - - J L- - - _ _ _ _ L � - 1 30 74 _ _ - J RE, FJ�� _ L t I Site Benchmark # 2 BY CONTRACT R f- - _ -'! r -- R X° SR _ 1 I r - 1� Top of 1ch Iron od - _ - -i - I I EXIST. 10' FLU DA ° 85.08' _ 85. �s 85.00_ 85.00' J Imo__ - �� - - J I 65 I and Cap 'TRAV T 5205' wM POWER CORP. E T 97•32' ^ I I I 42 ( h ITO BE VACATED s�pj °R 8+00 t-N tts+ 00 11 0o t2t+oo �0.90 90.20' 1-2 I ( I 1 Elevation = Y26.53' U I 43 1 1 41 Z i 40 R ----+ T- I t - t t 22+0o i- � CT C h 00'R o 10' DRAIN. z I I I 3 8 ,o �23+00 100' ___-�%�h 1 - _ _ , ESMT. `� c rn w 69.55+ a � I _l L_ - - L_ _ - - ^ ss.o ' _ s5.00' ss.00' ss.oT",�V r STREET= 'N1' - _ - Q (n n'85.85' S I o 85.34' 85.00, ° n - ' _ _ -I �- - - (- - _ _ 85. -I- ---~ ("" - .--� 8$' i + 85.04' L24 - - ( I 64 { I I M�38 I 37 '5793' 35 _34 L--- 33 1 `I I I _I IIII x CD 32 r- 15' WALL/FENCE, �Stuart St_ (dirt)39 SIDEWALK &LANDSCAPE - DRAIN. o lw l w31 41 "o 50' EASEMENT E62 I 61 I I 60 I I 59 I I ' 25.83 3.833 I I I 58 I I 5- i I 5°. '9.4965.63' 8 EX ST. 0' 56' RCW 1k _ _ - L TRACT 'C' Not Platted S. 6' L22 _ o �- - ` J/ \ / \ LIFT STATION V TRACT 'B' 25' WIDE 0.10 AC LINE TABLE LINE LENGTH BEARING L1 171.70' S89'13'07"E L2 76.79' N81'40'04"E L3 99.35' N66'56'26"E L4 131.17' N56'51'21"E L5 122.20' N46'31'48"E L6 96.48' N66'3554"E L7 176.51' N14'40'26"W L8 129.-6i1' N00'50'18"E L9 23.47' S59'27'36"W L10 91.59' N33'26'30"W L11 32.47' N45'09'11"W L12 203.22' N27'32'03"E L13 30.12'I Nw.& e_1 57"W L14 50.00' S27'32'03"W L15 19.42' N62'27'57"W L16 126.25' N27'32'03"E L17 73.92' S08'36'47"W L18 175.72' N84'33'33"W L19 50.00' N6352'25"W L20 64.86' S50'16'19"E L21 156.88' S89'27'30"E L22 92.50' N00'32'30"E L23 142.30' S89'27'30"E L24 24.98' N00'50'42"E L25 50.00' S89'09'18"E L26 17.21' S00'50'42"W L27 120.00' S89'27'30"E L28 59.39' N00'50'42"E L29 18.29' N08'36'37"E L30 121.20' S89'27'30"E L31 30.05' N08'36'37"E L32 50.00' S81'23'23"E L33 31.52' S08'36'37"W L34 126.19' S89'09'18"E L35 37.28' S00'50'42"W L36 80.94' S,09'3434"W L37 35.99' S06'26'15"W L38 50.00' S03'34'11 "W L39 132.14' S00'29'58"W L40 18.43' S80'35'00"E 400 UPLAND CONSERVATION AND - "'- U') T , ,� \ 12' UTIL. BUFFER DRAINAGE EASEMENT �e _ - N TRACT 'G WETLAND 'STREET '0 _\\ , ^ ESMT. LINE (TYP) _�_..,..`"`. \ \ 5' UTIL.. 25' WIDE r _ UPLAND I - - - I G� - - -I r - - - U / \ ESMT. ( o rt BUFFER I 40 I ��P P9\� c I i I - � �\\ 54 \ TRACT 'H' 20' UTIL. N • 5 .49 17.65 49.46 25.gq, `\`� P I 39 I � I 38 / \'� � \ \ , � PARK ACCESS ESMT. ) 30.57 55.46 a 61.42 0669 ° -'i �6'31 5 p 4j 9 N J I I 25' WIDE ' / 0.04 AC 5' CONC. � I 1rDRA1N. 53 18.49 60.67 4 50.16 2 2j L - �- _ J U2i AND ` \ \,C, i � SIDEWALK 6`Z f- - I I I o<� I I ESMT. 6Si' = 15.2 �, S3 N) BUFFER J i / \ 2 \ BY DEVELOPER X \ ¢ I 5631- ( �� r ~ 7 20' DRAIN. 36� \ A T 'D \ N° 1 T�AC I �A 4 20.31' S \ 1 �� W o� 57 � " 4Z 55 I �AlESMT S \ 53 sa) ( I Summer Haven Ln. (asphalt) \ �N 58 \ I I ( 1 54�� I �4s.6s �--� A ' ` DRY RETENTION/RECREATIONAL PARK I \� w O 1 53 v, / u }y 15' WALL/FENCE, I \ s i I I 52 " I 51 a, TRACT 'F' Poa� _ �g C t J r J 9, Q GI AC SIDEWALK & LANDSCAPE -- 1 I-- _ J L - 1 j` ��'' o / CONSERVATION AND / oNSER�T to ' 1 - EASEMENT DRAIN. I 75.00'` L- o�� ^ DRAINAGE EASEMENT TOT- r 0 / 73.42' a 90+00= t<h �P�� 1 / / . U °F rt r 10 75.00, sto: 31+2G3 I-- _ J i J ESMT. I 59 /� ���$ 34+00 75.00' 75.00, 75.00' ` 50 / �^ 25 1.52 AC , A \.� lOT 52 J- \' .� 4sTti,3�./ h �O � 5.72 7 --' _ � - 1 T i0 30+o s88 . � `°a `ou• � r �-' --1� L .__ - - 5 I 1 I 75.00' I71.69' /jmo co-- °oz o5w -- --- r-7 1 6 5 5� 60 _LL00GUR 27/ /TI °+ L o P + 101 1 100� I 99 t I a 4' a r ` // 28 I I 29 I I 30 I I I I I! I 1 �I 35 { I �o [ --- J �B ro n u t -,3102 o I I I gg I �; o I 97 j \ \ / I I I I I I 31 I 33 ! i --- -1 00 i I 19 ! I I I 10' DRAIN. I I I \ \ / 1 I I 32 1 34 { - Q� C w�� 1 I _ J PC = 9t w L ESMT. \\ ` `1 (- _ ___ I J R I J 1 I 1 50 IP0 1- - - � L - _ J L .- - iv 7 F25 00° \ J O �� 1 b � KE1 � �_ - - � � td _ @ II I I 2 ESMT, L ZONED- ( I 0 75.58' ° - ' �� _ - - ^�� ( I 1 I tD Rachel St. dirt - - J I o 75.26' 95.30' M t _ - - - ---- Crt L I30 01 ` W I- - f� 5 80= - -a 78:-55'-- - <e I ( 2 6 / /\ 22 ^ R - - /� r� M M I o -N ,_ZP,ACT 'G 3S. � T i�T ) �? , 1 bo I I I 2 P o I��� 102 { I 115 " M I 96 I (- / / \ A y5 ----- _ S I BEET P F�o } 1�! O .� .� 62 0 1 N 1 ^ L I _/ i �7 - '�, I 1�� 49 } ( o t- _ i J _ �( _ F Z - I '��� L- - Y61.61' - L_ _ _ J x `� -� �'O5''� �I -�Z / 25 ! _ _ - � __ � r_ _... - --� t '0> � v � 15' WALL/FENCE, � I N to i �� �30 0_ -I - --I0 jam' - '�`� / /r 4 - - - - -� I I I I , \ z / SIDEWALK & LANDSCAPE-� o _ _ (- - n w t _� \ / F 1 1 1 U I \\ \ / / \ EASEMENT -' 7 `` ` x �� o I 103 I o I I M o ( w '�/ ��� ! 24 I I 22 I I 21 I I { 20 ,hD'EDMTIN. j \ - + +-a-� IFof I I I I 114 95 w \ 23 I 10' DRAIN. _� { 1 { j '\ \ s. rn o -o o \ f -1 d� rn `� 63 to pl o o 1 I + M I i� �. �� < I I 1 1 ESMT. L // d 48 (--- ( -- 1--- 1 -� �__ a v 1 L- - 1s8.50 - -� (_ M o, �o �� 86 7 \ _�1 8= , V '� 20' u . I --140-T4- ° 1- - ts3.251 - -� M (\ �76 / v \ I I I I / f7 �� �\ / \ \ / / I I / I I ^ ESMT. r r o 10' DRAIN. --13t-01'- - to i o \ \ �� 24 - _ \ \ ESMT. -t 1-- ----� r-----I + --- \\ / o o �`� L� 4 __ �� \ \ \ / / 47 1 I �6 ( I 5 I I 44 I f. 45 42 o rt k 1 rn o 104 �; o I I o I - 1 r7 T h ^ �' Sg \ 140 % S. \ L - _ L _ _ J i - - -� L _ I I ESMT. J I o 0 0 o 0- ESMT. AIN. \ \\ J ^ ryo o / \ \�� L _ _ J 1 �`¢ w \ 2� \ 1 N N \ 18 2 J 20' DRAINS f ` 64 I o -t o 1 ( 113 o 94 �l'M 1 s . / , W ? °� 1 I I I � 87 % / \ \ 116 sta: 80+00- --I 1_ 1 L _ � \ 85\ �. /\sta: 72+ fob- o _ i 4$00'-- o U 1#5.02` _ J o N - -1 I I f - - - �� \ 5� v n Q Sw \ 3 / 6 ° 117 N k \ '9 17 \�.. TRACT G STREET Ooo. 2oo'R i- - -1 (- 1 / �• h \ VALLEY h o T I a 45' 1- - I , 1 I o o iv o 1 x3 \ \ O / 6� �. / GUTTER "o,o \ \ / \ R s, h _ - Glover Ln. (dirt) 1 o I 65 i o sa o I 105 - 1 ( 112 ' �I I I ^ I 93 , ^ io DR 88 " 84 /� J ti / / ° / \ 5 `� \ \ / / / ` \ ` `I (� r 0 1 o ( ` ttc - J - J 1 ESM7AIN. l �n `� y� / ,•^ \ 118 , 66 �1 $,x�0 a� 25'R e S� S \ KViP �c,�D \ V / 16 r-- I tab fl0� -i - -` x 1- - - - _ _ r _ - -rz�3� ,5' �/ / ° \ \'' x°° ��A `' 138 >-� - _ - 7 + � ( to o j6 M (� rn / ` oo �b l� �R � / O O 6 (c� \ / � �j ESMT. � o rt o I o 0 0 (' I;. > /� sMT 3�, 59 / '� \ �' '\ / ► ► 5 I I 4 1 -1 N 106 o I 111 I I 92 1 �; I/ \ tip/ ,° // / I I I N I o I I�� 83 1 �k / �s \\\\// 1 I 1 I I I i I 3� 2 I I' 4 S I 66 I g - - f I " 50. I I N ( 89 I o ( 20.95' / / 119 ��� S �o� 128 0 °°' I i 1 I I r49.r7` L- -140 oa- -I r L 12a 23' - I o ^o N / \' ;, 1 0• o > h \ \ 1 37 P a 15 L L -Y36 00`- I - - - - I- - - - --I - J 0 L - 2 P 4s+a3.tz _ Y68 c°� �G /^ ry� \� ACi/ems �s °o \ \ v }\ \'o I o I w ' i� 12so' m �- 9�'� 0 0 124:80' d 1 1fl7 I ui o I 110 I o o I N ui 91 d co I 15' / ro / h O �. \ �\ ' ��• 0 6 7 0 0 ^ I 1 �) g (� I 1 a "� s 3. 2 82 ORA1N. l `n 1� \ o ` % \p 5� ° \ % �P \ / I ° 0 0 o k. cb / O x o I -13a 00= 1 N L- - r46.a6° - -I I- -J m >_ J TRACT 'A' I ESMT / 120 / N / \ ?�� 129�°ry /\ �,. 6 �° �5`��� \ \ 7 \ L. - - - _ -r4a oa- -13a oo= 0 �1j L / 127 \ 1� �`� \ sx \ 136 \ \ 14 \ J� \ i (�' �1 (� �1 PARK + L`4'55:24= `�45;3 -•� �/ I 61, / 04 N 1 - I I - I cy v V- / 5/ ^ �v' v` \ G I ( ( j o 0.37 AC /` i_ �a^ / / e �.�� / �\ F� \ \/ a Y.IST. 60' { I N \ 108 ^ o 109 0 o I g Q I o o� N�'NO PARKING,A, \ % / 15' \ 130 h \ \ / / / EXIST. 30' OOCEA RO ,: o � o R / cr \ SIGN 1 Z. I S �� ORAI N / / \ -\ / \ DRAIN. ESMT. 68 I a \ o 0o I I I I o SIDEWALK BY s 81 I �I I 121 i SS ESMT \ 'NO PARKING J J \ TO BE MODIFIED ( z o o DEVELOPER 10 \\ rn I NO PARKING' o NO PARKING' //��1 v / p I X ( Roilin'o Ln. (asphalt) N 1 1 °o \c9S., \ n - - - I st 45+42.70= S I � PT = + 5. I /T \SIGN cow I 1 I \ °A8 o oi / s -I st : s7a 44 z - 0 6 1 SIGN o slcN 126 `- �' 1 Uj0 T = 75+80.53 o I 135 13 0 60.17' - 115.00' L� ¢ ° sP 105.00' agko iy� c� �-- T32 48'_J - 14@ 99'- - 1 84+45.00 I / w 116. 76+32.38 J _ ) .44+00 45+00v 46+00 \� R A o �--- - N - -1 i 10 RSS' t""128:78t. -J a<j' m iy� ^ -'.1 s 0 ,- o �,---- 1 --- Rss TRACT 8 x N�fRACT + STREET 'U'-'A 47+00 'NO �ARKiNG'Q 1 0 0 ` I 1 ' " } a NO PARKING' , <0. { 69 % 61.40' _ _ - 7 2S'R /9 SIGNI 80 W 122 1 g° / �� 'N PARKING' o 131 } ^°' i SIGN 1� 1 r - - - -,�, / Q DRY RETENTION 5' CONC. �° N rt �r s _ _ _ _ $ I / / 2.38 AC SIDEWALK I m o� ` o I 75.00 75.00' 75.00' 75.00' 74.80' fig' Sl, °°' I 1 2�' 18 1 I 4 \ 1 / _ 'NO PARKING' VALLEY6 \ i 43 SiGN I 'NO PARKING' 4 3/, kk8 I 134 { \ _ _ _ _ _ 15' DRAIN. i SIGN I BY DEVELOPER v u 3 { / \ % -1 -I I- _ _I F.- _ _I r- _I (_ S�GN U4EB_ \ ESMT. o� / 125 ( / i _ _ J -\ 10' DRAIN, I 1 2 I / f x cn I I l I ESMT. 1 �o I \ LO 0 l0 / / i I r °o I \ I - - \ \ / 15' WALL/FENCE, I / / 70 / 71 I 72 1 73 1 74 $ I M M 78 1 79 \ \ J °' I 124 I (� 1 / 133 R ( / / / \ J SIDEWALK & LANDSCAPE 75 9- 1 76 9- 1 77 � / 123 \ 'I \ I -1 f 1 \ / \5' DRAIN.I / / 132 I \ \ I / I I \ EASEMENT r °r ✓/ / / 1-I fil fil 1 I III i 1 r !� o I ESMT. / r 1 \ \ I I I // 11 i Q \ N N - 5.81' 140.38' - .5.0075.00I - - - I ----...90.71- 114:/ .C11 M 61.89' 169.17' 38.7 181.60'1033.65' N00'42'37"E 203.35' 687.89' S00'46'53"W ZONED A WESTERN BELTWAY Twin 30" RCP - MES East Inv. = 89.70' West Inv. = 89.45' 60' m� U) z 0 U) z Z C z 0 W N6 U) 0 W z a 0 W U) Ld W � O o� W m LO r w ' M� d ty z � x W Q 0 0 Z 000 "a C-D Ui DO L �p �+ Q z Z i® ® 04 F),JL U mom ® z W L4mJ UA CC in 0 0 0 - 10 .s r DRAWN: TT CHECKED: TT ®®w ®��Dss�AjTE: ,2008 SCALE: 1"=100' CAD NAME: FB3$ITE 92604 SHEET #: Am Aw IN OF 24 SHEETS Q Lf� CD I I 00 0) dJ / M o� d S Q / to m s d s 75 / d' CD Cll Q� In 0 FUTURE ACCESS ROAD SHALL BE CONSTRUCTED WITH THE FINAL PHASE OF THE SUBDIVISION 0 EXIST. 10' FLORIDA — POWER CORP. ESMT TO BE VACATED REMOVE EXIST POWER POLE BY CONTRACTI 2 EXIST. 6" RECLAIM TIE TO EXIST. s" RECLAIM VALVE o 49 6" PVC RECLAIM 48 47 46 w` 6" PVC RECLAIM 45 SAN MH#2 44 43 a ' d i� 31 � - J EST 1b E 1 P ASE 1 2 3 4 21 20 �_ — 19 18 -TIE TO EXIST. _ 8" WM VALVE — — 17 d 16 TRACT 'A' 15 IM 8 PVC PARK 14 13 12 SAN MHff7 t1 6" PVC RECLAIM 8 PVC 5 11 • Es 71 . Lam `; SAN MH#8 a----7 + ° ?40100 141+0 + 6" PVC o RECLAIM b o REMOVE EXIST. z 12 RIEL16 15 14 O EXIST. VALVE RECLAIM POWER POLE 1.3 a ? BY CONTRACTOR o 22 REMOVE EXIST. w 1 11 21 POWER POLE o o� 73 72 EXIST. 10' FLORIDA BY CONTRACTOR o SAN MH#3 POWER CORP. ESMT 1g N WM 8 PVC TO BE VACATED �_ o 1, 5+00 25 26 27 FIRE HYDRANT 28 ASSY. (TYP) 29 s" PVC X°o �� WM 8 PVC ��� 30 74 TIE TO EXIST. RECLAIM _ 8" WM VALVE j 42 41 EXIST. 8" WM 40 s+oo , 9+00 STRE T 'M 20+00 121+ 00 ,22+00 123+pp SAN 8 py _ 125+00 SAN MH#5 4+00 0 SAN MH#6 6" PVC " RECLAIMCONNE TO $ EXIST. 6" 0 38 37 36 a 35 34 EXIST. AN MH RECLAIM TIE 0 EXIST. 6" 39 z W o W a 33 �`'' 32 a RE AIM VALVE DRAIN. o w b a 31 41 ESMT N + 0 tr. Not Platted w / TRACT 'B' CONSERVATION AND I DRAINAGE EASEMENT 25' WIDE WETLAND 25' WIDE UPLAND / LINE (TYP) UPLAND BUFFER WETLAND o ' BUFFER .+ LINE (TYP) 04 ro 15' DRAIN, o ESMT o Z go: 7 v 20' DRAIN. o N 57 56 Z 55 54 <� ESMT. \ b W 58 0 53 o W 52 L 6" Pvc 51RECLAIM 10' DRAIN. SAN MH#13 6" PVC 50 0 -� ESMT. I 59 3a+00 —RECLAIM TIE TO EXIST. 6" °moo / STRFIET 'P' 33+0o RECLAIM VALVE yx°° 32+po 0 EXIST. 6 " _ SAN 8 PVC 31+p 3o+p0 RECLAIM / 0 SAN MH#12 \ I b 60 oa WM s Pvc SAN MH#11 !! 9 0 27 + CONNECT TO101 100 99 98 to EXIST. SAN MH _+ \ WM 8 PVC 9,6" PVC WM 6 PVC f 8 E WM TO VALVE RECLAIM 1 I 61 q� F/n f ( yn A. — 6" PVC EXIST 8" WM °O 6 \ " 7 'I 4 i 8 9 5 10 I + THE OAKS AT PARADISE per Plat Book 18, Page 74 69 6 68 67 I� 66 7 1 UTILITY UTILITY LEGEND FIRE HYDRANT ® SANITARY FLOW DIRECTION j GATE VALVE ® MANHOLE i I TEE U SANITARY SERVICE (DOUBLE) ® BLOW —OFF J SANITARY SERVICE (SINGLE) D REDUCER _I 90` BEND WATER SERVICE (DOUBLE) �A AIR RELEASE VALVE I WATER SERVICE (SINGLE) 4 RECLAIMED WATER SERVICE ONEI R-1 � �ENTIAL 65 64 63 62 61 60 59 58 57 56 18 0 17+O0 16+00 5' OD �.� 55 \ °o 40 QAR� 39 I 38 1 37 36 54 i,,,�"----TRACT 'H' PARK ACCESS , ,.K \ 53 POOL L � TOT — LOT 52 AS� 2 1 + i 51 + l 35 __- 34 I ' 50 = RECLAIM - — — — - 10' DRAIN. 26*oo — z?+oo + ' w ' ESMT. 2 00 s 1 — 0 0 96 25+00 24+0a -` za o0 22+00 NOT PLATTED I rD 62 102 ��� 115 N EXIST. 8" WM �— — 1 � � � � 49 l� 25 EXIST. 6" EXIST. 6" '-� o � RECLAIM � � EXIST. 8" WM 1 RECLAIM I � 21 20 1 19 m U \ 24 �, x 95 23 2 TIE TO EXIST. 1 ° 48 F�, 103 TIE TO EXIST. 6" � n � 114 63 # o SAN A4H#19 86 \ I 8" WM VALVE o RECLAIM VALVE SAN MH 10 M TIE TO EXIST. 6" \ 10' DRAIN. ° TIE TO EXIST. .RECLAIM VALVE — 8" WM VALVE ESMT. o ° 10' DRAIN• \ CONNECT TO \ 18 \ I 104 ESMT �ryx \ EXIST. SAN MH 6" PVC 140 113 94 85 / RECLAIM o° \ 64 w to 87 CONNECT TO \ 116 N SAN MH + EXIST. SAN MH \ x 0 0 ' WM 8 PVC 1 117 e ko 17 65 ( 105 112 ' 93 $$ 6" PVC 139 h RECLAIM WM 6 PVC 111---............70' DRAIN. �•� o / r� \ -i ESMT ,, ti . 118 a1xo 16 138 og I FSyT01, WM 8 PVC 106 111 92 6" PVC 66 WM 8 PVC 83 o� s" Pvc 119 ��� / 01x RECLAIM 128 \ RECLAIM 89 SAN MH#17 / \ \ �� �\ 137 15 TRAc_r 'F' • CONSERVATION AND DRAINAGE EASEMENT v OREST RO ICE - 28 , 29 30 31 I 32 33 SAN MH#18 D \ rx WM 8 PVC 107 91 / SAN MH#2 � / 67 a WM 8 PVC 110 o 82 75' DR aln,. / 120 \ o .�' 's 1296" PVC RECLAIM + TRACT 'A' Es MT WM 4 PVC 0 127 F ° 6" PVC RECLAIM WM 6 PVC PARK o * 4" PVC RECLAIM o \ ° SAN MH#91 109 90 121 ' esMi IN. �/ 130 y 68 OS \ 81 I I WM 4 PVC w Xoo WM 8 PVC AIR RELEASE o ,, / o SAN MH 23 # 126 VALVE WM 8 PVC 76+32.3 4 +00 44+00 STREET U. 4s+00 as+oo 84+45.00 69 _ 47+° 80 122 SAN MH#14 RECLA M SAN MH#15 6" PVC RECLAIM SAN MH 16 15' DRAIN. #L 1 125 I ESMT. I SAI 70 71 72 73 74 75 76 77 78 79 I ( 123 15' DRAIN. "''III f I 124 ESMT. 132 ZONED A -I EST .R BELTWAY 136 14 MH#21 4" PVC RECLAIM 135 1; 133 134 Z _ I —A north GRAPHIC SCALE L ( IN FEET ) 1 inch = 100 ft i 1 1 1 x12" FORCEMAIN Stuart St. (dirt) BY COUNTY a 0 I a N N � V t- r o 0 x x TRACT 'A' I� Summer Haven Ln. (asphalt) DRY RETENTION/RECREATIONAL PARK f I yy 12" FORCEMAIN } BY COUNTY t� 1 :7 1 I 01- fl � < C I I n f n I o i 'I n Rachel St. dirt 12" FORCEMAIN BY COUNTY x rt r o n' N � V 47 46 45 44 1 /I 43 42 rt o 1 I N N 5+00 4 00 3+00 ° 0 00 2+00 f, Glover Ln. (dirt) 6 5 4 3 N N 2_ 1 ( I o i 7 r 0- 2- ° N N \ 4. 12" FORCEMAIN , �o 8 BY COUNTY Rollin'o Ln. (asphalt) xg o6 TRACT B o ( o 0 6o DRY RETENTION I I� a rn N N co < W rn v �• o x 11 10 rt 0 N N Twin 30" RCP - MES East Inv. = 89.70' West Inv. = 89.45' ` II M� W I- v, 0 U w z Z z O � o a� w fC Q 1r LIJ J z Q rn 0 w w 1�- o i t I00 LO d w z na J 0 0 0 r= z o00 F-r- CD a ®� cc o =0 LLJ Cm F- QZ 10 _z TM IQ g® `C^.) L4-J w 1..1. a ® %! tttj cc i INC IL t j I DRAWN: TT CHECKED: TT DAAuTE ®, gg pppp: AO/'4<7CH, 2®®3 SCALE: 1"=1®®' CAD NAME: FBSUTIL JOB #: 92804 SHEET #: OF 24 SLEETS CL of 0 4 to M 0 I I CID -P 4 v to d S a m d s 75 / d- CD 110 N m O Q FUTURE ACCESS ROAD SHALL BE CONSTRUCTED WITH THE FINAL PHASE OF THE SUBDIVISION SILT FEN( (TYPICAL) i SILT 1 FORESTBROOKE SEE SHEET # 7 f GRAPHIC SCALE 60 0 30 60 120 24 ( IN FEET ) 1 inch = 60 ft. J THE OAKS AT PARADISE per Plat Book 18, Page 74 o co 6 OW 97 3 7 m F- U) w J U) Z. � r ¢ C� 0 0 ¢ Z 0 o- c� w N w x F o 4 � 00 c0 00 to ' Ld n_ L; z a- H 0 O � U N 0 0000 „ a N0 Z 40 00 L� ft Q z z 1- r v) C:5 z U�® N L.�J � h � N "' � ® we Z j cc ,�- MM s �I 1Y mc III IL lu W cc 0 C) ® N6 cc u lu sc � 69 sc ® IL 916 ,f u u DRAWN: TT a D STURB XIST. VEG TATION C WITHIN CONS NATION SEE SHEE T 6 CO SE --1- - - _ 17-t-00 -+00 .._ . D SNAG DO NO B 25' WID I ( I --- ----- - _ >- 10� `- -I-�- `� �S EXIST. G ATION UP AND 1'�, WITHIN C S VATION FFER 0-)--- \1"--- EASEMENT %Q D SI I 0 CED ' 39 10 37 94 \ = 1 �=131:3--- / - ` �o '° � � ` - • • GRAPHIC SCALE O / 60 0 30 60 120 240 ♦, � FF=134. � TYPE 1 � 1 \ • TRACT , ' /� TYP_EJ __ OD. q 2 \ / \ c9 \� � o l ` CONSERVATION AND - �� g 90 10'g AIN. I 130 o �' _ s 29 ' DRAINAGE EASE, "SMT. 2p �2j ��o .► ( IN FEET ) f 134.00 F -11 .6 ^max S / 1 inch = 60 ft. 1,y.• TYPE,C---"'- / 130.35 15n 1-- S '! \ Mdd � �•-� � \ ti � � "� �a oo _--'--- 0 65 I TEE j0 � � T. � '�. \ �•� ` ��+;• / BTi2#25 3oso '�0 1 .4DSTVB 'r`~ 1�5 / 10 \ r' A(Tli I 51 (I IC I FF=138.3 IMH �h 101 9 9 j a S y ,�O I o I ! TYPE B/C + TYPE A 2.3 8 `e, 1 35 N I _ I o G O I TYPE A TYPE A FTYPE A o 1 ( o R \ \ 8 2\ J 0 i ? 3 3 I \ I 34 { 1 I I'a I-� 10 RAIN. I 61 I J L1 ZF 1W _ j �� �� / i 5 0 ESMT.FF, � L __ �'` ° � 7�� - _ _______-/ o� a� OD B �'ss 1�1c,0 °o 20 + 00 CC 'o _;lrk _ .��� I 9 6 + ,o' o D / \ 2 +oo , I 24 j 00 - 23+00 vo ���I- o - fi 10 2 i / �\ I I ,tiO I o I - \ � �p 7 Ff��S FF-143.3 I � 115 � � 0 I FFj-143.0 n I ( STR 21 TYPE A A I FF=142.3 / _ MOD. \ \. \�- g 2 1 Y 4 g I PE B 15 RCP MOD.- _ o I TYPE A / o j \ \ 76 A - o STIR 3 C INLET _ f TOP = 1 .6 00 �� 01 '� 7 INN. = 6.8^� STR 22 � 1 143 j �. ' S�� � ` p1Q'.pRAiN. ^ \ � � /\ n I I 19 � d FF- 1 �\ �♦ /1123 2 LF _ o FF 1E A = nFF- 43.6 j o TYPE A i , FF-143.7 I o TYPE 8/C AD I E B - R`�� I TYPE A " j MOD. \ \\ TtE-T9 EXIST. J 48 _ ' °' - _ _ _ -y�- ram. 1 0. \ \ \ \ N S ®0.9 0 {�I^oI MOD. L L 30 ? E s J \ \ \\ I I I Om 104 I 1\ _18 10' DRAIN. -- FF=144.3 13 FF=1 2 ESMT. 64 I \ ' xo TYPE A I FF=145.0 FF- 4.5 gj 31.20 o \ _ TYPE FF=14 .9 I I I 14� I TYPE A I TYPE B T k,�°o �. } = 8\ \ \ \ MOD. / SILT FENCE I TYP B w - - - J ,�o , A STR 30 MOD. 42 j -1- .7 ♦ \ (TYPICAL) \ D. 'A? To TYPE _ _ 1 \ o - i 'Aso r - - .. -_ I , Ao \ \ \�\ \ 1\4• �\ F�1 g -M. D. pp H O o/ \ 1 S #31 U o o j \. \ C o a° 1 \ 94.0 / I ao �.�� n 105 I I w D' DRAT . ' o �� 4 \\ D. \# D 3 9 D ,- i 6 5 24 RCP I FF=144.6 I 112 9 3 ESMT. �D / ��\ %Q 99• c9 0 \ 1E C / % ° \ TYPE A.7 I I TYPE A - I , FF=145.4 ( .- Lo FF=144.9 7 ' j 8 8 y0 / ' 2 E o i '� � TYPE A TYPE B ��5 j � /J � 6- � ., 9. o TYPE A/B - -1 20 MOD. ( F=140.8 M D /� OD. j R ` CSC T _ \ A o0 7 70 1 \ 94.00 1 ooF- I o o l�t\7 _ / SDmAIN, I I I 10 6 I7 �h MH 8 \i I I 6 n I FF=145.0 I 111 -+ T 9 FF=14 1 15 RCP I STIR 19 rn'E A ' FF=145.8 I -1 s TYPE A TYPE A/B o j 57 = h� TYPE R - - s � _ �A FF D 0 T 12 0 FTYP A \ ` �5 \ 1 op & s I I V. 1 .0 \ t •2p TYPE A o `' 1 ♦\� \ A 9 0 15 1 o 'o STR#20 I 7 F=145.3 I Io I TYPE A °) I y 1 I 'so I ,� • I c� . I ,� --� \ o h ,� �A�g � - � 3.5 \ �>s 2 o D `IN. � 1 TR 0 110 i 1--MT. 1 129 `,s o I _ _ 5 / S\ \ 4 I W 1 �j FF=146.2 0� FF=14 TYPE A TYPE A I � � 5" RCP I F=142. ® •p� / �� S 4 x 6�,. 'R3 - s _ Ass STR#36 S 37 MODC / = 1. \ 1 0 \ 1\ MED. STR 9 �A .2p FF=�103.8 \\ L - Ao 'A� r---=_- --� r _ h-- s I o / � E A _ 12 D o2 X E C 1 4 ss ---- ti ( TRACT A �, _ - -- 2. o M D. \ I s I ^ I ' I as I .,=- "� � - R?,o � --\�,-�" -- � _ - _ l "� D. 1 'g o \ -� 94.o0\ MH � 8 108 I I \- r � j � PARK � � / �" _ ST�2 4 � � \ F -1 5. so p ,-- � I # FF=1 .0 I 09 90 I I I �l o° # 1 I I 6 8 I \ I f � � C \ �.11U' INLET 3 \ \ 0 o TYPE A \ / ,- \ FF=145.6 I \ TYP A I 14 I FTYPE A h F36. TYPE A I I / \ f 1 I ( IN = f128.9 1 I 30.4 �\ i TYPE A I �436 `'x \ I ^� M h° 4j \ 1 'DRAT Z �,, \ _ 1 o k o a F=14 3 \ \ 1 0 1 6. 1 4.8 ° 1 3 o � d• d. I N ESMT. I FF=13 o� o 1.s I N - 1 Cr �.,• \ MOD. I '•�� 9 ' 12 AD \_-� 1 �2 2. ( I F=10.2 i \ \ SjTR#16 k0 ° I P �A ° 142.25 \ f o r3 ` \ \ y YP C 1 \ C _ �80 / pb O o `?30 8 +45.00 v'�� 1 fl ' ' 0. 0 _ I 1'I ° Y° O 0 �� I ° � •A RGQ 1 2.50 ,� _. __ ----- � t s 3• � 143.80 'Tt Gj° �✓ MH 5 1 O ,� N7$ - -� - u'SQ s St S 1 1 _ j R \ + � ar 5 '� � h2• ! sr ? fS � ono ,�j - --� A 1 RCP 44+00 - 144.55 'Sb` kha 1 .33 r / ,f Ro Q % _ 1 47+00 A j V O 12 2 i M" 33.5 ♦ r, v ^� jRR i 6 g \ \ / 4 +00 - f - I 45+00 - 46 00 STREET 'U' / 142.8 1�260 22s _ w e O O 135.60 0• / s° I FF=19 Aq.4A0 1 FF 143.7 0 A I FF=138 TYPE A / SILT FENCE I / (TYPICAL) 70 / =146.4 TYPE A / I G/- - - - - - - - 146.10 12 1 A ? ?moo \ I 9oW FF-135. 2 I C S 5 M90. 1 \ \ \ P7.50 j 5E S JNI . \�P fl.0 1 50 1278 fj 1 4 FF=145.2 FF=138. O FF=144.1 FF=1E A C \ \ 14 LF I \ 12 A6 i I \ j r \ \ \ ® 2r6 �----- L--- ---- --J O __ _� 3j -- - 1_ /S # 6'%y° A3 o SILT FENCE o o OO ° Ao >o ICAL) ILT FENCE ^° ( ICAL)LONED A-11 \ \ W ESTERN BE-JITYVA' STR 17-#��� oy S \ 1 72 73 74 75 76 77 FF- 46.4 E A FF=146.4 TYPE A FF=146 7 FF=146.8 FF=146.8 FF=146.3 FF=145.7 TYPE A TYPE A Oy TYPE.q TYPE A TYPE A N° 1h I lipg 1� lip. 0 m F~- U) W J Q O �2 w M. Q o- 0 Z 0 Q 0 W cn W fkf ICJ ®00 co CTD ui s w a (n W ¢ L LLJ o � 0 0 P= C� z o00 NO V z to o 0 L4-i a Z z 10 �CD 'VIP ®v- to >� _ma 1--�-j w ui gC V- i, c: cc IUL DRAWN: TT E 0- Co Cu 0 0 0i m 0 1 �D 1 Co m 75 n-i d Q c� i m N U) d S Q / to m d s 75 / ,I - CD Cu / 0 / '- J 12" RCP - MES -1-' � � South Inv. = 84-.25' '� ZONED —� � �RESIDENTIAL Catch Basin > North Inv. = 83.71 Top Elev. = 89.45' U? Z ( I I I I Inv. = 86.75' J Lot 27 Lot 24 Lot 27 Lot 24 Lot 27 Lot 24 � o Lot 27 Lot 2: 0 > Lot 27 �L of 24 a EXIST. TYPE 'H' INLET E 0 TOP = 94.0 U) Lot 26 Lot 25 U o INV. = 89.15(2-30") Cn Lot 26 Lot 25 i LL===� Lot 26 Lot 25 Lot 26 Lot 25 — — _ o Lot 26 Lot 25 INV. = 85.00(42") CD, El 86 — --- --M coo r m I c k — SILT FENCE x X x x x 6 SILT FENCE - _ — TOPIC — — TYPICAL _ c x x 0 0 -- G o --- o 0 0 o=—o=a—a=ts—=o=_- 8F conc. flume — — $ 8— — — — — — — -- — — s 84--- � 8 8------------------� ° ° o 8 82 I ICO Q Twin 30" RCP — MES L42" RCP — MES �I �� 9 1 84' .n� �`� —East Inv. = 89.70' Inv. = 94.46' TRACT 'C' I I �j 7 8 78 - 8 82 Went Inv. = 89.45' LIFT STATION 7 7 I I\ ---````? 8 ° °o MOVE & RELAY I / / 80 8 _ EXTERED 2E RCP, 1NVTERED 8 N0D N 41�I 10x10' STONE co — — \ ;g ND RIP A q� pp ;QO N RUBBLE RIP RAP (TYPICAL) FENCELT 8 D i ON D "2 \00 �i corn co o 0YR OfD� + � d- EXPAND EXISTING o 43 i `� �S `'� ► (0 DRY POND #2 co /�U rn 0)I 1PONO,--�� h ��-SS I I SILT FENCE ag (TYPICAL) ° M o 44 co 4 O O C I co co m45 co Igo I 5 �\ 00 ZONED R-1— O co +1 X, 9 V 4/to co 76 � g� / t 78co rn 80 ZONED R—I O — - 60 00 61+00 N � \ — 13 9 �9 12 9 Lo 88 gg --._ o _— �- 1 9 y RESIDE.( NTIAL--1I o 1 GRAPHIC SCALE On - 9 2 4 8 0 1 4 �i 60 0 30 60 120 240 0) 60 c� 15 ` \ IN FEET �� ��� 'V - c ) Q 4 � � —° ° 1 inch = 60 fi~ --537 136 35 4 I 44 <-- c T° j Q / 3 POOL 34 o `P 36J _ \ ���2\5 0 33 N\ ill32 , II �-89 ohs- /�116 38 \6 SEE SHEE T 00 L0 W CID fF C_) 3 N LJ J E o o C-3 z al o� �. N 00 Z to 00 Lell L.t_I QZ zto f—zz Q�cc i , � � ONEw Ul CC cc z IL Q CL1 CO ® o 6� m m d DRAWN: m TT i CHECKED: M TT Ln MARCH,E 2002 d SCALE: 0- 1"-6®' V1 CAD NAME: FRSPAVS d 9260475 SHEET #: o cu m / Ul .Q 0 i OF 24 SfiEETs A W W 00 00 to a - eye vi a �.Z .• • ♦• 0 7 • •uj co • �S vm 1 c. U. ONOI, 0 - L4mJ US ,c CL V. 0 k 10 e{ • • f i j s 3 : Ii J i1 • mill i� 3 7 t DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: F83PPI JOB #: 9264 SHEET #: NOUN OF 24 SMEETs A 03 03 � M W Lo d _ .J C` N W Q f5 .J O ap Q� /�� `D Z a 40 c oo L J ®gyp �® W Q Z Z_ 10 V)C go cc ONOw ® V Z j cc to to ; t r i♦ i. { • E Q O 6U m O I ID I co m 75 CU Q m 4 m N to d S Q m c5 0 ,�D c1a 0 / 0 z W J Z W O ° IL > w W V) w cc w � o vi > w W z J C a- LLJ O n- O Q� CL F- M O W UJ V CL o>rn QLd Q \ 00 ® N to rl 00 U e U) f W 2 w z C _1 P5 _ Q o� Vm Z N 00 W ®4 ¢ z Vm �_ Vm C/) E5 40 w Z �09 Z J W cc V. r-j t F CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: FB$PP9 JOB #: 92604 SHEET #: OF 24 SMMT3 L^ )M__l W M I'D 0 (U m 0 ID I 00 m 75 ri Q Q tYi i v V) d S n / Ln m d 75 / 0 (U Q� U) O F c� z V) V) O U � Z ~ OQ LLJ fl- _ d W IC z Q V) 0 w v w I— o 00 ir: Lo � � M 4J W 1... �� ' z Y_.... � 0 VVV p Q Z z Z 00 000 V a NO I Z LIJ O O Qz e�pp to Z cc 2soC�L�lLs he U- w 0 L4J I— ® V Z 40 oc L4J 44 j CC 0 go 40 • • L�J y, DRAWN TT CHECKED: TT ®/DATE:e� ARCH, 6®® SCALE: AS SHOWN F- n O (1J co 0 i ID I m �r Q n m i m 0, d S a / Ln m 3r d �t 0 1,D CU m 1-1 Ln S O r a 00 O W W 1— a 0 a co f� J fli � V W d 4J J o � F o00 a NQ Z 00 LL 1 a9 ¢ z Z go cn L4-j ® c N LL MEN 9 z ®.e j UA cc co MM a rc Ic IL lu e 210 lu W ® bg O ea. cc ul W m V cc ® AL IL 0 •ji j i J, DRAWN: TT CHECKED: TT DATE: MARCH, 2002 SCALE: AS SHOWN CAD NAME: FR3PPG JOB #: 92604 SHEET #: ffm OF 24 SHEETS \ \ 84 FORES T.BR 0 OKE \85 CONNECT TO EXIST. 24" STAB STA: 04 PHASEOFF: 19.97RT STS 24 RC TIE TO EXIST. 6" 2 \ f ECLAIM VALVE EXIST. 6" RECLAIM \ 52kp0 CONNECT TO EXIST. SAN MH STA: 52+10 \ / EXIST. 8" PVC \ CONNECT TO WATER MAIN \ \ EXIST. 8" WATER MAIN VALVE Oo 25 86 RECLAIMED WATER MAIN NOT SHOWN ON PROFILE FOR CLARITY, MAINTAIN 3' MINIMUM COVER. SCALE: 1 "= 40' H ORI Z. 1 "-6' VERT. am STS 24 6" PVC - RECLAIM STS MH#38 P-130 / STA: 50+50 / OFF. 17.5RT LWM 8 PVC 79 80 6" PVC \ RECLAIM Q '�225 SAN MH#16 (, STA: 48+23.5 & 2„ 142.10 WM 4 PVC OFF: 37.3RT 3 VA. BVO 3' ^�ti6 FRpM MIN FROM ROW STS STR#37 95 142.50 60 TYPE P-1 STA: 49+12 OFF: 17.5RT V CP 71922,5 48+00 15s _`' �. STS 15 RCP S,y STS MH##35 WM 8 PVC P-BOTTbM 8"x4" TEE �Q STA: 48+23.52 4" GV, 8" GV �• 5Q� OFF: 6.ORT STS STR#36 f TAE TRACT 'A 49+12 OFF: 17.5LT PARK / SAN MH#17 STA: 50+15 is MR 0 77 �S MCP S76 TYPESP #34 STA: 47+00 OFF: 17.5RT stj xo 0 \ 6" PVC 7 5 RECLAIM \ SAN MH#15 \ STA: 46+07 \ OFF: 6.ORT WM 8 PVC \ \ INSTALL RECLAIMED WATER MAIN ABOVE SANITARY MAIN AT CROSSING \ A6 MAINTAIN 18" CLEARANCE \ xoo �4¢•33 \ \ 9 0 8"x6" TEE � 4 \ 6" GV, 8" GV ah 6" TEE INSTALL RECLAIMED WATER �°� 1448s 2-6" GV MAIN BELOW POTABLE WATER MAIN AT CROSSING 6" PVC MAINTAIN 18" CLEARANCE S9ti RECLAIM 73 WM 6 PVC v�p d 1x0 / 1�k65 AL x p 0 AIR RELEASE VALVE G, r 6" PVC �� •� ��� leg_J RECLAIM WM 8 PVC STA: 44+50 TO 52+20 `,nq :�`F�s PVI STA = 50+65 c�M PVI ELEV = 140.87 `t•- A.D. _ -8.95 r• it II K = 30.16 M > I �WJ 270.00' VC N' � W ~m D:z _ o to W S t N* O dt 0 0'It l000 �� M ± .- CV N d ►o GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. 99 1 409 HIGH POINT ELEV = 144.86 HIGH POINT STA = 45+24.53 PVI STA = 45+42.70 U-) oar PVI ELEV = 145.00 A.D. = -1.31 K=76.47 II u I 100.00' VC ' M w� mWW 00 n to Nm� r- to �cor< O- ND_Z M� � •-r<n 0 0 0)d.M co In M0V +Id-- d cV 0) + � + `� tOo ww M_jw _jzp lij w u u dNtOOcO W CJ Vi l 0 r °' °0coir.Ti �> II t-r_ (Oil II > II �� ��Z ca/��?? W W m 0 N N •- •- _ 0 wZ0 Li ii i M > � to co W II I rn D: _ —j () II II > WW =iIn N V m ui � D: z z ~ m o_ �- z ui g> j PROPOSED 0.42% � w > a w O w tn�_ cnizzz GRADE LINE _ to cn w O ao`-•- - O.W EXISTING IEE z > � II II LINE z MW8.EvC_ 8�VCGRADE — m o zz z > wCL _ ZZ � _--" 6O to W vn33::nN z OXXWWX / / W co oo a a o �'' / '� RCP 130 F ®0.54% STS 15 RCP z - ,_ r ;y •- a •- _ / / / _ 2q RCP 95 LF CAD 1.48% ST 15 � � w�a i� z � / 137 LF 1.7 0 5 LF t JJ �wWW w STS 154 RCP XFrz w � _ •z RCP ( I � 5� S 2A 0 / ® K 93�0 10• 15 f I I CONNECT TO EXIST. 24 STUB G INV. = 119.5 CONNECT TO EXIST. 8" WATER VALVE I / I �I i Z/ `SA' f ., NtdNo Qr d-to (00 00 o c0 N to to w O N O ON 00 O N 00 O�p ccV0 Ot N cV O)to M N - N dcV M d d t94 C0dco Q. d d v 52+00 51 +00 50+00 49+00 48+00 46+00 45+00 150 132 126 120 114 108 DATUM ELEV pr 7r 0 w Q J 0 W z z ® Q M W 'S �W fif > o z I=- o a� IL o V) 0 V) - N F 0 o �. O � \ to . Co [j] U �11 o00 i` V a Lu a0 EEO o W fa co ¢ z Z_ 10 Cn CD No Z 11� m CC N" L4-J 19 � 40 0 SEE 4 a 4 to cc to J r CHECKED: TT DATE: MARCH, 2®®3 SCALE: AS SHOWN CAD NAME: FBSPP8 92604 SHEET #: OF 24 smus = o � z o U' to 0 U U O W H ZIZ Q O O W U OO 0- W N Z J < Q Of % FW— Q J 00 Z (a 0 0 LLi. (/) U > W w U) •- N 0 0 Lr) O Lo M (1. vi u a J 1� 5 �- 0 0 U e11 0� �co co N, U DO az L4 z � cr> 1 ® c#j u- ba 40 L4uJ z (0.4 49 uj -j cc 0 i ri t i %a • E �1 • db t 1 • 1 • f t 2 { 3 DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: FBSPT JOB #: 9294 SHEET #: OF 24 SMEETS t 1 • 1 • f t 2 { 3 DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: FBSPT JOB #: 9294 SHEET #: OF 24 SMEETS DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: FBSPT JOB #: 9294 SHEET #: OF 24 SMEETS m F = v M U o � Z w O C Cf > w W U) cc J Q 0 1W- U) J U )o N L V Lli �-- N co 00 Lo a i,,.i 1 0 00 00 N Tm N0 4C_i Z co 00 N Qz Tm _Z ® &® J0 cc r N Q MEN ® v cc Lgmr � 10 V� r,. • i I i i ii l � s I' 1,I CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOW CAD NAME: FR3PP6 J08 #: 92604 SHEET #: om OF 24 sHEETS Q LQ N 0 I I,D I co Q) c6 Q v Ln d S a / m d 73 / d- 0 0i U) O r RECLAIMED WATER MAIN NOT SHOWN ON PROFILE FOR CLARITY, MAINTAIN 3' MINIMUM COVER. SCALE: 1"-40' HORIZ. 1 "-6' VERT. 139 ST1?ZFT 'R I SEE SHEET # 1 6 STS 18 RCP 6" PVC RECLAIM 6" TEE 2-6" GV STS MH#41 SAN MH#22 STA: 80+05.80 99 OFF: 12.3RT 140 8` 8" TEE 2-8" GV STS 30 RCP �/ o 6" PVC N RECLAIM 0 S SFF T�FFT 138 1319 12E 12C 114 �i M tnw n 0 0 mnmf6 O cq 11ui mat N> II II 1-108 MWzzo Za m»> NRzzZ 102 278 LF (E) ® 0.63% SAN 8 PVC 73 LF (W) 96 ® 2.19% SAN 8 PVC 90 DATUM ELEV 87.00 d' O O 116 125 ,1��6 3�02j A/iy 119 \ \ PM STA = 82+91 PM ELEV = 126.00 A.D. _ -1.96 K = 50.96 100.00' VC coo N 000 II II 0 �VJW `J Lo �, II it it d N 124 �� ,---RECLAIM PVC ' RECLAIM FR13, OM ROW � s) r to(oor + �r� 000 N N 11 � II it mw �-jzo I¢ qr »(Z Z d 0 M ui V) II J W 0- � ao �Www Q •- s s Lil I I N W ofco In m 000 o 0 N tC) R OD �O ' f- i Of C*404 > — N> co It 'I �w W W w LLj— MOM OO)MO) (Oil II II II 1�JJJJ w 8"X4" Q� tn�ww �, REDUCER ��� ' ZnFrZzz 12" ADS (STR#49-STR#42) i 0/Q�G SiS 18 RCp 35 LF — 0 1.43% ------ O 1% STS 18 RCP A� LF ® I a .> / 8 F- w J J w 00 0) II II / Q w z / a 0- 51 ( �5 2. I, I 35 L C� 7. 3.71 ( TEE STS 15 RCP INSTALL 20 LF —Ih — C900 DR-18 PVC I 68 LF ® 2659A AT CROSSING 2 Q STS 24 RCP WITH WATER & PRESSURE TEST tr)N C00 � to O pM p� .-� _00 cJ-OR 0) �O vi cor �O NN 4 �r NN - NCV 00(d NN N MM !n �M 80+00 81 +00 82+00 83+00 84+00 123 122 �1 H GRAPHIC SCALE 40 80 ( IN FEET ) 1 inch = 40 ft. 99 9 4o STREET 'S' 80+00 TO 84+45 0 m � � w > v z O LQ X0 0 Z ®o0 Q a�W W u) cc J ?r Q O Of = LA U) F- Z a Q O L (Y O � OfQ r N � Zo ® \ `� ir)00 00 to � u; M .� Ln c a. vi rij C u w zd U cm Z 000 U� � .O 40 wo 00o w cm aZ z cn Z:5 r zz U>� cc O cm P% ONO L4J oc .L4mJ Ac W j cc v— O 10 .c • • w DRAWN: TT CHECKED: TT _ DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: F88PP2 92604 SHEET #: Amw OF 24 SHEET$ a CU 0 i I 00 o� Q a co i m n, d S a i Ln CD d i d- cu In 4 O CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES TRENCH WIDTH VARIES 33' MIN.) AND TYPE B W/ SIZE OF PIPE W/ SIZE OF PIPE CROWN FRENCH TN flilNG MID TRENCHING 4' X 4' .PRECAST ✓- UNIMPROVED AREAS DETAIL FOR OTHER CONCRETE VAULT CAST IRON FRAME 3" MIN. RESTORATION.) . FINISHED GRADE AND COVER WITH FINISHED GRADE SEE NO 8) \ 36" SQ. ACCESS LID. 17-1 4" EXISTING /� \� GROUT PROPOS D /�i 4 MAX. PAVEMENT FINISHED GRADE __j �Tr/,< � W �/� • / \ Ar -00 .4, M PREMOLDED PLASTIC " X \/% SEA NOTE 4 , �!% �, z W 2 VALVE (TYP.) CAST IRON �// / //: w JOINT fILtfR SEE NOTE \/i../i z w / \/ -- 5" WALL (MIN.) VALVE BOX COMMON FILL , PIPE O.D.' //��/, ~ TOP SECTION f PIPE PLUG (TYP.) COMMON FILL .! PIPE O:D. ' \��\/ %%/A //�� 2" NIPPLE " EXTENSION . //���/� 12" (TYP.) _/�/ ' /�//: 2" RESILIENT THREADED PLWITUG ROD IAS R SELECT WEDGE VALVE REQUIRED 5 SET TOP OF VALVE BOX ` �r TO FINISHED GRADE CONCRETE COLLAR 4( \ FINISHED GRADE IaEUENPADSAREAS �l 3 ADJUSTABLE SCREW TYPE CONTRACTOR r-CAST IRON VALVE BOX TO .END HERE (SEE NOTE 1) 1 2 SEE NOTE 2--- ---t LOCATE WIRE PIPE 12" /�/, SELECT ? - %%/ /�j COMMON Z - SEE NOTE 3 a o w \eix / \ o �- BOX SHALL REST ON ' /\ COMMON o - SELECT COMMON /� FILL o 0 2" NIPPLE GROUT 2 90° BEND NOTES: RESILIENT SEAT BEDDING ROCK NOT 3.0 w o °' z 2" 90° BEND " 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE M. J. GATE VALVE ON VALVE OR PIPE FILL m Z FILL j�// oo°�o ! o �� ,,, �•� � •° 2 NIPPLE UNDISTURBED /\ 1 w w BEDDING ROCK / \' ° • po°�° ///' ° LU o _� INDICATED. ° EARTH\// �� >/ o o o . o FITTINGS AND -2 UNION WATER MAIN q, CEENTERED ON \ / NOTES .� o 00 \/ 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO s� OPERATING NUT (SEE NOTE 3) // / PIPE FOR ' 2 BRASS PIPE OR GREATER THAN SHOWN IN THE TABLE. RECLAIMED $ °g°o� 1. CONNECTION TO UNDER GROUND IRRIGATION SYSTEM. //� PIPE BEDDING �/ $ °°o°O O o°°o°o O /\ " p (SEE NOTE 8 & 9) %%�/jam/�//��%/�/�/�/�/�//��- UNDISTURBED EARTH A.-R.V. SHALL » 3, WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING po�'•oo�o° 2 GATE VALVE � 2. LOCKABLE CURB STOP WITH CAUTION RECLAIMED WATER TAG. NOTES: NOTES: BE BRASS WHICH .YIELDS GREATEST LENGTH OF RESTRAINED PIPE. o o�f�000 a " 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS °Too 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE " 8 x 16 REINFORCED ° !�; RECLAIM WATER CURB STOPS SHALL BE FORD B41-344-G-RW. 6 BEDDING ROCK CONCRETE FOOTING. OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE ° o oc�o$po$o�oo MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. SERVICE SADDLE RESTRAINED UNLESS OTHERWISE INDICATED. ��o�o�o�o�o�oo o O�o�opoopo°Oc " " "OFF". 2. TRENCH BACKFlLL COMMON FILL COMPACTED TO 95% OF THE 2. TRENCH BACKFlLL COMMON FILL COMPACTED TO 95% OF THE WASTEWATER 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN �?�a o�oopo�o°�o° o°�o° oP° o° o°�o° c 3• CONTROL HANDLE - TURNS PRESSURE ON AND OFF . MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. NOTES: " FORCE MAIN, PER SPECIFICATION ACCORDANCE WITH THE PROCEDURE OUTLINED IN *THRUST�� (ATTACH HANDLE WHEN REQUIRED FOR USE ONLY) 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED 1. ABOVE DETAIL IS BASED ON 2 COMBINATION AIR/VACUUM SECTION 50.5.4 WATER MAIN OR RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED 6' BEDDING ROCK 4. QUICK DISCONNECT DEVICE FITS MODIFIED 5 ACCORDANCE WiTH TYPE A BEDDING AND TRENCHING DETAIL MAY BE BY THE COUNTY. RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY REUSE MAIN. BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: /8" OR 3/4" REQUIRED AS DIRECTED BY THE COUNTY. 4. (*): 15" MAX. OK MIN.) FOR PIPE DIAMETER LESS THAN 24", FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE GARDEN HOSE. 4. (*): 15' MAX. '(12' MIN.) FORPIPE DIAMETER LESS THAN 24", AND 24 MAX (12" MIN.)FOR PIPE DIAMETER 24' AND LARGER. DETERMINED BY THE ENGINEER AND APPROVED BY THE COUNTY WORKING PRESSURE: 150 P.S.i AND 24' MAX. (12" MIN.) FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. SOIL DESIGNATION: SILT SAND * 5. SERVICE CONNECTION IS CONTAINED 1N •A BOX LABELED 5. WATER SHAH NOT BE PERMITTED V THE TRENCH DURING CONSTRUCTION. 8. ALL PIPE TO BE INSTAUED VITH BELL (ACING UPSTREAM TO THE PRIOR TO INSTALLATION. LAYING CONDITIONS: TYPE 2 * "RECLAIMED WATER" BOX LID IS LEVEL WITH THE GROUND. 6, ALL PIPE TO BE INSTALLED WiTH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 2. VALVE SHALL BE SUPPORTED TO VAULT WALL. NOTES: REUSE BOX SHALL HAVE A Ll)CK,4BLE, PURPLE COVER, DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING 3. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN 1. EXTENSIONS SHALL BE MANUFACTURED EXTENSION USED FOR VALVE BOX INSTALLATION. LABELED "RECLAIMED WATER' WITH CAST IRON READER 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR LABELED "NON -POTABLE WATER" "DO NOT DRINK" GRADE SHALL BE 4.0 FEET. EXTENSION SEGMENT LENGHT DETERMINED BY O.C.U. INSPECTOR. IN EXCAVATIONS. 8. COUNTY SEWERS SHALL H SHALL TYPE A BEDDING, F REQUIRED BY THE OF 1.5. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO I FOOT DEPTH 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH COUNTY. BEDDING DEPTH SHALL BE �" MINIMUM FOR PIPE DIAMETER LESS ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE THAN 15', AND 6' MINIMUM FOR PIPE DIAMETER 16' AND LARGER. * TO BE COMPLETED BY THE ENGINEER. BELOW FINISHED GRADE WITH TWO SET SCREWS OPOSITE OF EACH OTHER ON ACTUATOR. 6. RECLAIM WATER SERVICE TUBING SHALL BE 200 PSI, SDR9, RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WiTH 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF (ENDOT ENDOPURE). COLOR SHALL BE PURPLE. REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE 0 FFS ET AIR OR COMBINATION AIR/VACUUM CONSTRUCTION SPECIFICATIONS. FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH RELEASE VALVE DETAIL 7. RECLAIM WATER CORPORATION STOP SHALL BE FORD RESTRAINED PIPE TABLE. FP1001-4-G. TYPE B BEDDING AND TRENCHING DETAIL SUITABLE FOUNDATION. (FIG 110) GATE VALVE AND BOX DETAIL ( ,�) (,°°' RECLAIM WATER SERVICE TYPE A BEDDING AND TRENCHING DETAIL (FiG. tOi) METALLIC LOCATING WIRE FINISHED GRADE /���/%\ /� TROWEL -FINISHED CONCRETE BENCHING CORPORATION CURB STOP CORPORATION U-BRANCH CONCRETE BASE SEE MANHOLE STOP (1 MIN.) (SEE NOTE 3) STOP (1" MIN.) FfTNG a a a �\ THICK CONC PAD LOCATE WIRE PIPE / CONNECTION PRECAST TEE x x ,' MARK WITH HOLE WOOD PAINTED x 3/4 �/ �.0 1 ��� DETAILS WALL: ' BLUE & WITH CURB STOP TYP. EACH VALVE BOX. PVC) �/ \ WATER, WASTEWATER, 3' DIA. BRONZE DISC //\\��i\/ //�\�/� OR RECLAIMED MAIN INFLUENT SE>ER �z LOT NUMBERS Z 2 Ek ANCHORED IN 9ONC. PAD #4 BARS ALL » STAMP AS RE)Q D AAROUND 3 DNA. BRONZE OQ CONCRETE ENCASEMENT (SEE NOTE 1 DISC ANCHORED IN METALLIC LOCATING WIRE °' F OF VERTICAL PIPE w SET TOP OF VALVE BOX SIZE OF VALVE AS REQ D STAMP 1" MAX. �'.. DROP PIPE 3 3 TO FINISHED GRADE TYPE OF VALVE ; .•, ; •.:. �- INLET CONNECTION (SEE NOTE 1)-CONCRETEVED COLLAR AS REQUIRED ENDOT ENDOPURE FINISHED GRADE �N ..SERVICE � •: •.•• � •�` ' .•. . 90° BEND ENDOT ENDOPURE 1" POLYETHYLENE (SEE DETAIL) �m '....::.. _ DIRECTION & N0. f • . ` '� r ::. _ p' " SINGLE METER BOX 1 POLYETHYLENE _ MANHOLE FRAME &COVER •4 . • • •' ' ' 2 AND WATER M R TUBING (BLUE W/ DOUBLE METER BOX �// /\ \ • \ OF TARNS TO 4' •' ' `\/ / \ / \ \ \ \/ /\ \ \ SEE STANDARD DETAIL TUBING (BLUE W/ BY ORANGE CO. W PROTECTION AND WATER M R /•\��rT// �'r`: • .%�/T�//� :.: '..' �o //.���/i\///.\��\ice//ice//,���i�///.\/��/��h/.' _ ( ) d.'::.e , ° UV PROTECTION, ( BY 000.) OPEN ' ' SET COVERS FLUSH IN .' UDR 9) ( RANGE E/`- PAVED AREAS & AT FRAMES BEDDED IN MORTAR SDR 9)//� SINGLE SERVICE DOUBLE SERVICE r ADJUSTABLE SCREW TYPE VALVE BOX NATO NOTES: ELEVATIONS SHOWN IN CAST IRON VALVE BOX AND COVER i ` '� 1. ALL PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE UNPAVED AREAS. � , () :' '.: " �rG 2 COURSES OF BRICK MIN. STANDARD DROP DETAIL SEE NOTE 2 WIRE LOCATE PIPE .• . (10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 4 COURSES MAX. CORPORATION STOP (PVC) 2500 P.S.I. AND SHALL BE TAPED TO TOP CENTERLINE OF THE PIPE. 1'-6" MIN. cn & FITTING CONCRETE MIN. t ANCHORS 2. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3 -0 MAX. ``' (NORMALLY OPEN) BOX SHALL REST ON Q AWWA TYPE M.J. PLUG VALVE BEDDING ROCK, NOT ON VALVE OR PIPE, MIN. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A 5 2 -0 > �� WALL OUi51DE WALL CC THREADS WASTEWATER ° AND SHALL BE MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. o p� pPoMED TO METER BOX UNIMPROVED CONDITION USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE EPDXY COAL TAR COATINGS ¢ a �outr SUNACES -`ASSEMBLY FORCE MAIN o$o$� CENTERED ON TOP FLUSH WiTH TOP OF THE PIPE. PER SPECIFICATIONS 4'-0" 5" MIN. SADDLE ooc OPERATING NUT , � D PE- ENDOT ENDOPURE ?o°�o°Qo°�000 FINISHED GRADE "" - �'--� 9" ASPHALT SURFACE ��ti 1 POLYETHYLENE o 00g o PVC PIPE LOCATING WIRE DETAIL a �, ` PRECAST 30 - 45 M. TUBING GLUE W/ ? 0 ° BENCHING PER SPECIFICATIONS a co w MANHOLE W PROTECTION, ° $QQ 0 0�0�00�0�0$ (' 106) D Q �) Wes- SDR 9) ?o°�o°°�o > ��op°po°po°poopo°�o° oho°�o�o�o° ° o�oc REINFORCEMENT AND JOINT MIN.o°�oo�o�o o°�o°opo o° o°�o°po�oopo°fop c BASE.: DETAIL TO BE DESIGNED BY � ComNLESS STEEL �A� s Q� RAISED 1-1 2' LETTERS THE ENGINEER AND �ar� CommWrtw PVC FLUSH WfTH/TOP OF COVER APPROVED BY THE 9- i $" MIN. squEEZE-our BAND WATER MAIN COUNTY. 9 9" + :.:... • 6" BEDDING ROCK ..,.. A ' ' STAINLESS STEEL 4" x 4" x 18" LONG 9' 9'� , ; .. ° sa :.. PIPE CLAMP NOTES: ..: ., VALVE BOX (_MIN.) PRECAST POST RESILIENT 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION PACK JOINT 1NYP (OVER H3RONZE ��SERT GE Co � BEDDING ROCK 2" MIN. CONNECTOR (RUBBER BOOT) TYPE CONNECTIONS. / 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. GROUT AS SHOWN O CAST -IN -PLACE PRECAST MONOLITHIC STANDARD PRECAST MANHOLE 3. ALL WATER SERVICE CONECTIONS SHALL TERMINATE AT THE IMPROVED CONDTITION ABOVE. CONCRETE BASE BASE PIPE CONNECTION SIDE PROPERTY LINE UNLESS OTHERWISE APPROVED BY THE NOTES: NOTES: SANffARY WATER DEPT. WHICH SHALL BE BURIED APPROXIMATELY 3' NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES, � BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO AS REQUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES. DATE OF INSTALLATION y 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS 2' X 2' X 3' STAKE WITH THE TOP PAINTED BLUE AND MARKED COME UP TO i FOOT DEPTH BELOW FINISHED GRADE. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18' X 18' X 6' OR NOTES: a THE INFLUENT SEWER. 21' ROUND X 6' WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED FlORIOP 1. MANHOLE SHOWN IS FOR SEWER SIZE 8 THRU 24, SEE SECTION 20.4.3 OF THE WITH THE NUMBER OF THE LOT(S) TO BE SERVED. MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 4. ALL WATER MAINS SHALL BE EITHER BLACK OR BLUE AND SHALL 3. VALVE COVERS WILL , SQUARE ON TOP AND ROUND ON THE BOTTOM 2 -NON PENETRATING 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT BE MARKED WITH EITHER A BLUE STAKE OR SERVICE BOX 4. LABEL TYPE AS WATER. SEWER, OR .REUSE PICK HOLES 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT SE INFLUENT SEWER IS WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. 5. WATER SERVICE PIPING SHALL BE ENDOT ENDOPURE 1' 24 OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE POLYETHYLENE TUBING (BLUE WITH 'UV PROTECTION, SDR 9) CONNECTION DETAILS. WITH CORPORATION STOPS. PLUG VALVE AND BOX DETAIL VALVE COLLAR DETAIL PLAN 3. APPROVED CONCENTRIC CONE DESIGN MAY BE iISfD AS AN ALTERNATIVE. 6. POLYETHYLENE SERVICE LINES -MUST BE IN -ACCORDANCE (FIG• 107) MACHINED MANHOLE CONNECTION DETAILS WITH AWWA C901. (FUM SURFACES PRECAST CONCRETE MANHOLE 0.201) WATER SERVICE CONNECTION DETAILS PLAN AND SECTION i� 24" f 3 8"� 1-1/2" MIN. (FIG•200) () �--1- 4-3/4" MIN. ELEVATION 5' UTILITY EASEMENT ON ALL LOTS VARIES VARIES STANDARD MANHOLE FRAME AND COVER LOT LINE w WITH z 6 BRANCH SEWER MAIN HYDRANT QO,BLE MgR �OX (�• 202) N 4 SIZE VARIES CLEAN- UT OPERATING (( N o BEND WITH (TYP.) NUT 8 x 24 MIN.DOUBLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) Z 6 BRANCH HOSE NOZZLE AS REQ'D. FINISHED GRADE CLEAN -OUT REMOVABIf 6i" 450 � WITH 24" SQUARE QR � r � LINE (TYP.) TYP. 6 BRANCH ROUND AND 6 THICK PUMPER NOZZLE / 1 SEE NOTE 1 PLUG BEND REINFORCED CONCRETE ( ) C.I. VANDAL -PROOF VENT CAP WITH ,,, FACING STREET y 2a CAP 6' D.I.P. AND 1' BRASS PIPE INSIDE, PIPE MARKER PER LINE NHOE�AR2PAD. SEE 2" GATE VALVE (SEE LDETA VALVE VALVE & PIPE MARKER DETAIL - ALVE COLLAR END OF i' BRASS PIPE 12• ABOVE DOUBLE 15i FELT OR z SEE DETAIL) WITH SQUARE NU FINISH GRADE Im WYE - VIS UEANI PAPER CAST IRON FRAME ( PLAN O.C.j AT 9 (, W. _ " WATER MAIN AND COVER WITH N.T.S. 3M - 4' ELECTRONIC AROUND 2 90° BEN COMPACTED t. 6 MINIMUM ACCESS LID. 4 x 4 PRECAST BALL MARKER CONCRETE VAULT 16' SQ. x 12' DEEP o 0 00 0 0 o0 o0 o• o Q s c CONC. PAD Z z w ANCHORING TEE o`�o�O�o�°�o°�°oSUSU �o o�o GROUT w BACKFlLL M J HYDRANT o�j o o. o 0 0 0 0 0 - FINISH 36' SQ. � 18" TO 24" = SEE NOTE 3 ¢ 0000$o�oo°o�oo6000 o 000 00000$o oc 6" l GRADE BEDDING ROCK > pop po 0�� p g0p0 0 �0900 \ 17?' w FINISHED GRADE 12" MIN. 2 MIN, w oro��oo�o_ 4' MAX. w w SLOPE TO -'1 `-I�- ..' > M I 4' WATER REDUCER �. n \l. \\ \ UCr 1I7 f1i ° a / 2 90 BEND MAIN (MIN. 1.0% MIN. ) 6 FIRE PREMOLDED PLASM .' RESTRAINED JOINT FITTINGS AS HYDRANT JOINT FILLE V COUPLING AND (�•) 6" BEDDING ROCK DUCTILE IRON 6" BEDDING ROCK REQUIRED TYP. ASSEMBLY 1' BRASS VENT DISCI, "' in WATER' MAIN (TYP.) SEE NOTE 1 5 WALLS (MIN.)M J ANCHORING RESILIENT SEAT GATE SLOPED CONTINUALLY UPWARD ROTATE COUPLING VALVE AND BOX - COAL -TAR TERMINAL DEPTH 30° (TYP.) -SPRING LINE (SEE DETAIL) RIGHT .OF WAY LINE EPDXY COATING -----,,CUT OUT AS REQUIRED FOR SEWER MAIN 2' NIPPLE FOR MAIN "HOUSE' SERVICE 2' GATE AS REQUIRED (3' MIN.)(TYP.) CURB SINGLE DOUBLE NOTES: WATER MAIN 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY 2' (TYP.) VALVE MAIN DIA, x 8' TEE LATERAL LATERAL PLUGGED WEEP HOLE. .CMJxMJxFLG) WITH 2' 2' NIPPLE TAPPED BLIND FLANGE 2. THE CONTRACTOR TO INSTALL THE SHEAR PAD AT FINISHED GRADE. PAD MAY BE TAPPED CAP PROFILE RECESSED UP TO 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. SIDEWALK N.T.S. TO BE DETERMINED BY O.C.U. INSPECTOR. RIGHT OF WAY LINE J `1 ' 3. CLEARANCE 4. THE ABOVE GROUND " BOTTOM OF BOLTS AND TOP OF PORTION OF THE FIRE HYDRANT ASSEMBLY SHALL BESHALL BPAINTED SILVER. o� 6 NOTES 1. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, THE CONTRACTOR SHALL VERIFY WITH THE COUNTY AS TO WHAT COLOR THE TOP OF THE NOTES: NOTES: 6' 1. THE MINIMUM DIMENSION FROM TOP 13F PIPE TO 25' MAXIMUM. HYDRANT WILL BE BASED ON THE FLOW FOR EACH HYDRANT. 1. ALL 2" PiPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY BEDDING ROCK FINISHED GRADE SHALL BE 4.0 FEET, UNLESS 2 INVERT $ LATERAL SHALL NOT ENTER SEWER MAIN OR BRASS WITH THREADED CONSTRICTIONS .WILL NOT .ALLOW INSTAUATION OF A .STRAIGHT -ASSEMBLY. 8' x 16' REINFORCED BELOW SPRING LINE. (NPT) JOINTS. CONCRETE FOOTING. APPROVED BY THE ENGINEER. 3. TOP OF CLEANOUT SHALL BE 18 INCHES TO 24 INCHES BELOW FINISH GRADE. CAST MONOLITHIC W/ RISER 2. FITTINGS AND PIPE FOR ARV INLET AND OUTLET 4. 3M - 4" ELECTRONIC BALL MARKER SHALL BE LOCATED NEXT TO CLEANOUT SHALL BE BRASS. JUST BELOW THE CAP. FIRE HYDRANT ASSEMBLY DETAIL BLOWOFF VALVE DETAIL 3. VENT EXTENSION AND VENT CAP REQUIRED FOR 5. ALL FITTINGS SHOWN ARE TO BE INSTALLED. () WATER MAIN ONLY, ( +W) WATER SERVICE LOCATION DETAIL AIR OR COMBINATION AIR VACUUM 4. VENT CAP SHALL BE LOCATED AT RIGHT-OF-WAY RELEASE VALVE DETAIL 0 LINE WHERE PRACTICAL. VENT CAP SHALL BE A (K 404) MINIMUM OF 10 FT. FROM EDGE OF PAVEMENT. SERVICE LATERAL DETAIL (Flc•2at) MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FfTTiNG(S). 90° BEND PIPE SIZE 4" 21 6' 29 8" 37 10" 12" 16" 20' 24" 30' 45° BEND 9 12 15 22-1/2° BEND 4 6 7 11-1/4° BEND 2 3 4 PLUG OR BRAN OF TEE 43 61 79 O z Z O r > w W � w Q w J w w w w F o W co to X ul M _ 4 CID 2 ��7 LLl N Z a. / U Tit Z o00 A (¢ O coo _ � L.--I coW � d =a Z z 10 cn V L>. 1 L � ® v CC r .I I i i j lu i db DRAWN: TT CHECKED: TT p ®� DATE: (MARCH, 2003 SCALE: NONE CAD NAME: FBSW$®E'T 92604 SHEET #: OF 24 SHEET3 E Q 0 ,-I- cU OU (y) 0 I I m 73 (y) i c� d Q i m _ii d L 73 1-1 It CD cu m i 0 i �- In/et Type 2 Symmetrical About f Inlet Type 4 Symmetrical About rA o e t � o i 'm to ��°• �° ( A Co A #6 Bars 9 9" P �\ d #6 Bars m¢ 2' Old. Cover See Slab Reinforcing 2' Did. Cover o 0 _ + Detail This Sheet. -I- See Slab Reinforcing C Inlet �,p s. Inlet Detail This Sheet. ij R 6" `r B #6 Bars # � 5 y s9 _ Qc� le Back Of Cur -- a B - n - 5 0 Concrete � _ �f a _�: ,��• �, qQ' .:- �� �� 5 0 Concrete c.D Fa ce r Of C s •• r urb e Support Post PPo support Post L - s 6 E _ •� PPo BOPS u - '� �A 5 0 Concrete Support Post Q�' slDe•S�' �� \' e ~ SIDe syr .• � Q�� y� s'-d' 3'-d' INLETS TYPES I AND 3 �( oPe''µ` ace !o'-d' 3'-d' 13 -d �A �A A E SIDE SygLE m8 PLAN (INLET TYPE 2 SYMMETRICAL ABOUT 0 PLAN (INLET TYPE 4 SYMMETRICAL ABOUT V #6 Bars ® 9" o ca #6 Bars # Q To Be Paid Limits Of Inlet Construction To Be Paid To Be Paid Limits Of Inlet Construction To Be Paid For As C. & G. For As C. & G. For As C. & G. For As C. & G. o` F.L. Of Gutter b F.L. Of Gutter o _ m # - #6 Bars # " r900A TYPE 'A' LOT GRADING' _ Back Of Curb 6 Bars r9OOAM� TYPE A MODIFIED LOT GRADING %T 19 DRAINAGE TO STREET 19 DRAINAGE TO STREET N.T.S. N.T.S. 3'-O' l0'-d' '-d' 3'-0" 3'-d' 6'-0" 3'-0" 3'-0" Face Of Curb [-,,-AA 5" 0 Concrete Support Post Gutter # G,Gutter Gutter Gutter 6 Bars 9 Trans. Trans. Trans. Trans. SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT V SECTION 88 !INLET TYPE 4 SYMMETRICAL ABOUT V INLETS TYPES 2 AND 4 SLAB REINFORCING 4 d e " ! G =� 4-0' GENERAL NOTES TQ ( o I. conformfinished thedfinisheslope cro of slope and tops de of the i �O proposed sidewalk and/or border. See Note 5" 0 Concrete ( _ „ 2. When inlets are to be constructed on a curve, refer to the No. 4 S art Post See Note y- 5 0 Concrete i'� , p/ans to determine the radius and, where necessary, modify upp I No. 4 Support Post < the in details accordingly. Bend steel when necessary. J. All steel in inlet top shall have l minimum cover unless I 2`-d' - otherwise shown. Inlet tops shall be either cast -In -place REAR YARD SHALE REAR YARD SHALE 6" Concrete Or 6" Concrete Or I I'-g, or precast concrete. P P 8" Brick. 8" Brick. 6" 4'-d' 6" 4. The rear wall portion of in/et tops Types 1, 2, 3 & 4 may be constructed with brick. Dowels to top slab required. DIMENSIONAL SECTION 6. For supplemental details see Index No. 201. DIMENSIONAL SECTION 5. Only round concrete support post will be acceptable. '_q.44 - _ INLETS TYPES / AND 7. These inlets are to be used with Curb and Gutter Types E 2�, INLETS TYPES 3 and F. Locate outside of edestrain crosswalk wherepractical.- - AND 4 P - _ ....-tip- - -- - 2 8. For - sturc ur t e bottoms - - ttoms o Q see ! - ndex No. 200. a - 4 �v h' 9. inlet to be paid for under the contract unit %•, � �- Pa nrt rice for Inlets �• - �� P is � �� Q � ti zY Curb) (T De --- � e-1 E ti YP Each. - - - �v a 4g' L .� 4 6 Bars ! 9 Un ess 1 h L _ Q• 5 � �Q 6 Bars \ Otherwise rs Unless �a e - # se Shown / ss 1M• - 6 Bars � s - - \� " # r, D @ e , , a r S I ^ , , W D Y' 6 Otherwi , Bars ® se Sh � e own 1 a Q # L _ ¢ E ••W 9' Ctrs. 6 6 9' 9' 3 r Pr l „ 9' 6 7� /0 6 To Bars E �`+ -..�- ••..-sr��'� - � � / sloPE�~°'"~`='.• � � �- 9 Ctrs. 9 6 7 7� (3 2 P Q�y,� #6 Bors v 9 Ctrs. r- n #6 Bars o 9 Ctrs. l'- l0 7" 3 #6 Bottom Bars SIDE SHALE IDE SHgLe \` �� #6 Bars � � I #6 BarsEZA 2/�"For 3'-6" Structure Bottom #4 Bars #7 Bars 4' 4' h-� #4 Bars 4„ „ p_y ( #7 Bottom Bars 3"3" 181 For 4'-d' Structure Bottom Both" Ways ® 8" Ctrs. #7 Bars 9' Ways Both Ways #6 Bars a 9" Ctrs. #4 Bars c� 8 Ctrs. #4 Bars 0 8" Ctrs. I - 3'-6" Diameter I 4'-0" Diameter I � � REINFORCING SECTION REINFORCING SECTION I r90708�TYPE 'B' LOT GRADING> 3'-6" D/A. STRUCTURE BOTTOM (SECTION AA) 4'-Oo D/A. STRUCTURE BOTTOM (SECTION AA) i.-I -6 #4 Bars ®8 Ctrs. r9OO'BM� TYPE B MODIFIED LOT GRADING r900CM TYPE 'C' MODIFIED LOT GRADING '� 19 DRAINAGE BOTH TO STREET 19 DRAINAGE BOTH TO STREET TRANSVERSE SECTIONS FOR INLETS TYPES I, 2, ,3 & 4 6n N.T.S. TO REAR LOT LINE AND TO REAR LOT LINE 19 DRAINAGE TO REAR LOT LINE DIMENSION & REINFORCING HALF SECTION N.T.S. N.T.S. r2210 CURB INLET TOPS TYPES 1, 2, 3 & 4' (TYPE E GUTTER SHOWN 10SECTION AA) 19 N.T.S. DIMENSIONS & QUANTITIES M GRATE SIZES CONCRETE (Cu. Yds.) SODDING (Sq. Yds.) D X A B C E F G N Single Double Triple Quad Standard - Extra Single Double Triple Quad Single Double Triple Quad Pipe Pipe Pipe Pipe Weight Pipe Strong Pipe Pipe Pipe Pipe P/pe Plpe P/pe P/pe Pipe n 15 r " 2 -7 r 2.27 r 4.09 r 6.36 r 4.03 r 8 r l.22 r 4.63 r 7.2/ r 9.79 r /2.37 1.19r 0.76 1.16 1.54 1.94 8 /0 /1 12 18" 2'-10' 2.36' 5.12' 7.46' 5.03' 9' 1.41' 4.92' 7.75' 10.56' 13.42' 1.21' 0.65 1.28 /.7/ 2.17 9 /0 12 i3 n 24 , n 3 -5 r 2.53 r 7.18 � r 9.7/ 7.03,r � r ll r 1.73 5.50r r 8.92 , 12.33 r J5.75 r 1.25 G02 1.58 2.15 275 /0 /2 0/5 30, 4'-3 2.70 9.25 11.95 9.03 13' 2.00 6.08 r 10.33 r 14.58 18.83' 1.29 2 3 1.23 /.98 2.74 3.50 /2 /4 /5 n 36" 5'-r 2.87' 11.31'O 14.18' 11.03'O 15' 2.24' 6.67' 11.75` 16.83' 2G92' 1. 2 3" 1.40 2.36 3.33 4.24 /3 /5 17 20 42" 6'-0' 3.05' 13.37' 16.42' 13.03' 17' 2.45' 7.25' 13.25, /9.25' 25.25' 1.38 2 3 1.60 2.83 4.04 5.26 /4 17 /9 22 48" 6'-9" 3.22' 15.43' 18.65' 15.03' 19, 2.65' 7.63' 14.58' 21.33' 26.06' 1.42' 2 3 1.8/ 3.26 4.70 6.14 /5 /8 2/ 24 54" 7'-8" 3.39' 17.49' 20.88' 17.03' 21' 2.83' 8.42' 16.06' 23.75' 31.42' 1.46' 3" 4" 2.03 3.78 5.54 7.28 /7 20 23 27 60" 8'-6" .3.56' 19.55' 23.11' 19.03, 23 ' 3.00` 1 9.00' 1 17.50' 26.00' 34.50' 1.50' 3" " 2.28 4.36 6.43 8.50 18 22 25 29 24" WHITE THERMO PLASTIC STOP BAR 24" 35' RADIUS 12" 12" 12" 72., /. 1/2 R 4 - , T PA VEM E N A 6.42` A 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. 010.40, O 10-10' Dimensions permitted to allow use of 12' standard pipe lengths. °' � AS n o O Concrete slab shall be deepened to form bridge across crown of pipe. See section be/ow. "$r 30" HIGH �: : •. " STABILIZED• SUBGRADE: 4 DOUBLE f :` :... YELLOW INTENSITYr STOP _..= a ,• rt •.,� SIGN +•1',^•.r ih� •'.. •r.•'...`• tiK..''.�.;fa? _.L4 _ .•1. • ..y .>;��•:.>;'k rs" S.r-:?.�-.. �•..'%�. THERMO ,.E• -s� Sod � NCB � %;COtutf'A co ,�.. CTED :;:- Y:SUBBASET =: = � .:." r• :s:c�••�,-`. /_ ) Beveled Or =% - f l Round Corners Construction Joints rmttted PLASTIC a •1• 1. / Grate RIGHT-OF-WAY Q I � 10 310 MIAMI CURB sa 19 N.T.S. 0 rl7 N.T.S. LK/STOP LOCATION DETAIL r9i 8 I�[�!,NDICAP Ii�AMP N.T.S. _ 19 N.T.S. Fastener Concrete Slab, 3" Thick, Reinforced With WWF 6x6-W1.4xW1.4 N TOOLED EDGES TOP VIEW -SINGLE PIPE 118" RADIUS � 1/8" ;F Pe 2' 4' OR 5' WIDE �..: a ; ; 4 , Future Curb And 6" l'-6" 1`-l0" l'_2„ And p Varies_ S00, a : o - Gutter Construction Sheet 6 emeni SedfOlfa Tr Note: See Sheets 5 and 6 for details and general notes. 4 ` ■ ° , , a, o • • 'a' q ' " of 6 (!o i h onsii! g / i B 20 R Or As Shown On Plans 2 R r, ao1`foq pe}al%n . • e . .. e • / -IO � 0 s A 4" TO 6" THICK l'-2" C 2�EXp. Joint N x / N =1 �' CONTRACTION � 8„ �O �.., GrafesS'0�ed7¢..a Tao o'. (� A C 5r_Ou JOINT �i I i imp-, I��,1� alle Gutter Curb And Gutter SECTION 3„88 Concrete Construction Joints PermittedN.T.S.■ Pipe Connector CONCRETE WALK AT 3,000 P.S.I.; *-!' .� WOOD FLOAT FINISH, SAW CUT PLAN " Saddle to /0'x/0' RIP RAP CONTRACTION JOINTS AT 2" R l -2 z y,, c 5' O.C. MIN. EXPANSION JOINTS COMPACTED SUBGRADE /,-/O" , " 2' Not Less Tban D zo "' AT 20' O.C. MIN. 1/2„ l -2 'S No Pipe Joint Permitted io Unless Approved By The Engineer 6n a ° Q• �� (� IN N ` �` IN Paid For As Pipe Culvert F (Pipe To Be Included Under Unit Price For Mitered End Section) 3 NOTE' ,° . Q . •n ' a P S rani SIDEWALK THICKNESS SHALL BE A MINIMUM OF 4 INCHES EXCEPT e} 3'-O" 8" *Slope: • , . a... e. AT DRIVEWAY WHERE THEY SHALL BE 6 INCHES IN THICKNESS. SECT/ON To Pipe For Pipes /° And Smaller 6 SECT/ON AA 2J For Pipes 24" And Larger. •• ' • a r•-° ION CC PREMOULDED JOINT SECT r907 C®NCRETE WALK 0 r273MATERIAL MITERED END SECTION 19 N.T.S. N. T. S. EXPANSION JOINT 3oov VALLEY GUTTER DETAIL 19 N.T.S. INN 21 N.T.S. m � J w 0 Y J Q Z o V) _ OC ~ w O F- 0 U w w w W 00 � to M c� 3 Li w J o o F U z Z 00 000 _ Q co i' 40 of0 00 cm Q� iE's Q �■ � _z C!) z z U� 0 CC ® N �_ be be U. 10 . ® ®, Z W CC e® 10 • • r I i I a u i `i i u i i E Q d- (U CU M 0 I I co m 75 N OFF DRAWN: d TT CHECKED: TT DATE: MARCH, 2003 d SCALE: sa :NONE Ln CAD NAME: FBSPAVDETI JOB #: L 92604 75 SHEET #: 0 rn Ln 0 .OF 24 SHEETS — — Anchor Bales With 2 - 2' x 2' x 4' Sidewalk Stakes Per Bale. 50' R/W R! O = 4' 7' 2' 24' PAVEMENT 2' 7' ' 4' 6 NATURAL CONSERVATION AREA Apron Ditch —1 Ditch MIAMI CURB (TYP) 1-1/2" FDOT TYPE S-1 l�j\�� Curb &Gutter� curb &Gutter __ — ASPH CONC (TYP) I�IIuuIIi,III���i���Illli� { 4' MIN. No dumping, land —clearing, or other PART/AL INLET COMPLETED INLET DITCH BOTTOM INLET 2% ---- 2.08% 2.08%—y 2% disturbance to native soils or vegetation permitted beyond this point in accordance 2' with the conservation easement recorded Official Record PROTECTION AROUND INLETS OR SIMILAR STRUCTURES with Orange County in Offic_ 7"12 _-12" (TYP)(TYP)--6" THICK STABILIZED SUBGRADE (TYP) ,pages BookWALK (TYP) 6" LIMEROCK BASE COMPACTED TO MIN. DENSITY for further information Call the ForestBrooke Homeowners OF 95% OF MAX. DENSITY PER AASi iTfl T-180 (TYP) Association7m regarding this area. Optional Post Position Principle Post Position 12" SUBBASE COMPACTED TO 95% MAX. DENSITY Post (Options. 2" x 4" Or !Canted 20° Toward Flow) THE TOP 6" STABILIZED TO FBV 50 TYP 2 Mln. Did. Wood: Steel (TYP) r 1.33 Lbs/Ft. Mtn.) Filter Fabric (!n v 6 Max. Conformance With Sec. 985 FDOT Spec.) o Filter Fabric " ilt Flaw rg10 TYPICAL 5V ROADWAY SECTIONrc CONSERVATION AREA SIGN DETAIL � CROSSWALK DETAIL N.T.S. 20 N.T.S. 20 N.T.S. ELEVATION SECT/ON Note.. Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE X SILT FENCE S FET ME NOTE: SWALE SIDE SLOPES AND BERM SHALL S.�EET NqM� A BE SODDED. NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL z BE SODDED. - -,` BUILDING z of TYPE 'B' OR 'C' LOT - � a� TYPE 'B' OR 'C' LOT w TYPE 'A' LOT z 0 r(o I silt Flow J BUILDING z I- 10' DRAIN. ESMT. (SOD) ----� O I?110' OR 1.5' DRAIN. .ESMT. (SOD) E� U)i- - 3 , 3' 20 41 2' 4 O,0 Type 7Qv Silt Fence Protection Note. Spacing for Type IE Fence to be in / �'9.� X a_ 0 accordance with Chart Z Sheet I of 3 Around Ditch Bottom Inlets. and ditch installations at drainage 3; M P` O structures Sheet 2 of 3. ¢; PCK BACK OF LOT 3'1 1' Do not deploy in a manner that silt fences will act as a dam across permanent flowing Type III Silt Fence SOD SLOPES o g watercourses. Silt fences are to be used at upland locations and turbidity barriers 0.5 IN. 0 1 used at permanent bodies of water. ATCH EXIST. ;n GRADE ®PL SILT FENCE APPUCATIONS 03 OR LOTLINE rA LOT SIDE GRADING DETAIL 901a REAR YARD SWALE 1 901 B REAR YARD SWALE 2 102 BALED HAY OR STRAW BARRIERS AND SILT FENCES20 N.T.S. 20 N.T.S. 20 N.T.S. 20 N.T.S. B STOP SIGN A 20 STREET NAME SIGN DETAIL N.T.S. w PHASE 2 - TRACT "A" z o EXIST VARIES 5' BERM EXISTING DRY POND #1 (PHASE 2) EXPAND EXISTING POND (PHASE 3) 5' BERM VARIES NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL . 15 WALL/FENCE, BE SODDED. BE SODDED. -' SOD SOD SOD SOD SIDEWALK & LANDSCAPE EASEMENT ~ w o SOD ALL UNPAVED AREA w METYPE 'C' LOT _ 0 TYPE 'C' LOT w z DRAIN. ESMT. 1 0 0 o WIDTH VARIES SO \ wo o 2 j �«- 20' DRAIN. ESMT. (SOD) —�I ; (SOD) \ l o z 6' 8' 6' � VARIES 6' VARIES 6' TOP OF BERM = 88.0' z \— —� �— 100YR/24HR PEAK STAGE = 86.7' —� `� � o 1 0 EL. 100.0' ---- EL. 107.5' T2EL. 98.0' EL. 105.5' \ / EXCAVATE POND 1 EXISTING \ / 5 FENCE EXISTING MATCH EXIST. - \ � / � MATCH EXIST. SIDEWALK GRADE CONSERV. ESMT. MATCH EXIST. EXIST BOTTOM = 76.0 BOTTOM = 76.0 GRADE GRADE AT CONSERV. ESMT. ESHGWL = 61.5' NOTE: SIDE SLOPES SHALL BE SODDED WITH BAHIA SOD. 0 SOD TO EXTEND OVER BERM AND ALL TIE-IN SLOPES. 901 C REAR YARD SWALE 901 D REAR YARD SWALE 0 r9O3A EXISTING DRY POND*1 EXPANSION SEED AND MULCHED POND BOTTOM. 20 SACK OF LOT 31 20 SACK OF LOT 33 20 N.T.S. N.T.S. N.T.S. EXIST. 15' WALL/FENCE, SIDEWALK & LANDSCAPE z PHASE 2 - TRACT "B" ¢ EASEMENT NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL o VARIES 5' BERM EXISTING DRY POND #2 (PHASE 2) EXPAND EXISTING POND 5' BERM VARIES SOD ALL UNPAVED AREA BE SODDED. BE SODDED. 0 SOD SOD (PHASE 3) SOD SOD z v�i TYPE 'C' LOT c i o w w TYPE 'C' LOT L`' o _ DRAIN. ESMT. o DRAIN. ESMT. WIDTH VARIES (SOD) Q WIDTH VARIES (SOD) > > \ ry W 3' VARIES 3' UJ VARIES 4.5' VARIES 4.5' EXISTINTOP OF BERM 88.0' FENCE G EXISTING o 0 -- SIDEWALK 00—� 100YR/24HR PEAK STAGE = 86.7' �— 3 EL. 111.5' 1 ,� EL. 113.0' MATCH EXIST. 3 3:1 \ / GRADE 1. 5' � 1 � EL. 110.5' EL. 111.5' \ / EXCAVATE POND 5 1 MATCH EXIST. GRADE AT \ NOTE: SIDE SLOPES SHALL BE SODDED WITH BAHIA SOD.O CONSERV. ESMT. MATCH EXIST. SOD TO EXTEND OVER BERM AND ALL TIE-IN SLOPES. GRADE AT \ SEXIST. BOTTOM = 78.0' / BOTTOM = 78.0 SEED AND MULCHED POND BOTTOM. CONSERV. ESMT. ESHGWL = 61.5' TE�REAR YARD SWALE 901F REAR YARD SWALE90 a K9'03B)iEXISTING DRY POND *2 EXPANSION 20 BACK OF LOT 35 20 BACK OF LOTS 36.38 20 N.T.S. N.T.S. N.T.S. m N Z 0 U Z O IU cc Q J a w 0 z c� U) w U) w [if H I I I F� 00 -,3s c C"d F 11 x '. M a W Z J c c U Z o00 _ N Q� CD 40 5E0 00 C W F- QZ Z_ 0 to U>� he U- ONE a z CC �- 10 DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: NONE CAD NAME: FBOPAVDET2 JOB #: 92804 SHEET #: OF 24 311EET3 E 0- CD M Cu M 0 i i OD 0) 75 0j cS 0- M i M 0) V) d S Q i U) m d s 75 i �r 0 m U) 0 '�" ' 1 3 -4 NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL N 2"-----� NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL C Of Grate �- o BE SODDED. BE SODDED. 2 2'-° 2 'C' —f E �, 0 W TYPE LOT w TYPE 'C' LOT TOP OF SWALE HALF SECTION CAST IRON GRATES �, 2'-4" T— , a" "' 8" Z DRAIN. ESMT. WIDTH VARIES (SOD) Z WIDTDH VARIES T. SOD) (SOD) ' > ? TYPE C PLAN VARIES 6' VARIES 6' VARIES 3' VARIES 3' Approx. Weight 235 Lbs. ZO —7 Z CAST IRON GRATE 3'-4" 510 5 2� EL. 120.0' o P Grate 1 ,� �. 3• / 3;1 EL. 101.0' 2'-35„ �hx z' cl. j Eye Bolt 21 EL. 118.0'i� See Index 201 r TREE CANOPYy GRADE SWALE AROUND TREE TO BE SAVED 'N 8m m �' k- #4 Bars O l2 Ctrs' MATCH EXIST. GRADE AT CONSERV. ESMT. H EXIST. GRADE AT CONSERV. ESMT. M99SECTION TYPE C TYPE C EXISTING TREE TO BE SAVED Straight Bars 2'x " s g Reticul7. Bars l xw Bands 1, x Recommended Max/mum Pipe Size.- 2'-0" Wall-l8" Pre 901 G 1 REAR YARD SWALE A 901 H REAR YARD SWALE 0 Approx. Weight 100 Lbs. 3'-I" iNoll-WallPipe 21 BACK OF LOT 39 21 BACK OF LOT 50 STEEL GRATE N.T.S. N.T.S. TREE TRUNK GENERAL NOTES 1. These Inlets are suitable for bicycle and pedestrian areas and are to be used in ditches, medians and other areas subject to infrequent traffic loadings but are not to be placed in areas subject to any heavy wheel loads. NF- 2. Inlets subject to minimal debris should be constructed without slots. Where debris is a NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL v problem inlets should be constructed with slots. Slotted inlets located within roadway BE SODDED. BE SODDED. clear zones and in areas accessible to pedestrians shall have traversable slots. The 2'-O" traversable slot modification is not adaptable to Inlet Type N. Slots may be constructed at either or both ends as shown on plans. TOP OF 8" 8" m 8" 8" 3. Steel .rotes are to be used on all inlets where bicycle traffic is anticipated. Steel grates � w TYPE 'C' LOT (n 'C' SWALE are to be used on all inlets with traversable slots. Either cast Iron or steel grates may be W TYPE LOT m used on inlets without slots where bicycle traffic is not anticipated. Either cost iron or steel grates may be used on all inlets with non -traversable slots. Subject to the selection described above, when Alternate G grate Is specified in the plans, either the steel grate, Z O F— 20' DRAIN. ESMT. (SOD) Z O F- 15 DRAIN. ESMT. NOTE: IN AREAS WHERE PROPOSED DRAINAGE SWALES hot dipped galvanized after fabrication, or the cast iron grate may be used, unless the > (SOD) ---� > CONFLICT WITH EXISTING TREES, CONTRACTOR plans stipulate the particular type. Of VARIES SHALL ATTEMPT TO RE —DIRECT SWALE AROUND 6' VARIES 6' N 3' 9' 3' TREE TO AVOID REMOVING TREE. 8" 6`-(J" 8" cn 8" 3' -6" 8 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than those recommended must be checked for flt. Z O Z O Unless Otherwise °� Unless Otherwise U U Shown On Plans shown on Pons 5. Al/ exposed corners and edges of concrete are to be chamfered ; . ' EL. 103.0 , EL. 108.0 PLAN VIEW Q 6. Pavement to be used on inlets without slots and inlets with non -traversable slots only � � 3• 1 � 3' when called for Tn the plans: but required on all traversable slot inlets. Cost to be 2' , EL. 101.0 TlEL. 107.0' NOTE: Alt. B Structure Bottom Only. See Detail No. 200 included in contract unit price for Inlets. Quantities shown are for Information only. I \`,' MATCH EXIST. STRUCTURE BOTTOM fflR INLETS TYPE C 7. Traversable slots nonstruoted .in existing inlets shall be paid for ns inlets .partial, MATCH EXIST. GRADE AT and shall Include the cost for slot openings, paving and any required replacement grates. GRADE AT CONSERV. ESMT. 8. Sodding to be used on all Inlets not located In paved areas and paid for under contract CONSERV. ESMT. unit price for Sodding SY. rD SWALE GRADING AROZJND 9. For supplementary details see Detail No. 201. Q!JPROTECTED TREE K232C F.D.O.T. E C INLET 901 I REAR. YARD SWALE A 901 J REAR YARD SWALE N . T. S. 21 N.T.S. 21 BACK OF LOT 51 21 BACK OF LOT 53 N.T.S. N.T.S. 10'x10' STONE RUBBLE RIPRAP WITH TYPE D-2 / NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL BE SODDED. NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL BE SODDED. FILTER FABRIC PER 2' MIAMI CURB / STC FDOT INDEX #281 /� ROW LINE 1-.-: RM Ajp E / TYPE 'C' LOT N 10' MIN. / CENTERLINE UJ Z TYPE 'C' LOT Z Z I 25'R > 15' DRAIN. ESMT. (SOD) Q k__ 20' DRAIN. ESMT. (SOD) ----I i 4' CONCRETE > SIDEWALKETE \ SIDEWALK \ � VARIES 4.5' VARIES 4.5', Of 6' VARIES 6' POND BOTTOM z N 35'R o d 'NO ' N 0 PARKING'EL. 109.0' .----- 3'1 EL. 111.0' 3 , PARKING' r_SIGN1.5' EL. 107.5' EL. 109.0'12" SIGNMATCH EXIST.7>� ATCH EXIST. GRADE AT CONSERV. ESMT. } GRADE AT — CONSERV. ESMT. SECTION N TS / 0 \ h� 901 K REAR YARD SWALE 0 901 L REAR YARD SWALE 1 BACK OF LOT 54 21 BACK OF LOTS 55.56 10'x10' STONE RUBBLE PUNK � i N.T.S. N.T.S. PARKING' RIPRAP WITH TYPE D-2 FILTER FABRIC PER n �1(/ — — SIGN 10' MINL. FDOT INDEX #281 (,� ►J�► l( `� I ROW LINE / \ NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL BE SODDED. BE SODDED. \ TYPE 'C' LOT F-: w w TYPE 'C' LOT STORM PIPE z � z 0 20' DRAIN. ESMT. (SOD) Zo DRAIN. ESMT. Q WIDTH VARIES (SOD) > VARIES 6' VARIES 6' 3' VARIES 3' Z O Z O � v NOTE: A TOTAL OF THREE (3) 'NO PARKING' SIGNS SHALL EL. 118.0' 3 BE PLACED AT EACH CUL—DE—SAC (SEE SHEET 4 �,� r ' 31 2 3 1 1 1 3: SIGN LOCATIONS). EL. 116.0' __IIIIIIIIIIII� 7MI PLAN MATCH EXIST. ATCH EXIST. GRADE AT GRADE AT CONSERV. ESMT. NITS CONSERV. ESMT. KF TYP'ICAL CUL-DE-SAC DETAIL 0 K'E STONE RUBBLE RIPRAP DETAIL 901 M REAR YARD SWALE 901 N REAR YARD SWALE , 21 N . T. S. 21 BACK OF LOTS 5&59 21 BACK OF LOTS 32t 34, 52 &. 57 N.T.S. N.T.S. m � u) Z O U w U O V) 9Old W oc F_ w 0 U Q Ul i w J U 0 0 Q o 00 00 LO LO -D c1� o: c2;) i tL G Z 'j o o F U �i1 Z o00 N LD Z � 4 O 00 L az ® IC P N U ICJ O .J 40 ai9 � +00 ONE v L4J Z IC 40 40 DRAWN: TT CHECKED: TT DATE: MARCH. 2O®S SCALE: NONE CAD NAME: FRSPAVDETS JOB #: 92604 SHEET #: of 24 3HEETS PROPOSED WATER MAIN MIAMI CURB PROPOSED STORM INLET EDGE OF PAVEMENT � ROW LINE ESMT. LINE uj 0 w PROPOSED p c� WATER MAIN Q CJ W M � C15 DEFLECT WATER MAIN AROUND STORM STRUCTURE. MAINTAIN 3' MIN. CLEARANCE BETWEEN WATER MAIN, AND STORM STRUCTURE. Q WATER MAIN AROUND STORM STRUCTURES SCALE: 1 " = 10" TREE PROTECTION BARRICADE DETAIL NOT TO SCALE W Z W Z JLa J o: Q Z .a Z t- Z a. !Y O C W pp v W. Q.. .. '� {}- ix > v. O. ..'v. F d w Q ° a0 O.p. ' C7 a O.' 0 V ap p: d w . p • Qa� • Ld Z =7 .p W v. ... V,. Va O v ' v �. W G3. w W o p Q 'p 'v a I W ZLd v O .D v.. v O Q w to a° °. 3 a• F O W Z G n ° J °' a y • ••. t C. d J p a' ' c Q v'a a G Q• .d d 8 i a W J Ixb W v^ o v .14' a 4 e] •• ( .' c W W O Z O. o.. n 3 � o; ._•v � Ld •• .° ° d.. °• ( p v Q � F .v '•p 'o ' ino. W e•.. 4. Q . Q 4 d J Q.o W = U p.' ,•v .v v$ W N .• 4 ° d• °, ° .•fib W Q o O p a v .. .. •°. W .. 'S W U LU o d e' ° 3 3• w. W W 44 . d =O ° v o ... v ° :: °4' J ? V d I O oV. • V. a 9 .e. ° .. a O �' O •• d 'd d < o V ° ° °d. Q 4 3 I a a 9 d 44 .Q p °' '. W.' 0 Ld 4. v ..O -I .�° .. Q• ''d.••N: ° ... 'v .'Q .b v v 44 4, ..'va. a e e b o I o•_ a,0 d do . O. o .'d• • d •.Q .o v. v v ,°• '. o' .B. °V. ..a ao c •'4. 4. d d G p O :. .. ..a . w• n d 4 n ° G v f- aQ try .a ':a: •• W d e O v. . • Z v o O V v J �' a w a . 'a D..v. .. U v• �w V •O. g SEWER' uj z v W T t •p ap . .$E;WER ' LATERAL o a t W Z .a e O Q e z O.. v G . ce a J U w a J a TYPICAL RESIDENTIAL UTILITY LAYOUT (LESS THAN 1 /3 ACRE) TYPICAL RESIDENTIAL UTILITY LAYOUT O.C. DETAIL #604 (1 /3 ACRE OR MORE) O.C. DETAIL #605 FEBCO 825Y BACKFLOW PREVENTER OR APPROVED EQUAL. 2" WATER METER PRESSURE GAUGE PR❑VIDE TEMPORARY AND COCK (TYP.) SUPPORTS AS REQ'D SCH, 40 GAL, PIPE AND FITTINGS. 12" TO 30" ABOVE GRADE Y FENCE/ ///�\>\ j/\\j/\\j/\\j//\\j/\ 2" CORP, STOP (TYP,) / / / / / DOUBLE STRAP \\ SADDLE (TYP,) N\\ \\\ \\\ \\\ i\�\\%/�/ 9 PROPOSED MAIN NOTE: 93 THE TEMPORARY JUMPER CONNECTION PIPES WILL BE PAINTED BLACK AND SCREENED FROM VIEW WITH SWEET VIBURNUM SHRUBS. EXISTING WATER LINE TIE IN VALVE MUST BE CLOSED AND CHAIN & LOCK REMAIN LOCKED, WATER SUPPLIER TO APPROVE L❑CKING MECHANISM, VALVE WILL BE OPERATED BY WATER SUPPLIER PERSONNEL ONLY WITH 24 HOUR ADVANCE N❑TICE, NOTES: 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: D. THE TIE—IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE BETWEEN 'EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY MAIN IMPROVEMENTS. A. THE TIE—IN VALVES SHALL BE OPERATED AND PRESSURE TESTED COMPANY AND OBSERVED BY THE ENGINEER. 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN IN THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO AFTER FLUSHING, THE TIE—IN VALVE SHALL BE CLOSED AND LOCKED A OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING VERIFY WATER TIGHTNESS PRIOR TO TIE—IN. VALVES WHICH ARE E. A THE CLOSED POSITION BY THE UTILITY COMPANY. OF NEW MAINS UP TO 8" DIAMETER (2.5 FPS MINIMUM VELOCITY) AND NOT WATERTIGHT SHALL BE REPLACED OR A NEW VALVE IN FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN AFTER FILLING, FLUSHING, TESTING, AND DISINFECTION OF THE NEW TESTED WITHIN ONE YEAR AT THE TIME OF INSTALLATION AND IS IN MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL GOOD WORKING ORDER AT THE TIME OF INSTALLATION. THE TEST FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FDEP THE NEW WATER MAIN AND FOR PROVIDING WATER FOR ( ) BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY SHALL BE PERFORMED BY A QUALIFIED BACK FLOW PREVENTION THIS JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM OTHER PERTINENT AGENCIES HAS BEEN RECEDED BY THE CITY OF OCOEE. GITHE FDEP PERMIT. TECHNICIAN AS APPROVED BY THE CITY OF OCOEE CROSS — CONNECTION CONTROL PROGRAM. PRESSURE OF 20PSI IN THE NEW MAINS ALL THE TIME AFTER DISINFECTION *FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED. ADEQUATE THRUST DEMAND HOURS OF THE EXISTING WATER MAINS. 5. EXCEPT AS REQUIRED TO FLUSH LINES GREATER THAN 8" IN DIAMETER, BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS THE TIE—IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE *ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE—IN VALVE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE OPEN PRIOR TO OPENING THE TIE—IN VALVE. SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN WITH AWWA C651, LATEST EDITION. THE TAPPING SLEEVE AND THE EXTERIOR CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR *PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE—IN SWABBING PER SECTION II OF AWWA C651-92. POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER 3. FLUSHING OF THE 10" -DIAMETER AND LARGER WATER MAINS MAY BE HONE DROP BELOW 35PS1. PERTINENT AGENCIES, THE CONTRACTOR .SHALL .REMOVE THE THROUGH THE TIE—IN VALVE UNDER CONTROLLED CONDITIONS. TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS * TIE—IN VALVE SHALL BE OPENED A FEW TURNS ONLY. ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS PLUGS. ENSURING A PRESSURE DROP ACROSS THE VALVE IS 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER ALWAYS GREATER THAN 10PS1. CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, TEMPORARY JUMPER CONNECTION DETAIL C. COMPANY UNTIL FLUSHINGEBEG NLOCKED CLOSED BY THE UTILITY FITOFTINGS, VALVE, ETC.. THE CONTRACTOR. SHALL BE THE RESPONSIBILITY NOT TO SCALE HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED POTABLE WATER (PW) RECLAIMED WATER* SANITARY SEWER (SS) (GRAVITY & F.M.) STORM SEWER ACCEPTABLE UTILITY VARIANCES HORIZ. VERT. HORIZ, VERT. HORIZ. I VERT. HORIZ. VERT. POTABLE WATER _ _ 5' C/C 3' 0/0 18" 10• 18" 10' 18" SEE GENERAL NOTES: NO. 4 RECLAIMED* 5' C/C t8 _ _ 5' C/C „ 18 WATER 3' 0 0 3' 0/0 SANITARY 10' 18" 5' C/C 18" SEWER 3' O/0 - GENERAL NOTES: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. * 2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATION LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C — DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 — DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE FOR NEW INSTALLATIONS OF PW AND SS, THE PIPES WILL BE INSTALLED IN SEPARATE TRENCHES AND THE BOTTOM OF THE PW MAIN WILL BE 18" HIGHER THAN THE TOP OF THE SS. B. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE FOR NEW SS AND A NEW OR EXISTING PW MAIN, THE SS WILL BE UPGRADED TO THE SAME MATERIAL REQUIRED OF THE PW MAIN OF THE SAME SIZE AND PRESSURE TESTED. C. WHERE INSTALLATION OF A NEW PW MAIN IS IN CONFLICT WITH EXISTING SS, THE FOLLOWING SHALL BE MAINTAINED: 1. VERTICAL CONFLICT: DEFLECT NEW PW MAIN 18" ABOVE THE EXISTING SS WITH SUFFICIENT COVER FOR THE PW, OR 18" BELOW THE EXISTING SS. WHERE DEFLECTION IS NOT POSSIBLE OR MINIMUM COVER NOT MET, THEN THE PW MAIN SHALL BE UPGRADED TO DIP AND CENTERED AT CROSSING. 2. HORIZONTAL CONFLICT: PW MAIN SHALL BE INSTALLED 18" HIGHER THAN THE EXISTING SS WITH SUFFICIENT COVER, OR THE PW WILL BE DIP. 5. NO POTABLE WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY PIPE. MINIMUM SEPARATION REQUIREMENTS O.C. DETAIL #601 Frr- J H W 0 � J ZR F¢ O in W 7 z B-' W /�o i Y Q Z Q � W Z H 0 Q 0 0 Ld Z Ld Of0 W � o ® L000 co 00 L L aW FIn Mill O U sZ11 Z ® o00 t-� Z =' � 40 to0 Ir O 0 W M <Z to CD to Z SjL4-J ® cc 01 a z � j o db 40 DRAWN: TT CHECKED: TT DATE: SCALE: NONE CAD NAME: FRSIMIISDET JOB #: 92604 SHEET #: AM em OF 24 SHEETS tn Ln j"r-= 0 z o00 z m a0 o 00 w aZ cry c: to z 0 cc ® cm . NONE 5L � ® r W ®C ®— a F r 1� { { 1 CHECKED: TT /� ®/ DATE: MARCH, 2002 SCALE: Its=100' CAD NAME: F83TREES JOB #: 924®4 SHEET #: ,z3 of 24 SHEET3 A FORESTBROOKE — PHASE 1 FORESTBROOKE — PHASE 1 FORESTBROOKE — PHASE 3 NOTESm 1. THE CONTRACTOR SHALL INSTALL A BARRIER ALONG THE NORTH SIDE OF THE EXISTING DIRT ROAD TO PROTECT THE DIRT ROAD. ANY DAMAGE TO THE EXISTING DIRT ROAD WILL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 2. DECENT ACCESS TO THE EXISTING EASEMENT ALONG THE SOUTH BOUNDARY LINE OF TRACT 'W' SHALL BE PROVIDED AT ALL TIMES. NO TRUCKS WILL BE ALLOWED TO BE PARKED OVERNIGHT WHICH BLOCKS THIS EASEMENT. F SCALE: 1"=50' HORIZ. 1 "=5' VERT. 14C 130 MATCH EXIST.-- OCOEE-APOPKA ROAD PAVEMENT DATUM ELEV 115.00 n Ivv vu.D I I�VI.� I IVIVD FiLLVVV�U ON THE EXISTING DIRT ROAD ON THE EXISTING DIRT ROAD 1 11^1 1 M^fklT 1 11 \I .f1G - LOW POINT ELEV = 128.11 LOW POINT STA = 181+76.42 PVI STA = 181+90 PVI ELEV = 127.80 A.D. = 2.66 K = 37.54 ----100.00' VC -i TRACT 'W' ACCESS ROAD STAmm 180+00 TO 185+16m9l HIGH FOINT STA = 18 +96.53 + 1D m PVI STA = 180+7 .62 m 00 cj co N VI ELEV = 128.90 0o N ''Ci Co r A.D. _ -3.22 N� iii w K= 31.02 ►► w w u w III o w m �ww lnwW o — M �m>: 00 II 070:? N 0 0 0 Nn II Q � W t0 N ^ N + + •- 06 N S N 00 .- •- ix —I 00 '- 11 II n. lii (n U 0i m > m > w m �wJ �ww 0.74q Fm> I _ 39 LF ® 1. 8% STS 1 RCP i I NN NL to �N � 04 00 m co co �� N Nam. NN 06 NN mod NN pN Oo6 �N r1N MM r7M �rrj �M 180+00 181+00 182+00 183+00 184+00 185+00 11' SOD GRAPHIC SCALE 25 w 100 ( IN FEET ) 1 inch = 50 ft. 99 9 �0 50' WIDE (TRACT 'W') 2' 24PAVEMENT 2' 6' 1-1/2" FDOT TYPE S-1 (SOD MIAMI CURB (TYP) ASPH CONC (TYP) �_ 2.08% 2.08% �1 �Z­I 1-"-12" (TYP) 12" (TYP) 6" LIMEROCK BASE COMPACTED TO MIN. DENSITY OF 95% OF MAX. DENSITY PER AASHTO T-180 (TYP) w Z ®o I / L CONC. SIDEWALK (TYP) L6" THICK STABILIZED SUBGRADE (TYP) 12" SUBBASE COMPACTED TO 95% MAX. DENSITY THE TOP 6" STABILIZED TO FBV 50 (TYP) 910A 24' WIDE ACCESS ROADWAY SECTION (TRACT 'W) 24 N.T.S. oWIDTH VARIES (TRACT 'W') z m VARIES 2' 36' PAVEMENT 2' VARIES 5' w 7-(SOD) (SOD) F- 1-1/2" FDOT TYPE S-1 0 o //- MIAMI CURB (TYP) ASPH CONC (TYP) ( -' 2% - 2.08% L 2. 08% 2% 1-12" (TYP) 12" (TYP) -`"I[::� - 6" LIMEROCK BASE COMPACTED TO MIN. DENSITY OF 95% OF MAX. DENSITY PER AASHTO T-180 (TYP) L CONC. SIDEWALK (TYP) 6" THICK STABILIZED SUBGRADE (TYP) 12" SUBBASE COMPACTED TO 95% MAX. DENSITY THE TOP 6" STABILIZED TO FBV 50 (TYP) 91OB 36' WIDE ACCESS ROADWAY SECTION (TRACT 'W') 24 N.T.S. mF- 0 V) w Zo G Loz >o M I- 0 C. w z Z O 0 M 4 N co co e^, ^ In to c` " uj i4 C ." w z Q i Z cn Q F C3 N z o o00 N NO C� z W ® 40 = o w a- H C aZ z I-- r v) c� 0)4 go U k40 � uh U _ MEN i L4J mc j Ic 10 .i • 1 • DRAWN: TT CHECKED: TT DATE: AUGUST, 2®®s SCALE: AS SHOW CAD NAME: MACCESS JOB #:: 929®4 SHEET #: 24 OF 24 SHEETS E c Lf c r L( C cy c I R i c z u u 0 c cy S 4 r 0 u c S c u c S c S Z i d c R u S c a i john ewseychik and assoc.,p.a. landscape architects NID HARDSCAPE PLANtq golf course architects 620 crown oak centre drive IRRIGATION Ae longwood, fl 32750 ` LAN[DSCAPE7 407 830-8922 Cj40ohn ewseychik FO D ChOthom larsen mFE3 1<%6, E E O chris rice EE!E; Fi CITY OFOCO F ORIDA a W x � a SHEET INDEX $ o cc COVER SHEET a: L— 2. MASTER KEY PLAN 0° co L30 PARK LANDSCAPE PLAN L-4* LANDSCAPE DETAILS /PLANT LIST � LL L-5, PARK IRRIGATION PLAN L-6. IRRIGATION DETAILS L-76 PARK. 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L .............. ... .. L 9 ................................... ...... 47 GUTTERLLEX.... ............................... .......... . ......... . .................. .......... LJ,3 20 19 18 T 6101 STREET 'N' 04 ......... 0 b ........................... ............... .......... .. . ....... ............ ................ 17 ...................... . . ........... ..... . .......... ........... - I .............. ... ......... .. .... ............ I in g 46 M M Go 16 REMOVE EXIST - ... .......... .. ......... .... 13 Sn ........... .... 1 15 14 12 f......... POWER P� 1"OVE EXIST. 11, 7,25 72 I I PdWR POLE E C.K) .. .. ........................ EXIST. 10' FLORIDA 21 22 45 1-111-11-1111, ........... I POWER CORP. ESMT N� 11 ......... ............................. TO BE VACATED ................... 23 ............ . ....... . ........................ ... — — -------- I .............. -1111111 ................... . ....... : .............. . . .... ... ........... ..................... 24 25 27 28 30 44 29 t1 74 1 ................. ......... ............. I REMOVE EXIST. . ... ..... .. ............ ... POWER POLE » .... I. ..... ....... ... ... 'EXIST. 10 FLORlPA p .. POWER CORP. EN L 42 TO BE VACATED 43 41 40 ........................ ...... . ........ ..................... .................. 7,// L ............. ........... ... ... I . . ........ - L24 . ........... ................ ................ .... 328 .. 6V ....... WWW ....................................... ............. 00- 35 34 38 37 33 36 32 1 39 31 4 . ........ ,, .... ...... . . .............. . . . ....... L ....... ............. .. . ........... ......... ...... ... ............................... 77 7 /7 '7 /Z 7 NOTPla,"111.]l 1-1,,,J11, 61 W 00 62 GoOD TRACT V CONSERVATION 25' WIDE 25' WIDE WETLAND UPLAND 3.29 AC UPLAND LINE (TYP) BUFFER BUFFER ...... .......... ............... 1".." ........... ....... . ... /, ....... ....... O 56 55 1 57 54 52 - — ------- - I " L---jl ................................ I .. ............. L .... ....... J .............. . / ///,* ................ . ..... . ............. ............. VA4Y GUTTER 100 101 99 J, I 98 "J "I'll", ............... ........ .. I ........... . . ............ .............. ; ....................... 102 115 ...................................... . ... ...... - r... . .......... . 103 114 63 1 ............................ 113 ........ rl- ............... ..... . . ..... I 104 M 64 ................... I'll,..................... - — ---------- ......... .... ............ ........... / ... .... .. ... . ................ 105 ............................................ 112 65 .......................... . . . . .................................... . ... .................... ............... . . .... I .......... . . ......111 ....... .......... 106 --"e . .......... 66 ........ .. . ...... ..................... ... .. ... . .. ...................... . .... .. ......................... . ......... i .............. 107 110 L f 67 C — — ----------- .......... ................................... 108 109 68 ............. L 69 7 1/1,101 1 Avy I. 4 ................................... 13. r/ . ....... . ......... . ... . .. . .............. 5.... ............................... 1 2 A K Q, AD 9 E ,E.' U PM 0 �mr Mat 74, 51 "orth . .. . ............. — 011; GRAPHIC SCALE 100 0 50 100 200 IN FEET 5. I inch = 100 ft. .............. Z R N 111D L . . ...... Site Benchmark 2 RE, Top of 1/2' Iron Rod and Cap 'TRAV/PT 5205' Elevation 126.53' . .......... ..................... . 64 ............... . . . . . . . . . . . . . . . . . .................. I ............................... . ..................... .. ... .... . ....................... . ..... ...... ..................... 5 62 61 6/ 59 58 57 ........ ............................ ................. .. ....... ... ... ... ............ I ............................. . .......... ........... . ............................... - ......................... ............. . . ............ . .. . .................. ................. 38 —,7 ..................... M.AVCT C 0 '1114 S E R� 0 N I 3,52 AC 2/) HH, 33 n, 5 0 T-1) D () W) VVII I "I 34 ,35 . . . . . . . ....... . L17 ........................... ..... ....... / ,J ....... .. ... Z ........... . ............ ............ ......... I ii ­'1F,,,,,;-,5,,'77 .......... g 01/4 yj A,'h! 0' ZA, 21 1 24 Si j qy 95 .... ..... 86 f `2 1A t' .......... ......................................... 11 ............ 140 94 87 116 85 .......... 11 ...................... * ............ R 139 J 93 88 1// 118 ✓ L . .... . ................. J11, .............. 13> 1-1-1111, .......... . 8 . . ............ ..... 92 fill, �-, ............ ........... 121 'NO PARKI SIGN• ................. ........................ 72 73 74 5 76 1 71 .... ........................ . SEE SHEET L-3 FOR PARK LANDSCAPE PLAN SEE SHEET L-5 FOR PARK IRRIGATION PLAN SEE SHEET L-7 FOR ZONED A--1 PARK HARDSCAPE PLAN 80 122 1,31 VALLEY . ..... . ..... . . ......... ................ 125 78 79 123 J .124 N ............. ...... 11 0 ........................................... . ...... . ............ 0 687.89' S00*4653"W 'M S], N BELTIN114 Y "U'PIWACT 'Y',' CIA, 01 AC "T N PARK 11 `R1 A C T 53 DRY MIEN A PARV hq4VE,,/ ERIN U/6,1- P, ........................... .......... ........ ... .......... ..................... ......... .. ............. 9.44 AC i 52 .... ...... ........ ....... .................. ..................... . . ........ ....................... I ............... ---- ZONED R-1 —A , , , """ "" , " ............................. . ............................ .. ..... . . ... .......... 46 44 1 1 43 ......... ................. . ..................... ........ ... /1,H1 r ............................... ......... it 4 ..................... . . ... . .......... . . . .............. . ............................. -35 Su,r/n�-�,w,r is 0 R�,,,dvMi H / ......... N, 1.p /2� 4 —2 ......... -H ,�Illlflllwl "low �pq Glknvar `L/n, ............ .................. . ............. ... 2 I .......... ... ..... . .. ........... I . ........... ` .................... "I'll— ............................. . ..... . 's . ... . .... .................. ...... . ......... . DRY 0 ARA 9 IP J I .............. ............ . .... Wwmil john ewseychik and assoc.7p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 0 john ewseychik 0 thorn larsen 0 chris rice 9 U C7� John ewseychik and assoc.,p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 Ejn ewseychik Chothom larsen Cchr is rice W Q S d m p \ O ,l O a^ N O J J(O W UC) 81 a EDGE OF PAVEMENT OR CURB EDGE OF BEDLINE TURF NOTE: LAYOUT PLANTS IN A TRIANGULAR PATTERN AS SHOWN, SPACED EQUALLY FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST) AND IN STRAIGHT ROWS. SPACING MAY BE ADJUSTED SLIGHTLY TO CREATE SMOOTH FLOWING BEDLINES AS SHOWN ON LANDSCAPE PLANS. PROVIDE 6" - 12" UNIFORM CLEARANCE (MULCH STRIP) BETWEEN PLANT FOLIAGE AND EDGE OF BEDLINE (TYP.). SHRUB/ GROUND COVER SPACING DETAIL NOT TO SCALE TREE PLANTING DETAIL NOT TO SCALE SELECTIVELY PRUNE TO MAINTAIN FORM PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL/5 TABLETS; ONE TA�LE�' PER�EA6H 5 /2W 15 RUNK DIAMETER. REINFORCED RUBBER HOSE ORANGE FLAG ABOVE TURNBUCKLE #10 GAUGE WIRE WITH GALVANIZED TURNBUCKLES AT THREE LOCATIONS (129 APART) MINIMUM 2" MULCH 6" SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY. 2"X4" X 2'-6' P.T.P. WOOD STAKE FLUSH WITH GROUND PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL PROVIDE CLEARANCE AROUND ROOT BALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. PROVIDE AGRIFORM (20-10-5) FERTILIZER TABLETS AT THE FOLLOWING RATES: 3 GAL/ 2 TABLETS: 1 GAL/1 TABLET. PROVIDE 6" MINIMUM CLEARANCE AROUND ROOT BALL (SIDES AND BOTTOM). 2" MULCH MINIMUM - DO NOT COVER MAIN STEM SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 12" MINIMUM DEPTH OF PLANTING SOIL MIX IN SHRUB/GROUNDCOVER PLANTING BEDS. PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL SHRUB AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE PINE PLANTING DETAIL NOT TO SCALE PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL/5 TABLETS 30 GAL/10 TABLETS, 65 GAL/15 TABLETS, OR ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER. REINFORCED RUBBER HOSE #10 GAUGE WIRE DRIVE 2" X 2" STAKES AT ANGLE AND DRAW VERTICAL MINIMUM 2" MULCH 6" SOIL BERM TURN BACK BURLAP ONE THIRD IF B & B. REMOVE SYNTHETIC BURLAP COMPLETELY. PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL CONNTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL PROVIDE CLEARANCE AROUND ROOTBALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. SYMBOL QUANTITY BOTANICAL NAME TREES PE 12 PINUS TAEDA QV 11 QUERCUS VIRGINIANA SHRUBS V❑ 157 VIBURNUM ❑DORATISSIMUM SOD PLANT LIST COMMON NAME DESCRIPTION LOBLOLLY PINE 8' HT, 4' SPR„ 2" D.B,H,( LIVE OAK 12' HT, 6' SPR,, 2.5" D.B,H, SWEET VIBURNUM SOD SEE PLANS PASPALUM 'ARGENTINE' ARGENTINE BAHIA GRASS IuL1111,1:1 PLEE ANS I MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS 30" HT. x 12"-16" SPRD, / FULL / 3 G SOLID, FREE OF PESTS AND DISEASES FREE OF DIRT AND DEBRIS LANDSCAPE PLANTING NOTES: 1 ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES. 2 ALL PLANTS SHALL BE FLORIDA NO. 1 OR BETTER, AS GRADED IN FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. 3) ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER, BEFORE, DURING, AND AFTER INSTALLATION. 4 REFER TO WRITTEN SPECIFICATIONS FOR DETAILED PLANTING INSTRUCTIONS. 5 ALL SINGLE—TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE A FULL, DENSE CROWN. 6 ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. 7 ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2" IN DEPTH. 8 ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3" TOPSOIL. 9 ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA. 10) ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE ROOTBALL. REMARKS SPACE AS SHOWN GUY SPACE AS SHOWN GUY FIELD VERIFY QTY, FIELD VERIFY QTY, LANDSCAPE CONTRACTOR NOTES: 1) THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. IN FULL MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. 2) THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. 3) THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. 4) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS RULE. 5) THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 6) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. 7) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. 8) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE. OF HIS WORK. 9) ALL ABOVE GROUND IRRIGATION COMPONENTS SHALL HAVE A VIBURNUM HEDGE AROUND TO SCREEN. ALSO TO BE PAINTED BLACK. �Rev 1 I I I m10:5 ewseychik and assoc.,p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 E10john ewseychik 0 thom larsen 0 Chris rice Q a iz O -1 LL. Lv LEI O U O Li O f- C) m Lij 14) O U N Z � � Q U W LSD.DWG 1 I / 9 9 U C7� -71z9jp3 . john ewseychik and assoc.,p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 ® john ewseychik O thom larsen CchrOis rice o a o ^o \ LO � � J W a IRRIGATION DETAILS I PAINT RISER COLOR CHOSEN BY LANDSCAPE ARCHITECT PLASTIC NOZZLE: RAIN BIRD 1800 SERIES PLASTIC SHRUB ADAPTER: RAIN BIRD MODEL PA-8S ULTRA -VIOLET PROTECTIVE PVC CLAMPS PLANT MATERIAL FINISH GRADE/TOP OF MULCH UV RADIATION RESISTANT PVC SCH 40 NIPPLE - EXTEND TO 4" ABOVE PLANT MATERIAL PVC SCH 40 ELL PVC SCH 40 STREET ELL 1/2-INCH PVC SCH 40 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC LATERAL PIPE STEEL ANGLE SHRUB . RISER DETAIL L - OUTSIDE WALL WALL MOUNTED CONTROLLER • 1.5-INCH PVC SCH 40 CONDUIT AND FITTINGS -JUNCTION BOX & 16 AMP SINGLE THROW SWITCH WIRES TO REMOTE CONTROL VALVES 1-INCH PVC SCH 40 CONDUIT TO 120V POWER SUPPLY CC CONTROLLER DETAIL 5h (LO �� DETAIL ■ ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. 3' ' MIN. N PLACE CONTROL WIRES UNDER MAIN 171KIMW GRADE/TOP OF MULCH HEADS 6" FROM WALKS ?BS _ER BODY ASSEMBLY IZZLE CHART REET ELL IPE, 12-INCH LENGTH: '2" ON SPRAY HEADS ;H 40 TEE OR ELL m ... ERAI PIPE 30-INCH LINEAR LENGTH OF WIRE, COILED SNAP-TITE CONNECTORS (1 OF 2) ID TAG VALVE BOX WITH COVER: 12-INCH SIZE FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL �( D) ELECTRIC VALVE I DOUBLE CHECK VALVE COPPER MALE ADAPTER (1 OF 2) COPPER UNION (1 OF 2) COPPER 90' ELL (1 OF 4) COPPER PIPE (TYPICAL) FINISH GRADE COPPER FEMALE ADAPTER IRRIGATION MAINLINE PIPE PVC MALE ADAPTER 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. IQBACKFLOW PREVENTER , 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 3) ALL POP—UP ROTORS AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" P.V.C. FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND BUILDING WALLS. 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. 6) ALL RISERS SHALL BE PAINTED A COLOR CHOSEN BY THE LANDSCAPE ARCHITECT. 7) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH ULTRA —VIOLET LIGHT PROTECTED P.V.C. CLAMPS. 8) ALL CONNTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING SNAP—TITE CONNECTORS AND SEALANT. 9) THE CONTRACTOR SHALL PREPARE AN AS —BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL INSTALLED IRRIGATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 10) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 1 1) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. 12) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 12" FROM ANY SIDEWALK, PATIO OR ROAD. 13) THE EXACT HEIGHT OF ANY 12" POP—UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 14) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WORK. 15) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 16) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION BY OTHERS. EQUIPMENT LIST SYMBOL DESCRIPTION QUANTITY O HUNTER 'PS' SERIES 6" POP =UP 79 O HUNTER 'PS' SERIES SHRUB SPRAY ON A SCH, 40 RISER 18 HUNTER 'PS' SERIES 12" POP-UP 0 ® HUNTER 'ICV' SERIES ELECTRIC VALVE 1-1 /2" 5 HUNTER 'ICC' SERIES 8 STATION CONTROLLER 120 VOLT O INSTALL WITH A MINI—CLIK RAIN, FREEZE SENSOR AND 1 BY—PASSBOX. GROUND WITH AN 8' COPPER CLAD ROD. 1-1/2" DOUBLE—CHECK BACKFLOW PREVENTER 1 0 1-1/2" IRRIGATION METER (BY OWNER) 1 LATERAL LINE SIZE PER PLAN SEE PLAN "--' 2" MAINLINE CLASS 200 P.V.C. SIZE PER PLAN SEE PLAN -------------- SLEEVING — SCH. 40 P.V.C. MIN. DEPTH OF 24" SEE PLAN john ewseychik and assoc.p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 ® john ewseychik ®o O thom larsen COC W N Q S W J 0 0 ca W Q O W /RR—DET C.� john ewseychik and assoc., p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 C® john ewseychik 0 thom larsen CchrOis rice_D a 0 W 0 1 Lj— w 0 v 0 0 F- A 1 o o � W o 8I Surveyor's Report 1. Bearings shown hereon are based on the North line of the Southeast 1/4 of Section 31, Township 21 South, Range 28 East being assumed as North 89'27'30" West. 2. This Survey was performed with the benefit of an Insurance Title Commitment. Said commitment prepared by American Pioneer Title Insurance Company, commitment number CM-1-0887-418 effective date being June 13, 2002, 3. The subject property is within Zone X, area determined to be outside the 500-year floodplain, according to the National Flood Insurance Rate Map Number 12095CO21O E, dated December 6, 2000. 4. Subject property is vacant wooded land. S. Only the aboveground evidence of underground utilities is shown, underground improvements were not located. 6. This Survey was performed for the sole and exclusive benefit of the entities listed hereon and shall not be relied upon by any other entity or individual whomsoever. 7. This surveymeets the Minimum Technical Standards set forth in Florida Administrative Code I West line of the NW 1/4 of Section 32 Rule 61G17-6, _pursuant to Florida Statute Chapter 472. j 8. This Survey is not valid without the signature and original raised seal of a Florida licensed surveyor and mapper. THE OAKS AT PARADISE I per Plat Book 18, Page 74 00 I \ POINT OF COMMENCEMENT - I 3 / 4 I 6 7 I Northeast corner of the SE 1/4 of Section 31, T-21-S, R-28-E 5 and " " Recovered 4 x 4 Concrete I Southwest corner of the NW 1/4 monument 'PLS # 1221' of Section 32, T-21-S, R-28-E 14 7.5' Utility Easement Recovered 6" x 6" Concrete Monument -_-_ -__ _ 456.60' _ _per Plat T i //01 S 89`27'30" E 2218.48' N 89'2730" W 418.15' North line of the SE 1/4 of Section 31 0 � 0 o N r� 00 `_ Not Platted Cr) LO N 8927'30" W East R/W line r; N 61.98' N 89'27'30" W 156.88' 45.00' Not Platted F N 00'50'42" E M N o 17.21' 1_ N 89'27'30" W N ss•2T3o" w o0i POINT OF BEGINNING o N 08'36'37" E 0 120.0LP 0' 142.30 31.52' a, o'i N 89'09'18" W a 89'09'18" W 50.00 � Co ti. S 00'50'42" W126.19' N 89'27'30" W 0 37.28' 50.00 121.20' o N O S 08'36'37" W ,ram+ N 8123'23" 18.29' to yir S 08'36 37" W TN 0934'34" W 30.05' I 80.94' Not Platted I 06'26'15" W t 35.99' Stream to East line of the SE 1/4 of Section 31 N 00 O L N 0 NE corner of the SE 1/4 -� of the NW 1/4 of Section 32 ' Boundary Survey of a LO 54004 W N 89'13'07" W 5 rob S S1 ° 171. 70, o 76'�9 Portion of Sections 31 & 320 Township 21 South, Range 28 East z� Not Platted 1�11� C•t f rN M �5 5 S 66 96 t�$ un � o car rn_ R = 390.00' o, L = 30.11' D = 04'25'24" t 3 00 �- 0 o ai o N 59'27'36" E rn 23.47' s `ram. 0•- S 45'09' 11 " E F 32.46' South line of the NW 1/4 of Section 32 S 89'49'34" E 1322.91' oAD N Nry Te N ryo,,0. 64 p)O>" R = 175.00' F S 61. L = 119.69' R = 350.00' D = 39*11'11" L = 10.10' ;;o D = 01'39'10" N o o 6 19,, �' N If,R = 25.00' L = 38.85' 8 R = 205.00' D = 89'02'44" r .4, ly L = 45.25' D = 12'38'50" •�� iV 63. N 84 33'33" W S 08'36'47" W (A SO S22s„ 175.72' 73.92' ti� .00• 4k i Portion of the NW 1/4 of the SW 1/4 of Section 32 Vacant Wooded Land s y o coee, Orange County, Floroda C 1 .o00 0 O m ° �` d C) a Lr) I 00 C .Q 0 E 0 d. 00 z 2 041 c X N M East line of the SW 1/4 C U? co in o of the NW 1/4 of Section 32 =3 Q ,� d \ > 0 r- ;r a) x o o � m r 0 �a-- the SW 1/4 of EEn o n of Section 32 o looded Land w -C U 0- rn N m 0 O o 0n 0 z X o _ z 0 Northeast corner of the NW 1/4 of the SW 1/4 of Section 32 Recovered 4" x 4" concrete monument 0.55' South & 0.30' East Portion of the NE 1/4 of o the SE 1/4 of Section 31 00) Old Abandoned Plant Nursery and Woods 4.r w 0 0 z o o z •„ ;nN rn �N II � I) I Edge of water of stream East R/W Line I II South line of the North 3/4 of the Recovered NW 1 /4 of the SW 1/4 of Section 32 1 /2" Iron Rod and L1323.85' IICap LB # 4596 0 1-- -I N 88*20'13" E I� Florida Power oration Corp(111 N Easement per O.R. 3707, Page 694 O I I 0 Cn Not Platted R = 276.25' I I L = 18.70' w CA = 03'52'44" S 03*34'11 W -00 50.00' I I N ad O M Not Platted TB = N 85'48'46" W z West line of the SW 1/4 of Section 32 00 Ln East line of the SE 1/4 of Section 31 o 0 S 80'35'00" E I Southeast Corner of the Northeast 1/4 18.43' of the Southeast 1/4 of Section 31, South line of the NW 1/4 of the SW 1/4 of Section 32 I Township 21 South, Range 28 East S 89'30'02" E 587.50' I 1 Recovered 2" Iron Pipe N 89'30'02" W 1193.65' N 00'42'14" E -y N 87'43'35" E1324.47' Dirt Road 30.00, South line of the NE 1/4 of the SE 1/4 t R°ad Not Platted N V) C 0 U 0 fn a� 0 z a� L 0 v C rn 0 a w GRAPHIC SCALE 41 m a > Q- v 100 0 50 100 200 400 U =5 0 ° m LO ( IN FEET) >°, 1 inch = 100 ft. > Phase 2 to 13 V Property Description - N m ,° C U A parcel of land being a portion of the Northwest 1/4 and o portion of the Southwest "v a (D ° J L �� m a 1/4 of Section 32, Township 21 South, Range 28 East, Orange County, Florida and o a portion of the Southeast 1/4 of Section 31, Township 21 South, Range 28 East, Q 4- _ o 0 Orange County, Florida. CL a m o_ LL_ More particularly described as follows: COMMENCE at the Northeast Corner of the Southeast 1/4 of Section 31, Township 21 South, Range 28 East, Orange County, Florida and run North 89'27'30" West, along O _0 the North line of said Southeast 1/4, for a distance of 418.15 feet; thence departing said North line . run South 00'32'30" West for a distance of 175.00 feet; thence run North O i- 89'27'30" West for a distance of 61.98 feet; thence run South 00'50'42" West O Lli for a distance of 168.36 feet to the POINT OF BEGINNING; thence continue South LL. M 00'50'42" West for a distance of 37.28 feet; thence run South 09'34'34" West 00 for a distance of 80.94 feet; thence run South 06'26'15" West for a distance of 35.99 C? N LO feet; thence run South 00'S0'42" West for a distance of 204.18 feet; thence run -� South 17'52'10" West for a distance of 299.10 feet; thence run South 00'42'14" 4-- N C: o West for a distance of 234.70 feet; thence run South 03'34'11" West for a distance O r-' M :3 of 50.00 feet to a point on a non -tangent curve concave Southerly and having a radius of O 276.25 feet, a central angle of 03'52'44"; thence from a tangent bearing of North 0 85'48'46" West run Westerly along the arc of said curve 18.70 feet to a point on a r non -tangent line; thence, departing said curve, run South 00'29'58" West for a distance > C N of 132.14 feet; thence run South 8035'00" East for a distance of 18.43 feet; thence run O South 89'30'02" East for a distance of 587.50 feet to the East line of the Southeast 1/4 (3 75 -C of said Section 31 and the West line of the Southwest 1/4 of said Section 32; thence run U �"' C3 North 00'42'14" East, along the West line of the Southwest 1/4 of said Section 32, for a distance 328.68 N L 0 of feet; thence run North 88'20'13" East, along the South line of co 0 the North 3/4 of the Northwest 1/4 of the Southwest 1/4 of said Section 32, for a distance of 1323.85 feet to the East line of the Northwest 1/4 of the Southwest 1/4 of y_ said Section 32; thence run North 00'42'37" East, along said East line, for a distance of O r, N N 1033.65 feet to the Northeast corner of the Northwest 1/4 of the Southwest 1/4 of said :3 Q Section 32; thence run North 00'46'53" East, along the East line of the Southwest 1/4 O O U of the Northwest 1/4 of said Section 32, for a distance of 687.88 feet; thence run North CL m •- •- 0 89'13'07" West for a distance of 171.70 feet; thence run South 81'40'04" West Lam_ for a distance of 76.79 feet; thence run South 66'56'26" West for a distance of 99.35 Q 4-- feet; thence run South 56'51'21" West for a distance of 131.17 feet; thence run C Q South 46'31'48" West for a distance of 122.20 feet; thence run South 6635'54" West for a distance of 96.48 feet; thence run South 14*40*26" East for a distance of 0N 176.51 feet to a point on a non -tangent curve concave Northerly, having a radius of - 390.00 feet; thence, from a tangent bearing of South 75'19'34" West, through a 0 w central angle of 04'25'24", run Westerly along the arc of said curve for a distance of r i 30.11 feet to a point on a non -tangent line; thence, departing said curve, run South 00'50'18" West for distance a of 129.61 feet; thence run North 59'27'36" East for a distance of 23.47 feet; thence run South 33'26'30" East for a distance of 91.59 0o feet; thence run South 45'09'11" East for a distance of 32.46 feet; thence run South 27'32'03" West for a distance of 203.22 feet to a point on a non -tangent curve z concave Southwesterly, having a radius of 350.00 feet; thence, from a tangent bearing of South 64'07'07" East, through a central angle of 01'3910", run SoutheasterlyE c, along the arc of said curve for a distance of 10.10 feet to a point of tangency, thence run v a, South 62'27'57" East for a distance of 30.12 feet; thence run South 273203" a m West for a distance of 50.00 feet; thence run North 62'27'57" West for a distance of +' � Q) 19.42 feet; thence run South 27'32'03" West for a distance of 126.25 feet; thence run o o South 08'36'47" West for a distance of 73.92 feet; thence run North 84'33'33" U o a West for a distance of 175.72 feet; thence run North 63'52'25" West for a distance +� �° o of 50.00 feet to a point on a non -tangent curve concave Southeasterly, having a radius E avi o'. = z of 205.00 feet; thence, from a tangent bearing of North 26'07'35" East, through a o ;�' �° central angle of 12'38'S0", run Northeasterly along the arc of said curve for a distance of 45.25 feet to a point of reverse curvature with a curve concave Westerly, 2 � having a radius of 25.00 feet; thence run Northerly, through a central angle of 0- 89'02'44", along the arc of said curve for a distance of 38.85 feet to a point of tangency; thence run North 50'16'19" West for a distance of 64.86 feet to a point of No curvature of a curve concave Southerly, having a radius of 175.00 feet; thence run 0 0 Westerly, through a central angle of 39'11'11", along the arc of said curve for a distance of 119.69 feet to a point of tangency, thence North N N m run 89'27'30" West for a distance of 156.88 feet; thence run South 00'32 30' West for a distance of 92.50 of o 0 feet; thence run North 89'27'30" West for a distance of 142.30 feet; thence run T South 00'50'42" West for a distance of 24.98 feet; thence run North 89'09'18" 75 West for a distance of 50.00 feet; thence run North 00'50'42" East for a distance of 17.21 feet; thence run North 89'27'30" West for a distance of 120.00 feet; thence run South 00'50'42" West for a distance of 59.39 feet; thence run South 08'36'37" West for a distance of 18.29 feet; thence run North 89'27'30" West for a distance of in 121.20 feet; thence run South 08'36'37" West for a distance of 30.05 feet; thence run w North 81'23'23" West for a distance of 50.00 feet; thence run North 08'36'37" M East for a distance of 31.52 feet; thence run North 89'09'18" West for a distance of E r .26.19 feet to the POINT OF BEGINNING. E p Contains 49.462 acres, more or less. II 04-1 N 0 c- to N Legend o ri R/W denotes right of way - P - denotes overhead power line M, denotes wood power pole d denotes wood guy pole N O a; O ® denotes telephone junction box 0 p denotes cable television junction box nj d\ N �_ N O denotes Set 5/8" iron rod and cap 'PSM :2 stamped # 5205' El denotes Recovered 4" x 4" concrete monument stamped 'PRM - PSM # 5205' Sheet 1 of 1 AV ITEM NUMBER IV. E Ocoee Commons PUD Project # AP-02-02-01 a.) Final Subdivision Plan ._-...In__ . Mayor S. Scott Vandergrift City Manager Jim Gleason STAFF REPORT DATE: March 5, 2004 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Planning and Zoning Commission FROM: Robert Lewis, AICP, Planning Manager THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Ocoee Commons PUD — Ashton Park (a.k.a — Kazaros Property) Final Subdivision Plan Project # AP-02-02-01A; # AP-02-02-01 ISSUE: Should the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park (the single family portion of the PUD)? BACKGROUND: The Ocoee Commons PUD property includes about 74.3 acres located on the north side of SR 50 and east of Blackwood Avenue across from the Hospital, as well as land further to the north across Shoal Creek. Most of the subject property is currently undeveloped and is covered with orange groves along with some oak trees. There is also a significant wetland area associated with Shoal Creek running through the central portion of the property. The Ocoee Commons PUD Land Use Plan and the Preliminary Subdivision Plan provided for a mix of land uses. The Plans showed Commercial and Office uses north of SR 50 and on Blackwood Avenue, Townhouses located between the Commercial uses and Shoal Creek, a Conservation designation over the Shoal Creek wetland area, and a single family subdivision located north of Shoal Creek. DISCUSSION: The Final Subdivision Plan (FSP) for the Ocoee Commons PUD and Ashton Park is consistent with the approved PUD Land Use Plan and the Preliminary Subdivision Plan (PSP). It provides for the construction of road improvements, utilities and a master storm water system to serve the mix of uses described above. The Plans for the Ocoee Commons PUD show how the entire project as a whole will be subdivided and developed. The Plans for Ashton Park show the single family subdivision within Tracts `A' and `B' of the Ocoee Commons PUD will be subdivided and developed. The FSP also provides locations of existing trees on the site that will be protected, and landscaping for all the common areas. The Conditions of Approval shown on the FSP are consistent with those shown on the PUD Land Use Plan and the PSP. March 5, 2004 Planning and Zoning Commission Page 2 As indicated in the previous discussions related to the PUD Land Use Plan and the Preliminary Subdivision Plan, this subdivision provides an extension of Montgomery Avenue through the PUD to Blackwood Avenue. This connection is an important element of the City's Master Transportation Plan. This connection along with the second connection to SR 50 provided by a future road within Tract 'W will provide significantly improved traffic circulation in this area for the general population, as well as for public services. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Final Subdivision Plan for the Ocoee Commons PUD and Ashton Park was reviewed by the Development Review Committee (DRC) on March 2, 2004. There were several technical issues to be addressed from the City Attorney, Planning, and Engineering that were identified in written staff comments and presented verbally. All of the issues were discussed and a few minor changes to the Plan were agreed upon. The issues that were are summarized as follows: a) Attorney — add a note to the legal description for Ashton Park; delete a few sentences from a couple of the Conditions of Approval. b) Planning — tree survey and tree protection; the site lighting details; signage, landscaping and maintenance of Tract J (Ashton Park HOA). c) Engineering — storm water calculations; the storm water pollution prevention plan; details related to some of the back yard swales in Ashton Park. When the discussion was finished, the Committee voted unanimously to recommend approval of the proposed Final Subdivision Plan, subject to making the changes agreed upon at the DRC meeting prior to the City Commission meeting (the issues discussed are described in the attached written comments from the reviewers). STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of Final Subdivision Plan (FSP) for the Ocoee Commons PUD and Ashton Park, as date stamped received by the City on March 4, 2004, subject to making the changes agreed upon at the DRC meeting as described in the attached written comments prior to the City Commission meeting. Attachment:s: Memo with comments from Foley & Lardner, dated March 2, 2004 Memo with comments from Public Works/Engineering, dated March 2, 2004 Memo with comments from Planning, dated March 2, 2004 Ocoee Commons PUD, Fined Subdivision Plan, date stamped March 4, 2004 Ashton Park Fined Subdivision Plan, date stamped March 4, 2004 O:\Staff Reports\2004\SR04010 P&Z.doc FOLEY:LARDNER MEMORANDUM CLIENT -MATTER NUMBER 020377-0562 TO: Carolyn Alexander, Development Review Coordinator FROM: Scott A. Cookson, Esq., Assistant City Attorney DATE: March 2, 2004 RE: Ocoee Commons PUD — Final Subdivision Plan (Project Nos. AP-02-03 -0 1 AA) Third Review In connection with the above -referenced project, we have reviewed the following documents: 1. Response letter from Design Service Group, Inc. dated March 1, 2004, stamped received by the City of Ocoee on March 1, 2004 (the "Response Letter"); 2. Final Subdivision Plans for Ashton Park Tracts A & B at Ocoee Commons PUD stamped received by the City of Ocoee on March 1, 2004 (the "Ashton Park Plans"); and 3. Final Subdivision Plans for Ocoee Commons PUD stamped received by the City of Ocoee on March 1, 2004 (the "Ocoee Commons Plans"). This Memorandum supercedes our Memoranda dated September 8, 2003 and February 17, 2004. Based upon our review of the documents noted above pursuant to the Land Development Code, we have the following comments: 1. [Repeat Comment] Please be advised that the legal description contained on the Ashton Park Plans does not appear to be correct. The legal description included is the same as the legal description contained on the Ocoee Commons Plans. Rather than create a new legal description for just the property part of the Ashton Park Plans we suggest that a note similar to the following be added above the legal description on the Ashton Park Plans: The legal description provided below is the legal description for the entire Ocoee Commons PUD property. The property which is part of these Ashton Park FSP plans is contained within the Ocoee Commons mr, 122713 1 PUD property and comprises just the single-family portions of the Ocoee Commons PUD property (Tracts A and B). 2. Please delete the last sentence of Condition of Approval 26 on the Ashton Park Plans and Condition of Approval 45 on the Ocoee Commons Plans and revise these Conditions of Approval to describe what type of fence/wall will be constructed along Montgomery Avenue. If you have any questions regarding this matter, please do not hesitate to call. cc: Paul E. Rosenthal, Esq., City Attorney Shelley K. Graham -2- 006.322733.1 ece,ater of Good Llvi hlavor �'� �g Commissioners S. Scott Vander -rift m Danny Howell, District 1 Scott Anderson, District 2 City Manager - Rusty Johnson, District 3 Jim Gleason y �" Nancy J. Parker, District 4 Ocoee Commons PUD/Ashton Park Large Scale Site Plan — 3rd Staff Review Public Works Department Comments March 2, 2004 The following are the results of your third submittal for the above referenced project. If you have any questions pertaining to the quested information, please contact our office. 1. Please demonstrate that the post -developed peak rate of discharge will not exceed that of the pre -developed rate for the 100 year/24 hour storm event. 2. Please provide written SWPPP (Storm Water Pollution Prevention Plan) per U.S. EPA (Environmental Protection Agency) NPDES regulations. Submit a copy from FDEP that you have submitted for a NOI. 3. It appears that the cross-section detail of M-M and N-N was not shown on the detail sheet. Please address. 4. Please provide back yard swales for Lots 23-28 and for Lot 58. Public Works Department Alex Z. Nasser, P.E. Staff Engineer City of Ocoee • 150 N Lakeshore Drive • Ocoee. Florida 34761 Phone: (407) 905-3100 • Fax: (407) 656-8504 • www.ci.Ocoee.fl.us . --...t r-+._ , Mayor S. Scott Vandergrift City Manager Jim Gleason MEMORANDUM DATE: March 2, 2004 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: Carolyn Alexander, Development Review Coordinator FROM: Robert Lewis, AICP, Planning Manager SUBJ: Planning Comments Ocoee Commons PUD & Ashton Park, 3rd Staff Review Final Subdivision Plan, Received March 1, 2004 These comments list the few remaining concerns of the Community Development Department related to the above referenced plan submittal. These issues will need to be addressed prior to City Commission action on the Final Subdivision Plans. Master Infrastructure FSP 1) The tree survey data needs to be reevaluated and revised as necessary for accuracy and consistency. 2) Sheets 3A, 3B and 3C should be revised to show a continuous tree protection barrier to protect all the existing trees to be preserved on the southern part of Tract Q and in the southeastern and southwestern corners of Tract Q. The grading plan should be revised as necessary to minimize the impact on those trees. 3) Sheet 3A should also show a substantial barrier around the existing trees at the west end of Tract P that will be preserved. The barrier should be no closer to the trees than their drip line. The grading plan should be revised as necessary to minimize the impact on those trees. 4) The detail drawing provided on Sheet 16 titled Tree Protection Measures needs to be revised to show that orange plastic mesh fencing with 2x4 stakes will be used around the trees to be protected, rather than two horizontal ropes. 5) Provide notes on Sheet LT-1 (Roadway Lighting) describing the decorative light poles and fixtures that will be used along Montgomery Avenue, Blackwood Avenue and along the private drive providing access to the commercial parcels. Ashton Park FSP 6) Provide detail drawings showing the signage and landscaping materials that will be placed within Tract J. 7) Since the Ashton Park HOA will also be responsible for Tract J, that tract should also be shown on the Ashton Park FSP. There also should be notes or Conditions of Approval indicating that the Ashton Park HOA will own and maintain Tracts F, G1, H1 and J. 0 AMem os\2004\MFP04022.doc City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us 00 D [PHH__&L BUBB 3 OH [PL&- -an 1[ 1117) LA A -D A [pro ®' INIVINAR . PERMIT PLANS .. LEGAL DESCRIPTION UT[LITIES VTY MAP INDEX OF SHEETS, THE LEGAL DESCRIPTION PROVIDED BELOW 15 THE LEGAL DESCRIPTION FOR THE ENTIRE OCOEE COMMONS SE R 1 PUD PROPERTY. THE PROPERTY WHICH IS PART OF THESE ASHTON PARK FSP PLANS IS CONTAINED WATER CITY OF OCOEE SHEET WITHIN THE OCOEE COMMONS PUD PROPERTY AND COMPRISES JUST THE SINGLE—FAMILY PORTIONS OF 150 NORTH L,A,KESHORE DRIVE THE OCOEE COMMONS PUD PROPERTY (TRACTS A & B). OCOEE, FLORIDA 34761 �- %01TYCORNER0 .ddlwwwh� n FLORIDA OF SECTION 20, TOWNSHIP 22 SOUTH, RANGE 28 EAST; S OF APPROVAL COMMENCE AT THE SOUTHEAST 2 CON I �P RUN THENCE N89'28'55"W A DISTANCE OF 995.69 FEET; RUN THENCE N 00'23.10" E A (407) 905-3100 DISTANCE OF 69.51 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF COLONIAL DRIVE CONTACT: MR. DAVID WHEELER ORLANDO STREET WHITE ROAD C XI TL G N DI TIONS PLAN(STATE ROAD 50). SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE N 89'23.37" W CLEARING ALONG SAID NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 331.93 FEET TO THE SOUTHEAST �- CORNER OF LAKE BENNET CENTRE AS RECORDED IN PLAT BOOK 35, PAGES 126 AND 127, PUBLIC TELEPHONE: BELLSOUTH Q W RECORDS OF ORANGE COUNTY, FLORIDA; THENCE N00'21'46"E ALONG THE EAN AST LINE OF SAID 500 N. ORANGE AVENUE, STE 360 g 4 M AS R I I L LAKE BENNET CENTRE A DISTANCE OF 1281.33 FEET; THENCE N 88'48'49" W A DISTANCE OF ORLANDO FLORIDA 32801E 8.45 FEET TO THE CENTERLINE OF CALIFORNIA AVENUE; THENCE N 00.38.39" E ALONG SAID , r. FEET; THENCE S 88'11'34' E A DISTANCE OF 30.01 FEET (407) 237-3080 Q °- °"' "~.".<,; :. SHEE CENTERLINE A DISTANCE OF 1127.25 E ~ <r 5 1 0 PLA I LE T TO A POINT ON THE WEST LINE OF LOT 17, TOWN OF OCOEE, AS RECORDED IN PLAT BOOK A. CONTACT: MR. NICK FARIS RECORDS OF ORANGE COUNTY, FLORIDA; N003$ 39 E ALQNv --� O U ```'' '> 'r° PAGES 100 THROUGH 101, PUBLIC IT Q � DISTANCE OF 170.19 FEET TO THE SOUTH RIGHT OF WAY LINE OF GENEVA STREET; € i'3s '° z SAID WEST LINE A PROGRESS ENERGY U w ,. 1 AS GRADINO% ' PRO R Vas <`M . s >a PLAN THE NCE S88'21'09"E ALONG SAID SOUTH RIGHT OF WAY LINE A DISTANCE OF 667.17 FEET; THENCE ELEC IC• (V ' " DISTANCE OF 30.01 FEET TO THE CENTERLINE OF GENEVA STREET; THENCE 425 E CROWN POINT ROAD ,:<<:::.>•.:<< y THENCE N00 33 04 E A D15 . ALONG THE ;; '=<:E:<<«,r. 637.11 FEET; THENCE S00'27.27"W 34787 MAINS STREET""'''"' `"°``"'"`"h'"' 1'09" E ALONG SAID CENTERLINE A DISTANCE OF WINTER GARDEN, FLORIDA �, Q "`='<°° "''`°""" 5 S8.2 ,� b ff 1 CROSS S CTI ® STRUCTURE DET EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 1989.29 FEET; THENCE / 07 905-3303 O Ci ""` � AILS 32.18 FEET; THENCE SOO'26.01"W A DISTANCE OF 596.59 FEET TO THE (4 ) fF 5 N 89'09'40" W A DISTANCE OF 3 Q 2-;�4 ,."S,� DRIVE STATE ROAD 50 ; THENCE N 89'23'37' W ALONG CONTACT: MR. JEFF ZAHARIS ```''" NORTHERLY RIGHT OF WAY LINE OF COLONIAL DR ( ) "'`'<' �.< THEN ,�n.., 14 STATE ROAD 50 IMPROVEMENIZ� SAID NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 663.86 FEET TO THE POINT OF BEGINNING. €€::,,.,.> CONTAINS 3,236,147 SQUARE FEET OR 74.2917 ACRES MORE OR LESS. GAS* LAKE APOPKA NATURAL GAS �GF 1MASTERDRAINAGEPLAN 1320 S. VINELAND ROAD WINTER GARDEN, FLORIDA 34777 COLONIAL DRIVE STATE ROAD 50 /� j� —2734 1 TANDA DDEIAILS PERMITS (407) 656 CONTACT: MR. RICK GULLETT - OLD GARDEN NCR9`1ESUBDIVISION PLAT APPROVAL BRIGHT HOUSE NETWORK � ROAD 1 7 WATER SEWER T CITY F OCOEA ILS E FINAL CABLE® 844 MAGUIRE ROAD p j 55�1, St. JOHNS RIVER WATER MANAGEMENT DISTRICT OCOEE, FLORIDA 34761 YZ �XPR �08 18-19 SPECIFICATIONS (407) 532-8509 OPp (STANDARD GENERAL ERP) CONTACT: MR. MARVIN USRRY g a -�� .� sL FLORIDA DEPARTMENT OF ENVIRONMENTAL. PRO CTION ��. SAPLl LANDSCAPE (WATER SEWER CONSTRUCTION PERMITS) 11®I I IGATI PLAN FLORIDA DEPARTMENT OF TRANSPORTATION —1 MIIIGA11ON PLAN MAR - 4 2004 CO NCTION PERMIT)(DRIVEWAY T-1 0 LI P _._. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTEC11ON T1®T4 I GN I TI PLANS (NPDES PERMIT) LANDSCAPE ENGINEER SURVET: DEVELOPER/Al"PLICAN-T: y: HORTUS OASIS BECHTOL IEERNQ ING CCURIGHT U F OCO ONS, —F , I 1104d -d TESTING, INC. OF 0 LA O, I C® & B OOD/5 , LLC esl� ervice U nc, Site Planning • Consulting Engineering Environmental Permitting 1425 BEHIRE AVENUE 605 Wo NEW YORK AVE* SUITE A 2012 E• ROBINSON STREET 236 PASADENA PLACE 1152 SOLANA AVENUE Florida Board of Professional Engineers Certificate of Authorization Number: 4220 WINTER PARK, FLORIDA 32789 DELA D, FL. 32720-52 3 ORLANDO, FL. 32803 ORLANDO, FL 32803 WINTER PARK, FL 327892 U T STREET (407) 622-4886 (3 6) 734— C407, 4— 314 (407) 841-3266 (407) 6LONGWOOD, FLORIDA 32750 • — FAX:(407)7-37`� F X: 7 4 —9421 F 7 2 — 27 (4 7) 3 1- 773 FAX:(407)622— 87 FAX° (388) 734 8541 C ) C FAX*-' (407) 047 . E—MAIL: sp®teg®s onus®®sis.com E—MAIL: tb ectol.com E- AIL: occusu a I.com E—MAIL designservic Oearthlink.net ,,{ CONTACT: THOMAS ECHTOL, CO TACT: AN -'R 0 R, L CONTACT: M° IFAGA COACT: • IFCONTACT° STEPHEN PATEGA A CONTACT: H- SO II, PE FLORIDA REGISTRATION NO.: 34836 1. 1. STATEMENT OF INTENT; THE APPLICANT REQUESTS FINAL SUBDIVISIONPLAPLAN M-AAD;TGUBDVSiOARE:iNhWAS 2. 9 4. SUBDIVISION INFRASTRUCTURE IMPROVEMENTS INCLUDE UTILITIES, PUB. ACCESS DRIVES, STATROAD50DMVFWAYCONNECnONS,TPRNLANES,AND A "MASTER" STORM WATER MANAGEMENT SYSTEM. THE SUBDIVISION DWI; DEVELOPMENT TRACTS WITHIN THE PUD. THE APPLICANT WILL ALSO CON FOR TRACTS A AND B, ASHTON PARK SINGLE-FAMILY SUBDIVISION CONCUR SITE AREAS: A. PUD DEVELOPMENT AREA LAND USE: A. PROPOSED LAND USE: COMMONS PUD AND FOR TRACTS .THE APPLICANT PROPOSES TO EITHE CONDITIONS OFAPPROVAL R DECEMBER 16, 2003 MEETING. OADWAYS AND PRIVATE CROSS- FFIC SIGNAL MODIFICATION, AND BENTS WILL SERVE THE VARIOUS .,T SUBDIVISION IMPROVEMENTS LY WITH PUD IMPROVEMENTS. 74.29 ACRES TRACT LAND ZONING AREA % OF FUTURE DESIGNATION USE EQUIVALENT (ACRES) SITE W R PHASE A SINGLE-FAMILY Rl-AA 13.174 17.7 DEVELOPER 1 ` RESIDENTIAL B SINGLE-FAMILY Rl-AA 8.784 11.8% DEVELOPER 1 RESIDENTIAL C MULTI -FAMILY R 3 14.438 19.4% DEVELOPER 3 RESIDENTIAL DI COMMERCIAL C-2 3.825 5.2% DEVELOPER 2 D2 COMMERCIAL C-2 1.517 2.0% DEVELOPER 2 E OFFICE/COMMERCIAL C-2 1.704 2.3% DEVELOPER 3 F COMMON AREA PUD 0.238 0.3% HOMEOWNERS RECREATION AREA ASSOCIATION 1 Gl COMMON AREA -NORTHEAST PUD 2.453 3.3% HOMEOWNERS STORMWATER RETENTION ASSOCIATION 1 G2 COMMON AREA -SOUTHEAST PUD IA26 1.9% PROPERTY OWNERS STORMWATER RETENTION ASSOCIATION i Hl COMMON AREA -NORTHWEST PUD 0.984 1.3% PROPERTY OWNERS STORMWATERRETENTION ASSOCIATION 1 H2 COMMON AREA COMMERCIAL PROPERTY OWNERS TRACTS COMMON OPEN SPACE PUT) 0.433 0.6% ASSOCIATION 1 I COMMON AREA -SOUTHWEST PUD 0.446 0.6% PROPERTY OWNERS STORMWATER RETENTION ASSOCIATION 1 J COMMON AREA -SINGLE PUD 0.065 0.1% HOMEOWNERS FAMILY SUBDIVISION ASSOCIATION 1 . ENTRY FEATURE K FUTURE CITY ROAD PUD 0.805 1.1% CITY OF OCOEE i RIGHT-OF-WAY Ll MONTGOMERY AVE-CITY PUD 1.298 1.8% CITY OF OCOEE 1 • ROAD RIGHT-OF-WAY L2 MONTGOMERY AVE.-CITY PUT) 1A15 19% CITY OF OCOEE 1 • ROAD RIGHT-OF-WAY L3 MONTGOMERY AVE: CITY PUD 0.656 0.9% CITY OF OCOEE 1 ROAD RIGHT-OF-WAY ' L4 - CITY SERVICES PUD 0.186 0.2% CITY OF OCOEE 1 RIGHT-OF-WAY L5 CITY SERVICES PUT) 0.232 0.3% CITY OF OCOEE 1 RIGHT-OF-WAY M BLACKWOOD AVE.-CITY PUD 0.895 1.2% CITY OF OCOEE N/A ROAD RIGHT -Of -WAY N CONSERVATION AREA PUD 9.734 13.2% CITY OF OCOEE 1 0 CONSERVATION AREA PUD 2.775 3.7% CITY OF OCOEE 1 P COMMON AREA PUD 1.957 2.6% COMMERCIAL STORMWATER RETENTION ASSOCIATION i -X_ :, .t.... i i . 52. THE DEVELOPER IS TO PROTECT AND PREVENT ANY DIS SETBACKS: FRONT -STATE ROAD 50 50 FEET 20. APPROPRIATE SIGNAGE WILL BE PROVIDED ON NON -SINGLE FAMILY RESIDENTIAL PARCELS AS NOTIFICATION TO ' TURBANCE, SILTATION, OR OTHER CONSTRUC TION CTIO R .. N THE CONE WIT S RVATIONAREAIN$IDETHE100-YEARFLOODELEVATION. E FUTURE SINGLE-FAMILY LOTS PURCHASERS OF THE INTENDED USE OF THE PARCELS. SI1.GNAGE WILL BE A MINI T , NTIRE CONSERVATIO FRONT -LOCAL STREET 35 FEET MUM THE APPROVED CROSSING POINT CO MPENSATTNGSTORAG , : ,, NAREA,EXCEPTFOR OF 32 SQUARE FEET AND PLACED IN LOCATIONS APPROVED BY THE CITY OF OCOEE: E AREAS, AND MITIGATION AREAS S N '• DURING CONSTRUCTIONAND SILT FENCES INSTALLEDTO ELIMINATE p � " SHALL BE FENCED OFF SIDE 20FEET I ANYPOSSIBILITYOFDISTURBA.NCEINTHEAREA Z 1 A REAR 20 FEET 21. ALL EXISTING STRUCTURES 3 DURING CONSTRUCTION: W &,, REAR ADJACENT TO RESIDENTIAL 50 FEET . . .. :(INCLUDING BUILDINGS, BILLBOARDS, POWER LINES, EXISTING AERIAL AND UTILITY > FACILITIES) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT I 53. ALL OFFI M J. Ir MAXIMUM BUILDING HEIGHT 45 FEET £ CE/COMMERCIAL AND C �, f 1.OMMERCIALLOTUSESSHALLCONFORMTOTHEMASTERARCHITE" REPLACING THOSE USES. > CTURAL,SIGNAGE 2` MA XIMUpR IMPERVIOUS AREA 80%LOT i LIGHTING AND LANDSCAPE PACKAGE PLANS WHI , O m , : ,CH WILL BE PROVIDED WHEN THE FIRST COMMERCIAL LOT IS U •: -�� ,� 2 . ALL ROADS WILL BE DEDICATED TO THE PUBLIC UNLESS OTHER SE NOTED. DEVELOPED AND WHICH BE SUBJECT TO (2 5. PARKING REQUIREMENTS: I 2 ED . , - .. WI . O I L , THE APPROVAL OF THE CITY. 0 i F I 54. THE DEVELOPER WILL INCL E" n E- i- .., L PER HALL UD LAN 23. THE DEVE.. O - . S CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT AL RI - GUAGE WITHIN Z " u. f .L. RIGHTS- > THE ','DECLA RATION TION OF EASEMENTS, �9 A. SINGLE-FAMILY DWELLING 2.0 SPACES/UNIT t NTS COVEN Z ) OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY RE UIRED IN ORDER TO ACCOMMO ATE ACCE ( ST SONS REQUIRING A BLANKET EASE NT FOR P ANTS, AND W - ,--- _ �� r :,- , .,: _ SS TO " s< ,� " ME , : EDESTRIAN AND'VEHICULAR CROSS -ACCESS BE O?` SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY TRACT Di , D2 , Q , AND THE PROPERTY LYING EAST OF TRA " BETWEEN m ,I, CT Q KNOWN AS THE WEST ORANGE PROFESSIONAL g ; �" B. MULTI -FAMILY RESIDENTIAL 2.25 SPACESJUNIT CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED ,LOT SHALL BE CONSTRUCTED AT THE TIME A HOUSE IS > CE�R'• Z i'"' y.• CONSTRUCTED ON THE LOT. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE # GU r w. SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RANTS WILL THEN BE CONSTRUCTED. ma_ C. OFFICE: t 55. RECREATION AMENITIES, MEETING THE CITY'S LDC REQUIREMENTS, SHALL BE PROVIDED IN BOTH THE SINGLE- - }. ' PROFESSIONAL OFFICE (EXCLUDING DOCTORS) 1 SPACE/250 SF SIDEWALKS ADJACENT TO COMMON AREA§ SHALL BE CONSTRUCTED AT THE TIME OF PERMANENT CONSTRUCTION I ' FAMILY AND MULTI -FAMILY AREAS. F- - ' U uC �`" t a OF ADJACENT COMMON AREAS. I 14 V) r _ OFFICE BUILDING 1 SPACE/300 SF € - �k.,.. 56. NOTWITHSTANDING THE CONVEYANCE OF ANY TRACT TO THE CITY_ UNTIL SUCH TIME AS THE IMPROVEMENTS �.� _ w L - c MEDICAL OFFICE 1 SPACEJ200SF 24. THE DEVELOPMENT OF THIS PROJECT WILL INCORPORATE THE STORMWATERNEEDSOFALLPUBLICROADSWITHIN ; CONTEMPLATEDFORSAIDTRACTARECOMMENCED,THEDEVELOPERSHALLBERESPONSIBLEFORTHEMAINTENANCE d Cc, !_Li � � - THE PROJECT, INCLUDING ALL OF THE ROAD TO BE CONSTRUCTED WITHIN TRACT "K'. I OF THE TRACT, D. COMMERCIAL RETAIL: W S c t..,, 0 C.) a°�"... 25. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO.2001-19. . 57. THE CITY SHALL HAVE THE RIGHT TO MAINTAIN THE LANDSCAPING WITHIN TRACT"J" SHOULD THE HOMEOWNERS In Lu FOOD STORE, SUPER MARKET ANDDRUGSTORE 1 SPACE/200SF a I ASSOCIATIONFAILTODOSOANDRECETVEREM BURSEIVIENTFROMTHEHOMEQWNERSASSOCIATIONFORTHEC.1 S x CONVENIENCE STORE i SPACE/100 SF f 26. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, AND EXPENSES OF SUCH MAINTENANCE. w NONSTORAGE AREA STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). w �,� ; 0 [F e k' r RESTAURANT 1 SPACE/4 FIXED SEATS PLUS I 58. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION PONDS TO THE PROPERTY OWNERS' d- O--171r �a I SPACE/75 SF PATRON USE FLOOR 27. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED TO THE CITY AT 5 ASSOCIATION (THE "ASSOCIATION") OR ANY PRO SIO 'TO d- z. N THE CONTRARY CONTAINED IN THESE CONDITIONS OF o 3: AREA NOT CONTAINING FIXED SEATING I APPROVAL,THE DEVELOPERSHALLREMAIN = \ O `�_ 4 b, THE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALT. BE FENCED WITH BLACK, VINYL CHAIN -LINK FENCE, WITH RESPONSIBLE FORTHE _ , DRIVE-IN RESTAURANT 10 PARKING SPACES PLUS 1 , I NANCE OFTHE PROJECT S STORMWATER , POSTSANDRAILSPAINTEDBLACK,ANDSHALLBESETBACKNOLESSTHAN25 FROMANYSIREET. STATIONS MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STO r. , _. SPACE/10 SF OF FLOOR SPACE ENTIRE SWMSFORTHE PROJECTISCO RMWATER RETENTION_ PONDS, UNTIL SUCH TIME AS: (I) THE I j o SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCK AS VIBURNUM OR LIGUSTRUM. NSTRUCTEDANDAPPROPRIATECERTIFICATES OFCOMPLETIONISSUEDBYBOTH (NOT DINING) # THE CITY AND THE SJRWMD, (H),THE STORMWATER RETENTION PONDS INTENDED T- BE CONVEYED TO THE FUNERAL HOME i SPACE/4 SEATS IN CHAPEL, i ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE ASSOCIATION ui THE : 28. ALL UNDERGROUND UTILITIES SHALL COMPLY WITH ORDINANCE N0.95-17, WHICH REQUIRES PEDESTAL -MOUNTED MAINTENAN , ( ,) ASSOCIATTONIS DESIGNATED AS THE PLUS 1 SPACE/COMMERCLAL VEHICLE 3 UTILITY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5' FORWARD OF THE FRONT BUILDING SETBACK ENTITY ON THE RECORDS OFT$E SJRWMD AND AL SERVICE STATION 3 SPACES/SERVICE BAY LTRANSFERRECORDSREQUIREDBYSJRWMDHAVE CO } LINE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70' IN WIDTH, WHERE THE LOTS ABUT THE STREET RIGHT -OF- BEEN EXECUTED AND ACCEPTED BY $JI2WMD, (Iy) THE CITY HAS BEEN PROVIDED V�ITIi A COPY OF THE DEVELOPER'S LOPER S � W K OTHER COMMERCIAL ESTABLISHMENTS 1 SPACE/200SF � WAY. - PROPOSEDMAINTENANCEPLANWITHRESPECTTOTHESWMS,AND(v)THECITYHASBEENPROVIDEDWTTHAWRITTEN FIRST FLOOR AREA STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLUS :SPACE/300 SF 29. ALL ACCESS RIGHTS TO TRACT "L" FORALL SINGLE-FAMILY LOTS ADJACENT THERETO SHALL BE DEDICATED TO THE PLAN WITH RESPECT TO THE SWMS AND THAT THE ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE ~ Co OF EACH FLOOR ABOVE CI Y• SWIM. W _ _ THE FIRST FLOOR �' E. OFF-STREET LOADING SHALL BE REQUIRED AS FOLLOWS: 30. STREET LIGHTS WILL BE INSTALLED BY THE DEVELOPER, AT THE DEVELOPER'S SOLE COST AND EXPENSE, PRIOR TO 59. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY 1.SHALL INCLUDE THE FOLLOWING iY :: ACERTIFICATEOFCOMPLETIONBEINGISSUED,ANDTHECOST-OFOPERATIONSWILLBEASSUMEDBYTHEDEVELOPER I ' PROVISIONS: G - OVER 10,000 SF BUT UNDER 25,000 1 LOADING SPACE s IN ACCORDANCE WITH ORDINANCE NO.95-17. 1 ' 2 - OVER 25,000 SF BUT UNDER 60,000 2 LOADING SPACES A PROVISIONALLOWINGTHECTTYTOLEVY,COLLECT,ENFORCEASSESSMElyTSFORMAINTENANCEOFCOMMON 0 -OVER 60,000 SF BUT UNDER 120,000 3 LOADING SPACES 31. PURSUANTTOORDINANCENO.2001-18ALLSUBDIVISIONSIGNAGEMUSTBE CONSISTENT WITHTHELEGALLYASSIGNED I AREAS TF ASSOCIATIONS FAILS TO DO SO OR FAILS TO MAINTAIN ASSESS Lil � "ti NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY MENTS AT A LEVEL ALLOWING FOR ADEQUATE NTENANCE. _ . 6 100-YEAR FLOOD Z s _ - _ W I • 00 ONE: THE CITY COMMISSION. I B. PROVISIONGRANTINGTHECITYTHERIGHT,BUTNOTTHEOBLIGATION,TOMAINTAIN/REpAIRTHESWMSAND I OBTAINREIMBURSEMENTFROMTBE ASSOCIATION, OR FROM THE DEVELOPERIF (I) TURNOVER OF CONTROL .-� :• TO THE MEMBERS UM NOT OCC[1RRED, OR (ii) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE Q1 PER FIRM PANEL N0.120179 0220 E, A PORTION OF THE SITE, ACRES, LIES WITHIN ZONE "AE", A 100-YEAR FLOOD 32. ALL BUILDING SETBACKS FROM ALL RETENTION AREAS SHALL BE 15 FEET FROM TOP OF BANK IN MULTI -FAMILY ' of THE SWMS. � . d Q HAZARD AREA. THE REMAINDER OF THE SITE LIES WITHIN ZONE "X", AREA OF MINIMAL FLOODING. PARCELS AND 30 FEET FROM TOP OF BANK IN SINGLE-FAMILY PARCELS. i W T� N C. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE t. l " d o4 C) i I OPERATION/MAINTENANCE ENTITY ACCEPTABLE TO THE CITY INTHE EVENT OF DISSOLUTION AND THAT IF 'C�I '�i l.Vr 7. WETLANDS: 33. ALL COMMERCIAL BUILDINGS SHALL BE SET BACK 50 FEET FROM ALL RESIDENTIAL PARCELS, 35 FEET FROM DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY MAY CONTINUE TO LEVY AND COLLECT . BLACKWOOD AVENUE, AND 50 FEET F1.ROM STATE ROAD 50. ASSOCIATION, ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTAND(NGIHE DISSOLUTION OF THE l� " �C � "I A SITE CONTAINS TWO (2) AREAS, TOTALING 6.45 ACRES, WHICH ARE ENVIRONMENTALLY SENSITIVE BASED ON S #I I� C� FIELD INSPECTION AND FLAGGING BY ENVIRONMENTAL CONSULTING GROUP AND FIELD LOCATED BY 34. THE ROAD NETWORK WITHIN TRACT "A" AND TRACT "B" (THE SINGLE-FAMILY RESIDENTIAL TRACTS) WILL NOT $ D SECRETARY THAT THE ASSOCIATION SHALL AT ALL TIMES HE IN GOOD STANDING WITH THE FLORIDA IZ3 !` ACCURIGHT SURVEYS. THE MAJORITY OF THIS AREA, 5.40 ACRES, WILL REMAIN UNDISTURBED WITHIN A CONNECT TO CROOKED CREEK DRIVE TO THE WEST OR BLUE SPRI.UCE DRIVE TO THE EAST. y of STATE. � PLATTED CONSERVATION TRACT. I E. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE I DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS 35. THE DEVELOPER SHALL DEDICATE AND CONVEY TO THE CITY TRACT "L" (MONTGOMERY AVENUE TRACT) AT THE ACCOMPANIEDBYANENGTNEER'SCERTIFICATTONTHATIHESWMSISFUNCITONINGINACCORDANCEWITH B. THE DEVELOPMENT PLAN PROPOSES A WETLAND ENCROACHMENT, ACRES, NECESSARY TO CONSTRUCT t EARLIER OF 18 MONTHS FROM THE EFFECTIVE DATE OF THE DEVELOPER'S AG$EE • . NT OR 8 MONTHS AFTER I ALL APPROVED PLANS AND PERMITS. TO TILE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY SUBDIVISION ROADWAY AND INFRASTRUCTURE IMPROVEMENTS. CONSTRUCTION s� "" " ` CORRECTTVEACTIONI$REQUIREDTHEDECLARANfSHALLBEREQUIREDTODILIGENTLYUNDERTAIESUCH ANY UCTION ACTIVITY WITHIN APPROVALOFTHEFIRSTFINALSUBDTVISIONPLANFORTHEPROJECI'OR, WTTHTHEFIRSTPLATTOBESUBMITTEDFOR f CORRECRVEACnONATTHEDECLARANT'sEXPExs EANDTOPOSTACASH BOND WITHTHEASSOCIATIONFOR JURISDICTIONAL WETLAND LINIITS REQUIRES ST. JOHNS RIVER WATERMANAGEMENT DISTRICT/ARMY CORP THE PROJECT, WHICHEVER OCCURS FIRST. THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. f'� OF ENGINEERS PERMIT APPROVAL. '�•1 F. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE 36. THEDEVELOPERSHALLDEDICATEANDCONVEYTOTHECITYTRACT"K"(60'FUTRREROADWAYTRA WITHINSIXTY I SUBJECT' TO ASSESSMENTS LEVIED BY THE C. A WETLAND IMPACT MITIGATION PLAN SHALL BE PROVIDED WITH THE FINAL SUBDIVISION PLAN THAT FIRST 5 60 DAYS OF A RE UEST FOR THE SAME BY CITY BY IN NO EVENT PRIOR TO ONE 1 YEAR FROM THE EFFECTIVE ASSOCIATION. Q ( ) Q THE (� ! G. PROVISIONTIIATANYAPrTENDMENTTOANYPROVISIONAFFECTINGTHECITYREQUIITESTHECONSENTOFTHE SHOWS WETLANDS IMPACT, TO BE APPROVED BY THE ST; JOHNS RIVER WATER MANAGEMENT DISTRICT AND t DATE OF THE DEVELOPER'S AGREEMENT. NOTWITHSTANDING THE CONVEYANCE' TO -,THE CITY, UNDER NO I crrY IN Ax INSTRUMENT RE ('�� THE CITY OF OCOEE PRIOR TO APPROVAL OF THE FINAL SUBDIVISION PLAN. 1 . ,r: I CORDED WITH THE AMENDMENT, V CIRCUMSTANCES SHALL THE CITY BE UNDER ANY OBLIGATION TO MAKE IWROVEMENTS WITHIN1. TRACT K IN , 0(z) `` ,J CONJUNCTION WITH THE DEVELOPMENT OF THIS PROPERTY. 11 H. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE N ^I 8. SOIL CLASSIFICATIONS: FORGOING PROVISIONS. ry G� I 37. THE DEVELOPER SHALL DEDICATE AND CONVEY TO THE CITY TRACT "M" (BLACKWOOD AVENUE TRACT) AT THE > 60. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES, PER THE ORANGE COUNTY SCS SOILS SURVEY, SITE SOILS ARE CLASSIFIED AS FOLLOWS: EARLIER OF 18 MONTHS FROM THE EFFECTIVE DATE OF THE DEVELOPER'S AGREEMENT OR 8 MONTHS AFTER ANDAIO'UrRM.DRAINAGEANDSIDEWALKEASEMENTAWACENfTOTHESTREETRIGIiT-OF WAY. SIDEWALKSWIL APPROVAL OF THE FIRST FINAL SUBDIVISIONPLAN FORTHE PROJECT OR WITHTHE FIRST PLAT TO BE SUBMITTED FOR ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN TIMM AROUND EXISTING PROTECTED TREES TO BE 4 = CANDLER FINE SANDS, 0-12% SLOPES, HYDROLOGIC GROUP A r, I PRESERVED. THEa, ROJECT, WHICHEVER OCCURS FIRST. 6 = CANDLER-APOPKA FINE SANDS, 5-12% SLOPES, HYDROLOGIC GROUP A - - 61• THE 6' FENCE AND THE 5' EASEMENT AREA$ WITHIN TRACTS "A" AND "B" ALONG MONTGOMERY AVENUE SHALL BE ._. 34 = POMELLO FINE SANDS, 0-5% SLOPES, HYDROLOGIC GROUP C ; 39. WITHIN THIRTY (30) DAYS OF RECEIPT OF THE' WRITTEN REQUEST' FOR ANY CONVEYANCE OF PROPERTY SET FORTH I MMNT�D By THE PROPERTY ASSOCIATION, EXCEPT THAT ALL GRASS AND LANDSCAPING ONTHE HOUSE SIDE OF _ .- ; THEFENCESHALLBEMA-M,AlMliYTHEINDIVIDUALLOTOWNERS.THELANDIJURDENEDBYTHEEASEMENTSHALL 41= SAMSULA-HONTOON BASINGER ASSOCIATION, LESS THAN I % SLOPES, HYDRO B/D f. TO THE CIT I THE EVEL+UPERSHALL PROVIDE THE.CITY WITH A.METES.AND SOUNDS.LEGAL DESCRIPTION ' BE OWNED BY TIE INDIVIDUAL LOTT. 46 = TAVARES FINE SANDS, 0-5% SLOPES, HYDROLOGIC GROUP A AND SKETCH OF DESCRIPTION FOR THE PROPERTY TO BE CONVEYED, SAID DES. W .. ON AND SKETCH BEING I OWNERS. 11 62. EACHFIREHYDRANTSHALLBEOSHAYELLOWINCOLORANDBLUEREFLECTIVEMABKERSHALLBEAFFTXEDTOTHE 47 = TAVARES-MILLHOPPER FINE SANDS, 0-S%SLOPES, HYDROLOGIC GROUP A CERTIFIED TO THE CITY AND , . Q) SUBJECT TO THE REVIEW AND APPROVAL OF THE` CITY: =THE PROPERTY SHALL BE ( STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT, I I .q DEDICATED AND CONVEYED BY THE DEVELOPER TO THE CITY BY SPECIAL WARRANTY DEED FREE AND CLEAR OF ALL 0 1 63. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREE WITHOUT FIRST 9. UTILITIES: LIENS -AND -ENCUMBRANCES -EXCEPT FORTHOSE MATTERS.ACCEPTABLE TO THE CITY. THE FORM OF THE SPECIAL I W^ WARRANTY DEED SHALL BE SUBJECT TO THE` APPROVAL OF THE CITY. THE DEVELOPER SHALL, OBTAININGAPERMITFROMTHEBUILDINGDEPARTMENT.TAEREMOVALOFPROTECTEDTREESSHALLBEMMIMIZED i TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE H+ THE W CONTtWO OUSLY WITH THE DEDICATION AND CONVEYANCE OF THE PROPERTY, PROVIDE TO THE CITY A DEVELOPER HAS FAILEDTO TAKE REASONABLE MEASURES TO PRESERVE SPECIMEN AND HISTORICTREES. A. WATER SERVICE: CITY OF OCOEE BANE O ESTIMATED AVERAGE DAILY FLOW (ADF)- CURRENT ATTORNEY'S OPINION OF TITLE OR A CURRENT TITLE COMMITMENT TO BE FOLLOWED BY A POLICY OF 64. EXISTING TRESS 8" OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED ALONG PROPOSED 75 SF DWELLINGS@ 350 GPD 26,250 GPD TITLE INSURANCE, EVIDENCING THAT FEE SIMPLE TITLE TO THE PROPERTY IS FREE AND CLEAR OF ALL LIENS AND LOCATIONSOFHUFFERWALLSORROADRIGHT OF WAYLINESWILLBEPRISERVEDIFATALLPOSSIBLE.THEDUFFER : , Z) WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE u 175 MF DWELLINGS @ 300 GPD 52,500 GPD ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO i BUFFERS AND AS STREET TREES O14 O 131,500 SF RETAIL @ 0.1 GPD/SF 13,150 GPD THE CONVEYANCE AND' DEDICATION OF THE PROPERTY, INCLUDING THE COST OF TITLE WORK, SHALL BE B4 ORNE SOLELY BY THE DEVELOPER. REAL PROPERTY TAXES ONTHEPROPERTY SHALL BE PRORATED AS OF THE DAY BEFORE 65. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ONINDIVIDUAL LOTS CONTAINING PROTECTED TREES �-- TOTAL ESTIMATED ADF 91,900 GPD AS MUCH AS POSSIBLE. THE CITY'SACCEPTANCE OFTHE CONVEYANCE OFTHE SAME,ANDTHE PRORATEDAMOUNT OF SUCH REAL PROPERTY ,I, po ('� TAXES ATTRIBUTABLETQTHEDEVELOPERSHALLBEPAIDANDESCROWEDBYTHFDEVELOPERINACCORDANC: , 1 66. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS 44 MINIMUM FIRE FLOWS SHALL BE PROVIDED- 1.AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW By THE CITY AND THE ENGINEER PRIOR TO ANY TREE O THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTE$; PROVIDED, HOWEVER, THAT IF THE CONVEYANCE OCCURS REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL ALL TREES BETWEENNOVEMBER I ANDDECEMB TO BE PRESERVED HAVE HEE ER31,.THENTHEDEVELOPERSIiALLBERESPONSIBLEFORREtull. ERTYTAXE5 NCLEARLYMARK WITHTR_ ___ -. . FOR ENTIRE YEAR NEITHERTHE DEVELOPER,ITS SUCCESSORS AND ASSIGNS, NOR ANY OTHERPERSON OR ENTITY 1 67. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING RIGHT-OF-WAY AND RETENTION AREAS !� I MULTI -FAMILY 1000 GPM MINIMUM 20 PSI SHALL BE ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER COMPENSATION OF ANY KIND FOR, ONACCOUNT i EVALUATEDATTHE 0 U'" � TOTALS 74.292 100.0% COMMERCIAL 1,000GPMMINIMUM@20PSI Q ? NEEDSTOBEREMOVI IE BMLI AS DETAILED IN EACH FINAL DING EORwrisISSUEDFFOBTHATLO ODETERMINEWHH MRO NOTEACHTREE } OF, OR WITH RESPECT TO THERRE UIRED'CONVE'YANCE OF PROPERTY. ( 1 B. OCOEE COMMONS PUD WILL BE A MULTI -USE DEVELOPMENT CONTAINING SINGLE-FAMILY, MULTI -FAMILY, 1 B. SANITARY SEWER SERVICE: CITY OF OCOEE �� �� s 66. REIN SHALL HE CONSTRUED TO WAIVE ANy PROVISION OF THE I 1.`. J �I 39 IN THE EVENT THE CITY CONSTRUCTS, OR CAUSES TO BE CONSTRUCTED, ANY PORTIONOF TRACT M LAND DEVELOPMENT CODE EXCEPT TO r 1 I ESTIMATED AVERAGE DAILY FLOW (ADF)- Y. {BLACKWOOD THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN. ' AND COMMERCIAL DEVELOPMENT. MULTI -FAMILY DEVELOPMENT IS PLANNED WITHIN AN AREA HAVING A I £ AVENUE TRACT), TRACT "K" 60' FUTURE ROADWAY TRACT OR TRACT "L" NTGOMERY A TRA I V COMMERCIAL FUTURE LAND'USE DESIGNATIO IN THE COMPREHENS PLAN. THE TRAFFIC IMPACT I 75 SF DWELLINGS @ 300 GPD 22,500 GPD ( - ) (nIQ VENUE CT) PRIOR TO THE RETENTION AREAS BEING CONSTRUCTED, THE DEVELOPER AGREES TO GRANT TO THE CITY A TEMP I 69. PRIOR TO RECEIVING A CERTIFICATE OF COMPLETION FOR TRACT "L", THE DEVELOPER MUST FIRST OBTAIN FROM N IVE 175 MF DWELLINGS 250 GPD 43,750 GPD O .. , ORARY ORANGE COUNTY ADOCUMENT IN RECORDABLE FORM AND ACCEPTABLE ANALYSIS RESULTS DEMONSTRATE THAT : ,THE` OVERALL .IMPACT OF THE PROPOSED MULTI -FAMILY @ , " " TO THE CITY WHICH ALLOWS FOR TRACT z STORMWATER.EASEMENTANDTEMPORARY.D AGE EASEMENTS AS NECESSARYOVERAMI7TUALI:.Y`AGREEABLE L TOCROSSORANGECOUNTYSEASEMENTASAPUBLTCRIGITr-OF-WAYRECORDED DEVELOPMENTwrnuNTHEAREADESIGNATEDCOMMERCIALISLESSTHANITWOULDHAVEBEENIFTT WERE = 131,500 SF RETAIL @ 0.1 GPD/SF 13,150GPD N INOFFICIALRECORDSEOOK3153, € PORTION OF THE PROPERTY UNTIL SUCH TIME AS THE PROPERTY IS DEVELOPED AND PERMANENT RETENTION AREAS r PAGE 2703, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. AS COMMERCIAL' USES, EVEN THOUGH MULTI -FAMILY RESIDENTIAL IS NOT CONSISTENT WITH I TOTAL ESTIMATED ADF 79,400 GPDO ARE CONSTRUCTED TO HANDLE THE STORMWATER FROM THE ROADS. 70. TRAFFIC IMPROVEMENTS SHALL INCLUDE THE FOLLOWING: THE FUTURE LAND USE DESIGNATION, THE INTENT OF THE OCOEE STATE ROAD 50 ACTIVITY CENTER SPECIAL 1 C. STORMWATER MANAGEMENT: PRIVATE DEVELOPMENTPLANISBEINGMETWITHTHISPUT)PLANBYENCOURAGINGMULED/MULTIPLEUSESALLOWING F £ o CONSTRUCCION OF TWO ADDITIONAL TRAFFIC LANES ON BLACKWOOD AVENUE FROM STATE ROAD 50 TO +_ 40. EXCEPT WHERE OTHERWISE PROVIDED, THE DEVELOPMENT STANDARDS IN'A CG2 ZONING WILL APPLY FOR ALL I MONTGOMERY AVENUE. •- A PEDESTRIAN ENVIRONMENT 'A REDUCING THE PROJECTSC IMPACT ON ADJACENT STREETS. STORMWATERt MANAGEMENT SHALL BE PRO ED CONSISTENT WITH THE T I i.YID CI , Y OF OCOEE AND ST. JOHNS COMMERCIAL TRACTS, THE DEVELOPMENT STANDARDS FOR R-3 ZONING L APPLY F - E WILL OR ALL MULTI FAMILY >_ t PROVISIONS OF THE PUD PLAN REQUIRE BOTH HICULAR AND PEDESTRIAN CROSS -ACCESS BETWEEN I o ADDITIONAL IMPROVEMENTS T (D WILL YE: RIVER WATER MANAGEMENT DISTRICT RE ATIONS THI I OTHESTATEROADSOBLACKWOODAVENUEINTERSE II I „, , .. GUL „ WI:. „N COMMON AREA RETENTION TRACTS. THE RESIDENTIALTRACTS ANDTHEDEVELOPMENTSTAND F - CTIONRESULTINGINA ARDS UR Ri AA ZONING WILL APPLY FORALL SINGLE FAMILY TOTAL OF TWO NORTH BOUND LANES AND FDUR SOUTH HOUND LANES ON BLACKWOOD AVENUE NORTH Q) O MULTI -USE PUD TR1 II EMSELVE . AS WELL AS EXISTING RESIDENTIAL SUBDIVISIONS AND COMMERCIAL TRACTS SHALL BE O D AND NED BY A R I of CL WNE . MAINTAI P •„OPERTY OWNERS ASSOCIATION. THE DRAINAGE RESIDENTIAL TRACTS. � STATE ROAD 50, TO INCLUDE THE FOLLOWING: A NORTH BOUND SH ARED RIGHT TURN/THROUGH LANE, A -_ 0 Ua PROPERTIES ADJACENT TO THE PUD. EXTENSIVE PLANNING EFFORTS AND COOPERATIONBY THE APPLICANT ' COLLECTION'SYSTEM WITHIN PLATTED ROAD RIGHT-OF-WAYS SHALL BE OWNED AND MAINTAINED NORTHBOUNDTHROUGHLANE,ACONCRETEMEDIANSEPARATO ASOUTHBO NTAINED BY THE R, UNDLEFI TURNLANE,ASOUTH Zj T1 WILL ASSURE THE CITY'S FUTURE ROADWAY PLANS WILL BE MET THROUGH THE DEDICATION OF RIGHT -OF- 1 CITY OF OCOEE UPON FINAL ACCEPTANCE OF SUBDIVISION IMPROVEMENTS BY t I BOUND SHARED LEFT TURNTHROUGH LANE, A SOUTH BOUND THROUGH LANE, AND A SOUTH BOUND RIGHT -,_ Z D THE CITY. THE STORMWATER 41.- THE USES PERMITTED 1N THE•S1NGLE-FAMILY PORTION OF THE PUD WILL BE THE SAME AS THOSE USES PERMITTED TURN LANE ALL PROPERLY ALIGNED WITH THE EXISTING CORRESP C C� O i ONDING LANES ON THE SOUTH SIDE OF WAY AND ACTUAL CONSTRUCTION OF A PORTION OF CITY ROADWAY IMPROVEMENTS. RETENTION AREAS SHALL BE DESIGNED TO RETAIN THE PRE -POST VOLUME DIFFERENCE BASED ON THE 25 IN AN R IAA ZONING DISTRICT. AS A CONDITION OF THIS PUD, ANY USES THAT WOULD BE PERMITTED AS A SPECIAL STATE ROAD 50. N p E-- Lo - YEAR 96 HOUR DESIGN STORM. EXCEPTION IN AN R IAA DISTRICT WILL REQUIRE SPECIAL EXCEPTION APPROVAL IN THIS PUD. i o RIGHT-OF-WAY DEDICATION ONTHE EAST SIDE OF BLACKWOOD AVENUE NORTH OF MONTGOMERY AVENUE � p W N v DETAILED LAND USE BREAKDOWN: I 1 SUFFICIENT TO ACCOMMODATE A FOUR LANE DIVIDED ROADWAY AND ALL THE NECESSARY INTERSECTION 10. PROJECTED TRAFFIC GENERATION: IMPROVEMENTS. A. SINGLE-FAMILY RESIDENTIAL TRACT; • 42. TRACTS "Dl ", "D2", "E", AND "Q" SHALL BE DEVELOPED WITH THE STANDARDS APPLICABLE TO AREAS WITHIN A C-2 , O _r M m ZONING DISTRICT, ACCORDING TO ORDINANCE NO.99-23. AS AMENDED, EXCEPT AS OTHERWISE SPECIFIED IN THE o UPGRADINGTHEEXIS17NG5IGNALIZATIONATTAESTATEROADSOBLACKWOODAVENUEINIBRSECI'IONTO � � Q PROJECTED AVERAGE DAILY TRIPS (ADT) FOR THE PUD UPON BUILDOUT HAS BEEN ESTIMATED IN ACCORDANCE WITH PLANS AND CONDITIONS OF APPROVAL FOR THIS PUD. A$ A CONDITION OF THIS PUD, ANY USES THAT WOULD BE INCLUDE LEFT TURN ARROW SIGNALS FOR THE EASTBOUND LEFT TURN LANE ON STATE ROAD 50 AND THE W Q ;- m SOUTHBOUND LEFT TURN LANES ON BLACKWOOD AVENUE. - Z 0 EQUIVALENT CITY ZONING R IAA, SINGLE FAMILY i THE ITE TRIP GENERATION MANUAL, STH EDITION AS FOLLOWS: PERMITTED AS A SPECIAL EXCEPTION IN A C-2 DISTRICT WI1.LL REQUIRE SPECIAL EXCEPTION APPROVAL IN THIS PUD. I GROSS AREA 21.96 ACRES HOWEVER,EVENTHOUGHTHEFOLLOWINGUSES WOULDNORMALLYBEPERMITTEDINAC-2ZONINGDISTRICT,THESE ° DEDICATION OF TRACT 'K' ROAD RIGHT-OF-WAY FOR THE CONSTRUCTION OF A FUTURE TWO LANE Q 1.I COLLECTOR ROAD. 0) 0 ' ' NUMBER IT LOTS 75 LOTS 75 SINGLE-FANIILY HOMES (210) 775 TRIP ENDS USES SHALL NOT BE PERMITTED ON THESE FOUR TRACTS: AUTOMOBILE SALES (NEW OR USED), AUTOMOBILE REPAIR I v � J II NET DENSITY 3A LOTS/ACRES I 175 MULTI -FAMILY APARTMENTS (220) 1,098 TRIP ENDS OR SERVICE STATIONS, PAWN SHOPS, OR A CONVENIENCE STORE WITH GAS SALES. I o OTHER ON -SITE INTERSECTION, TURN LANE, RIGHT-OF-WAY DEDICATION, AND ACCESS MANAGEMENT � � LL � MINIMUM LOT SIZE 9,000 SF 131,500 SF COMMERCIAL 11,360 TRIP ENDS I IMPROVEMENTS AS SHOWN ON TIM. PRELIMINARY SUBDIVISION PLAN. a) E ` tL l�I1QdIMUM LIVING FLOOR AREA 19800 SF ; TOTAL PROJECTED ADT 13,233 TRIP ENDS 43. ALL COMMERCIAL LOTS WILL BE A MINIMUM OF ONE ACRE IN SIZE. 71. ROADWAY IMPROVEMENT PHASING BY TRACT U00 SETBACKS: FRONT 25 FEET ' i DEVELOPMENTTRACf ROADWAYTRACr/NaNT►? SIDE 7.5 FEET 11. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE 44. ALL STORMWATERMANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND. BACK - ROAD IMPROVEMENT DESCRIPTION N 0 4 1.I "A" OR "B" TRACT "LL", MONTGOMERY AVENUE NORTH EDGE OF TRACTS "N" AND "O" it;W O REAR 30 FEET REQUIREMENTS OF THE CITY OF OCOEE CODE. SLOPES TO THE NATURAL GRADE ON TILE OUTSIDE OF PONDS MAY HAVE SLOPES UP TO 3:1. I TO NORTHTERMINUS C O 0 .o REAR - TRACT "A" NORTH BOUNDARY 25 FEET I „C„ MONTGOMERY AVENUETRAC WEST "LS", WEST EDGE OF TRACT "T 3" TO SOUTH � wCD v) � � MINIMUM LOT WIDTH (AT BUILDING SETBACK): 75 FEET 12. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER 163 3 45. ALL SINGLE-FAMILY LOTS ABUTTING MONTGOMERY AVENUE SHALL HAVE A 6-FOOT PVC FENCE WITH BRICK I EDGE OF TRACT "L1"% �- _ r ^ o s "DI AND D2" TRACT "M", BLACKWOOD AVENUE ALL BLACKWOOD AVENUE NORTH OF 0 O Q V N[��IIMUM BUILDING HEIGHT 35 FEET MORATORIA ON THE ISSUANCE OF BUILDING PERMITS vNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL COLUMNS INSTALLED IN A 5-FOOT EASEMENT ALONG THAT ROAD. ; STATE ROAD SO PLUS INTERSECTION N N 7 . . i TRAFFIC CONTROL WORK C O �U z X PROJECTED SCHOOL AGE POPULATION (0.50 STUDENTS/LOT) 38 STUDENTS AUTHORITYTOEXEMPTANYPRIVATEENTITY,ORI'TSELF,FROMTHEAPPLICATIONOFSUCHSTATELEGISLATIONAND "E' TRACT "L3" MONTGOMERY � N a MAXIMUM IMPERVIOUS AREA 50% LOT 1 NOTHING HEREIN SHOULD BE CONSIDERED AS SUCH AN EXEMPTION. n GOMERY AVENUE WEST EDGE OF TRACT L2 TO O ,,, C'7 BUILDING COVERAGE 35%LOT I. 46. SHADE TREES .(MINIMUM 2.5 DBH WHEN PLANTED) SHALL BE PROVIDED AT AN -AVERAGE OF 50-FOOT INTERVALS L� 0 0 : EAST EDGE OF BLACKWOOD U N ALONGBOTHSIDESOFMONTGOMERYAVENUEFROMTHENORTHERNEDGEOFTHESINGLE-FAMILYSUBDIVISIONALL i TRACT _ AVENUE,TRACI 'M" -1 � 13. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE APPROVED LOCATIONS THE WAY TO BLACKWOOD AVENUE. TREES ADJACENT TO SINGLE-FAMILY LOTS SHAL BE INSTALLED BY THE OT „Q„ . SHOWN ON THE PLAN. s n . n L 1 &TRACT L3 MONTGOMERY AVENUE SOUTH EDGE OF TRACT "M" • �c i B. MULTI -FAMILY RESIDENTIAL AREA: I L fNORTH EDGE OF TRACT L3 TO OWNER. ADJACENT TO TRACT C , THE MULTI -FAMILY TRACT DEVELOPER SHALL INSTALL THE TREES AT THE TtlVIE , D VENUE o ' EQUIVALENT CITY ZONING R-3,MULTI-FAMH.YDWELLING " THAT PARCEL DEVELOPS. THE DEVELOPER SHALL INSTALL TREES IN ALL REMAINING AREAS AT THE TIME OF 72•"IFnUCr"C"ISDEVELOPEDASAPRIVATEGATEDCOMMUNITY,ITSHALLCOMPLYWITHALLAPPLICABLEORANGE r� � O M COUNTYORDINANCESANDRESOLUTIONSWrMRESPECrTOGATEDCOMMUNITIES,INCLUDINGBUTNOTLEWTEDTO J •- i cYT 14. STORM WATER MANAGEMENT SHALL BE PROVIDED FOR ALL PARTS OF THE PUD WITHIN A MASTER STORM WATER ROADWAY CONSTRUCTION. ARTICLE vHI, CHAPTER 3a OF THE ORANGE COUNTY CODE, As WELL AS ANY AMENDMENTS TO THAT ARTICLE THAT �q�I3 GROSS AREA . NUMBER OF UNITS 1414 ACRES MANAGEMENT SYSTEM. THEREFORE, OPEN SPACE AREAS FOR INDIVIDUAL COMMERCIAL AND OFFICE%COMMERCIAL # MAYBEENACTEDTHERETO. ALLREFERENCESINSAIDCOUNTYCODECHAPTERTOTHE "COUNTY" SHALLBEDEEMED ~I"`� C O 0 SUNTTS ' PARCELS MAYBEREDUCEDT020"/uIFALLOTHERBLJFFERANDLANDSCAPERE rr TOREFERTOTHE"CITY"FORPURPOSESOFTMSREQUIREMENT.NOTWITHSPANDINGTHEFOREGOING,INTHEEVENT (3 m VC DENSITY 11 UNITS/ACRES I ° QIDREMENTSAREMET,ANDAMAXIMUM i 47. SHADE TREES (MINIMUM 2.5 DBH WHEN PLANTED) SHALL BE PROVIDED AT AN AVERAGE OF 50-FOOT INTERVALS THE CITY ADOPTS AN ORDINANCE REGARDING GATED COMMUNITIES PRIOR To APPROVAL OF T$E PLAT FOR -' a I 70 /° IMPERVIOUS AREA (BUILDABLE AREA, NOT COUNTING CONSERVATION AREAS) IS MAINTAINED WITHIN ALL THE ALONG THE SOUTH SIDE OF THE NEW ROAD SHOWN ALONG THE NORTHEASTERN EDGE OF THE MULTI -FAMILY AREA 11 PORTION OF TRACT "C' , THEN TRACT "C" SHALL COMPLY WITH ANY SUCH ORDINANCE ADOPTED BY "THE CITY." ' (INCLUDING TRACT "C" +TRACT "G2"AREAS) COMMERCIAL AND OFFICE/CON[MERCIAL PARCELS COMBINED. I - -- - - -_ - -- _ _ _ .. _-- --- _ ...: _ -- -_ _ .,.. - _ _ .c O TYPE OF DWELLINGS TOWNHOUSES OR CONDOMINIUMS ; { FROM MONTGOMERY AVENUE TO THE EASTERN EDGE OF THE PUD. THE MULTI -FAMILY TRACT DEVELOPER SHALL I 73. DEVELOPMENT OF TRACT "C" SHALL BE SUBJECT TO THE REQUIREMENTS OF THE CITY OF OCOEE MULTI -FAMILY O O OWNERSHIP FEE SIMPLE EACH UNIT INSTALL THE TREES AT THE TIME THAT PARCEL DEVELOPS. I DEVELOPMENT STANDARDS IN EFFECT AT THE TIME OF DEVELOPMENT OF TRACT "C'! WITH ONE EXCEPTION. THE N U- � M LIVING FLOOR AREA 1,200 SF 15. A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS AND PAVED AREAS SHALL °- ALLOWABLE DENSTIYWILLBEII.DUNITS/ACRE THE UNTTSALLOWEDWILLINCLUDETRAGT"C"ANDTRAGT"G2"THERETENI•IONAREATHATSERVESTRACT"C"ANDTHE SETBACKS: FRONT (3-STORY) 35 FEET BE GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHERAPPLICABLE AUTHORITIES FORLAW ENFORCEMENT,FIRE, 48. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100-YEAR FLOOD ELEVATION BY A MINIMUM OF ONE FOOT. FUTURE CITY ROADWAY, TRACT "K". SIDE 10 FEET AND OTHER EMERGENCY SERVICES. EN GI NEE _ R REAR (3-STORY) 40 FEET i 49. ALL ON -SITE UTILITIES AS WELL AS THOSELOCATED WIIT"INTERNAL AND ADJOININGRIGHT-OF-WAYS EXCLUDING I 74. ALL REFERENCES TO TRACT "L" SHALL REFER COLLECTIVELY TO TRACTS "!'DI "L2 ' L3 La",AND Ts ALL REFERENCES TO TRACT "D",SHALL REFER COLLECTIVELY TO TRACTS !'DI" AM D2". MAXIMUM BUILDING HEIGHT 3 STORIES 35 FEET ' 16. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO, THE DECLARATION OF EASEMENTS, COVENANTS AND CROOKED CREEK DRIVE, BLUE SPRUCE DRIVE, GENEVA STREET, AND MONTGOMERY AVENUE NORTH OF THE PUD'S ALL REFERENCES TO TRACE "G",SHALL REFER COLLECTIVELY TO TRACTS "Gill AND "G2". _�'_ ' I RESTRICTIONS, ASSOCIATION DOCUMENTS, DEEDS CONVEYINGPROPERTY TO A HOMEO NORTH BOUNDARY SHALL BE PLACED BELOW GROUND. ALL REFERENCES TO TRACT "II", SHALL REFER COLLECTIVELY TO TRACTS "HI" AND "H2". PROJECTED SCHOOL AGE POPULATION (0.25 STUDENTSMNIT) 45 STUDENTS > AND . . WNER SASSOCIATIONOR µ "7�OAM 4 MAXIMUM IMPERVIOUS AREA 70%LOT ' PROPERTY OWNER'SASSOCIATION,SHALLBEAPPROVEDBYTHECITYPRIORTOPLATAPPROVALANDSHALLCOMPLY 75. WTTHINTRACT A, THE SOUTHERN BOUNDARY OF LOTSITHRU7SHALLBECONSIDEREDTHEFRONTSIDE. THE RONALD HENS N II, P.E., FL REG. 34836 ° I i ACCESS RIGHTS FORLOTSITIRtU7TOGENEVASTREETSHALLBEDEDICATEDTOTHECIT'Y.THEACCESSRIGHTSFOR MAXIMUM BUILDING COVERAGE 40 /° LOT 1 WITH ALL ORDINANCES OF THE CITY IN EFFECT AT THE TIME OF RECORDING OF ANY SUCH INSTRUMENT. 50. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION SHALL BE CONVEYED LOTS 1 AND 28 TO CALIFORNIAAVENUE SHALL BE DEDICATEDTO THE CITY. wITIHNTRACT "B", TITE ACCESS RIGHTS DESIGN DRAFT CHECK a TO THE HOMEOWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLAITING. i FOR LOT 58 TO BLUE SPRUCE DRIVE SHALL BE DEDICATED TO THE CITY. RM H D- C. COMMERCIAL AREA: 17. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE I SG PROJECT,SHALLBEPROMPTLYREPAIREDBYTHEDEVELOPERTOTHEAPPLICABLEGOVE 51. THEDEVELOPERSHALLDEDICATEANDCONVEYTOTHECITYTRACTS"O"AND"N" CONSERVATIONAREAS WITHIN ! 76• A IW UTILITY EASEMENT SHALLBE PROVIDEDALONGTHESTATE ROADSOFRONTAGE OFTHE OCOEE COMMONS PUD EQUIVALENT CITY ZONING C-2, CO�TY COMMERCIAL DISTRICT ; GOVERNMENT . . I PROPERTY BY THE DEVELOPER THE DEVELOPER AGREES TO RECORD SEPARATE ELECTRIC POWER DEMENTS GROSS AREA 11.90 ACRES ? DEVELOPER'S SOLE COST AND EXPENSE. SIXTY (60) DAYS OF A REQUEST FOR THE SAME BY THE CITY BUT IN NO EVENT PRIOR TO THE FIRST PLAT TO BE I WTIHINTREPUDASNECESSARYTOFACILITATETHEABANDONMENTANDREMOVALOFMaSTTNGOVERMUDPOWER PROJECT NO. FLOOR AREA 1 FLOOR BUILDING AREA 110 0001. SUBMITTED FOR THE PROPERTY AND IN NO EVENT LATER THAN TRACT "L" BEIN DEDICATED OR CONVEYED TO THE I LINES ALONG THAT FRONTAGE. THE NEW POWER EASEMENTS WILL BE DEDICATED TO THE SERVICE PROVIDER, 01054 GROSS (. „IN ) + SF I n �� �� �� PROGRESS ENERGY, INC, AND WILL BE DESIGNED TO CONTAIN UNDERGROUND ELECTRIC SERVICE TO PUD TRACTS FLOORAREARATIO AR -1ST FLOOR ONLY 21.2% 18. AMASTERASSOCIATIONORONEORMOREHOMEOWNER'SASSOCiATIONSORPROPERTYOWIVERSASSOCIATIONSWILL CITY. TRACTS N AND O SHALL CONTAIN ALL WETLAND AREAS AND ALL OTHER AREAS BELOW THE 100-YEAR ANDTHEWESTORANGEPROFESSIONALCENTERTIiEWESTORANGEPROFESSIONALCENfERSHALLBERESPONSHiLE FLOOD ELEVATION, AS WELL AS THE 2S-FOOT UPLAND BUFFER AREA ADJOINING THE SAME. NO BACKFILLING OR FOR PAYMENT OF THEIR PRO-RATA SHARE OF COSTS CHARGED BY PROGRESS ENERGY, INC. TO UPGRADE ELECTRIC DATE GROSS FLOOR AREA (BUILDING AREA ALL FLOORS) 131,500 SF BE CREATED FOR MAINTENANCE AND MANAGEMENT OF ALL COMMON AREAS AND FACILITIES, UNLESS OTHERWISE SERVICE FROM OVERHEAD TO UNDERGROUND FACILITIES. O C TO B E R 2 0 0 NOTED AND SHALL COMPLY WITH ALL ORDINANCES OF THE CITY IN EFFECT AT THE TIME OF RECORDING OF ANY 1 I OTHER GRADING FOR LOTS, RETENTION PONDS, OR ROADS IS ALLOWED WITHIN THE 25' BUFFER. THE ONLY j I SUCHINSTRUMENT. CONSTRUCTIONPERMITTEDWITHINTHEBUFFERISANENVIRONMENTALSWALETOCOLLECTSTORMWATERRUNOFF I 77. THEDEVELOPERAGREESTOCONSTRUCrARIGHTIN-RIGHTOUTDRIVEWAYANDRIGHTTURNLANEIMPROVEMENTS , ATSTATEROAD 50CONCURRENT WITH THE DEVELOPMENTOFTRACI"Q".DEVELOPERAIBOAGREESTOCONSTRUCT SCALE NONE I FROM SLOPES. 1 A RIGHT IN ONLY DRIVEWAY AND RIGHT TURN LANE IMPROVEMENTS CONCURRENT WITH THE DEVELOPMENT OF EITHERTRACT "D1", "D2", ORTRACT "Q". DRIVEWAY LOCATIONS SMALL BE CONSISTENT WITH THE ACCESS POINTS 19. COPY OF THE MASTER SUBDIVISION PLAN SHALL BE AVAILABLE FOR REVIEW BY PROSPECTIVE BUYERS IN ALL I AS DELINEATED ON THE PUD LAND USE PLAN SUBJECT TOFDOTAPPROVALANDALLWORKWITHINTHESTATEROAD RESIDENTIAL SALES OFFICES. s 50 RIGHT-OF-WAY SHALL COMPLY WITH FDOT SPECIFICATIONS AND PERMIT REQUIREMENTS. SHEET I 2OF19 I . . . �:*8 - I ONIIIIIIIIIIII I M ­ 1 �,Ill _FMATCH LINE A I MATCH LINE A - � . z LE 1_ . 11 1::w ______________ _______ 0 Z;!-. V, r- I I 'e.1.1 I 11 - 1 M BANK � ­11.11 _\ I �, .-'�' I �.., .1 - . to "I — i " if i \ ,�, "I ,.11e "I I,/ * I` %. 11 :11 "I I I,, — . _. �,.. " 1,,2 - ,,, , ". "I ;, %� I . (�_, \, �,;�,-, '�.'_�., 13C — BACK OF CURB . " ." ., 'e, ,/ ; - ,. - 1; I I"', -, �'. �,­ . ..... ­. ­­-.1-11 ... ... • __-.1­_1__ ,F., ", " " " "" \ "' 1. - I a � -1 I - --�,� Arr - - " � e� - ,,, I. 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I - � . 1,11 11 �"1.7�74� r'2_ 7, 752 - 122i;� 1 . �;, - Aft i - .1 111 - EXIST. CURB INLfi'��-" . I � 127LU 1 _1� 1. 71w ' - — —_ — - — � I...., � I ; ". I , 'CURB - : �% I ,E,,�- f, 1, \ I � __9 TOP = 127.65' 19277$� � - c_j4_ �-\_ - ,� . 5'CW '��­_ t7- 7XIST. E-S - _Z1.,! , _,; . , I ­ : yv,,�. ." �-�y:�-� I-- = 124.02' 1 i�7 ; INV = 123.82' --;." 5 CW IIZ._!JM� SW INV c - ... 12r,,51'1 , & GUTTER . �, � ; 1 ��, , �� - , � .. , , %", EXIST. CURB INLET . SIGN I ,., . ,`I�..11- zl�, . ���qrj?/') _D .. I ,�. , . . 1-1 � TOP = 125.18' . � . � E INV = 119.77' - RCP) . " I- -0 rn - -_ -1 W INV = 1 9.81 (18- RCP) I I -0 4 EXIST. STORM Vf _�-� I ,z r I VALMAR - "i .. "" 11 - .1 _jc� L�/ 2_2 - . - - C0102VIAL -DRIVE) 150" RIX 1 ,(24 . T'L-i I �,_ I -, ..11 Lp - ��85 8 Q ( TOP = 126.97' �`I) ,�, I �i,�", I I 1�.,,, � ..... . c �. -1 I + i , �I�� 1� �, I , I � i I .. . NE INV = 122.60's n -2 . - I ­;-, rn ,z �a , ­�7.3, �z "" - 13N " . " Ri .,.r - , 13� N I. - I I , I i 111411 . I , IIII Nr " - , .,,� 1, 111 2 0 0 W , < F— 1 ( D Ljj 0 Z UJ :r 0 V) �— x I LLJ W Ld Lij 0 V) w I 0- — - — Ill 40 0) � (D C; C .S ID +_ N -V ...I ;L- C'4 -9; _C O.......4 E'! - a) a) L t 0 a) a- E @) z 0- Z) .0poftl _,_ c: C 0 2 , a) .2 �— Lo �­, 0) c: .N W N .0 (=� .0 6 __c 0!� (y) ql� v > -�- c: D 'r-4 unal uj < t n ) .r En �6 � a) Z < Q!f 70 I 78 0 -I (a.l . c 0 = E;-' I ( 3 :E " 0 :E a) (1) () LL_ 1 ILL 4I& V=MMI]M4 .C- 0 J-_ C) or'D Lu w c O0U) C) 0) (N C - I 4- 5 75 < �_ (D P�l CD __) ,-O -7 = c 0 0 (n(n m 0 5� 0 LL. u -p I e cl) r" EL r11 40 -PIM-=9I L� � 0 C? CZ007) c: -2 .C- 0 cl) cy) Aomomwl 0 C) ca FZ1 0 �-IIIIIIIIIIIIIIIIIIIIIIII4 F- 0 70 - - :� ID .c 1 6 ;tz- 0 0 c65I - -7, - AZ - n ENGINEER �1,::�v �, I - 40304 /� .w — , .— RONALD HENSON 11 PE, FL. REG. N0-74836 DESIGN DRAFT CHECK RMH DSG --- - PROJECT NO. I 01 054-CLEARING DATE (DCTOBER, 2001 SCALE 1 1� - 6 O' SHEET 3A OF 19 W \ 89' 18'55" E o 434.36' PLAT MATCH LINE B MATCH LINE B ►� • .rAli NOTES: 1. CONTRACTOR TO INSTALL TEMPORARY 5' HIGH CHAIN LINK FENCE OR POST & RAIL FENCE AROUND TRACTS "N" AND "0" PRIOR TO BEGINNING CLEARING OR ANY OTHER FORMS OF CONSTRUCTION ONSITE. FENCE TO BE MAINTAINED THROUGHOUT CONSTRUCTION AND REMOVED AFTER ALL CONSTRUCTION HAS BEEN COMPLETED. NO STORAGE, STOCK PILES OR MOVEMENT OF EQUIPMENT AND MATERIAL SHALL OCCUR WITHIN THESE TRACTS. 2. INSTALL SILT FENCE AFTER THE TEMPORARY FENCING IN INSTALLED. SILT FENCE TO BE ON THE UPLAND SIDE OF THE FENCING TO ALLOW MAINTAINENCE. 3. DURING REMOVAL AND SUBSEQUENT CONSTRUCTION OF THE CULVERT UNDER MONTGOMERY AVENUE EXTENSION, TURBIDITY CURTAINS SHALL BE USED WITHIN THE EXISTING CREEK AREA MAINTAIN THROUGHOUT CONSTRUCTION & REMOVE AFTER ALL CONSTRUCTION IS COMPLETE AND APPROVED BY CITY, SJRWMD AND THE ENGINEER. 4. CONTRACTOR TO MAINTAIN THE EXISTING CREEK'S FLOW THROUGHOUT CONSTRUCTION. 5. EXISTING TREES MARKED TO BE PRESERVED SHALL BE BARRICADED AND PRESERVED THROUGHTOUT CONSTRUCTION. Optional Post Positions 200+ Principle Post Position (Canted 20 Toward Flow) 0 U) � a� I I n Filter Fabric Silt Flow Wood 2 1 /2" Min. D. f' Wood 2" x 4" Oak 1 1 /2" x 1 1 /2" SECTION Steel 1.33 Lbs/Ft. Min. R' AA n Y TYPE III SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS c:i+„r Fabric ( In formance with . 985 FDOT Spec.) SILT_ F LO\- ::.- _ FENCE M - oo ..:...l.t.:::.:-.:•.;::.-.: :.-.:•:. :{ +:.- TYPE I SILT N:::.._:... :...,.....:.....:::: :_::::::::::_::::__::::__ NOTE: �� LJ LJ SPACING FOR TYPE III FENCE TO BE IN ELEVATION ACCORDANCE WITH CHART I, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE TYPE III SILT FENCE STRUCTURES SHEET 2 OF 3. Note: Silt Fence to be paid for under the contract unit price for staked Silt Fence ( LF ). EROSION CONTROL DETAIL (FDOT INDEX #102) EROSION AND SEDIMENT CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 6. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 7. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVEL- OPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 8. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. f 0 P. x , 0 • LEGEND BB - BOTTOM OF BANK BC - BACK OF CURB SM - BENCHMARK BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURE d - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL C/) CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE W W - CENTERLINE.' CM - CONCRETE MONUMENT :2 :2 f LJ_ CMP - CORRUGATED METAL PIPE 00 11+� Co -CLEAN our z 000 !I O - < CONC - CONCRETE COVD - COVERED E- I- CP - CONCRETE PAD U U W CW -CONCRETE WALKWAY DE - DRAINAGE EASEMENT W W ; D&M - DEED/DESC & MEASURED =51. DESC - DESCRIPTION' - °P - DUMPSTER ❑ ❑ „ I Cf� DW - DRIVEWAY W W - ELECTRIC METER 5; w .vrJ EB - ELECTRICAL BOX W W ESMT - EASEMENT E/P - EDGE OF PAVEMENT FFE - FINISHED FLOOR ELEV. H - FIRE HYDRANT d' L - FLOW LINE FND - FOUND N .,.( -G- - GAS LINE N O 1 � - GAS METER \ t _ L I FJ ?- - GUY WIRE ANCHOR - HANDICAP PARKING HCR - HANDICAP RAMP INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD �. CL - ARC LENGTH LP - LIGHT POLE LSA - LANDSCAPED AREA CO MEAS - MEASURED �{ - MITERED END SECTION I O - MANHOLE Q - MONITORING WELL [�. N&D - NAIL & DISK 0 OLE - ON LINE' - OVERHEAD ELECTRIC Li - CIO ORB - OFFICIAL RECORDS BOOK ❑ (P) - PLAT rr PC - POINT OF CURVATURE Q 11: PEP - PER ENGINEERING PLANS W I �t PI -POINT OF INTERSECTION W '4 POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PP - POWER POLE PS - PARKING SPACES PT POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONC. PIPE L o R/W - RIGHT OF WAY SAN - SANITARY LINE SN - SIGN 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE STMH - STORM MANHOLE z ❑ - STORM INLET Q TO - TOP OF BANK TP - TRAFFIC POLE -I - TRAFFIC SIGN TR -TELEPHONE RISER C1. TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER O TYP - TYPICAL z Q) UE - UTILITY EASEMENT - UNTL - UNDERGROUND TELEPHONE -W- - WATER LINE WF - WOOD FENCE Q -0- - WATER METER W ►a - WATER VALVE J U o W - o BLACKWELL AVENUE EXISTING RIGHT-OF-WAY GEOMETRY z Q.) CURVE CHART LINE CHART 4 CENTRAL ARC CHORD CHORD NO. ANGLE RADIUS LENGTH TANGENT BEARING DISTANCE z o , „ C1 53°57 15 , 275.00 , , 258,96 139.98 , S 30°06 38 „ E 249.50, L1 S , „ 86°51 59 W 150.00, C2 32°30'38" 246.00' 139.58' 71 .73' S 40°49'57" E 137.72' L2 S 03°08'01 " E 41.14' ~ „ C3 21 °26 38 , „ , 246.00 , 92.07 46.58 , , S 13°51 20 „ E 91 .53 L3 S „ 86°51 59 W 93.09 V) C4 90°00 00 25.00 39.27 25.00 , S 41°51 59 „ , W 35.36 L4 N , „ , 86°51 59 E 94.00 X C5 90°00'00" '01 " 25.00' 39.27' 25.00' S 48°08'01 " E 35.36' L5 S 03°08'01 " E 150.33' W C6 90° 1 1 25.00' 39.35' 25.08' S 45°27' 16" W 35.41 ' L6 N 45°02'42" E 30.00' C7 23° 14 58 318.00 129.04 65.42 N 45°27'47 W 128.15' L7 N 46°52 21 W 33.29 C8 1 1 *07'00" 318.00' 61.70' 30.95' N 39°23'48" W 61 .60' L8 S 44°30' 16" W 30.60' TREE CHART 1 194 - 4-8" GUM 1 144 - 14" CHERRY 1284 - 24" PINE -C 1 195 - 4-12" OAK 1 145 - 2-12" GUM 1285 - 24" PINE L- am o 1022 - 3-20" OAK 1091 - 14" OAK 1196 - 8=8" CHERRY 1146 - 10" OAK 1287 - 18" PINE 1027 - 2-30" OAK 1092 - 24" OAK A 1 198 - 2-12" OAK 1 147 - 10" OAK 1288 - 15" OAK a 1028 - 2-12" GUM 1093 - 12" OAK 1 199 - 5-8" WILLOW 1 148 - 12" WILLOW 1289 - 12" OAK � c O o 1029 - 8" OAK 1095 - 4-8" OAK • 1200 - 7-8" WILLOW 1 149 - 8" WILLOW 1290 - 12" OAK o t-- LO 0) 1033 - 10--8" WILLOW 1096 - 20" OAK 1201 - 16" OAK 1150 - 6-8" WILLOW 1298 - 2-,10" WILLOW � a w N 1034 - 5-8" OAK 1097 - 2-10" WILLOW 1202 - 8" WILLOW 1 151 - 3-10" WILLOW 1299 - 10 GUM o o CL' CO 1035 - 2-,10" WILLOW 1098 - 2-,20" OAKS 1205 - 14" GUM 1152 - 2-8" WILLOW 1304 - 6-8" WILLOW 1036 - 12„ WILLOW 1099 - 16 OAK 1206 - 8 WILLOW 1153 - 5-8"„WILLOW 1305 - 3-20" OAK 1037 - 12 WILLOW 1 100 - 2-18 OAKS 1207 - 4-12 WILLOW 1 154 - 2-12 WILLOW 1306 - 2-10" OAK , o z 1038 - 14" WILLOW 1 101 - 12" OAK 1208 - 3-14" OAK 1 155 - 14" WILLOW 1307 - 12" OAK 1039 - 48" OAK 1 102 - 30" OAK 1209 - 16" OAK 1156 - 2„ 10" WILLOW 1309 - 12" WILLOW � a 1040 - 14 OAK 1 103 - 12 OAK 1210 - 3-14 GUM 1157 - 8 GUM 1310 - 30 OAK (� U_ = 1041 - 54" OAK 1104 - 4-24" OAKS 1212 - 12" GUM 1158 - 8" GUM 1312 - 2-8" WILLOW � U 1042 - 14" OAK 1105 - 30" TREE 1213 - 12" GUM 1159 - 5-10" WILLOW 1313 - 2-8 WILLOW = Q 00 1043 - 10" OAK 1 106 - 21 " OAK 1214 - 10" OAK 1 160 - 10" OAK aD ::D 0 0 1044 - 8" OAK 1 107 - 12" OAK 1215 - 2-14" GUM 1217 - 14" OAK Lu � 00 1046 - 15" OAK 1 108 - 50" OAK 1 1 10 - 3-10" WILLOW 1218 - 2-10" OAK 0 6) cn N 1049 - 1050 36" OAK 1109 - 2-,8" OAK 1111 - 8" OAK 1219 - 18" OAK 4- W Q 0 - 24' OAK „ 1110 - 30 OAK 1112 - 8" CHERRY 1220 - 2-8" OAK N C N 1051 - 24 OAK 1161 - 8 OAK 1113 - 2-8 WILLOW 1221 - ,� 12 OAK C: o �O z x 1052 - 24" OAK 1 162 - 4-12" WILLOW 1 1 14 - 10" OAK 1222 - 10" OAK o cn U 0 a 1053 - 26" OAK 1 164 - 12" OAK 1 1 15 - 10" OAK 1225 - 2-14" WILLOW o J co 1058 - 30" OAK 1 165 - 4-10" WILLOW 1 1 16 - 2-8" OAK 1226 - 2-8" WILLOW 1059 - 70" OAK 1 166 - 12,CHERRY 1 1 17 - 2-12��OAK 1227 - 4-8 WILLOW 0 1065 - 3-10" GUM 1 167 - 3-8" WILLOW 1118 - 4-8" WILLOW 1241 - 8" OAK 1066 - 36" OAK 1168 - 14" WILLOW 1119 - 10" WILLOW 1244 - 24" PINE o r: 1067 - 12" OAK 1169 - 2-12" CHERRY 1120 - 2-8" OAK 1245 - 12" OAK o a° 't 1068 - 10" GUM 1170 - 10" CHERRY 1 121 - 3-8" WILLOW 1246 - 10" OAK 1069 - 4-8" WILLOW 1171 - 3-�8" CHERRY 1122 - 4-,8" WILLOW 1247 - 12" OAK 0-0 1070 - 6-8 WILLOW 1 172 - 10 OAK 1 123 - 10 WILLOW 1248 - 2-12 GUM 0 1071 - 3-15" OAK 1 173 - 4-12"' WILLOW 1 124 - 12" OAK 1249 - 24" OAK o 1072 - 1073 - 26" OAK 26" OAK 1 174 1 175 - 2-12" CHERRY - 2-8" WILLOW 1 125 - 1 126 - 10" WILLOW 4-10" WILLOW 1252 - 1253 - 4-8" WILLOW 6-8" WILLOW ENGINEER 1075 - 3-12" GUM „ 1 177 - 2-10"' WILLOW 1 127 - 12" OAK 1254 - 12" OAK VAR 4 Z W4 i 076 - 4-12 OAK 1 178 „ - 3-20 OAK 1 128 - „ 4-8 WILLOW 1255 - » 4-8 WILLOW I .. 1077 - 61" OAK 1179 - 2-8" OAK 1 129 - 8" WILLOW 1256 - 10" OAK RONALD H SON II ,PE, FL. REG. NO.34836 1078 - 36" OAK 1180 - 4-12" WILLOW 1130 - 8" OAK 1257 - 3-10" OAK DESIGN DRAFT ';HECK 1079 - 18" OAK » 1181 - 16" ELM 1131 - 7-8" WILLOW 1260 - 10" OAK RMH i?SG 1080 - 2-10 WILLOW 1182 - 3-8 CHERRY 1 133 - . 10, WILLOW 1261 - 3-12 OAK �- 1081 - 2-8" WILLOW 1183 - 12" OAK 1134 - 3-8" WILLOW 1262 - 24-" OAK PROJECT NO. 1082 - 12" WILLOW 1185 - 2-10" OAK 1135 - 2-8" OAK 1274 - 8" OAK 01054-CLEARING 1084 12 OAK 1 186 - 6-8" WILLOW 1 136 - 2-10" WILLOW 1275 - 4-8" WILLOW DAT FOCIOBER - 1085 - „ 8 OAK 1187 - 2-8" WILLOW 1137 - 3-8" •WIL'LOW 1277 - 8" OAK _ 200� 1188 - 12" WILLOW 1138 - 8" WILLOW 1278 - 12" GUM 1086 - 1087 - 12" OAK 2-12" OAK 1 189 1 190 - 8" OAK - 7-10" WILLOW 1 139 - 1 140 - 2-10" OAK 8" WILLOW 1279 - 1280 - 22" PALM 24" OAK SCALE ,� „ 6 0, 1088 - 5-8" WILLOW 1191 - 10" OAK 1141 - 12" WILLOW 1281 - 24" OAK _ 1089 - 1090 - 18" OAK 2-14" OAKS 1192 1 193 - 15" OAK - 2-14" CHERRY 1142 - 1 143 - 18" WILLOW 12" WILLOW 1282 - 1283 - 8" OAK 3-10" OAK SHEET pp 3 B OF 19 0, J'� . . r ti'7-1 4< � � �'* Cl � LIFO DTI_t OR/ ®l' 14 9 � �,._ m d n ,4�`r14� 1 ' , %. �n 1 k`� rr xf T DIRT ROAD y ®" C� 0 } F Lv _, ,.. r I S %i�`w �wwa- i� I I- o J� '1 i 33®11 '34" I- �n: ",r, , , w ' ry° 1275 m 30 • 1 D�c1V1 3 f„»�wK.�Y, 7111.Z !S yr t' ` `� /7 cl.z lid 4'CW I ;�i' _) pCURB 1 t, - ; ` r`' GUTTER (TIYQra ;r. � ' ASPHALT I 1. >: � C�� !;:r ti _ I O`,-ty �/ $j Lv i V�;1 ti ;�1 ti I owZ=� I t — £,0 � y' a i F .., '� I _,......__. ,.,.r,_,» � t a , 274 •..... i I,_�•_z €' ^ , ;.,.r4 C „F 1 r �s il� c,;q . $ 1 ,?. „ Yi F „i 1��! ,I _ iY r Q1 -M1'r , ,I. i - i 1 ~ F _ i I ill ". -- I ,� , �F I„ i ;,-P 4 9 1.+ �� 0) �,O ',) � t-N, � �.d ~ ,� -�ig . ® . � titi �'e lb DNzz� �j , Q� o Z� ;! -, p • '>' �) � y-AD y O O: I ��- ,�r-_ �- .\v � n �I zi . : Ro 4, \,4e—. t � .L� '.) ��tn ( '•'f+ „ { ;, ' s F f. , #�: " ,,J�,,,- #{" r. i z,',` :'i #_i{ -7 >s -� x _t l Z:� t� t�z -1 . 6 4 9 a�a11 . � 41 i t I i­_ 11 _. 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COVD - COVERED CONCRETE (n F-- Fes- `� cr CP - CONCRETE PAD > U U I� __ j � CW - CONCRETE WALKWAY L' 1 t� -m - DE - DRAINAGE EASEMENT Of ` � � = _ � f'-•• D&M -DEED/DESC &MEASURED a a y �" �R, �- {fir DESC -DESCRIPTION >v- , �, �a _ R �P DUMPST ER C� � �I W W OW DRIVEWAY � � - •-; ;: r� (�; � - ELECTRIC METER f ! EB - ELECTRICAL BOX W W ;_ . ,',_ � o'-_. ESMT - EASEMENT ry x E/P - EDGE OF PAVEMENT FFE - FINISHED FLOOR ELEV. �H - FIRE HYDRANT d- L - FLOW LINE Z � o FND - FO UND r- 3 N D n -G- -GAS LINE N Q `� � - GAS METER �� �- - GUY WIRE ANCHOR ('% I ' � I � . _ _ G,, HANDICAP PARKING � �. ,� NCR - HANDICAP RAMPill 11 INV - INVERT ELEVATION 0j IP - IRON PIPE `)l 0) IR - IRON ROD [, �. �L - ARC LENGTH T ., Lq LP - LIGHT POLE I � N I'll N LSA - LANDSCAPED AREA "CI(� MEAS - MEASURED � FZEEI - MITERED END SECTION O - MANHOLE '�'�•1 � 0 �I &D - NAIL MONITORING & DISK WELL 0 � �s t C,o OL E - OVERHEAD ERHID ELECTRIC L _ Tlb a 'Y "� ORB - OFFICIAL RECORDS BOOK d � �„ „� 1110 (P) - PLAT PC -POINT OF CURVATURE Q � o PEP - PER ENGINEERING PLANS a- Q) Q PI - POINT OF INTERSECTION L i I POB - POINT OF BEGINNING d A., �. POC - POINT OF COMMENCEMENT �� PP - POWER POLE N �I „1 ` � s PS -PARKING SPACES 'o,l (.� PT - POINT OF TANGENCY E - N r PVC -PLASTIC PIPE '(`n_' "�t 'Cl"�d RCP - REINFORRVE D RADIUS CONC. PIPE � " � O R/W - RIGHT OF WAY � !� SAN -SANITARY LINE ('_'��i SN - SIGN 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE STMH - STORM MANHOLE Z ❑ - STORM INLET `� TB - TOP OF BANK TP - TRAFFIC POLE —1 - TRAFFIC SIGN n TR -TELEPHONE RISER (`� .s TSB - TRAFFIC SIGNAL BOX1.0 °`�y TV - CABLE TV RISER U d TYP - TYPICAL z UE - UTILITY EASEMENT _ UNTL - UNDERGROUND TELEPHONE r/ -W- - WATER LINE Cmw) 44 WF - WOOD FENCE Q ::i_� -9- - WATER METER Li -►t - WATER VALVE U C;6 ::� C) C) � �/) n - :3 o_ � CNz � o � U (Z) 44 z_ X 1 LLJ ® 0) c C N Y C�1 L _o0- E N CL � � C) 2 •9 F_ LC) 0) a W � U C N W N Z O W M a) h- C LL I N— I••--�� Q y 0 \ I L 70 Q.:� + U o1-1 c 1.- J � U = t L w 4 it; �� �O a v I W ^ 0 } 04 V Z c- O ,-O Z X O•, (y)o 0 U —I co + Ii � o O C C -2 co s` 0 � ^C) m I : c- il� ENGINEER Z e./ �l i�t/' nn 2Z __. MAR RONALD (> NS N Ib PE FL. REG. N0.34836 DESIGN S GN RMH DRAFT DSG 1 t CHECK E PROJECT NO. 010 4-- r 5 CLEARI ' N� DATE OC T OBER 2001 1 SCALE _ !9 1 —60:. 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HCR - HANDICAP RAMP " I -­ 1 '96� INV - INVERT ELEVATION 11 �.. � , - . �i;;`:�� "I 0 --7r - a) i I n )� ,,; '- ,� - ,� Q,­-, � ,�.,-��:;".�;..,,-e,--,,�,,�,�.�,�..'� .,,mm L,-,I,� �."., , �>,E. I'It'IE'r A- - �J,R'E &E.Ni1'EJ' CENTRE .� ;'.1 I-, - � �, I -3�i!",­'­l,'­ � I ,­' ENIP, `� -� �� �n "'. .`I-� -�? , I : I ` .* � ', " ) - HANDICAP PARKING Z� � , ,�� ,,�', V% It-% �,, . jt'� , ,, "WOOKED ey-RET,ff -f LOT 11 ,,oi;-, -. *���-',,'.!'-..."::.""*""..-,*-.,,',,", V&m � 11 ,"� .­, � I I- L. . Tim, %, I "" " ""' ­ 11 511, . i � - .. ...... , ';` ­1 - ­­'­�"`­'."" ""'' � , 11, M'.... � - ­�­­,`­ I I I ­,... - .1 1- V - . -­:.��.%-� ­1. ... I Ili I �. '� - I ...." I? .. -: ,.", In. .-P.-I. 1.1.1111, - 111-1.1-i-1.1 -2 � - - .� v ,,-, I. - l:...... C . - I "? .... ...".., ,�,-.,-- � ­11 - �ii z ...... ...... � I-- -�- I. ".. � ­1 I ,� 1P - IRON PIPE D - fi:-�. . ;,,i" t �, -, .,.. .11 �� ­1 - 11 I. 1�- . q , ... , ,1�1 -.::�:�A, .. t- �;- -T I VE — :,.''.�,.,4 - -1:::n"ei.l..�. , " ­ I ,� .*-f I :11 v2"s, -,�::", -111; � - Q�� -0 - - - -1-Ir ""': -AA, LAN , ,� " .,ll , �.-, &D C;, "�'--,­,S .R , � � " '.. , 670 ' R ffr ZONING: R1 , l: " i;,�!:j % r. , , -. , .� I 11. I ­ ..­� ii., I I - - � . , ,,;, A � "i "I (L ". I - , , R 1, L, .. 11 0 < 0 .- - �: t,: ,,, �., "`9 i - " ,�%� I,.,�I,i..�"Lfr/ex� -,es,,-- I'. -.6 ­f c -A ...."..........." n .,.A, .1 - '3��',, ,� ,:z,,-,�It:�,?ili ," 1-11, " .. i . Ll�!! - , � "" � ., - "', 6,� Z-4 .. I .L1 ., ., ., ., ., ., ., ., ., '. '. - IRON ROD / USE: SINGLE FAMILY RES. 5 ", .,- J ., R�­I^ ,:I i t P13 is, P-6;15 i26 ell," ? i ... I.�.Q? - ARC LENGTH "I 1 741 - " , PG'S '126 dk 127 ­�. IR 0 ­­ Q..:;) r, S "t � - co !� i�`111 ,.- I 1�: "* I . .: . .,_ 1 ,e , "I �! I I., �E ej ��,,:,lt, -�.-,L".,,a r- 1: ,�.,-lfi,."��'*:�,:,.�",r�'..-"�,� �",.L.".,��,�".,��,'.��,.*�-, 11 .,.'.`�, �*��,`,��,�%;��?", .."', , -..-.- "" 1� �1-1 c 0 w a , - .. "' " 's ... .... , , '� ,:I*"..,. � � ..��, " ,.o . P 1. * W r , ii*,,`,:� - I I,-,. � �A', ��,�i�'.-".ti,.,. ... %, 6 I ,-,r-4 . 1.1R.Z11�'12' S�'Amm �m,*,,: ­` - r Lr- I ::E , -­ , '. , ,,,��..-��!l ­` - , , - - - I N4��.',�.,--",I i� .."'., a) IE LL- Lu LSA 11 " I *. I-L --� A � - LANDSCAPED AREA I co - , 11. 11'.... ' '� I iCT ­ el * '�-� .�.�*,�.,;,.,.�;,-�*."*..."..- mtv! 'p-,11 1�-"$ii`�,Itl',.`,�:� " , * - MEASURED I �n,-I�, I �,� , ,,� 11'11­,.-� 'I �q NOTES: . I; <L..> a) a) MEAS m­, "E."', -- uv"il� 1* !` .5 t: - r4� - Z2 4::..Wo) () I IRENHE:­ C�N', N " P 'N .., ,�`-,: " � ' '§ 1. SEE SHEET 13 FOR DETAILS OF CROSS SECTIONS NOTED HEREON. -T r) I-, " .. _ .., .- - 00 FEEq - MITERED END SECTION , HZE", i LAII R C;,' I i �, �2c-�,,�,,,,,,,,�,;'...,��,,..,,!,-,L: f::)I�C)4 c u �, �;..." 9 - . -1 I . " Z ^." t� " V " ,/I ,�t I If, 11 . 1--­­­ * 11 _ 4w vmw--m@4 Nt . 5, ,i�:, 3ES i26 ab" 71,�.2­ -�R� , lu" I - - _ - `Ej� , . . -, �- I , I :� 2. ENVIRONMENTAL SWALES NOTED ALONG THE NORTH BOUNDARY OF TRACT "M", AND DETAILED IT%, I Fm (a - MANHOLE I'll I 111!1111 c" T 01 az) d 4� ` t c a) 5 0 '? I ai ir,�?,5 - , a) 0 Q - MONITORING WELL // I I - IN CR08S-SECTION M-M, SHEET 13, SHALL BE CONSTRUCTED DURING COMPLETION OF MASS LIJ 10 N&D - NAIL & DISK / LA.i`-(E' ."-���$*�'.-",P�l,,,",,,'f"�'�' aif-071'�,?­--' i .(/)s OHE - OVERHEAD ELECTRIC ,i , t" 05 !m­ C6, -GRADING IMPROVEMENTS. UPON COMPLETION, THE SWALES SHALL BE MAINTAINED AS COMMON .C- 04 / "",?A, 111"I3 if'z�,', f26- ,,`�� 1,2,­ i � - c" � 0 0 I , " - 11 � -4 �, , I" � 1191! i�� 0) 0) OL - ON LINE ,I -1 .411 . , 4a...) E c V) �> F�" ORB - OFFICML RECORDS BOOK / Z AREA IMPROVEMENTS BY THE HOMEOWNERS ASSOCIATION. . Lu 0 (P) - PLAT . . . . . I . . . -I-- - -�, "It - . (Z.to#p�) 3 a PC - POINT OF CURVATURE V) c: (D .. PEP - PER ENGINEERING PLANS . c .L) -7 (xD PI - POINT OF INTERSECTION 1. I 0 V) in 0 Ll , U) P06 - POINT OF BEGINNING � I 6 a) cl) POC - POINT Or COMMENCEMENT . I . 4-- I r-1 0 PP - POWER POLE . . . . " � 11-1 EL PS - PARKING SPACES . I I t::>� 4- C? PT - POINT OF TANGENCY R/W CA . . I R/W R/W CA R/W 40 w C3) 0 ce) PVC - PLASTIC PIPE RIGHT-OF-WAY WIDTH VARIES, 100' MIN. CA"--') - R - CURVE RADIUS RIGHIT-OF-WAY WIDTH VARIES, 100' MIN. I . .1 - - .s: p cy) RCP - REINFORCED CONC PIPE ---- - c: C3 Fz, R/W - RIGHT OF WAY � I . 55 - Z;WS17NC PZ,4,r&,-9 ,f,IW PROPOSED R/W DEDICATION, 45' MIN. (a..) c- 0 0 � 55'Z.r1S71N6"PMA&-d9 R4jv PROPOSED R/W DEDICATION - .0 (3 co :7� ., SAN - SANITARY LINE . � . 4 ____40- <�- --­ I - - 0 SN - SIGN il I , 1 5/8" FC ! . 5/8- FC-2 FRICITION COURSE OVERLAY (07� CL -a 4i 00.00 - SPOT ELEVATION -2 FRICITION, COURSE OVERLAY I 0- Q I -,% (D - c -SO- - STORMIDRAIN LINE . /��/ r -b- MEDIAN WIDTH .* --� I i .. -4' CONIC. TRAFFIC' SEPARATOR � - 0 STMH - STORM MANHOLE .4- . I ,L / s_: =,,- 4 27 60' RIGHT-OF-WAY I 'VARIES, SEE �LA,, ) 1 1/2" TYPE -L- t .1 " Y// 1 21 -7e'rXS',r AS,9114Z,r - 1 6. ,L 24' PROPOSED 2 5- 11 - Z;5, � � ,/ CL n - STORM INLET � S- - 1. 6 - - 5' EASM'T---� V- 2' 5' EASM'T GRASS S 11 - A - 11 11 11. 1) 61 1 -- TB - TOP OF BANK ( 11 24'-36' PROPOSED 11 V-11' 4' ASPHALTIC CONIC. 2 5' -f - TYPE S-1 ' - !.'A 'IV A R I E S. ENGINEER .� - TP - TRAFFIC POLE TRACT A . 1. -.. ,L TRACT B .33' () � ( 1 1/2 CON GRASS - - TRAFFIC SIGN ­CONC.'bRAS�' - 1 1/2" MINIMUM TYPE S-1 'bRAS�bONu. --�'//' ,L2,,. J6'1;vs,r X-Q'11xz7 . VARIES (24'-36') "I �. 0 . . 1 1/2- TYPE S-1 , ASPHALTIC CONC . TR - TELEPHONE RISER -V- S/W SOD TE ­ If-- . - 11 I /W TE ( ) " ( "7' 'S / 11.1 SOD TSB - TRAFFIC SIGNAL BOX - , 1. ( 7"' S I GRASS " I -W.'r - -- . MAR 4 2004 TV - CABLE TV RISER 4:1 27-, 1, 2% TYPEF CURB I . ( 2 4.1 z,vff. 5, (X it I ILI) TYPE A CUR6 �1 -,RAS5 - IV -- zwslt' SOD RONALD PE, FL. REG. NO. 34836 Z - � 1, I zws,r ce1mg - ctaw/vc ZXIST C/,//?6 I TYP - TYPICAL (MAX) - ,ill (MAX) awr 1 S-4y, - . SOD 1,-27-.' . 1 2% . - 27--, 1 1 2% 1 --- UE - UTILITY EASEMENT / ./27- . 2% . - �� * DESIGN DRAFT CHECK -- -, - 4. - - - . I - - - !! = - . --- . ---- : I I -.- --p-,---------- RMH DSG 11 - - ''I'll ------- - . -1 "�,�, - "'o I ' - UNTL - UNDERGROUND TELEPHONE I -V - -- ''I'll 11, -- vl_ -v ­ / - - - - - - - - - - - - - �� - -\ I -V ' -f. I -W - WATER LINE i T'L - - - - - - . � �7n r ' WF - WOOD FENCE 10" LIMEROCK BASE COMPACTED TO 98% L---- -- -- - --- � - 7 7 1 -1 � . . -0- - WATER METER MAX. DENSITY PER AASHTO T-180 V:� I � .. TYPE F ­ ----- TYPE F __ -o-+ - WATER VALVE SAW CUT & REMOVE EXISTING I �CURB . SAW CUT & REMOVE EXISTING7 CURB PROJECTNO. 12" STABILIZED SUBGRADE, COMPACTED TO 95% 1 CUR13 & ASPHALT PAVM'T . . CURB & EDGE OF PAVM'T . MAX. DENSITY PER AASHTO T-180, TOP 6" FBV 50 10" LIMEROCK BASE, COMPACTED . . 10" LIMEROCK BASE, COMPACTED - 01 054U I SHADE TREES (MIN. 2.5- DBH) SHALL BE PLANTED 50' O.C., BOTH SIDES OF R/W. I 12" STABILIZED SUBGRADE, COMPACTED To 95% ITY PER 12' STABILIZED SUBGRADE. COMPACTED TO 95% TO 98% MAX. DENSITY PER DATE . SEE LANDSCAPE PLAN FOR LOCATIONS AND INFORMATION. MAX. DENSITY PER AASHTO T-180. TOP 6" FBV 50 AASHTO T-180. . MAX. DENSITY PER AASHTO T-180, TOP 6" FBV 50 AASHTO T-180. JUNE, 2003 MONTLI-7'0MERY ROAD Typjf' AL ROAD SECTION SPOTION I -I - BLACKWOOD AVENUE Sh7r'TION H-H - BLACKWOOD AVENUE SCALE 11 NTS Va.r2 T-1 u NTS . . .. . i1f L/ NTS 1 = 1 00' . I . . SHEET 4 OF 19 205' STORAGE LANES 55' TAPER SR 50 4) 11 ny d A EIGST. WATER lw!Ajtt� 0 > Jp N EXIST. CONC_Szw_ J: X, 777, A.- K' A JIL `X LO*LZ x 8' THERMO WH TE CROSSWALK. SEE DETAIL 'A" X X x x. 4 jr P.I. STA 10+00.00 24" THERMO WHITE I� Xx>(x)l\l 50�1 t X (4- BACK STOP BAR N, OF CROSSWALK) 80'LZ L g ===x 62'LZL t7Z SEE SHE0 14 OF 19 I_0*LZL x FOR S.R. 50 I�PROVEMENTS. cn P, CURBED tIDEWALK RAMP, TYP. !o CONC. - X CD X I' RIBBON CURB 'o _u STORM STRUCTURE #32 \X x SPEED LIMIT SIGN (35 MPH) (R2 1\8* THERMO WHII X 'CROSSWALK X TYPE P-1 INLET STA. 11+86-65.0' RT. RIM EL. 125.86 (A C> N INV 120.75 (18") 10+00 SR 50 11+00 12+00 13+00 CONC. TRAFFIC SEPERATOR TYPE 1, OPTION I P.I. STA 13+54.72 EXIST. CONC-SIW - - - 7-iff-F - UUNG. TRAFFIC SEPERATOR P.I. STA 15+5&64 TYPE 1, OPTION I P.I. STA 16+05.11 rw BLACKWOOD AVENUE in ;k� > z W 'J' =1 PAVEMENT LEGEND M. EXIST. CONC. S1 0 X U < S-1 ASPHALTIC CONC u 1) as FC-2 FRICTION COURSE, __j TH 5/8 tn 0- C3 1W LIMEROCK BASE 12* STAB. Z cr) C) as -.:>Cx` Lli SUBGRADE. SEE BLACKWOOD AVENUE w z D %.X>K TYPICAL SECTION FOR INFORMATION. z . ... ... ... o Mo OR < rn ar > 5/8- FRICTION COURSE OVERLAY. cl- C I, Ld w Xx`>,C+�,, W 0.- x, 'x �X 't� N*,::: w", AFTER SWEEPING. CLEANING & REPAIRING EMSTING ASPHALT. S >- C3 5005� (J') c 'x ONE WAY SIGN Y CAI w M_ Lj_J 0- Of L.LJ La 5: LLI 0 5M w z MM, +. -.001 0 . . ... , ... \-' i . , .. 1 1, W. CONC.-. U%WALI%- 0 CONC;-SIDEWALK THEFTMO WHI.- SIOP SIGN\ CURtED-61D K RAMP, TYP. CROSSWALK (Rl-l. 3Ox3h+% 0 00 STORM STRUCTURE #33\ TURN (5NI Y STOP SIGN (RI-1, 3000) TYPE P-1 INLET (R3-5R) RIGHT TURN ONLY (R3-5R) lip x1l STA. 15+04-59.5' RT. co cr) 24" THERMO WHITE STOP BAR -8"PVC REUSE MAIN RIM EL. 119.50 DET C (4- BACK OF CROSSWALK) STRUCTURE U S INV 114.50 (18") 24* THERMO WHITE STOP BA 8"PVC WATER MAIN\ SANITARY MANHOLE HERMO WHITE TRAFFIC ARROW, TYP. (4- BACK OF CROSSWALK) kl� N INV 114.50 (18-) STA. 16+16-42' RT. cr� 0 RIM EL. 117.18 _VEATUE BLACKWOOD A . . . . . . ........ ....... . . NW INV 109.50 cr) . . . . . . . . . . . . . . . . . . . . . . . 16+00 15+00 17+00 Lu I v luv.ou kc) I -NI rL LLI w - - ------ --- - -------- CL 6 Z�l I zb. u 125.0 E-, cq rzq 0 Lo ----EXIST. GRADE 122.0 122.0 + . . .. . ..... . ..... ...... . . ..... 119.0 1 32 1 119.0 Q) 777�777_ ........ . . ..... 111110111111111111 019 0 116.0 116.0 ry ui DOUBLE 6" THERMO YELLOWj 18" THERMO YELL Ow7 n z < SCALE: p �-!_ 3 3- - ----- - - ----- ...... _24-9 L F tA HOR: 1"=30 5z It 113. 0 VERT. 1"=3' ui i 113.0 P.C. STA 20+59.25 C�j EXIST. SAN. MANHOLE AJAAIHOLE 45' EXIST. STORM MANHOLE RIM EL. 115.60 S IA S T. ND RE STRUCTION w INV 1OZ74 N INV 107.60 DOUBL E 6* THERMO YELLOW 10, JK COREBORE EXIST. MANHOLE & $r 1, ON S Y E��;-1 �v,'NG CIT i.' r STAT,, PGRADES:. c INSTALL SE SAN. SEWER 0 107. EXIST. CURB INLET '1 .4, i < .3�,p 1 110.0 QETAIL A NE SAN. SEWER 0 107.75. N.T.S. MANHOLE P.I. STA 19+63.34 V 1. EXISTING PUMPS TO BE REMOVED AND LA REGROUT FLOWLINE, EXIST. STORM 8" THERMO Wil DEPARTMENT. INSTALL NEW FLYGT WHI TE 7 ��lt v TURNED OVER TO THE CITY UTILITY n �/VW P.I. STA 18+10.07 M STA 19+09.30 X "N-< 18" IHERRO CORP. MODEL NO. HH-3152. 20 BHP. EXIS CURB INLET IN --I N X, 3 PHASE, 230V PUMPS WITH 454 I STORM STRUCTURE #56 \'KN/1"elp xxo N IMPELLER. OPERATING CONDITIONS AVftb� N SHALL BE 185 GPM 0 108 TDH. /OUTFALL CONTROL STRUCTURE Ann- Pl>< GRATE 108.80 5* RELOCATE EXIST. GUIDE RAILS AS EXIS CONC. S REQUIRED FOR NEW PUMPS. N INV 99.00 (24-) 7741- 8' THERMO IWITE 10, z x 42.8- N, 2. THE EXISTING CONTROL PANEL SHALL 13 CN BE REPLACED PER MANUFACTURERS N.T.S. f ­11 > 8"PVC REUSE AIN REQUIREMENTS TO OPERATE NEW PUMPS 16 Lo 8" rHERyo YEZLOW� & SHALL MEET ALL CITY REQUIREMENTS. 4) 0 - -4 //.L/.d 18" 7HERUO 2L A a) 'UB, VAL & PLUG Ow7 %a 0 Sl EAPS1. SAN. L'FT STATION 0 Z:c CITY STATION #311 75.5' TOP 116.00 .5. EXISTING WETWELL TOP SLAB TO BE c: c: (D INV 106.62 REPLACED. NEW TOP SHALL HAVE ACCESS (a) LD I— Lo ,-4 "PVC WATER MAIN c) BOTTOM 101.62 LLJ 'UB, VALVE OPENING AS REQUIRED BY PUMP MANF. Z !rx & PLUG + I rTRACT I Lu C'4 W/ ALUM. HATCH & LOCKING HASP. 0 Lx: co om RETENTION *: t-- 80"".."N 'E Ir E 5 V) < HIP i POND BI THERMO YELLOWIL lo Lu n Q� 110.2 -------- 4. CONTRACTOR TO MAINTAIN STATION 0 7- STORM STRUCTURE #57 kLK OPERATIONS AT ALL TIMES. THE USE DETAIL C MITERED END SECTION < 0 N f WIS. 0 �IERMO WHITE STOP BAR-___., 0,2 TO TEMPORARY PUMPS & CONTROLS N'. c cle (4- BACK 0 W/SPLASH PAD 4-- CROSSWALK) MAYBE NECESSARY. 8" THERMO *H17E� SPEED LIMIT SIG� INV. 98.00 (24-) Lu LAJ v 18" THERMO Wil 00 CY, 'r-04 .CONC.�.' / XX TE c U __­j6 ­­- ­�N, ! 1 i 5. CONTRACTOR TO RESTORE ALL DISTURBED CURBED SIDEWALK� In Q., 05.0 TRACT C 0 RAMP. TYP AREAS IN AND AROUND THE STATION. L)IAj 45- Lu CONSERVATION No 00 1 - 6" GATE VALVE STORM STRUCTURE 34 a STORM STRUCTURE_135j/ 1 - 6" STUB & PLUG "TRACT I A 6. THE CONTROL FLOATS SHALL BE SET /---100 YEAR FLOOD AREA TYPE P-2 INLET :L- = _ck t r) C) �DRY RETENTION Bl AS FOLLOWS: L) TYPE P-1 INLET ()`­ HAZARD LIMITS, STA. 18+78-59' RT. lk \ cn c: -7 5� STA. 17+51-59.5' RT. FIRE HYDRANT EL. 101.00 C 0 RIM EL. 115.33 ASSEMBLY (4- PUMPS OFF: 103.15 MSL 10' 0 U a S INV 110.45 (18") 8" THERMO IWITE U- RIM EL. 115.48 co 2 DETAIL Q S INV 110.40 (18 CURBED SIDEWALKJ BACK OF CURB) LEAD PUMP ON: 106.15 MSL N INV 110.25 RAMP. TYP. MONTGOMERY PUMP ON. 10&65 4 ' CONC. SIWBLACKWOOD AVENUE N.T.S. C? NE INV 110.25 (18") 17+00 18 00 BY DEVELOPER 19+00 20+00 HIGH LEVEL ALARM: 107. - 15 MSL PROP. G,�,!kDE 109.0 CURVEDATA -c' -2 co \ST UCTURE V C 0 (o C C-1 c 0 C) cc CD R 275.00' R = 275.00' C--LTANJ07lYT__,__R_fflM__A_ W1. 5-0--_­ . . ...... . . ... . ...... ------ SANITARY SEWER 0 A= 11-15-31- A= 19*58'51" b3 INV. 108.10 (8") = 54.04' ARC LENGTH = 95.91' ARC LENGTH c: 0 RING= SOB*45'47"E CH BEARING= S2422'57'E -C 0 EXIST. GRADE CH BEA 116.0 116.0 106.0 CH LENGTH 53.95' CH LENGTH 95.42' a- + POND UOT. KEY MAP -------- E L. !l 0. 5.00TO ENGINEER F)6qT rpAnp* u 4 Un TRACT RONALD HENSON 11, FE, FL. REC. NO.3483 113.0 TRACT DESIGN cl 113.0 103.0 CT DRAFT CHECK TRACT "13" A .......................................... . TRACT RMH bC-G. ACT V TRA� .11. PROJECT NO. TRACT -WRCP 0 0.167. A w 'F L5 TRACT V - ------- ............ 01 054PP1 77,_7 7�77,'-7- 'PHA2"T 7.7� -7 7 110.0 Z 100.0 TRACT 'A" DATE 110.0 N OCTOBER, 2001 \\,79LF-24"RCP 0 1.26% TRA X 3 _-EXIST. SAN. SEWER ST F TRACT, 01, _l______­ --- --- 1.1­11--l-.- .111-1--­ 1---1 I 1�11 . v 7- TR CT i* SCALE SAN. SEVOE 0 LIFT STATION WET WELL 30 SCALE: . . . . . . . . . . HOR: 1"=30' -------- -------- 0.88X 0 . ..... f SHEET VERT. 1 "=3' EXISf. 8 PVC SAN. SE 4- 107.0 97.0 107.0 WER MAIU 5 OF 19 113.0 110.0 107.0 104.0 CURVE DATA C-2 WHITE WHITE R = 350.00' RED A= 47'18'20" ARC LENGTH = 288.97' CH BEARING=N63'12'49"E ITE LETTERS CH LENGTH 280.84! -BLACK ARROW -BLACK ARROW STO -J b BLACK :0) N L Yj BLACK ONLY ARROW -BLACK z LETTERS rERS <C 30"x36" 30"x36" 4- uj-. L.Z-- < R3-5R 24%30" -1 'TI- cl-f R3-5L RED 0 _6 iTli "i <_ � _j "D R4-7 Cn 0 0 � 2:w C_� RIGHT TURN ONLY LE 24%24" HIGH INTENSITY > 0 0�1 ,FT TURN ONLY KEEP RIGHT SIGN uj w U., I rr C 30"00" HIGH INTENSITY M 0 01,- NTS NTS NTS STOP SIGN (Rl-l) PER MUTCD. C , /-THER�O WHITE STOP SIGN L" IC1.4 NTS a. CL 0- CL C-) 6' OR 8', SEE PLANS 0 C3 T L" w (n En 5: 5: ul w WHITE 0� w C_4T CROSSWALK STRIPING ED SPEED NTS BLACK BLACK LIMI WHITE LETTERS 0) BLACK LETTERS (/DO N 0 WHITE LETTERS 00 IWHITE r4 N ONE VAY 35 TER 2� � N RED 11­1 Co (0) 36"xl 2" 24"x30" R6-lR R2-1 SIGN (R5-1) PER MUTCD. 0 qE WA 0 "':Z11 SPEED LIMIT SIGN DO NOT ENTER SIGN LL_ NTS NTS NTS a uj x < a- 1 6,� Ld w ".4 Z) 0- 4� u) 6-, N rzq Co ko 113.0 N-ft 110.0 Q) 107.0 0 n,*" 104.0 n z to + d < fl� C4 C4 00 _01 C�d ........ . ....... + + + C4 + C4 no 0 n t^ Q) 101.0 101.0 lw 0 co LO + q) < to V) 0 to ch Lo LO -to cn w V_ En d w - < P_ d ;�w a_ w SCALE: _j LjLj a z HOR: 1"=30' z VERT. 1"=3' 0: a G_ w CL w 0- Ill 0- w 1:111: 01 in a. W w 98.00 1 98.00 n 0= . ......... STRUCTUREJ71 V 98.0 TRACT H2 CURVE DATA C-3 DOUBLE 6" 7HERMO YELLOW--7 W. . .... MITERED END SECTION SPLASH PAD Q9 � ­__l­______,____­__ R = 600.00' TRACT E ILI . .... A= 00,00,00" 7 ck Z`- STA. 35+47-80LI. 0 ;6") W-­DR-AAGE ARC LENGTH = 126.01' _ I 0Z U::� INV. 98.00 (2 ____2 , I � ` '. CH BEARING=N4534-39-E EASEMENT it k '' - CH LENGTH 125.78' 'u P.I. STA 34+69.53 /2<"POLY REUSE SERVICE 2_::� A C)8.0 STUB & PLUG STA 150+ 98.02 112.0 7 0 P.T. STA 34+00.15 20' z E 16"PVC vtu5E a) MAIN E @ n 0 DETAI B' CROSSWALK. SEE DETAIL ... . ...... L D N.T.S. Q dw� LID -(a) -LD F- Lo 0) 75 U-1 a) + M.11.1 .......... N Lu (N <=> 0 Z5 Ole Cy) F 0 -Z N 'n Z L u) 0 0) tvij-C - + < 0 Z a) STORM STRUCTURE 9 jit j < 0 ry 0 NOTE: + + Q TYPE P-2 INLET P.T. STA 37+75.21 TA 36+49. il u_ ALL TURN LANE DIMENSIONS ARE 0 STA. 37+00-23.5' LT. IV IT-. Lu RMO WHITE . I a MEASURED ALONG THE RIGHT-OF-WAY TRAFFIC ARROW, TYP. RIM EL 112.52 4" CONC. SIDEWALK C U -E co STORM STRUCTURE #40 CENTERLINE. tn t__ U) GATE VALVE TYPE P-2 INLET SE INV 107.50 (18-) BYDEVELOPER 45 ZD Q) C? S E L]u STA. 37+00-23.5' RT. + 0 -2" REUSE SERVICE SADDLE it 00 10 p m V) CF,q- STORM STRUCTUR ignM F? TYPE P-2 INLET SSNALK, SEE ., or AIL RIM EL. 112.52 46LF-18"RCJ-L 0 1.067. d NW INV 107.00 (18 STA. 34+05-23.5RT. TRACT C 0 SW INV 105.85 3 :n� RIM EL 114.95 04 6 ;, 5� -,0 SW INV 106.08 (30 NE INV 105.77 42- 0 0 Ln 10 DIMENSIONSARE OR 1". 0 U- NE INV 106.08 (300� 1 16"PVC REUSE MAIN MONTGOMERY AVENUE 12 S. F. 16 S. F. a) Ce) 2 r1l 20' DRAINAGE RIGHT TURN ARROW TO BE REVERSE a- r-1 TRACT DI 40 Von-MM4 C? 34+00 EASEMENT 35+00 36+00 37+00 38+00 39+00 NOTE: WHEN ARROW AND PAVEMENT MESSAGE ARE USED 00 ce) TOGETHER THE ARROW SHALL BE LOCATED DOWN STREAM C.On -2 I U OF THE PAVEMENT MESSAGE AND SHALL BE SEPERATED C 0 , (a..) C_ 0 r-1 0 ------ FROM THE PAVEMENT MESSAGE BY A DISTANCE OF 25' cla C) ON" --- ca-l- ­­_._l____,____ (BASE OF ARROW TO BASE OF THE MESSAGE). -9 -1.297, IL 7C) 0 C: d . . . ...... PAVEMENT ARROWS 4- 0 0 PROPOSED GRADE to -C -0.65X NTS C/) U- +o.27% _V a- 113.0 + 4- 113.01 Cb or KEY MAP ENGINEER'- 17, . ....... . ... ........ EXIST. GRADE 4 20K u IsR 11\ TRACr'O' RONALD HE ON 11 P., FL. RE'G- N­0.34836 Cn 110.0 110.0 TRACT .1. l;T TRACT '8* %T DESIGN DRAFT HECK A C. L4 'C" RMH DSG ACT V TRACT 0 0 TRAp .11. PROJECT NO. ui - VLA z C; d ui aqT TRACT V P D 01054 2 I%PRA�11T +-IGI + + - - - - - ------- . ..... H2T _j + `;;��LF-�6"RCP 0 0.08X -315LF-42"RCP 0 0.05X 107.0 TRACT "A' DATE 107.0 v 't @^ W% W% --------------------- ----------- --- ------- X - - - - - - - - - - - - TRA T JANUARY 2 03 'E ACTD2 cc� LO TRACTY ----- -------- ------ SCALE Cn US :::I F- 3 0' V_ SCALE: < v - < I HOR: 1"=30' ­­X�r :d­-, * ­ . . . ...... . .... . a:l_j 38 0__ _w SHEET inA n V17PT w Q: w i inA_ q r-, n P- i a 8"PVC REUSE MAIN ,yg, ;K E)(IST. STORM MH -x, RIM 115.22 NW INV-111166 S INV-111.27 W INV=110.88 [% 'K el 'x: u� AS,;� Zp� "PVC WATER MAIN TRACT E STORM STRUCTURE #34 STORM STRUCTURE #37 TYPE P-2 INLET CURBED SIDEWALK RAMP STA. 32+70-23.5 LT. 4' CONC. SIDEWALK RIM EL 114.48 BY DEVELOPER SE INV 106.40 (18- STRUCTURE V SW INV 106.25 (18) TA. 30+79-52'LT. NE INV 106.25 (30-) 4 B S 84LF-S"PVC SAN. 00.42% INSTALL CLEANOUT AT END STOP SIGN (Rl-l) (30"x3O") 24" THERMO WHITE STOP BAR (4' BACK OF CROSS p 114-111-17 " 04 �A77 tj% ur <- NA0 ... ... ........ . M ..... . . . . Rm, �JST. W, -18"RCP 0 0.47% EXIST. SAN. MH :.c .41. X, ..... .. ... . . RIM 115.60 N INV= 107.60 (8:) x" W INV= 107.74 kts T`YPE P-2 INLET STA. 32+70-23.5' RT. w ".4" 'ce .",c RIM EL. 114.56 NW INV 106.62 (18-) P.I. STA 30+00-00 SE INV 106.62 (18 STA 18+10.07 tettid LIMI I ZAUN k-:0 Mt kNZ ZIUMM �IVO CC rLUV DRAI GE EASEMENT STA. 32+65.60-42'RT WIDTH VARIES TRACT DI INV. 106.70 (18 8' CROSSWALK, SEE DE TAIL 1, 17� rl CURBED SIDEWALK RAMP BLACKWTV D A VE. STORM STRUCTURE #35 MONTGOMERY 30+00 31+00 32+00 33+00 00' VER11CAL CURVE 100' VERTICAL CURVE ---------- ...... PROPOSED GRADE, 0 ...... -------- ........ - ----- If + Ile) ------- 18" RCP R .-p YC 227LF -1 8"RCF! 1411_F�30-130P 0 0,12%, v 37 1 EXIST. GRADE-----,,.,,, 3: TRACT HI RETENTION AREA Al g I TRACT F TRACT A I (SINGLE FAMILY) M' 4 105 0{ }.. I (RECREATION) STORM STRUCTU #44 MITERED END SE TION •Ty i •s 1 W/ SPLASH PAD CURVE DATA C-6 R = 500.00` A= 22'22'36" ARC LENGTH = 195.27' CH BEARING=N70'43'51"W CH LENGTH = 194.03' STA. 45+61 - 8 ' LT. STORM STRUCTURE #45 4' CONC. S/W " �•On»m"'.' TYPE P-2 INLET BY DEVELOPER 16 PVC REUSE MAIN ", M -�� _, 3 .,-.-INV. EL. 10 .00 r I STA. 45+98-17.5' LT. 0 13,pRIM EL. 112.14 ., ... • . ,.. _, V.J _ _ ,..�,�,...,»,,,-� E INV 105.08 (48") ..� .' .' ."e:•...:..• . 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'a!ra n< 'aj a t�'•w ,. .,'a";>a';`a 'anyf''h "t:Y".. .J.;nR°:: % fYR�aY.nn`£?x. //��, • ,\ `r.» . ,gin a er.n . r:, :.,a'°!;� 3a` n.J ntyr: sacs is . ».3f`• '.r✓'..txa�Y::�'f'oa:�%v:o<�'>�<:<:<?'tv`'i%'?o any{'.. [a:xar r���iO�wyfV jai•' `<':�`'�rkvv acnba.. .,..r.3,:: . .ta.t. . -'�•�.t / ':3>£?F�' .<al*a'a'` A�2o4t1:n:. °aPan:^i�<%sp" Fo.YgYn :Y<s 16 PVC REUSE MAIN 113 0 80LF- 48"RCP 00.057. 3 =.0 • E STORM STRUCTURE 6 P.T. STA 47+03.38 ,k a . R, 4 n, a TYPE P-2 INLET . a_ STA. 45+98-17.5' RT. TRACT B • 0 STORM STRUCTURE #47 R T J --- RIM EL. 112.14 C __ , -,, w e�� (SINGLE FAMILY) .».MITERED END SECTION ���`�� ti �. I W INV 105.04 (48 ) , 0 ,,..._,.W/ SPLASH PAD ° r' S INV 105.04 48" 0 •`,STA• 45+59 - 85' RT. m " � t W INV 105.04 (48 INVEL10500 ) ONTGC?ME'R Y AVENUE . . . RETENTION AREA A2 45+00 ` " `46+00 47+00 48+00 116.0 113.0 I%Te� 107.0 SCALE: HOR: 1 "=30' 1 ozko VERT. 1"=3' z .3:-- .W. ......,.....,u..............r,u,.w„u,.w.»....a,..,........».,......... ..,n,..».» U Y�� 367LF- 8"R 119.0 ® EXIST. q GRADE trj,,�} 116.0 113.0 Z ® 0.09% TRACT A (SINGLE FAMILY) 110.0 F- 1< co •^ YJ SCALE: • f- "_ , r 107.0 VERT. 1"=3' a w . z 100' VERTICAL CURVE I EXIST. »� GRADE ' I PROPOSED q GRADE ---- -------------"- _ 48" 4' CON C. S /W Q O f ' d• t- N I/) N N N -J w n: w a- w 55LF-6"PVC REUSE MAIN STUB & PLUG - CURBED SIDEWALK RAMP O' nDr�CClA/A l I/ TVD - MONTGO 50+00 100' VERTICAL CURVE! _ ----------------- + oo O Q n'oo'» . � W 10-w =a A V E'NUE 51+00 PROPOSED q GRADE i, STUB & PLUG A•P• CA. AAe 1-7l.T V. n. V b . V J. b T•. V .�. INV. 110.01 (8") 52+00 100' VERTICAL CURVE 53+00 +0.93% CURVE DATA C-7 R = 910.00' A= 16"03'10" ARC LENGTH = 254.96' CH BEARING=N13'53'34"W CH LENGTH = 254.12' C-8 R = 910.00' a= 06'25'03" ARC LENGTH = 101.93' CH BEARING=NO2'39'28"W CH LENGTH = 101.87' EX/ST/NG _ --___ i �DNT GOME'h'Y A VE-NvE VALVE & CONNECT TO EXISTING Er1Sr. 8' c.4iE VAL vE- 8" WATER MAIN. EX/ST. 2" BLOW OFF VAZ W 54+00 ._..m�...._._...._ .......... _..... .... ...... - _.:_.... ....... .---------- ,......._._..,_._w... _...-�....._.�_<_....�_._........r........ ,__ (il Z O > o Q< a o p a co to OD Q N �t � z to X E Q I- tt� W 4♦ Q coco as co.T, .......... ......_M,.,,. Z 116.0 113.0 107.0 H w M < C`< O �� -� U Z oin < ink __1 U Cl` _ 0 i w --- U °a �y uj I.L H ®� Imo' L!. 7 :.c.vu f i ^ r L�1.. IL e i ' f i ICJ w L.J D La_. r_^ 1 CL0 V I LyId li { IN, a0 ZZ tico a U I WCL o 116.0 E N WQ, 113.0 107.0 C� n .»......,_»......,,»..,»»».�...,»»....-.._..»___.,.»» ram,^ 104.0 c�d W C) Q Q) cC d- L L: E D c c Q o (D o +' W � 0 o c E- ---e c Q W ° Z70 � .0 r�LL �...�e� w U) F- Vim' rj ID 0 0 Lu � 0 0 0 i� N c W Q0 o 0 'o z X U am _ o 0 M EL r-�4 C? 0 a co c 0 O �7C3 c N � KEY MAP ENGINEER TRACT •o• RONALD HE ON II, R.E., FL REG, 34836 TRACT DESIGN DRAFT CHECK TRACT •D• Ci• A T ''G2' 4 0 _ L4 R• TRACT'C• RMH [?.so TRACT V fTRFC' „;T 7�ZAET PROJECT NO. LS 1 a IPNF TRACT "Q" 01054PP4 TRACT -A- DATE TRACT "N' OCTOBER, 2001 TRACT TRACT '01 ACT• D2 •E• TRACT T SCALE 1 Pt = 3 0' 11 1 SHEET 8 OF 19 7 CURVE DATA z P.i. STA 140+8&24 P.I. STA 143+50.W STRUCTURE #62 STORM MANHOLE C-9 S. R. 50 TRACT D2## TRACT ##Dl*# MATCH LINE G-G 0 STRUCTURE #73 STRUCTURE #58 COMMERCIAL 2"POLY REUSE SERVICE Li COMMERCIAL AE- R = 250.00, TYPE C INLET STRUCTURE P S 0*39'42" W 5.51' A= 14"45,57" 1 �_S TYPE E INL5ET STUB & PLUG ARC LENGTH 64.43' STA 140+56.9-15'Lr STA 141+1 W/ DRAINWELL 161T P.i. STA 142+17.24 S 0'39'42" W 6.25' P.R.C. STk, 144+50.70 CH BEARING=SO'9*15'48"W uo `R STRUCTURE R 4 CH LENGTH 64.25' GRATE 124.30 6"PVC: WATER MAIN uj j I GRATE 126.67 ... . .... ...... SANITARY MANHOLE -0 C-10 cf) E INV 122.67 (18") '-E INV 119.60 (1 STUB & PLUG m,�� 1 0. P.T. STA 145+19.61 j S 1'38'29" E 4.79' F IKE HYDRANT ASmtj T,. R 250.00' 6" THERMO YELLOW OUTLINE ­112.1. STA 143+62.34 �OLF-16"OVq, REqSE STRUCTURE #61 A= 15-47'33" 18"VADE CROSS HATCH $TUB & P�Lup ;1 W/ P 1. STA 142+12.45 (4: BACK OF C RB) C""'STA, 143+86.27 TY E E 0 P. INLET ARC LENGTH = 68.91' OD CL :z P 5' CONC SIDEWALI( 10, O.C. 0 45' ANGLE 0 UONC SIDE LK CH BEARING=S08'45'00"W z D NOT ENTER (R5 1) 44+85-18.5'LT 0 :5 LEFT TURN ONLY (R3-3) i t 0 0 g! 0 CL >- <c A 1 CH LENGTH 68.6 c� 0: 94, TE 91 11-11 1­._­_­__________ - ­ -_ 0 Fn z VIC REUSE MAIN 8' CROSSWALK, dRATE-J2 6 C� m - (n- Lr- < A TE LVE i "P 1 5­�,� o SEE DET INV 116.40 (15"' Qj Ld \7- 26. 0 STA 145+56.91 65�F�1184CP 0 0.26%_`_ 1T of r 4­0 0 0 .7 S1 00*30'230� W 0 -03 c 88.24' uj cr, it a. w w r,--- ui ILI- + P.1.1 140.1tog.90 ice C z 0 oc�. -'WATER MAIN uj §,7PVC w IWET TAP EXISTIJING 12" WA 'R IX ir /SEE CROSS T CONNECTIOI 6"PVC REUSE MAI T� DLE, 1 IMAIN jW/ 1p"x8ri APPI4G SAD 0 L.K*./. X DO NOT ENTER (R5-1) L) Z iVALVE, & VALV� I IOX c n DE I AIL BELOW 8"PVC WATER MAIN v, c-�Jj v P.I. STA 141+6 CURBED SIDEWALK cm,c AIL--- \x 8' CROSSWALK. SEE DETAIL JRAMP, TYP., SEE DETAIL 8' CROSSWALK. SEE DET M < 00" !35LF -1 16 PVC REJSE CURBED SIDEWALK 24" WHITE STOP BAI;(+, TUBI & PILUG (4' BACK OF CROSSWALK).. Co RAMP, TYP., SEE DETAIL . ............ PROPOSED 20' DRAINAGE STRUCTURE 72 co (0) STRUCTURE 0 EASEMENT TYP. TYPE C INLET vv/ TRAV. -RCP 01.78% W;z 4 1 .3OLr 24 --- SANITARY STU) & PL SLOT EAST SIDE & DRAINWELL Q STA 140+56.2-50*RT 6" THERMO Y]tLLOW OUTLINE STRUCTURE #66 6� GRATE 126.80 0) P I i 1 0 18* WIDEfCROSS HATCH MITERED END SECTION 1 1 W INV 122.80 (18") w,"4 O.C. 0 45- ANGLE(,-,_- ROPOSED 20' LL_ INV. 115.00 (30 DRAINAGE Cl> 59.0' gw C\2 -T1 1017 A J 10' UTILITY ESMT 0) STRUCTURE /EASEMENT TYP. 8 " ; STRI If 1 J < TYPE E INL OUTFALL CONTROL STR. if ET 12.6' /STA 142+10-73.7'RT STRUCTUR 63 a. STA. 145+11-57RT. S. R. 50 - uj TYPE E INLET I \ .... . . ........ GRATE 125.40 1 I - __­­ 1 -1 1 J, GRATE 120.50 . ..... -- - ---- CL Q., PROVIDE KNOCKOUT FOR CROSS CONNECTION NOTES �INV. 110.00 (36-) oil 18"RCP EAST INV 118.40 Q� THE REUSE WATER SYSTEM HAS BEEN TEMPORARLY CONNECTED TO THE W INV 118.40 (lb")i q. 0 POTABLE WATER SYSTEM THROUGH A CROSS CONNECTION DEVICE. N INV 118.40 (24-) 75LF-30"RCP 0 O.00V. Q co 61 N f It THE CROSS CONNECTION HAS A 6" GATE VALVE, VALVE BOX AND A L a 6" REDUCED PRESSURE BACKFLOW PREVENTER INLINE. ALLOWING WATER TO FLOW INTO THE REUSE MAIN. lb 0 cv 17.6' WHEN REUSE WATER IS AVAILABLE TO THE SITE, CONNECTIONS TO THE 1619 V) WLL BE MADE. I PROVIDED REUSE MAIN STUBS w 1 if WHEN CONNECTION IS MADE THE CROSS CONNECTION VALVES WILL BE ------ j LOW PREVENTOR REMOVED AND THE MAINS CAPPED. TPIACT *#Q . .......... ........... o0c# 0 CLOSED, THE BACK x I TRACT 0 :za Q) L 8*PVC WATER MAIN *POLY REUSE SERVICE 0 LE COMMERCIAL - - ------ - - ------ (TOWNHOMES) 1-116*4" TEE 2-8r GATE VALVE 1-6* GATE VALVE o I -8"x8" CROSS 44 1 1 J 0 z I I STRUCTURE 64 1 STRUCTURE #67 0 III, AIN TYPE E INLET L6 0 0 ry MITERED END SECTION Ji t I& AIN INV. 11.5.00 (30") f CN In X IN I MITERED END S CTION f Lo CONC C�d 5 JZ. 7. U _5j TAP 6m END CAP FOR t . ...... UTILITY EASEMENT 2"POLY REUSE SERVICE STUB & PLUG r J, < 1-8%6" TEE 1-6" GATE VALVE 1-8" GATE VALVE VALVE BOX 121,0 10LF 8"PVC STUB Ill n 1-6 REDUCED PRESSURE & PLUG BACKFLOW PREVENTER -6mx6* TEE 0 QRQSS CQNbjE!CT1QN BLOW-UP DETAIL MATCH LINE G-G 140+00 141+00 142+00 143+00 144+00 145+00 146+00 VE -100' VOR"11"(""At" CVR`,,,`E_ f50' VER'Hr' L CURV�` 8G E"KR" L CURVE mm__ 00 --- Now r . .............. - - - ------ - .. ......... n*_4 ... - - - ----------------- - . .... . ..... . .... 4- U, "-ftft. EXIST. GRADE 0, C-4 IS 127.0 ----- ------------------ tf," . 1 127.0 a) CL 0 . . ............ . . . ......... ........ Z CN 2 c: o 'o PROPOSED GRADE V I �_ 0 7, - - ---- ...... ---- ---- ---- - -, 0) (q) .2 L0 . ..... . .... E a) ON EN Lu C-4 u + 124.0 124.0 0 6 Iry a) u) < PROPOSED GRADE > 0- "d Q- 'o 8"RCP c - ----- ----- Lu ID ce 0 < u_ 121.0 cn 121.0 0 ID c U In co 40 r ........... 0 0 ...... . . .. ..... ............... . . ..... ......... .. .. .................... ... .... ...... ............... it: '? w 0 0 ---------- .... .... 18"RCP c: c: 3� 118.0 4�� CD 118.0 3: -7 r_ o -0 0 -vi co . .... .... . 0 U- K-F co W. 0 4- r_1 ---------- 7 ----- T I T I T 61 0) 0 115.0 1 115.0 co -2 ce) c: "-259LF-8 Xly 0 0 "PVC SAN, -0 Ov541%. () V - - - ----_-------- - - - . . ....... c! SCALE: R h� 7, HOR: 1"=30' 0 14� 0- z 'a VER =3 112.0 T. 1 112.0 TRACT LI E KEY MAP Nn ENGINEER TRACT P (RETENTION) TRACT D (COMMERCIAL) cpy.................. u GRASS SOD SEED MULCH ... . . ... . ................ . TRACT -0- GRASS 7- >7 SOD L RONALD E�NSON 11 PF, FL. REG. NO.34836 109.0 CHE TRACT 34' CR.Ol EMENT TRACTS' '131- AQT DESIGN DRAFT CK isl 6. 24 1 �2'.. V �2' TRACT'C" RMH DSG- ACT"X CONIC. S/W PROJECT NO. - - - - - - - - - - RB__ Z -XISI C1 F, 4d 9Z CT W 01054PP9 Y- Gu TER--,,,,, TRACT 'N" DATE PROPOSED GRADE ACCESS DRIVE PAVEMENT SECTION T1T IN \- �AIN 7 SEE GRADING PLAN 27. PROPOSED GRADE TRACT 'N" ............. OCTOBER, 2001 - - - - - - - - - - - - - - - - 174 -'!' A_I�EE GRADING PLAN 7MACT '01 ACT '132' LEGEND TYPE - - - - - - - - - 7RACT"r SCALE 1-1/2- TYPE S-3 ASPHALTIC 6" LIMEROCK BASE COMPACTED 12" STABILIZED SUBGRADE PROPOSED PAVEMENT_'�� 30 CONCRETE, MIN. MARSHALL TO 98% MODIFIED PROCTOR COMPACTED TO 98% MODIFIED SECTION Y- Y SEE PAVEMENT ACCESS DRIVE SHEET IPAVEMENT STABILITY 1.500 LBS. MAXIMUM DENSITY PER AASHTO T- 180, PROCTOR MAXIMUM DENSITY PER NTS SEC11ON THIS SHEET LBR 100 (PRIMED) AASHTO T-180. LBR 40 9 OF 191 STRUCTURE T 35LF-2"POLY REUSE M " WATER MAIN STORM STRUCTURE 9 SANITARY. MANHOLE SERVICE, STUB & PLUG t`�' 8 PVC TE M STORM MANHOLE '`G� STA. 146+21-O'LT 1-8" GATE VALVE (�� rl STA. 146+34-20.5 LT. RIM 121.20 _ " VC STUB &PLUG 8 PVC REUSE MAIN RIM 120.00 " » 22LF 8 P S S 113.00 8 6 s os.00 3 E1 FIRE HYDRANT ASMBY. ...:.::::..: " " E 113.00 8 +•I'ii6: iii u v 0 00 36 CURB) N F C R " 4 BACK 0 ( 11 2.90 8 P.C.C. TA 148+51.49 • :.'- CT D A F 11 TRACT I IT R A M S 0 0 LONG � S 6 L ai /� S t 1 / h Q- T � 0► T F PA � SOUTH EDGE 0 VM CIAL S (COMMERCIAL) 5 0 R 7 � ( 9. Z 1 �• 2 T (NO T PARAL LEL 0 C L 2' 1 ) Q ( L RAMP 4° CURBED SIDEWALK ,^ Q s {y� A y ri%11•:>i 7 ;ail: =:kv: i Q 8 1 8 x8 TEE r. •0 1_8 isyz,; GATE VALVE 0 9- 1 " .CiIr•` N 16L F 8 PVC STUB s: <, ;r;ro?S� : F`5 A^' coA . l,vis.'i <,,,. STRUCTURE 70 r STRU TUR 4.:. PLUG a-:�:> ate::,^ �3.>> ai R C. S STORM MANHOLE o S .�:I. T 12 ! vs c .a�.: STA. 148+9 -�rryv .. n .:,A<z .ili' .. :, k..' p ?F -;-___ <:<:a +:k.:: 1 �y RIM 118.80 A' „ 2\„ 1 OLY RE USE a<.: jr?;::�:.. 9 2J- ^<!: ::. •`<.0 av,::. ..,...tee, „ a+h, °>Gk T�.i.: 0. �!,<' .,:cu !:; :::: �:..y„2,: .c'..raw. ... 3 ,'t"• 12 i r .!G v,LY ?,j'y 9N r.. v: 0 & PLUG �;». SW 1 8.00 36 STUB .. , .......�. . ear ,y �w r 2 ""�+ < FT SERVICE ..:. ^ . ._. .,._...:,a,� ,. :�^ ^ .. _ ..... :`�^.- ., ..,.» ., ^^... ..,.^:.,..:.r is �y V 4 2 -y 0 2 Ipp i k P.C. STA 146+1 &04 ,® SO'23'27"W 18.04' o 1-8"x8" CROSS 3-8" GATE VALVE 20LF-8"PVC STUB & PLUG 121.0 IBM 112.0 109.0 SCALE: H OR: 1 "=30' 106.0 VERT. 1 "=3' 130+00 v.L. • 8 PVC WATER MAIN 15 UTILITY EASEMENT 147+35.61 " C REUSE MAIN ,. GATE VALVE 16 PV �16 121.0 34, CROSS 'ACCESS EASEMENT STRUCTURE S SANITARY CLEANOUT TRACT "C" 35LF-2 1/2-POLY REUSE (TOWNHOMES) SERVICE, STUB & PLUG ,-r p m p • NW 103.00 k3b La to ti Z 00 �.. cn 146+00 147+00 -0.6290 V 0'-\ TRACT "W" STRUCTURE #38 (COMMERCIAL) STORM MANHOLE EASEMENT IACE in LIMITS OF 110'R ALONG y F P T U TH GE 0 AVM M 'C SO EDGE a r� T PARALLEL � NO T0 CA) O ( y= �e 7D P T A. C.C. N 149+40 3 s -- P. T {�T A V+ • 150+13.01 C� ' DBL. 6" YELLOW STRIPE ' 2 : P.I. STA 148+99.381 6' CROSSWALK, SEE DETAIL ilElro p -0.917, cc) / j / F Q - / / / I• U ��)._,rv„rv».Mrvrvrv._,rv_,^,.Lo 218LF-36"RCP 010 39% STORM STRUCTURE #55 MITERED END SECTION w/ SPLASH PAD STA. 132+92-85' LT. INV. 105.00 �� a: STORM STRUCTURE #49 TRACT G2 & RETENTION AREA B2 e 105.0 `T•�, Tx �` ,,.,.. F rip ..................•,..._....,,,..,.,,..,,»,,,»,,,..,,..»,..:..,..,,»,»,,,.,.,.,,,rv.....,......,«,.m,.,,. rc mmW fi - ��'`°'.sr �'�;• •,� ",'•�-....,.,,,�m.��.,r»�» ....,...»....»,.R„>,»».,.,,,.�m..._,...,�.m,..�,..,.m«,.,»., >,,, _.....,.»...»,.»....»,�'€ 'I � : ,m.,.�,..m ,m ...»�,.»..�»mmR,m,.,.«.� ....,.,,.+,.,.<m.4 '� s •�� � � �w....�...m«...,.�m.,,,_»,..»...._...._»„�,,.rc,,,.�.»..»»...,.,.m,.m.,.mmgm> F `I ;�`. �.� ,».».._»,,,,,� .»m.�...._-.....-.,�..ma»».�.»»»>„»,».,,,r.,,.�. 113.0 4' CONC. SIDEWALK `R,vi%xj S TRACT 0 \" : 9 (CONSERVATION) ' •B: -LONG ..k.,. >:. ALK: ', .. • . . 6" WHITE STRIPE 46' CROSS S50'26'21 "E ACCESS EASEMENT 85.01' CURBED SIDEWALK RAMP 24" WHITE STOP BAR- "C" (4' BACK OF CROSSWALK) TRACT (TOWNHOMES) STOP SIGN (R1-1, 24"x24"; 149+00 100' VERTICAL CURVE BY DEVELOPER STORM MANUO F fin• ;� _ 14. 0S A. 31 3+84-17.5 LT. x RIM EL. 112.05L ;eOa4 / SW INV 105.50 36 o 0, P.C. STA 134+09.18 5 NW INV 105.50 36 a; ns 133 134 0- r<r apt 1 1 S ' 59 132 E 409.18 35LF - 36"RCP 0 0.50% �s5 TRACT K STORM STRUCTURE #53 J � FUTURE ROAD BY OTHERS STORM MANHOLE a STA. 133+84-17.5' RT. RIM EL. 112.24 ®, 1 - N INV V 105.68 (36") ---® 3 SW KNOCKOUT INV 105.68 (36") p s CONCRETE VALLEY GUTTER TRACT C FUTURE TRACT C CONNECTION (TOWNHOMES) 131 +00 132+00 133+00 134+00 135+00 FUTURE 100' VERTICAL CURVE , S ' EXIST. , GRADE FUTURE 100 VERTICA CURVE 114.0 -_---- -- ----0.81%\\ FUTURE ROAD t CRADE (DAS ED LINE) ••0,75 �O 5� � r� - r / / »,. . 81 p� --C �, - _-_ 2 _ ^o py tt/ -81P � `--. -iaaas s aass------------ 0.'' '. 0 75/YI 111.0 // I i f i / f \ 2 S f » ........ 108.0 x - - / / ,a r- 0 0 0 + Lo U- o ,_ I o 36"RCP I o= / i 0 a + M C)3G"RCP n o »»&w z $ O O 105.0 M € r W I M to Q o 1 ui (A 00 Q w€ � a 0 O O 0:1 Q p O Q Q I- O I- !- 1- 3 t� tt7 d• if3 W � F- I- Q i (n eat r7 tr c v c� cv „ .,, w, »».,»„» , »» , ,q ,_ .., r � U -I- c- I r s (7 a--- s =; s i I -- f S cV H a a, W a, W W a, w I E W = W d W ° d W J in .- W vt,_I 0- W 102.0 I t 1 TRACT "E" (COMMERCIAL) P.I. STA 150+ .0 98 2 STA 34+69.53 \. 24" WHITE STOP BAR 4 BACK OF CROSSWALK) W K r<n: H 6 WHITE ST RIPE S50'26 21 E 54.99, J ..:z. , s ) •-ar STA 1 1+ 5 5 3.02 1! TRAFFIC ARROW, W TYP. DBL. 6" YELLOW STRIPE E �s _ SOLE-2 PO LY REUSE �;;ya+.?! ��:':�,>•�}:a�< �•.••--- SERVICE STUB &PLUG 20' DRAINAGE EASEMENT N y>, 'r,'.•„ „ ^ r, STRUCT URE #71 �-16"PVC REUSE MAI CURBED SIDEWALK RAMP 150+00 ..._._....... 7-1 Q� a- w 136+00 iC® CURVE DATA z C-11 C-14 R=162.00' R=118.00' w A= 41'34'57" A= 23'15'02" z ARC LENGTH 117.57, n ARC LENGTH - 47.89 CH BEARING-S21'10 38 W _ f H C B H FARING.-S20'34 43 W (n Y a - CH LENGTH - 115.01 = CH LENGTH 47.5fi z F- a w U C� C 12 C 15 a �_ 0 ix cn a R = 162.00, v: R - 118.00' U.18-57'40z O A A- 195214,n W� � ... _k! ARC LENGTH _ 7 53.61 f n ' ARC f R LENGTH 4 0.92 • n ' 0 Z W y o W z U 0 W U a� _ •'ram ,r ,P _ CH BEARING S 51 2fi 57 W _ CH B - EARING SO 0 58 55 E z � w a r a_ td C H LENGTH 5 3.37 -- C _ H LENGTH 40.72 C7 W o i� 0 U to V � 1 •, _ E i G-13 C-16 f ^ V / 0 %1 om (W,J cn r, 1 ^a _ c - R 1 1 2.Oq " R 118A0 w W � w 14 3 W H 7 c� >a ,�, o - , � U � C'L ,. A - 31'05 39 H - - 35'1811 r a b z w �. , [1T ARC LE 60. 78 , n ' _ ARC LEN_ GTH 72.7 1 n - o n wLENGTH U U a E C CH BEARING S 45 22 58 W - CH BEARING S32471 fi E r � a � � W Vf �.� CH LENGTH 60.04 CH LENGTH - 71.56 � a a z - 3 ,.- dtF L in cn A ��� S5S UM w aao w w 0 co n d ` \ \ ` C k MITERED END SECTION t= «'CIO O sw ti0) 151 + 00 W rr Qi 0 0 w0i 0 0 0 .rm... to 1* o + + `` + `� n Lo 121. 0 0 Q Ld �CL W� L0 � � OSED (i GRADE ��(� (tom/-� cam°\ R F-, � `° c' `q � '``� mac{ „e.9. .�/, EXIST. �_ GRADE • > • �> f ; > > 118.0 o -\, a- aMC_)JLw aw a_W ELw m_.,, ».w , � <. ,,,.m,»_. u ,.•,m<.,m.:�»<..> , : , , + .,,.� .a. � .>..»,.m f,~ .....a.:.m,.mw.,.mu: r _r r _ _ r _ T _ r r r 3 .......................,._.,_..,...,«,.,. u..!w ._,-i «....,_..-.».,-. - I... ....,...,,,..._.. ,.,.... ...,. ILo o • uj (% EN - J J M z+ CO OLo ti M-7oom z``" _ W Q •- d- m W U) En W LL- i f 3 I2„0 I k } \.- , 112.0 � Of Wf � •,.«,.,.,,..,.>..n,v,,..,e.,..,,n,.,... rva,•.,mw,rvm,.m,�m..m«...,,,,,m„£«,....,m,.rn„rc.,vm, �n\v.\..v.,,.,....mmm«n .>....,,vr.....,v,m_nm...+>a,v,«,...,,,mmm.e.,:,.w,,,,ev...,,«m„n,n,n.n. f , <,=,-m,,,arca,,,,,,,,,,,,,,r„», m»,.�,.,,,,.,rr.�sm.,,.w.,.»,rc,.m,.{,.»,,,,,»,<u.,,.�,.,,�,a„m.,m .,r ,gym ,,.:>,,.,. ,,,..,:.,,.,,.•,n,a.,.,..,.,,,>.,> �, +. F.,.u.m,, ....,rr,mµ�,,n,m.,.,.,.,,.,r>. -" LL 109.0 036"RCP � I , f , i \ 106.0 q�d �1 103.0 Q O 4 f C I O -294LF-36"RCP 0 1.70� 100.0 C-•� . , ,,,,. ,,,. «.»,.. , ,,,,_,,,w+.•,,,m..».,,,«.w,,... ,,.. ,,rc.,...,..,,,,m„m„mw.,,.,,,«,<,..m rr,,,,,.<., ..,.,.,..,m,,.,,m,. ,M�.<�.,,+.�,mrv.� rv,..>..,,+.,..m.,,,�,m.,,•.:mm } 97.0cN L 't TRACT C TOWNHOMES TRACT D1 COMMERCIAL -CL o m EASEMENT EASEMENT D � o- LINE LINE � � C:) o CROSS ACCES EASEMENT ) o W Lo 0 (WIDTH VARIES) 1- 76 v it 6 VARIES 2p it O _ o C'72-1 CONC. S/W (24' - 36') ® > > � Q EX/ST. Cfi'.40E MIAMI CURB w Q ~ n ------ -- - --__ GUTTER EX/ST. oR,4,gE ' _w z PROPOSED GRADE SEE GRADING PLAN q 2% - - •P . EX/ST, G/'.90Z- ---------- ------..__.._ � --- 41P -r=MMNq � N � r) 0000 PROPOSED PAVEMENT�EX/STGR.40E w (D O 00 f SEE ACCESS DRIVE PAVM T c � SECTION Z- Z SCHEDULE SHEET 9 � � NTS } w Q IT ° N c o Z-o z a O tn c� 0 0 • o 114.0 0)0 C? 4„ef? C a N •O C 111.0 �"CL KEY MAP ENGINEER u x ___.•m m,_,,,....„_,_ ,____, _ ,Tm 108.0 TRACT V RONALD H SON li PE: FL. REG. N0.34836 TRACT TRACTDESIGN DRAr�T I, CHECK .�.. ? �rp TRACT W AQT TRACT 'C' -G2• RMH .DSG 4 ACT "f PROJECT NO S C TRACT a TRAC 'HI- T •F- - 5 01 054PP10 105.0 � TR„Z T �. a� TRACT •C DATEJAN U AR Y, 2003 TRACT "A' TRACT •N• �' TRACT v I E' TRACT -01' ACT -D2 SCALE TRACT -I' 1"= 30' 102.0 `� f�� SHEET 10 OF 19 BLACKWOOD AV TRACT "Dl" TRACT "P" TRANSITION FROM TYPE F1 X\ .3 CURB TO VERTICAL CURB COMMERCIAL v OVER 3% SEE QtTAIL "I M3, STRUCTURE #60 DRY RETENTION AREA STRUCTURE 62 115.0 STORM MANHOLE ........... . D gg",xg TYPE E INLET STA 153+1'8 3.2'RT . ...... 123.4� STRUCTURE 065 ui x m v I'll I X\ STA 152+16 ......... . . .......... RIM - - ------ c4N INV 115.80 (15 MITERED END SECTION IT z JQ STORM SE GRATE 121.45 VkR STUB gg'­- f "W INV 115J5 (24) W/ SPLASH PAD Lu X<e 41� STA 151+ 7 21.4 LT NW INV 115.95 (15") f, E INV 115.75 (30")/ 121.0 INV. 115.00 (30") 0 INV. 117.17 (15") SW INV 115.95 (15") . . . . . . . . I I INV 115.95 (24") CURBED SIDEWALK RAMP, TYP. 0 Z z CD __`SIRuClvRE SANITARY STUB PLUG 0 Lj c� x. J 6' CROSSWALK, SEE u-m-11% STA. 153+96-4'LT Ils 0� P.I. STA 150+00.00 1 -X.: X. INV. 115.00 (8") .. . .......... . . ........ 'g­ STRUCTUR: #64 CL TYPE E INLET __J c i PROPOPED 20 DRAINAGE STA. 144+22.6'-211.4'RT "s EtSEMENT TYP. GRATE 124.00 W INV 115.15 (30-) @ N INV 115.15 (30 STRUCTURE 63 cj/ 12 CC) TYPE E INLET X_ No -ASTRUCTURE R V� STA 154+04-6' RT 12135, 0 ME SANITARY MANHOL E 'g" TORM SEWER STUB STA 153+36- 4' T GRATE 123.50 -TRACT D2 (COMMERCIkL)_ TRACT Dl (COMMERCIAL) TRANSITION FROM TYPE F IM 123.80 S INV 115.95 (24") co 0, STA 151+94-30.5'RT. CURB TO VERTICAL CURB 117.40 v E:� SVi'INV 114.57 W INV 115.45 (30-) _CROSS ACCESS EASEMENT (WIDTH VA INV. (15") OVER 3, SEE DETAIL v �,,, Y, STOP SIGN �Rl-1, 24-x2 E INV fl,4.50 (8 E INV 115.45 (30") 24-) 2' GRASS SOD 2' GRASS SOD TRACT "0" SEED & MULCH_ / , SEED & MULCH N N r TRACT "W" .. . . 24" THERMO V"VHITE STOP N INV 11 (8 1--, i 1 20' DRAINAGE -w--PROPOSE c� oll L T 04 COMMERCIAL it- 12# 12' it co (y) ... . ..... COMMERCIAL ml . . . . . . . . . . EASEMENT TYP. ------ ------- 6R :,7 ------ ------------------- 124.C,__$TRUC_TURE_ -CaFiF V U B 0 LA_ SANITARY CLEANOUT X < > TRANSITION FROM TYPE F It /29 0) ­4 QC4 C\2 x STA 153+00-35"RT 3� CURB TO VERTICAL CURB &,4SS 6??,4d91NC Lt, RIM 124.75 PWR 3, SEE DETAIL '7� INV. 115.10 (6") P.I. STA 153+36. ROPOSED PAVEMENT SECTION X- X ui .150+00 151+00 152+00 153+00 SEEPACCESS DRIVE PAVM'T NTS SCHEDULE SHEET 9 m 0- 04 Q� --\ E, 125.0 EXIST. GRADE ------------------- 125.0 +0.75% % L Jv EXIS� _Q_RAQE___ . . ........... 4. " +­----------­­­-­- ­__ . . .... 122.0 0. ----------- 122.0 >. - --------- .......... ............. - ----- --------- 119.0 119.0 W 0 to z- AD a C14 04 Do CA ----- 0 w CD C4 + 00.2 \�"`8 LFm�WRCP­­­­- ____ 7 1%% clq + + 00.35 148LF-30"RCP 0 0.20% . ... ....... DRY RETENTION ------ POND D n (Z) 116.0 + + C3 0 + + + + C) 0 cm I I rn to 1 lLF-30"RCP - 116.0 C�d 0 0 to Lo Lo In i ul Ln to ICA to 15" CP to. to C4 00-29% co T_*__ In -ps­----A4 --<- CN 1�- wi-­ I- W) ;n CN C4 cq C4 C4 44 SCALE: cn c*4 W C4 in C4 in v in C4 in in En 4 Q) 113.0 HOR: I"=30' i -Is vERT. 1*'=3' M (L CL _­­________,_ _j 5; uj_ a. w a- i . .. ................. w IL J_ I 's Ia. 5; uj CL _j - ui CL _j R 5; bi 0- ......... - - ------ ... ........... 1 I Ld 113.0 z < r 20LF 6"PVC SAN. LATERAL 0 1.0% "g. IBIS w/ SANITARY CLEANOUT 20' DRAINAGE TURE U STRUC RIM 118.25, INV. 113.00 EASEMENT SANITARY MANHOLE 8, 3 Q) .0 "PVC WATER MAIN PROPOSED UTILITY x EASEMENT TYP. Uc E STORM MANHOLE STRUCTURE T SANITARY MANHOLE v STA. 146+21-O'LT Ilk. Lo w RIM 121.20 S 113.00 (8 W 112.90 (8-) g E 113.00 (8-) 8 VC REUSE MAIN PROPOSED UTILITY \\,STRUCTURE S 40 CN EASEMENT TYP. SANITARY CLEANOUT 120,0 E 21 STA. 146+21-40'RT. INV. 113.00 (8-) (D 20LF 6"PVC SAN. LATERAL 0 1.0% 8"PVC WATER MAIN z w/ SANITARY CLEANOUT 8"PVC REUSE MAIN TRACT "C" c: CD D 2 RIM 120.00. INV. 115.00 0.1 TOWNHOMES L,.((I) .0 1-- Lo E b Lu C-4 0) Q) -gm 0 o 0�1. > < n M TRAU I U I lz;w 4 COMMERCIAL 'o ASPf- tf' ftmmft U u- R 71 1210 c U 00 2-o, 34' CROSS -ACCESS "P" C? EASEMENT TRACT 0 0 0 00) C/ cq DRAINAGE c: < o 0 CN 0 Z .�i ... . .. . ........ . . .... 0 0 C) U- 0 cv) 0 0 m %_ a_ rl� Ill 119.0 FINISH GRADE AFTER MASS GRADING--,,\ 119.0 ce:�, 0) 0 c -2 C? ui _j . .. ........ c: 0 co C) CD 'IT --------- . ...... . ..... ..... .. . ... . . ... 0 C - - - ....... 4- v) U- 0 116.0 116.0 7 ENGINEE EXIST. GRADE KEY MAP ..... . ........ 40LF-8"PVC SAN. SEWER 0 0.40% u Y-1 8"RCP -ACT W 113.0 RONALD 4ASON 11, P.E., FL REG. 34836 DESIGN DRAFT �CHEC K 113.0 TRACT .1. CT TRACT 'Gr v T L4 TRACT 'V' RMH DSG­ ....... . ...... ACT 'J" 75HAILT PROJECT NO.". :%l 1 Vc- �316LF TRAC L5 X 01 054PP1 1 HA r 2 11 110.0 TRACT W DATE .110.0 OCTOBER, 2001 TRACT . E" TRACT TRACT 'Dr SCALE 4 1 30' SCALE: U ........... ........................ SHEET HOR: 1"=30t 69 107.0 VERT. lt#=3# 1 107.0 1 11 OF 19 f1; p=t� z' ti MASTER SUBDIVISION PLAN CROSS -SECTIONS TRACT TRACT TRACT TRACT TRACT B LINE LINE LINE LINE TRACT K SINGLE-FAMILY TRACT G - RETENTION AREA A2 TRACT 0 - CONSERVATION AREA TRACT G - RETENTION AREA 82 60' FUTURE (LOTS 58-62) GRASS SEED & MULCH, ALSO SEE MITI- ROAD R/W GRASS SEED GRASS SOD GRASS SOD GAT10N PLAN FOR PLANTING REQM'TS GRASS SOD GRASS SEED GRASS SOD SJRWMD & MULCH & MULCH VARIES, 0'-9' VARIES, UPLANDS SJRWMD 2' 15, 40' GRASS 40' 15' ±21' BUFFER MEANDERING SHOAL UPLANDS VARIES, A. 15' 40VARIES, 40' 15' - _ f2Z' BERM SEED & BERM 25' AVG.. CREEK, WIDTH VARIES BUFFER SEE PLAN ' BERM SEE PLAN BERM _�EX/ST. 61,FIWE MULCH 15' MIN. 25' MIN. - _ MIN. BERM EL. 113.0 MIN. BERM EL 113.0 ' _ - - _ _ - EL 114.0 15;1\ - _ 15.1 EL 112.0 JURISDICTIONAL T - - - _ '---' /-- WETLAND LIMITS _ DHW EL 111.92 - - EL 112.0 15-1_ _` - jl VARIES, SEE PLAN - _a-�W^111.72 - - _ 3' 7 100YR FLOOD _ _ _ _�of_ POND BOTT. EL 105.0 �l o EL 101.0 - POND BOTT. EL 105.0 SHWL 99.0 p STRIP &REMOVE ALL SURFACE °'' ~° SHADED AREA = COMPENSATING SHWL 99.0 p = ORGANICS. FILL & COMPACT TO / - E.Y/ST. EL 99.0 STORAGE VOLUME, EXCAVATION = SECTION A- A 95% MAX. DENSITY PER AASHTO a 99.0 BELOW THE 100YR FLOOD EL 101.0 NTS T-180 IN MAX. 12" LIFTS EXIST. CiFTrBOTTGIv N,4FI/ES EL 93.0E � _ J TRACT TRACT NORTH TRACT A UNE LINE PA SINGLE-FAMILY TRACT H - RETENTION AREA Al TRACT N - CONSERVATION AREA GENEVA ST. R/W TRACT A (LOTS 14-16) (UNIMPROVED) FUTURE SINGLE-FAMILY GRASS SEED GRASS SOD GRASS SOD VARIES, SEE PLAN Q _0 t SJRWMD SJRWMD GRASS GRASS SEED & MULCH & MULCH VARIES, UPLANDS UPLANDS 15' 40' GRASS 40' 15' 30' 4'4'4'4'4'4' BUFFER MEANDERING CREEK BUFFER SOD FILLED AREA BERM% SEED & BERMTj-,j 25' AVG., 25' AVG., t4' 2' MULCH 15' MIN. 15' MIN. _ - - - f2%, 15.1 BERM EL 113.0 15.1\ ---- EL 112.0 JURISDICTIONAL WETLANDS, 04 DHW EL 111.98 LIMITS VARY, SEE PLAN EL. 117.0 MIN. BERM S 5 EL 102.0 POND BOTT. EL 105.0 - I �_ _ I 100YR FLOOD - - SHWL 100.0 - _ p EL 101.0 _ _ _ p E,Y/ST. EL j/O2at - - �1 - _ - _ - STRIP & REMOVE ALL SURFACE STRIP &REMOVE ALL SURFACE-f RETENTION SWALE ' ` ` ORGANICS. FILL & COMPACT TO ORGANICS. FILL & COMPACT TO BOTT. EL 101.0 �� i� Xs EL 99.0E 95% MAX. DENSITY PER AASHTO SECTION B- B 95% MAX. DENSITY PER AASHTO ` SECTION H- H T-180 IN MAX. 12 LIFTS NTS T-180 IN MAX. 12" LIFTS EXISL CiFLEit'BOTT i, lam.-S, EL g-rat� NTS TRACT R/W R/W R/W R W NORTH TRACTTRACT N NE TRACT H MONTGOMERY AVENUE EXTENSION TRACT J MONTGOMERY AVENUE EXTENSION TRACT K HIGHLAND OF TRACT B CONSERVATION FUTURE CITY ROAD OCOEE SUBDIV. FUTURE SINGLE-FAMILY AREA GRASS SOD GRASS G ASS SEED & MULCH A. GRASS GRASS SEED & MULCH n72#,L PROP. PAVM'T, SEE PAVM'T SPECS. SOD OD SOD FILLED AREA 60' 4'24' l6" 7' 60' 7' l 6" 24' 2' 7' 4' 4' VARIES, VARIES 2' BERM EL 113.Ot1 ' ONC. TYPE p�F CURB TYPE F/�pCURB IG�pfvC, 1' SEE PLAN PLAN EL. VARIES, SEE PLAN 2%, i 2% 2,., I I �+ EX/ST. G?.40E MEDIAN TYPE A STRIP & REMOVE ALL SURFACE EX/ST. G/�AOE CURB ORGANICS. FILL & COMPACT TO STRIP & REMOVE ALL SURFACE 95% MAX. DENSITY PER AASHTO ORGANICS. FILL & COMPACT TO T-180 IN MAX. 12" LIFTS 95% MAX. DENSITY PER AASHTO SECTION C- C SECTION 1-1 T-180 IN MAX. 12" LIFTS NTS NTS EAST TRACT R/W R/W TRACT N LINE TRACT H MONTGOMERY AVENUE EXTENSION - 60' RIGHT-OF-WAY TRACT C THE HAMMOCKS P/L TRACT B CONSERVATION AREA TO BE DEDICATED TO THE CITY OF OCOEE TOWNHOMES FUTURE SINGLE-FAMILY SEE MITIGATION PLAN GRASS SOD RA S GRASS G ASS GRASS SOD FOR PLANTING REQM'TS SOD SOD SOD VARIES 2' 45' 1' 4' 5' 2' 36' 2' 5' 4' 1' VARIES, V± 0'-12') EL 119.0 CONC. CONC. SHADED AREA = COMPENSATING S/W S/W STORAGE VOLUME, EXCAVATION BERM EL 113.0f TYPE F CURB - BELOW THE 10 YR FLOOD EL 101.0 2Z • / 2% 2%,- _ _ - - - 'S� _ _/ • opYR EL 1010.OD�\- EXIST. G/TfIDE� - - _.� - STRIP & REMOVE ALL SURFACE STRIP & REMOVE ALL SURFACE ORGANICS. FILL & COMPACT TO �,.�,�,,;.» `��.,;awrg�;� ORGANICS. FILL &COMPACT TO •;. �---;r^:;><>;4, :<F� :..fi.. EL 98.0 PER AASHTO �<.;. ��„<- 95% MAX. DENSITY R 95% MAX. DENSITY PER AASHTO T-180 IN MAX. 12" LIFTS T-180 IN MAX. 12" LIFTS EX/ST. EL 98.0 SECTION D- D SECTION J J NTS NTS TRACT P/L R/W R/W TRACT N LINE VARIES TRACT I RETENTION AREA B1 TRACT E - COMMERCIAL MONTGOMERY AVENUE EXTENSION - 60' RIGHT-OF-WAY TRACT D - COMMERCIAL - - CONSERVA11ON AREA GRASS SOD TO BE DEDICATED TO THE CITY OF OCOEE GRASS SOD SEE MITIGATION PLAN GRASS SOD GRASS SEED GRASS SEED & MULCH FOR PLANTING REQM'TS & MULCH 5' 5' 4' GRASS GRASS 4' 9' 27.6' 15' 26' ARIE 26' 15' 13.5 ' VARIES 2' lCONC. SOD 2' 36' 2' 1 SOD CONC. 1' 2' EL 115.5 TO ( S/W TYPE F CURB S/W � .►�:` MIN. BERM EL 110.2 EL 111.0 SHADED AREA = COMPENSATING ' I I 11G-8-_1 STORAGE VOLUME, EXCAVATION - - - � _- ORGANICS. FILL &COMPACT TO n DHW EL 109.12 - STRIP & REMOVE ALL SURFACE S � BELOW THE 100YR FLOOD EL 101.0 ,yam _ 5• 95% MAX. DENSITY PER AASHTO 100YR FLOOD - - T-180 IN MAX. 12" LIFTS o EL 101.0 BOTT. EL 105.0 SHWL 98.0 ' - l - - .3-- - `EXIST. aFsIDE SECTION E- E A=u TRIP & REMOVE ALL SURFACE rf-� S NTS EL 98.0 ORGANICS. FILL & COMPACT TO 95% MAX. DENSITY PER AASHTO T-180 IN MAX. 12" LIFTS TRACT P.., LINE TRACT TRACT TRACT A -SINGLE- TRACT N - z LINE LINE FAMILY (LOTS 16-18) CONSERVATION AREA TRACT C TRACT P - RETEN11ON AREA D TRACT Q 0400 GRASS SEED & 1 GRASS SOD TOWNHOMES COMMERCIAL MULCH FILL AREA VARIES SJRWMD GRASS SEED GRASS SEED & MULCH UPLANDS • GRASS SEED &MULCH GRASS SOD GRASS SOD 5' 36' 4' 4' 4' 4' 4 BUFFER MEANDERING CREEK ALL DISTRUBED AREAS &MULCH ALL DISTRUBED AREAS �4%, EL 114.0 25' AVG., 15' BERM 30' 30, 15' 6' I 15' MIN. JURISDICTIONAL a 5' DRAINAGE _ _ _ _ _ 11 -V _ - - - - - - - WETLAND LIMITS EASEMENT - - - - - - - - - - - - - - - - -.� � VARIES, SEE PLAN __ V----- - ----------- MIN. BERM EL 121.0 15:1 i5' EL 124.0 - - - _ - L---- EXIST. CrFi40E� _ �' EL 102.0 n DHW I EL 119.97 EL 122.0 ` - ' 1 EX/ST. GR�40E S = ,� STRIP & REMOVE ALL SURFACE - -� _� l E� FLOOD r g. ORGANICS. FILL & COMPACT TO EL 101.0 r _ _ 95% MAX. DENSITY PER AASHTO POND BOTT. EL 115.0 T-180 IN MAX. 12" LIFTS EX/ST. SHOAL Gn'EEI(60,rr4W 04R/ES, EG 94.OY,� SECTION F- F SHWL 108.0 o SECTION K- K NTS = NTS TRACT LINE TRACT D -COMMERCIALW$o TRACT P - RETENTION AREA D TRACT LINE EXIST. CO!/llE/�C/rIL Iw 34' CROSS -ACCESS EASEMENT GRASS SOD GRASS SEED GRASS SOD GRASS SEED GRASS SOD Iocmz- OP�!lENT �n z I VARIES, 15' MIN. 11 &MULCH & MULCH VARIES, 0' TO 9' t m 1 '' 4% 1' 2' 24' PAVEMENT, SEE 6' 30' VARIES, SEE PLAN 30' 15' 30' VARIES, SEE PLAN 30' 15► o C/7 PAVEMENT SPECS. S/W. 1 EXIST. C,?_40E-� ao � MIAMI MIN. BERM EL 121.0 MIN. BERM EL 121.0 - - - �n � : , r s J- - - L `DHW EL 119.97 EL 119.97 ---- --- a�nDHW .� S I = ,� 5 EXIST. CU/�B z z mw o0o I s.l U U : „1 ' ��_ I _ C! POND BOTT. EL 115.0 POND BOTT. EL 115.0 P.4l�X/T to S v .. o o o o TRACT 30 RCP I. E5 LINE SHWL 108.0 SECTION G- G co o a TRACT A - SINGLE- TRACT N - p 4 �3• ,��,.-". FAMILY LOTS 16-18 CONSERVATION AREA = NTS w w w a °- a GRASS SEED & GRASS SOD CARIES, SEE PLAN w w 8 ! - cn v, " t 1 Car: MULCH FILL AREA ' SE5 39' 5' 4 UPLANDS MEANDERING f49b _-.._.`EL 114.0 BUFFER SHOAL CREEK I 25 AVG., `\ o 15' MIN, JURISDICTIONAL N g WETLAND LIMITSad rn rn _ - - _ ' j VARIES, SEE PLAN I. STRIP & REMOVE ALL SURFACE EL 10 FLOOD EL 101.0 ORGANICS. FILL & COMPACT TO ,� _ _ xl_ - 0co 95% MAX. DENSITY PER AASHTO EL 101.0rz EXIST. OFwzEJ ` �` ` T-180 IN MAX. 12" LIFTS �/ EX/ST. Sx/OsIL CREEK SECTION L- L e0TTOf/ Y,11�/ES, NTS ,w'� W 0) MASS GRADING PLAN CROSS- SECTIONSLu NORTH TRACT TRACT TRACT TRACT TRACT SOUTH P/L LINE LINE LINE LINE LINE PA B -FUTURE SINGLE FAMILY TRACT G1 TRACT 0 - CONSERVATION AREA TRACT G2 TRACT K TRACT C - FUTURE MULTI FAMILY ADJACENT W RETENTION SHOAL CREEK RETENTION --FUTURE DEVELOPMENT A ROAD CLEAR, GRUB &GRADE TO LIMITS SHOWN, SEE MASS GRADING PLAN CONSERVATION EASEMENT CLEAR, GRUB & GRADE TO IMITS SHOWN, SEE MASS GRADING PLAN WIDTH VARIES, NO CLEARING _ GRUBING, GRADING OR - STORAGE OF MATERIAL �`'`.• WITHIN THESE LIMITS. ` - REGRADE TOPOF `HILL DOWN -) TO EL 121.0. SPREAD & COMPACT -G LLB E PER MASS GRADING PLAN. \\ Q REGRADE PER MASS GRADING PLAN - �' \ \ ^ �!' s SEED & MULCH DISTRUBED AREAS. I `` - W & SEED &MULCH WHEN GRADING j �``� COMPENSATING STORAGE AREA ``� IS COMPLETE. FOR FILL WITHIN THE 10 YR Q d FLOOD PLAIN. Fe Q) \ / r SECTION W- W NTS U rill L J F-- NORTH TRACT TRACT TRACT TRACT TRACT TRACT TRACT TRACT TRACT SOUTH U) P/L LINE LINE LINE LINE LINE LINE LINE LINE LINE .. P/L r ` TRACT B -FUTURE SINGLE FAMILY TRACT TRACT TRACT H1 TRACT N -CONSERVATION AREA TRACT TRACT TRACT C -FUTURE MULTI FAMILY TRACT TRACT Q S.R. 50 w L1 F RETENTION SHOAL CREEK H2 L2 P FUTURE M NTGOME Y OPEN MONTGOMERY RETENTION COMMERCIAL W IAVENUEJ SPACE AVENUE z CLEAR, GRUB & GRADE TO LIMITS SHOWN, SEE MASS GRADING PLAN CONSERVATION EASEMENT CLEAR, GRUB & GRADE TO LIMITS SHOWN, SEE MASS GRADING PLAN 0 WIDTH VARIES, NO CLEARING F__ GRUBING, GRADING OR C) ILSTORAGE OF MATERIAL ij WITHIN THESE LIMITS. I I I ITS. (f) REGRADE TOP OF HILL DOWN � h ' TO EL 121.0. SPREAD & COMPACT (n REGRADE PER MASS GRADING PLAN s \ PER MASS GRADING PLAN. SEED & I I S 0 & SEED & MULCH WHEN GRADING > `\4i' I 'h• MULCH DISTRUBED AREAS IN TRACT C. IS COMPLETE. w 0 [may ry U Q) SECTION X X NTSclq `\ •' p► s c7 NORTH PA TRACT A - FUTURE SINGLE FAMILY GRUB & GRADE TO LIMITS REGRADE PER MASS GRADING PU & SEED & MULCH WHEN GRADING IS COMPLETE. SEE MASS SECTION Y- Y NTS NORTH TRACT PA LINE E LL: TRACT TRACT TRACT TRACT TRACT TRACT SOUTH LINE LINE LINE LINE LINE LINE p/L z TRACT 0 - CONSERVATION AREA TRACT H21 TRACT I.,TRACT C - FUTURE MULTI FAMILY TRACT TRACT Q S.R. 50 o LLI N LU v SHOAL CREEK OPEN L2 P FUTURE SPACE MONTGO RY RETENTION COMMERCIAL '- o o cy) AVENUE c_ Q PLAN CONSERVATION EASEMENT CLEA GRUB & GRADE TO LIMITS SHOWN, SEE MASS GRADIN PLAN - �' "- w Q p 1- 0 z - N WIDTH VARIES, NO CLEARING - _ - - - _ - - _ - - � _ _ � - GRUBING, GRADING OR - -' - - - - _ _ _ Q STORAGE OF MATERIAL WITHIN THESE LIMITS. L- a w c U = 0 000 w COMPENSATING STORAGE AREA 0 0 -' FOR FILL WITHIN THE 100 YR : w c Q 0 � FLOOD PLAIN. LU > N 4- Q � 04 O o V) 0 U p J M \ , Coo!) 00 _ 0 TRACT TRACT TRACT TRACT TRACT SOUTH m LINE LINE LINE LINE LINE P/L - 0 C) `T TRACT A - FUTURE SINGLE FAMILY TRACT N - CONSERVATION AREA TRACT I TRACT E TRACT L3 TRACT D1 - FUTURE COMMERCIAL TRACT D2 SHOAL CREEK RETENTION FUTURE MONTGOMERY FUTURE COMMERCIAL AVENUE COMMERCIAL CLEAR, GRUB & GRADE TO LIMITS SHOWN, SEE MASS GRADING PLAN CONSERVATION EASEMENT C AR, GRUB & RADE TO LIMITS SHOWN, SEE MASS GRADING PLAN WIDTH VARIES, NO CLEARING GRUBING, GRADING OR I STORAGE OF MATERIAL WiTHIN THESE LIMITS. , REGRADE PER MASS GRADING PLANREGRADE & SEED &MULCH WHEN GRADING . PER MASS GRADING PLAN IS COMPLETE. �'"�'�'�� -- � � & SEED & MULCH WHEN GRADING \ IS COMPLETE. SECTION Z- Z NTS `COMPENSATING FOR FILL WITHINSTHEAGE 1 0 AREA A FLOOD PLAIN. S.R. 50 o c cn "-� CL ENGINEER 4 Z0Qk RONALD HE ON II; PE, FL, REG, NO.34836 L- DESIGN DRAFT CHECK RMH I DSG PROJECT NO. 0 054DT DATE OCTOBER, 2001 SCALE N/A SHEET . 13 CE 19 LOT I LAKE Bfc-N'NET �C:R P13 35, P S 1126 ;fie° l.e 7 ADJUST EXISTING VALVE 80X AS REQUIRED TO MAINTAIN FLUSH WITH ASPHALT 125.2 X �1. f k� 124.1 X EXIST. 12" WATER MAIN AA ED -' M M- v M M M M 125.3 X EXIST. 12 SAN. FORCE MAIN- FM 126.00� 126.59 - 126.82 c _ 125.54X A FOC - EXIST, PAVEMENT MATCH GRADE-, SAW CUT, REMOVE & DISPOSE OF EXISTING 4' PAVED SHOULDER & LANE LINE EXIST. PAVEMENT MATCH GRADE EL. 127.20t SAW CUT, REMOVE & DISPOSE OF EXISTING 4' PAVED SHOULDER & LANE LINE EXIST. CURB INLET TOP = 127.65' SW INV = 124.02' BLAC"OOD A VEMUE SEE PLAN & PROFILE SHEET X_ N V V N V W _ rn N 4J Ili! ar IIII .O, a • EXIST. STORM MH I I TOP = = 122. I ( I I I I) NE INV = 122.60' , 127.37/-v II II NORTH R/W STATE ROAD 50 TRACT D -.•F- GRASS SOD GRASS SOD 12' 4' VARIES 1' 5' 1' EXIST. PAVEMENT ­ 12' ON MATCH GRADE S/Wy EL. 128.20t -27-, 3 4" .1 0 EXIST. CrPs10E ANEW ASPHALT, SEE SAW CUT, REMOVE & PAVEMENT SECTION DISPOSE OF EXISTING 4' PAVED SHOULDER SECTION U- U & LANE LINE NTS NORTH R /W 30.4' 0-18-RCP I SECTION V- V ®P NTS E.Y/ST. GWi10E�_ STRUCTURE #72 16"PVC REUSE MAIN TYPE C INLt,,T w/ TRAY. SLOT EAST SIDE & DRAINWELL t� 8"PVC WATER MAIN STA 140+56.2-b0.'..,RT GRATE 126.80 ~- 1067 W INV 122.80 (18") 1066 1076 o C TRACT Q XDI❑--------------jf- --- ----------------X 6.2 --- EXIST. SWALE - ---- - - - 126.2------------- \___--- 3-•0 --�E127.5 ------------------X12L4---- T,o - - - _ �FOC_ E41:- �12f< _ _ 127.5 - -£OC- -Fes_ - FOC F& -_ zaC- - - £BC �20E-5 - - TOC --=-T(J� - - - fOC - 127.3-- - -Fps -- FpD - - - -F� - - - - - - - ».... s - d= - - - - FAE- FDC FOC- FOC - - FOC - uNrt r ®i 127.84 127.79 _ 7.79 ® -- '�°� W."� .-- ® - 1 �s 127.79 127.75 1111 A a FI CEINTRIAL HOSPI f AID, 47.5' 5' VAR. EL. 129.00 6,-1 Zx- sT. a,?4vE STRIP & REMOVE ALL SURFACE ORGANICS. FILL & COMPACT TO �18"RCP 95% MAX. DENSITY PER AASHTO T-180 IN MAX. 12" LIFTS SECTION W- W I �- 1103 EXISTING TREES -_ TO REMAIN, TYP. 1101' 1097 f 4...1 1096 r••. 1098 :.. . , 1095 1092 1093 el 2.02 1094 .. Yrn. 123 67 1102 1086 ' ,i 123.42 '�r t t{;° p X CONTRACTOR TO COORD, w/ GS :�, rsar t087 UTILITY COMPANY TO RELOCATE 1090 c 123• 1 EXISTING Y WIRE. 1088 I GU 1099 1089 1084 I L 4 � Cr3 o i) < U CL o� �' 0 � �. S < U �- w C C. w= ��- d_ co C LL. � E J- I rj T 4 7 aj - . r _ co o o I W Q xCL ��-� Q, ko z � W O �1 O GENERAL NOTES: W � A. ALL CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL CONFORM TO THE FOLLOWING: FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 0 FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, CONSTRUCTION AND MAINTENANCE, AND ry UTILITY OPERATIONS FOR STREETS AND HIGHWAYS, LATEST EDITION. FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHAB., O LATEST EDITION. - B. ALL MAINTENANCE of TRAFFIC WITHIN FDOT RIGHT-OF-WAY SHALL CONFORM TO INDEX 600, (;] ACCESS DRIVE PAVEMENT SECTION 613 AND ANY OTHER APPROPRIATE INDEXES WITHINN TH THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITIONS. EGEND TYPE \z/ O C. THE CONTRACTOR SHALL NOTIFY THE FDOT LOCAL MAINTENANCE OFFICE 46 HOURS IN ADVANCE OF ' f STARTING ANY CONSTRUCTION WITHIN THE FDOT RIGHT -OF WAY. 3 1/2" TYPE S-1 ASPHALTIC 10" LIMEROCK BASE :.2 - 5" LIFTS) 12" STABILIZED SUBGRADE 50 CONCRETE W/ 5/8" FC 2 COMPACTED TO 98% MAXIMUM DENSITY COMPACTED TO 98% MODIFIED Q D. DURING CON 11 N ON STATE PAVEMENT FRICTION COURSE. MINIMUM PER AASHTO T 180, MODIFIED PROCTOR, PROCTOR MAXIMUM DENSITY PER ROAD 50 THROUGH TRAFFIC MUST BE MAINTAINED AT C� MARSHALL STABILITY 1.500 LBS. MINIMUM LBR 100 PRIMED AASHTO T-180 MIN. LBR 40 ALL TIMES. 0 " S-1 ASPHALTIC CONC. 5" LIMEROCK BASE (1 LIFT) 12 AREAS WITHIN FDOT RIGHT-OF-WAY. STABILIZED SUBGRADE E. GRASS SOD ALL DISTRUBED AR - - S, R. 50 1COMPACTED 10 98% MAXIMUM DENSITY COMPACTED TO 98% MODIFIED WAY. MINIMUM MARSHALL STAB. 1 ' .^•:.:': ',.:•<.::. SHOULDER 1,500 LBS. PER AASHTO T-180, MODIFIED PROCTOR, PROCTOR MAXIMUM DENSITY PER MEN EN HYDROBLASTING OR GRINDING EXISTING CONFLICTING MINIMUM LBR 100 (PRIMED) AASHTO T-180, MIN. LBR 40 STRIPPING. IF DAMAGE OCCURS W Q TO ASPHALT SURFACE, AS DETERMINED BY FDOT, THEN THE LANE WILL NEED TO BE MILLED (-- AND RESURFACED A FULL LANE WIDTH FOR A LENGTH DETERMINED BY FDOT. Q t� C G. ALL EXISTING UTILITIES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY, SIZE AND LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. NOTIFY THE ENGINEER OF ALL i DECREPANCIES. I 6 If _ t I i - � I � I I� - ?-� - 124.78 �� I 124.84 GAS MAIN u-� EXIS/ uNr� rrl� ���T. SEXIST. FIRE H1�RANT M -�-`-EXIST" 12" WATER MAIN _EXIST. 12" FORCE MAIN / C ARROW, TYP. SEE DETAIL A O CO r.: . >vh:'»>:,� r,:r 3134. +`>' ie':x" 4>T:'3S `if `�<y'%�•G'j, w.fx 11 ,•� +f M� :l^<az::�rTg 's^a,L :Y3::. :::;x�t%;" o-:G�3�i=• :..5 ...v'f«;,. `' �,,. ::.:.�:r_,- • '- ,>,:. <. �"`.�:. .... :�124.69 ram' 75' 50' TAPER LANE LINE EXTENSION 126.30 �- 125.26 6-THERMO WHITE (6'-10' SKIP) EXIST. LANE. LINE STATE ROAD NO. 50 (COLONIAL DRIVES >50 X 126.43 127.09 �1 126.0 - 12� -3E 127.54 126.77 -�- - '�"',� ,� � SD �D �@ SB-�----LSD= =D •-'-_S6 �S8 N 197.3 F - FOC FOC FOC FOC FOC FOC FOC FOC - FOC - 1??62 INV = 123.82' 127.75 I 1 I 1 i P I� I I I 51 -; 125:24 -^ 125.39 - 9�. x 143 - - - - �u FOc Foc Foc ^^ :x 124.43 -- - -- - - EXIST. CURB INLET 125.36 TOP = 125.18' E INV = 119.77' (24 " RCP) W INV = 119.81 (18 RCP) 8" THERMO WHITE 18' THERMO WH/7E' -, Aey'Alll 8" THERMO WHITE 20' DETAIL A N.T.S. DIMENSIONS ARE = OR - 1". 12 S.F. 16 S.F. RIGHT TURN ARROW TO BE REVERSE PAVEMENT ARROWS NTS YELLOW EDGE LINE 6" T WHITE DOTTED 6" LINE TURNING GUIDE LINE TWO-LANE PASSING PROHIBITED (YELLOW) - v DOUBLE SOUD YELLOW (OR WHITE) BROKEN WHITE LANE LINE �6" 10' 30' 10' 3O' 10' 3O' 10' 3O' BROKEN YELLOW CENTER LINE �6" j10'I 30' I10'I 30.I10'I 30' 110'I 30' I SOLID WHITE EDGEUNE OR LANE LINE _6" 7 SOLID WHITE CHANNEUZING UNE I 6"- e EXTENSION OF EDGE LINE THROUGH 6„ CROSS -OVER AREA ® 7 ®-F (.10' 16' 1.10' 16' 1 1 O' • WHITE OR YELLOW PAVEMENT MARKINGS } � ry C z E N ci E G ^D' W O Z c c O o b LIJ � c N O o w N v ® r�-■1 � Q V)Q rn Lll O I--j z N • 70 .5 �0 LL- w 0) IJ � 0 W 4 -� W� 00 2 +� W N �- r1 �•�/ .d : Q O CAI o v 0 N fn O 7 � -1 O X lJ.. U m O J � s L F1 CD 0 M 1 C 0 M c 0 a 0 0 ENGINEER BAR 4. 2 RONALD HE _N II, P.E., FL REG. 3483E DESIGN DRAFT CHECK RMH DSG PROJECT NO. 01054-SR50 DATE JANUARY 2003 SCALE 1 it = 3 0' SHEET 14 OF 19 LOT 114 fflk HAMMOCK,' BLUE p I" 7' 100 99; C'T 9,14 TRACT "D" 7 3 LOT 12 Lot, i I cy 2D Acyp RE-1 EA17f ON W M;�: cC"M50?!,'AT.'0bs ,E/A L OT 3 7 -DR''. '�/!F,/(%•/%) .0 • A a 47 ':;f'''' i a 3 f < ` ".'\ �Ze.ws,.:„ .a 'ryR �:i .- ''- i% R3 c s;£2 v} m•�V��O•�,F, Ire R SCR y - IT fln 11 T b 47 • s '47 4. 0 A 0000*..,* am S2 00 0 < "oe co > *0 z LD 0-D 10 LLI cr) C 15 5* CLF X, X, AM" CP SWIM 7 .7. r • Nipg "4 0) -zt"O if co g� A •y x,h. co go • �"T it ;. f n � BASIN //D/ 0 LL_ r I I j Y 0) N % T. Fa II its LLJ 46 oi` T CL �';' ro "N" w Q) N Q) x. il 1!�• 1­_ go. 4 c� C X LI-3 A VE AV-, 67 A, 10 co Lor.E� N 7 k yt •_­132• (60 R L 1 13A 8� 01, � • A81 "I x- iF V, 114 4.. ob Rol" 41 46 < V 32 1 3 "1 0 Lo F_Z4 4 5 10 Lb so-. 3D so YEAR hFLQJD HAZARD AREA ELEW70fif 101.0 CONTOUR ly/'-. 5D 5 6 p, ��57 X.A• N- 52 e -46 A Sc. I A 11)�l f t t •\ AA 011L�" J WLv-45 \ri x 72 70 71 34 50 73 bi 69 LJ 74 ' 4 '9 75 6 8 N, t WLI WLIL,5 • • iYS x % iK 11 W1.1-031 4• t"f.>44�/ Ru37 'IBAS1AN 34 0 WIr of LI -s298 A 3 W/L 1 16J Ff 01 ll �IWETLANDJ tV4 -29A 0 SDICTIONAI- LIMITS rYP.----t tj 3-6: J0 I/ I AN I-i y ENV. CONSULTIN� GROUP WETLAND AREA•'14.3AC. 1; 41 -2;A • rn r. PWLI-IEI 4. Qbe wr X'f W • BASIN Co z0 t 0", of 40 I-27&L 1_4 28 7 26- 25 it 1 2/4. a 00 YFA R FLOOD HAZARD ARE;4 ELEVA77ON 101.0 C of4TOUR 1 '�e mt Lj -2 00 N 0 7 I WLI.12 r.2 W1.1 OT 29 Lo :46 0 ts L 01i LOT j2 L 0 33 WL1-2300* J7 • JISHrOAL CP K COO 41 :6 r ft L .41 pa 3131 PGS 7Z 74, & 75 T0141\1 OF 000ME f ..AT BOOK A, 00F Ok SOILS LEGEND SOIL DESCRIPTION HYDROLOGIC GROUP 4 CANDLER FINE SANDS, 0 TO 5 PERCENT SLOPES A 6 CANDLER-APOPKA FINE SAND, 5 TO 12 PERCENT SLOPES A 34 POMELLO FINE SAND, 0 TO 5 PERCENT SLOPES C 41 SAMSUKE-HONTOON-BASINGER SAND, DEPRESSIONAL B/D 46 TAVARES FINE SANDS, 0 TO 5 PERCENT SLOPES A 47 1 TAVARES-MILLHOPPER FINE SAND, 0 TO 5 PERCENT SLOPES A LEGEND BASIN BOUNDARY LIMIT OF EXISTING SOILS PER ORANGE COUNTY SCS ------ EXISTING TOPOGRAPHIC CONTOUR PROPOSED TOPOGRAPHIC CONTOUR EXIS11NG WETLAND LIMITS 1 P 3 BASIN DATA BASIN SYMBOL TOTAL AREA (Acres) IMPERVIOUS AREA (Acres) PERVIOUS AREA (Acres) Al 18.019 7.020 10.999 A2 11.865 5.123 6.742 A3 2.135 0.373 1.762 A4 0.720 0.000 0.720 A5 1.303 0.054 1.249 81 1.703 1.363 0.340 B2 10.992 7.570 3.422 83 4.952 4.491 0.461 B4 3.023 0.000 3.023 C 10.511 0.000 10.511 D 15.462 11.867 3.595 rr 47 0 tz."D f.� ... ASF.tc•• .ti N < 4 • .0 Q) %O 1 7� 1` S f rt 121. ry Q) % c; c� N11sh FLCf'OR Ee,.A N F -66, AFETLA SF.9 tr It -10 ixi M i i 20. 3 A CL Type A Or B Riser CE Type A Or B Riser ' I Bars A Short Wo 2 Additional Bars A 2- Lop Hoop Bars Top Slab Reinforcin Supplemental Bar A Or B (See Section B-B� 2 La Slices Permitted ® 5" 0. C. *5 HoopBar ( P P ) m- p m Perpendicular Bars A in o Y AT TOP SLAB (See Section A -A) *4 Hoop Bar 3'-6" 0 rn r L J 2 Additional Bars B-- -; -12 -'- ~ INLET DIMENSIONS TYPE A _ B C D C 3'-4" 2'-0' 4'-5' 3'-1" D 5-5" 4'-1" 4'-5" 3'-1" E 4'-4" 3'-0" 5'-10" 4'-6" w U' J w Z J z w b ��o 0 5 Max. 0. C. Eac - , o _ b , -_ Side Of Opening _ N I :.� Optional Shear K 1+� 3 USE CAST IRON TRAFFIC BEARING GRATE ci w 2-0 7's Each Way Reference Axis FOR INLET TYPES C & E. USE STEEL w o Placed On Top Of R I - 2 Additional Bars A Wall Reinforcin Sheor Key GRATE FOR TYPE D INLETS. O Bars A And 6 At 45' ' ®5" 0. C. A Ir 70' Drat 7 NOTE: Variations in shear key dimensions #4 BARS-12" O.C. Parallel Bars B See Section A- Bars B Long Wayy L will be permitted subject to the (EACH WAY) B ( See Seeiion B-B B. $" wo ( ) 1 Engineer's approval. TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM L° 10' Drat a 1a m i• 3 , Shear Key a 1° c n Optional Shear K M III c= a 3 ECi m 1 Q oN o *4 1® 12" 8W n 3'-6" T c m ( ) #4 0 12" BW mt o . n o u oa Nt I Bottom Slob Reinforcin AT BOTTOM SLAB x o m o (Horizontal Bars m o Horizontal Bars ( �y „ o c r 8" e w w in O N_ N N U O o m »' ° �ars A 3'-6" Continuous Around m c Continuous Around -� o m V c �� inn Or 6" Corners For m n N Can For w 16 v c 6" 8" ' a 4'-0" Recton gut Risers o Bars 6" Rectangular Risers) �� m ° SECTION PLAN 9 p ears - u SLAB TO WALL DETAILS FOR PRECAST ALTERNATE ~ 2-Extra 4's In is in ` m Each Side And E E - = Vertical Wall Reinforcing c I1�P E C D 8e E I N LETS p 6" Bars B Above Opening ° 0 c m (See Table) 9- 4 Ties ®12" O.C. e y g I) III m Rotate* 4 Bars As Required m o o a ow (See section) F.D.O.T. INDEX 232 o o a IL - To Maintain Cover �+ o r 1- (I *4' 0 12" O.C. m m Fc F = *4 Ties 0 12" O.C. P c m Each Wa m o m xtro Reinforcin Horizontal Wall Reinforcing 3? c *5 or N.T.S. 0 0 o m y o u m At O enin a s Reinforcement o I c c_ N III P II (See Table) a a In rn m o (See Note) ti my 02 12 c I- c *5 Peripheral Reinforcement m^ Bars A Bars B Bars A Bars B c c m B ALTERNATE A u o ALTERNATE B j Wall Reinforcing 1'-6" :1-o SECTION A -A �'' SECTION B-B Max.) m SECTION C-C o • NOTE: When the inside diameter of a round structure is o in NOTE: Provide extra reinforcing each side of each opening N" not more than V-6" larger than the opening in in- at 3" maximum spacing equal to half the area of vertical the riser or top slab, the top of the structure reinforement removed by the opening and provide the SPECIAL TOP SLAB" TYPICAL LOCATION or riser shall be constructed according to the some area of reinforcment above each opening at 3" FOR BOTTOM SLAB "Special Top Slab" details on this sheet. maximum spacing as removed by the opening. WITHOUT SUMP GENERAL NOTES 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and 3'-6" 6. Structure bottoms may be used in conjunction with curb inlet 10. The corner fillets shown are necessary for rectangular structures used with circular square (Alt. B) are designated Type P. Larger standard structure bottoms fops Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless risers and inlet throats and used on skew with rectangular risers, inlet and inlet I I are designated Type J. Risers are permitted for all structures. otherwise shown in the plans or other standard drawings. Alt. B structure throats. Fillets will be required in lieu of the bottom slab of the Alt. B riser when used bottoms may be used in conjunction with curb inlet Types 7 & 8, or with the Alt. A box. Each fillet shall be reinforced with 2- #5 bars. I I 2. Walls of circular structures (Alternate A) constructed in place may be any ditch bottom inlet unless otherwise shown in the plans or other standard of non -reinforced concrete or brick or reinforced concrete. Precast and drawings. - rectangular structures (Alternate B) shall be constructed of reinforced 11. Inlet throats, riser or manhole tops shall be secured to structures as shown an concrete only. Index No. 201. 7. Rectangular structures may be rotated as directed by the Engineer in .order to to facilitate connections between the structure walls and storm sewer pipes. w 3. Wall thickness and reinforcement are for either reinforced cast -in -place 12. Structures with depths over 14' are to be checked for floatation by designer of or precast concrete units except that precast circular units may be furnished project drainage. NOTE- Q. > with walls in accordance with either A.S.T.M. C-478 (up to 96 diameter) g, Except when ACI hooks are specifically required, embedment hooks in the or A.S.T.M. C-76, Class III, B Wall, modified where the elliptical steel cage top and bottom slabs may be replaced with straight embedments or peripheral 13. Units larger than specified standard may be substituted at the contractor's option SUMP BOTTOM APPROPIATE FOR DIA. VARIES a area is placed in the center one-third of the wall. reinforcement in accordance with the reinforcement detail shown under when these units will not cause or increase the severity of utility conflicts. Such ALL MANHOLE AND INLET TYPES. (12" STD.) w 4. To and floor slab thickness and reinforcement are for precast and cast in 'Rebar Straight End Embedment Or Peripheral Reinforcement In Lieu of ACI larger units shall be furnished at no additional cost to the Department. Larger COST FOR SUMP BOTTOM TO BE o p Standard Hooks For Top And Bottom Slabs', Index No. 201, Sheet 3 of 6. Alternate A units cannot replace Alternate B units without approval of the INCLUDED IN THE CONTRACT UNIT place construction. Top and floor slabs shall be of Class II Engineer. This note applies to this Index only. concrete. Concrete as specified in A.S.T.M. C-478 (4000 psi) may be PRICE FOR INLET OR MANHOLE used in lieu of Class 1 and Class 11 concrete in precast items manufactured 9. All steel bars shall have 1-1/2" minimum cover unless otherwise shown. Horizontal in plants which are under the 'Standard Operating Procedures for the steel in rectangular structures shall be lapped a minimum of 24 bar diameters 14. For manhole and junction box tops, for frames and covers, and, for supplementary inspection of precast drainage products. at corners details see Index No. 201, 2-1- .1. {. 2"C.I. a. TYP. }' � L1 r. DIMENSIONS~ -& QUANTITIES M _ GRATE SIZES CONCRETE CU. YDS. SODDING SQ. YDS. A B C E F G N SINGLE DOUBLE TRIPLE QUAD. A A WEIGHT A STRONG SINGLE DOUBLE TRIPLE QUAD. SINGLE DOUBLETRIPLE QUAD. PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE 15" 2'-7" 2.27' 4,09' 6.36 4.03 8 1.22 4.63' 7.21' 9.79' 12.37 1.19 0.40 0.61 0.80 1.00 9 11 12 14 18 2'-10" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4.92' 7.75' 10.58' 13.42' 1.21' 0.47 0.69 0.91 1.14. 10 11 13 15 24 3' 5" �3 2.53 7.18'A 9.71' 7.03'� 11' 1.73' 5.50' 8.92' 12.33' 15.75' 1.25' 0.60 0.90 1.21 1.52 11 13 16 18 30 Z'-- 7 11.95' 9.03' 13' 2.00' 1 ' 14.58' 18.83' 1.29' 2 1 2 3 0.75 1.19 1.63 2.07 15 18 21 36 5'-1" 2.87' 11.31' 14.18 11.03 15' 2.24' 6.67' 11.75' 16.83 21.92' 1.33' 2 1 2" 3" 0.89 1.48 2.05 2.63 17 21 24 42" 6'-0" 3.05' 13.37' 16.42' 13.03' 17' 2.45' 7.25' 13.25' 19.25' 25.25' 1.38' 2 1 2" 3 1 2" 1.05 1.82 2.57 3.34 19 23 27 48" 6'-9" 3.22' 15.43' 18.65 15.03' 19' 2.65' 7.83' 14.58' 1 ' 28.06' 1.42' 2 1 2" 3 1 2" 1.21 2.15 3.07 4.00 21 27 30 54 7'-8" 3.39' 17.49' 20.88' 17.03' 21 2.83' 8.42' 16.08' 23.75' 31.42' 1.46' 3' 4" 1.39 2.55 3.72 4.88 23 28 33 60 8'-6" 3,56' 19.55' 23.11 19,03 23 3.00' 9.00' 17.50' 26.00' 4 ' 1.50' 3' 4 1.59 3.02 4.44 5.86 25 31 36 06.42 0 6.25 DIMENSIONS PERMITTED TO ALLOW USE OF 8' STANDARD PIPE LENGTHS 010.40 010.10 DIMENSIONS PERMITTED TO ALLOW USE OF 12' STANDARD PIPE LENGTHS DOCONCRETE SLAB SHALL BE DEEPENED TO FORM BRIDGE ACROSS CROWN OF PIPE. SEE SECTION BELOW �-� BEVELED OR ROUND CORNERS 1 / SOD • SLOPE: TO CE PIPE FOR PIPES 18" AND SMALLER 2:1 FOR PIPES 24" AND LARGER, C CONCRETE PIPE CONNECTCR O m I 1 ¢ I SADDLET7 \ CONCRETE SLAB , 3" THICK REINFORCED WITH/ WWF6X6-W1.4XW1.4 TOP VIEW - SINGLE PIPE 5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire fabric, either smooth or deformed. 1/4" GALVANIZED HARDWARE CLOTH No. 4 COARSE AGGREGATE 2'x2'X2' � � RAINWELL DETAIL F.D.O.T. INDEX #201 F.D.O.T. INDEX #200 FILTER FABRIC N.T.S. N.T.S. 2' MIN. 2' - 8" MAX. TONGUE & GROVE JOINT TO MATCH RISER TONGUE & GROVE JOINT TO MATCH RISER RISER 3' - 6" OR 4' DIA. 3' - 6" OR 4' DIA, CLIPS PERM11 ON 3'-0" Fill PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE TYPE 8 MANHOLES I :::L I I NOTES: (TOPS) 1. MANHOLE TOP TYPE 7 SLABS SHALL BE OF CLASS 11 CONCRETE. co CONCRETE AS SPECIFIED IN ASTM C-478 MAY BE USED FOR M 1 1/2" OPTIONAL KEY 1/2" THICKNESS OF PRECAST UNITS; SEE GENERAL NOTE No. 3, M STRUCTURE WALL 2. MANHOLE TOP TYPE 7 SLABS MAY BE OF CAST -IN -PLACE OR PRECAST CONSTRUCTION. THE OPTIONAL KEY IS FOR PRECAST TOPS AND IN LIEU OF DOWELS. FRAME AND SLAB OPENINGS ARE TO BE OMITED WHEN TOP IS USED OVER A JUNCTION BOX. FRAMES L. SECTION CAN BE ADJUSTED WITH FROM ONE TO SIX COURSES OF BRICK. 3.MANHOLE TOP TYPE 8 MAY BE OF CAST -IN -PLACE OR PRECAST NOTE: SEE SLAB DESIGNS INDEX ZOO. CONCRETE CONSTRUCTION. FOR CONCRETE CONSTRUCTION THE CONCRETE AND STEEL REINFORCEMENT SHALL BE THE SAME AS THE SUPPORTING WALL UNIT. AN ECCENTRIC CONE BE TYPE 7 MANHOLE TOPS 4. MANHOLE YTOPS USHALL BE SECURED TO STRUCTURES BY OPTIONAL F.D.O.T. INDEX #2O1 CONSTRUCTION JOINTS AS SHOWN ON SHEET 3 OF 6. NTS TOP OF BERM EL. 110.2 BOLT SKIMMER BLADE -� TO BACK OF INLET �24'RGP ERGLASS SKIMMER BLADE '4' MIN. THICKNESS) SIDES OF INLET) GRATE EL. 108.80 6" MIN. INV. 99.0D \ I 3'-1' SIDE VIEW 24" RCP SKIMMER TO BACK OUTFALL PIPE INLET BOX �i PROVIDE SUPPORTS FOR SKIMMER AS REQUIRED TO MAINTAIN RIGIDITY. CC SKIMMER- 12" TOP VIEW 12" I OUTEALL CONTROL STRUCTURE NTS - POND PLL TOP OF GRATE EL. 108.80 12"- t� TOP OF SKIMMER EL. 109.75 PROVIDE SUPPORTS FOR SKIMMER AS REQUIRED TO MAINTAIN RIGIDITY. BOTTOM OF SKIMMER EL. 108.25 24' RCP TFALL PIP TYPE 'D' INLET FOOT INDEX #232 4"-I" FRONT VIEW 8" TOP OF GRATE-, , 4i f EL. 109.30 TOP OF BERM EL. 113.0 TOP VIEW TOP VIEW 9'-n" nR 3'-n" 5/R" >�r WALL SECTION SECTION For Curb Inlets Types 1, 2, 3, & 4 ERGLASS SKIMMER BLADE 4" MIN. THICKNESS) 8" SIDES OF INLET) 8- GRATE EL. 1D9.30 �6" MIN. �E INV. 104.00 \ • •' GROUT., S'� j2'-0' 1 SIDE VIEW TL OP OF BERM 18' RCP BOLT FIBERGLASS SKIMMER EL. 113.00 OUTFACE PIPE TO BACK OF INLET BOX IN el FRONT VIEW e18- RCP PROVIDE SUPPORTS FOR OUTFALL PIPE SKIMMER AS REQUIRED TO MAINTAIN RIGIDITY. 24" RCP F.D.O.T. INDEX #201 NTS TOP OF GRATE EL. 112.00 BOLT SKIMMER BLADE TO BACK OF INLET iff1 TOP OF SKIMMER EL. 112.15 BOTTOM OF SKIMMER EL. 108.80 TOP OF St EL. 112.00 BOTTOM OF SKIMMER EL. 108.00 TYPE V FOOT NDEXLET #232 1 FRONT VIEW GRATE EC. 112.00 6 O WEIR EC. 106.60 FIBERGLASS SKIMMER BLADE (1/4' MIN. THICKNESS) BOLT TO SIDE OF INLET �12' MIN. TYPE 'C' INLET �- FDOT INDEX #232 SKIMMER m QUTFALL PIPE INV. 104.00 '•• `GROUT; . 8' e" TOP VIEW OUTFACE CONTROL - P®ND B2 SIDE VIEW STRUCTURE NTS �"- - NOT LESS (14 BAR THAN D SOD -Z� -� � NO PIPE JOINT PERMITTED VARIES THEESS ENGINEER. APPROVED BY E - PAID FOR AS PIPE CULVERT F (PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION) MITERED END SECTION SECTION F.D.O.T. INDEX #272 N. T. S. VARIES JOINT 12" MIN, 12' MIN. ---SECURING DEVICE ELLIPTICAL PIPE VARIES JOINT, 12" MIN. r 12' MIN. -SECURING DEVICE ROUND PIPE COST OF FILTER JACKET TO BE INCLUDED IN THE COST OF PIPE CULVERTS. `'�---- FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN ELLIPTICAL PIPE SHOWN FILTER FABRIC JACKET (FDOT PNDEX #280) SPECIFICATIONS FOR TREE BARRIER 1. MINIMUM RADIUS TO BE PROTECTED IS ENTIRE DRIPLINE 2. MINIMUM 3' IN HEIGHT 3. UPRIGHTS- THE EQUIVALENT OF 2"x4" LUMBER ON 6' MINIMUM CENTERS 5 M4. HORIZONTAL- CONSTRUCTION MESH IN. NETTING, COLOR: ORANGE �- 5 BARRIERS TO BE ERECTED AROUND TREES WOVEN OR NON -WOVEN FILTER FABRIC TYPE D-3 SEE FDOT IND EX DEX 199) WOVEN OR NON -WOVEN FILTER FABRIC DITCH GRADE zI 4' SOD P W M O a 1 Z Ad W Ld 0 Z LCit� Z fn U 0 CIT- 0 5:U O o I It 0 -� = Q- V CL a. W !!1 W 1- U) N W,- . 0- \ 't 0 z 000�" 00 CMM 0 Li LL1 CL ll­_� V ._I (� Inlet Type 2 Symmetrical About I A LEI 000 0 2' DID. Cover See Slab Reinforcing �� �s + o Ck Inlet Detail This Sheet, o B R 6» `r B W L 5" 0 Concret Support Post �^^ 10'-0" 717 3'-0" z V 13'-0" I�A PLAN (INLET TYPE 2 SYMMETRICAL ABOUT �) V 4'-0" T0 rr\\ TO REMAIN BEFORE CONSTRUCTION OR See Note 5" Concret l MESH NETTING NEARBY TREES ARE REMOVED No. 4 -1 Support Post UPRIGHT NOTE: 6. BARRIERS TO REMAIN IN PLACE UNTIL , I 2,-0" ) ALL PAVING, CONSTRUCTION AND HEAVY 6" Concrete Or I BARRIER MUST BE ERECTED EQUIPMENT IS OUT OF THE AREA 8" Brick. 6' 3'-6" 6" p 1 (N -si PRIOR TO CONSTRUCTION DIMENSIONAL SECTION Q TREE PROTECTION MEASURES13 NTS To Be Paid Limits Of Inlet Construction To Be Paid Q For As C. & G For As C. & G. +- z F.L. Of Gutter o 4 6 O i- i 70P OF BERM PROVIDE SUPPORTS SKIMMER W G) ELL.. 120.50 7 OF ATE EL. 121. 6 SKIMMER AS REQUIRED R m s O 0 W co TO MAINTAIN RIGIDITY, tD TOP OF SKIMMER / 1 1 GRATE EL. 120.50 ' m � j V) Q ir It EC. 120.50 r- -^lt I I WEIR EL. 118.10 O O WEIR EL. 11810 BOTTOM OF SKIMMER 6" MIN, EL. /17.50 Cr / FIBERGLASS SKIMMER BLADE (1/4" MIN. THICKNESS) BOLT TO SIDE OF INLET 36" RCP INV. 110.00 OUTFALL OUTFALL PIPE pPE GROUT INV. 110.00 4'-6" I 3'-0-0" SIDE VIEW FRONT VIEW OU TFALL CONTROL END STRUCTURE Ma NTS D. _ l • ► �; • • 1 Lei : : PROVIDE SUPPORTS FOR SKIMMER AS REQUIRED TO MAINTAIN RIGIDITY. 4W WEIR 40" WEIR 1 , SKIMMER ---- .TOP. VIEW TYPE 'E' INLET FOOT INDEX /232 W 3'-0" 10'-0" 3'-0" 3'-0" L Q F- Q $in a Gutter Gutter w 0 z N J Trans. Trans. N °o SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT �) - 1 �c 2 CURD INLETS 0 a)tJL IL =(� - PROVIDE SUPPORTS FOR + T� �U co � SKIMMER AS REQUIRED F.D.O.T. INDEX #210 o) O O TO MAINTAIN RIGIDITY. N.T.S. W 00 10 N C RIM ELEV. 112.60 t= W Q O Vt 0 o Z X o in (y)0 U' (y) 0 • 0- � 11� 0 C 0 m CD 0 TOP OF SLAB EL 105.57 0 O B0TT0M OF SLAB EL 104.90 '/) u_ �4. RCP ENGINEER FRAM TRAARFA 82 INV 101,00 E RlEl11�N n�W INV 101.00 RONALD H ON PE, F1_.'WI1G. NO.34836 tl- DESI FDOTINDDRAFT CHECK EEX A2DO RMH DSG 38"x6O" ALCMP 38'x60" ALCMP PROJECT NO. 01054DT BOTTOM OF STRUCTURE ELEV. 91.90 DATE 18"1 15' 1B•1 OCTOBER, 2001 JUNCTION MANHOLE SECTION SCALE N/A STRUCTURE NTS SHEET 16 OF 19 TYPE 8 MANHOLE TOP W/ TYPE 1 RING do COVER- FDOT INDEX#201 STORM MANHOLE RISER-, JUNCTION BOX TOP SLAB FDOT!INDEX #200 1a. RCP 1 RETENTION RACT G AREA A2 TEMPORARY JUMPER CONNECTION NOTES: 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW MAINS UP TO 8 INCHES IN DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING AND DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINENT AGENCIES HAVE BEEN RECEIVED. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI IN THE NEW MAINS AFTER DISINFECTION AND UNTIL THE 2"METER DOUBLE CHECK BACKFLOW FDEP CLEARANCE LETTER IS OBTAINED ADEQUATE. THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PREVENTER ASSEMBLY PROVIDED TEMPORARILY, AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, SCH. 40 GALVANIZED 1992 EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE PIPE AND FITTINGS DISINFECTED BY SPRAYING OR SWABBING PER SECTION If OF AWWA C651-92. PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 3. FLUSHING OF 10 INCHES IN DIAMETER AND LARGER WATER MAINS MAY BE DONE THROUGH THE TIE-IN VALVE UNDER VERY CONTROLLED CONDITIONS. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE UTILITY _ COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE NOT _ WATER TIGHT SHALL BE REPLACED WITH A NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO THE 12" TO 30' 3/4" HOSE8188 LEAKING VALVE. ABOVE W/VACUUM BREAKER B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER 2" SCHD. 80 PVC. -+► GRADE r.- 2" SCHD. 80 PVC CONNECTION SHALL BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER FOR PRESSURE GAUGE BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT. _ * FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER DOUBLE STRAP SADDLE MAINS. 2' CORP. STOP * ALL DOWNSTREAM VALVES IN THE SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE. 2" CORP. STOP * PROVIDE FOR AND MONITOR THE PRESSURE IN THE TIE-IN POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI. EXISTING � a NEW WATER LINE WATER LINE * THE TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY, ENSURING A PRESSURE DROP ACROSS THE VALVE IS GREATER THAN 10 PSI. ►- C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY COMPANY UNTIL FLUSHING BEGINS. D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY COMPANY AND OBSERVED BY THE ENGINEER. E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION BY TIE-IN VALVE MUST BE CLOSED AND THE UTILITY COMPANY. REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE DOUBLE CHECK BACKFLOW OPERATED BY CITY PERSONNEL ONLY. PREVENTION DEVICE HAS BEEN TESTED AND IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION. 5. EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8 INCHES IN DIAMETER, THE TIE-IN VALVE NOTE: SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE-IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, FDEP AND ALL OTHER PERTINENT AGENCIES. ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2 INCH BRASS PLUGS. 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS, VALVE, ETC. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. LOT LIN N TEMPORARY JUMPER CONNECTION z NTS CLEAN -OUT SEE NOTE 1 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 4" 6' 8" 10" 1 12" 16" 20' 24" 30" 90° BEND 23 32 42 50 56 45° BEND 10 13 17 21 24 22-1/2° BEND 5 1 6 1 8 10 12 11-1/4° BEND 2 3 4 5 6 PLUG OR BRANCII OF TEE 20 41 1 63 83 103 NOTES: I. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: - 1_50 _ P.S.I.* SOIL DESIGNATION:-___�_AT_JD SILT ----- LAYING CONDITIONS: - 3 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. * TO BE COMPLETED BY THE ENGINEER. RESTRAINED PIPE TABLE NTS HYDRANT OPERATING NUT HOSE NOZZLE AS REQ'0. 24" SQUARE QR ROUND AND 6 THICK REINFORCED CONCRETE PUMPER NOZZLE SHEAR. PAD. SEE FACING STREET NOTE i - VALVE COLLAR 2 - #4 AT 9" (SEE DETAIL) O.C. ALL AROUND oo :;ya•:plv.W7. . Zp URN COMPACTED BACKFILL I. VARIES M J HYDRANT SEE NOTE 2 I A I a,5 �AN�CHORING TEE �I-6' BEDDING ROCK RESILIENT SEAT GATE STANDARD INSTALLATION VALVE AND BOX SEE DETAIL) NOTES: �:° °;. °• '•••: '::°"::°::: "• °�° °�°"•° 1.THE DEVELOPER MAY °= -° INSTALL THE SHEAR PAD •': RECESSED UP TO 4" �:• ••• °� '°:••• BELOW FINISHED GRADE is •o.e att o;. °:°'°:••' • AND SOD THE RECESSED i.°•"o•ei.r:o.•i.°-°.°•o.e^ SECTION. • •°:"•'= °:"•°= •'•°= •°= 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE 6" MINIMUM. SECTION A -A FIRE HYDRANT DETAIL NTS METALLIC LOCATING WIRE] /j- EARLY WARNING TAPE FINISHED GRADE / PVC WATER MAIN OR FORCE MAIN �1r MAX METALLIC LOCATING WIRE NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. LOCATING WIRE DETAIL NTS SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR D AREAS FINISHED GRADE -� (SEENDE TA ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT •o; o; o.••r.••o;"• •r• r•o r•s•O•o•r•s O. ;"e•o; .; •O•s r•o r•• °• •o•o�.•o�••r;•• •••o;e•o.e•o;••r;o•o�e• 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE & BOX DETAIL NTS 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" CIA, BRONZE DISC ANCHORED IN gONC. PAD TAMP AS R Q D SA BARS ALL WOUND SEE NOTE 1 SIZE OF VALVE .,� TYPE OF VALVE • a :';•.. SERVICE DIRECTION & NO. OF TURNS TO R ' OPEN VALVE BOX • •:: ' :. ; AND COVER '.": `..= ;•• , (TYP.) 2500 P.S.I. CONCRETE MIN. UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 3" DIA, BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ'D. ���i��O���i���i��ri���i�� y ASPHALT SURFACE -- BASE (4" x 4" x 18" LONG VALVE BOX WMIN )3P RECAST TEROST AND COVER (TYP.) BRONZE GROUT AS 1 SC SET IN SHOWN IMPROVED CONDTITION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18' x 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL NTS 6 BRWITH ANCH J SEWER MAIN 6" 45' SIZE VARIES CLEAN -OUT BEND(TYP.)WYE WITH SEE NOTE 1 6" BRANCH REMOVABLE 6" 45° WYE WITH PLUG BEND 6" BRANCH LOT LINE WYEBLE PLAN FINISHED GRADE SLOPE TO DYT MINA3 11.0%HMIN.Of �- (TYP.) ---, ' I ROTATE SPRING LINE TERMINAL DEPTH 30° (TYP.) AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL CONCREI SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIONS SHOWN IN UNPAVED AREAS., ^" alk "2 BENCHING PER SPECIFICATIONS _U�1 _IR REINFORCEMENT AND JOINT --- DETAIL TO BE DESIGNED BY THE ENGINEER AND APPROVED BY THE 9 CITY BEDDING ROCK TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MONOLITHIC SLAB SURFACE SURFACE JOINT REPLACEMENT CONCRETE 5' MINIMUM REPLACEMENT EXISTING CONCRETE 8"MIN. W ; V EXISTING ASPHALTIC CONC. SURFACE PAVEMENT 2 +2 cli /�/ /\\/�\\�\\� //\\ ♦ EXISTING BASE (T) 6x6-6/6 WWF V-6" ;// TRENC WIDTH 1'-6" 2'-0" MIN. // \♦ REPLACEMENT BASE - - MATERIAL OR ALTERNATE TRENCH WALL //\� METHOD CONSISTING OF AN 8"(MIN.)THICK 2000PSI PIPE CONCRETE SLAB, TO SAME PORTLANE CEMENT SURFACE ASPHALTIC CONCRETE SURFACE WIDTH, REINFORCED WITH 6x6-6/6WWF. OPEN CUT & REPAIR NTS CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES TRENCH WIDTH VARIES (3 MIN.) SEE TYPE B W/ SIZE Of PIPE W/ SIZE OF PIPE CROWN TRENCH IN BEDDING AND TRENCHING �_ UNIMPROVED AREAS DETAIL FOR OTHER 3 MIN.) RESTORATION.) FINISHED GRADE FINISHED GRADE iSEE NOTE 8) li c j z Lo W SEE NOTE 4 �i �, z COMMON FILL / Lu *• PIPE Ob. /i. :.SEE NOTE 4 . :./�//i• w in N COMMON FILL r \ f \ " / PIPE O.D.•SELECT f / COMMON ° O w 12" (TYP.) SELECT COMMON /� FILL W z ' SELECT n °° z /\� COMMON o rW- BEDDING ROCK i'�`�1 %/• a N �/ //� FILL m z a v UNDISTURBED w w PIPE BEDDING EARTH (SEE NOTE 8 dt 9) UNDISTURBED EARTH SEE NOTE 3) a NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE NOTES: MAXIMUM DENSITY AS PER AASHTO T-180. 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED MAXIMUM DENSITY AS PER AASHTO T-180. BY THE CITY. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE FOR PIPE DIAMETER 24" AND LARGER, REQUIRED AS DIRECTED BY THE CITY. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24". AND 24" MAX. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE FOR PIPE DIAMETER 24' AND LARGER. DIRECTION OF THE FLOW. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING B. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE IN EXCAVATIONS. DIRECTION OF THE FLOW. B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING CITY. BEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER LESS IN EXCAVATIONS. THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH 9, DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH REQUIREMENT RIGHT-OF-WAY UTILIZATION REGULATIONS AND SUITABLE FOUNDATION. ROAD CONSTRUCTION SPECIFICATIONS. TYPE A BEDDING TYPE B BEDDING AND TRENCHING DETAIL AND TRENCHING DETAIL NTS NTS MANHOLE FRAME & COVER (SEE STANDARD DETAIL) FRAMES BEDDED IN MORTAR ' 2 COURSES OF BRICK (MINI 4 COURSES MAX. N W ce INSIDE WALL- OUTSIDE WALL p PRE -PRIMED tn C3 JOINT SURFACES 5" MIN. it PRE -PRIMED PRE -MOLDED JOINT SURFACES SEPAL R JOINT WITH PROTECTIVE W (WRAPPER TO BE REMOVED) 6" SQUEEZE -OUT MIN. COMPLETEDJOINT �8" MIN. SSQUEEZE OU . 9" } 2" MIN. NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. SANITARY MANHOLE NTS PRECAST - TEE WMANALLOLE .: , _ INFLUENT SEWER SEE NOTE 3) CONCRETE ENCASEMENT e6". OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) INLET CONNECTION AS REQUIRED 90° BEND STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) PRECAST MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEEL PVC OR DIP STAINLESS STEEL • PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION :OF 24' DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS NTS RAISED 1-1/2- LETTERS FLUSH WITH TOP OF 2 - NON PENETRATING PICK HOLES PLAN 23- 3/4" MACHINED MATING SURFACES L1-1/4" 6 L 22-1/2" 2- 7/8" ELEVATION MANHOLE FRAME & COVER m Q) o W ry Q) W � w^ r V NN W Q CC ® f , 0 o N N � i Ic E O U 2- jr C c /i) O © Lo O 0 N O O LU � ry co U L �$ :< L.TJ �Q T- - •N . 0 • z � O -O < 0 .. Wrn �t v, � 411 1� N ~ C) w co VJ co ^, J } 000 w o O 'O z (y) 0 x t:xx.° .,.-. ch �? O �-�y V J 2 co O N 'o c 0 IL ENGINEER ..%p 4 20 RONALD HEN O-R II, P.E., FL REG. 34836 DESIGN DRAFT CHECK RMH DSG PROJECT NO. 01054DT DATE OCTOBER, 2001 SCALE N /A SHEET 17 OF 19 R 0 o SECTION 01010 — UMM Y 0 THE WO S AR F RK Construction of Montgomery Avenue Extension, Blackwood Avenue Improvements, three commercial outporcels for future development, 12.87 acres site for future multifamily development, and Acres for future single family development. Associated improvements include "master' stormwater management system and facilities, underground utilities (water, reuse, sewer, etc.), landscape and irrigation to serve the proposed development. Contractor shall refer to the soils investigation report as prepared by Bechtel Engineering & Testing, Inc. for existing soil conditions and supplement as necessary to provide complete bid. Contractor Use of Premises: Use of the Site: Confine operations at the site to the areas permitted. Portions of the site beyond areas on which work is indicated are not to be disturbed. Lock automotive type vehicles and other mechanized or motorized construction equipment, when parked and unattended. Do not leave vehicles or equipment unattended with the motor running or ignition key in place. Pre —Construction Meetin s: ntrac or hall n of En ineer rior to all r - n r i n g Co t s o y g p p e co st act o meetings with Cit Count or Utilit Com an . If n r -construction meetin s ar r uir h n r - r y/ y y p ys a p e g e eq ed, i e ape const uction meeting must be held with the Engineer, the General Contractor and approprote sub -contractors. The contractor shall coordinate the construction of avin and storm drain a with all h r p g ag of e construction and shall be r s n i l for 1 ti f and rot cti n f e i i n r r n e o s b e oca ono e o o x st n u de ou d P P 9 9 utilities during construction. All underground utilities must be installed prior to preparation of subgrade for pavement. Prior to beginning any work on -site, General Contractor shall obtain, from the Engineer, the existing Storm Water Pollution Prevention Plan (SWPPP), and take the following steps: 1. Contractor to review and modify the pion as necessary to comply with the U.S. Government Environmental Protection Agency (EPA), as required by the Clean Water Act and must comply with the Florida Department of Environmental Protection (FDEP) requirements for the Nationa► Pollutant Discharge Elimination system (NPDES) permit. 2. Fill in all re it r P I I in I' ' u ed a eas within the SWPP nc ud but not united to; q 9 A. SWPPP Coordinator an m Adr Phone Num r Cam Na a ess be s B. SWPPP Team Members, Company Name, Adress, Phone Numbers C. Certifications for General Contractor and all Sub -contractors 3. Submit copies of the modified pion to the Engineer, Architect, and Construction Manager for their approval. 4. Co of the a roved WPPP m m intain d on -site duain all h f n i n py pp S ust be a e g p ases o co structo . Throughout construction the SWPPP Coordinator shall perform site inspections and repairs as required within h WPPP teS SECTION 01400 — UALITY CONTROL SERVICES Q Description: Quality control services include inspections and tests performed by independent agencies and governing authorities, as well as by the Contractor. Inspection and testing services are intended to determine compliance of the work with requirements specified. Specific quality control requirements are specified in individual specification sections. Res onsibilities: P Contractor Responsibilities: Except where indicated as being the Owner's responsibility, quality control services are the Contractor's res onsibilit includin those ecified to be erformed b P Y• 9 sP P Y on independent agency and not by the Contractor. The Contractor shall employ and pay on independent agency, testing laboratory or other qualified firm to perform quality control services specified. The Owner will engage and pay for services of an independent agency to perform the inspections and tests that are specified as Owner's responsibilities. Re e R n i ili Wh re res Its of ins ections or tests do not indicate coin liance with t st espo s b ty. e u p p contract document, retests are the Contractor's responsibility. Responsibility• for Associated Services: The Contractor shall cooperate with independent agencies performing inspections or tests. Provide auxiliary services as are reasonable. Auxiliary services include: Provide access to the work. Assist taking samples. Deliver samples to test laboratory. Coordination: The Contractor and independent test agency shall coordinate the sequence of their activities. Avoid removing and replacing work to accommodate inspections and tests. The Contractor is responsible for scheduling times for inspections and tests. Qualifications for Service Agencies: Engage inspection and test service agencies which are prequalified as complying with 'Recommended Requirements for Independent Laboratory Qualification" by the American Council of Independent Laboratories. Submittals: Submit a certified written report of each inspection, test or similar service, in duplicate to the Engineer. Report Data: Written inspection or test reports shall include: Nome of testing agency or test laboratory. Dotes and locations of samples, tests or inspections. Names of individuals present. Complete inspection or test data. Test results. Interpretations. Recommendations. Repair and Protection: Upon completion of inspection or testing repair damaged work and restore substrates and finishes. Comply with requirements for "Cutting and Patching". The contractor shall be responsible for retaining a registered surveyor to prepare as —built drawings of all improvements. Approved as —built drawings must be provided to the engineer prior to receiving final approval. SECTION 02110 — SITE CLEARING PART 1 - GENERAL DESCRIPTION OF WORK: Extent of site clearin is shown on drawin s. 9 9 Site clearing work includes, but is not limited to: Protection of existing trees. Removal or relocation of trees and other vegetation. Topsoil stripping. Clearing and grubbing. Removing above -grade improvements. Removing below -grade improvements. JOB CONDITIONS: Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from authorities having jurisdiction. Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. Protect improvements on adjoining properties and on Owners property. Restore damaged improvements to their original condition, as acceptable to parties having jurisdiction. Protection of Existing Trees and Vegetation: Protect existing trees and other vegetation indicated to remain in place, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be left standing. Water trees and other vegetation to remain within limits of contract work as required to maintain their health during course of construction operations. Provide protection for roots over 1" diameter cut during construction operations. f c wi h n ul ifi halt or other acce table coatin formulated for use Coat cut a es t a era s ed asp p g, on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible. Repair or replace trees and vegetation indicated to remain which are damaged by construction operations, in a manner acceptable to Landscape Architect, Employ licensed arborist to repair damages to trees and shrubs. Replace trees which cannot be repaired and restored to full -growth status, as determined by arborist. Salvable Improvements: Carefully remove items indicated to be salvaged, and store on Owner's premises where indicated or directed. PART 2 - PRODUCTS Not applicable to work of this section. PART 3 - EXECUTION SITE CLEARING. General: Remove trees, shrubs, grass and other vegetation, improvements, or obstructions interfering with installation of new construction, Remove such items elsewhere on site or premises as specifically indicated. Removal includes digging out stumps and roots. Protect existing trees to be preserved. Carefully and cleanly cut roots and branches of trees with clean sharp pruning tools where indicated to be left standing, and where such roots and branches obstruct new construction. Topsoil: Topsoil is defined as friable clay loam surface soil found in a depth of not less than 4". Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and other object over 2" in diameter, and without weeds, roots, and other objectionable material. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. Remove heavy growths of gross from areas before stripping. Stockpile topsoil in storage piles in areas shown, or where directed. Construct storage piles to freely drain surface water. Cover storage piles, if required, to prevent wind—blown dust. Dispose of unsuitable or excess topsoil same as waste material, herein specified. Clearing and Grubbing: Clear site of trees, shrubs and other vegetation, except for those indicated to be left standing. The buildin reas 1 minimum f 3 foe mar ins on all sides should be cleared and ga ,pus o t g stripped of oil vegetation and surface organics and any other deleterious materials which may be encountered. Completely remove stumps, roots, and other debris protruding through ground surface. Fill depressions caused by clearing and grubbing operations with satisfactory soil material. Unless further excavation of earthwork is indicated. Fill shall be of clean, find sand AASHTO Class A-3 and shall be placed in loose lifts not exceeding 8" in thickness and compacted to at least 95% of modified proctor maximum dry density (ASTM D-1557). Use only hand methods for grubbing inside drip line of trees indicated to be left standing. Removal of Improvements: Remove existing above -grade and below -grade improvements necessary to permit construction, and other work as indicated. The locations of all existing utilities shown on these plans have been determined from the best information available and are given for the convenience of the contractor. The Engineer assumes no responsibility for their accuracy. Prior to the start of any demolition activity, the contractor shall notify the utility companies for onsite locations of existing utilities. Chapter 553.851 of the Florida Statutes requires that an excavator notify all gas utilities a minimum of two (2) working days prior to excavating. Prior to any removal of any underground tank and other component, contractor must completely drain the systems to an approved sanitation tank for disposal to an approved location. All existing sewers, piping and utilities shown are not to be interpreted and the exact location, or as the onl obstacles that ma occur on the site. Verif exis in n i i n and r ee wi h y y y t gcodtos poc d t caution around an antici o e fea re ive no i II ili r r in r y p t d to s. G t ce to a ut ty companies egad g dest uction and removal of all service lines and cap all lines before proceeding with the work. Electrical, telephone, cable, and/or gas lines needing to be removed or relocated shall be coordinated with the affected utility company. Contractor must stop operation and notify the owner for proper direction if any environmental or health related contaminate is encountered during demolition/excavation process. Prior to any clearing or demolition occurring, all erosion control devices are to be installed. Abandonment or removal of r in n r r n i e r w n ivil ce to u de ou d o condwts ma be she n o c or 9 PP Y electrical drawin s and is included under work of those sec ions R m v I f abandoned g. t e o o 0 underground piping or conduit interfering with construction is included under this section. PAVEMENT REMOVAL A. Where existing pavement is to be removed, saw —cut the surfacing leaving a uniform and straight edge with minimum disturbance to the remaining adjacent surfacing. If construction results in raveling of the saw —cut surface, recut back from the raveled ed a rior to rest ra i n 9 P o to . B. Where existing pavement, curb and gutter, sidewalk, driveway, or valley gutter is removed for the purpose of constructing or removing box culverts, pipe, inlets, manholes, a urtenances faciilities or structures said avement etc. shall be re laced and PP P P restored in equal or better condition than the original, Contractor shall provide all necessar labor materials a ui ment tools su lies oint and a ui ment re uired. Y 9 P PP P q P q Prior to any clearing or demolition ocurring, all erosion control devices are to be installed. DISPOSAL OF WASTE MATERIALS: Burning on Owner's Property: Burning is not permitted on Owner's property unless valid permit is obtained from Owner and appropriate regulatory agency. Removal from Owner's Property: Remove waste materials and unsuitable end excess topsoil from Owner's property and dispose of off site in legal manner. SECTION 02200 — EARTHWORK PART 1 - GENERAL DESCRIPTION OF WORK: Extent of earthwork is indicated on drawings. Prior to bidding work the Contractor shall obtain and review a copy of the projects geotechnicol report(s). The contractor shall supplement the reports) with additional soils investigation as required to supply a complete bid. QUALITY ASSURANCE: Codes and Standards: Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. Testing and Inspection Service: The Contractor shall engage and pay for services of an independent Soils Engineer to perform soil testing and inspection service for quality control testing during earthwork operations. The Contractor shall coordinate with, and schedule the services of, the Soils Engineer to facilitate testing required by the Owner throughout construction. SUBMITTALS: Test Reports -Excavating: Submit following reports directly to Engineer from the testing services, with copy to Contractor: Test reports on borrow material. Field density test reports. One optimum moisture -maximum density curve for each type of soil encountered. JOB CONDITIONS: Site Information: Data on indicated subsurface conditions are not intended as representations or warranties of accuracy or continuity between soil bearings. It is expressly understood that Owner will not be responsible for interpretations or conclusions drawn therefrom by Contractor. Data are made available for convenience of Contractor. Additional test borings and other exploratory operations may be made by Contractor at no cost to Owner. Existing Utilities: Locate existing underground utilities in areas of work. If utilities are to remain in place, provide adequate means of support and protection during earthwork operations. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during occupied hours, except when permitted in writing by Engineer and then only after acceptable temporary utility services hove been provided. Use of Explosives: The use of explosives is not permitted unless valid permit is obtained from appropriate regulariory agency. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post with warning lights. Operate warning lights as recommended by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operations. Perform excavation within drip -line of large trees to remain by hand, and protect the root system from damage or dryout to the greatest extent possible. Maintain moist condition for root system and cover exposed roots with burlap. Point root cuts of 1" diameter and larger with emulsified asphalt tree paint. PART 2 - PRODUCTS SOIL MATERIALS: Definitions: Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GW, GP, GM, SM, SW and SP. Unsatisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH and PT, Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, crushed slag, natural or crushed sand. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, with 100% passing a 1-1/2' sieve and not more than 5% passing a No. 4 sieve. Backfill and Fill Materials: Fill soils utilized to raise building and pavement areas to desired grade should consist of clean, granular materials with less than 10% passing No. 200 U. S. standard sieve. PART 3 - EXECUTION EXCAVATION: Excavation is Unclassified, and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. Earth Excavation includes excavation of pavements and other obstructions visible on ground surface; underground structures, utilities and other items indicated to be demolished and removed; together with earth and other materials encountered that are not classified as rock or unauthorized excavation, Additional Excavation: When excavation has reached required sub -grade elevations, notify Engineer who will make on inspection of conditions. If unsuitable bearing materials are encountered at required sub —grade elevations, carry excavations deeper and replace excavated material as directed by Engineer. Removal of unsuitable material and its replacement as directed will be paid on basis of contract conditions relative to changes in work. Stability of Excavation: Slope sides of excavations to comply with focal codes and ordinances have jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. Maintain sides and slopes of excavations in safe condition until completion of backfilling. Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling, uprights, stringers and cross —braces, in good serviceable condition. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavation progresses. Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. In the event the water is encountered during the construction, dewatering shall be conducted. The contractor is solely responsible for the design, installation, operation, and subsequent removal of dewatering systems and their safety and conformity with local codes and regulations. If dewatering equipment needed, exceeds any of the following: 1) 6" Pump Volute; 2) 100,000 GPD total 24 hour (1 day) dewatering, and; 3) 1,000,000 GPD pump capacity, the contractor shall be required to permit the dewatering system with the SJRWMD. The Engin�ar -end/or Owner shall be notified immediately if any of the above thresholds are exceeded. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to conve rain wa r v y to and water remo ed from excavations to collecting or run—off areas. Do not use trench excavations as temporary drainage ditches. Material Stora e: Stock ile satisfactor a cav t d m ri w g p y x a e ate als here directed, until required for backfill or fill. Place, grade and shape stockpiles for proper drainage. Locate and retain soil materials away from edge of excavations. . Do not store within drip line of trees indicated to remain. Dispose of excess soil material and waste materials as herein specified. Excavation for Structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10', and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection. In excavating for footings and foundations, take care not to disturb bottom of excavation. Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines no grades to leave solid base to receive other work. Excavation for Trenches: Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Provide 6" to 9" clearance on both sides of pipe or conduit. Excavate trench es to de th indicated or re it u ed. Carr de th of r h f t enc es or i in to establish P q Y P P P 9 indicated flow ►in es and invert elevations. Beyond building perimeter, keep bottoms of trenches sufficiently below finish grade to avoid freeze —ups. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe. Backfill trenches with concrete where trench excavations pass within 18' of column or wall footings and which ore carried below bottom of such footings, or which pass under wall footings. Place concrete I v to eel of bottom of ad' cen f in o t oat g. Do not backfill trenches until tests and inspections have been made and backfilling authorized by Engineer. Use care in backtilling to avoid damage or displacement of pipe systems. Cold Weather Protection: Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F (1 degree C). COMPACTION: General: Control soil compaction during construction providing minimum percentage of density specified for each area classification indicated below. Percentage of Maximum Density Requirements Compact soil to not less than the following ercenta es of m i - p g ax mum density for soils which exhibit o well defined moisture density relationship (cohesive soils) determined in accordance with ASTM D 1557, AASHTO T-1 60; and not Tess than the following percentages of relative density, determined in accordance with ASTM D 2049 f r - - o soils which will not exhibit a well defined moisture dc;�nsity relationship (cohesionless soils). Structures, Building Slabs and Steps, Pavements: Compact top 12" of subgrode and each layer of backfill or fill material at 95% maximum density for cohesive material or 98% relative density for cohesionless material. Lawn or Unpaved Areas: Compact top 6" of subgrade and each layer of backfill or fill material at 85% maximum density for cohesive soils and 90% relative density for cohesionless soils. Walkways: Compact top 6" of subgrade and each layer of backfill or fill material at 90% maximum density for cohesive material or 95% relative density for cohesionless material. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by discing, harrowing or pulverizing until moisture content is reduced to a satisfactory value. BACKFILL AND FILL: General: Place acceptable soil material in layers to required subgrade elevations, for each area classification listed below. In excavations, use satisfactory excavated or borrow material. Under grassed areas, use satisfactory excavated or borrow material. Under walks and pavements, use subbase material, or satisfactory excavated or borrow material, or combination of both. Under steps, use subbase material. . Under piping and conduit, use subbase material where subbase is indicated under piping or conduit; shape to fit bottom 90 degrees of cylinder. Bockfill excavations as promptly as work permits, but not until completion of the following: Acceptance of construction below finish grade including, where applicable, damp — proofing, waterproofing, and perimeter insulation.. Inspection, testing, approval, and recording locations of underground utilities. Removal of concrete formwork. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. Cut off temporary sheet piling driven below bottom of structures and remove in manner to prevent settlement of the structure or utilities, or leave in place if required. Removal of trash nd ebri a d s. Permanent or t m orar horizontal bracin is in I n h ri n II e p y g p ace o o zo to y supported walls. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills, Plow strip, or break-up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. When existing ground surface has a density less than that specified under "Compaction" for particular area classification, break-up ground surface, pulverize, moisture -condition to optimum moisture content, and compact to required depth and percentage of maximum density. Placement and Compaction: Place backfill and fill materials in layers not more than 16" in loose depth for material compacted by heavy compaction equipment, and not more than 8' in loose depth for material compacted by hand —operated tampers. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Coin act each la er to re uired r n a f m i p y q pe ce t ge o ax mum dry density or relative dry density for each area classification. Place backfill and fill m r' I ev nl ate is s e y adjacent to structures, piping or conduit 10 required elevations. Take care to prevent wedging action of backfill against structures or displacement of piping or conduit by carrying material uniformly around structure, piping or conduit to approximately some elevation in each lift. GRADING: General: Uniformly grade areas within limits -of grading under this section, including adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are indicated, or between such points and existing grades. Grading Outside Building Lines: Grade areas aSdjacent to building lines to drain away from structures and to prevent pending. Finish surfaces free from irregular surface changes, and as follows: Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10' above or below required subgrade elevations. Walks: Shape surface of areas under walks to line, grade and cross—section, with finish surface not more than 0.10' above or below required subgrade elevation. Pavements: Shape surface of areas un.2-me pavement to line, grade and cross—section, with finish surface not more than 1/2" aboaa or beiov required subgrade elevation. Grading Surface of Fill under Building Slabs: Grade smooth and even, free of voids, compacted as specified, and to required elevation. Provide final grades within a tolerance of 1/2" when tested with a 10' straightedge. Compaction: After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification. PAVEMENT SUBBASE COURSE: General: Subbase course consists of placing subbase material, in layers of specified thickness, over subgrade surface to support a pavement base course. See Asphaltic Concrete Paving section for paving specifications. Grade Control: During construction, maintain lines and grades including crown and cross -slope of subbase course. Shoulders: Place shoulders along edges of subbase course to prevent lateral movement. Construct shoulders of acceptable soil materials, placed in such quantity to compact to thickness of each subbase course layer. Compact and roll at least a 12" width of shoulder simultaneously with compacting and rolling of each layer of subbase course. Placing: Place subbase course material or. prepared subgrade in layers of uniform thickness, conforming to indicated cross—section and thickness, Maintain optimum moisture content for compacting subbase material during placement operations. When a compacted subbase course is shown to be 6" thick or less, place material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted. Building Slab Drainage Course: General: Drainage course consists of placement of drainage fill material, in layers of indicated thickness, over subgrade surface to support concrete building slabs. Placin : Plac r in a fill m g e d o ag aterial on prepared subgrade in layers of uniform thickness, conforming to indicated cross-section and thickness. Maintain optimum moisture content for compacting material during placement operations. When a compacted drainage course is shown to be 6" thick or less place material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted. BUILDING SLAB SUBGRADE COURSE: (The building area plus a minimum margin of 5' beyond the perimeter foundation lines, should be cleared of all surface vegetation, roots, topsoil, debris or other deleterious materials. Stripping, excavation, filling, and compaction within building areas shall be preformed in accordance with the geotechnical engineer's recommendation. Prior to beginning the compaction process, moisture contents within the foundation soils should be controlled so that they approach the optimum compaction condition. This may require the use of a dewaterin s tem. If I g ys additions water is required to increase moisture contents, the water should be applied in such a manner that it will not cause erosion or disturbance of the surface soil. A minimum of ten (10) overlapping passes should be made by the vibratory roller. After compaction, the foundation soils should have a minimum density of 95% Modified Proctor (ASTM D 1557) for a depth of at least 2' below footings and floor slabs. Structural fill required to raise the building areas to finish grade, should be placed in thin (12" maximum) level lifts and compacted to 95% of the soils Modified Proctor Density (ASTM D 1557). Fill should not be placed over any natural in —place soils until the natural deposits have been compacted as specified above. Proposed sources of structural fill should be approved by the Soils Engineer prior to their placement within the proposed building areas. Sands which hove less than 10% fines passing a No. 200 Sieve will generally be acceptable provided the moisture content is controlled try ensure that the materials can be compacted to the required density. Soils laced ad' cen tot in t oat s or walls should be careful) c - om acted with a li h r P t ubber tired !a 9 P Y 9 rollers or vi r r b ate late cam actors to av id am h f i o d a e to t o oat n s or walls Th' Y P P 9 9 is material should be placed in level lifts not exceeding 8" loose thickness and compacted to a minimum density of 95% Modified Proctor. The vibratory roller should not be utilized to compact soils adjacent to any completed portions of the structure. FIELD QUALITY CONTROL Quality Control Testing During Construction: Allow testing service to inspect and approve subgrades and fill layers before further construction work is performed. Perform field den i e s i t sts in accordance wi h A TM 1 t 5 D 556 sand cone meth r od o ASTM D Y ( ) 2167 (rubber balloon method), as applicable. Footing Subgrade: For each strata of soil on which footings will be placed, conduct at least one test to verify required design bearing capacities. Subsequent verification and approval of each footin sub r ode ma be based on vi g g y o sual comparison of each subgrade with related tested strata, when acceptable to Architect/Engineer. Column and Continuous Strip Footing: One (1) in -place density testing per column footing and per 100 lineal feet of continuous strip footing. Paved Areas and Building Slab Subgrade: Make at least one field density test of subgrade for every 2,000 sq. ft. of building slab and 5,000 sq. ft, of paved area or of paved area, but in no case less than I 3 tests. n each cam acted fit 1 p I ayes, make one field density test for every 2,OD0 sq. ft. of overlaying building slab and 5,000 sq. ft of paved area, but in no case less than 3 tests. Foundation Wall Backfill: Take at least 2 field density tests, at locations and elevations as directed. If in opinion of Engineer, based on testing service •reports and inspection, subgrade or fills which have been placed are below specified density, provide additional compaction and testing at no additional ex ense, P MAINTENANCE: Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of trash and debris. Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances. Reconditioning Compacted Areas: Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density prior to further construction. Settling: Where settling is measurable or observable at excavated areas during general project warranty period, remove surface (pavement, lawn or other finish), add backfill material, compact, and replace surface treatment. Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible. DISPOSAL OF EXCESS AND WASTE MATERIALS: Removal from Owner's Property. Remove waste materials, including unacceptable excavated material, trash and debris, and dispose of it off Owner's property. SECTION 02513 — PAVEMENT PART 1 - GENERAL DESCRIPTION OF WORK: Extent of asphalt concrete paving work is shown on drawings. Prepared aggregate subbase is specified in earthwork sections. Saw —cutting of edges of existing pavement is specified in site clearing section. SUBMITTALS: Material Certificates: Provide copies to the Engineer of materials certificates signed by material producer and Contractor, certifying that each materiai item complies with, or exceeds, specified requirements. QUALITY ASSURANCE: Codes and Standards: Comply with Florida Department of Transportation's specifications, latest edition, and with local governing regulations if more stringent than herein specified. A qualified paving consultant (Materials Engineer) retained by the Contractor will provide full—time quality control during paving operations. Functions of the Materials Engineer shall include; pre —paving conference, construction observation, review of material certificates, sampling and density and compaction testing of the base and asphaltic concrete mixture. Materials Engineer Inspections Reports: 1. Sub —base compaction report on densities based on one test per 1000 square feet of surface area. a. Test of sub —base shall be in areas where heavy rollers have been used along with areas in tight conditions where plate compactors or other means have been used. 2. Tests for base and asphalt concrete compaction report on densities based on one test per 1000 sf of surface area. a. Test of sub—bose shall be in areas where heavy rollers have been used along with areas in tight conditions where sheeps—foot compactors or other means have been used. Tests shall not be in the same location as the sub —base tests. SITE CONDITIONS: Weather Limitations: Apply prime and tack coats when ambient temperature is above 50 deg.F (10 deg.C), and when temperature has not been below 35 deg.F (1 deg.C) for 12 hours immediately prior to application. Do not apply when base is wet or contains an excess of moisture. Constru t r c asphalt cone etc surface course when atmospheric temperature is above 40 deg.F (4 deg.C), and when base is dry. Base course may be placed when air temperature is above 30 deg.F (-1 deg.C) and rising. Grade Control: Establish and maintain required lines and elevations. PART 2 -PRODUCTS MATERIALS: General: Use locally available materials and gradations which exhibit a satisfactory record of previous installations. Base Course Aggregate: Sound, angular crushed stone, crushed gravel, or crushed slog, sand, stone or slag screenings. Surface Course Aggregate: Crushed stone, crushed gravel, crushed slag, and sharp —edged natural sand. Mineral Filler: Rock or slog dust, hydraulic cement, or other inert material complying with AASHTO M 17 (ASTM D 242). Asphalt Cement: AA`a'TO M 226 (ASTM D 3381) for viscosity —graded material and AASHTO M 20 (ASTM 0 946) fur gene: -afion—graded material. Prime Coat: Cut —back asphalt type; AASHTO M 82 (ASTM D 2027) MC-30, MC-70 or MC- 250. Tack Coat: Emulsified asphalt; AASHTO M 140 (ASTM D 977) or M 208 (D 2397): SS-1, SS- 1h, CSS-1 or CSS-th, diluted with one part water to one part emulsified asphalt. On -site Lane Marking Faint: Chlorinated rubber -alkyd type, AASHTO M 248 (FS TT-P-115), Type III. Wheel Stops: Precast of 3,500 psi air —entrained concrete, approximately 6" high, 9" wide, and 6'0" long, with chomfer ed corners and drainage st ois on underside. All concrete for curbs, pads, inlet aprons, sidewalks, etc. shall be 3,000 psi with a maximum slump of 3" to 4". ASPHALT —AGGREGATE MIXTURE: The asphalt wearing surface shall consist of Type S-3 asphaltic concrete mixture meeting current Florida Department of fronsportation specifications. The wearing surface shall be compacted and placed at a density no less than 97% of the laboratory density for the approved job mix formula. PART 3 - EXECU TION SURFACE PREPARATION: Remove loose material from compacted subbase surface immediately before applying prime coat. Proof roll prepared subbase surface to check for unstable areas and areas requiring additional compaction. Notify contractor of unsatisfactory conditions. Do not begin paving work until deficient subbase areas have been corrected and are ready to receive paving. Prime Coat: Apply at rate of 0.20 to 0.50 gal. per sq. yd., over compacted subgrade. Apply material to penetrate and seal, but not flood, surface. Cure and dry as long as necessary to attain penetration and evaporation of volatile. Tack Coat: A I to contact surfaces of reviousl con r ct st u ed as halt or ortland cement PP Y P Y P P concrete and surfaces abutting or projecting into asphalt concrete pavement. Distribute at rate of 0.05 to 0.15 gal. per sq. yd. of surface. Allow to dry until at proper condition to receive paving. Exercise care in applying bituminous materials to avoid smearing of adjoining concrete surfaces. Remove and clean damaged surfaces. PLACING MIX: General: Place asphalt concrete mixture on prepared surface, spread and strike —off. Spread mixture at minimum temperature of 225 deg.F (107 deg.C). Place inaccessible and small areas by hand. Place each course to required grade, cross—section, and compacted thickness. Hot mix asphaltic concrete binder and surface course in new pavement areas requiring more than one and one—half inches (1-1/2") asphalt thickness shall be installed in two (2) lifts. Asphalt in existing pavement overlay areas shall be a minimum of one inch (1") thick and thickness shall be increased as required to match adjoining pavement grades, Paver Placing: Place in strips not less than 10' wide, unless otherwise acceptable to Engineer. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete base course for a section before placing surface course, if applicable. Joints: Mak e ' tots between I n o d a d new avement r s o between sac i A P cess ve days work, to ensure continuous bond between adjoining work. Construct joints to have same texture, density and smoothness as other sections of asphalt concrete course. Clean contact surfaces and apply tack coat. ROLLING: General: Begin rolling when mixture will bear roller weight without excessive displacement. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. Brea down k Rollin : Accom li sh breakdown r ini ' o tool roltin frame i 9 d stet fotlowin P roltin of 9 Y 9 9 joints and outside edge. Check surface after breakdown rolling, and repair displaced areas by loosening and filling, if required, with hot material. Second Rolling: Follow breakdown rolling as soon as possible, while mixture is hot. Continue second rolling untl mixture has been thoroughly compacted. Finish Rolling: Perform finish rolling while mixture is stilt warm enough for removal of roller marks. Continue rolling until roller marks are eliminated and course has attained maximum density, Patching and repairs: If required, saw cut perimeter of patch and excavate existing pavement section to sound base, Recompact new subgrade. Excavate rectangular or trapezoidal patches, extendin 12" 300 min in to adjacent sound v 9 ( ) ) pa ement, unless otherwise indicated, Cut ex v i ca at on faces v r ' e ttcally, 1. F ll u depth patch: Prime coat faces of excavation and allow to cure before paving. Fill excavation with dense graded, hot mix asphalt base mix and while still hot, compact flush with adjacent surface. 2. Single asphalt course: Partially fill excavation with dense graded, hot mix asphalt base mix and compact while stilt hot. Cover asphalt base course with compacted, hot mix surface layer finished flush with adjacent surfaces. Protection: After final rolling, do not permit vehicular traffic on pavement until it has coded and hardened. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. Swee As hat t auto no m p P p g t ore than 2 days prior to date of substantial completion inspections. TRAFFIC AND LANE MARKINGS: Cleaning: Sweep and clean surface to eliminate loose material and dust. Off -Site Striping: (Within public road right-of-way and access drive.) Striping: Use thermoplastic striping. On —Site Striping: Use chlorinated —rubber base traffic lane —marking paint, factory —mixed, quick — drying, and non —bleeding unless thermoplastic striping is specifically specified (i.e.. fire lone striping, etc.). Color: White unless otherwise specified on civil drawings. Do not apply traffic and lane marking paint until layout and placement has been verified with Engineer. Apply paint with mechanical equipment to produce uniform straight edges. Apply in 2 coats at manufacturer's recommended rates. Protect from traffic until it has attained its full set and hardness. Repaint areas to provide uniform color and appearance. WHEEL STOPS: Secure wheel stops to asphalt concrete surface with not less than two 3/4 " diameter galvanized steel dowels embedded in precast concrete at 1/3 points. Size length of dowel to penetrate at least 6" into asphalt concrete. Drill placement holes oversize and embed dowels in hot bituminous grout material. FIELD QUALITY CONTROL: General: Test in —place asphalt concrete courses for compliance with requirements for thickness and surface smoothness. Repair or remove and replace unacceptable paving as directed by Architect. Thickness: In —place compacted thickness will not be acceptable if exceeding following allowable variation from required thickness: Base Course: 1/2", plus or minus. Surface Course: 1/4", plus or minus. Surface Smoothness: Test finished surface of each asphalt concrete course for smoothness, using 10' straightedge applied parallel with, and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for smoothness. Base Cour se Surf ace: 1 /4 . Wearing Course Surface: 3/16". Crowned Surfaces: Test with crowned template centered and at right angle to crown. Maximum allowable variance form template 1/4". Check surface areas at intervals as directed by Soils Engineer. Core borings shall be preformed for each 20 000 , sq. ft. Of paved area to verify required thicknesses of base and pavement sections. If in the opinion of Engineer, based on testing service reports and inspection, base or pavement sections which have been placed are below specified density or thickness, provide additional compaction and testing at no additional expense. SECTION 02666 - POTABLE WATER SYSTEMS PART 1 - GENERAL DESCRIPTION OF WORK: Extent of potable water system exterior to buildings and excluding Fire Supply System improvements is indicated on drawings and schedules, and by requirements of this section. Refer to Earthwork section for excavation and backfill required for potable water systems; not work of this section. QUALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacturer of potable water systems materials and products, of types and sizes required, whose products have been in satisfactory use in similar service for not less than 5 years. Installers Qualifications: Firm with a least 3 years of successful installation experience on projects with potable water piping work similar to that required for project. Code and Standards: City of Ocoee Code Compliance: Comply with City of Ocoee Requirements and standards for all construction. Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of potable water system materials and products. All water improvements shall be constructed in accordance with City of Ocoee's standards and specifications. Any conflicts between these specifications and the City of Ocoee specifications, then the City s specifications shall prevail. SUBMITTALS: Product Data: Submit manufacturers technical product data and installation instructions for potable water system materials and products. Shop Drawings: Submit shop drawings for potable water system materials to Engineer for approval prior to ordering said materials. Record Drawings: At project closeout, submit record drawings to the Engineer of installed potable water system piping, hydrants, valves, etc, locations and products. Approved record drawings must be provided prior to receiving final approval and payment. Maintenance Data: Submit maintenance data and parts lists for potable water system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual. PART 2 - PRODUCTS PIPES AND PIPE FITTINGS: General: Provide piping materials and factory -fabricated piping products of sizes, types, pressure ratings, and capacities as indicated. Where not indicated, provide proper selection as determined by Installer to comply with installation requirements. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in potable water systems. Where more than one type of materials or products are indicated, selection is Installer's option. For each type of product provide products of one manufacturer and source. Piping: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of same material and weight/class as pipes, with joining method as indicated. All PVC pipe shall bear the NSF logo for potable water use. Ductile -Iron Pipe: AWWA C150 & C151, with cement mortar lining complying with AWWA C104; Class 51 unless otherwise indicated. Fittings: Ductile —iron, AWWA C110: cement lined, AWWA C104: and rubber —gasket joints, AWWA C111. Polyvinyl Chloride (PVC) Pipe: AWWA C900 for sizes 4" through 12"; Class 150, DR 18. Fittings: Ductile -iron complying with AWWA C110, cement lined, with rubber gaskets conforming to AWWA C111. Polyvinyl Chloride (PVC) Pipe: ASTM D 1785, Schedule 40 for sizes 1/2" through 3" Z C7 U) W W 11 ) z 0 i— U_ II U nnLi n V J :x ,. s , :t :/) {. ' V , �, ,.� _J 0- G� >-- �. � _0 c ,,, _1� '') cll C y � �_ � c, ® I___ , .. j __J + U _ Q. ,. W �' a- � U 1 ".. 1 + �f • f �. 4 1�'. 3E• I ie I) N ±= N E u N b t1 F= a � , Z C C fa) O C O O +5 C Q UJ O • O C 'L .= N O C U a C N W a) C l� t) C C C O Ua) O I• � ENGINEER I 1 4W W t\ W N iZ CIO c%i Q F— 0 Z f ,� o V � F— )0 00 (� N Mo J N C C L t D a) Q O U) N U .L a) C 0) a) .5 W 00 1\ O O 10 N n 0 M t_1 C`M cy) 5 N O �T O C O r- 0_ �� - ' , 4 ONALD HE SON II P.E., FL REG. 3483 DESIGN DRAFT - CHECK RMH DSG PROJECT NO. 01054SP DAB OCTOBER, 2001 SCALE N A SHEET 1 g OF 19 CO S Fittings: PVC, Schedule 40 socket -type, solvent cement joints; or elostomeric gasketed joints. Polyethylene (PE) Pipe: AWWA C901 for sizes 1/2" through 3" (minimum pressure 200 psi) at 23.4' copper tube outside diameter per ASTM D 2737, manufactured from Virgin resin meeting ASTM D 1248. It shall have a standard dimension ratio of DR9 (PC200) and a plastic pipe institute rating of PE 3408 per AWWA C901. Fittings: Copper alloy or nylon barbed insert type with 2 strop -type stainless steel clamps over pipe at each insert. VALVES: Gate Valves: Provide as indicated, gate valves, AWWA C500, 175 psi working pressure. Provide threaded, flanged, hub, or other end configurations to suit size of valve and piping connection. Provide inside screw type for use with curb valve box, iron body, bronze -mounted, double disc, parallel seat, non -rising stem. Manufacturers: Subject to compliance with requirements, provide gate valves of one of the following: Clow Corp.; Valve Div. Dresser Mfg.; Div. of Dresser Industries. Fairbanks Co. Kennedy Valve; Div. of ITT Grinnell Valve Co. inc. Stockham Valves and Fittings Inc. Woterous Co. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. Butterfly Valves: Provide as indicated, butterfly valves, AWWA C504, 150 psi working pressure. Provide iron body, bronze disc, stainless steel stem, and metal -reinforced EPDM seat. Manufacturers: Subject to compliance with requirements, provide butterfly valves of one on the following: Demco; Div. of Cooper Industries, Inc. ITT Grinnell Valve Co., Inc. Keystone Valve; Div. of Keystone International Inc. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. Check Valves: Provide as indicated, swing check valves, AWWA C508, 150 psi working pressure. Provide iron body, cast-iron disc, bolted cap. Manufacturers: Subject to compliance with requirements, provide check valves of one of the following: Clow Corp.; Valve Div. Dresser Mfg,; Div, of Dresser Industries Fairbanks Co. Kennedy Valve; Div. of ITT Grinnell Valve Co. Inc. Stockham Valves and Fittings inc. Waterous Co. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. ACCESSORIES: Anchorages: Provide anchorages for tees. Wyss. crosses, plugs, caps, bends, valves, and hydrants. After installation, apply full coat of asphalt or other acceptable corrosion -retarding material to surfaces of ferrous anchorages. Clamps. Strops, and Washers: Steel, ASTM A 506. Rods: Steel, ASTM A 575. Rod Couplings: Malleable iron. ASTM A 197. Bolts: Steel ASTM A 307. Cast -Iron Washers: Gray -iron, ASTM A 126. PART 3 - EXECUTION INSPECTION: General: Examine areas and conditions under which potable water system's materials and products are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. Installation of Identification: General: During back-filling/top-soiling of underground potable water main and services, install continuous underground -EMS magnetic markers, located directly over buried lines at 12" below finished grade. Tracer Wire: Install wire along the top of all PVC mains, leads, and services. Attach tracer wire on top of pipe with duct tape, not to exceed 10 feet on centers. Wire shall be continuosly conductive throughout the installation. Wire shall be brought to the surface in valve boxes, then continued down the valve box, looped around the valve and continued along the pipe. At the splices, the connecting ends of the wires shall be overlapped and tied. The ends shall be stripped and connected with a wire nut to ensure electrical connection and made waterproof with an approved silicone splice kit. INSTALLATION OF PIPE AND PIPE FITTINGS - Ductile -iron Pipe: Install in accordance with AWWA C600 "Standard for Installation of Ductile -Iron Water Mains and Their Appurtenances". Polyvinyl Chloride Pipe: Install in accordance with manufacturer's installation instructions. Polyethylene Pipe: Install in accordance with manufacturers installation instructions. No splicing together service laterals, they must be one continuous run from main to curb stop. Restrain joint is required at all bends, valves, fire hydrants and water main terminations. Depth of Cover: Provide minimum cover over piping of 12" below average local frost depth or 36" below finished grade, whichever is greater, and a maximum of 4' unless otherwise specifically approved by the Engineer. Water Main Connection: Tap water main with size and in location as indicated, in accordance with requirements of water City of Ocoee. Provide curb valve and curb box as indicated. Contractor shall follow the requirements of the temporary jumper connection when connecting to existing water mains for potable and/or fire protection services. Water Service Termination: Terminate potable water piping 5'-O" from building foundation in location and invert as indicated. Provide temporary pipe plug for piping extension into building. All pipe is to be laid in a dry trench. The contractor shalt provide dewatering as required to maintain dry trench throughout construction. Plug all lines under construction at the end of the working day to prevent ground water and potential contaminants from entering completed lines and lines under construction. All muck and unsuitable materials encountered in trench bottom, shall be removed and replaced with compacted granular material to a minimum of 95% maximum dry density per AASHTO T-180. Proctor and density test results shall be submitted to the Engineer. All trench backfill under future paved areas shall be placed in 12" layers and compacted by mechanical means to a minimum of 957. density per AASHTO T-180 so as to prevent future settlement. Compaction in unpaved areas shall be a minimum of 857. maximum dry density as per AASHTO T-180. ;il9:ff$RX =LIy4 Horizontal Seoaration: A minimum horizontal separation of ten (10) feet outside to outside shall be maintained between water mains and sanitary gravity sewer or storm sewer lines. A minimum horizontal separation of three (3) feet outside to outside shall be maintained between water mains and reclaimed water lines carrying unrestricted public access reuse water. In areas where it is not practical to maintain the required separation, the water main must be laid in a separate trench or on an undisturbed earth shelf located on one side of the sanitary gravity sewer, storm sewer or reclaimed water line at such an elevation that the bottom of the water main is at least 18 inches above the top of the other line. If the minimum allowable (10') horizontal separation or 18" vertical separation in a separate trench cannot be maintained, upgrade the water main to ductile iron if the other line is a storm sewer. If the non -conforming line is a gravity sanitary sewer, and 10' horizontal separation or 18" vertical separation in a seprote trench cannot be maintained, upgrade the gravity sanitary sewer (if being newly installed) to AWWA C-900, D.R. 18 PVC. If the other line is a reclaimed water line and the above separation requirements are not met, upgrade the reclaimed water line material to ductile iron or encase the pipe in concrete. When an upgrade is necessary, the use of ductile iron is prefered. The ductile iron pipe shall be marked with a continuous painted stripe located within the top 90' of the pipe. The stripe shall be a minimum of four (4) inches in width and applied with a brush or roller 24 hours prior to installation. The paint shall be oil based and color shall be purple. There shall be at least a ten (10) foot separation between water mains and sanitary sewer force mains without exception. Field problems shall be reported to the Engineer. Special solutions must be approved by the Engineer and FDEP prior to implementation. Vertical Seoarati A minimum of 18 inches of vertical separation between outside to outside of pipe shall be maintained between water main, sanitary gravity sewer, storm sewer or reclaimed water lines. When there is less than 18" vertical clearance between the water main and storm sewer, the water main shall be upgraded to ductile iron. One full length of pipe shall be centered at the point of crossing. If the non -conforming line is a sanitary gravity sewer where there is less than 18 inches vertical clearance from the water main, upgrade the sanitary gravity sewer to AWWA C-900, D. R. 18 PVC. Pipes shall be located so that joints are as for as possible from each other. If the other line is a reclaimed water line and the above separation requirements are not met, upgrade the reclaimed water line material to ductile iron or encase the pipe in concrete. When an upgrade is necessary, the use of ductile iron is prefered. The ductile iron pipe shall be marked with a continuous painted stripe located within the top 90• of the pipe. The stripe shall be a minimum of four (4) inches in width and applied with a brush or roller 24 hours prior to installation. The point shall be oil based and color shall be purple. It is preferable to lay the water main above the crossing hazard. There shall be an 18 inch vertical separation between water mains and sanitary sewer force mains at crossings without exception. Field problems shall be reported to the Engineer. Special solutions must be approved by the Engineer and FDEP prior to implementation. General Clearance Notes: . Deviations and other alternatives shall be considered on a case -by -case basis and must receive approval from the Engineer and FDEP prior to implementation. No water pipe shall pass through or come in contact with any part of a sanitary sewer manhole or storm sewer structure. Installation of Fire Hydrants: General: All hydrants shall stand plumb, with pumper nozzle facing the travel lane. Hydrants shall be set with the ground line at the location indicated by the Hydrant Manufacturer. Rotation of hydrant head shall be accomplished without removal or disasembly. Hydrant flanges shall not be greater than 8 inches nor less than 2 inches above finish grade. INSTALLATION OF VALVES: General: Install valves as indicated with stems pointing up. All underground valves shall be installed with an adjustable cast iron valve box (screw type) to grade with 8" dia. or as indicated, concrete Collor all around, "WATER" shall be cast in cover. Valve boxes shall be centered and plumb over the operating nut and shall be set so that no shock or stress will be transmitted to the valve. FIELD QUALITY CONTROL: Piping Tests: Conduct piping tests before joints are covered, and after restraints have been installed. Fill pipeline 24 hours prior to testing, and apply test pressure to stabilize system. Use only potable water. Hydrostatic Tests: Test Pressure: The test pressure shall not be less than 150 pounds per square inch. Duration: The duration of each pressure test shall be a minimum of two hours, unless other wise directed by the Engineer. Procedure: After the pipe has been laid, and after inspection by the Engineer and the Owner, all newly laid pipe shall be subjected to a hydrostatic pressure test in accordance with AWWA C600, Sec. 4, M '23 & c 651. The Contractor shall contact the Engineer and the Owner at least 48 hours prior to the test. The Engineer must be present during all tests. Slowly fill the pipe with water and allow to stand for 24 hours. Expel all air from the pipe. Apply and maintain the specified test pressure by continuous pumping if necessary for the entire test period. The test pressure shall be calculated for the point of lowest elevation, or as specified by the Engineer. The pump suction shall be in a barrel or similar device, or metered so that the amount of water required to maintain the test pressure may be measured accurately. Tapping Tees: Tapping tees shall be tested at 100 psi for 15 minutes before the tap is made and separate from the testing of the main lines and service connections. Leakage: Leakage shall be defined as the quantity of water necessary to hold the specified test pressure for the duration of the test period. No pipe installation will be accepted if the leakage is greater than the number of gallons per hour as determined by the following formula: L=ND(P)0.5 7400 In the above formula: L = Allowable leakage, in gallons per hour, N = Number of joints in the length of pipe tested. D = Nominal diameter of pipe, in inches. P = Average test pressure during the leakage test, in pounds per square inch gauge Correction of Excessive Leakage: Should any test of pipe laid disclose leakage greater than that allowed, locate and repair the defective joints or pipe until the leakage of a subsequent test is within the specified allowance. The Engineer must be present during retests. The Contractor shall contact the Engineer and the Owner at least 48 hours prior to the test. Visual Inspection: All exposed areas of pipelines shall be inspected by the Engineer and the Owner for visible leakage under normal operating conditions. Visible leaks shall be repaired by the Contractor at no additional cost to the Owner. Testing of Valves: Valves will be tested at the some time that the adjacent pipeline is tested. If there are any special parts of control systems or operators that might be damaged by the pipelined test, they shall be properly protected. The Contractor will be held responsible for any damage caused by the testing. Hydrostatic Test and Leakage of Service Connections: Test service connections and service connection pipe by either testing in conjunction with the main at the test pressure required for the main, or by testing at the normal hydrostatic main pressure after the main has been completely installed and tested. Inspect visually for leaks and repair any leaks before backfilling. Duration of the test shall be at 15 minutes. Service connection transfers will be visually inspected for leakage by the Engineer and the Owner under normal system pressure. Acceptance: Acceptance of any installation shall be based on the Engineer's and the Owner's inspection, the requirements of AWWA C600, Sec. 4.2.3. and the requirements stated herein. ADJUSTING AND CLEANING: Disinfect all Potable Water Systems per AWWA C 651. Disinfection of Potable Water System: Flush pipe system with clean potable water until no dirty water appears at point of outlet. Fill system with water -chlorine solution containing at least 50 for 4 h minimum. Perform bacteriological ppm of chlorine. Valve off system and let stand o 2 ours minim testing and provide Engineer with acceptable results for two (2) consecutive days at all sample points identified on the Florida Department of Environmental Protection Public Drinking Facility Construction Permit. Upon acceptance by the Engineer, flush system with clean potable water until no chlorine remains in water coming from system. Repeat procedure if contamination is present in bacteriological examination. No connection to the existing potable water system will be made until clearance has been received, from the Engineer. FDEP and the Utility Company. Provide the Engineer an As -built plan of the water main fittings, valves, materials, etc. that have been installed. As -built drawing to be provided at the some time as the bacteriological test results. SECTION 02720 —STORM SEWAGE SYSTEMS PART 1 - GENERAL DESCRIPTION OF WORK: Extent of storm sewage systems work is indicated on drawings and schedules, and by requirements of this section. "Earthwork" for excavation and backfill required for storm sewage systems: not work of this section, "Storm Water Systems" for interior building systems including conductors, horizontal branches, and connections to roof and deck drains; not work of this section, QUALITY ASSURANCE: Manufacturer's Qualifications., Firms regularly engaged in manufacture of storm sewage system's products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 3 years. Installers Qualifications: Firm with at least 3 years of successful installation experience on projects with storm sewage work similar to that required for project. Codes and Standards: Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of storm sewage system's materials and products. Work to be performed within the public right-of-way shall meet the specifications of the governing authority. Environmental Compliance: Comply with applicable portions of local Environmental Agency regulations pertaining to storm sewage systems. SUBMITTALS: Product Data: Submit to the Engineer for approval, manufacturer's technical product data and installation instructions for storm sewage system materials and products. Shop Drawings: Submit to the Engineer for approval prior to ordering said materials. Include pipe materails, size, locations, and inverts. Include details of underground structures, connections, and manholes. Show interface and spatial relationship between piping and proximate structures. Record Drawings: At project closeout, submit record drawings, to the Engineer, of installed storm sewage piping materials, sizes, inverts, and locations. Maintenance Data: Submit maintenance data and parts lists for storm sewage system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual. PART 2 - PRODUCTS PIPES AND PIPE FITTINGS: General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of some material and weight/class as pipes, with joining method as indicated. Reinforced Concrete Pipe: ASTM C 76, Class 11 unless otherwise indicated. Class I available 60"-144"; Class II through V available 12"-144". Fittings: Reinforced concrete, some strength as adjoining pipe, tongue -and -groove gasketed joints complying with ASTM C 443. Polyvinyl Chloride (PVC) Sewer Pipe: ASTM D 3033. Type PSP, SDR 35; or ASTM D 3034, Type PSM, SDR 35. Fittings: PVC, ASTM D 3033 or 3034, solvent cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D2564; or elostomeric joints complying with ASTM D 3212 using elostomeric seals complying with ASTM F 477. STORM SEWER MANHOLES: General: Provide precast reinforced concrete storm sewer manholes as indicated, complying with ASTM C 478. Grout flow -lines of manholes. Manholes Frames and Covers: ASTM A 536, Grade 60-40-18, heavy-duty ductile iron. Include indented top design with lettering "STORM", cast into cover. CATCH BASINS: General: Provide precast reinforced concrete catch basins as indicated. With cost iron grates per ASTM A 536. Grout flow -lines of catch basins. PART 3 - EXECUTION INSTALLATION OF PIPE AND PIPE FITTINGS: General: Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Inspect piping before installation to detect apparent defects. Mork defective materials with white paint and promptly remove from site. Do not store plastic piping or fitting in direct sunlight. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. Place bell ends or groove ends of piping facing upstream. Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. Concrete Pipe: Install in accordance with applicable provisions of ACPA "Concrete Pipe Installation Manual". All concrete pipe joints shall be wrapped with filter fabric per FDOT Index 280, Coordinate with building contractor for building roof drainage system locations - terminate stubs 5' from face of building. 9 Cleaning Piping: Clear interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. In large, accessible piping, brushes and brooms may be used for cleaning. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. Flush lines between manholes, if required, to remove collected debris. Joint Adaptors: Make joinw i p a joints between different types of pipe with standard manufactured adapters and fittings intended for that purpose. Closing Abandoned Utilities: Close open ends of abandoned underground utilities which are indicated to remain in place. Provide sufficiently strong closures to withstand hydro -static or earth pressure which may result after ends of abandoned utilities have been closed. Interior inspection: Inspect piping to determine whether line displacement or other damage has occurred. Make inspections after tines between manholes, or manhole locations, have been installed and approximately 2' of backfill is in place, and again at completion of project. If inspection indicates poor alignment, debris, displaced pipe, infiltration or other defects, correct such defects, and reinspect. PRECAST CONCRETE MANHOLES: General: Place precast concrete sections as indicated, Where manholes occur in pavements, set tops of frames and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, unless otherwise indicated. Install in accordance with ASTM C 891. Provide rubber joint gasket complying with ASTM C 443 at joints of sections. CATCH BASINS: General: Construct catch basins to sizes and shapes indicated. Set frames and grates to elevations indicated. BACKFILLING: General: Conduct backfill operations of open -cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. Compact backfill within pavement areas and up to 3' back of curb to 98% maximum density and backfill outside pavement areas to 95% maximum density per AASHTO T-180 modified. FIELD QUALITY CONTROL: Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. Defects requiring correction include the following: 1. Alignment: Less than full diameter of inside of pipe is visual between structures. 2. Deflection: Flexible piping with deflection that prevents passage of a ball or cylinder of a size not less than 95 percent of piping diameter. 3. Crushed, broken, cracked, or otherwise damaged piping. 4. Infiltration: Water leakage into piping. 5. Exfiltration: Water leakage from or around piping. Replace defective piping using new materials and repeat inspections until defects are within allowances specified. Reinspect and repeat procedure until results are satisfactory. SEC11ON 02730 — SANITARY SEWAGE SYSTEMS PART 1 - GENERAL DESCRIPTION OF WORK: Extent of sanitary sewage systems work is indicated on drawings and schedules, and by requirements of this section. "Eorthwork" for excavation and backfill required for sanitary sewage systems; not work of this section. Concrete work required for sanitary sewage systems: not work of this section. QUALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacture of sanitary sewage system's products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 3 years. Installer's Qualifications: Firm with at least 3 years of successful installation experience on projects with sanitary sewage work similar to that required for project. Codes and Standards: City of Ocoee Code Compliance: Comply with City of Ocoee requirements and standards for all construction. Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of sanitary sewage system materials and products. All sewer improvements shall be constructed in accordance with City of Ocoee's standards and specifications. Any conflicts between these specifications and the City of Ocoee s specifications, then the Citys specifications shall prevail. SUBMITTALS: Product Data: Submit to the Engineer for approval manufacturer's technical product data and installation instructions for sewage system materials and products. Shop Drawings. Submit to the Engineer for approval prior to ordering said materials, shop drawings for sanitary sewage systems showing piping materials, size, locations, and inverts. Include details of underground structures connections, and cleanouts. Record Drawings: At project closeout, submit record drawings to the Engineer of installed sanitary sewage piping manholes and products must include invert, top elevations, locations, etc. Maintenance Data: Submit maintenance data and parts lists for sanitary sewage system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual; in accordance with requirements of Division 1. PART 2 -PRODUCTS PIPES AND PIPE FITTINGS: General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of some material and weight/class as pipes, with joining method as indicated. Polyvinyl Chloride (PVC) Sewer Pipe: ASTM D 3033, Type PSP, SDR 35, or ASTM D 3034, Type PSM, SDR 35. Above available 4" through 15". SDR 35: 4", 6", 8", 10", 12", & 15"; SDR 41: 6", 8", 9", 10", 12", and 15". Fittings: PVC, ASTM D 3033 or ASTM D 3034, solvent -cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D 2564, or elostomeric joints complying with ASTM D 3212 using elostomeric ::eats complying with ASTM F 477. Polyvinyl Chloride (PVC) Force Main Pipe: ASTM D2241, SDR 18, C-900, color green. Force Main Fittings: DIP mechanical joint, cement mortar lined (ANSI 21.4) rated at 350 psi. Ductile Iron Pipe (DIP: ASTM A746, AWWA C151 (Pipe) and AWWA C111 (joints), Class 5, Fastite joints. SANITARY SEWER MANHOLES: General: Provide precast reinforced roncrr;c snnit z y manholes as indicated, and complying with ASTM C 478, Coatings: All manholes shall be pointed inside and out with Bitumostic Super Service Black or Engineer approved equal, 15-mil minimum dry thickness. Pipe Connectors: All pipe connections to the manhole base sections, shall be in accordance with ASTM C923, resilient, of size required. Manhole Frames and Covers: ASTM A536, Grade 60-40-18 ductile -iron casting designed for heavy-duty service. Include indented top design with lettering as shown on plans. All covers to have two penetrating pick holes. CLEAN -OUTS: General: Provide, as indicated, pipe extension to grade with furrule and countersunk clean -out plug. Provide round cost -iron access frame over clean -out, with heavy-duty secured scoriated cover with lifting device. Grease Interceptor: Precast concrete per ASTM C913-98. Two compartment unit with 1/3 overflow capacity beyond design operational size. For installation in traffic areas with less than 24 inches of cover per ASTM C 850-950. PART 3 - EXECUTION INSTALLATION OF PIPE AND FITTINGS: General: Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Inspect piping before installation to detect apparent defects. Do not store plastic pipe or fitting in direct sunlight. Mark defective materials with white paint and promptly remove from site. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. Place bell ends or groove ends of piping facing upstream. Install gaskets in accordance with manufacturers recommendations for use of lubricants, cements, and other special installation requirements, CLEAN -OUT INSTALLATION Install cleanouts and riser extension from sewer pipe to cleanout at grade. Use cast-iron soil pipe fittings in sewer pipes at branches for cleanouts and cast-iron soil pipe for riser extensions to cleanouts. Install piping so cleanouts open in direction of flow in sewer pipe. Set cleanout frames and covers in earth in a cost--in-place concrete block, 18 by 18 by 4 inches deep. Set with tops 1 inch (25 mm) above surrounding earth grade. Set cleanout frames and covers in concrete/asphalt paving with tops flush with surface of paving. Plastic Pipe: Install in accordance with manufacturer's installation recommendations, and in accordance with ASTM D 2321. Sewer Service Termination: Terminate Sanitary sewer piping 5'-O" from face of building in location and at invert as indicated. Provide temporary pipe plug at building termination. Existing utilities: Do not interrupt existing utilities serving adjacent facilities except when permitted and then only after arranging to provide acceptable temporary utility services. Notify Engineer and owner's representative not less than 48 hours in advance of utility interruption. Do not proceed with interruption until coordinating with local utility company. Cleaning Piping: Clear interior of piping .of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each pint as it is completed. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. All muck and unsuitable materials encountered in trench bottom, shall be removed and replaced with compacted granular material to a minimum of 95% maximum dry density per AASHTO T-180. Proctor and density test results shall be submitted to the engineer. All trench backfill under future paved areas shall be placed in 12" layers and compacted by mechanical means to a minimum of 95% density per AASHTO T-180 so as to prevent future settlement. Compaction in unpaved areas shall be a minimum of 90% maximum dry density as per AASHTO T-180. Flush lines between manholes, if required, to remove collected debris: Hydrostatic Testing (force main): Force mains shall be pressure tested at 100 psi for a minimum of 2 hours. See section 02666 (Hydrostatic Testing) for procedures. Gravitysewer mains shall be visually in spected ns ected lam ed b the City f P P o Ocoee Utiliies and the Y ( ) Y Y Engineer, Provide equipment necessary to perform visual inspection and make sure oil lines are cleon, free of debris, all benchs are poured, frames & covers are set and any required touch-ups to the manhole coating has been completed prior to inspection. Provide a minimum of 48 hours notice of lomping inspection. Lomping shall be after all manholes, piping, benching and interior/exterior coatings are installed. Gravity sanitary sewer mains shall also be TV inspected and the site contractor shall provide both the City and the Engineer with o copy of the video tape for review and approval prior to final acceptance. Maximum allowable horizontal and vertical deflection is 1/4". Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. Make inspections after lines between manholes, or manhole locations, have been installed and approximately 2-ft. of backfill is in place, and again at completion of project. If inspection indicates poor alignment, debris, displaced pipe, infiltration, or other defects, correct such defects, and reinspect. SANITARY MANHOLE S: General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, unless otherwise indicated. Install in accordance with ASTM C 891. Provide rubber joint gasket complying with ASTM C 443 at joints of sections. Form continuous concrete channels and benches between inlets and outlets. TAP CONNECTIONS: Make connections to existing piping and underground structures, so that finished work will conform as nearly as practicable to requirements specified for new work. BACKFILLING: General: Conduct backfilling operations of open -cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. FIELD QUALITY CONTROL: Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. SECTION 03310 — CONCRETE PAVEMENT PART 1 - GENERAL - Codes and Standards: ACI 301 "Specifications for Structural Concrete Buildings"; ACI 318," Building Code Requirements for Reinforced Concrete"; comply with applicable provisions except as otherwise indicated. Concrete Testing Service: Employ acceptable testing laboratory to perform materials evaluation, testing and design of concrete mixes. Contractor will employ separate testing laboratory to evaluate concrete delivered to and placed at site. Certificates, signed b,y concrete producer and Contractor, may be submitted in lieu of material testing when acceptable to Engineer. Quality Control: Contractor's testing laboratory will perform sampling and testing during concrete placement, which may include the following, as directed by the Engineer. This testing does not relieve Contractor of responsibility of providing concrete in compliance with specifications. Contractor may perform additional testing as necessary, at no expense to Owner, to ensure quality of concrete. Sampling: ASTM C 172. Slump: ASTM C 143, one test for each load at point of discharge. Air Content: ASTM C 173. one for each set of ccmpressive strength specimens. Compressive Strength: ASTM C 39, one set for each 50 cu. yds. or fraction thereof of each class of concrete; one specimen tested at 7 days, one specimen tested at 28 days, and one retained for later testing, if required. When the total quantity of a given class of concrete is Tess than 50 cu. yds., strength tests may be waived by Engineer if field experience indicates evidence of satisfactory strength. Test results will be reported in writing to the Engineer, Contractor and concrete producer within 24 hours after tests are made. Manufacturer's Data: Submit manufacturer's product data with installation instructions for proprietary materials including reinforcement and forming accessories, admixtures, joint materials, hardeners, curing materials and others as requested by Engineer. Laboratory Reports: Submit 2 copies of laboratory test or evaluation reports for concrete materials and mix designs. Mix Proportions and Design: Proportion mixes complying with mix design procedures specified in ACI 301. Submit written report to Engineer for each proposed concrete mix at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed and are acceptable to the Engineer. Mix designs may be adjusted when material characteristics, job conditions, weather, test results or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by the Engineer. Use air -entering admixture in all concrete, providing not less than 4% nor more than 8% entrained air for concrete exposed to freezing and thawing, and from 2% to 4% for other concrete. Unless otherwise noted on the Site Construction Plans, all concrete shall be a minimum of 3.000 PSI as 28 days. with 3 to 4 inch slump at time of pour. PART 2 - CONCRETE MATERIALS: Portland Cement: ASTM C 150. Type as required. Fly Ash: ASTM C 618. Type C or F. Limit use of fly cash in concrete mix design to not exceed 25% of cement content by weight. Aggregates: ASTM C 33, except local aggregates of proven durability may be used when acceptable to Architect. Water: Drinkable. Air -Entraining Admixture: ASTM C 260. Water -Reducing Admixture: ASTM C 494; type as required to suit project conditions. Only use admixtures which have been tested and accepted in mix designs, unless otherwise acceptable. Related Materials: Waterstops: Flat dumbbell or center -bulb type, size to suit joints, of either rubber (CRD C 513) or PVC (CRD C 572). Moisture Barrier: Clear 8-mils thick polyethylene; polyethylene -coated barrier paper; 1/8" thick asphalt core membrane sheet. Membrane -Forming Curing Compound: ASTM C 309, Type 1. Joint Fillers: See Division-7. Form Materials: Provide form materials with sufficient stability to withstand pressure of placed concrete without bow or deflection. Exposed Concrete Surfaces: Suitable material to suit project conditions. Reinforcing Materials: Deformed Reinforcing Bars: ASTM A 615, Grade 60, unless otherwise indicated. Welded Wire Fabric:: ASTM A 185. PART 3 -FORMING AND PLACING CONCRETE -- Job -Site Mixing: Use drum type batch machine mixer, mixing not less than 1-1/2 minutes for one cu. yd. or smaller capacity. Increase mixing time at least 15 seconds for each additional cu. yd. or fraction thereof. Ready -Mix Concrete: ASTM C 94. Form -work: Construct so that concrete members and structures are of correct size, shape, alignment, elevation and position. Provide openings in form -work to accommodate work of other trades. Accurately place and securely support items built into forms. Clean and adjust forms prior to concrete placement. Apply form release agents or wet forms, as required. R i n q et ghte forms during concrete placement, if required, to eliminate mortar leaks. Reinforcement: Position, support and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers and hangers, as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. Install welded wire fabric in as long lengths as practicable, lapping at least one mesh. Concrete Sidewalks: All concrete sidewalks shall be a minimum of 4" thick, except at driveways where they shall be a minimum of 6" thick. Joints: Provide construction, isolation, and control joints as indicated or required. If no expansion joints are shown provide at a maximum of 20 feet on center each way. Provide Expansion Joints between concrete pavement and concrete curbing. If no control pints are shown provide at 10 feet on center each way. Locate construction joints so as to not impoir strength and appearance of structure. Place isolation and control 'pints in slabs -on -ground to stabilize differential settlement and random cracking. Installation of Embedded Items: Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by cost -in -place concrete. Use setting diagrams, templates and 'instructions provided by others for locating and setting. Concrete Placement: Comply with ACI, placing concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping, so that concrete is worked around reinforcement and other embedded items and into forms. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placement and curing. In cold weather comply with ACI 306R. In hot weather comply with ACI 305R. Concrete Finishe s: Exposed -to -view Surfaces: Provide a smooth finish for exposed concrete surfaces and surfaces that are to be covered with ❑ coating or covering material applied directly to concrete. Remove fins and projections, patch defective areas with cement grout, and rub smooth. Slab Trowel Finish: Apply trowel finish to monolithic slab surfaces that are exposed -to -view or are to be covered with resilient flooring, paint or other thin film coating. Consolidate concrete surfaces by finish trowelling, free of trowel marks, uniform in texture and appearance. Curing: Begin initial curing as soon as free water has disappeared from exposed surfaces. Where possible, keep continuously moist for not less than 72 hours. Continue curing by use of moisture - retaining cover or membrane -forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protections as required to prevent damage to exposed concrete surfaces. Protection: Provide barricades as necessary to prevent damage from vehicles or pedestrians. Sweep concrete paving not more than 2 days prior to date scheduled for substantial completion inspection. TRAFFIC AND LANE MARKINGS: Cleaning: Sweep and clean surface to eliminate loose material and dust, Off -Site Striping: (Within public road right-of-way and access drive.) Striping: Use thermoplastic striping. On -Site Striping: Use chlorinated -rubber base traffic lane -marking paint, factory -mixed, quick - drying, non -bleeding, 2 coats minimum, unless thermoplastic striping is specifically specified (i.e. fire lane striping, etc.). Color: White unless otherwise specified on civil drawings. Do not apply traffic and lane marking paint until layout and placement has been verified with Engineer. Apply point with mechanical equipment to produce uniform straight edges. Apply in 2 coats at manufacturers recommended rates. Protect from traffic until it has attained its full set and hardness. Repaint areas to provide uniform color and appearance. H Z ., `•. W M O U to Z _ ;") � _� __ C.� . Z. O <n �7_ 5 U lip Of W >- .,I .< ? Z <r {—; _J U G CL_ :D d W W - I � I.t.S ,,,� c� � {— a (. C. i . D l-` _ Q� O.. 0— U CY n 11, \ J I I dt O -I I .-I cig WKht �� v� C�r) TT �+J 0 V W �' d- r�r "`�I LL. o X. X r ""�f I I - (cr) y� W rz 1 75 --\ 0- 1-4 � � r� `- � o ([���'j �` 6� ko 't-% 64 11 1 `. .' — 0 O N ft-_ vt a) t(D -a Z C: C Iv O b O p t IJ Q W O • v S` � vL �_ U L C tU W N _C_ O C w C O o U2 O I• CL f) O C � O C O () M W W N De (`7 v) Q f-- Q Q � <o V LL i__ )0 00 v) N 1-0 z Mo __.t w W 0 0 4 0 tv C !_ L Ic D O t_ 0 0) a) U a) to 1Z 0) .iZ LLI 00 tl� t O O 10 N t\ O T a u- M n t'M cY) t'M O Nt C O J✓ it. ENGINEER I '-';R 4 RONALD HEN ON II;; P.E.. FL REG. 3483 DESIGN DRAFT -T CHECK RMH DsGI � 11 PROJECT NO. 01054SP DATE OCTOBER, 2001 SCALE N/A SHEET 19 OF 19 MATCH LINE X Cir COMMERCI) (BY OTHER { F ISLAND DETAIL CREEK = r �. `LU I _ r TRACT "Of Uj NSERVATION AREA co a ���0) W Q Li 1 '7�Of 44 6.4 0 ti I CIO q Q z � Q w t I °— C� o Q U W cf) W 0 � z o Q � 0 Q 1 Q) � � O C , 04 �G L CL \ E a) 75 z c O o o a L1 N C u 0 o ce cy") i-I o O z N Q " a (D L - U = Q CO 10 "� CD � z o W 00 iy r4 V N V U v) �0 ti o ,L- td J '.' I h 0) O C 7 M L co c 0 O br O c:7a _ _ O LL- u -c CL KEY MAP x--- ENGINEER DESIGN DRAFT CHECK RMH DSG PROJECT NO. 01054E [DATEEET OCTOBER, 2001 ALE30' L2 OF, 3 - { i zv fit., i S r MULTI —FAMILY (BY OTHERS) . _ l , ^ ;,C"^ mow. L..I...i _ 21 s l f,X: , e 121 __ _ , #...... r \Callv II 121 15 121 r f. r E 1121 60MOMM al (j r4 115CIO \ ` r } 115 DRY RETENTION ♦ 1 11s II o llz� [:�rz, Li ' 115 Q^ 0- 121 --- II a 04 Q , F < W N 115 o 7: 121 _ 121— � W. s 121— II i ammillilmm 1 121--` 7 ) TRACT 'IQ" � Q COMMERCIAL (BY OTHERS) W n Q) • < CJ G-1 LANDSCAPE LEGEND — HO#203-070 (%} CITY OF OCOEE LANDSCAPE CODE NOTES QTY CODE BOTANICAL/COMMON NAME SPECIFICATIONS -All ground or wall mounted equipment to be screened by landscaping of a height to screen equipment. 8 LJT Ligustrum japonicum tree 8-1 O' x 8-10', 1" dbh ea trk, 3-4 trk min, cont, -All back flow preventer assemblies and ground utilities to be painted black and screened with shrubs. z C) Ligustrum tree spec, hvy cnpy -A clear safe sight triangle must be maintained on the entrance drive. Within each triangle there must be no structure or Q 100 PQU Paspalum quadrifarium full; 3g, 42"oc landscape materials that could block a driver's view between the levels of 2 Mi and 10 feet above the drive. Evergreen paspalum grass -All landscape areas to receive either plantings with mulch or Angentine Bahia solid sod or Floratam St. Augustine solid sod. •3,2`15P QV Quercus virginiana 10,-IW)(4�6% dbh, cont Live oak CONSERVATION AREA 515 TAB Trachelospermum asiaticu,n `Bronze Beauty' full, 1g, 24"oc Bronze Beauty Asian jasmine 64 VOBM Viburnum obovatum `Mrs. Schiller's Delight' 12-15" oa, 3g, 30"oc Mrs. Schiller's Delight Walter's viburnum (H) PNO Paspalum notatum `Argentine' whole, solid pieces, as required, Argentine Bahia grass denoted w/ graphic stippling and or `sod' h't SSP Stenotaphrum secundatum `Floratam' whole, solid pieces, as required, ABBREVIATION LEGEND Floratam St. Augustine grass denoted w/ graphic stippling and/or `sod' b&b balled & burlapped T a Pine bark medium nuggets mulch cy at 3" depth and as noted bt boots N u ,n bpp bibbs per pot LANDSCAPE NOTES c caliper E 9 cnp canopy 0)Q m 6 coll collected E @� .O -Landscape contractor (LC) shall be responsible for all materials and work called for on the landscape plans and in the landscape Q cont container 0 z notes and legend. Plans shall rule if there are any discrepancies in material quantities. All quantities to be verified. ct clear trunk O o s -LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the project. O o r cy cubic yards -LC shall coordinate their work with other contractors to assure efficient and timely completion of the work. o W 1r C -LC shall be responsible for supplying all mdia diameter L W N Uaterials, labor and equipment for the performance of their portion of the work. STAKE exstg existing 0 0 t� tx. ^ // -LC to verify all existing grades, dimensions and field conditions and notify owner of discrepancies before proceeding with work. fg field grown a ,� .- F— • �, 0 LC to call Sunshine State One at 800-432-4770 to have all utilities located. GUY WIRE � to Q • 0 ftg full to ground o u 0 C Q r70 -LC to protect existing utilities, structures, surfaces and vegetation noted to be saved and be responsible for repair/replacement. TREE TRUNK g gallon 0 LL' 4- 7- -Protect N •2 trees to be saved perdetail. Vehicle parking, material storage, or soil removal/addition is not permitted within driplines, ht height =� ° 0 g a ¢ �j -Round-Up shall be applied twice at ten day intervals onto all areas of existing vegetations that are to be planted. Extreme care - 12O' hvy heavy a d 0 Q shall be taken to prevent overspray and/or drift onto existing plant material to be saved. Mfr's recommendations shall be If linear feetrV ¢ b Q� ,—y O 0 followed. Remainingweeds and their roots shall be removed b hand prior to installation of plants. Res routin weeds and plants BLACK HosE OR STRAP 1N Ivs leaves w W W N N LL r Y p P P g P �� FIGURE 8 AT STAGGERED z w > M v, w are the responsibility of the LC through the one year warranty period. ; LOCATIONS ALONG TRUNK mt multi -trunk a a w ¢ �� N o m r-� c U = n co ` -All plant materials shall be graded Florida No. 1 or better as outlined under current Grades and Standards for Nurse Plants. GALV. TURNBUCKLE 6" LONG oa overall _ a c _ x o - n I— Y . . -2 co a o Division of Plant Industry, State of Florida, unless otiienvise noted. Dbh means diameter (caliper) of trunk at breast height (4 1/2' 12 GAUGE GALV. WIRE SAUCER AT EDGE OF ROOTBALL oc on center � Y G g 0 w , - � 0 r' SOS 111 unless otherwise noted). All rootballs and containers to be free of weeds and their roots. SLOW RELEASE FERTILIZER square feet w ? C4 Q 0 `O (/ PLASTIC FLAG TABLETS AS SPECIFIED - �� a F-�L�j tu_, ❑ ° N '0 - of Fla.:peat mixed 1/2 with clean topsoil for the backfilling of plant pits and beds shall be required only if. existing MULCH AS w B r 02 z 3 spd spread � ~ ® OII St'UnSUlta FINISH GRADE 2' BELOW TOP ROOT spec specimen o c c-' 9 p (�3 W p r ti unsuitable for planting and/or contains lime rock or construction debris (to be removed). SPECIFIED 4' 3 Q (� V -Trees & palms shall` be installed so their top foot is visible and 2" above finished grade. Do not apply the 1 1/2" of FROM TRUNK PRESSURE WITHIN WWGO RING KE SSt single straight trunk mulch to the top of the rootball until after inspection of each tree. BAGKFILL AS e O , st single trunk ° o `O z X 4 > D R N TI O N \ a 1' BURIED 3" BELOW GRADE O w D SPECIFIED :m ', . - stk staked in pot � 0 >L -Landscape architect is not responsible for adverse soil or drainage conditions, determining sub -surface soil conditions, 1 — FROM TOP REMOVE BULAP FR `�- underground objects/utilities or the accuracy of property lines or information portrayed on surveys or on documents or plans .: -� a _• _ V3 of RO ALL NONALL st stems �� T o l- — W REMOVE ALL NON-BIODEGRADEABLE trim trellis «° �' n rovided ti others. Owner or their agent is sole) responsible for future maintenance of all plantings to maintain safe visibility 1_�—Ill II —III ll COVERINGS N - P Y 9 Y P P g y '" tr' trunks . .- T--•t o `? within all visibility sight triangles and vehicular use and pedestrian areas within and immediately adjacent to the site. PLANTING HOLE TO BEt s BGTRALL ON UNExCAVATED trans transplant u - ` r ' C.I� C: -0 co - -Finished grade prior to mulching or sodding to be 3" below top of adjacent surfaces such as walks, curbs and driveways 24' WIDER FOR ROOTBALLS UNDER 3' DIA. typ typical a52. extending p'eroeiri ul'arly from the surface edge for a minimum distance of 24", 46° WIDER FOR ROOYBALLS OVER 3' olA. \, m C:)o \1 _ -All palms, trees, shrubs and groundcoVers shall be fertilized with Agriform 20-10-5 or SierraTabs 16 8-12 planting tablets. One a tablet/ 1 al 2 tablets/ 3 3 TYPICAL TREE PLANTING GUYING DETAIL — ai \C g gal, tablets/ 5 or 7 gal, 4 tablets/ 10 gal and one tablet/ each 1/2 of tree trunk diameter. Application TY C L EE N �15 shall be as per the details and mfr's recommendation. N.T.S. U o 0 -Apply Ronstar or approved equal to all planting beds following mfes. recommendations after planting and prior to mulching.CL -All planting beds and trees to receive med. pine bark mulch. All rootballs of trees (which require 4 foot wide mulch rings in turf KEY MAP areas) shall be mulched to a 1 '/Z" depth following inspection. All other planting beds to receive a 3" depth. Mulch shall not touch FINISH GRADE 1' �--- ENGINEER `� ^ w '� L, : BELOW ROOTBALL trunks or stems or be a lied within the crowns of roundcovers or over their branches or foliage. �'"� n : • f„^; MULCH AS SPECIFIED, 3' FROM TRUNK PP 9 9 . r:� ,.:._ . -LC to maintain all plant material in a plumb, upright and stable condition. All trees/palms to be guyed/staked as per details. c ,..A,,,•. ,~.1 ;.. % t OFF OF BRANCHES t FOLIAGE .� -LC to remove all bags (unless biodegradable), tags, ties, wires, ropes, stakes and nursery attachments from all plant material. N.I t i SLOW RELEASE FERTILIZER +� TABLETS AS SPECIFIED RONALD HENSON II, P.E., FL REG. 34836 �y ® -LC shall be responsible to keep plant material in a healthy, watered, insect/pest free condition until owner's final acceptance. BAGKFILL AS SPECIFIED DESIGN DRAFT CHECK -LC to provide a one-year warrant for trees, three months for shrubs, roundcovers & vines and thin da s for sod. Warrant } " '_' ' P y Y g Y Y Y ^- t Period shall start With ', =s r ' p th final acceptance by owner. All plant material shall be alive and in satisfactory growth at the end of the ri - RMH DSG '` O COMMERCIAL (BY OTHERS warranty period. Replacement plant material shall be warranted for ninety days sod for thirtydays) from replacement ' •i ( ) P P Y Y ( Y ) p ment date. REMovE ALL NON-BIODEGRA A DE BLE PR OJECT ECT N 0. COVERINGS I Warranty ER n shall NGS <><r II apply l only to Y material that dies due to oor quality, improper er handli or installation II pP Y Y p q y> p p handling ,n to afion practices. Generally, material ;_<>-� , :r,::; ; 0105�-L transplanted on site shall not be warranted. Adverse weather conditions shall not apply. Proper watering and maintenance are the SU�s a OE � UNEXCAVATED s owners responsibility during the warranty period`." R -Hedges to g be maintained at a 4 DATE height or proper height to screen utilities. 2X ``<' � -Provide 100% coverage of all landscape areas using auforiiatic underground irrigation system with rain sensor. ..;�:;<; ; ��•<. .'::,:.:�::..;' .; OCTOBER, 2001 t L SCALE TYPICAL SHRUB/GROUNDCOVER PLANTING DETAIL �� r- 1 = 30 N,T.S. -1 SHEET L3 OF 3 T rnsA :C ; T A FAMILY(BY OTHERS) TF;ACT N CONSERVATION AREA THREAD OF EXISTING CREEK & 5 T> VE WE GPM "' <j eA\T T �� 2\% TRACT ®[F®T k �. T T 3' RECREATION T; ` It T t T :° T x 3a•T', i T #} l T ?t T 1 u , T !It ` Wit } � } AI, T Tjl.: 5. ;T g } _ f Tl l o T ; j T i �¢ jg j �,. 4e 4FTt }T i j Ti t i Grt t 1 I$T # g T T; 'a7 3 T i f T IF o O O € f�7 to Nj M I T $ ; T DRY RETENTION = = IiT I f �T' a§ € t T T# € T 3 1 ; T $3jw�. rTg T(Qf% A Ti j 102 — T T T$ T� 1TI i'T _II T I## T } �' x3 $ rT T T TI 'T — 7aT T ' "I T' I# u.� T # Y T 34, 12 WE _c , __ __ , - I . [I'M 1' \ l T E �. \ T! I \ \ Tjcpm 11/i® 28 Twoo I T I 10 T? T TZiy a ,T R2 ti $ l f # � 3 MATCH LINE XI TRACT E SINGLE FAMILY (BY OTHERS) 0 113 105 TACT Ca v_.— — THREAD OF EXISTING CREEK W 1 KEY MAP C/) 0_ u7.. < 5 C; W � c. ice) ...• Lu e_3 �-,. �•. tt Lj \ 4 pE V Qr co `� co co � � I w 0- O r„ �., D N O o No +• W (-, N O O •� cle ce) i� D Q Q.1D O Z N - N Q 0 0 -0 C U .w P H Q 00 0 al ZD0 00 Ld® S 3 N 0 w Q C o `O Z x oN U (y)0 o CIO • �..�..( • E O I? c O 0.co CD C 4- O 0 N U_ C_ IL ENGINEER DESIGN I DRAFT CHECK O LWS LWS RMH PROJECT N0. 010541 R DATE OCTOBER, 2003 L SCALE ,) „ _ 30' � r SHEET 11 OF 3 A _c� iNE x Ti CON! LiT COMMEIRU Y OTHER B ( � �HEP ME T V .5 1 Nj7*-1 DETAIL I CREEK TRACT '90'9 i,RVATION AREA 01 0 0 KEY MAP 3L h 4-2 U) (Z) -z 0 L—r' CL- U-3 u-1 C- • • (D cq t= a) E @) 0- - z 0 -1-- c: 00 2 c: tu Lo 0(D E N r�' ' C 'c LU 2. 0 'o ry c") <=> V) < 0 C) Z — -2 < ry 0)(03 Die 0 U- w -r' ci 00 0 0 1%0 Li C: 00 C) o or) (/) F� ON.w r-1 0 < 7Co No D : C_4 Z 0 (Y) 0 U- o 2 (L 4a plill 114 0 4.- 1? c: -2 0 0 0 a_ ENGINEER DESIGN DRAFT CHECK LWS I LWS RMH PROJECT NO. 01 0541R DATE OCTOBER, 2003 L SCALE 30, r- SHEET 12 OF 3 LEGEND ® � RAIt�IRD 1800 SERIES b' POP-UP _....................... ....... ........ ..... ...._.W. , .,,.......W....... .,..._.......,.........................._.........................,....... ® I RANBIRD ISM SERIES 12 POP-UP ............................................... 4.............,....................... ...... ...............................,...............................,.........,.............................. ® RAMIRD W04 BUBBLER ON M.EX PIPE ® € CLASS 200 PVC MAINLINE-2 01 CLASS 200 PVC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER: 1 SIZE IS SHOLLN. MINIMUM SIZE OP 3/4' (EXCEPT RISERS AND FLEX P W. w_._..._.... ,. ..._......W.......__ . __..._.....__ W.._......_.....W.__....W......................._......_..._....._.W.._.__. _......_.................... _ .v........_..._..... ._...,....... SCk 40 SLEEVE (MINIMUM OF 1B' DEPTH AND 2 SIXES LARGER THAN THE PIPE SIZE OR AS LABELED ON THE PLAN) __...__................._.........�. _..._ ..,...... ......................._....._._._..............._..._......... ......................... _...._.............._.. .............. [ HUNTER ICV ELECTRIC VALVE.1 1/2' OR SIZE AS SHOWN ON THE ZONE LABEL INSTALL VALVE N AN AMETEK 10' RO(ND E VALVE BOX. CONTR oLLER-RANBIRD ESP-LX 24 STATION ON PEDESTAL. AS C SHOLUN ON THE FLAK INSTALL WITH A MINI-CLIK II RAN SENSOR. GROLM WITH A MIN" V COPPER CLAD ROD. SLEEVE TO AS I REQUIRED. INSTALL b EXTRA CONTROL. WIRES TO A VALVE (30X AT THIS,01 X POINT FOR POSSIBLE FUTUR S USE. l TWO LOCATIONS) ? 1 5 PONT OF CONNECTION TO A 1 1/2' REUSE METER SEE UTILITY PLAN. r <s� 1) TO THE LANDSCAPE PLAN* WHEN TRENCHING TO AVOID TREES AND B no& NAND DRS AROIIo ANY EXISTING TREES. 00 NOT CUT ANY ROOM OVER 2' N DIAMETER 2) ALL MAINLINE fMPM SMALL W WMW TO A MNIMt,M DEPM Op 18' Op COVER ALL LATERAL M"419 SMALL BE BURIED TO A MNMIM DEI-M Op a, Op COVER 3) ALL POP-UP ROrt'ORb ,AND SPRAYS SMALL CR WALLED UOM AN 16' PVC RAX PIPE CO"CtkX DO NOT UM POLI•IZTMLIM PI, 4) ADJUST ALL NIOULES TO REDUCE WATER WLASTE ON R41W SURFACES t ELLXL WIALLO THROME ALL VALVES ON ammus LINES A8 mG>1,IIRED TO PREVENT powNG. USE ADJUSTABLE N=Mgs WAND REMIRIED TO AVOID ANY WATER ON BUILDING WNDOW9` b) ALL FUN" SHALL BE PAINTED BLACK OR A COLOR CHOSEN BY THE LANDSCAPE ARCMPtECt AND SMALL BE STAKED WITMI A STEEL ANa& AND SECURED W1TM PVC ULTRAVIOLET LIGiMT PROTECTED PVC CLAMPS b) ALL CONTROL LURE SPLICES SMALL BE MADE N VALVE BOXES USING KING 'ONE STEP' CONNECTORS AND SEALANT WITH WIRE NUTt!'k. 1) THE C NM4CTOR SMALL PREPARE AN AS -MILT PRAUNG BMOWNG A{.!. IRRIGATION INSTALLATION. THE CONTRACTOR SMALL NEATLY MARK N RED INK ON WHITE 000 PAPER ANY INSTALLATION THAT DEVIATES FROM THIS PLAN. THE AS -WILT DRAWING SMALL ALSO LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASLIREMENTS FROM 14ARD SURFACES. MRA&MOMENTS SMALL BE MARKED ON TMfE PLAN EVEN WI -N ` EOUIpMENI 18 INIWTALLED IN THE EXACT LOCATION AS THE PLAN. B) ALL VALVES, CsATl! VALVES AND C ACK COUPLERS SMALL BE NBTAL.LEp N VALVE BOXES. Tim VALVE BOXES SHALL BE PURPLE WHEN USING REM WATER SHOWN ANY Pl"a SHOWN T CLARST ONL09 Y ALL L SMALL NE W CN T:IAP� RlYY AND INCAM AREA SIDE: THE LANDSCAPE AREAS OR INISI2E A WR 40 SLEEVE. Lb) ALL RISERS SMALL W INSTALLED 12' FROM ANY WALL AND A MNI"LM OP 12' FROM ANY aCgUALK PATIO OR ROAD. (MINIMUM OF V II ERE THERE ARE NO Minn STOPS) THE EXACT HEIGHT OP ANY do 1�� : T 18 SHOIIN N A SlfilLiD EED SMALL EE DEILIMI'INED SY THE LAN DSC'.�AI°E ARCHITECT N I) THE CONTRACTOR SMALL. EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITEB THE CONTRACTOR SMALL BE RRESp"M LE FOR THE P EDIATE REPAIRS AND CST OF ANY DAM6A4E CAUSED EY TW IR WOW, 12) ALL WOW SMALL. BE GUARANTEED FOR ONE YEAR FROM THE DATE OP FINAL. ACCEPTANCE AGAINST ALL DEFECTS N EAUIPME NT AND WORKMANSHIP (OR AS OUTLINED N THE WRITTEN SMOPICATIONS) 13) ELECTRICAL SERVICE TO LOCATION OP THE C 34TROLLE'PR WELL OR pl.Mp SMALL EE PROVIDED TO A JUNCTION BOX OR p1WCOMECT AT TM EC.UNq ENT LOCATION BY THE ELECTRICAL CONTRACTOR OR BY OWNER WFi?N IT 18 NOT PART OF TWE BID PACKAM 14) IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCALE THE PLAN AND CHECK N07= TYPES TO DETSPIMINE THE CORRECT CPACNG OF THE HEAD8. THE CONTRACTOR SMALL NOT SPACE THE MEApB F A"AFR APART OR USE LESS MEADS THAN SHOWN ON THE FLAIL ANY C"s-4ES To 1W MEAD SPACING OR LA`S'OUT, MTN= TILE CONSENT OP THE LANDSCAPE ARCHMUCT OR OANER, SHALL. HOLD THE IRRWATICxN CONTRACTOR RRESPCISIBLE FOR WARRANTY OP THE PLANTS AND OR SOLD N 4MLMA" .�.d B) 40 MQlRS BEFORE OWAW. y r.4.LL I-SM-432-4110 (SUNSHINE STATE ONE CALL CENTEIR) • ALL WMAD6 SMALL BE INSTALLED A MNMM OF Do AWAY PIROM ANY BULVN& (:iG81� LK OURl6 a,• NIO;i2L.E DORY ASSM41SLY F%C StIRMI ELL socems OR ELF U LATERAL LINE MEAD DETAIL COMWI"I >O PL AGd1IT WIM T+E L*C OQAft 1'LJW. *STALL low" N THE CiNtW!! O!� 1FIR I Reese IROdI • PAIN TMIE RIOQO6 ISLACK OR AS rM RAT Cr TMB cam RRC" :Yr m% MAY temps Raw" RZBi� CAI. 4' SC.K ,w REOR a-v_ia�r rleo�rixTtvs< I -A. omm ANIOLE--IIII /"vc "o M mjm NOME CHA f' • ALL VALVE BODES SMALL BE h1AtbC o INSIDE WITH " ZONE NJloR ON PLASTIC CHRISTY TAd* OR AS PER THL Qmrr L SPECIPIG4T101ft VALVE BOX-, r-IN04 cpADE RwIcNeumm TO LATERAL LINE +wnw�s.a,x„o �s LIa'iwim a+•p � wuvl�aac rr�e u T calm wzo.do �'tNac y}y ZONE NUMBER -7 2� 1' IS / C&4LLONS- / PER MINUTE �- VALVE SIRE Z 0 w x z Q n i� =i �a f „a i .L.1 f C:� fry,,':: t_ , A Co ti rl co 0) w ^� 4 co 04p ��� • -+-- N C N i7 .Q � N Q a2:D c � o 0 .o a)} O u U L W N .Z O ° CO aD w o (1)Q Q <0 �6 � U = 0 � - .� 0 0 W 0 0 �W D a Qo 04 z 0 i O U 1,21 "'° 0 - �- 0 �c co o 0 —�70 - �o L7 �- CL ENGINEER :D�ESIGN DRAFT �RMH K WS LWS PROJECT NO. 010541R DATE OCTOBER, 2003 SCALE NONE SHEET 13 OF 3 . �, . . I . 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R: 0 . -0 i6 i,�g.-',?.� o' � a) c . "', 1?11� I _11 I 1101 UPL c _11.1i.il.1111 .1.1. -I.- 0 0 ' . i;,- E: AZ- . - - i 3.18 ACRES - � - a- � — — . - z`1'1.;,'_115f*..'.�_ -�".-;*,�.�"I.,�.'-"�l-.'.�-��. UPLAND ENGINEER � ., _XXIR�1'116_15, . "­`v, .""R 5­'-.�R: CREATION AREA 1, . .. ,..,.',� ..� �! .,,`,,','..'9,Q. . . .�� ..... I' " : I � " - '­1 ", -�.,,�..'X,.,�, 0.61 ACRES (LOWER ZONE) . Ap, - 4 MU -_ RONALD HE ON fi, P.E., FL REG. 34836 - �_ �,-_',,,P�% 'IkP�`, I I . DESIGN , , _� ,,, , 3 � * ­� `_,� � U LAND CREATON AREA WITHN I DRAFT ,I CHECK I - , , ,. _f - 11 - ION AREA _RMH DSG 1.44 ACRES (UPPER AONE) PROJECT NO. . 01054-MITIGATION PLAN DATE OCTOBER, 2001 . SCALE 1 $1 = 100 $ 1 SHEET E N — 1 1 ZONING: Rl—AA VACAlp-ml etalFr-My fiCffi­60, rzm ca50,11, pq vez min- way 12 LAND USE: SINGLE FAMILY RES. 40' DE & UE LOT 13 LOT it -, LOT 37 1 ORB 5031, PC 2192 A 7' Y. > %! is -z;N cr < cr o VD < LID) Of wul _j SINGLE—FAMILY 6 Z co MNY �1110*11­711J > 0 U) LOT 3e n 9 cq Ile 7 !1 '0 —4 VEWUE (6 0 '4 Rlff r)4—;z7 !�-- SF is < O vi ry ry V) L/ Ld 0 < C) N LEGEND 88 - BOTTOM OF BANK BC - BACK OF CURB BM - BENCHMARK BpC - BURIED POWER CABLE CALC CALCULATED C&M CALCULATED & MEASURED CENTRAL ANGLE A CBW CONCRETE BLOCK WALL CF CONCRETE FLUME cHw CONCRETE HEAD WALL CLF CHAIN LINK FENCE M5 - CENTERLINE g Cm - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE CO - CLEAN OUT CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY DE - DRAINAGE EASEMENT D&m - DEEDIDESC & MEASURED DESC - DESCRIPTION Dp - DUMPSTER DW - DRIVEWAY co> - ELECTRIC METER EB - ELECTRICAL BOX ESMT - EASEMENT Elp - EDGE OF PAVEMENT FFE FINISHED FLOOR ELEVsti FIRE HYDRANT rL FLOW LINE FND FOUND -G- GAS LINE GAS METER GUY WIRE ANCHOR • HANDICAP PARKING NCR HANDICAP RAMP t�h: 1w INVERT ELEVATION IP IRON PIPE IR IRON ROD CL ARC LENGTH LP LIGHT POLE LSA LANDSCAPED AREA MEAS - MEASURED FEEq - MITERED END SECTION (0 - MANHOLEOii Qj MONITORING WELL. N&D NAIL & DISK OHE - OVERHEAD ELECTRIC I n OL - ON LINE ; 4 ORB - OFFICIAL RECORDS BOOK (P) PLAT PC POINT OF CURVATURE PEP PER ENGINEERING PLANS �z P1 POINT OF INTERSECTION POH POINT OF BEGINNING Poc POINT OF COMMENCEMENT PP POWER POLE Ps PARKING SPACES PT POINT OF TANGENCY PVC PLASTIC PIPE R CURVE RADIUS RCP REINFORCED CONC. PIPE R/W RIGHT OF WAY SAN - SANITARY LINE SN - SIGN 00.00 - SPOT ELEVATION _SD_ - STORM/DRAIN LINE STMH - STORM MANHOLE F-1 - STORM INLET TB - TOP OF BANK TP - TRAFFIC POLE — - TRAFFIC SIGN TR - TELEPHONE RISER TSB - TRAFFIC SIGNAL BOX TV - CABLE TV RISER TYP - TYPICAL UE - UTILITY EASEMENT UNTL - UNDERGROUND TELEPHONE -W- WATER LINE WF WOOD FENCE WATER METER WATER VALVE ___ pl, '0 BLUE' ,DR. 6 THE' l4AAsPv'jJ)Cf,_Ztr P8 24, :1 G5 49 & 40 c_ L 0 1' r c? LOT 0LOT `3-v 011' 9,1C;V AR;EA ORB 5031, PC 2192 ............ 2000 t') co EVVATI 1, 10,01, _7 7j E= ZIA,, 0 fr "c c", r P Est WC4 atn F% IL %b Rm- Cr FED) & � SINGLE—FAMILY IF LOT 29 L 0 T 3110 LOT 31 LOT 32 'LOT 33 S-110,4L CREEK Gii13, P 13 � 5 73, 74 & 7!5 `-C.R001fED CR. DRIVE 50 .1 RIX ZONING: Rl—AA, LAND USE: SINGLE FAMILY RES. IN �g rwk �1 T A VO.01' L u_ ea pl 71 O .17 v qv H CONSERVATI01' WETLANDS JJURISDICTIONAL LIMITS TYP, A AS FIELD STAXED BY ENV. CONSULTING GROI. — — - — — - — — - — — - TO vVIV OF' ' OCOEE, Pf3 A, PGS ! 00 &_l 1 0 i ZONING: R-3 LAND USE: LOW DENISTY RES. 0 ZONING: A-1 LAND USE: COMMERCIAL �Wb% qv (r_-IN qv MULTI -FAMILY v qv j qv COMMON AREA\ J LAND USE: COMMERCIAL (FDOT BORROW PIT) S ZONING: A-1 P z w We z 0 z 0 =3 W 0 w < LLJ < W Li- I ZONING: C-1, ORANGE CO. I I, no CL LAND USE: COMMERCIAL 2-E N01 N PROPOSED UTIUIJ� L,=,�V � aD D � aD cr F-D t,� I "� 7 EASMENT TM. O M M E R C I A L 9V qV :3 UO 3j +35 COMMERCIAL RAINAGE EASEMENI STA. UGHT111+87 POLE (VAD-rH VARIES) 6&5RT le rt 9 4'WF o ... . ............ 2 7 R a H K CWWOOD A j 11 r R "a E JEN T1 ON I` Ll 7 tr ZONING: C 3. LAND USE: COMMERCIAL K U CEN zik j,"127. m zm. i.. w cy- SW E"' CEIVIIRE', PILAF 90CIlk, i26 pa LIVMff CIENUTZE W Lu LLI Cjl� LIJ D L uj (n cn n w uj I � F� _T `z BUILDING IN- .'s :.h�,,., 1441 I= III 00 cz CO co 0 bi� LA_ xLd CL a. w CL 6 RU Ct. C\2 �� _...__.._-_.... _._ .�.�._ �._� .........• � ? t� ,III �, L < Q) Q) z 8 I I I j I �- ((—�__ AGE PROPOSED 20' DRAIN + EASEMENT TYP. ;F ., I I c� X sz; i II (i J �� m��. tom.... - -- ::,; � i �I I � w :3 (Z) < Q3 H 7. 0 �U-11a��is COMMERCIAL :3Isli IiI 8 + i— b cq _Z� I : > Ly C,4 qv qv C4 E L: a) 0 a) @ CD 2 (D LD LO 0) E -b a) Lu t-1 w C-4 O'F f O0 i. a) > < a) BEIMET' CEMTRE' I Nl gg pe fi, P < 0 (8, ry I U- ub a) 46 1 ZD 0 C? L:u- a) c) c 0 0 0) CN C,4 0 Zo z 0 - U LL u 21 co 40 vommu"4 I? 00 ce) -2 *R TYPICAL UGHT POLE & FIXTURE c 0 co CD CLASS 7Z 150 WATT, REACTOR BALLAST. 0 120 VOLT, TYPE III PATTERN, CUTOFF_0 45 DISTRIBUTION WITH PE RECEPTACLE. 0 c 0 rL ENGINEER RONALD HENSON 11, PE, FL. REG. 34836 DESIGN RMH DRAFT DSG CHECK PROJECT NO. 01 054T DATE JUNE, 2003 SCALE = 100, SHEET LT® 1 THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY THE STATE OF FLORIDAS DEPARTMENT OF TRANSPORTATIONS ROADWAY AND TRAFFIC DESIGN STANDARDS (BOOKLET DATED JANUARY 2002) SIGNAL IZA T ION fo r and PLANS AV. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN ALTERED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. GOVERNING SPECIFICATIONS: STATE OF FLORIDA9 DEPARTMENT OF TRANSPORTATIONS STANDARD SPECIFICATIONS9 DATED 20009 SUPPLEMENTS AND SPECIAL PROVISIONS THERETO IF NOTED IN THE CONTRACT SPECIFICATIONS FOR THIS PROJECT. PLAN SUBMITTAL ENGINEER OF RECORD: SEAN E. DOHERTY9 P.E. FLORIDA P.E. NO.: 46100 DATE: -t PLANS C U i `S--I IJ C T 1011\1 RF('ORn rRAWING "} PROJECT LOCATION MAINE ST T. / Q J SR 54 �C p m � TER Gq Q D, m VICINITY MAP N.T.S. PREPARED BYo 90Y. COMPLETE PLANS RCHECKED SIGNEDEN D &:PROVEDOJECT SHEET l OF 4 N - \ COG,!1 Fll zr TABULATION OF UANTI TIES fA c MAR 4 2C E_ o i' U CT i 0 iN SHEET T-2 PAY I TEM NO. DESCRIPTION UNIT SHEET NUMBERS GRAND TOTAL REF. SHEET T -4 PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 555-1-1 DIRECTIONAL BORE (DIA. LESS THAN 611) LF 240 240 630-1—H CONDUIT (F & I) (ABOVE GROUND) LF 50 50 630-1—I2 CONDUIT (F & I) (UNDERGROUND) LF 380 380 632-7-1 CABLE (SIGNAL) (F & l) Pl l I 635-1-11 PULL AND JUNCTION BOXES (F & l) (PULL BOX) EA 7 7 650-5I-311 TRAFFIC SIGNAL, STANDARD (F & 0 (3 SECTION, I WAY) AS 2 _ 2 650-51—SH TRAFFIC SIGNAL, STANDARD (F & l) (5 SECTION, I WAY) AS 3 3 653—I81 PEDESTRIAN SIGNAL (F & l) (LED) AS 2 2 660-1-101 INDUCTIVE LOOP DETECTOR (F & l) (TYPE i, I CH, R, S) EA 3 3 660-1-102 INDUCTIVE LOOP DETECTOR (F & l) (TYPE 2, 1 CH, R, TD) EA 2 2 660-2-102 LOOP ASSEMBLY (F & IJ (TYPE B) AS 6 6 660-2-106 LOOP ASSEMBLY (F & l) (TYPE F) AS 5 5 670-5-410 ACTUATED SOLID STATE CONTROLLER ASSEMBLY (F & l) (NEMA) (MODIFY) AS / i 690-10 REMOVE TRAFFIC SIGNAL HEAD ASSEMBLY EA 4 4 690-60 REMOVE VEHICLE DETECTOR ASSEMBLY EA I I 700-46-15 SIGN EXISTING (REMOVE) (SPAN WIRE) I I PAY ITEM NOTES 1. ITEM NO. 665-1I, PEDESTRIAN DECTOR SHALL INCLUDE PEDESTRIAN SIGNS FTP-49 "INTERNATIONAL" & FTP-47. 2. PAY ITEM 670-5-410 SHALL INCLUDE PROGRAMMING OF NEW SOP AND TIMINGS INTO THE CONTROLLER AND ALL WORK NECESSARY REQUIRED TO MAKE A FULLY OPERATIONAL TRAFFIC SIGNAL AS SHOWN IN THE PLANS. NAME DATE NAME DATE ENGINEER OF RECORD: DATE BY DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION HDR Engineering, Inc. Uq DESIGNED F.L.W. 2103 DRAWN L.S.M. 2103 BY BY E. ROBINSON ST. Suite Employee -owned Suite 400 TABULA T101V OF QUAIVTITIES CHECKED CHECKED BY S.E.D.. 2103 BY S.E.D. 2103 ORLANDO, FL 32801 License (407) 420-4200 SUPERVISED BY: SEAN E. DOHERTY PE, PTOE No.4213 www.hdrinc.com .taL vwuuu \iHuuJvvc.0 y1f V/IGVVJ 1V. JV. 1V h11•I DATE I BY dgn 1) THE S I GNAL I ZAT I ON PLANS HAVE BEEN PREPARED I N ACCORDANCE WI TH THE FLOR I DA DEPARTMENT OF TRANSPORTAT I ON' S DES I GN STANDARDS, DATED 2002. GOVERNING SPECIFICATIONS ARE THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, DATED 2000 AND SUPPLEMENTS THERETO IF NOTED I N THE SPEC I AL PROV I S I ONS FOR TH I S PROJ ECT. 2) THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE EVENT ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THE PROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND PRIOR TO ANY FURTHER WORK ACTIVITY. 3) WHENEVER S I GNAL WORK I S BE I NG PERFORMED AT AN I NTERSECT I ON (INSTALLING CONDUIT IN THE STREET, _REMOVING EXISTING SIGNAL EQUIPMENT, I NSTALL I NG NEW S I GNAL EQU I PMENT, I NSTALL I NG LOOPS AND RUNS, AND TURNI NG ON NEW S I GNALS) WHERE A LANE I S CLOSED AN OFF -DUTY LAW ENFORCEMENT OFFICER SHALL DIRECT TRAFFIC. THE COST OF THE OFF -DUTY LAW ENFORCEMENT OFF I CER SHALL BE I NCI DENTAL TO THE WORK AND WI LL NOT BE PA I D SEPARATELY. 4) DUR I NG NON=WORK I NG HOURS, NO EQU I PMENT, VEH I CLES OR MATER I AL SHALL BE PARKED OR STORED WI THI N 30 FEET (9 METERS) OF THE ROADWAY CARRY NG TRAFF I C. I F THE ABOVE I S NOT POSS I BLE, A STORAGE AREA WI TH PROPER DEL I NEAT I ON AND ADVANCED WARN NG SHALL BE USED WI TH THE APPROVAL OF THE ENG I NEER. 5) THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY DEPARTMENT AT LEAST 48 HOURS I N ADVANCE OF POLE SETT I NG OPERAT I ONS WHERE A CONFLICT WITH OVERHEAD ELECTRICAL CONDUCTORS IS EXPECTED AND IN ALL CASES WHERE J 01 NT USE POLES ARE TO BE USED. 6) AT THE T I ME OF F I NAL PROJ ECT I NSPECT I ON THE CONTRACTOR SHALL FURN I SH TO THE INSPECTOR THREE COMPLETE SETS OF AS-BUI LT PLANS. ONE SET SHALL BE LEFT I N THE CAB I NET FOR THE LOCAL MA I NTA I N I NG AGENCY, ORANGE COUNTY. 7) THE CONTRACTOR SHALL HAVE AN I MSA LEVEL I I CERT I F I ED S I GNAL TECHN I C I AN ON CALL WI TH I N A MAX I MUM OF TWO HOURS RESPONSE T I ME. 8) THE CONTRACTOR SHALL NOTIFY CITY OF OCOEE TRAFFIC OPERATIONS (407-905-3170) AT LEAST 48 HOURS I N ADVANCE OF I NSTALL I NG GROUND RODS, UNDERGROUND CONDUIT, MAST ARM FOUNDATIONS OR SETTING POLES SO THAT THESE OPERAT IONS MAY BE OBSERVED. 9) 1 T SHOULD BE NOTED THAT NO TEST BORI NGS WERE MADE WHERE CONDUI T RUNS ARE TO BE I NSTALLED BY JACK NG OR TRENCHI NG. I T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE JOB SITE CONDITIONS BEFORE SUBMI TT I NG B I D PROPOSALS I N ACCORDANCE WI TH SECT I ON 2-4 OF THE FbOT SPEC I F I CAT I ONS. 10) AS DI RECTED BY THE PROJ ECT ENGI NEER, THE CONTRACTOR SHALL ADJ UST CONDUI T VERT I CALLY TO AV01 D ANY POSS I BLE CONFL I CTS WI TH UNDERGROUND UTILITIES. 11 ) ALL CONDU I TS TO BE I NSTALLED UNDER PAVEMENT OR S I DEWALK SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF THE BASE COURSE. 12) ALL UNDERGROUND CONDUI T SHALL BE SCHEDULE 40, 2 1 NCH DI A. MI NI MUM UNLESS OTHERWISE SPECIFIED IN PLANS, EXCEPT ELECTRICAL POWER SERVICE DUCT. 13) THE CONTRACTOR SHALL I NSTALL A CONDUI T STUB WI TH CAP A MI NI MUM OF 12 1 NCHES (30 CM) OUTS I DE THE POLE FOOT I NG COMPLETE WI TH SWEEP UP I NTO THE POLE, IN EACH CONDUIT ENTRANCE IN THE POLE. THE FOOTING, TOP OF SIDEWALK, SIDE OF POLE, ETC. SHALL BE MARKED WITH AN APPROPRIATE ETCHED "X" IN ORDER THAT IT MAY BE READILY LOCATED FOR FUTURE USE. 14) PULL BOXES SHALL BE PLACED BEHIND CURB AND GUTTER. I F THERE IS NO CURB AND GUTTER, THEN PULL BOXES SHALL BE PLACED AT LEAST 7 FEET FROM THE EDGE OF PAVEMENT. 15) UNLESS SPEC I F I ED OTHERWISE, ALL PULL BOX COVERS TO BE FURN I SHED AND INSTALLED SHALL BE NON-METALL I C. 16) UNDER NO CI RCUMSTANCES SHALL ENERGIZED CABLE BE PLACED I N THE SAME CONDUIT OR PULL BOX AS LOOP LEAD-IN CABLE. GENERAL NOTES 17) ALL CABLE SHALL BE PULLED I N THE CONDUIT WITH A CABLE GRI P OES I GNED TO PROV I DE A F 1 RM HOLD ON THE EXTERIOR COVERING OF THE CABLE. A WI NCH WI TH A SL I P CLUTCH SHALL BE USED TO I NSURE THAT THE ALLOWABLE TENS I ON UN I T I S NOT EXCEEDED. AN APPROVED LUBR I CANT SHALL BE USED TO FACT L I TATE THE PULL I NG OF THE CABLE. 18) THE CONTRACTOR SHALL VER I FY COLOR CODES FOR BOTH S I GNAL AND INTERCONNECT CABLE WITH CITY OF OCOEE BEFORE ORDERING. WIRING DIAGRAMS SHALL BE IN ACCORDANCE WITH CITY OF OCOEE SPECIFICATIONS. 19) ALL F I ELD WI R I NG SHALL BE NEATLY BUNDLED AND CLEARLY I DENT I F I ED WI TH PERMANENT LEGIBLE, WEATHERPROOF TAGS THAT ARE SECURELY ATTACHED TO EACH CABLE. THE TAGGING SYSTEM PROPOSED SHALL BE SUBMITTED FOR APPROVAL WITH THE OTHER EQUIPMENT SUBMITTALS REQUIRED FOR THIS PROJECT. 20) THREE SPARE WIRES ARE REQUI RED PER S I GNAL CABLE. SPARES SHALL BE BOUND AND GROUNDED I N CAB I NET. 21 ) DUR I NG TRAFF I C S I GNAL FLASHI NG OPERAT I ON THE RED ARROW I NG I CAT I ON OF ALL 3-SECT I ON LEFT TURN HEADS SHALL FLASH. UNLESS SPEC F I ED OTHERWI SE, FLASHI NG OPERAT ION SHALL BE AMBER FOR MOVEMENTS 2 & 6 AND RED FOR MOVEMENTS 4 & 8. 22) NO POLYCARBONATE HOUS I NG OR MOUNT I NG HARDWARE WI LL BE PERN41 TTED FOR VEHICULAR OR PEDESTRIAN SIGNAL HEAD ASSEMBLIES. ALL LENSES FOR THESE HEADS SHALL BE GLASS. ALL S I GNAL HEADS SHALL BE BLACK ALUMINUM. TUNNEL VISORS SHALL BE USED ON ALL SIGNAL SECTIONS. PAYMENT FOR TUNNEL V I SORS SHALL BE I NCLUDED I N THE PR I CE OF THE S I GNAL HEADS. 23) ALL S I GNAL ASSEMBL I ES SHALL HAVE A VERT I CAL CLEARANCE OF 1 7.5 FEET MI NI MUM AND 19 FEET MAX I MUM FROM THE BOTTOM OF THE ASSEMBLY TO THE ROAD. 24) CI RCULAR DR P LOOPS (MI NI MUM ONE CI RCLE) ARE TO BE PROVI DED AT ALL AERIAL DISCONNECT HANGER, INTERCONNECT JUNCTION BOX, ELECTRICAL SIGN AND POLE JUNCTIONS. 25) THE USE OF "J ONES" PLUGS FOR S I GNAL I NSTALLAT I ONS SHALL BE PROHIBITED. 26) ALL S I GNALS SHALL BE LED. 27) ANY EXISTING LOOPS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. TEMPORARY DETECTION WILL BE REQUIRED WHENEVER REPAIRS CANNOT BE MADE INA TIMELY FASHION. 28) THE CONTRACTOR SHALL NOTIFY THE CITY OF OCOEE TRAFFIC OPERATIONS (407-905-3170) AT LEAST 48 HOURS IN ADVANCE OF LOOP CUTT I NG SO THAT CI TY PERSONNEL MAY CHAULK THE LOOPS AND OBSERVE THE I R I NSTALLAT I ON. 29) ALL TYPE F LOOPS SHALL BE 6 FEET WI DE BY 40 FEET (LONG AND EXTEND 5 FEET BEYOND THE STOP BAR UNLESS OTHERWISE NOTED IN THE PLANS. 30) ALL DETECTOR LOOPS OR SYSTEM SENSORS SHALL BE CUT ONTO THE ASPHALTIC CONCRETE STRUCTURAL COURSE WHENEVER POSSIBLE. ALL LOOP LEAD- I N CABLES SHALL BE PLACED I N CONDU I T. LOOP LEAD- I N CABLE SHALL NOT EX I T THE ROADWAY WI THI N THE CORNER RADI US AT AN I NTERSECT I ON. 31 ) EACH LOOP SHALL BE TREATED AS AN I NDI V I DUAL LOOP WI TH SEPARATE LEAD - I NS FROM SPL I CE P01 NT TO CAB I NET TERMI NAL. 32) SHIELDED WIRING SHALL BE USED FOR ALL LOOP LEAD-IN CABLE FROM THE LOOP SPLICE POINT TO THE CABINET TERMINAL. 33) THE CONTRACTOR SHALL USE BELDON TYPE 9438 ROADWAY LOOP WI RE, OR EQUI VALENT TYPE XHHW HI GH DENS I TY CROSSL I NKED POLYETHYLENE INSULTED WIRE RATED 600 VOLTS. 34) SECT I ON 660-3.2 OF THE FDOT SPECI F I CAT I ONS I S MODI F I ED TO REQUI RE THAT ALL SAWCUTS FOR LOOP I NSTALLAT I ON SHALL BE CLEARED OF DUST, DI RT AND OTHER DEBR I S WI TH A VACUUM CLEANER PR I OR TO THE I NSTALLAT I ON OF LOOP WIRE OR LEAD- IN CABLE. ALL SAWCUTS SHALL BE SEALED WITH AN APPROVED FLEXIBLE EPDXY. 35) SECT I ON 660-3.3 OF THE FDOT SPEC F I CAT I ONS I S MODI F I ED TO PROHI BI T THE USE OF TYPE I I I STEEP ASPHALT OR COAL TAR BASE CEMENT TO SEAL TRAFF I C DETECTOR LOOPS. DESCRIPTION DATE BY DESCRIPTION DATE BY DESCRIPTION 10: 29: 14 AM NAME I DATE I I NAME I DATE uF-,)iv,vcu F.L.W. 2/03 DRAWN BY By L.S.M. 2/03 CHECKED S. E. D. 2/03 CHECKED S.E.D. 2/03 BY SUPERVISED BY: SEAN E. DOHERTY PE. PTOE ENGINEER OF RECORD: vi DA HDR Engineering, Inc. 315 E. ROBINSON ST. Employee -owned Suite 400 License ORLANDO, FL 32801 No. 4213 (407) 420-4200 www.hdrinc.com 2��� aE 4t LUU� s LANS, k HERMIT PLANS J 36) SECTION 660-6.2 OF THE FDOT SPECIFICATIONS is MODIFIED TO REQUIRE THE I NSULAT ION RES I STANCE OF EACH LOOP TO MEASURE GREATER THAN 100 MEGAOHMS WHEN US I NG A 500-VOLT DC I NSULAT I ON MEGGER. 37) THE COST OF FURNISHING AND INSTALLING THE FTP-47 & FTP-49 (I NTERNAT I ONAL) S I GNS SHALL BE I NCLUDED I N PAY I TEM NO. 665-11. 38) PUSH BUTTONS SHALL BE CONSTRUCTED WITH MECHANICAL CONTACTS. MI CROSWI TCHES SHALL NOT BE USED. 39) UNLESS OTHERWISE NOTED, ALL REMOVED EQUIPMENT EXCEPT CONCRETE POLES SHALL BE DELIVERED TO THE MAINTAINING AGENCY. THE MAINTAINING AGENCY I So CI TY OF OCOEE TRAFF I C OPERAT IONS 301 N. MAGUI RE ROAD OCOEE, FLOR I DA 34761 (40 7) 905-3170 SHEET NO. T-3 SIGNAL HEAD DETAILS l 21 l 4.1 6J L �-� 81 �11 5�l 2� l L- L- I R •_� II�,_� I I_ I/ G 11 ►� ll I/ice --111/ G 11 I1��r-/I1 /I EXISTING EXISTING imp rw 650-5/-3/lC650-5/-3/l(650--5/-57//) / AS. REQ'D. I AS. REQ'D. 3 AS. REQ'D. PEDES TRIAN HEAD DE TAILS EXISTING STREET NAME SIGN 2411 � LEFT TURN � YIELD i ---------- I ')'I ---------------- j C� I ON GREEN � 30„ (A), L_SR 50 _� �---------------- B/ackwood Ave. J �J EXISTING EXISTING I • I MOVEMENT DIAGRAM goo-�-i5 (EXISTING) INITIAL CONTROLLER TIMING PLAN TIMING INTERVAL TIMING FUNCTION 1 2 3 4 5 6 7 8 MINIMUM GREEN (INITIAL) 4 10 - 4 4 10 - 4 EXTENSION (PASSAGE) 2 2.5 - 2 2 2.5 - 2 MAXIMUM GREEN I 12 49 - 15 12 49 - 38 MAXIMUM GREEN II 12 49 - 15 12 49 - 38 YELLOW 4 5 - 4 4 5 - 4 ALL RED 1 1 1 1 1 1 PEDESTRIAN WALK - 7 - _ - 7 - 7 PEDESTRIAN CLEAR 25 25 30 DETECTOR FUNCTION - LOCK - NL NL LOCK - NL RECALL I - MIN. - - I - MIN. - - SPECIAL SIGNALIZA T ION NOTES I. SPIRAL WRAP SHALL BE USED TO FASTEN SIGNAL CABLE TO THE MESSENGER WIRE. 2. INSTALL RIGID GALVANIZED CONDUIT RISER ON EXISTING CONCRETE STRAIN POLES IN ORDER TO ACCOMMODATE SIGNAL CABLE RUN AS INDICATED IN THE PLAN. 3. USE EXISTING PULL BOX AND CONDUITS FOR LOOP LEAD—IN WIRE. SET NEW PULL BOX AND REROUTE SPARE CONDUIT FROM EXISTING PULL BOX TO NEW PULL BOX TO ACCOMMODATE NEW SIGNAL CABLE. 4. CONTROLLER MODIFICATIONS TO INCLUDE ALL WIRING CONNECTIONS AND ENTRY OF NEW PHASING AND TIMINGS. 5. DELAY DETECTORS TO BE SET AT 5 SECONDS. 6. THE CONTROLLER MODIFICATIONS SHALL INCLUDE ALL LABOR., MATERIALS9 AND REWIRING NECESSARY FOR MODIFICATION OF THE SIGNAL OPERATING PLAN & SIGNAL TIMING SHOWN IN THE PLANS. DATE I BY I DESCRIPTION DATE BY DESCRIPTION u k� (62 LF) < 630-1-12 653-18/ EXISTING CLASS 6, 42' CONC . POLE 2 AS. REQ'D. (25 LF)M653-181 (I AS)(I EA) E/P 5,CW II % Z_ffi 011 670-5-410 MIN MMEM011i _"W_ A' 1 E Iilflii•Ji7iliiilloll Mid P2 ---------------------------- 0 0 0 a SR 50 (COLONIAL DRIVE) — — — �— DELAY 60` II o 165 6D 165 L Lo o �E ��� L6A1 I I o ---— — — — — — — — — — — — — o iI E /P - \ `-P8r� �� 8 8 3 3 ��\ 111 III EXISTING CLASS 69 42' CONC . POLE II SIGN "WALMARr I I i l� 632-7-/ @Ism 632-7-1 ) 0 PI) EXISTING CLASS 6, 41' CONC. POLE 630-1-11 (25 LF) 653-181 (1 AS) 665-I1 0 EA) (I35 EA) ( 630-1-I2 I� v J� ` ,.,. A I N' t e S t_ '. L Si l l ri:AR4, 254 P2 t4- '= - F M - -{-----T­I---------- i �\----- -- (190 LF) L-2A (--------- i — — — — \� ---- II I I L-2B _-- I - - - - - - - - - - I DELAY EJ 6 I L ZH— — — — — — — — , ----- ---— — — — — — — — — — — — — — — — — — --- --- P6 / 1 I /J' ` 0 DATE BY DESCRIPTION NAME DATE NAME DATE DESIGNED DRAWN BY F.L.W. 2/03 BY L.S.M. 2/03 CHECKED S.E.D. 2/03 CHECKED S.E.D. 2/03 BY BY SUPERVISED BY: SEAN E. DOHERTY PE, PTOE I � J ii III � i III i I �� , �l4°i), li U ENGINEER OF RECORD: HDR Engineering, Inc. 315 E. ROBINSON ST. Employee -owned Suite 400 License ORLANDO, FL 32801 No. 4213 (407) 420-4200 www.hdrinc.com I � I I �I I �I I EXISTING CLASS 6 41CONC. POLE III i i SHEET N0. T-4 • 20 -. Feet (7 EA) (180 EA) 630-I-12 70' ------------ --�- -----� ---- (50 LF) _ 1 1651 ` 165` 1 L-2C L-2E — — — L-213 L-2F (6 AS) 660-1-102 --- (6'x6`) --- -- REMOVAL ITEMS: C77776970-10 (4 EA) 7 7 767970-60 ll EA) 30 18. ALLUNDERGROUNDUTILITIFSSHALLCOMPLYWITHORDINANCENO.95-17,WHICHREQMRESPEDESTAL-MOUNTED UTILITY BOXES TO BE PLACED BACK OFF THE'STREET, NO MORE THAN S' FORWARD OF THE FRONT BUILDING SETBACKLINE,ONALLRESHIENFIALLOTSWRICHARELESSTEAN70'INWHYM VnMRBTHELOTSABUPFHESTREET RIGHT-PLAINOF-WAY: U 19. ALL ACCESS RIGHTS TO TRACT "L" FOR ALL SINGLE FAMILY LOTS ADJACENT THERETO SHALL BE DEDICATED TO THE CITY. " ' , D p L I 1 (I�y I �j RY I� %p 20. STREET LIGHTS WILL BE INSTALLED BY THE DEVELOPER, AT THE DEVELOPER'S SOLE COST AND EXPENSE, PRIOR Y 7 �1 a -9 0- j` � TO A CERTIFICATE OF COMPLETION BEING ISSUED, AND THE COST OF OPERATIONS WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO.95.17. D LR - �� i %% 21. PURSUANT TO ORDINANCE NO. 200148 ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY �" � ( ASSIGNED NAME.OF THE SUBDIVISION.. ANY SUBSEQUENT CHANGE TO THE -NAME OF THE SUBDIVISION MIDST. BE. NS APPROVED BY THE CITY COMMISSION. tit"�",•u."",:r;�ec,-a C �..•b A <.,' I E CAP f 22. - ALL BUILDING SETBACKS FROM ALL RETENTION AREAS SHALL BE 30 FEET FROM TOP OF BANK IN $INGLE•FAMH.Y yy PARCELS. 23. THE ROAD NETWORK WITHIN TRACE "A" AND TRACT "B" (THE SINGLE-FAMILY RESIDENTIAL TRACTS) WILL NOT Rye F C C n D F1, 7-,,A 1 fa (F f , � CONNECT TO.CROOKED CREEK•DRINE TO THE WEST OR BLUE SPRUCE DRIVE TO THE EAST. MEL 24. EXCEPTWHEREOTHERWISEPROVMEDTHEDEVELOPMENTSTANDARWi DS FORRI-AAZONINGLLAPPLYFORALL SINGLE-FAMILY RESIDENTIAL TRACTS. 25. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND. BACK SLOPES TO THE NATURAL GRADE ON THE OUTSIDE OF PONDS MAY HAVE SLOPES UP TO 3A. 26. ALL SINGLE-FAMILY LOTS ABUTTING MONTGOMERY AVENUE SHALL'HAVE A 6-FOOT PVC FENCE WITH BRICK . COLUMNS INSTALLED TiV A S-FOOT EASEMENT ALONG THAT ROAD: 27. SHADE TREES (MINIMUM 2.5" DBH WHEN PLANTED) SHALL BE PROVIDED AT AN AVERAGE OF 50-FOOT INTERVALS ALONG BOTH SIDES OF MONTGOMERY AVENUE FROM THE NORTHERN EDGE OF THE SINGLE-FAMILY SUBDIVISION ALL. THE WAY TO BLACKWOOD AVENUE. TREESADJACENT TOSINGLE-FAMILY LOTS SHALL BE INSTALLED BY THE LOT OWNER. ADJACENTTOTRACT "C',THE MULTI-FAMTLYTRACf DEVELOPERSHALLINSTALLTHETREES ATTHE TDHETHATPARCELDEVELOPS.THEDEVELOPERSHALLINSTALLTREESINALLREMMMGAREASATTHETIMEOF ROADWAY CONSTRUCTION. " 28. ALL BUILDING PAD ELEVATIONS SHALL EXCEED THE 100-YEAR FLOOD ELEVATION "BY A MINIMUM OF ONE FOOT. 29. ALLTRACI'StVIIICHARETO$EUWNEDANDMAINTAIIVEDBVTHEHOMEOWNERSASSOCIATIONSHALLBECONVEYED TO THE HOMEOWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING: 30. RECREATION AMENITIES, MEETING THE CITY'SLDCREQUIREMENTS, SHALL BEPROVIDED INTHE SINGLE-FAMILY AREA 31. ALLDECLARATIONOFCOVENANTSANDRESTRICTIONSAFFECTBNGTHEPROPERTYSHALLINCLUDETHEFOLLOWING PROVISIONS: A. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF ASSOCIATIONS FARS TO DO SO OR FAHS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWINGFORADEQUATE MAINTENANCE. " B. PR4V18I01'I.GRANTiNt#TH&CIT.YT6RAIGRI',IRBNO'CTH60HIdGA'[�ON.'POIr1A1IV'T AINIREPAIRTRE SWMS ANDOBTAINRZM{Ulf fllROB('PITZASSOQA'lIMO![oOltYB n=LOIIERIPO)TURNOVEROF CONTROL TO THE MEMBERS HAS NOT OCCURRED, OR (in 7F THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE SWMS. C. PROVISION PROVIDING THAT ' THE SWMS WILL BE TRANSFERRED ..TO A RESPONSIBLE OPERATION/MAINTENANCE ENTITY ACCEPTABLE, TO THE CITY IN THE EVENT OF DISSOLUTION AND THAT IFDISSOLUITONOCCURS WITHOUTSUCHAPPROVALTHENTHECrrYMAY CONTOMTOLEVYANDCOLLECT Arm ASSESSMEws AND IMPOSE LIENS WITH RESPECTTHERETO NOTRRTHSTANDINGTHE DISSOLUTION OF THE ASSOCIATION '. D. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE- %Lf 1411w E. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OFTHE ASSOCIATION TO THE MEMBERS, THE DECLARANTSHALL DRUMERTO THE NEW BOARD OFDMEGTORS THE MAINTENANCE PLAN FORTHE SWMS ACCOMPANIEDBYANENGINEER'SCERTMCATIONTHATTHESWMSBSFUNCTIONINGINACCORDANCE WI IH lei ALLAPPROVEDPLANSANDPERmrn.TOTHEEXTENTTHATANYSUCHENGINEER'SREPORTINDICATESANY CORRECffVEAMONISBEQUU{FLUB);l aARANTSMLIB~,R$,QL1IR[pTQDIIICa$NI7�YUNDERTAK4SUCH ® ® ® ® CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE ANDTO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. F. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. i G. PROVISIONTHATANY AMENDMENTTOANYPROVISIONAFFECTINGTHECTTYREQUIRESTHE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. R. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL. HE CONSISTENT WITH THE FORGOING.YROVISIONS.. 32. UNLFSSOTMRWISENOTED,AS'UTHMANDDRAINAGEEASEMENTWH,LBEPLATTEDALONGALLSIDELOTLINFS, AND A 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAY. 'SIDEWALKS L WILL ONLY+BE PLACED IN THIS EASEMENT IFNECESSARYTO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED: 33. THE6'FENCEANDTHE51EASEMENTAREASWTTHINTRACTS "All AND "B"ALONGMONTGOMERYAVENUESHALLBE MAINTAINED BY THE PROPERTY ASSOCIATION, EXCEPT THAT ALL GRASS AND LANDSCAPING ON THE HOUSE SIDE OFT FENCE THE LANDBURDENEDBYTHEEASEMENT SHALL BE OWNED BY THE INDIYIDUAL LOT OWNERS. TPTIONM;AP,o TI ®F APPROVAL UTILITIES VI I I i 34. EACH I=HYDRANT SHALL BE OSHA YELLOW IN COLORAND BLUE REFLECTIVE MARKER SHALL BE AFFMDTO . THE STREET IN THE CENTER OF THE LANE CLOSE3TTO EACH ITYDRANT, LEGAL ®�J RI 35. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREE WITHOITT FIRST "4 OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE 1. STATEMENT OF INTENT: MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE E LEGAL DESCRIPTION FOR THE ENTIRE OCOEE COMMONS : THEAPPLICANTREQUESTSFINALSUBDIVISIONPLANAPPROVALFORTHEOCOEECOMMONSPL'DANDFORIMACTS, IFTHE DEVELOPER HAS FAHEDTOTAIEREASONABLEMEASURES TOPRESERVE SPECIYDNANDHISTOItICTREE$. AL DESCRIPTION PROVIDED BELOW IS THE ED LEGAL CONTAINED N PL PST '• T'1� A AND B, THE SINGLE-FAMILY SUBDIVISION AREA KNOWN AS ASHTON PARK." THE AP ICANT PRO O EXISTING TRESS 8" OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED ALONG PROPOSED THE ART OF THESE ASHTON PARK FSP PLANS 1S CO CITY OF OCOEE CONSTRUCISUBDIVISLONLNFRA$TRUCITTREH�II'ROVEMENISINACCORDANCEWITIiTHECONDITION2W3 ?I ?wAL 36. THE PROPERTY WHICH IS P ,WATER SE R PUD PROPERTY. _ PORTIONS OF r SET FORTH BY THE CITY AND APPROVED BY THE CITY COMMISSION'AT THEIR DECEMBER"16 2003 S�,., iNG. LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-ORWAY LINES WILL HE PRESERVED IF AT ALL POSSIBLE. THE OCOEE COMMONS PUD PROPERTY AND COMPRISES JUST THE SINGLE FAMILY PO ;;. 150 NORTH LAKESHORE DRIVE SUBDIVISION UTILITIES, PUBLIC ROADWAYS AND PR1VAae;CROSS- BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TOINCORPORATE THEM INTO REQUHIED WITHIN THE , COMMONS PUD PROPERTY (TRACTS A & B). INFRASTRUcruRE IMPROVEMENTS , THE OCOEE C STORM WATERMANAGEMENTSYSTEM.THESUBDIVISIONIMPROVEMENTSWILLSItIVETIIEVARIOUS ;f. u OCOEE, FLORIDA 34761 ACCESSDRrvEs,STATEROADSODRTVEWAYCONNECiTONS,TURNLANES,ANDATRAFFICSIGNALMODIFICATiON,AND "LANDSCAPE BUFFERS AND AS STREET TREES. SECTION 2D TOWNSHIP 22 SOUTH, RANGE 28 EAST; "Q A"MASTER" ,t COMMENCE AT THE SOUTHEAST CORNER OF SE > pp'23'1O" E A (407) 905-.3J100 �-p DEVELOPMENT TRACTSWITIDN7HEPURTHEAYPLICANTWILLALSOCONSTRUCTSU�1OrvLSIONI4IROVEMENTS 37. AS MUCH ASPOSINGPIrWWULPRFSERVEEXISIINGGRADFSONINDIVIDUALLOTSCON?AININGPROTECTEDTREES �� ORLANDO STREET RERT Q WHITE RDAD FOR TRACTS A AND B, ASHTON PARK SINGLE-FAMILY SUBDIVISION CONCURRENTLY VI�IT'H PUD IMPROVEMENTS. AS MUCH AS POSSHILE. RUN THENCE N89'28'55"W A DISTANCE OF 995.69 FEET; RUN THENCE N CONTACT: MR. DAVID WHEELER TO THE NORTHERLY RIGHT OF WAY LINE OF COLONIAL DRIVE �� 2. EXCEPT AS SPECIFICALLYNOTEDONTHISPLAN,DEVEiOPMENTOFTHISPROPERTYSHALLBECONSISTENT'xTIFI 38. INORDERTOENSURETHATASMANYEXLSTINGTREESASPOSSIBLEWIT, BEPBESERVED,ALLROADRIGHT-pFWAYS DISTANCE OF 69.51 FEET THE REQUIREMENTS OF THE CITY OF OCOEE CODE. AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY AND THE ENGINEER PRIOR TO ANY TREE ROAD 50 . SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE N 89'2 TH W t* y REMOVAL. NOCLEARINGPERMITS WILL BEISSUEDFORSTIE WORKpRBUH.DiNGCONSTRUCTIONUNTILALLTREES (STATE ) DISTANCE OF 331.93 FEET TO THE SOUTHEAST WAY LINE A DIST _ LLSOUTH Q fiO RLY RIGHT OF BE N OR THE (J BLI G ® 3. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTI.S C. TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTIONBARRIERS. ALONG SAID p IN PLAT B00K 35, PAGES 126 AND 127, P LU ' E RENNET CENTRE AS RECORDED „ LION® 163MORATORIAONTHEISSUANCEOFBUH.DINGPERMTI•$UNDERCERTAINCIRCUMSTANCES• TEU:Css`� �1•%.ry ' CORNER OF LAKE EAST LINE OF SAID • 1 46 E ALONG THE 5O0 N. ORANGE AVENUE, STE 360 Q � LAWFUL. AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF'+UG;11 "r.TE 39. REMOVAL OFEXISTINCPROTECTEDTREESWILLBELIMITEDTOCLEARINGRIGHT-OF-WAYANDRETENIIONAREAS LEGISLATION AND NOTHING HEREIN SHOULD BE CONSIDERED AS SUCH EXEMPTION. AS DETAILED IN EACH FINAL SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE RECORDS OF ORANGE COUNTY, FLORIDA, THENCE N002 Z Q EVALUATED AT THE TIMEABUILDING PERMIT ISISSUED FOR THAT LOT ToDETERMINE WHETHER ORNOT EACH LAKE RENNET CENTRE A DISTANCE OF 1281.33 FEET; THENCE N 88'48:49�; W A DISTANCE A OF ORLANDO, FLORIDA 32801 (� UE' THENCE N 00 38 39 E ALONG S Z �. TO THE CENTERLINE OF CALIFORNIA AVEN . 407 237-3080 Q 4. THERE SHALL BE NO ACCESSFROMTHEPROJEGTTOANYPUBLICROADSEXCEPTATTHEAPPROVEDLOCATIOj3S TREE NEEDS TO BE REMOVED. 8.45 FEET ( ) Z Q SHOWN ON THE PLAN. q0. NOTHINGHEREINSHALLBECONSTRUEDTOWALVEANYPROVISIONOFTHELANDDEVELOPMENTCODEEXCEPTTO E OF 1127.25 FEET; THENCE S 88'11-34 E A DISTANCE OF 30.01 FEET C Q' CENTERLINE A DISTANCE OK A ,FTACT: MR. NICK FARIS . OC OEE, EE AS RECORDED IN PLAT BOOK COI°" : 0 Q OF �„ 5. STORM WATER MANAGEMENT SHRILL BE PROVIDED FOR ALL PARTS OFTHE PUD WI1•HIN A MASTER STOAiK W ATElt THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON 1TiE PLAN: , TO A POINT ON THE. WEST LINE OF LOT 17, TOWN „ ALONG _, SITE,Ac; MANAGEMExTSYSTEM. 41. WITHIN TRACT "A",IRE SOUTHERN BOUNDARY OFLOTS ITTLRU7SIIALLBECONSIDERED THE.FRONTSIDE. THE 5 OF ORANGE COUNTY. FLORIDA, N00 38 39 E Q THROUGH )01 PUBLIC RECORD AYSANDPAVEDAREASSHALL ACCESS RIGHTS FOR LOTS I'THRU7TOGENEVASTREET SHALL BEDEDICATED TOTHECITYiTHEACCESSRIGHTS PAGES WEST LINE F WAY LINE OF GENEVA STREET; N ` THE SOUTH RIGHT o PROGRESS ENERGY V 6 " APERPETUAL,NON-EXCLU$IVEEASEMENTFORACCESSOVERALLINTERNALROADW DISTANCE OF 170.19 FEET TO ELECTRIC: P a ; ; <:. W R APPLICABLE AUTHORITIES FOR LAW ENFOp 3 41ENT, FOR LOTS 1 AND 28 TO CALIFORNIA AVENUE SHALL BE DEDICATED TO THE CITY. WITHIN TRACT "B";THE ACCESS SAID WEST LINE A DIST FEET THENCE ;,^s><:<.n BE GRANTED IN FAVOROFTHECITYOFOCOEEANDOTHE RIGHTS FOR LOT 58 TO BLUE SPRUCE DRIVE SHALL BE DEDICATED TO THE CITY. • SOUTH RIGHT OF WAY LINE A DISTANCE OF 667.17 �a r Z ,,,•za,,;,.., THENCE' S88 21 os E ALONG SAID425 E CROWN POINT ROAD THE THENCE y;,:;:�<„ �::�k�€<> � FIRE, AND OTHER EMERGENCYSERV[CES. 3'04"E A DISTANCE OF 30.01 FEET TO THE CENTERLINE OF GENE STREET, THENCE N00 3 p•27'27"W ALONG THE z': ' .. F 637.11 FEET; THENCE So WINTER GARDEN, FLORIDA 34787 G MAINE STREET ., „„,,,,s., Q' 7•., ALL LEGAL INSTRUMENTS,INCIIJDINGBUINOTLBvIITEDTO,THEDECLARATIONOPEASEMENTS,CpYENANI3AND S 88'21 09 E ALONG SAID CENTERLINE A DISTANCE 0 EEDS EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 20 A DISTANCE OF 1989.29 FEET; THENCE THE (407) 905-3303 �jA V OR PROPERTY 'SASS DOCUMENTS, ANDEAPPROVED Y THE RTO LATAPP OVAL AMSH LL T APPROVAL AND SHALL '09'40" W A DISTANCE OF 332.18 FEET; THENCE S00"26'01"W A DISTANCE OF 596.59 FEET ,T W A ONG CONTACT' MR. JEFF ZAHARIS O OR PROPERTY OWNER'S ASSOCIATION,SHALLBE'APPROVEDBYTRECIT'YPRIORTOPLA N 89 COMPLY WITIL ALL ORDINANCES OFT'HE CITY INEFFEGT AT THE TIME OF RECORDING OF ANYSUCH INSTRUMENT. THE NORTHERLY RIGHT OF WAY LINE OF COLONIAL DRIVE (STATE ROAD 50); THENCE N 8INNIN7 .Q I NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 663.86 FEET TO THE POINT OF BEGINNING. 3. AROjECr HALLB pROMpT YREPAREDBYTHEDESULOPERTO HEAPP ICABLEGOVERNIES TSTAND STANDARDS PROJECT, SHALL HEPROMPTLY REPAIRED BY THE DEVELOPERTO THE APPj.ICARLE GOVERNMENT STANDARDS AT O THE SAID �L CONTAINS 3,236,147 SQUARE FEET OR 74.2917 ACRES MORE OR LESS. GAS: LAKE APOPKA NATURAL GAS "- GF THEnEYELOPER'SSOLECosTANDEXPEN3E. • 1320 S. VINELAND ROAD 9. AMASTERASSOCIATIONORONEORMOREHOMEOWNER'SASSOCIATIONSORPROPERTYOwNER'SAssOCtiTTONS INDEXOF SHEET" • WINTER GARDEN, FLORIDA 34777 COLONIAL DRIVE STATE ROAD 50 WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT A AES;OF THE C AREAS AND FACILITIES, UNLESS • OTHERWISE NOTED AND SHALL COMPLY WITH ALL ORDINANCES'OF THE CITY IN EFFECT AT THE TIME OF UCH IN (407) 656-2734 ACOPYRECORDINGTHE MA- SERSUB SUBDIVISION PERMITSCONTACT: MR. RICK GULLETT O,[p 10. ACOPYOFTiIEMASTERSUBDIVISIONPLANSHALLBEAVAILABLEFORREVIEWBYPROSPECTIYEBUYER3INALL VARDEN IV 7E� RESIDENTIAL SALES UFFICFS. 1 VF SHEET BRIGHT HOUSE U S E NETWORK p RoAD 11. APPROPRIATE SIGNAGE wLLL HE PROVIDED ON NON SIIIGLE FAMILY RESIDENTLIL PARCELS AS NOTIFICATION TO CABLE® Q P� PO A FUTURESINGLEFAMILYLOTSPURCHASERSOFTHEINTENDEDUSEOFTHEPARCELS.SIGNAGEWILLBEAMINIMUM I STING I Cl -�-�/ p� FINAL SUBDIVISION PLAN ac PLAT APPROVAL 844 MAGUIRE ROAD (, 1 pF323QUAREFEETANDPLACEDINLOCATIONSAPYROVEDBYTIINCiTYOFOCOEE. CITY 1 ®� V �EE OCOEE, FLORIDA 34761 Z f3R✓�0$ 12. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, BILLBOARDS, POWER LINES, EXISTING AERIAL AND UTH ITV 407 532-8509 V 5� i O FACILITMS)WILLBEREMOVEDANDIORTERMINATEDPRIORTOORDURINGCONSTRUCIIONOFTHEDEVELOPMENT A Y ' Ti� REPLACING THOSE USES. R MANAGEMENT DISTRICT ( ) Q �,, ?10 St. JOIN RIVER GR ATE CONTACT: MR. MARVIN USRY 13. ALL ROADS WILL HEDEDICATEDTOTHE PUBLIC UNLESS OTHERWISENOTED. SO m EPS S1 P, 14. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL 7 PLAN & PROFILE T GENERAL ERP, RIGHTS -OF -WAYSIDE INTERSECTIONS (AND OTHER AREAS H REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE (STANDARD ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE L T LOGGRADING PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE TIME A (V` OF ENVIRONMENTAL PROTECTION - HOUSE IS CONSTRUCTED ON THE LOT. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN FLORIDA DEPARTMENT LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE STANDARD DETAIL CONSTRUCTED SIDEWALKSADJACENITOCOMMONAREASSHALLBECONSTRIJCfEDATTHETIMEOFPERMANENT � ; � ( �i {�,•• CONSTRUCTION OF ADJACENT COMMON AREAS. " 1s. THE DEVELOPER SHALL COMPLY WITH ORDINANCE N0.2001-19. (WATER ac SEWER CONSTRUCTION PER M I TSB O PUBLIC SERVICES SEWED WATER 1 WATER & SE ET I LS 16. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH RESPECT T ( ) MAR R ®TEGTI ON STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). M / 11 1 4 ks ENT OF ENVIRONMENTAL P 11-12 SPECIFICATIONS FLORIDA DEPARTMENT l7. TO TAETIMROFPLATTING. ALLSUCHLIFTSTATTONSSHALLBEFENCEDWLTHBLACK,VINYLCHAIN-LINKFENCE,WITH PERMITPOSTS AND HAIL4 LSO BETS BLACK, AND SHALL BE SET BACK BB LESS THAUCH AS V FROM ANY STREET. SUCH LIFTACT P IMPR® E(NPDES 1 STATIONS SHALL ALSO HE SCREENED WITH HEDGE TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM13 LANDSC_'%APEARCHITECT GEOTECHNICALENGINEER SURVE YDEVELOPER/APPLICANTO PREPARED 1 a HORTUS OASIS BEGHTOL ENGINEERINGc, ACCURIGHT IJ F OCOEE CO ONS, LLC USTLE - N, INC, 0 esi rvice r it TESTING, IN C• OF ORLAND , INC. Ik Site Planning Consulting Engineering •Environmental Permitting 12 . ROBINSONSTREET 236 PASADE A PLACE 1152 SO AVENUE Florida Board of Professional Engineers Certificate of Authorization Number: 4220 1425 BERKSHIRE A NUE 605 o NEW PORK A . SUITE A 3z7 362A SOUTH T T L. 32720-5243 ORLANDO, FL 32803 OR NDO, FL 32803 TER PA K, WINTER P ARK, FLORI DA 32789 DELAN D, F ,4 f% 2 - 9-4 LONG OOD, FLORIDA 327 7 894-631(407) 41 3266 - 86 (386) 734- ,(407) 3 �1:--3c407) s2z 48 ® 1 FAN: 407 7-3777 FAX: (,401`7) 49-9421 F X: } 7 F X0 7 s 47•(w7)szzs7 FAX. CSSs� 734 54 CC . ,_ FAX: E-MAIL: spaitoga�s oriusoasis.conn E-MAIL:* tb echtoLcoE-MAIL: ®ccusu oLc -AIL: si ns o ` lin . t • FAGA CO TACT: :. I FAGAN . CONTACT-: TH OM AS ECH TOL, P.E. CONTACT: FRAN K RAY M O J , LS CONTACT: TACT. M ILL CON T GT: O E lit E D DD Cr%l SUB Hwo:) OU0 AM TS B AT C01EE WJ 1Y1 N U IL AN IDA F 'amlh' 0 CONTACT. STEPHEN PA GAS, ASLA FLORIDA REGISTRATION NO.: 34836 . • m.I NOTE: TOPOGRAPHIC CONTOURS SHOWNWITHIN TRACTSr AND B. THEASHTON ,. PARK SINGLE—FAMILY SUBDIVISION DEVELOPMENT, ARE BASED ON THE COMPLETION OF ■ , SITE MASS GRADING ' ,` IMPROVEMENTS r. BY ■ , SUBDIVISION CONTRACTOR. , • NOT REFLECT CURRENT CONDITIONS. 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F .� t 1 k I r 0 - — ['� ' C� LEGEND BB - BOTTOM OF BANK BC - BACK OF CURB BM - BENCHMARK BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURE E - CENTRAL ANGLE 4 r CBW - CONCRETE BLOCK WALL CF - CONCRETE FLUME us cf) H CHW - CONCRETE HEAD WALL �•- Z CLF - CHAIN LINK FENCE Z LAj CENTERLINE Lu :2 CM - CONCRETE MONUMENT :2 --'E CMP - CORRUGATED METAL PIPE :m 0 CO - CLEAN OUT z 00 �- c/) 0M CONC - CONCRETE COVD - COVERED Ln CP -CONCRETE PAD W E•- U CW - CONCRETE WALKWAY QfU s, DE - DRAINAGE EASEMENT x a- D&M - DEED/DESC & MEASURED X Ld CLd DESC - DESCRIPTION a O' DP - DUMPSTER p c) DW - DRIVEWAY W � 1 1�2-I � - ELECTRIC METER w — b �.1 ES - ELECTRICAL BOX S W ESMT - EASEMENT W I Ci_. a- 0 (17 E/P - EDGE OF PAVEMENT ix FFE - FINISHED FLOOR ELEV. H - FIRE HYDRANT It L - FLOW LINE O p FND - FOUND -G- - GAS LINE -�Gl> - GAS METER N - ?- - GUY WIRE ANCHOR I' - HANDICAP PARKING > HCR - HANDICAP RAMP INV - INVERT ELEVATIONIP - IRON PIPE M IR - IRON ROD `� {L - ARC LENGTH LP - LIGHT POLE LSA - LANDSCAPED AREA cvn MEAS - MEASURED �y y ®- MITERED END SECTION O - MANHOLE -MONITORING WELL O�' N&D -NAIL &DISK OHE - OVERHEAD ELECTRIC U- OL - ON LINE ORB - OFFICIAL RECORDS BOOK c PCPLAT ) P - POINT OF CURVATURE Q !.� PEP - PER ENGINEERING PLANS a- �•, P1 - POINT OF INTERSECTION w i� a 'Y O o POB - POINT OF BEGINNING Q1 O POC -POINT OF COMMENCEMENT a' PP - POWER POLE PS - PARKING SPACES PT - POINT OF TANGENCY ~ PVC - PLASTIC PIPE R - CURVE RADIUS � RCP - REINFORCED CONC. PIPE Q R/W - RIGHT OF WAY I�.J by r SAN - SANITARY LINE SN - SIGN 00.00 - SPOT ELEVATION -SO- - STORM/DRAIN LINE STMH - STORM MANHOLE ❑ - STORM INLET z TB - TOP OF BANK TP - TRAFFIC POLE J - TRAFFIC SIGN TR - TELEPHONE RISER ry� TSB - TRAFFIC SIGNAL BOX !�[,I TV - CABLE TV RISER � I`ll TYP - TYPICAL UE UE -UTILITY EASEMENT z 61 UNTL - UNDERGROUND TELEPHONE 04 � ^ 6' -W- - WATER LINE I� LI`i WF - WOOD FENCE Q -®- - WATER METER - WATER VALVE L j t od V U z:;�;-Z:�� F- Ul � Ld W a � c:( �_0 m cL � E a N o C:) 0 u W CV .."� O o ry co < C �y--t u, N O N 0 ��� W N ZD0 �c), ui' 0 o W Q� o � o �o x O >L U' o co 40 70MM914 m o `? CZ!c co �o o 70 CL a �• F- 0 C ENGINEER c MAR 4 2W4 RONALD HENSONi 11 PE, FL. REG. NO.34836 DESIGN I GRAFT CHECK RMH DSG. 1. PROJECT NO. 01054T DATEOCTOBER, 2001 SCALE „ _ 6 0, SHEET 2 OF 13 C NOTE: 4' CONCRETE SIDEWALK TO BE CONSTRUCTED BY HOMEBUILDER AS EACH LOT DEVELOPS. R V 50' RIGHT-OF-WAY R 1 41 1 6' 2'A, 2'j, 6' 4' 1. Cho 24' PROPOSED bRAS� ONC.' CONC. RAS� 1" MINIMUM TYPE S-1 ASPHALTIC CONCRETE S/W SOD SOD S/W 4- 7.5' v Q) --MIAMI CURB, TYP. 2% 2% /27 4-1 %41 CAD " AD C 6" LIMEROCK BASE, COMPACTED TO 98% .1 366N. MAX. DENSITY PER AASHTO T-180 ZONING: Rl-AA COVER STABILIZED SUBGRADE, COMPACTED TO 95% 0 LOW PROPOSED TER MAIN) 12 LAND USE: MAX. DENSITY PER AASHTO T-180, TOP 6" FBV 50 DENISTY RES. L (>,PROPOSED SANITARY GRAVITY MAIN 71� LOCAL STREET TYPICAL ROAD SECTION NTS WA rAL_[Fo _70 9 7 PAIR-""'Fl.. 0 PAR?("'LEL 6"17("'92 Q AR(`'ErL 07019� PAY A V-F. 60 'R 24308' 2 l2i�4' 12' 7 1 /7-7 _16�_AIZVA Slo _7_ ........... .. . A i',lRYl f' t . ...... WV Au� Ab R! 6 7.17 D&M 100 76. 84.!37' WEEP ,% 77---"- 84.5' 84.5' 92.5' 41 F co S 88011'34 E 0 30.01 D&M 31 77. 70. A 1 9 7 7 ;000e4 cp ___ l=::vvw 75' MIN. LEGEND BB - BOTTOM OF BANK BC - BACK OF CURB F_ Y Lo' rZ- 13M - BENCHMARK < BPC - BURIED POWER CABLE L.LJ < C-) C-q 'L CALC - CALCULATED W M (nz C&M - CALCULATED & MEASURE C/) n- F- 0 18 - CENTRAL ANGLE O LLJ >_ 0 CBW - CONCRETE BLOCK WALL to U71 _j CF CONCRETE FLUME U) l_ CHOY CONCRETE HEAD WALL z CLF CHAIN LINK FENCE Z Lu ZONING: Rl-AA CENTERLINE LLJ M> E III CM CONCRETE MONUMENT 5' UTILITY DRAINAG => 0 LAND USE: SINGLE FAMILY RES. CMP CORRUGATED METAL PIPE C) C z z 17S & EASEMENT, SID CO CLEAN OUT 0 C CONCRETE N ONC > REAR, 10' FRO COVD COVERED t: If OF OE' B PG 84 un c T 01 CP CONCRETE PAD Gl�_'.AND` Lid COY CONCRETE WALKWAY w 7.5' SIDE - DE DRAINAGE EASEMENT w ui D&M DEEDIDESC & MEASURED SETBACK Lu Q_ C" DESC 0- - DESCRIPTION LIJ DP - DUMPSTER CA5. DW - DRIVEWAY L. R/� w U) <W ELECTRIC METER 5; URE WALL WALL MONUMENT PIPE ES ELECTRICAL BOX 75 L i rre5 15, P`G, 25"86, blOT PE,A4 oESMT - EASEMENT lv Lu X EIP EDGE OF PAVEMENT tY FFE FINISHED FLOOR ELEV. Z FIRE HYDRANT TB 0 On Lo �nS H FLOW LINE L Li- lai FNO - FOUND 0) -G- - GAS LINE (n GAS METER csl GUY WIRE ANCHOR IS 88*21 09pp E D, - HANDICAP PARKING 2 T YPICA L HCR - HANDICAP RAMP 637.77 ','D&AC . i >." INV -INVERT ELEVATION 87.4 79 IP - IRON PIPE 78.5 78.5 78.5' 1 IR - IRON ROD co 85 150.7 LOT DETAIL CL ARC LENGTHd. - -I- ___­ . I LP LIGHT POLE NTS MEAS - MEASURED cy) D LSA - LANDSCAPED AREA MITERED END SECTION 0 00 N) F_ 00 MANHOLE MONITORING WELL > N&D AWL & DISK Q0 ol o' J-128,8 0 I OHE - OVERHEAD ELECTRIC u_ OL - ON LINE Q ORB - OFFICIAL RECORD N) rri S BOOK w 0 (P) - PLAT .>,,9'6 'C'i C: PC POINT OF CURVATURE 114 O 49 PEP PER ENGINEERING PLANS (L 44 u DO Cp cf) N PI POINT OF INTERSECTION w POB POINT OF BEGINNING x 0 CL (o POC POINT OF COMMENCEMENT PP POWER POLE L rx cjr) PS PARKING SPACES '­4 PT POINT OF TANGENCY PVC PLASTIC PIPE E-4 C\ I R - CURVE RADIUS �10 30' 27 RIW - RIGHT OF WAY �.�: "i '. 6- Cb RCP _REINFORCED CONC. PIPE . 1;k, -f - 37.e' 7., 6 9. 6' 71 .1' F SAN _SANITARY LINE -_j F71 SIGN 07 00.00 -SPOT ELEVATION SN CV lw Co -T� I -SO- - STORM/DRAIN LINE 1cp tj I CA ---A k 11 10, do Qo > > STWH STORM MANHOLE CA 0- Qo 00 0 �_9 5. 1' El STORM INLET 0 > ll�zt do TB - TOP OF BANK L ;el i I TP - TRAFFIC POLE CA - TRAFFIC SIGN I C'o 12 0-'J cA L 0) F TR _TELEPHONE RISER q�3 TSB - TRAFFIC SIGNAL BOX 112' 48.2' �92'§g - CABLE TV RISER loo, 102.8' TV 86,3' z TYP - TYPICAL U-1 0) y 01 UTILITY EASEMENT < tX V"5-8 UNTL - UNDERGROUND TELEPHONE r cp -W- WATER LINE i co Qo L n WF WOOD FENCE 86 78.5 UE 78.5 55.3' 120 F__l 20�-] emu:do do- WATER METER o F co F7 00 WATER VALVE ul L: Q)) CA .... . ..... I 071 0 11Q, 0 C�d CD > 25' L 0- "'1 10 12 0-'-J '(9- 59.4 0 u _> 80.5' 0- A T F n_�z A V %. K m U \F, CTI 0 m N 66.7' 75 0 120-'-1 78.5' 36.5 L cp U)o CA C .'�\ _,0 < 0i L IQ Co (Dcb MNJ cO 0 25 00 c: po m > > 75.1 t Qo MF V-14 I . . C) qi Z_ WATER SYMBOL LEGEND Q) co L►< > 56) F_ 83.5'1-5 WATER LINE 0) Q) F v" K* FIRE HYDRANT ASSEMBLY cz 0) 9 E > BLDWOFF a) E 0 VALVE AND C I VALVE BOX FT] F Ul cn REDUCER Z a 4r'% DOUBLE WATER SERVICE W/ METERS 7 0 2 fA,SIN .2 Lo 0) W /SINGLE WATER SERVICE W/ METER E w 1�,, u CD > REUSE MAIN 2 One co v 7 DOUBLE REUSE SERVICE W/ METERS 7 1> Ll SINGLE REUSE SERVICE W/ METER UJ C) 121 3 (� i-- SANITARY SYMBOL LEGEND 42 < ZD 0 117.0 C) ' C,4 r1i -C-1 116 Q!� SAN SEWER LINE v 7 113.0 -70 R- DOUBLE SERVICE LATERAL 0 Ul /0 A 9 Qo > 0 1> D R cl 00 C�' C to ENTQ Al k- U) N C) C-) C'J 112.0 0 C) 0 (D' 9n FT1 IX) Pll C) C) 141 _-E FTI a-1 Q0 p, ZD 0 101.0- -10 1- 102.0 - 10ol 102 1. j k- 102.0 13, 01- A Z�, PpRoX r�,� SERVICE- C) go SINGLE SERVICE LATERAL I­ c'j t\,) S) (1) ZD C? C) 4 1 SANITARY MANHOLE uj w c: 0 0 0 105.0 0 0 10 CLEANOUT U) 0) cv c: c SEWER MAIN IN CONC ENCASEMENT CD t a (.1 ' i3 V !m�6--- V) LOFT STATION c o '-0 z x 0 co 0 U- (D DRY RETENTION AREA � A 4r m FORCE MAIN Q I? 0 0000 (y) -2 c: vot 0 OD co CD O.T L I, . .... . . ........ i6 0 C 0 c- -0 n ENGINEER 4 RONALD HE ON it PE, FL.- REG. N6.34836 'tot- §3 ........ DESIGN DRAFT CHECK RMH DSG PROJECT NO. 01 054T 1-7 -N co DATE WLI-6 OCTOBER, 2001 EXIST i9RAINAGE ESM ORB 3153, PC 2103 SCALE p: �u LID 60 0 Q) > -,'I I- SHEET 3 OF 13 lx� r� i I c m 1 ol MONTGOMERY A VE. 6 SCREEN WALL STORM STRUCTURE #11 KAZAROS CIRCLE STORM STRUCTURE #1 CURVE DATA TYPE P-2 INLET TYPE P-2 INLET .g MONTOMERY AVENUE 8 6"PVC REUSE MAIN STA. 65+34-17.5 C-1 STA. 61+24-17.5 LT. %30 RT_ IMPROVEMENTS BY OTHERS. 5' WALL ESMT A R 50.00' RIM EL. 115.67 %31 RIM EL. 115.32 'IN ,,--35LF 18"RCP 0 0.577. !fA P.C. STA 64+26.63 iP14 A= 0730*50" 16"PVC REUSE MAIN (BY OTHERS) NW INV 111.00 (18-) NW INV 110.20 (18-) P.I. STA 61+ 75.90 P.C. STA 60+53.70 STORM STRUCTURE #2 ARC LENGTH 6.56' C/) STA 80+29.90 9& 4/Afk. REMOVE EXIST PLUG w. 29 TYPE P-2 INLET CH BEARING=N87*53'26"E P.T. STA 60+60.26 z IN STA. 65+34-17.5' RT. CH LENGTH 6.55' w CONNECT TO EXIST STORM STRUCTURE #10 1-6"x6" TEE c -2 INLET 2-6" GATE VALVE RIM EL. 115.32 C-2 6"PVC REUSE MAIN TUB TYPE P 0.00 STOP SIGN, 30"00" (R1-1) co 17.5' LT. SE INV 110.00 (IS-) R = 100.00' tn j STA. 62+18 r-ri 1" POLY. SINGLE 6"PVC REUSE MAIN S INV 110.00 (18-) A= 91 *00'12" c- \W/ 4-WAT tRUN (R1-3) RIM EL. 115.53 Z NE INV w C3 x P.I. STA 60+00.00 24" THERMO WHITE STOP BAR 110.69 (18 REUSE SERVICE, TYP. 11-8"x8" TEE ARC LENGTH = 158.83 Z < STA 100+00.00 CH BEARING=S46*08 45"W -S V4' BACK OF CROSSWALK) SINGLE SANITARY 12-8" GATE VALVE %__1 6"PVC REUSE MAIN 28 CH LENGTH 142.65' U) a- WER LATERAL 0 0 6"PVC REUSE MAIN "14, 8"PI/C WATER�IMIAIAN Lo, (BY OTHERS) C WATER MAIN j, D STUB & PLUG rr m 0. 13M 44 0- V RLr 0 X< IE A4 ui ck4 C US MAI cn in .......... uj M- ENT-1 Li UTILITY EASEM W) Rt I WIDTH VARIES SANITARY SEWER SPEED LIMIT SIGN (2� MPH) STUB & PLUG; STRUCTUREM REUSE MAIN ........... REMOVE EXIST PLUG & STORM STRUCTURE Ll 2 8"PVC WATER MAIN SANITARY MANHOLE Ce " -, I POLY. DOUBLE CONNECT TO EXISTING 1 1/2 STUB & PLUG ""."K TYPE P-2 INLET STA 65+12 - 18'RT. 8"PVC SANITARY SEWER WATER SERVICE, TYP. 4' CONC. SIDEWALK RIM'EL. 115.18 STA. 61+ 76-17.5" RT. FIRE HYDRANT REMOVE EXIST PLU 5' WALL ESM'T ASSEMBLY, TYP. co CONNECT TO EXISTI N STRUCTURE G RIM EL. 115.42 ADJACENTTO LOTS E INV 107.96 DOUBI F SAN. S E WE R 107.96 �88- 8"PVC WATER MAI TUB SANITARY MANH LE SW INV 110.50 (18") BY HOME BUILDER S INV SERVICE LATERAL, TYP. W INV 107.86 (8 C\ X STA. 61+28 SE INV 110.50 (18 6, 7 RIM EL. 115.52 S INV 110.50 (18 8"PVC WATER MAIN "'T"," 5 4 3 2 1 CZ4 (BY OTHERS) N INV 109.58 (6 KA x x" � 16"PVC REUSE MAIN (BY OTHERS)----' > %,I,, �� -! I E INV 109.41 (8"), 6 ZAROS CIRCLE 6� 6" SCREEN WALL W INV 109.31 (8 ) 2 "1 "i '10+00 61+010 62+00 63+00 64+00 65+00 r1b 0 -lit 0) 100' VERTICAL CURV� EXIST. GRADE -.90 100' VERTICAL CURVE - 109' VERTICAL CURVE ---------------------------- --------------------------- ---------- w 7� +0.62%­ 0. 71 P.' CL 0 115.0 ­1011- 115.0 (Z c:) MASS GRADING GRADE-,"/ \"-PROPOSED GRADE + E ,-18" RCO 112.0 112.0 63LF - 18" RCP r1_55LF-1$"RCP EXIST. SANITARY SEWER 00.79% 5&_ . ... .......... . . . ...... . ..... ------ ------ tF1­-8`P 00.35X 2 109.0 388LF 109.0 @ Lu z . .... ................... . ..... . . ...... . ..... . . D �cr 0 0 c*4 w-o 1____1__1 ­_­ .......... 0 + 0 z q q c; 0 t6 v- cs + M 0 + 00 + + + + m + T_ CS! + Ilit It + 106.0 In "n lll� to uj 6 td L6 106.0 0 Lj Go It z co 0 Lo n-- -C,4 ---------- 2-1- V) V) Lfi Lc; 0 td Lf) Ld _j Ld to -1 in td V) Lei _j to in w W SCALE: z 0 n r7- . ..... . ......... HOR: 1"=30' j 5� 0: _j c� w w a: w o w I.- -i _j -i 9 VERT. 1'P=3' w min w 0: w c� W LL. W w a: [w 103.0 1 Ma. w (L I uj 103.0 C;6 CURVE DATA KUENZ PLACE ----/-WHITE C-3 C.) R = 100.00' "PVC REUSE MAIN P.T. STA 70+29.84 A= 59*46'39" 35 6"PVC WATER MAIN SPEED ARC LENGTH = 104.33' 29 '.36 �-14 45 44 43 Q) 45 < CH BEARING=N29'14'40"W -1 LIMI [�Q CH LENGTH 99.66' -PVC REUSE MAIN 4' CONC. SIDEWALK BLACK LETTERS q, 44 6 ADJACENT TO LOTS .1 1" POLY. SINGLE n (Z) vy STORM STRUCTURE STORM STRUCTURE /y BY HOME BUILDER 25 REUSE SERVICE. TYP, STORM STRUCURE #3 TYPE P-1 INLET TYPE P-2 INLET TYPE P-2 INLET STA. 68+11-17.5' LT. STA. 70+00-17.5' LT. STA. 67+12-17-S' LT_ In 0 24 x30" 11110- "," 0 R2-1PER MUTCD 11 ,, RIM EL. 115.10 RIM EL. 114.24 R1, - q RIM EL. 115.59 77.-. W INV 109.85 18 (18") INV 108.00 -7 C) 0 -0 N INV 109.00 (18.) N INV 106.25 24" 8"PVC WATER MAIN uj 0 1 T 1 0 SPEED LIMIT, SIGN %tj u S INV 106.50 LZ4 ) I I S INV 106.25 30" -18"RCP 00.71% 1 a w 0 NTS 6"PVC REUSE MAIN 35LF Z + z + VARIES 0 _j (EXTEND TO Pill C4 tEPGE OF PVM T CD STORM STRUCTURE #7 __101 ........... A- 04 TYPE P-2 INLET 3: z z STA. 70+00-17.5' RT. STOP BAR- L: E 0 RIM EL. 114.24 TO BE .... .. .... E @ A, -.1 .W's w, NE INV 107.75 (18-) TRAFFIC STOP BAR D 'N WHITE TO BE 4' D N INV 106.00 (30-1 11-- C c: 0 'o SE INV 106.00 tJb )21 cn cn BACK OF SIDEWALK F= 7b LJJ I-, Q) /STRUCT REJ "N r- .�! Lu N U IN SANITARY MANHOLE DOUBLE SAN. SEWER .�= r- 0 o ry (y) AM 1w: 1 1/2" POLY. DOUBLE > -5 V) < STA. 69+81 -17.5'RT. SERVICE LATERAL, TYP. 2 - 6" WIDE LCL, < I.-- n 8"PVC WATER MAIN NC. SIDEWALK FIRE HYDRANT ISTRUCTURE L STORM STRUCTURE #4 P.C. STA 69+2 RIM EL. 114.10 WATER SERVICE, TYP. TRAFFIC YELLOW -b -7 ADJACENT TO LOTS ASSEMBLY, TYPJ__/�* SANITARY MANHOLE SE INV 109.85 (8") STRIPES < BY HOME BUILDER STA. 67+59 -18*RT. TYPE P-1 INLET Pj. STA 67+58.74 = STA. 68+11-17.5' RT. 1 1/2- POLY. DOUBLE N INV 109.75 (8") b RIM EL. 115.22 0 WATER SERVICE, TYP. STOID. BAR DETAIL !P U_ P.T. STA 65+85.46 STA 90+00.00 S INV 108.9 RIM EL. 115.10 0) 5 8 1 " POLY. SINGLE I 5 fl E INV 110.20 (IS-) 0 a) E INV 108.9 NTS 28 25 REUSE SERVICE, TYP. 22 19 c: u _r 0 00 27 26 N INV 108.85 8 ) _cn 1-1 24 23 RED 0) 0 Nr c: C? 0 KAZAROS CIRCLE KA ZA ROS CIRCLE Lu .2 00 WHITE L TTERS 66+00 67+00 68+00 69+00 70+00 71+00 72+00 3: U., 100' VERTICAL CURVE 1 100' VERfICAL CUR C14 VE C -7 . ...... STO C 0 0 in M (n U- cv) 0 1-1 0- RED 117.0 117.0 O)o e-; cv) 24%24" HIGH INTENSITY -2 c; EXIST. GRADE C:) c: 0 30"X30" HIGH INTENSITY c: 0 C) ............ ------ + STOP SIGN (R1-1) PER MUTCD. m ----------- + MASS GRADING GRADE Now _0 + +0.56% r*-.. .� STOP SIGN 0 co iT) u_ 114.0 114.0 NTS V7 z CL '--PROPOSED GRADE ------------------------------ ------- KEY MAP ENGINEER . ............. . ...... ...... ..... .... . ............... ..... . . ... ...... . .... u 4 2004 . . . . . ... ......... - - ----- - RCP RONALD HENV6N 1� PE; F-L. REG. NO.34836 111 0 18 111.0 52 59 61 w DESIGN D CK t1j 186�F - 18" RCP 0 0_54%___1 'SAN LLJ RMH DS6 z 32TLF 8_S`PVCf SE rj 0 SEWER 0 0 0 ------------- co 228LF 8"pVC SAN. PROJECT NO. C4 ..... . ... . ... ...... C4 01054PP5 + + + X 108.0 108.0 Ln 0 ttl + 11 p 1 5 '. 31 DATE to 3o ro IL! % JANUARY 2003 59 (o to 194LF 30" Rc 0. 1 "'a ---, '-- 292& 36" RCP 0 0.09% < to< --!99LF 24" RCP 0 0.25 p 0 co F TV UO STA M RI N E ............ 2 v- C4 2, Jc . ..... ....... SCALE cn th th CA 16 _j If in SCALE: cnw v- 3 0' cin w >: HOR: Vo=,30o > z 3 1 a: >� _j SHEET 1 105.0 105.0 VERT. 1"=3' a: wi+3 w a:1 w 4 OF 13 1 253LF 8"PVC SAN. SEWER 0 0.35% CURVE DATA C-4 R = 120.00' A = 85*51'58" 4' ARC LENGTH = 179.8 �] CH BEARING=S77*56'01"W CH LENGTH = 163.47' 43 P.C. STA 72+2&2 1 4*7 Y. Nv 117.0 114.0 111.0 STORM STRUCTURE #17 TYPE P-1 INI ET STORM STRUCTURE #15 STRUCTURE K2 41 �z �cx/ STA. 74+62-17.5' LT. TYPE P-2 INLET SANITARY MANHOLE 4e, STRUCTURE H \STA. 77+22-17.5' RT. %ANITAR RIM EL 116.39 SANITARY MANHOLE RIM EL 116.21 # c SE INV 109.50 (18 -0 -10.15 (18 42 4! CONC. SIDEWALK STA. 74+85 NE INV 1 KUENZ 00 RIM EL 116.34 NW INV 109.00 (24 P ADJACENT TO LOTS PLACE d 41 NE INV 111.88 (6-) SE INV 109.00 (30-) BY HOME BUILDER NW INV 111.815 (15 1 35LF-18"RC 43% 39 SW INV 111.78 t"PVC REUSE MAIN 6"PVC REUSE MAIN. 40 94LF - 8"PVC SAN. 0 0.35%9-' STORM STRUCTURE #8 P.T. STA 74+03.13 P.C. STA 75+25.38 STORM STRUCTURE #16 TYPE P-1 INLET STORM MANHOLE STA. 72+81-17.5' RT. 6"PVC REUSE MAIN STA. 75+91 RIM EL 115.69 KIM EL 116.75 S INV 108.50 (18-) 1m POLY. SINGLE NW INV 108.50 (30-) REUSE SERVICE, TYP. S INV 108.50 (36-) 35LF-18"RCP 0 143% 8*PVC WATER AIN STORM STRUCTURE 4E f TYPE P-1 INLET STA. 72+81-17 . 5' LT. RIM EL 115.69 IN INV 108.00 (18-) 18 NW INV 105.75 (35) NE INV 105.75 (36 ) 4! CONIC. SIDEWALK 32 ADJACENT TO LOTS BY HOME BUILDER 6"PVC WATER MAIN STORM STRUCTURE ffl3 TYPE P-2 INLET STA. 78+13-17.51 LT. RIM EL 116.11 NE INV 110.00 (18: SE INV 1' CURVE DA 8"PVC WATER MAIN C-5 R = 120.00' 14 8"PVC WATER MAIN-` A= 60'02'48" . . . . . . . . . . . 16 ARC LENGTH 125.76' CH BEARING=SO4*58-38-W FIRE HYDRANT ASSEMBLY 6TORM STRUCTURE '-w I Frtdp_Tw = ion Ask, FIRE HYDRANT ASSEMBLY lb-0 PROPOSED'� GRADE d 0 + +0.39% 7!� MASSIGRADING GRADE- ------------------------ Ld_ 1931-17 8"PVC Z5%' z 108.0 SCALE: HOR: 1"=30' 105.0 VERT. 1'=,3' 8"PVC WATER MAIN 26 FIRE HYDRANT ASSEMBLY 1-8"x6" TEE 1-8m GATE VALVE 1-6" GATE VALVE V.I. WA YU+UU.UU STA 67+58.74 25 STORM STRUCTURE 44 118.0 115.0 is 109.0 STORM STRUCTURE 0 P.I. STA 80+29.90 KA ZAROS CIRCLE STA 61 +75.90 z 31 6"PVC REUSE MAIN 5 Z 1-6"x6m TEE o 1-6" GATE VALVE Z z I u o 0 go 0 STORM STR. #12 a- a. .......... Ld Ld 6 w w 24" THERMO WHITE STOP (4' BACK OF SIDEWALK) 1-8"x8" TEE STOP SIGN (R1-1) (24"x24") 2-8" GATE VALVE Y ..... . . . . . . 1 1/2- POLY. DOUBLE C-6 TYPE P-1 INII STORM STRUCTURE 1 cl� WATER SERVICE, TYP. R = 1085.00' STA. 74+62-17.5' RT. STORM STRUCTURE #1 STRUCTURE A= 06'07*50" RIM EL. 116.39 TYPE P-2 INLET P.I. STA 77+67.24 i - _q 8" GATE VALVE /STRUCTURE K1 SANITARY MANHOLE STRUCTURE I ARC LENGTH = 116.10' NW INV 109.00 (18-) STA. 77+67-17.5' RT. 94+12.91' 6"PVC REUSE Mj SANITARY MANHOFF CH BEARING=S21*58'51"E IN INV 108.00 (36-) SANITARY MANHOLE RIM EL 115.94 ST, STA. 72+98-17.5' RT. CH I ENGTH = 116.04! STA. 76+84 8 8"PVC WATER MAIN co cy) 12 C-7 SW INV 105.50 (35) 13 RIM EL. 116.29 SW INV 110.75 (18 9 ..... ........ RIM EL 115.58 R = 1085.00' SE INV 105.50 (36 1" POLY. SINGLE SE INV 112.22 KAZAROS CIRCLE 17NE INV 111.10 (8.), A= 13*52'13" 1 1/2- POLY. DOUBLE FREUSE SERVICE, TYP. NW INV 112.12 r8-j 10 6� (3) P T. 0 NW INV 111.00 (8 ARC LENGTH = 262.66' WATER SERVICE, TYP. P.T. STA 76+51.14 KAZAROS CIRCLE "I I CH BEARING= S1 1 *58'4!9"E 11 73+00 74+00 CH LENGTH = 262.02' 75+00 76+00 77+00 78+00 79+00 80+00 Ld t < 100' VERTCAL CURVE CL ...... . ..... ......... - - ----------- - ------ --- EXIST. GRADE ------- 1 117.0 ------------ ------------------ 0.59M - ----------- ------------------ +0.38% ka . ..... - - ------ -0.71X I .. ......... 114.0 RCP 18" RCp "-85LF 24" RCP 0 1.18% c; F., "-)88LF 36" RCP 0 0.13% to c� 15 0 16 00 188LF 36' RCP 0 0.13% CL 0- w 326-PVC REUSE MAIN 8"PVC WATER MAIN C-8 CURVE DATA STORM STRUCTURE 3 R = 50.00' 6"PVC REUSE MAIN 34 33 A = 20*33047" STORM STRUCTURE #3 P.T. STA 92+54 02 ARC I ENGTH = 17.9,V CH BEARING=N81*21'58"E 4' CONC. SIDEWALK STRUCTURE K2 FIRE HYDRANT CH LENGTH 17.85' ADJACENT TO LOTS SANITARY MANHOI F ASSEMBLY STA. 93+65-4! RT. STOP SIGN (R1-1) (241 BY HOME BUILDER 1-8"x6" TEE 1" POLY. SINGLE RIM EL 115.96 1-8"GATE VALVE 24" WHITE STOP BAR REUSE SERVICE, TYP. NE INV 111.50 �86. -6" GATE VALVE (4' BACK OF SIDEWALK) SE INV 111.79 /­'6"PVC WATER M AIN W INV 110.23 (8-) 10 fn STORM STRUCTURE 14 1. STA 94+12.91 STA 77+67.24 % 4"PVC REUSE MAIN 1m POLY. SINGLE 1 1/2" POLY. DOUBLE WATER SERVICE. TYP. WATER SERVICE, TYP. 1-6"x4" TEE 2-4" GATE VALVE STORM STRUCTURE [" I rl I ill 36 37 KAZAROS CIRCLE 90+00 91+00 w c" w Jc m 0 SCALE: HOR: 1':=30' 106.0 VERT. 1'=3' M.. STORM STRUCTURF 5 DOUBLE SAN. SEWER P.C. STA 93+46. SERVICE LATERAL, TYP.� 24" WHITE STOP BAR M:0g.- (4- BACK OF SIDEWALK) ........ ... STRUCTURE K1 STOP SIGN (R1-1) (24"x24") IN, x "O�: SANITARY MANHOLE 1-6"x4" TEE GATE VALVE 38 39 2-4 8"PVC WATER MAIN 6"PVC REUSE MAIN KUENZ PLACE KAZAROS CIRCLE 92+00 93+00 94+00 100' VERTICAL CURVE 0-1 w w - 1 EXIST. Ii- GRADE----__ ----------------------------------- ------------------------------------------------ PROPOSED GRADE % ---------- ....... . .... . . . .. ..... +0.65% .......... - --------- -7 MASS GRADING1 GRADE""' 366LF - PVC SAN. cd tti _j C6 d w j a. w a: w x r, a. w 24" RCP-/ "OD 0 U) gj Ld 4 115.0 112.0 109.0 106.0 0 t<_ - cn 7 00 -r 0) 00 ": r- < r: I I I.0 244LF - 18" RCP 0 0.20%--, 6 cri 04 0 pj L�, to 8"PVC SEWER! MAIN 108.0 ry old 4z� OD n co to 5' 105.0 C�d Ida: w Q) < Q) I V1 n c C> N Z E L: L L.- a) CL E :3 z CD 10 Lij LU 0 Z5 De (y) L a) 4'r_ < 7 < 0 0) 0 _j H u 00 it 0) 0 9 LLJ T 00 <L.0) C Lcu: < 0 c o o 7- 0 w (y) U v? U- _j ce) t=�'x 3 0 OL C? 0 -0 52. c 0 ca CD 'IT 'D IL KEY MAP ENGINEER u 4 2054 62 53 64 55 as 57 W 59 RONALD HENS 1! PE, FL. REG. NO.34836 7G '" 72 go DESIGN I CHECK 69 74 'n III I DRAFT as 5 62 RMH DSG Q - U - 47 �5 0 PROJECT NO. 7 11 12 13 14". 01054PP6 . . . . . . . . . ... 41 3o 3o W 17 DATE 4 34 37 4 JANUARY, 2003 3 2D 3M5 38 46 2 SCALE 1 28 27 2 2 2-1 22 L 30 SHEET 5 OF 131 CURVE DATA MONTCOMERY.. A VE. 46 47 48 49 50 51 STOP SIGN (Rl-l) (24N24") STRUCTURE F C-9 cn SANITARY MANHOLE STORM STRUCTURE #21 R = 250.00' it W/ 4 WAY SIGN (Rl-3) STORM STRUCTURE #23 iK A 25 w REMOVE EXIST. PLUG TYPE P-2' INLET TYPE P-1 INLET A= 07'30'50" ix STA. 101+88-17.5' LT. STRUCTURE E2 STA. 101+57 ARC LENGTH = .32.79' t8=),g:R �uj RIM EL. 115.63 j 0 & CONNECT TO EXIST. STA. 104+09-17.5' LT. CH BEARING= N87*53'26"E 1" POLY� SINGLE 44, >-o. 8 PVC WATER MAIN E INV 110.51 RIM EL. 115.64 RIM EL. 116.81 SANITARY MANHOI E REUSE: �SERVICE, TYP. Ix 52 CH LENGTH = 32.76' V) SE INV 108.50 (IB- STA. 104+55 - 6' LT. M SW INV 109.60 (18-) 54 i::ot REMOVE EXIST. PLUG S INV 110*51 SW INV 108.50 (24") 1 1/2- POLY. DOUBLE RIM EL 116.94 C-10 55 56 z & CONNECT TO EXIST. W INV 110.41 uj 57 WATER SERVICE, TYP. E INV 111.64 (6- R = 100.00' Z-! 3 n i-L z IFIRE HYDRANT 8"PVC SEWER MAIN W INV 111.54 A = 8848'35" 1 1/2" POLY. DOUBLE WATER SERVICE, TYP. ASSEMBLY tncn ir.;cn 03 M ARC LENGTH = 155.00' 77 7­7-7-7.; POLY. SINGLE 0 rk ..... . CH BEARING= S43*56*52"E .:::Z CH LENGTH 139.95' WATER SERVICE, TYP. 0 C/) P.T. STA 105+74.44 Of 0 Z 0 _ - < I_ WIN "01" 0 8"p g 53 > VC WA TER MAIN <c rn �?.'.X/% ""o 'H jJ8 8 8T -it 1;04 DOUBI F SAN. SEWER IZ) w x at SERVICE LATERAL, TYP. w + V) oor SPEED IMIT SIGN 25 MPH) 4' CONC. SIDEWALK ui ADJACENT TO LOTS 1" PO____ 4" WHITE� STOP BAR BY HOME BUILDER REUSE z I I TYP.r BACK OF CROSS ALK) REUSE MAIN - 0 16 P.I. STA 101 +85.24 S" I - SINGLE SAN. S R STUB & PLUG + 54 01 r "PVC WATER MAIN 8 M SERVICE LATE L, STA 114+81.84 6"PVC REUS 6"PVC REUS 4* sil- 103192 11.5 .11. AIN �l CONC. SIDEWALK P.C. STA 101+17.77 UKL A S MAIN (BY 0 HERS)� RIM EL 116.70 STRUCTURE Ell ADJACENT To LOTS SANITARY MANHOLE c/) 'e ­Q\ P. T. STA 101+50.56 % STORM STRUCTURE 124 NE INV 109.22 (18,) BY HOME BUILDER P.I. STA 100-Irw. - I SANITARY MANHOLE STA. 107+44 - 6' LT. NW INV 10u.22 tits (0) ST STO 70 STA. 105+40 - 6' LT. RIM EL. 117.10 co A 60+00.00 sm, RM STRUCTURE #25/ 1" POLY. SINGLE RIM EL. 117.64 NE INV 113.56 (6-) REMOVE EXIST. PLUG 68 6"PVC REUSE MAIN 69 SE INV 112.0 70 71 REUSE SERVICE, TYP. NW INV 113.56 (6") & CONNECT TO EXIST. 5 (6") SW INV 113.39 4"PVC REUSE MAIN MONTOMERY AVE 6"PVC REUSE MAIN NW INV 111.95 (8 DOUBLE SAN. SEWER (8" IMPROVEMENTS NUEV 67 (BY OTHERS) MONTCOMERY A VE. 16"PVC REUSE 6"PVC WATER MAIN-,-/ HIRE CIRCLE HIRE CIRCLE SERVICE LATERAL, TYP. 72 MAIN (BY OTHERS sl - LOOP 100+00 101+80 102+00 103+00 104+00 105+90 106+OOL _B 6� ll�� 4:� � 107+00 0) 100' VERTOCAL CURVE ---------- Ld - - - ------ - --- _,_­_____­ - - - -------------------------- - - . . ...... ------ rz. a mak -0.4270 EXIST. q GRADE - 115.0 7 _T 112. 0 (BY OTHERS) ell 00 00 z 0 R 0 0.35% _8"P r- _04 L 7C SANITARY SEWE 24-RCP + - + 109.0 0 ol C) F lip- I 0: - - (A vi - ----------- w - z 0 In 0 V� to cn(d SCALE: HOR: 1"=30' _j 106.0 1 VERT. 1 fp=,39 m a. w a: w M a:w 0. Iw I CURVE DATA 59 C-11 STORM STRUCTURE #29 60 R = 100.00' TYPE P-2 INLET A= 63*0-q'10" 15' DRAINAGE STA. 108+53-17.5' LT. ARC LENGTH = 110.20' 62 & UTILITY ESM'T RIM EL. 116.77 CH BEARING=S32'01'35"W STORM STRUCTURE #26 58 NW INV 110.75 (118") CH LENGTH 104.71' TYPE P-1 INLET \i \ SW INV 106.96 (30") STA. 110+66-17.5' LT. 1 - 8"x8" TEE SE INV 106.96 P.T. STA 108+97.13 RIM EL. 117.68 1 - 8" GATE VALVE NW INV 107.44 (30") 1 - 6" GATE VALVE SE INV 107.44 (30-) 1 - 8"x6" REDUCER 35LF-18"RCP FIRE HYDRANT 20' UTILITY 0071% ASSEMBLT I EASEMENT ....... . ...... ... .. lo�: 6"PVC REUSE 0) MAIN ozor eor 61 57 Z STORM STRUCTURE #27 :zr STORM MANHOLE I Milli, LT. 3" .1.11 1 � 1.1-1.1 STA. 109+63-17.5 PVC WATER h .......... RIM EL. 117.20 NW INV 107.21 (30") STORM STRUCTURE #2 NE INV 107.21 (30) TYPE P-2 INLET P.C. STA 109+27.28 STA. 108+53-17.5' RT. RIM EL 116.77 1 1/2" POLY. DOUBLE SE INV 110.50 (18") WATER SERVICE, TYP. 1-6"XA" TEE T A 118.0 c 115.0 112.0 109.0 SCALE: HOR: V=30' 106.0 VERT. 1$#=39 EXIST. 't GRADE - -- - - - - - - -- ! - - - - - - - - - - - - - - - - - --- l___llll_____­_­l__­ ! a- PROPOSED GRADE +0.83% 118.0 V) (Z�� ...... 0. 72 ......... . 71�_, - �_' - __ - - E--q N Q, +0.5: --- ------- to --------------- to SS GRADING! GRADE + 115.0 . ... .......... < cn A ........ .......... 11-4 *A. - SANITARY SEWER 0 0.35% 112.0 VC z 294L S, A I N I-T A ARY' ...... E'l­ 0 . ..... . . ------ .. . ....... . . c; ------ t in Lo 207LF 18" RCP 0 0.35% 39LF - 18" NCP 0 0.97% 0 + W to C) i Q C) g2l 109.0 0� �to . ... . .... . ...... ------ ....... d: Ln I < to 0 00 __1- � IT= 1_1 ....... . 0 V) od - + W Lj a: ro- L-LJJ . ...... . CL LAJ LJLJ 3� a: LLJ 63 64 65 HIRE ZRCLE 106.0 c�d -�g 66 676"PVC REUSE MAIN STRUCTURE D P. STA 110+92.19 SANITARY MANHOLE STORM STRUCTURE #25 Q) TYPE P-2 INLET STA. 110+86 ro RIM EL. 117.62 1" POLY. SINGLE 1 1/2" POLY. DOUBLE STA. 114+35.50-17.5- LT. 8"PVC WATER MAI < Q) 8" WATER SERVICE. TYP. RIM EL. 115.45 SE INV 112.03 REUSE SERVICE, TYP. 6"PVC WATER MAIN E INV 108.50 (18") NW INV 111.93 �8" n CQ 44 44 NE INV 108.20 (24") SE INV 108.20 (30") STRUCTUREF SANITARY MANHOLE 8"x6" TEE m 8* GATE VALVE mm 6" GATE VALVE -67LF-24"R(:P 0 0.457, F P.I. STA 114+61.84 STA 101+85.24 S; 4"PVC REUSE MAIN _r_ L: SIDEWALK a) P.C.C. STk 114+2669 STORM STRUCTURE #2 n ADJACENT TO LOTS P.C. STA 112+82. CL a) P.T. STA 114+31.84 CURVE DATA @ BY HOME BUILDER 0- Z) DOUBLE SAN. SEWER STORM STRUCTURE #21 0 2 TYPE P-2 INLET R 100.00' (a) co L4,p 0) SERVICE LATERAL, TYP. &= 94"29'06" E -6 uj 1,--, a) STA. 114+35.50-17.5' RT. 24" WHITE STOP BAR ARC LENGTH = 164.91' c LU Cq LJ ll::::� .5 RIM EL. 115.45 CH BEARING= S69'09'42 2 0 ry co i� -E (4* 13ACK OF SIDEWALK) a,) W INV 108� 75 (18") CH LENGTH = 146.85' < STOP SIGN (Pl-i) (,,)A'$ ')At' Y, Z V%o VnL D STRUCTURE C to A 1 C-13 I— Lj 1-6" GATE VALVE SANITARY MANHOLE 6 x4" TEE 0 7 SANITARY MANHOLE R = 735.00' W 1-6"x4" REDUCER STA. 108+64 74 1 - 6" GATE VALVE < 00 1-4" GATE VALVE A STA. 109+79 75 A= 10*47'36" 0 Ce 0 73 RIM EL, 116.64 73 1 - 4" GATE VALVE ARC LENGTH = 138.46 0 P.C. STA 107+86.93 RIM EL. 117.13 68 c __j _CH . . . . . . . . . . . . '31'21 "W 4) CH BEARING=N16 (D SW INV 112.88 (8") LINE K NW INV 112.39 (8-) 6"PVC REUSE MAIN C..> 0 (D 72 N INV 112.98 (8") s TION 8"PVC WATER MAIN CH LENGTH = 138.25' 00 09+50.00 NE INV 112.49 (8-) i�IX C-14 HIRE CIRCLE HIRE CIRCLE 6 _-D 0 R = 50.00' di 0 0 108+00 109+00 110+00 111+00 1194- 11 HIRE CIRCLE A = 12*46'24" it� m 10 c: Zf C/) 3- I I 4+u ARC LENGTH = 11-15' S:�L Lu CH BEARING= N04*44-21 -W - cl 100' VERTICAL CURVE < 100' VERTICAL CURVE 11.12' lomp- s Cme� Z) 0 __J EXIST. CL GRADE CH LENGTH 'o -,o 7 5� 0 'vi 0 ---------- 40f In U- All u . . ........ . .. _=-Z 0 ------------------------ .. ........ ..... 4M C? t 118.0 D)o -2 co MASS GRADING GRADE -c 0 Fz, 0 . ....... .......... . .. . ..... . .. . ........... ---- - ---- - PROPOSED GRADE 1 . ..... c: 0 115.0 KEY MAP . ... . ... ........... - - ----- e/ - ENGINEER H ......... 102LF-8"PVC SANi. SEWER 0 mp, B RONALD HENS L REG. 34836 LAJ 112.0 , L70171 0 , "10 -T DESIGN DRAF- 40OLF-8 7 CHECK z C ---- 3AN. SE 0.35% ------- 0 o cy, 0 0 RMH DSG 0 ...... I L6 qt 0 Lo L6 00 ------ Lci st to Lo PROJECT NO. fl% ........ .... .. 14 0 00 . . .. ..... 00 + + -- ---- - fn -- - ------------ 01054PP7 + + 00 w + + 109.0 31 DATE Ivi in -- I co 379LF 30" RCP 0 6.20%--,, Itt 11 6LF 30" RCP 0 0.20% 7 30 AW 3 JANUARY 2003 W, in to . ..... 0 2 2-2 C6 to' - - in Li _j_v) cd --.;- fl�- V) uj V) 0 wi in 22 SCALE V_ ........ .. __­_ .. . ... ---------- . . .... - --- - ------------ ------- F W LLJ > 5- L) 25 30' _j 'T z g loc I LLJ! ui 26 a: _j CL z w a: a: -j . - 0: _j SHEET ui m _j U. 106.0 6 OF 13 100' VERTICAL CURVE EXIST. GRADE 0 -0.7220 + 0 C/) SAN. SEWER 0 0. -JJ2LF-=W- A +0.467* 41 4' CONC. SIDEWALK ADJACENT TO LOTS BY HOME BUILDER 6"PVC REUSE MAIN 42 TRACT F 'yr SANITARY MANHOLE H SEE SHEET STORM STRUCTURE 19 f F. <>£ �} f i'c t� rt STORM MANHOLE f RIM EL. 113.50 00 " N INV 105.12 ( 36 Q t?< SW INV 105.1236"1 _' 14 �y. 24 DRAINAGEGE &U UTILITY EASEMEN Tto � TRACT H1 DRY RETENTION _Al �..> D ,9 a t STORM STRUCTURE IC • t .. I � _ MITE REO END SECT s c $ W/ SPLASH PAD . :>fi �T�o.. �To� �.•T� �o� .,, o I 4 �, rt' r; A INV. 105.00 KAZAROS CIRCLE 15 8"PVC WATER MAIN PA PROPOSED GRADE LOTS 14 & 15 RETENTION POND »TRACT »,H _ �, ` 4 ---EXIST. GRADE 113.0 113.0 35LF-18"RCP 0 143% 110.0 .».,»»,..,.wa,,,w4.,o,».,....»».»»„»»»,.N,»„»,....»„» »y» .. 7»»,x.»,»»„�v».�� s...,, R. „», m,»»,,.,.�.»..»,,.»M,.,.»»..».»»..»_».•........».m,.�»,»»,mx.,»»».»,».,».».,�..._»..,.»»„».»,»»».».�..o�,»»�»,,..»».d,.T.,..v»,��,,,, . �.»»..,...,. , .�,�,.,,.»„»»,.,»».»»..n,_»»,»„».»»....�»,»,,,a.».,».»,n.�».a.. ,,.»,»n»,. »,».,,»..».w..J .. v,,,.w,»�,...,»,....,,».»,,,�». ' �� 110.0 17 TRACT H1 107.0 . »».».,..,DRY RETENTION .,», .Al 10 7.0 v N Co 51LF-36"RCP Lo + »_ »� m . � mTM , n„ . , ,n. � m, . ,..,,_...0 0.249 SCALE: , , .... ,..r, ..,. m , H OR: 1 "= 30' 104.0 VERT. 1 "=3' Y W 18 19 u 104.0 29 6"PVC REUSE )RM STRUCTURE #1 4' CONC. SIDEWALK ADJACENT T T 0 LOTS BY HOME BUILDER rw _ V - K N 8"PVC WATER MAIN k KAZ-�rAROS CIRCLE b.`<`1 1 8"PVC WATER MAIN STORM STRUCTURE #2 28 1 POLY, SINGLE WATER SERVICE, TYP. 8"PVC WATER MAIN i<z . si��Ke'k'Z�:ra;`�*`�r �o's4s.:.h<e�a�y •eo � o .. A..2. to 6"PVC REUSE MAIN -- C-TMI Inrl gee a 28' UTILITY EASEMENT 6"PVC REUSE M STUB & PLUG 2 1 1 3.0T 2£,r REMOVE EXIST, PLUG & CONNECT TO EXISTING 12"PVC WATER MAIN w/ 12"x8" REDUCER, EXIST. 12" GATE 1/.4L OF & PL 1/0 EXIST. 12" P11C W,47Z-R ILIA/N CROOKED CREEK DR. w EXIST. SA /T'4RY & (50 ' R/T�� TOP >14 5.3 /NY. 107.2f (8'% ro `a CORE BORE EXIST, SANITARY MANHOLE, CONNECT NEW 8"PVC SANITARY SEWER EL. 107.30 & REPOUR EXISTING FLOWLINE. 116.0 EXIST. GRADE 116.0 113.0 113.0 110.0 ... .� m_........... ...._ ...,.... _._.m_.w.. _� m. rt_w.._........ »....__. __..._....._.m........._�....._.. _, w. 110.0 w -$PVC SAN: SEWER"'�"...0:35'�.....�......._........ 1�59LF"_.� m __ _ .. _. _,..m .._� m _........ _.w .................._............ _.._.....rv. 107.0 107.0 M SCALE: H OR: 1 "= 30' . _ .m__m _ ....._ M _ 104.0 VERT. 1 "=3' 104 t i STRUCTURE B SANITARY MANHOLE 6"PVC REUSE MAIN m SANITARY 73 4"PVC REUSE MAIN DIRE CIRCLE EXIST. 8 P!/C `Y�I TEfi' iLfA/N EXIST. >8'f�CP STORM 5zW-R EXIST. 30' UTILITY ESM'T \ 57 WET TAP EXIST "P . 8 VC WATER MA IN N w/8"x8" TAPPING SLEEVE GATE A V LVE A & VALVE VE BOX 20' UTILITY ESM'T N'-8"PVC WATER MAIN cS• 6"PVC REUSE MAW >` STUB & PLUG ..........bA 6"PVC REUSE MAIN58 EXIST. /2" Pic wATEfi' M.4/N ,F \lb `. t" 'o.�,. URE 30 $ �, STORM MANHOLE EXIST. 4'P11C lY.4i5? AMIN�'� RIM EL. 113.50, NW INV 106.82 (30") 8.9 ' S INV 105.08 (30") 15' DRAINAGE & -1 UTILITY ESM'T STORM STRUCTURE #29 4' CONC. SIDEWALK ADJACENT TO LOTS BY HOME BUILDER STORM STRUCTUI MITERED END SE W/ SPLASH PAD INV. 105.00 6"PVC WATER MAIN 6® 1 A LK NOT •k f t } 4 } i � A S �i S k i l s s <5 3 �S kv s e TRACT G1 50. DRY RETENTION A2 CONCRETE SIDEWALKS ADJACENT TO SINGLE FAMILY RESIDENTIAL LOTS SHALL BE CONSTRUCTED BY THE HOME BUILDER AT THE TIME OF LOT DEVELOPMENT. CONCRETE I E E SIDEWALKS WITHIN TRACTS, ADJACENT TO TRACTS AND ON MONTGOMERY AVENUE SHALL BE CONSTRUCTED BY THE SITE CONTRACTOR PRIOR TO COMPLETATION OF CONSTRUCTION. T G1 EN TI ON KEY MAP 9 tn rS p Cif d4`-. z w 0 U t ;. Z b >� 2p w ���" 9✓� : ✓ c'��m/� z (n V p 5 w ' m 0 o W. W W ,j Uvi a a 0 0t� :.,..,....: w w z; 00 co Cn W �r o wCL �o--, WC o CoLoE-1� W LJ_ 0 n 116.0 c;d W o 0 113.0 Q Q 110.0 � -1- 107.0 � } t\ C L a? 1✓ D @j Q 104.0 c co o o a Lu CV o 0 LLB c") F- v D C/) Q �•( w < 0 w�� Qo u • T-w( i � o > A 0 O > 04 W O �. N N z c- O 'o X U 2- 0 LL M -� Do c a., c 0 CD ai ENGINEER E AR 4 NA RONALD NENS N 11 PE, FL. REG. N0.34836 DESIGN DRAFT CHECK RMH DSG PROJECT NO.01054PP8 DATEJAN U AR Y, 2003 SCALE 1 „ _ 30' SHEET 7 OF 13 NOTE: TOPOGRAPHIC CONTOURS SHOWN WITHIN TRACTS A AND B, THE ASHTON PARK SINGLE—FAMILY SUBDIVISION DEVELOPMENT, ARE BASED ON THE COMPLETION OF PUD SITE MASS GRADING IMPROVEMENTS BY THE PUD'S SUBDIVISION CONTRACTOR. THEY DO NOT REFLECT CURRENT "EXISTING" CONDITIONS. MASS GRADING EFFORTS FOR ALL PUD TRACTS WILL BE COMLETED BY THE PUD'S CONTRACTOR PRIOR TO COMMENCEMENT. OF CONSTRUCTION OF INDIVIDUAL TRACT IMPROVEMENTS. -1 C�) �, i : Z 1. Q�)' 1,�.- ,., , . I i , � 1" � � I � i : I - � I ` .. , .. .. '� '... I- .. i..... - - ., �. . . I � 11 ,.�. I '. " . , . � I . � ,_­_.'­-­, _ , % �.,, I � .�,--� i 1 ..... .1 __ . I �1_1 ; I ___ _____ I . �_ ­­_._.______ I � � I � ...... i I i _.- ____,___1 --- �, ____ * CEX_ T V�1 s - 60 ,4 @ _­ ­ ­t-.1.1­111 I X .. - , ­_­­­_ ____ ­X­* ... ...... ....... : ......... .. ... ..... .. 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LOT TYPE A - GRADING TYPE L ? t b!3 , '? 13 i 'I L411-01, / " ,\ _7 _ FINISH GRADE +./ I (TYPICAL) GENERAL NOTES 1. FINISH FLOOR ELEVATIONS INDICATED FOR TYPE A & B LOTS ARE MINIMUM & ARE 12" ABOVE HIGHEST ADJACENT STREET CENTER -LINE GRADE. FINISH FLOOR ELEVATIONS MAY BE RAISED IF DES'RABLE. 2. FINISH FLOOR ELEVATIONS INDICATED FOR TYPE C LOTS ARE MINIMUM & ARE 12" ABOVE HIGHEST FINISHED CONTOURS THAT ABUT.. THE BUILDING. FINISH FLOOR ELEVATIONS MAY BE RAISED IF DESIRABLE. 3. DRIVEWAYS SHALL NOT EXCEED A SLOPE OF 14%+/- __ k____ ,.*� - i� g% --- A� -­w_ of "a 4� , " i 9 ,,+.1 Jkj -_ a k, - 1� / 79 __ a , 49 _� ,�� -, "'e, __� L A� ­ &. ___9 � slor sLoprJ01 nor 0 � _ s1n,­ Et Af I/ Lp- 1�1 LOT GRADING TYPE A - ALL DRAINAGE TO SIREET LOT GRADING TYPE B DRAINAGE TO FRONT & REAR LOT LINE (5 - I a / v it _,�_ 4V_ w — all -ki --i "r i! ff- � IF I . - Az / # ­_ I Vj LOT GRADING TYPE C __"�449. ALL DRAINAGE TO REAR LOT LINE I "I ) " . "-I M I _ - LA . 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Qq C) 0 (Z) Coe) u � 0 E__1 (Z) j (-) I 4 �I4� (Z) m 6ki C) aC;� t--.qU %Ij I- `4 1�11 0 I I. -I E-1.1 �_) C � Q) C..� 0) C CD -12 = " c: E !4 _ff = " -0 a) a) 0 W n E @j 5 D CI Q-� ,_ z 0 Z) c: c C:) a) .LD i- LO 0) ==� E -6 ILIJ t,, u) � F- .,� c _5 1,J < c U-J Z: t__ C) .9 V) 8 Z r', a) C3 a) "a 1* � , - c: 0 ry 0 C3 (D — 12E C...) 4) (1) , c- 0 7-0 00 41W v . to I-- rl� "zt (c:') 0) ::D 0 C? Lij uj 0 .c: 00 10 - U) 0) 04 (a...> C c , : 3�, fz�- 14E !� < (D 0 u � V) C CN c "o Z 5� = 0 o m 0 _j r_1 � I - N w•rL op VMMMN04 "� C? 0)0 c -0 co 0 :z 0 t`1 C) cn CD Irowm� ZL- 0 :!i- r-------,% a _p .,- i15 0 - AZ - a_ I ENGINEER ..' I , .. I . :,t,jlNp 4 20� - , ' RONALD HENSOFI-11 PE, FL. REG. N0.34836 DESIGN 1 URAFT I CHECK � RMH I I DSG ­ I ' PROJECT NO. - I - 01 054T IATIOCTOBER, 2001 SCALE 1 „ = 60 ' SHEET 8 OF 13 Type A Or B Riser Z " Les CL Type A Or B Riser - DIMENSIONS & QUANTITIES 0 C/) 2 Additional Bars A I Bars A Short Way-- V (See Section B-B2- #5 Hoop Bars Top Slab Reinforcin Supplemental Bar A Or B M GRATE SIZES CONCRETE CU. YDS, S01)DING SQ. YDS. 0 5" O. C. (2 Lap Splices Permitted) y D X A B C E F G NSTANDARD EA $ #5 Hoop Bar � c m- SINGLE DOUBLE TRIPLE QUAD. WEIGHT STRONG SINGLE DOUBL TRIPLE QUAD. SINGLE DOUBL TRIPLE QUAD. � .� S _j Perpendicular Bars A Q rn n Y PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE , See Section A -A #4 Hoop Bar �+ u, o o AT TOP SLAB { ) 3'-6" o FnF 15 2-7 2,27 4.09 6.36 4.03 8 1.22 4.63' 7,21' 9.79 12.37' 1.19 0.40 0,61 0.80 1.00 9 11 12 14 to - 2 Additional Bars B--- -+-12 --- 18 2'-10" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4.92' 7.75' 10.58' 13.42' 1.21' 0.47 0.69 0.91 1.14 10 11 13 15 Z J o o ® 5" MaxJ. 0. C. Eac - 24 3 -5 2.53' 7.18A 9.71' 7.030 11` 1.73' 5.50' 8.92' 12.33' 15.75' 1.25' 0.60 0.90 1.21 1,52 11 13 16 18 w C + ,L / _ Side Of Opening I Optional Shear K 1 3{ 30 4 -3 2.70` 9.25' 11.95' 9.03' 13' 2.00' 14.58 18.83 1.29' 2 1 2 3 0.75 1.19 1.63 2.07 15 18 21 Z 2-# 7's Each Way "� i� Reference Axis 36 5 -1 27.87 11,31 14.18 11.03 15 2.24' 6.67' 11.75' 16.83' 21.92' 1.33' 2 1 2 3" 0.89 1.48 2.05 2.63 17 21 24 O o ` �•-t �' Placed On To Of b I 2 Additional Bars A Wall Reinforcin Shear Key U U P Y 42" 6'-O" 3.05' 13.37' 16.42 13.03' 17' 2.45' 7.25' 13.25' 19.25' 25.25 1.38' 2 1 2" 3 1 2" 1.05 1.82 2.57 3.34 19 23 27 N _i Bars A And B At 45' ' 5" 0. C. 4 "_ 6'-9" 3.22 15.43 18,65 15.03' 1 ' 2.65' 7 4 1 28.06` 1.42 2 1 2" 3 1 2" 1.21 2.15 3.07 4.00 21 27 30 W W_ I.L. cam' LM 10' Draf 7 NOTE: Variations in shear key dimensions 54 7'-8" 3.39' 17,49' 20.88` 17.03' 21' 2.83' 8.42' 16.08' 23.75' 31,42' 1,46' 3 4 1.39 2.55 3.72 4.88 23 28 33 0 0 Bars B Long Way L will be permitted subject to the 60 8'-6" 3.56 19.55 23.11 19.03 23 3,00' 9.00 17.50' 26.00 ' 1.50' 3 4 1.59 3.02 4.44 5.86 25 31 36 yy. _ Parallel Bars B (See Section A-:P� (See Section B-B) t- �: _J : � ✓ Z Engineers approval v 5 z 1_ i 1 _ i° TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM n 10` Draf A 6.42 A 6.25 DIMENSIONS PERMITTED TO ALLOW USE OF 8' STANDARD PIPE LENGTHS - Q 10.40 010.10 DIMENSIONS PERMITTED TO ALLOW USE OF 12' STANDARD PIPE LENGTHS • SLOPE: w 1 3 Shear Key A0 CONCRETE SLAB SHALL BE DEEPENED TO FORM BRIDGE ACROSS CROWN OF PIPE. SEE SECTION BELOW a a CAL w_ A 2:1 4 0R PIPES 24P AND LARGERSMALLER W 8 ` c d - k�187 AND 0 0Optional Shear Ky - _1 w .. o c �4:1 C 5 d a> c 10 F- 0 o W c BEVELED OR ROUND CORNERS 3" w w c3 c c oY O N U D. U m 0 ; N 3'-6" T ;f4 ®12" BW = o m N= Bottom Slab Reinforcin AT BOTTOM SLAB SOD so `•-j d a x �n cmo #4 12" BW c o (Horizontal Bars m (Horizontal Bars c o ~ o M rn N a ars A 3'-6" Continuous Around m a Continuous Around m °' - Or 6 m °' o Corners. For m o U c ���y 1 n m m o 4'-0" rs o 6" Rectangular Risers) M� m,_ V o CONCRETE PIPE CONNECTOR 1 Corners For o! Y) Bars N - o ! I I ' _ Rectangular Rise )P Bars SLAB TO WALL DETAILS FOR PRECAST ALTERNATE CD u o o ~ c �� - 1 \ DITCH GRADE p o 3 2-Extro # 4's in v► m ? I I SADDLE --1 - to v Each Side And - / ' 1O c` d Bars B Above 0 enin E E m Vertical Wall Reinforcing ? 0 0 �� m z n o c 8" Opening o a u (See Table) 9- # 4 Ties 0 12" O.C, q �, a 6" Y - Y - . m Rotate# 4 Bars As Required o m _ a o 0 0 () III o w (See Section) To Maintain Cover _'=� - kNTLESS00 ''-o #4' 12" O.C. M 0D •i-c- i0 u o #4 Ties 0 12" O.C./4 BAR W'a c o II Each Wa m m m xtra Reinforcin Horizontal Wall Reinforcing c #5 PeripheralAN D 4' SOD a o m y c c 0 to At Openin (See Table) a° Reinforcement Q. - in m {See Note) (I ti NO PIPE JOINT PERMITTED �j �y. d - 8" ,W ry III 8" m ai UNLESS APPROVED BY '`j co 0 m m II rY O m SOD HE ENGINEER. c I _ #5 Peripheral �( E o - �_ c p ,/, ---"'� � PAID FOR AS PIPE CULVERT 1 Reinforcement J CONCRETE SLAB , 3" HICK , REINFORCED WITH VARIES) F (PIPE TO BE INCLUDED UNDER UNIT PRICE FOR MITERED END SECTION) m Bars A Bars B c m Bars A Bars B c^ W W F 6 X 6-W1.4 X W1,4 .IfU� ALTERNATE A v o ALTERNATE B Wall Reinforcing V-6" 1 SECTION A -A m SECTION B-B SECTION C-C (m°x) TOP VIEW - SINGLE PIPE S E C T I O N w �� CV n w n of NOTE, Provide extra reinforcing each side of each opening _o °' = NOTE: When the inside diameter of a round structure is a to N n not more than 1'-6" larger than the opening in un at 3" maximum spacing equal to half the area of vertical MITERED END SECTION the riser or top slab, the top of the structure reinforcment removed by the opening and provide the SPECIAL TOP SLAB* to the some area of reinforcment above each opening at 3" F.D.O.T, INDEX #272 W W � or riser shall be constructed according "Special Top Slab" details on this sheet. maximum spacing as removed by the opening. N.T.S. n- � GENERAL NOTES 1, Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and S-6" 6. Structure bottoms may be used in conjunction with curb inlet 10. The corner fillets shown are necessary for rectangular structures used with circular ' • "�1 O square (Alt. B) are designated Type P. Larger standard structure bottoms tops Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless risers and inlet throats and used on skew with rectangular risers, inlet and inlet f•-•f» •I -_ - ^� are designated Type e Risers are permitted for all structures. otherwise shown in the plans or other standard drawings. Alt. B structure throats. Fillets will be required in lieu of the bottom slab of the. Alt. B riser when J.bottoms may be used in conjunction with curb inlet Types 7 & 8, or used with the Alt. A box. Each fillet shall be reinforced with 2- #5 bars, / I CAI 2. Walls of circular structures (Alternate A) constructed in place may be any ditch bottom inlet unless otherwise shown in the plans or other standard ^� 'y� of non -reinforced concrete or brick or reinforced concrete. Precast and drawings. 11. Inlet throats, riser or manhole tops shall be secured to structures as shown on 6.4 rectangular structures (Alternate B) shall be constructed of reinforced Index No. 201. P z a 2' MIN. TONGUE & GROVE � � JOINT TO MATCH X concrete only. 7. Rectangular structures may be rotated as directed by the Engineer in order to facilitate connections between the structure walls and storm sewer pipes. 2' - 8" MAX. RISER < 2' M N_ `� 2' - 6" MAX. 3. Wall thickness and reinforcement are for either reinforced cast -in -place 12. Structures with depths over 14' are to be checked for floatation by designer of or precast concrete units except that precast circular units max be furnished project drainage. / �1 with walls in accordance with either A,S.T,M. C-478 (up to 96 diameter) 8, Except when ACI hooks are specifically required, embedment hooks in the ` or A.S.T.M. C-76, Class 111, B Wall, modified where the elliptical steel cage top and bottom slabs may be replaced with straight embedments or peripheral 13. Units larger than specified standard may be substituted at the contractor's option TONGUE & GROVE area is laced in the center one-third of the wall, e JOINT TO MATCH p reinforcement in accordance with the reinforcement detail shown under when these units will not cause or increase the severity of utility conflicts. Such RISER !.y 4. Top and floor slab thickness and reinforcement are for precast and cast in 'Rebor Straight End Embedment Or Peripheral Reinforcement In Lieu of ACI larger units shall be furnished at no additional cost to the Department. Larger ��$ RISER , J Standard Hooks For Top And Bottom Slabs', Index No. 201, Sheet 3 of 6. Alternate A units cannot replace Alternate B units without approval of the 0 3' - 6" OR 4' DIA. RISER place construction. Top and floor slabs shall be of Class II Engineer. This note applies to this Index only. • 3- •- 6" OR 4' D►X Q concrete, Concrete as specified in A.S.T.M. C-478 (4000 psi) may be °° TOP VIEW used in lieu of Class 1 and Class 11 concrete in precast items manufactured 9. All steel bars shall have 1-1/2" minimum cover unless otherwise shown. Qar �14 1­_� in plants which are under the Standard Operating Procedures for the Horizontal steel in rectangular structures shall be lopped a minimum of 14. For manhole and junction box tops, for frames and covers, and, for supplementary .x, I- inspection of precast drainage products. 24 bar at corners, details see Index No. 201. ^ I•� TOP VIEW RECAST CONCENTRIC CONE 5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire PRECAST ECCENTRIC CONE fabric, either smooth or deformed. CLIPS PERMITTED 2'-0" Or 3'-0'' TYPE 8 MANHOLES ON 3'-0" FRAME STRUCTURE BOTTOMS - TYPE J AND P 2'-0" OR S-a" 5/8" _ Q C�s - NOTES: (TOPS) I- 1.MANHOLE TOP TYPE 7 SLABS SHALL BE OF CLASS 11 CONCRETE, W F.D.O.T. INDEX #200 r12' P CONCRETE AS SPECIFIED IN ASTM C-478 MAY BE USED FOR N.T.S. PRECAST UNITS. SEE GENERAL NOTE No. 3. 2. MANHOLE TOP TYPE 7 SLABS MAY BE OF CAST -IN -PLACE OR = if 1 1/2" OPTIONAL KEY 1/2'-I PRECAST CONSTRUC110N. HE OPTIONAL KEY IS FOR PRECAST TOPS Q 5,1 AND IN LIEU OF DOWELS. FRAME AND SLAB OPENINGS ARE TO THICKNESS OF BE OMITED WHEN TOP IS USED OVER A JUNCTION BOX. FRAMES � \ STRUCTURE LL CAN BE ADJUSTED WITH FROM ONE TO SIX COURSES OF BRICK. WALL SECTION SECTION SECTION 3, MANHOLE TOP TYPE 8 MAY BE OF CAST -IN -PLACE OR PRECAST Q W CONCRETE CONSTRUCTION. FOR CONCRETE CONSTRUCTION NOTE: SEE SLAB DESIGNS INDEX ZOO. BEEHENSAMEEASAND HESTEEL SUPPORITI GRWALLNUNIT.SHALL AN ECCENTRIC z SECTION 3" For Curb Inlets Types 1, 2, 3, & 4 TYPE i CONE MAY BE USED. Q) (� (� © 4.MANHOLE TOPS SHALL BE SECURED TO STRUCTURES BY OPTIONAL OVERLAY 2' MIN. VARIES CAST IRON FRAME `''AST 1' `ON FRAME, CONSTRUCTION JOINTS AS SHOWN ON SHEET 3 OF 6, I -- JOINT, c V 12" MIN. 12 MIN. ST®R.'1 MANI�OLG "I"E I MANHOLE TOPS qZ4 P44. WOVEN OR NON -WOVEN FILTER FABRIC TYPE D-3 F.D.O.T. INDEX #201 F.D.O.T. INDEX #201 F.D.O.T. INDEX #201 >..,; (SEE FOOT INDEX 199) NTS NTS NTS JOINT r a- CAI SECURING DEVICE E111PTICAL PIPE 6 1 - 6 !f<? ..; z Inlet Type 2 Symmetrical About r VARIES 2��R, t 1 JOINT. 12" MIN. 12 MIN. �� 3 O� O`° A N U 4 R. y' .� a Y z - 3 R. 12Y MAX. 120' MAX. WOVEN OR NON -WOVEN FILTER FABRIC °. b 30' MA(. 30' MAX. 30' MAX. E L: D 2' Dia. Cover �� N 0 Z 0 a•. F- + 1�2- A D D D C D E D D F D D A y2• fL E @j Li 5' 5' 5' 5' 5' 5' 5' 5' S»`5' O Q ° - See Slab Reinforcing o. - Inlet �� � 1 I I } : °-�p Detail This Sheet, o s' of RETURN SECURING DEVICE " B o 6» = B CURB '-T� E W � U N ROUND PIPE - _ .L- -� � a) 24 fO TURNOUT Of' OTHER RIGID STRUCTURE O O � C'0 Z �"�/� C Q ti SAWED JOINTS >-S cn Q U 1 11 E 1 C�R1..1 ^, 5" p rt Post c� Support Post LLJ < Q N COST OF FILTER JACKET TO BE INCLUDED 10'-0" 3'-0" 1/2• A B C E' C B C B C B A i72, O Z d ELLIPTICAL PIPE SHOWN IN THE COST OF PIPE CULVERTS. -- F.D.O.T. INDEX #300 5' S' 5' 5'I 5't," t 5'I 5't 5't 5'I �• ' p 70 FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN N.T.S. _..__.. __ 13'-0" __ -�� --�--� I- -�--I- �--I-- i� 0 O A FILTER FABRIC JACKET (D a) PLAN (INLET TYPE 2 SYMMETRICAL ABOUT �) C U = Q oo (FOOT INDEX #280) TURNOUT OR OTHER RIGID STRUCTURE ' r-� � � _ (� o OPEN JOINTS i�:w °' 0 0 0 c LONGITUDINAL SECTION '� � N To Be Paid Limits Of Inlet Construction To Be Paid _ cj For As C. & For As C. & G. r � } w < t t1 o F.L. Of Gutter _ JOINT LEGEND 1 a N EROSION AND SEDIMENT CONTROL NOTES F-- o -� s= 0 (C) 0 13 x Optional Post Positions ,+ -�, A- 1/2" EXPANSION JOINTS (PREFORMED JOINT FILLER) O ,N C'0. L 20 - Principle Post Position 1. SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED `o - r -� _� B- 1/8" DUMMY JOINTS, TOOLED C) R. J (Canted 20 Toward Flow) TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND `o CDI C- 1/8" FORMED OPEN JOINTS o M `> DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND D- 3/16" SAW CUT JOINTS, 1 1/2" DEEP (96 HOUR) MAX. 5' CENTERS * a - I DISTURBANCE TAKES PLACE. 3'-0" 10,-0" 3'-0" 3'-0" E- 3/16" SAW CUT JOINTS, 1 1/2" DEEP (12 HOUR) MAX. 30' CENTERS ~� 0 0 Gutter Gutter F- 1 2 EXPANSION JOINT WHEN PUN OF SIDEWALK EXCEEDS 120' �-� 9 -2 cM 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS / " AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR Trans. Trans_ G- COLD JOINT WITH BOND BREAKER, TOOLED a DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER _O Co nFilter Fabric ® SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT �) SIDEWALK I I FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. rr ALK EXP ANSI ON J01 NTS O I I 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED t- 0 0 I Silt Flow AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF 4'-0" 1'-6" FOOT INDEX # 310 ``' CL Wood 2 1 2" Min. D. TYPE III SILT FENCE PROTECTION THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO NTS / jj ;fir=; DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED ' 1�-6, �� Wood 2" x� 4" AROUND DITCH BOTTOM INLETS FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO o ENGINEER Oak 1 1/2' x 1 1/2" SECTION AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. - - Steel 1.33 Lbs/Ft. Min. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR I io ADJACENT TO PAVEMENT ADJACENT TO GRASS OAR 20 $1LT FLpW PROTECTED WITH SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE See Note t4 I CONC. SIDEWALK Filter Fabric (In No. 4 I Su port oPost� I RONALD HENSON 11 " FL. REG, R0.34836 6' Max. FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL �G Conformance with STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE I D DP.AFT CHECK o Sec. 985 FOOT Spec.) PROJECT SITE. ASPHALT a DESIGN o fO _ = 5. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE 6" Concrete Or I 2'-0" cw d - •`t - 8 WHERE V HI T V „ e is RMH D:SG- 0 E EE CLE ACCESS ROU ES INTERSECT PAVED PUBLIC ROADS, 6" 3 6 6" e BE CORRECTED I_ --- VI SHALL - - - - -- Y ANY DAMAGED DEVICESBrick. --- - F I T RIT8" Bric . - I SP TED OR N EG N ECPROVISIONS HA MADE T 1 T I I - 0 ONS SHALL BE D 0 MINIMIZE THE TRANSPORT RT F SEDIMENT BY TRACKING r 1 - -- - S 0 0 SED EN ............. .. T Y o - �,d. .':f':`z :•;:;_::::::;:z >:<-:<= z=:<:z.::::•>:•si:; <:>: IMMEDIA EL . PAVM`T BASE _ 1x��" ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD PROJECT NO. -- --- TYPE Ill SILT FENCE 6. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, SURFACE WITH URBS AND CUTT S TH H Y AT 0105 C ER E ROAD SHALL BE CLEANED THOROUGHLY 4D T --''-`'•�'?=1''=�-==�==�-'-'�==�='===T=�='===���=•='=""=--�•• ••-• NOTE: A STORM SEWER INLETS THAT ARE MADE OPERABLE DURING C000psii= SHALL BE » » ;;�il SPACING FOR TYPE III FENCE TO BE IN OR CHANNEL. ALL S THE END OF EACH DAY, SEDIMENT SHALL BE REMOVED FROM THE ROADS BY DIMENSIONAL SECTION 6 6" 4 4 ELEVATION ACCORDANCE WITH CHART I, SHEET 1 OF 3 CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL 3000psi N/ 5" SLUMP DATE AND DITCH INSTALLATIONS AT DRAINAGE ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN OCTOBER, 2001 TYPE III SILT FENCE STRUCTURES SHEET 2 OF 3. TREATED TO REMOVE SEDIMENT. THIS MANNER. CURB Note: Silt Fence to be paid for under the contract unit price for staked Silt Fence (LF ). 7, PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES SEDIMENT TYPES 1 & 2 CURB INLETS 9. ALL TEMPORARY EROSION AND cDIMENT CONTROL MEASURES SHALL BE REMOVED CONCRETE: SIDEWALK SCALE N /A MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE BEVEL- WITHIN 30 DAYS AFTER FINAL SITE STABILIZAT01.4 OR AFTER THE TEMPORARY EROSION CONTROL DETAIL OPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL MEASURES ARE NO LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE F.D.O.T, INDEX #210 NTS SEDIMENT LEAVING THE PROPERTY, SEDIMENT CONTROL MEASURES SHALL BE IN DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO N. T. S. SHEET (FDOT INDEX #102) WORKING CONDITION AT THE END OF EACH WORKING DAY, PREVENT FURTHER EROSION AND SEDIMENTATION. 9 OF 13 0 d TEMPORARY JUMPER CONNECTION NOTES: 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN OF ANY SIZE FROM 2"METER DOUBLE CHECK BACKFLOW EXISTING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW MAINS UP TO B INCHES IN PREVENTER ASSEMBLY DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY SCH. 40 GALVANIZED NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, PIPE AND FITTINGS FLUSHING, TESTING AND DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESSFULLY COMPLETED AND PROVIDE TEMPORARY CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND PRESSURE GAUGE SUPPORTS AS REQUIRED. OTHER PERTINENT AGENCIES HAVE BEEN RECEIVED. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI IN THE NEW MAINS AFTER DISINFECTION AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED ADEQUATE. THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION 11 OF AWWA C651-92. 12" TO 30" 3/4" HOSEBIBB ABOVE W/VACUUM BREAKER 3. FLUSHING OF 10 INCHES IN DIAMETER AND LARGER WATER MAINS MAY BE DONE THROUGH THE TIE-IN VALVE UNDER VERY CONTROLLED CONDITIONS. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: 2" SCHD. 80 PVC. GRADE .. 2" SCHD. 80 PVC PRESSURE GAUGE A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE UTILITY II III 1 11 COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE NOT -- WATER TIGHT SHALL BE REPLACED WITH A NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. DOUBLE STRAP SADDLE 2" CORP. STOP B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER 2" CORP. STOP CONNECTION SHALL BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER FOR BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT. EXISTING a NEW WATER LINE * FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER WATER LINE MAINS. J FLOW - * ALL DOWNSTREAM VALVES IN THE SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE. * PROVIDE FOR AND MONITOR THE PRESSURE IN THE TIE-IN POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI. • THE TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY, ENSURING A PRESSURE DROP ACROSS THE VALVE IS GREATER THAN 10 PSI. TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY COMPANY UNTIL FLUSHING BEGINS. LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY COMPANY AND OBSERVED BY THE ENGINEER. NOTE: E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN TESTED AND IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION. 5. EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8 INCHES IN DIAMETER, THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE-IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2 INCH BRASS PLUGS. 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS, VALVE, ETC. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY JUMPER CONNECTION NTS CORPORATION CURB STOP CORPORATION STOP (1" MIN-)7 (SEE NOTE 3) STOP (1" MIA � I I /�rvumoc�cJ7 Z DOUBLE SINGLE U-BRANCH LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) FILING „ 0 v4i/4 FNOEP(TYP. ERTY ) CUFRBB STOP POLYETHYLENE , POLYETHYLENE TUBING (1" MIN.) TUBING (I- MIN.) SINGLE METER BOX DOUBLE METER BOX AND WATER METER AND WATER METER (BY CITY) (BY CITY) SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) AWWA TYPE CC THREADS TO METER BOX -"ASSEMBLY SADDLE �"�-__ POLYETHYLENE TUBING 30 - 45 DEG. %4_ WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. RESIDENTIAL WATER SERVICES NTS r r ♦ � �!/�!/�!/�!r!�!: ?�!��!/�/::ice>i�Q�!i�Q�!i;"%Q�!� � LL6- BEDDING ROCK RESILIENT SEAT GATE A INSTALLATION VALVE AND BOX STANDARD D (SEE DETAIL) =D. DTD� D;.•°'•:° • -°: NOTES: • t:e:o "°^�•••° •:o.e:; e:�.o: 1.THE DEVELOPER MAY •�= "e�' -°' °o:o" INSTALL THE SHEAR PAD RECESSED UP TO 4" ._ -°:D•D•D'•:D-. BELOW FINISHED GRADE Owe O.O.O.D O�. ° ••°. - °: AND SOD THE RECESSED "' °' °"- "• �':°"°' SECTION. . •O. •D. •0. •O• •O• - -°:�-°•� •. -. -. •- = 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE 6" MINIMUM. SECTION A -A FIRE HYDRANT DETAIL NTS 4" WATER REDUCER MAIN (MIN.) 6" FIRE HYDRANT FITTINGS AS ASSEMBLY REQUIRED (TYP.) (SEE NOTE 1 RIGHT OF WAY LINE CURB WATER MAIN 2' (TYP.) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90 BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. WATERSERVICE LOCATION DETAIL NTS OP 0 SET T F VALVE BOX TO FINISHED GRADE CONCRETE COLLAR FINISHED GRADE -\ I [IN EENDE AILSrEAS ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2--__ BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON OPERATING NUT MAIN O.o•: AM •O.s O.o O.o O.s O.. O. •1.o•O.e•D.e•O. .o•O�e•O. o•O .o•O .. e•O �o•O�o-•�.• 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE & BOX DETAIL R MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FTTTING(S). • PIPE SIZE 4" 6" 8" 10" 12" 16- 20" 24" 30" 90° BEND 23 32 42 50 56 45° BEND 10 13 17 21 24 22-1/2' BEND 5 6 8 10 12 11-1/4° BEND 2 3 4 5 6 PLUG OR BRANC OF TEE 20 1 41 63 83 103 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 1 PREFORMED JOINT 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN "THRUST RIAL BETWEEN PIPE MATERIAL AND CONCRETE SLAB - ACCORDANCE WITH THE PROCEDURE OUTLINED IN RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED 6" CONCRETE SLAB WITH BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: ND. 6 x 6, W10 x W10' WORKING PRESSURE: 150 ---_ P.S.I.* SOIL DESIGNATION: ____.SARD_5Jl .T----__ ' LAYING CONDITIONS: __3--- 6* GATE VALVE- 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. • TO BE COMPLETED BY THE ENGINEER. "' v FROM POTABLE WATER MAIN PIPE TABLE 6°PVC WATER MAIN 4" REDUCED PRESSURE BACKFLOW PREVENTER INSTALLED BY THE CONTRACTOR 90' FLANGED BEND `r' s 12". 6" GATE VALVE .-6"PVC REUSE MAIN i TO REUSE MAIN - R E S TR `-90" MJ BEND-' NTS NOTES: 1. ALL ABOVE GROUOND PIPE SHALL BE FLANGED DUCTILE IRON. 24' x 24" x 6" THICK CONC. PAD 'IYP. EACH VALVE BOX. 3" DIA. BRONZE DISC CROSS CONNECTION DETAI L ANCHORED IN CONC. PAD 04OBApAN S ALL 3" DUI. BRONZE TAMP AS R Q D AR DISC CHORED IN (SEE NOTE 17 CONC. PAD STAMP NTS SIZE OF VALVE AS REQ D. TYPE OF VALVE d SERVICE• DIRECTION & NO. 4• N •', OF TURNS TO OPEN METALLIC LOCATING WIRE /- r_•ARLY WARNING TAPE VALVE BOX _ FINISHED GRADE (TfP.) OVER 2500 P.S.I. CONCRETE MIN. 12--� ANCHORS `/j //>> 1MAX UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 9" ASPHALT SURFACE BASE 4" x 4" x 18" LONG VALVE BOX (MIN.) PRECAST POST AND COVER WITH 3 DIAMETER (TYP-) BRONZE DISC SET IN ROUT IMPROVED BOVE. CONDTITION AA' SHOWN NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16' AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL NTS ORCRECLAIM MAIN 1. MAX � METALLIC LOCATING WIRE T ♦/\/\/\ /\\/\/\ \\/\ /\ \ \ /\\/\\/\ / NOTES: 1. PVC PIPE SHALL REWIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A kANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE IS REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. LOCATING WIRE DETAIL O CROWN TRENCH IN UNIMPROVED AREAS I TRENCH WIDTH VARIES WMIN.) (SEE TYPE B W/ SIZE OF PIPE OOING AND TRENCHING RESTIORA�ON? HER IN GRADE COMMON FILL / PIPE- Ob. y; _ 12"-(TI R) . \ SELECT z COMMON o w SELECT COMMON / FILL FILLuj m z BEDDING ROCK \1 PIPE BEDDING (SEE NOTE 8 k 9) \ \ //\ �� �\ \ / \ UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT:,COMMON FILL COMPACTED TO 957. OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. (*): 15' MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15', AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL NTS RAISED 1-1/2' LETTERS FLUSH WITH TOP OF 2 - NON PENETRATING PICK HOLES PLAN MACHINED 23- 3/4" MATING SURFACES 6" 22-1/2" 2-7/8" ELEVATION MANHOLE FRAME _ & COVER CONCRET SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. V-6" I BENCHING PER SPECIFICATIONS REINFORCEMENT AND JOINT DETAIL TO BE DESIGNED BY THE ENGINEER AND APPROVED BY THE 9 T-I9�- BEDDING ROCK 2'-0' 4'-0" c ac • I D,6 NTS MIN. TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME & COVER (SEE STANDARD DETAIL) FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN. 4 COURSES (MAX.) > INSIDE WALL 0 w PRE-PR•ED JOINT SURFACES j 8" MIN. 2" MIN. CA51-IN-YLACL I' PKLGA51 MUNULIIHIC CONCRETE BASE BASE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3, APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. SANITARY MANHOLE NTS OUTSIDE WALL PRE -PRIMED JOINT SURFACES PRE -MOLDED PLWIC JOINT SEALER WITH WRAPPER BEw ER ER VE0j SQUEEZE -OUT TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN �- UNIMPROVED AREAS 3" MIN.) FINISHED GRADE SEE NOTE 8) C.> W �A-� //\ z ..'SEE NOTE 4 '..' %// `Lu cn COMMON FILL r�� •''•_ r- .PIPE O.L'.• 12"�(TY-P.)-%�� SELECT o W COMMON W o UNDISTURBED : / /� FILL m z TH //� a N SEE NOTE 3) NOTES: 1. PIPE BEDDING. SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPAITED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (*): 15' MAX. FOR PIPE DIAMETER LESS THAN 24'. AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUA. FOR SHEETING AND BRACING IN EXCAVATIONS. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B E3EDDING AND TRENCHING DETAIL NTS LOT LINE WYE WITH 6" BRANCH SEWER MAIN SIZE VARIES cl, w uj 6" 45° CLEAN -OUT �' z BEND (TYWYE WITH 6" BRANCH SEEP NOTE 1 CLEAN -OUT REMOVABLE 6" 45° WYE WITH 6" BRANCH SEE NOTE 1 PLUG BEND W LOT z LINE WEBLE Y PLAN FINISHED GRADE SLOPE TO OEP1H AT 1.07, MIN. (TYP )� ' I ROTATE SPRING LINE i TERMINAL DEPTH 30° (TYP.) AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD °LUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. SERVICE LATERAL DETAIL NTS PRECAST TEE WAALLi OLE INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT a ; g OF VERTICAL PIPE DROP PIPE INLET CONNECTION (SEE NOTE 1) AS REQUIRED 90° BEND 2. STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) - 7T7i • ',n PRECAST MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER :.' PIPE AND LARGER STAINLESS STEEL PVCORR BAND - STAINI.ESS STEEL PIPE CLAMP :"- RESILIENT CONNECTOR STANDARD PRECAST MANHOI-E PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPFS AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR M)RE ABOVE THE MANHOLE INVERT. MANHt_LE_CONNE_CTION DETAILS NTS F- z W 2 L. -} t/) F- c�a LLJ CL CO I_ , , - - a: W +_„}a i n _ j t 0 00 W� C [� d- q. oLI- W I� d W 12 �pQl� LO ti q I @ Q4 - o Q 6_� W "Z4 L_l__. W :N9 (W V ^ l W 4� W �y ca CV Y 0 a---t 0 D) E � z � c: c O o a w� C� O O 0!r m � I-- • Q) -0 ,- �� 0)� �_j b i V LL_Lu , 00 4 ~ r�l N 0 0 W 0 0 10 c: N u -+_"' QO 0 0 �O Z X 0o�'° M L h s (L P� 0 �•.6...� C O N c 0 0 () co O N o � in 0 IL ENGINEER k�AR 4 21k :ONALD HE SON II, P.E., FL REG. 3483E DESIGN DRAFT CHECK RMH DSG PROJECT NO. 01054D T DATE OCTOBER, 2001 SCALE N/A SHEET 10 OF 13 SECTION 01010 — SUMMARY OF THE WORK Construction of 75 single family residential subdivision. Associated improvements include storm sewer collection system, paved roadways, underground utilities (water, reuse, sewer, etc.), landscaping and irrigation to serve this development. Contractor shall refer to the soils investigation report as prepared by Bechtol Engineering & Testing, Inc. for existing soil conditions and supplement as necessary to provide complete bid. Contractor Use of Premises: Use of the Site: Confine operations at the site to the areas permitted. Portions of the site beyond areas on which work is indicated are not to be disturbed. Lock automotive type vehicles and other mechanized or motorized construction equipment, when parked and unattended. Do not leave vehicles or equipment unattended with the motor running or ignition key in place. Pre -Construction Meetings: Contractor shall notify Engineer prior to all pre -construction meetings with City/County or Utility Companys. If no pre -construction meetings are required, then a pre -construction meeting must be held with the Engineer, the General Contractor and approprote sub -contractors. The contractor shall coordinate the construction of paving and storm drainage with all other construction and shall be responsible for location of and protection of existing underground utilities during construction. All underground utilities must be installed prior to preparation of subgrade for pavement. Prior to beginning any work on -site, General Contractor shall obtain, from the Engineer, the existing Storm Water Pollution Prevention Plan (SWPPP), and take the following steps: 1. Contractor to review and modify the plan as necessary to comply with the U.S. Government Environmental Protection Agency (EPA), as required by the Clean Water Act and must comply with the Florida Department of Environmentol Protection (FDEP) requirements for the National Pollutant Discharge Elimination system (NPDES) permit. 2. Fill in all required areas within the SWPPP. Including but not limited to: A. SWPPP Coordinator, Company Name, Adress, Phone Numbers B. SWPPP Team Members, Company Name, Adress, Phone Numbers C. Certifications for General Contractor and all Sub -contractors 3. Submit copies of the modified plan to the Engineer, Architect, and Construction Manager for their approval. 4. Copy of the approved SWPPP must be maintained on -site during all phases of construction. Throughout construction the SWPPP Coordinator shall perform site inspections and repairs as required within the SWPPP SECTION 01400 — QUALITY CONTROL SERVICES Description: Quality control services include inspections and tests performed by independent agencies and governing authorities, as well as by the Contractor. Inspection and testing services ifi ua►it are intended to determine compliance of the work with requirements specified. Spec c q y control requirements are specified in individual specification sections. Responsibilities: Contractor Responsibilities: Except where indicated as being the Owners responsibility, quality control services are the Contractor's responsibility, including those specified to be performed by 1 m and a an r The Contractor sha I e to an independent agency and not by the Contracto, p y p y independent agency, testing laboratory or other qualified firm to perform quality control services specified. The Owner will engage and pay for services of an independent agency to perform the inspections and tests that are specified as Owner's responsibilities. Retest Responsibility. Where results of inspections or tests do not indicate compliance with contract document, retests are the Contractor's responsibility. Responsibility for Associated Services: The Contractor shall cooperate with independent agencies performing inspections or tests. Provide auxiliary services as are reasonable. Auxiliary services include: Provide access to the work. Assist taking samples. Deliver samples to test laboratory. Coordination: The Contractor and independent test agency shall coordinate the sequence of their activities. Avoid removing and replacing work to accommodate inspections and tests. The Contractor is responsible for scheduling times for inspections and tests. Qualifications for Service Agencies: Engage inspection and test service agencies which are prequalified as complying with "Recommended Requirements for Independent Laboratory Qualification" by the American Council of Independent Laboratories. Submittals: Submit a certified written report of each inspection, test or simi►ar service, in duplicate to the Engineer. Report Data: Written inspection or test reports shall include: Name of testing agency or test laboratory. Dates and locations of samples, tests or inspections. Names of individuals present. Complete inspection or test data. Test results. Interpretations. Recommendations. Repair and Protection: Upon completion of inspection or testing repair damaged work and restore substrates and finishes. Comply with requirements for "Cutting and Patching". The contractor shall be responsible for retaining a registered surveyor to prepare as -built drawings of all improvements. Approved as -built drawings must be provided to the engineer prior to receiving final approval. SECTION 02110 — SITE CLEARING PART 1 - GENERAL DESCRIPTION OF WORK: Extent of site clearing is shown on drawings. Site clearing work includes, but is not limited to: Protection of existing trees. Removal or relocation of trees and other vegetation. Topsoil stripping. Clearing and grubbing. Removing above -grade improvements. Removing below -grade improvements. JOB CONDITIONS., Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks or other occupied or used facilities without permission from authorities having jurisdiction. Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. Protect improvements on adjoining properties and on Owners property. Restore damaged improvements to their original condition, as acceptable to parties having jurisdiction. Protection of Existing Trees and Vegetation: Protect existing trees and other vegetation indicated to remain in place, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bork, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be left standing. Water trees and other vegetation to remain within limits of contract work as required to maintain their health during course of construction operations. Provide protection for roots over 1" diameter cut during construction operations. Coat cut faces with an emulsified asphalt, or other acceptable coating, formulated for use .on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible. Repair or replace trees and vegetation indicated to remain which are damaged by construction operations, in a manner acceptable to Landscape Architect. Employ licensed arborist to repair damages to trees and shrubs. Replace trees which cannot be repaired and restored to full -growth status, as determined by arborist. Salvable Improvements: Carefully remove items indicated to be salvaged, and store on Owner's premises where indicated or directed. PART 2 - PRODUCTS Not applicable to work of this section. PART 3 - EXECUTION SITE CLEARING: General: Remove trees, shrubs, gross and other vegetation, improvements, or obstructions w n i r r tion. Re move such items else here o s to 0 in rf rin with installation of new coast uc to e g premises as specifically indicated. Removal includes digging out stumps and roots. Protect existing trees to be preserved. Carefully and cleanly cut roots and branches of trees with clean sharp pruning tools where indicated to be left standing, and where such roots and branches obstruct new construction. Topsoil. Topsoil is defined as friable clay loam surface soil found in a depth of not less than 4". Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and other object over 2" in diameter, and without weeds, roots, and other objectionable material. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. m v r r fr r b fore stri in . Re ove hea owths of ass om a eas e Y 9 9 PP 9 Stockpile topsoil in storage piles in areas shown, or where directed. Construct -storage piles to freely drain surface water, Cover storage piles, if required, to prevent wind blown dust. Dispose of unsuitable or excess topsoil some as waste material, herein specified. Clearing and Grubbing: Clear site of trees, shrubs and other vegetation, except for those indicated to be left standing. The building areas, plus minimum of 3 foot margins on all sides should be cleared and stripped of all vegetation and surface organics and any other deleterious materials which may be encountered. Completely remove stumps, roots, and other debris protruding through ground surface. Fill depressions caused by clearing and grubbing operations with satisfactory soil material. Unless further excavation of earthwork is indicated. Fill shall be of clean, find sand AASHTO Class A-3 and shall be placed in loose lifts not exceeding 8" in thickness and compacted to at least 95% of modified proctor maximum dry density (ASTM D-1557). Use only hand methods for grubbing inside drip line of trees indicated to be left standing. Removal of Improvements: Remove existing above -grade and below-grode improvements necessary to permit construction, and other work as indicated. The locations of all existing utilities shown on these plans have been determined from the best information available and are given for the convenience of the contractor. The Engineer assumes no responsibility for their accuracy. Prior to the start of any demolition activity, the contractor shall notify the utility companies for onsite locations of existing utilities. Chapter 553.851 of the Florida Statutes requires that an excavator notify all gas utilities a minimum of two (2) working days prior to excavating. Prior to any removal of any underground tank and other component, contractor must completely drain the systems to an approved sanitation tank for disposal to an approved location. All existing sewers, piping and utilities shown are not to be interpreted and the exact location, or as the only obstacles that may occur on the site. Verify existing conditions and proceed with caution around any anticipated features. Give notice to all utility companies regarding destruction and removal of all service lines and cap all lines before proceeding with the work. Electrical, telephone, cable, and/or gas lines needing to be removed or relocated shall be coordinated with the affected utility company. Contractor must stop operation and notify the owner for proper direction if any environmental or health related contaminate is encountered during demolition/excavation process. Prior to any clearing or demolition occurring, all erosion control devices are to be installed. Abandonment or removal of certain underground pipe or conduits may be shown on civil or electrical drawings, and is included under work of those sections. Removal of abandoned underground piping or conduit interfering with construction is included under this section. PAVEMENT REMOVAL A. Where existing pavement is to be removed, saw -cut the surfacing leaving a uniform and straight edge with minimum disturbance to the remaining adjacent surfacing. If construction results in raveling of the saw -cut surface, recut back from the raveled edge prior to restoration. B. Where existing pavement, curb and gutter, sidewalk, driveway, or valley gutter is removed for the purpose of constructing or removing box culverts, pipe, inlets, manholes, appurtenances, faciilities or structures, said pavement,etc. shall be replaced and i I n r r ll rovide aII restored in equal or better condition than the orrg na . Co t seta sha p necessary labor, materials, equipment, tools, supplies, point, and equipment required. Prior to any clearing or demolition ocurring, all erosion control devices are to be installed. DISPOSAL OF WASTE MATERIALS: Burning on Owner's Property: Burning is not permitted on Owners property unless valid w r nd a r riate re ulator a ens . permit is obtained from 0 ne a pp op g y g y Removal from Owner's Property: Remove waste materials and unsuitable and excess topsoil from Owner's property and dispose of off site in legal manner. SECTION 02200 —EARTHWORK PART 1 - GENERAL DESCRIPTION OF WORK: Extent of earthwork is indicated on drawings. Prior to bidding work the Contractor shall obtain and review a copy of the projects geotechnical report(s). The contractor shall supplement the reports) with additional soils investigation as required to supply a complete bid, QUALITY ASSURANCE: Codes and Standards: Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. Testing and Inspection Service: The Contractor shall engage and pay for services of an independent Soils Engineer to perform soil testing and inspection service for quality control testing during earthwork operations. The Contractor shall coordinate with, and schedule the services of, the Soils Engineer to facilitate testing required by the Owner throughout construction. SUBMITTALS: Test Reports -Excavating: Submit following reports directly to Engineer from the testing services, with copy to Contractor: Test reports on borrow material. Field density test reports. One optimum moisture -maximum density curve for each type of soil encountered. JOB CONDITIONS: Site Information: Data on indicated subsurface conditions are not intended as representations or warranties of accuracy or continuity between soil bearings. It is expressly understood that Owner will not be responsible for interpretotions or conclusions drawn therefrom by Contractor. Data are made available for convenience of Contractor. Additional test borings and other exploratory operations may be made by Contractor at no cost to Owner. Existing Utilities: Locate existing underground utilities in areas of work. If utilities are to remain in place, provide adequate means of support and protection during earthwork operations. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during occupied hours, except when permitted in writing by Engineer and then only after acceptable temporary utility services have been provided. Use of Explosives: The use of explosives is not permitted unless valid permit is obtained from appropriate regulartory agency. Protection of Persons and Property. Barricade open excavations occurring as part of this work and post with warning lights. Operate warning lights as recommended by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operations. . Perform excavation within drip -line of large trees to remain by hand, and protect the root system from damage or dryout to the greatest extent possible. Maintain moist condition for root system and cover exposed roots with burlap, Paint root cuts of 1" diameter and larger with emulsified asphalt tree paint. PART 2 -PRODUCTS SOiL MATERIALS: Definitions: Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GW, GP, GM, SM, SW and SP. Unsatisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH and PT. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, crushed slag, natural or crushed sand. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, with 100% passing a 1-1/2" sieve and not more than 5% passing a No. 4 sieve. Backfill and Fill Materials: Fill soils utilized to raise building and pavement areas to desired grade should consist of clean, granular materials with less than 10% passing No. 200 U. S. standard sieve, PART 3 - EXECUTION EXCAVATION: Excavation is Unclassified, and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. Earth Excavation includes excavation of pavements and other obstructions visible on ground surface; underground structures, utilities and other items indicated to be demolished and removed; together with earth and other materials encountered that are not classified as rock or unauthorized excavation. Additional Excavation: When excavation has reached required sub -grade elevations, notify Engineer who will make on inspection of conditions. If unsuitable bearing materials are encountered at required sub -grade elevations, carry excavations deeper and replace excavated material as directed by Engineer. Removal of unsuitable material and its replacement as directed will be paid an basis of contract conditions relative to changes in work. Stability of Excavation: Slope sides of excavations to comply with local codes and ordinances have jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. Maintain sides and slopes of excavations in safe condition until completion of backfilling. Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling, uprights, stringers and cross -braces, in good serviceable condition. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavation progresses. Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. In the event the water is encountered during the construction, dewatering shall be conducted. The contractor is solely responsible for the design, installation, operation, and subsequent removal of dewatering systems and their safety and conformity with local codes and regulations. If dewatering equipment needed, exceeds any of the €ollowing: 1) 6" Pump Volute; 2) 100,000 GPD total 24 hour (1 day) dewatering, and; 3) 1,000,000 GPD pump capacity, the contractor shall be required to permit the dewatering systern with the SJRWMD, The Engineer and/or Owner shall be notified immediately if any of the above thresholds are exceeded. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collecting or run-off areas. Do not use trench excavations as temporary drainage ditches. Material Storage: Stockpile satisfactory excavated materials where directed, until required for backfill or fill, Place, grade and shape stockpiles for proper drainage. Locate and retain soil materials away from edge of excavations. Do not store within drip line of trees indicated to remain. Dispose of excess soil material and waste materials as herein specified. Excavation for Structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10', and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection. In excavating for footings and foundations, take care not to disturb bottom of excavation. Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines no grades to leave solid base to receive other work. Excavation for Trenches: Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Provide 6" to 9" clearance on both sides of pipe or conduit. Excavate trenches to depth indicated or required. Carry depth of trenches for piping to establish indicated flow lines and invert elevations. Beyond building perimeter, keep bottoms of trenches sufficiently below finish grade to avoid freeze -ups. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe. Backfill trenches with concrete where trench excavations pass within 18" of column or wall footings and which are carried below bottom of such footings, or which pass under wall footings. Place concrete to level of bottom of adjacent footing. Do not backfill trenches until tests and inspections have been made and backfilling authorized by Engineer. Use care in backfilling to avoid damage or displacement of pipe systems. Cold Weather Protection: Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F (1 degree C). COMPACTION: General: Control soil compaction during construction providing minimum percentage of density s ecified for each area classifies ion indic I w p t ated be o . Percents a of Maximum Densit Re uiremen it g y q ts. Compact so to not less than the following percentages of maximum density for soils which exhibit a well-defined moisture density relationshi cohesive it rmin i p ( so s) dete ed n accordance with ASTM D 1557, AASHTO T-1 60; and not less than the following percentages of relative density, determined in accordance with ASTM D 2049, for soils which will not exhibit a well-defined moisture -density relationship (cohesionless it so s), Structures, Building Slabs and Steps, Pavements: Compact top 12" of subgrade and each layer of backfill or fill material at 95% maximum density for cohesive material or 98% relative density for cohesionless material. Lawn or Un aved Areas: Coin o f o f r p p c t p 6 o subg ode and each layer of backfill or fill material at 85% maximum density for cohesive soils and 90% relative density for cohesionless soils. Walkways: Compact top 6" of subgrade and each layer of backfill or fill material at 90% maximum density for cohesive material or 95% relative density for cohesionless material. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations, Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by discing, harrowing or pulverizing until moisture content is reduced to a satisfactory value. BACKFILL AND FILL: General: Place acceptable soil material in layers to required subgrade elevations, for each area classification listed below. In excavations, use satisfactory excavated or borrow material. Under grassed areas, use satisfactory excavated or borrow material. Under walks and pavements, use subbase materinr, or satisfactory excavated or borrow material, or combination of both. Under steps, use subbase material. Under piping and conduit, use subbase material where subbase is indicated under piping or conduit; shape to fit bottom 90 degrees of cylinder. Backfill excavations as promptly as work permits, but not until completion of the following: Acceptance of construction below finish grade including, where applicable, damp - proofing, waterproofing, and perimeter insuiutiur. Inspection, testing, approval, and recor•Jing locations of underground utilities. Removal of concrete formwork. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. Cut off temporary sheet piling driven below bottom of structures and remove in manner to prevent settlement of the structure or utilities, or leave in place if required. Removal of trash and debris. Permanent or temporary horizontal bracing is in place on horizontally supported walls. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. Plow strip, or break-up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. When existing ground surface has a density less than that specified under "Compaction" for particular area classification, break-up ground surface, pulverize, moisture -condition to optimum moisture content, and compact to required depth and percentage of maximum density. Placement and Compaction: Place backfill and fill materials in layers not more than 16" in loose depth for material compacted by heavy compaction equipment, and not more than 8" in loose depth for material compacted by hand -operated tampers. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. Place backfill and fill materials evenly adjacent to structures, piping or conduit to required elevations. Take care to prevent wedging action of backfill against structures or displacement of piping or conduit by carrying material uniformly around structure, piping or conduit to approximately same elevation in each lift. GRADING: General: Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are indicated, or between such points and existing grades. Grading Outside Building Lines: Grade areas adjacent io building iines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes, and as follows: Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10' above or below required subgrade elevations. Walks: Shape surface of areas under walks to line, grade and cross-section, with finish surface not more than 0.10' above or below required subgrade elevation. Pavements: Shape surface of areas under pavement to line, grade +and cross-section, with finish surface not more than 1/2" above or below required subgrade elevation• Grading Surface of Fill under Building Slobs: Grade smooth and even, free of voids, compacted as specified, and to required elevation. Provide final grades within a tolerance of 1/2." when tested with a 10' straightedge. Compaction: After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or r 1 iv eat a density for each area classification. PAVEMENT SUBBASE COURSE: General: Subbase course consists of placing subbase material, in layer, yf specified thickness, over subgrade surface to support a pavement base course. See Asphaltic Concrete Paving section for paving specifications. Grade Control: During construction, maintain lines and grades including crown and cross -slope of subbase course. Shoulders: Place shoulders along edges of subbase course to prevent lateral movement. Construct shoulders of acceptable soil materials, placed in such quantity to compact to thickness of each subbase o r I c u se a er. Coin act and r II 1 o at east a 12 width of sha I r im t I y p u de s u taneous y with compacting and rolling of each layer of subbase course. Placing: Place subbase course material on prepared subgrade in layers of uniform thickness, conforming to indicated cross-section and thickness. Maintain optimum moisture content for compacting subbase material during placement operations. When a compacted subbase course is shown to be 6" thick or less, place material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted, Building Slab Drainage Course: General: Drainage course consists of placement of drainage fill material, in layers of indicated thickness, over subgrade surface to support concrete building slabs. Placing: Place drainage fill material ca prepared subgrade in layers of uniform thickness, conforming to indicated cross-section and thickness. Maintain optimum moisture content for compacting material during placement operations. When a compacted drainage course is shown to be 6" thick or less place material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted. BUILDING SLAB SUBGRADE COURSE: (The building area plus a minimum margin of 5' beyond the perimeter foundation lines, should be cleared of all surface vegetation, roots, topsoil, debris or other deleterious materials. Stripping, excavation, filling, and compaction within building areas shall be preformed in accordance with the geotechnical engineer's recommendation. Prior to beginning the compaction process, moisture contents within the foundation soils should be controlled so that they approach the optimum compaction condition. This may require the use of a dewatering system, If additional water is required to increase moisture contents, the water should be applied in such a manner that it will not cause erosion or disturbance of the surface soil. A minimum of ten (10) overlapping passes should be made by the vibratory roller. After compaction, the foundation soils should have a minimum densit of 95% Modified Proctor Y (ASTM D 1557) for a depth of at least 2' below footings and floor slabs. Structural fill required to raise the building areas to finish grade, should be placed in thin (12" maximum) level lifts and compacted to 95% of the soils Modified Proctor bensity (ASTM D 1557). Fill should not be placed over any natural in -place soils until the natural deposits have been compacted as specified above. Proposed sources of structural fill should be approved by the Soils Engineer prior to their placement within the proposed building areas. Sands which have less than 10% fines passing a No• 200 Sieve will generally be acceptable provided the moisture content is controlled to ensure that the materials can be compacted to the required density. Soils placed adjacent to footings or walls should be carefully compacted with a light rubber -tired rollers or vibratory plate compactors to avoid damage to the footings or walls. This material should be placed in level lifts not exceeding 8" loose thickness and compacted to a minimum density of 95% Modified Proctor. The vibratory roller should not be utilized to compact soils adjacent to any completed portions of the structure. FIELD QUALITY CONTROL: Quality Control Testing During Construction: Allow testing service to inspect and approve subgrades and fill layers before further construction work is performed. Perform fi t e d densit tests in r acco donee with A STM D 1556 s nd Y o cone m h ( et od or ASTM D ) 2167 (rubber balloon method), as applicable. Footing Subgrade: For each strata of soil on which footings will be placed, conduct at least one test to verif re aired e i n y q d s g bearing capacities. Subsequent verification and approval of each footing subgrade may be based on a visual comparison of each subgrade with related tested strata, when acceptable to Architect/Engineer. Column and Continuous Strip Footing: One (1) in -place density testing per column footing and per 100 lineal feet of continuous strip footing. Paved Areas and Building Slab Subgrade: Make at least one field density test of subgrade for every 2,000 sq. ft. of building slab and 5,000 sq. ft. o1 paved area or of paved area, but in no case less than 3 tests. In each compacted fill layer, make one field density test for every 2,000 sq. ft. of ov rla in it e y g bu ding slab and 5,000 sq. ft of paved area, but in no case less than 3 tests. Foundation Walt Backfill: Take at least 2 field density tests, at locations and elevations as directed. If in opinion of Engineer, based on testing service reports and inspection, subgrade or fills which have been placed are below specified density, provide additional compaction and testing at no additional expense, MAINTENANCE: Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of trash and debris. Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances. Reconditioning Compacted Areas: Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density prior to further construction. Settling: Where settling is measurable or observable at excavated areas during general project warranty period, remove surface (pavement, town or other finish), add backfill material, compact, and replace surface treatment. Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possble. DISPOSAL OF EXCESS AND WASTE MATERIALS: Removal from Owner's Property: Remove waste materials, including unacceptable excavated material, trash and debris, and dispose of it off Owner's property. SECTION 02513 — PAVEMENT PART 1 - GENERAL DESCRIPTION OF WORK: Extent of asphalt concrete paving work is shown on drawings. Prepared aggregate subbase is specified in earthwork sections. Saw -cutting of edges of existing pavement is specified in site clearing section. SUBMITTALS: Material Certificates: Provide copies to the Engineer of materials certificates signed by material producer and Contractor, certifying that each material item complies with, or exceeds, specified requirements. QUALITY ASSURANCE: Codes and Standards: Comply with Florida Department of Transportation's specifications, latest edition, and with local governing regulations if more stringent than herein specified. A qualified paving consultant (Materials Engineer) retained by the Contractor will provide full-time quality control during paving operations. Functions of the Materials Engineer shall include; pre-poving conference, construction observation, review of material certificates, sampling and density and compaction testing of the base and asphaltic concrete mixture. Materials Engineer Inspections Reports: 1. Sub -base compaction report on densities based on one test per 1000 square feet of surface area. a. Test of sub -base shall be in areas where heavy rollers have been used along with areas in tight conditions where plate compactors or other means have been used. 2. Tests for base and asphalt concrete compaction report on densities based on one test per 1000 sf of surface area. a. Test of sub -base shall be in areas where heavy rollers have been used along with areas in tight conditions where cheeps -foot compactors or other means have been used. Tests shall not be in the same location as the sub -base tests. SITE CONDITIONS: Weather Limitations: Apply prime and tack coats when ambient temperature is above 50 deg.F (10 deg.C), and when temperature has not been below 35 deg.F (1 deg.C) for 12 hours immediately prior to application. Do not apply when base is wet or contains an excess of moisture. Construct asphalt concrete surface course when atmospheric temperature is above 40 deg.F (4 deg.C), and when base is dry. Base course may be placed when air temperature is above 30 deg.F (-1 deg.C) and rising. Grade Control: Establish and maintain required Tines and elevations. PART 2 -PRODUCTS MATERIALS: General: Use locally available materials and gradations which exhibit a satisfactory record of previous installations. Base Course Aggregate: Sound, angular crushed stone, crushed gravel, or crushed slag, sand, stone or slag screenings. Surface Course Aggregate: Crushed stone, crushed gravel, crushed slag, and sharp -edged natural sand. Mineral Filler: Rock or slag dust, hydraulic cement, or other inert material complying with AASHTO M 17 (ASTM D 242). Asphalt Cement: AASHTO M 226 (ASTM D 3381) for viscosity -graded material and AASHTO M 20 (ASTM D 946) for penetration -graded material Prime Coat: Cut -back asphalt type; AASHTO M 82 (ASTM D 2027) MC-30, MC-70 or MC- 250. Tack Coat: Emulsified asphalt; AASHTO M 140 (ASTM D 977) or M 208 (D 2397): SS-1, SS- 1h, CSS-1 or CSS-1h, diluted with one part water to one part emulsified asphalt. On -site Lane Marking Paint: Chlorinated rubber -alkyd type, AASHTO M 248 (FS TT-P-115), Type Ill. Wheel Stops: Precast of 3,500 psi air -entrained concrete, approximately ,6" high, 9" wide, and 6'0" long, with chomfered corners and drainage slots on underside. All concrete for curbs, pads, inlet aprons, sidewalks, etc. shall be 3,000 psi with a maximum slump of 3" to 4". ASPHALT -AGGREGATE MIXTURE: The asphalt wearing surface shall consist of Type S-3 asphaltic concrete mixture meeting current Florida Department of Transportation specifications. The wearing surface shall be compacted and placed at a density no less than 97% of the laboratory density for the approved job mix formula. PART 3 - EXECU11ON SURFACE PREPARATION: Remove loose material from compacted subbase surface immediately before applying prime coat. Proof roll prepared subbase surface to check for unstable areas and areas requiring additional compaction. Notify contractor of unsatisfactory conditions. Do not begin paving work until deficient subbase areas have been corrected and are ready to receive paving. Prime Coat: Apply at rate of 0.20 to 0.50 gal. per sq. yd., over compacted subgrade. Apply material to penetrate and seal, but not flood, surface. Cure and dry as long as necessary to attain penetration and evaporation of volatile. Tack Coat: Apply to contact surfaces of previously constructed asphalt or Portland cement concretee and surfaces abutting or projecting into asphalt concrete pavement. Distribute at rate of 0.05 to 0.15 gal. per sq. yd. of surface. Allow to dry until at proper condition to receive paving. Exercise care in applying bituminous materials to avoid smearing of adjoining concrete surfaces. Remove and clean damaged surfaces. PLACING MIX: General: Place asphalt concrete mixture on prepared surface, spread and strike -off. Spread mixture at minimum temperature of 225 deg.F (107 deg.C). Place inaccessible and small areas by hand, place each course to required grade, cross-section, and compacted thickness. Hot mix asphaltic concrete binder and surface course in new pavement areas requiring more than one and one-half inches (1-1/2") asphalt thickness shall be installed in two (2) lifts. Asphalt in existing pavement overlay areas shall be a minimum of one inch (1") thick and thickness shall be increased as required to match adjoining pavement grades. Paver Placing: Place in strips not less than 10' wide, unless otherwise acceptable to En ineer, After first strip has been placed and rolled, place succeeding strips and extend rolling to overtop previous strips. Complete base course for a section before placing surface course, if a licable. PP Joints: Make pints between old and new pavements, or between successive days work, to ensure continuous bond between adjoining work. Construct joints to have same texture, density and smoothness as other sections of asphalt concrete course. Clean contact surfaces and apply tack coat. ROLLING: General: Begin rolling when mixture will bear roller weight without excessive displacement. Compact mixture with hot hand tampers or vibrating plate compac+ors in areas inaccessible to rollers. Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rolling of joints and outside edge. Check surface after breakdown rolling, and repair displaced areas by loosening and filling, if required, with hot material. Second Rolling., Follow breakdown rolling as soon as possible, while mixture is hot. Continue second rolling until mixture has been thoroughly compacted. Finish Rolling: Perform finish rolling while mixture is still warm enough for removal of roller marks. Continue rolling until roller marks are eliminated and course has attained maximum density. Patching and repairs: If required, saw cut perimeter of patch and eexcavate existing pavement section to sound base, Recompoct new subgrade. Excavate rectong-ilar or trapezoidal patches, extendin 12" g (300 min) into adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically 1. Full depth patch: Prime coat faces of excavation and allow to cure before paving. Fill excavation with dense graded, hot mix asphalt base mix and while still hot, compact flush with adjacent surface. 2. Single asphalt course: Partially fill excavation with dense grader], hot mix asphalt base mix and compact while still hot. Cover asphalt base course with compacted, hot mix surface layer finished flush with adjacent surfaces• Pro ec i n t t o . After f tool rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. Erect bryrricades to protect paving from traffic until mixture has cooled enough not to become marked. Swee As h alt auto p p p g not more than 2 days prior to date of substantial completion inspections. TRAFFIC AND LANE MARKINGS: Cleannn - g Sweep and clean surface to eliminate loose material oast dust. Off Site Striping: (Within public road right-of-way and access drive.) Striping: Use thermoplastic striping. On -Site Striping: Use chlorinated -rubber base traffic lane-morkin�) paint, foctoiy-mixed, quick - drying, and non -bleeding unless thermoplastic striping is specificall,, specified (i.e., fire lone striping, etc.). Color: White unless otherwise specified on civil drawings. Do not apply traffic and lane marking paint until layout and placement has been verified with Engineer. Apply paint with mechanical equipment to produce uniform straight edges. Apply in 2 coats at manufacturer's recommended rates. Protect from traffic until it ha; attained its full set and hardness. Repaint areas to provide uniform color and appearance. WHEEL STOPS: Secure wheel stops to asphalt concrete surface with not less than two 3/4 " diameter galvanized steel dowels embedded in precast concrete at 1/3 points. Size length of dowel to penetrate at least 6" into asphalt concrete. Drill placement holes oversize and embed dowels in hot bituminous grout material. FIELD QUALITY CONTROL: General: Test in -place asphalt concrete courses for compliance w•th requirements for thickness and surface smoothness. Repair or remove and replace unacceptoWe paving as directed by Architect. Thickness: In -place compacted thickness will not be acceptable if exceeding following allowable variation from required thickness: Base Course: 1/2", plus or minus. Surface Course: 1/4", plus or minus. Surface Smoothness: Test finished surface of each asphalt concrete course for smoothness, using 10' straightedge applied parallel with, and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerance; for smoothness. Base Course Surface: 1/4". Wearing Course Surface: 3/16'. Crowned Surfaces: Test with crowned template centered and at right ang►e to crown• Maximum allowable variance form template 1/4". Check surface areas at intervals as directed by Soils Engineer. Con3 borings shall be preformed for each 20.000 sq. ft. Of paved area to verify required thicknesses of base and pavement sections. If in the opinion of Engineer, based on testing service reports and inspection, base or pavement sections which have been placed are below specified density or thickness, provide additional compaction and testing at no additional expense. SECTION 02666 — POTABLE WATER SYSTf_MS PART 1 - GENERAL DESCRIPTION OF WORK: Extent of potable water system exterior to buildings and excluding Fire Supply System improvements is indicated on drawings and schedules, and by requi, ements of this section. Refer to Earthwork section for excavation and backfill required for (notable water systems; not work of this section. QUALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacturer of potable water systems materials and products, of types and sizes required, whosr products have been in satisfactory use in similar service for not less than 5 years. Installer's Qualifications: Firm with a least 3 years of successful installation experience on projects with potable water piping work similar to that required for project. Code and Standards: City of Ocoee Code Compliance: Comply with City of Ocoee Requirements and standards for all construction. Plumbing Code Compliance: Comply with applicable portions of Notional Standard Plumbing Code ertainin to selection and in I ' P 9 stal otron of potable water system materials and products. All water improvements shall be constructed in accordance with City of Ocoee's standards and specifications. Any conflicts between these specifications and t'ie City of Ocoee specifications, then the City's specifications shall prevail. SUBMITi ALS: Product Data: Submit manufacturers technical product data and nstallotion instructions for potable water system materials and products. Shop Drawings: Submit shop drawings for potable water system materials to Engineer for approval prior to ordering said materials, Record Drawings: At project closeout, submit record drawings to the Engineer of installed potable water system piping, hydrants, valves, etc, locations and products. Approved record drawings must be provided prior to receiving final approval and payment. Maintenance Data: Submit maintenance data and parts lists for p stable water system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual. PART 2 - PRODUCTS PIPES AND PIPE FITTINGS- General: Provide piping materials and factory -fabricated piping products of sizes, types, pressure ratings, and capacities as indicated. Where not indicated, provide groper selection as determined by Installer to comply with installation requirements. Provide sizes and types matching piping and equipment connections; provide fittings of materials which match pipe materials used in potable water systems. Where more than one type of materials or products are indicated, selection is Installer's option. For each type of product provide products of one manufacturer and source. Piping: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of same material and weight/class as pipes, with pining method as indicated. All PVC pipe shall bear the NSF logo for potable water use. Ductile- Iron Pipe: AWWA C150 & C151, with cement mortar lining complying with AWWA C104; Class 51 unless otherwise indicated. Fittings: Ductile -iron, AWWA C110: cement lined, AWWA C104: and rubber -gasket joints, AWWA t:111. Polyvinyl Chloride (PVC) Pipe: AWWA C900 for sizes 4" through 12 % Class 150, DR 18. Fittings: Ductile -iron complying with AWWA C110, cement lined, wish rubber gaskets conforming to AWWA C111. Polyvinyl Chloride (PVC) Pipe: ASTM D 1785, Schedule 40 for sizes 1/2" through 3" Z a V) W X C l z _0 U II U W (n C J ENGINEER , _� co �'•--. C/; '_ 0 :c i __. - _. fir" ��.,.. - 7 � _� (—) �; -, _ _D a i 1 i I _>� 0 , - 4 mow'` _.r`.) .— '' 1 Jam...,. � ...,.. , : ' 1 ) t.... t. i ., 4 _LJ I I "a _ t 0 H. "j . xa v ... , t 0 �_ o '*- CV a) f1 6 Z) _, _, Z tj) O I� � E o O O � � t✓ � W Q O • O I` a i 4 a) a) U N C 0) w a) C 0)'a C C ;,F w in a = O U2 4" O i • IL. 0 O C a C m _� O U3 O� 1f. �� U-1 K U.J CV � ('7 � Q F— Q Q ��ry o 0 f-t- = Q )0 00 N �oc� I 1 Z ': e r� V a) C C lZ D a) Q 0 O 10) (U U L N en 0) a) b tU 00 III `' 0 0 1O N N O I' 0 cy) i� ch cM 5 n O C O d / �j. " ✓7 TIAV, RONALD HENRONALD HEN ON 11, P.E..,, FL-.REC. 34836 DESIGN DR FT CHECK RMH DSG PROJECT NO. 01054SP DATE OCTOBER, 2001 SCALE N A SHEET 11 OF 13 Fittings: PVC, Schedule 40 socket —type, solvent cement joints; or elastomeric gasketed joints. Polyethylene (PE) Pipe: AWWA C901 for sizes 1/2" through 3" (minimum pressure 200 psi) at 23.4• copper tube outside diameter per ASTM D 2737, manufactured from Virgin resin meeting ASTM D 1248. It shall have a standard dimension ratio of DR9 (PC200) and a plastic pipe institute rating of PE 3408 per AWWA C901. Fittings: Copper alloy or nylon barbed insert type with 2 strap —type stainless steel clamps over pipe at each insert. VALVES: Gate Valves: Provide as indicated, gate valves, AWWA C500, 175 psi working pressure. Provide threaded, flanged, hub, or other end configurations to suit size of valve and piping connection. Provide inside screw type for use with curb valve box, iron body, bronze —mounted, double disc, parallel seat, non —rising stem. Manufacturers: Subject to compliance with requirements, provide gate valves of one of the following: Clow Corp.; Valve Div. Dresser Mfg.; Div. of Dresser Industries. Fairbanks Co. Kennedy Valve; Div. of ITT Grinnell Valve Co. Inc. Stockham Valves and Fittings Inc. Waterous Co. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. Butterfly Valves: Provide as toolitoted butterfly valves, AWWA C504 150 psi working pressure. Provide iron body, bronze disc, stainless steel stem, and metal —reinforced EPDM seat. Manufacturers: Subject to compliance with requirements, provide butterfly valves of one on the following: Demco; Div. of Cooper Industries, Inc. ITT Grinnell Valve Co., Inc. Keystone Valve; Div. of Keystone International Inc. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. Check Valves: Provide as indicated, swing check valves, AWWA C508, 150 psi working pressure. Provide iron body, cast—iron disc, bolted cap. Manufacturers: Subject to compliance with requirements, provide check valves of one of the following: Clow Corp.; Valve Div. Dresser Mfg.; Div. of Dresser Industries Fairbanks Co. Kennedy Valve; Div. of ITT Grinnell Valve Co. Inc. Stockham Valves and Fittings Inc. Waterous Co. Contractor to ensure that the selected material is on the City/County list of approved manufacturers. ACCESSORIES: Anchorages: Provide anchorages for tees, wyes, crosses, plugs, caps, bends, valves, and hydrants. After installation, apply full coat of asphalt or other acceptable corrosion —retarding . material to surfaces of ferrous anchorages. Clamps, Straps, and Washers, Steel, ASTM A 506. . Rods: Steel, ASTM A 575. Rod Couplings: Malleable —iron, ASTM A 197. Bolts: Steel ASTM A 307. Cast —Iron Washers: Gray —iron, ASTM A 126. PART 3 - EXECUTION INSPECTION: General: Examine areas . and conditions under which potable water system's materials and products are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer. Installation of Identification: General: During back—filling/top—soiling of underground potable water main and services, install continuous underground —EMS magnetic markers, located directly over buried lines at 12" below finished grade. Tracer Wire: Install wire along the top of all PVC mains, leads, and services. Attach tracer wire on top of pipe with duct tape, not to exceed 10 feet on centers. Wire shall be continuosly conductive throughout the installation. Wire shall be brought to the surface in valve boxes, then continued down the valve box, looped around the valve and continued along the pipe. At the splices, the connecting ends of the wires shall be overlapped and tied. The ends shall be stripped and connected with a wire nut to ensure electrical connection and mode waterproof with an approved silicone splice kit. INSTALLATION OF PIPE AND PIPE FITTINGS: Ductile —Iron Pipe: Install in accordance with AWWA C600 "Standard for Installation of Ductile —Iron Water Mains and Their Appurtenances". Polyvinyl Chloride Pipe: Install in accordance with manufacturers installation instructions. Polyethylene Pipe: Install in accordance with manufacturers installation instructions. No splicing together service laterals, they must be one continuous run from main to curb stop. Restrain joint is required at all bends, valves, fire hydrants and water main terminations. Depth of Cover: Provide minimum cover over piping of 12" below average local frost depth or 36" below finished grade, whichever is greater, and a maximum of 4' unless otherwise specifically approved by the Engineer. Water Main Connection: Tap water main with size and in location as indicated, in accordance with requirements of water City of Ocoee. Provide curb valve and curb box as indicated. Contractor shall follow the requirements of the temporary jumper connection when connecting to existing water mains for potable and/or fire protection services. Water Service Termination: Terminate potable water piping 5'—O" from building foundation in location and invert as indicated. Provide temporary pipe plug for piping extension into building. All pipe is to be laid in a dry trench. The contractor shall provide dewatering as required to maintain dry trench throughout construction. Plug all lines under construction at the end of the working day to prevent ground water and potential contaminants from entering completed lines and lines under construction. All muck and unsuitable materials encountered in trench bottom, shall be removed and replaced with compacted granular material to a minimum of 95% maximum dry density per AASHTO T-180. Proctor and density test results shall be submitted to the Engineer. All trench backfill under future paved areas shall be placed in 12" layers and compacted by mechanical means to a minimum of 957. density per AASHTO T-180 so as to prevent future settlement. Compaction in unpaved areas shall be a minimum of 857. maximum dry density as per AASHTO T-180, PIPE CLEARANCE: Horizontal Separation: outside shall be maintained between A minimum horizontal separation of ten (10) feet outside to out s water mains and sanitary gravity sewer or storm sewer lines. A minimum horizontal separation of three (3) feet outside to outside shall be maintained between _ water mains and reclaimed water lines carrying unrestricted public access reuse water. In areas where it is not practical to maintain the required separation, the water main must be laid in a separate trench or on an undisturbed earth shelf located on one side of the sanitary gravity sewer, storm sewer or reclaimed water line at such an elevation that the bottom of the water main is at (east 18 inches above the top of the other line. If the minimum allowable (10') horizontal separation or 18" vertical separation in a separate trench cannot be maintained, upgrade the water main to ductile iron if the other line is a storm sewer. If the non —conforming line is a gravity sanitary sewer, and 10' horizontal separation or 18" vertical separation in a seprate trench cannot be maintained, upgrade the gravity sanitary sewer (if being newly installed) to AWWA C-900, D.R. 18 PVC. If the other line is a reclaimed water line and the above separation requirements are not met, upgrade the reclaimed water line material to ductile iron or encase the pipe in concrete. When an upgrade is necessary, the use of ductile iron is prefered. The ductile iron pipe shall be marked with a continuous painted stripe located within the top 90• of the pipe. The stripe shall be a minimum of four (4) inches in width and applied with a brush or roller 24 hours prior to installation. The paint shall be oil based and color shall be purple. There shall be at least a ten (10) foot separation between water mains and sanitary sewer force mains without exception. Field problems shall be reported to the Engineer. Special solutions must be approved by the Engineer and FDEP prior to implementation. Vertical Separation: A minimum of 18 inches of vertical separation between outside to outside of pipe shall be maintained between water main, sanitary gravity sewer, storm sewer or reclaimed water lines. When there is less than 18" vertical clearance between the water main and storm sewer, the water main shall be upgraded to ductile iron. One full length of pipe shall be centered at the point of crossing. If the non —conforming line is a sanitary gravity sewer where there is less than 18 inches vertical clearance from the water main, upgrade the sanitary gravity sewer to AWWA C-900, D. R. 18 PVC. Pipes shall be located so that joints are as for as possible from each other. If the other line is a reclaimed water line and the above separation requirements are not met, upgrade the reclaimed water line material to ductile iron or encase the pipe in concrete. When an upgrade is necessary, the use of ductile iron is prefered. The ductile iron pipe shall be marked with a continuous painted stripe located within the top 90' of the pipe. The stripe shall be a minimum of four (4) a inches in width and applied with a brush or roller 24 hours prior to installation. The paint shall be ` Q oil based and color shall be purple. 5. It is preferable to lay the water main above the crossing hazard. There shall be an 18 inch vertical separation between water mains and sanitary sewer force mains at crossings without exception. Field problems shall be reported to the Engineer. Special solutions must be approved by the Engineer and FDEP prior to implementation. General Clearance Notes: Deviations and other alternatives shall be considered on a case—by—cose basis and must receive approval from the Engineer and FDEP prior to implementation. No water pipe shall pass through or come in contact with any part of a sanitary sewer manhole or storm sewer structure. Installation of Fire Hydrants: General: All hydrants shall stand plumb, with pumper nozzle facing the travel lone. Hydrants shall be set with the ground line at the location indicated by the Hydrant Manufacturer. Rotation of hydrant head shall be accomplished without removal or disasembly. Hydrant flanges shall not be greater than 8 inches nor less than 2 inches above finish grade. INSTALLATION OF VALVES: General: Install valves as indicated with stems pointing up. All underground valves shall be installed with an adjustable cost iron valve box (screw type) to grade with B" dia. or as indicated, concrete collar all around, "WATER" shall be cost in cover. Valve boxes shall be centered and plumb over the operating nut and shall be set so that no shock or stress will be transmitted to the valve. FIELD QUALITY CONTROL: Piping Tests: Conduct piping tests before joints are covered, and after restraints have been installed. Fill pipeline 24 hours prior to testing, and apply test pressure to stabilize system. Use only potable water. Hydrostatic Tests: Test Pressure: The test pressure shall not be less than 150 pounds per square inch. Duration: The duration of each pressure test shall be a minimum of two hours, unless other wise directed by the Engineer. Procedure: After the pipe has been laid, and after inspection by the Engineer and the Owner, all newly laid pipe shall be subjected to a hydrostatic pressure test in accordance with AWWA C600, Sec. 4, M 23 & c 651. The Contractor shall contact the Engineer and the Owner a least 4 hours prior h t t 8 o to est. The Engineer must be resent Burin P 9 P 9 all tests. Slowly fill the pipe with water and allow to stand for 24 hours. Expel all air from the pipe. Apply and maintain the specified test pressure by continuous pumping if necessary for the entire test period. The test pressure shall be calculated for the point of lowest elevation, or as specified by the Engineer. The pump suction shall be in a barrel or similar device, or metered so that the amount of water required to maintain the test pressure may be measured accurately. Topping Tees: Tapping tees shall be tested at 100 psi for 15 minutes before the tap is made and separate from the testing of the main line service n P 9 s and se ce connections. Leakage: Leakage shall be defined as the quantity of water necessary to hold the specified test pressure for the duration of the test period. No pipe installation will be accepted if the leakage is greater than the number of gallons per hour as determined by the following formula: L=ND(P)a'5 7400 In the above formula: L = Allowable leakage. in gallons per hour. N = Number of joints in the length of pipe tested. D = Nominal diameter of pipe, in inches. P = Average test pressure during the leakage test, in pounds per square inch gauge Correction of Excessive Leakage: Should any test of pipe laid disclose leakage greater than that allowed, locate and repair the defective joints or pipe until the leakage of a subsequent test is within the specified allowance. The Engineer must be present during retests. The Contractor shall contact the Engineer and the Owner at least 48 hours prior to the test. Visual Inspection: All exposed areas of pipelines shall be inspected by the Engineer and the Owner for visible leakage under normal operating conditions. Visible leaks shall be repaired by the Contractor at no additional cost to the Owner. Testing of Valves: Valves will be tested at the some time that the adjacent pipeline is tested. If there are any special parts of control systems or operators that might be damaged by the pipelined test, they shall be properly protected. The Contractor will be held responsible for any damage caused by the testing. Hydrostatic Test and Leakage of Service Connections: Test service connections and service connection pipe by either testing in conjunction with the main at the test pressure required for the main, or by testing at the normal hydrostatic main pressure after the main has been completely installed and tested. Inspect visually for leaks and repair any leaks before backfilling. Duration of the test shall be at 15 minutes. Service connection transfers will be visually inspected for leakage by the Engineer and the Owner under normal system pressure. Acceptance: Acceptance of any installation shall be based on the Engineer's and the Owner's inspection, the requirements of AWWA C600, Sec. 4.2.3. and the requirements stated herein. ADJUSTING AND CLEANING: Disinfect all Potable Water Systems per AWWA C 651. Disinfection of Potable Water System: Flush pipe system with clean potable water until no dirty water appears at point of outlet. Fill system with water —chlorine solution containing at least 50 ppm of chlorine. Valve off system and let stand for 24 hours minimum. Perform bacteriological testing and provide Engineer with acceptable results for two (2) consecutive days at all sample points identified on the Florida Department of Environmental Protection Public Drinking Facility Construction Permit. Upon acceptance by the Engineer, flush system with clean potable water until no chlorine remains in water coming from system. Repeat procedure if contamination is present in bacteriological examination. No connection to the existing potable water system will be made until clearance has been received, from the Engineer. FDEP and the Utility Company. Provide the Engineer an As —built plan of the water main fittings, valves, materials, etc. that have been installed. As —built drawing to be provided at the some time as the bacteriological test results. SECTION 02720 — STORM SEWAGE SYSTEMS PART 1 - GENERAL DESCRIPTION OF WORK: Extent of storm sewage systems work is indicated on drawings and schedules, and by requirements of this section. "Earthwork" for excavation and backfill required for storm sewage systems; not work of this section. "Storm Water Systems" for interior building systems including conductors, horizontal branches, and connections to roof and deck drains: not work of this section. QUALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacture of storm sewage systems products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 3 years. Installer's Qualifications: Firm with at least 3 years of successful installation experience on projects with storm sewage work similar to that required for project. Codes and Standards: Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of storm sewage system's materials and products. Work to be performed within the public right—of—way shall meet the specifications of the governing authority. Environmentol Compliance: Comply with applicable portions of local Environmental Agency regulations pertaining to storm sewage systems. SUBMITTALS: Product Data: Submit to the Engineer for approval, manufacturer's technical product data and installation instructions for storm sewage system materials and products. Shop Drawings: Submit to the Engineer for approval prior to ordering said materials. Include pipe materails, size, locations, and inverts. Include details of underground structures, connections, and manholes. Show interface and spatial relationship between piping and proximate structures. Record Drawings: At project closeout, submit record drawings, to the Engineer, of installed storm sewage piping materials, sizes, inverts, and locations. Maintenance Data: Submit maintenance data and parts lists for storm sewage system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual. PART 2 -PRODUCTS PIPES AND PIPE FITTINGS: General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of some material and weight/class as pipes, with pining method as indicated. Reinforced Concrete Pipe: ASTM C 76, Class 11 unless otherwise indicated. Class I available 60"-144"; Class 11 through V available 12"-144". Fittings: Reinforced concrete, some strength as adjoining pipe, tongue —and —groove gasketed joints complying with ASTM C 443. Polyvinyl Chloride (PVC) Sewer Pipe: ASTM D 3033, Type PSP, SDR 35: or ASTM D 3034, Type PSM, SDR 35. Fittings: PVC, ASTM D 3033 or 3034, solvent cement joints complying with ASTM D 2855 using solvent cement complying with ASTM D2564; or elostomeric joints complying with ASTM D 3212 using elastomeric seals complying with ASTM F 477. STORM SEWER MANHOLES: General: Provide precast reinforced concrete storm sewer manholes as indicated, complying with ASTM C 478. Grout flow —lines of manholes. Manholes Frames and Covers: ASTM A 536, Grade 60-40-18, heavy—duty ductile iron. Include indented top design with lettering "STORM", cost into cover. CATCH BASINS: General: Provide precast reinforced concrete catch basins as indicated. With cast iron grates per ASTM A 536. Grout flow —lines of catch basins. PART 3 - EXECUTION INSTALLATION OF PIPE AND PIPE FITTINGS: General: Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Inspect piping before installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site. Do not store plastic piping or fitting in direct sunlight. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. Place bell ends or groove ends of piping facing upstream. Install gaskets in accordance with manufacturers recommendations for use of lubricants, cements, and other special installation requirements. Concrete Pipe: Install in accordance with applicable provisions of ACPA "Concrete Pipe Installation Manual". All concrete pipe joints shall be wrapped with filter fabric per FDOT Index 280. Coordinate with building contractor for building roof drainage system locations — terminate stubs 5' from face of building. Cleaning Piping: Clear interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. In large, accessible piping, brushes and brooms may be used for cleaning. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. Flush lines between manholes, if required, to remove collected debris. Joint Adaptors: Make joints between different types of pipe with standard manufactured and adapters fittings p tti gs intended for that purpose. Closing Abandoned Utilities: Close open ends of abandoned underground utilities which are indicated to remain in place. Provide sufficiently strong closures to withstand hydro —static or earth pressure which may result after ends of abandoned utilities have been closed. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. Make inspections after lines between manholes, or manhole locations, have been installed and approximately stetY 2 of backfill is in place. and again at completion an of project. If inspection indic ates poor alignment, ment debris displaced pipe, infilt ration or other defects, correct such defects, and reinspect. PRECAST CONCRETE MANHOLES: General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames es and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, unless otherwise indicated. Install in accordance with ASTM C 891. Provide rubb er joint gasket complying with ASTM C 443 at joints of sections. CATCH BASINS: General: Construct catch basins to sizes and shapes indicated. Set frames and grates to elevations indicated. BACKFILLING: General: Conduct backfill operations of open —cut trenches closely following laying, jointing, and beddingof pi pe. and after initial inspection p p spect on and testing are completed. Compact backfill within pavement areas and up to 3' back of curb to 98% maximum density and backfill outside pavement areas to 95% maximum density per AASHTO T-180 modified. FIELD QUALITY CONTROL: Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. Defects requiring correction include the following: 1. Alignment: Less than full diameter of inside of pipe is visual between structures. 2. Deflection: Flexible piping with deflection that prevents passage of a ball or cylinder of a size not lessthan t a 95 n percent of piping p p p g diameter. 3. Crushed, broken, cracked, or otherwise damaged piping, 4. Infiltration: Water leakage into piping. 5. Exfiltrotion: Water leakage from or around piping. Replace defective piping using new materials and repeat inspections until defects are within allowances specified. Reinspect and repeat procedure until results are satisfactory. SECTION 02730 — SANITARY SEWAGE SYSTEMS PART 1 - GENERAL DESCRIPTION OF WORK: Extent of sanitary sewage systems work is indicated on drawings and schedules, and by requirements of this section. "Earthwork" for excavation and backfill required for sanitary sewage systems; not work of this section. Concrete work required for sanitary sewage systems: not work of this section. QUALITY ASSURANCE: Manufacturer's Qualifications: Firms regularly engaged in manufacture of sanitary sewage system's products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than 3 years. Installer's Qualifications: Firm with at least 3 years of successful installation experience on projects with sanitary sewage work similar to r:hot required for project. Codes and Standards. City of Ocoee Code Compliance: Comply with City of Ocoee requirements and standards for all construction. Plumbing Code Compliance: Comply with applicable portions of National Standard Plumbing Code pertaining to selection and installation of sanitary sewage system materials and products. All sewer improvements shall be constructed in accordance with City of Ocoee's standards and specifications. Any conflicts between these specifications ant` the City of Ocoee s specifications, then the Citys specifications shall prevail. SUBMITTALS: Product Data: Submit to the Engineer for approval manufacturer's technical product data and installation instructions for sewage system materials and products. Shop Drawings: Submit to the Engineer for approval prior to ordering said materials, shop drawings for sanitary sewage systems showing piping materials, size, locations, and inverts. Include details of underground structures connections, and cleanouts. Record Drawings: At project closeout, submit record drawings to the Engineer of installed sanitary sewage piping manholes and products must include invert, top elevations, locations, etc. Maintenance Data: Submit maintenance data and parts lists for sanitary sewage system materials and products. Include this data, product data, shop drawings, and record drawings in maintenance manual, in accordance with requirements of Division 1. PART 2 -PRODUCTS PIPES AND PIPE FITTINGS: General: Provide pipes of one of the following materials, of weight/class indicated. Provide pipe fittings and accessories of some material and weight/class as pipes, with joining method as indicated. Polyvinyl Chloride (PVC) Sewer Pipe: ASTM D 3033, Type PSP, SDR 35; or ASTM D 3034, Type PSM, SDR 35. Above available 4" through 15". SDR 35: 4% 6", 8% 10", 12 & 15"; SDR 41: 6", 8", 9", 10% 12", and 15". Fittings: PVC, ASTM D 3033 or ASTM D 3034, solvent —cement joints complying with ASTM D 2B55 using solvent cement complying with ASTM D 2564; or elastomeric joints complying with ASTM D 3212 using elastomeric seals complying with ASTM F 477. Polyvinyl Chloride (PVC) Force Main Pipe: ASTM D2241, SDR 18, C-900, color green. Force Main Fittings: DIP mechanical joint, cement mortar lined (ANSI 21.4) rated at 350 psi. Ductile Iron Pipe (DIP: ASTM A746, AWWA C151 (Pipe) and AWWA C111 (joints), Class 5, Fostite joints. SANITARY SEWER MANHOLES: General: Provide precast reinforced concrete sanitary manholes as indicated, and complying with ASTM C 478. Coatings: All manholes shall be pointed inside and out with Bitumostic Super Service Black or Engineer approved equal, 15—mil minimum dry thickness. Pipe Connectors: All pipe connections to the manhole base sections, shall be in accordance with ASTM C923, resilient, of size required. Manhole Frames and Covers: ASTM A536, Grade 60-40-18 ductile —Iron casting designed for heavy—duty service. Include indented top design with lettering as shown on plans. All covers to have two penetrating pick holes. CLEAN —OUTS : General: Provide, as indicated, pipe extension to grade with furrule and countersunk clean —out plug. Provide round cast—iron access frame over clean —out, with heavy—duty secured scoriated cover with lifting device. Grease Interceptor: Precast concrete per ASTM C913-98. Two compartment unit with 1/3 overflow capacity beyond design operational size. For installation in traffic areas with less than 24 inches of cover per ASTM C 850-950. PART 3 - EXECUTION INSTALLATION OF PIPE AND FITTINGS: General: Install piping in accordance with governing authorities having jurisdiction, except where more stringent requirements are indicated. Inspect piping before installation to detect apparent defects. Do not store plastic pipe or fitting in direct sunlight. Mark defective materials with white point and promptly remove from site. Lay piping beginning at low point of system, true to grades and alignment indicated, with unbroken continuity of invert. Place bell ends or groove ends of piping facing upstream Install gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. CLEAN —OUT INSTALLATION ST LLATION Install cleanouts and riser extension from sewer pipe to cleanout at grade. Use cost —iron soil pipe fittings in sewer pipes at branches for cleanouts and cost —iron soil pipe for riser extensions to cleanouts. Install piping so cleanouts open in direction of flow in sewer pipe. Set cleanout frames and covers in earth in a cast —in —place concrete block, 18 by 18 by 4 inches deep. Set with tops 1 inch (25 mm) above surrounding earth grade. Set cleanout frames and covers in concrete/asphalt paving with tops flush with surface of paving. Plastic Pipe: Install in accordance with manufacturer's installation recommendations, and in accordance with ASTM D 2321. Sewer Service Termination: Terminate Sanitary sewer piping 5'—O" from face of building in location and at invert as indicated. Provide temporary pipe plug at building termination. Existing utilities: Do not interrupt existing utilities serving adjacent facilities except when permitted and then only after arranging to provide acceptable temporary utility services. Notify Engineer and owner's representative not less than 48 hours in advance of utility interruption. Do not r p oceed with interruption until coordinating with local utility company. Cleaning Piping: Clear interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. Place plugs in ends of uncompleted conduit at end of day or whenever work stops. All muck and unsuitable materials encountered in trench bottom, shall be removed and replaced with comp acted granular material to a minimum of 95% maximum dry density per AASHTO T-160. Proctor and density test results shall be submitted to the engineer. All trench backfill ,under future paved areas shall be placed in 12" layers and compacted by mechanical a means to a minim um of 95% density Per AASHTO T- 180 'so as to prevent future settlement. Compaction in unpaved areas shall be a minimum of 90% maximum dry density as per AASHTO T-180. Flush lines between manholes, if required, to remove collected debris. Hydrostatic Testing (force main): Force mains shall be pressure tested at 100 psi for a minimum of 2 hours. See section 02666 (Hydrostatic Testing) for procedures. Gravity sewer mains shall be visually inspected (tamped) by the City of Ocoee Utilites and the Engineer. Provide ole equipment ne cessary to perfo rm visual insp ection and make sure all lines are clean, free of debris, all benchs are poured, frames & covers are set and any required touch—ups to the manhole coating has been completed prior to inspection. Provide a minimum of 48 hours notice of tamping inspection. Lumping shall be after all manholes, piping, benching and interior/exterior coatings are installed. Gravity sanitary sewer mains shall also be TV inspected and the site ,contractor shall provide both the City and the Engineer with a copy of the video tape for review and approval prior to fin al acceptance. Maximum allowable horizontal and vertical deflection is 1/4". Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred. Make inspections after lines between manholes, or manhole locations, hove been installed and approximately 2—It. of backfill is in place, and again at completion of project. If inspection indicates poor alignment, debris, displaced pipe, infiltration, or other defects, correct such defects, and reinspect. SANITARY MANHOLES: General: Place precast concrete sections as indicated. Where manholes occur in pavements, set tops of frames and covers flush with finish surface. Elsewhere, set tops 3" above finish surface, unless otherwise indicated, Install in accordance with ASTM C 891. Provide rubber joint gasket complying with ASTM C 443 at joints of sections. Form continuous concrete channels and benches between inlets and outlets. TAP CONNECTIONS: Make connections to existing piping and underground structures, so that finished work will conform as nearly as practicable to requirements specified for new work. BACKFILLING: General: Conduct backfilling operations of open —cut trenches closely following laying, jointing, and bedding of pipe, and after initial inspection and testing are completed. FIELD QUALITY CONTROL: Testing: Perform testing of completed piping in accordance with local authorities having jurisdiction. SECTION 03310 — CONCRETE PAVEMENT PART 1 - GENERAL:- Codes and Standards: ACI 301 "Specifications for Structural Concrete Buildings"; ACI 318," Building Code Requirements for Reinforced Concrete"; comply with applicable provisions except as otherwise indicated. Concrete Testing Service: Employ acceptable testing laboratory to perform materials evaluation, testing and design of concrete mixes. Contractor will employ separate testing laboratory to evaluate concrete delivered to and placed at site. Certificates, signed by concrete producer and Contractor, may be submitted in lieu of material testing when acceptable to Engineer. Quality Control: Contractor's testing laboratory will perform sampling and testing during concrete placement, which may include the following, as directed by the Engineer. This testing does not relieve Contractor of responsibility of providing concrete in compliance with specifications. Contractor may perform additional testing as necessary, at no expense to Owner, to ensure quality of concrete. Sampling: ASTM C 172. Slump: ASTM C 143, one test for each food at point of discharge. Air Content: ASTM C 173, one for each set of compressive strength specimens. Compressive Strength: ASTM C 39, one set for each 50 cu. yds. or fraction thereof of each class of concrete; one specimen tested at 7 days, one specimen tested at 28 days, and one retained for later testing, if required. When the total quantity of a given class of concrete is less than 50 cu. yds., strength tests may be waived by Engineer if field experience indicates evidence of satisfactory strength. Test results will be reported in writing to the Engineer, Contractor and concrete producer within 24 hours after tests are made. Manufacturers Data: Submit manufacturer's product data with installation instructions for proprietary materials including reinforcement and forming accessories, admixtures, joint materials, hardeners, curing materials and others as requested by Engineer. Laboratory Reports. Submit 2 copies of laboratory test or evaluation reports for concrete materials and mix designs. Mix Proportions and Design: Proportion mixes complying with mix design procedures specified in ACI 301. Submit written report to Engineer for each proposed concrete mix at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed and are acceptable to the Engineer. Mix designs may be adjusted when material characteristics, job conditions, weather, test results or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by the Engineer. Use air —entering admixture in all concrete, providing not less than 4% nor more than 8% entrained air for concrete exposed to freezing and thawing, and from 2% to 4% for other concrete. Unless otherwise noted on the Site Construction Plans, all concrete shall be a minimum of 3,000 PSI as 28 days, with 3 to 4 inch slump at time of pour. PART 2 - CONCRETE MATERIALS: Portland Cement: ASTM C 150, Type as required. Fly Ash: ASTM C 618, Type C or F, Limit use of fly ash in concrete mix design to not exceed 25% of cement content by weight. Aggregates: ASTM C 33, except local aggregates of proven durability may be used when acceptable to Architect. Water: Drinkable. Air —Entraining Admixture: ASTM C 260. Water —Reducing Admixture: ASTM C 494; type as required to suit project conditions. Only use admixtures which have been tester: and accepted in mix designs, unless otherwise acceptable. Related Materials: Waterstops: Flat dumbbell or center —bulb ter — bulb type, size to suit joints, of either rubber (CRD C 513) or PVC (CRD C 572). Moisture Barrier: Clear 8—mils thick polyethylene; polyethylene —coated barrier paper; 1/8" thick asphalt core membrane sheet. Membrane —Forming Curing Compound: ASTM C 309, Type I. Joint Fillers: See Division-7. Form Materials: Provide form materials with sufficient stability to withstand pressure of placed concrete without bow or deflection. Exposed Concrete Surfaces: Suitable material to suit project conditions. Reinforcing Materials: Deformed Reinforcing Bars: ASTM A 615, Grade 60, unless otherwise indicated. Welded Wire Fabric: ASTM A 185. PART 3 - FORMING AND PLACING CONCRETE: Job —Site Mixing: Use drum type batch machine mixer, mixing not less than 1-1/2 minutes for one cu. yd. or smaller capacity. Increase mixing time at least 15 seconds for each additional cu. yd, or fraction thereof. Ready —Mix Concrete: ASTM C 94. Form —work: Construct so that concrete members and structures are of correct size, shape, alignment, elevation and position. Provide openings in form —work to accommodate work of other trades. Accurately place and securely support items built into forms. Clean and adjust forms prior to concrete placement. Apply farm release agents or wet forms, as required. Retighten forms during concrete placement, if required, to eliminate mortar leaks. Reinforcement: Position, support and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers and hangers, as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfa,:es. Install welded wire fabric in as long lengths as practicable, lapping at least one mesh. Concrete Sidewalks: All concrete sidewalks shall be a minimuin of 4" thick, except at driveways where they shall be a minimum of 6" thick. Joints: Provide construction, isolation, and control joints as indicated or required. If no expansion joints are shown provide at a maximum of 20 feet on center each way. Provide Expansion Joints between concrete pavement and concrete curbing. If no control pints are shown provide at 10 feet on center each way. Locate construction joints so as to not impair streng'h and appearance of structure. Place isolation and control joints in slabs —on —ground to stabilize diffe+ential settlement and random cracking. Installation of Embedded Items: Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by cast —in —place concrete. Use setting diagrams, templates and 'instructions provided by others for locating and setting. Concrete Placement: Comply with ACI, placing concrete in a .:ontinuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. Consolid ate pla ced ced concrete using mechanical vibrating equipm-ant with hand roddin and tam in so that concrete is worked around reinforcement and other embedded items and inPto forms. 9• Protect concrete from physical damage or reduced strength dire to weather extremes during mixing, placement and curing. In cold weather comply with ACI 306R. In hot weather comply with ACI 305R, Concrete Finishes: Exposed— — I to view Surfaces: Provide a smooth finish for exposed concrete surfaces and surfaces that are to be covered with a coating or covering material applied directly to concrete. Remove fins and projections, patch defective areas with cement grout, and rub smooth. Slab Trowel Finish: Apply trowel finish to monolithic slab surfaces that are exposed —to —view or are to be covered with resilient flooring, point or other thin film coating. Consolidate concrete surfaces by finish trowelling, free of trowel marks, uniform in texture and appearance. Curing: Begin initial curing as soon as free water has disappeared from exposed surfaces. Where possible, keep continuously moist for not less than 72 hours. Continue curing by use of moisture — retaining cover or membrane —forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protections as required to prevent damage to exposed concrete surfaces. Protec tion: Provide barricades as necessary to prevent damage from vehicles or pedestrians. Sweep concrete paving not more than 2 days prior to date scheduled for substantial completion inspection. TRAFFIC AND LANE MARKINGS: Cleaning : Sweep and clean surface to eliminate loose material and dust. Oft —Site Striping: (Within public road right—of—way and access drive.) Striping: Use thermoplastic striping. On —Site Striping: Use chlorinated —rubber base traffic lane —marking point, factory —mixed, quick — drying, non —bleeding, 2 coats minimum, unless thermoplastic r:triping is specifically specified (i.e. fire tone striping, etc.). Color: White unless otherwise specified on civil drawings. Do not apply traffic and lane marking paint until layout and placement has been verified with Engineer. Apply paint with mechanical equipment to produce uniform striight edges. Apply in 2 coats at manufacturer's recommended rates. Protect from traffic until A has attained its full set and hardness. Repaint areas to provide uniform color and appearance. 0 ZQ ^ >� , ;e F ;:, W co My"`�` .o z _ 0 0Y :D - 0- r emu, - ,,.." O... �_ r�0 _j �,� w Of X ._ �W :,_ _ .;" _I.-�_ W � W .L: r .(n �_Qz -_,:> W . C r' ?` V) r .`l a (n Cl j O L: WZZZ^Z:Z;4 � ' M� �'J TT vJ lt:�_ rV W �'YO r� W r Qz I Q W • I . � " 0) N Q 0- W �i rl W 0.s �i � CO a �r `� _ C/� I rO� U) C Q ,,, N LO „q C-4 1-4 V) z _0 Q U_ I 1__I_ U W n C ! 0) O N +_ . N f-0 } Z (� o a � O o ,� 5 C Q W _ O • O 00 .0 .9 N C U 0) in f` 6 W O _C 0) 05 C: w in a C O 0 in Ua) O 1 • li 00 !` -p C: O C O i) m lz a ,-'— O" C".)_ w W W (Cy 111� co C/) Q 1-- 0 t W0 0 J LL 1-- 10 00 V) N 110 z (y) 0 I W Q) r r (J V sqb N C C 1Z a (1) Q D P 0) N U a) in C 0) N .FJ ua 00 11qY co O NO N Iq X a u_ c'7 t? cM th O N t` O L s ENGINEER t&�P64 04 ONALD HENSM _Ii, P.E., FL REG. 3483, DESIGN [LD!SG FT CHECK RMH PROJECT NO. 01054SP DATE OCTOBER, 2001 SCALE N/A SHEET 12 OF 13 004 4 68 .36, � Q Ld LO A = 11"31030 30'_ 1 1 i R 260. 00' L 142.98 CH 141.19 1; CH,11 BRG = AT19 014 ',4 7" El 13 x y£ ® f 'j 0� o 4- 4j Qj I .. . . . . . . -sx STORM STRUCTURE #45, STORM STRUCTURE #46\ NOTES: 1. ELEVATION CONTOURS SHOWN HEREON ARE NOT EXISTING ELEVATIONS. THEY ARE PROPOSED CONTOURS TO BE PROVIDED BASE ON COMPLETION OF THE MASS GRADING PLAN (SEE SHEET 12, OCOEE COMMONS PUD FINAL SUBDIVISION PLANS). THE MONTGOMERY AVENUE PAVEMENT AND SIDEWALK GRADES SHOWN HEREON ARE PROPOSED GRADES BASED ON THE SAME PLANS (SEE SHEET 8). 2. GRASS SOD ALL AREAS NOT COVERED WITH CONCRETE, BUILDING OR MULCH WITHIN TRACT F. CRUNCH CLIMBING BAR POLE CARGO NET WALL ATTACHMENT VOLCANO CLIMBER TRANSFER PLATFORM MINI —ARCH BRIDGE w/BARRIER RAIL WILDSLIDE (left) 414 1 ky, I 4w� Z V) SLIDE & GLIDE 0 SLIDE W/UNIVERSAL Z HOOD 0 uj LU_ W Ld Total Elevated Play Components 9 Total Elevated Components Accessible By Ramp 0 Total Elevated Components Accessible By Transfer 9 Total Accessible Ground Level Components Shown 3 Total Different Types Of Ground Level Components 3 Soft, resilient surfacing should be placed in the use zones of all equipment, as specified for each type of equipment, and at depths to meet the critical fall heights as specified by the U.S. consumer Product Safety Commission, ASTM standard F 1487 and Canadian Standard CAN/CSA-Z-614. This unit includes play events) and routes of -travel designed specifically for special needs users. It is thE� opinion of the manufacturer that these play events and routes of travel conform to the accessibility requirements of the ADA (American's with Disabilities Act). Childhood Through S. Play r"r FUN PA1`IT POWER, %L MODEL #85093 This play Equipment is recommendE.%d for children ages 5 - 12. C: L: A E Cc: @ Q_ D 2 Z6[__0 O a) 0,0 _L_ LU N U IV—) < 0 In li a) V Q U _17 0 0 00 C? LU 6 00 04 E: w ('0 3: 7E)- D < C) C: V) 0 V) CZ 7' 0 V) U co 0 U_ 2 co (L 4- 0)0 C? con s� -2 C: a C: 0 0 a Q) (D rZ ft_ V) _ V 0 A-- CL ENGINEER / L., 4 V V IAARi 4 209 ONALD HENSON I - - , FL REG. 3483E DESIGN I DRAFT CHECK t�v RMH DSG- I PROJECT NO. 01 054TRACT—F—IMP DATE OCTOBER, 2001 SCALE 10, SHEET 13 OF 13 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TP SUB- PROJECTNAME PROJECT NO pEWER MITTALjSUBM W A NUMBR Large Scale - Adair Pointe Final Subdivision Subdivision LS-02-008 Plan 02I2004 RL 3rd Staff comments due 3112/04. Avanti-West Groves Westyn Bay - Phases 4 8 Large Scale Final 5 LS-03-006 Subdivision Plan 11/20/03 RL 2nd Staff comments sent to applicant 12/17/04. Banagan Day Care 1-11.5E-003 Special Exception 11/13/03 TJ 1at Staff comments sent to applicant 12/19/03. Baskins Ridge Annexation & Court AX404-02-16 Initial Zoning 02/26/04 TJ 1st Staff comments due 3119/04. Small scale Site BP Retail Facility SS-2004-019 Plan 02/18/04 RL list Staff comments due 3115104. BP Products R.F. 15307 Plat 03/01/04 RL lComments due March 22, 2004. Center Lake Properties (Oak Trails Reserve Traffic PUD) Methodology 12/19/03 JR 1st Staff comments sent to traffic consultant 123/04. CFI - Scotty's SS-2003-012 1 Small Scale 1120/03 RL 1st Staff comments sent to applicant 12117/03. Citrus Oaks Office Center SS-2003-003 Small Scale 12/16/03 RL 3rd Staff comments sent to applicant 121/04. Crawford Tire - 110 Taylor Street Building Plans 0120/04 RL 1st Sign Creekside Preliminary Townhomes LS-04-008 Subdivision Plan 02/19/04 RL list Staff comments due 3/12/04. Preliminary Crown Enterprises LS-03-004 Subdivision Plan 0721/03 RL 2nd Staff comments sent to applicant 2/18/04. Crown Enterprises 10/01/03 JR Traffic Stud - Sent 10 applicant 10/17/03. 3142004 1 of 6 ,f STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW TYPE OF DATE SUB- " i PROJECT NAME PROJECT NO. SUBMITTAL-: RECEIVED REVIEWER MITTAL STATU imp -Am - �' -� - Waiting to finalize agreement, issues on annexation - tallow up. Small Scale Pre- City Commission action on annexation agreement HOLD - Deeper Life Annexation OWE MONEY. Have they signed agreement7 Paid fees? No Assembly AR-02-08-04 Agreement 0622/02 TG list water until pay fees. Deeper Life Assembly Water Line 09/15/03 RL Staff comments sent to applicant 9115103. Preliminary Staff comments sent to applicant 12/16/03. (We need agreement - Eagles Landing LS-02-007 Subdivision Plan 11/18103 RL 3rd do roads line up?) Small Scale Site Equimax Building SS-2003-017 Plan 01/02/04 RL list Staff comments sent to applicant 1130/04. Large Scale Joint Planning Area Amendment / JPA-01-001 Comp Plan CPA-01-002RZ- Amendment & Fannitay Fans 01-06-01 Rezoning 0423/02 RW 4th Went to P&Z 5/13103. Denied at September 16, 2003 CC Meeting. Fence Building Plans 09/19/03 RL 385 Enterprise Street Floors Direct SS-2003-014 Small Scale 11/13/03 RL 2nd Staff comments sent to applicant 224104. ForestBrooke Phase 1 Grading 0126/04 RL Staff comments due 2/10/D4. ForestBrooke Large Scale Final Phase 3 LS-03-003 Subdivision Plan 12/02/03 RL 3rd Staff comments sent to applicant 1/7/04. Forest Trails Subdivision LS-03-002 Plat 03/02/04 RL Staff comments due 323/04. Fravel & Stokes Preliminary Site Dental Office SS43-M Plan 07/08/03 RL 2nd Staff comments sent to applicant 9/3/03. Fullers Cross Community AR-03-07-09 Ining Annexation/Rezo 1 1 I Develo ment SSCPA-03-M and SSCPA 0225104 JW 3rd Staff comments due March 19, 2D04. 3142004 2 of 6 STATUS OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIEW p'TE " SUB- " PROJECT NAME_. PRO ,)E E ER MITTAL ' NUMBER Goodman Centre I G Heavener Large Scale Final Subdivision LS-2000.010 Subdivision Plan 07/31/02 RL 3rd Pre -Construction meeting scheduled for March 5, 2004. Grace Community Preliminary Site Staff comments sent to applicant 1126/04 (Keep annexation, S.E., r- Church LS-034)06 Plan 12/15/03 RL 2nd o-w 8 site together) Preliminary Grace Community Certificate of Church 249-28-04-PCC Concurrency 01/05/04 TJ 1st Staff comments sent to applicant 2/3/04. Health Central Expansion 0828/03 RL 2nd Staff comments sent to applicant 9126103. Health Central Parking Lot Expansion Modifications 12/10/03 RL 1st Staff comments due 1116/04.014 HOLD Staff comments due V7104. Sent to legal on 1/13104. Comments Ingram Estates AX-03.12-13 Annexation 12/09/03 TJ 1st due 1130/04. Large Scale Final Kane's @ Owes LS-2000-011 Site Plan 07/25/02 RL 3rd Pre -Construction meeting scheduled for March 5, 2004. Staff comments sent to traffic consultant for applicant on 926103. Kam's @ Ocoee Traffic Study 06/11/03 JR Gong to CC 1114/03. Kohlmeier Staff comments due 2/5/04.Board of Adjustment scheduled for Variance VR-04-001 Variance O1109/04 Ti tat 225104. Lake Bennet Medical Centre - Small Scale Site Building 3 SS-2004-018 IPlan 02/17/04 1 RL 1st Staff comments due 3/12/04. Terry James met with Mr. Learn on 929/03. Waiting for applicant Learn Annexation AX-03.09-01 Annexation 09/05/03 Ti 1st to submit required information. Maguire Road Annexation / Retention Pond Rezoning Waiting for Engineering. Traffic issues meeting. Comments sent to applicant 11/19/02. Received letter from Hal Cantor. Steve Dill back up material in Magnolia Ridge, Preliminary project cubby. Discussed at City Attorney Day on September 4, Phase 1, 2 8 3 LS-2001-003 Subdivision Plan 08/02/02 RL 2nd 2003. 3/42004 3 of 6 US OF LAND DEVELOPMENT PROJECTS CURRENTLY UNDER REVIE SUB- qr PROJECT NAME PROJE MITTAL NUMBER Marriott Courtyard 10971 W. Colonial Drive Building Plans 01/30/04 RL Wall and sin (REVISED) Marriott Courtyard 10971 W. Colonial Grading & Utility Drive Plan 02/02/04 RL Staff comments due 2/6104. Final Subdivision McCormick Woods LS-2001-002 Plan 02/05/04 RL 1st Staff comments due 311/04. McDonald's Small Scale Site Expansion SS-2003-016 Plan 12/05/03 JW 1st Staff comments sent to applicant 117104. Meridetn Office SS-2003-013 Small Scale 02128104 RL 2nd Staff comments due 3/19/04. M.I. Ranchito SS-2001-006 Small Scale 11/11/03 TG 3RD Staff comments due 12105/03. M.I. Ranchito Plat 04/20/03 RL Staff comments sent to applicant 8/22/03. M.I. Ranchito VAC-03-002 ROW Vacation 03/03/03 RL 1st Staff comments sent to applicant 022/03. M.I. Ranchito Traffic Study 06/11/03 JR Staff comments sent to applicant 8122103. Concept Design M.I. Ranchito Plan 0223/04 RL 1st Staff comments due 3/8104. Nextel Communications, Inc. Cellular Tower Mel w/ Jason Peery 10/9/02. JW talked to Jason in February - they - South Ocoee Site 1-25E-2002 ISpecial Exception 0729/02 JW 1st are going to resubmit. Oak Trail Reserve PUD RZ-03-1 D-01 Rezoning 02/06/04 RL 2nd Staff comments and traffic study comments due 4/4104. Ocoee Business Park (CPB Family Final Subdivision Partnership) LS-2001.007 Plan 10/13/03 TG 3rd Staff comments sent to applicant 12/01103. Ocoee Church of Small Scale Site the Nazarene SS-2003-008 Plan 12/02/03 RL 3rd Staff comments sent to applicant 1/6/04. 3/4/2004 4 of 6 STATUS OF LAND DEVELOPMENT PROJEC SUB - PROJECT NAME PROJECT NO. TYPE OF DATE REVIEWER MITTAL- TUS Preliminary Subdivision Plan / Annexation / PUD Owes Commons AP-02.02-01A / Developers PUD (Kazaros) AP-02-02-01 Agreement 0822/04 RL 2nd Closed on property 613103. Ocoee Commons PUD (Coventry Park - nka Ashton Final Subdivision Park) AP-02-03-01AA Plan 0121/04 RL 2nd Staff comments sent to applicant 220/04. Ocoee Commons Tract C Townhomes (Crestwood Preliminary Commons) LS-03-007 Subdivision Plan 02/17/04 RL 3rd Staff comments due 3110/04. Ocoee Shopping Revised Sheet Center Addition SP 12116/03 RL 2nd Staff comments sent to applicant 112301. Palm Drive Sewer Annexation 8 Treatment Plant Rezoning Waiting for Engineering Physician Associates 8937 W. Colonial Drive Building Plans 0227104 RL Sign Staff comments sent to applicant U7104.City Commission approved Poer Property AX-03-12-14 Annexation 12/17/03 JW 1st 120/04. Small Scale Site RMN Building SS-2003-015 Plan 11/17/03 RL 1st Staff comments sent to applicant 12117103. TSRC held. Reclaimed Water Booster Pumping Small Scale Site Facility SS-2003-011 Plan 01/16/04 RL 2nd Staff comments sent to applicant 2113104. Sobik's - 340 Ocoee Apopka Road Buildl Plans 03/18/03 RL Fence. Waitingfor letter from applicant. ON HOLD 3142004 5 of 6 a: DDEVELOPMENT PROJECTS CURRENTLY UNDER R SUB- TE:. P, MITTAL _ Soong Thai 9448 W. Colonial Drive Building Plans 03/02104 RL Sign Small Scale Site SYSCO SS-2003-009 Plan 07/17/03 TG Staff comments sent to applicant 8/3103. Large Scale Tomyn Business Preliminary / Final Park LS-2002-DOB Site Plan 04/07/03 RL 2nd Sent staff comments to applicant 9/22/03. Tomyn Business Park ROW Vacation Sent staff comments to applicant 9/22/03. Tomyn Business Park ITraffic Study 05/21/03 RL Sent staff comments to applicant 922/03. Small Scale Site Tvris0e Treat SS-2004-020 Plan 02/18/D4 RL 1st Staff comments due 3115104. Villas of Woodsmere CP-01.01.04 Conceptual Plan 0126/04 RL list Staff comments sent to applicant 2/24/04. Small Scale Site Wal-Mart Lot 5 SS-2003-003 Plan 0128/04 JW 1st Staff comments sent to applicant 224104. West Orange Professional Final Certificate Center FCC-250-29-04 of Conwmen 0127/04 TJ 1 at Staff comments due 2/12/04. P&Z public hearing-10/14/03; CC public hearing (2nd reading) West Pro riles Annexation (3) TJ 1at 11/18103; properties considered 4 individual developments. Preliminary Subdivision Plan / Amendment to Westridge PUD 91-0002A PUD / SSCPA 03/01/04 RL 3rd Staff comments due 324/04. Westyn Bay Final Subdivision Tovmhomes LS-03-005 Plan 0123/04 RL 2nd Staff comments sent to applicant 226/04. Westyn Bay lGrading Plans 12/11/03 RL 1st Staff comments due 1/02104. Westyn Bay Phase 2 Plat O1/07/04 RL Vacation & Wofford Road VAC-04-04 Abandonment 1 02/18/04 RL I let IStaff comments due 3119/04. 3/42004 8 of 8