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HomeMy WebLinkAbout03-11-2014 Agenda PacketMayor S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) MARCH 11, 2014 CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum C. Election ILCONSENT AGENDA AGENDA Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 A. Minutes of the Planning and Zoning Commission Meeting held February 11, 2014 III. OLD BUSINESS IV. NEW BUSINESS A. Park Place PUD Public Hearing City Planner Rumer 1. Preliminary/Final Subdivision Plan & Preliminary/Final Site Plan V. MISCELLANEOUS A Attorney review of Sunshine Law for Board Members . B. Project Status Report C. March Calendar VI. ADJOURNMENT 7:00 PM NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. City of Ocoee • 150 North Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 905-3167 • www.ocoee.org ITEM NUMBER II. A. MINUTES OF THE PLANNING AND ZONING COMMISSION MEETING HELD ON FEBRUARY 11, 2014 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, FEBRUARY 11, 2014 CALL TO ORDER Chairman Campbell called the meeting to order at 7:01 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Campbell, Vice -Chairman McKey, Members Dillard, Dunn, Keethler, Sills, and West. Also present were City Planner Rumer, Assistant City Attorney Drage and Recording Clerk Turner ABSENT: Member(s): Marcotte (A/E) and de la Portilla (A/E) ELECTION OF CHAIRPERSON AND VICE -CHAIRPERSON Member West, seconded by Member Dunn, nominated Bradley Campbell for chairperson and Rob Mckey for vice -chairperson for a term ending February 2015. Motion carried unanimously. CONSENT AGENDA Minutes of the Planning and Zoning Commission Meeting held on Tuesday, January 14, 2014. Vice -Chairman McKey, seconded by Member Keethler, moved to accept the amended minutes of the January 14, 2014, Planning and Zonin_c Commission meeting. Motion carried unanimously, OLD BUSINESS - none NEW BUSINESS Lake Olympia Square Phase 3 — Conceptual Use Approval in a Special Overlay Area — Public Hearing This item was heard out of agenda order. City Planner Rumer gave a brief presentation with exhibits of the proposed project. It is a conceptual use application solely intended for properties located within special overlay districts. The site is located within the Silver Star Activity Center. The activity center does not contain any development criteria specific to the overlay. Under Article 4, Section 4-6 (A)(4), procedures are set up whereby an applicant may obtain conceptual approval of a use as long as the general impacts are equal or lesser intensity than the uses specifically permitted with the underlying zoning district. Lake Olympia Square is a seven lot commercial subdivision approved for construction in 1994 with Phase 2 being approved in 1996. The subject site is vacant and contains 6.22 Planning and Zoning Commission Meeting February 11, 2014 acres. Currently, there is a Winn Dixie grocery store, restaurants, and out -parcels containing a bank, gas station, daycare, and an oil and lube center. The current zoning designation on the property is C-2, Community Commercial. The existing land use designation for the property is "Commercial", which permits medium and high density residential in a mixed and multi -use development under certain market conditions. The conceptual use is required to provide a bubble concept plan. However, the approval is not tied to the concept plan. The applicant has provided a transitional use analysis and a Multi -family Apartment and Retail Market Analysis in order to make the case for a multi -family use. The applicant is requesting conceptual approval for multi -family dwelling units achieving a medium or high density on the 6.22 acres of vacant land. The applicant is seeking the conceptual use approval in order to be able to market the property as approved for multi- family. The conceptual use requested is for medium and high density with a density of 99 multi -family units. There is a drainage issue in the area, and the retention pond may need to be relocated to the front of the development to mitigate the issue. Mr. Rumer explained that the applicant is not the developer; instead, the applicant is the bank. Member Keethler inquired if the bank has a buyer. Mr. Rumer stated he does not believe that they do. Mr. Rumer discussed the conditions and limitations for the approval (a complete list of the conditions and limitations is available upon request at the City Clerk's Office). The only waiver would be for the site plan to be approved within one year. Chairman Campbell inquired if the buildings would be three -to -four stories high. Mr. Rumer stated the buildings will probably be three stories high. Vice -Chairman McKey inquired if this could be a condominium -type of development? Mr. Rumer explained that this is a possibility. DISCUSSION The public hearing was opened. The applicant's attorney, Jason Searl, Gray Robinson, P.A., approached the podium and offered a brief explanation of the project. Mr. Searl introduced Owen Beitsch with Real Estate Research Consultants, Inc. Mr. Beitsch discussed his findings as provided in the Multi -Family Apartment and Retail Market Analysis and Memorandum. Ua Planning and Zoning Commission Meeting February 11, 2014 Member Keethler addressed the discrepancies he found in Mr. Beitsch's market analysis study; discussion ensued regarding the market analysis. Mr. Beitsch stated he will research the discrepancies with his staff and will provide answers to City staff. Member Keethler inquired how Mr. Beitsch determined the focus area of the study. Mr. Beitsch responded that the boundaries of the local area were determined based on rent structure, age of the property, roads that facilitate access to jobs, etc. Member Keethler expressed his displeasure with the arbitrary method the boundaries were considered. Discussion ensued regarding the market for the proposed development. Vice -Chairman McKey asked if income levels were criteria for the proposed apartments to be viable. Mr. Beitsch responded that income levels were not used to determine viability of the project. The vice-chairman asked if they considered the development of a town center, with commercial on the first floor and residential on the second and third floors. Mr. Beitsch stated that they did not, and the study would have to be more specific. The chairman opined that a town center -type of development would be more in line with the City's Activity Centers. Mr. Searl stated he does not feel that a town center development would succeed in such a small area. John Reich, Reich Properties, approached the podium and gave a brief history of the Lake Olympia Square property. The Winn Dixie shopping center is approximately 20 years old, and the proposed project site remained vacant for more than 20 years without development. He continued by saying that he has been involved with the project for approximately five years. The initial focus was for commercial uses; however, those efforts failed. Therefore, they have a new focus on a multi -family use. The following residents spoke in opposition of the Lake Olympia Square Phase 3 project: • Andrew Sechler, 1336 Hawthorne Cove Drive • Estelle Tyson, 206 Olympus Drive • Joseph Gaillot, 1505 Acropolis Circle Consensus from the residents was that this project is not a good transition between single- family homes and commercial. The development will create an unprecedented density, and will cause a decrease in home values. The residents suggested commercial or medical uses as this will provide for a calm solution, versus something out of character for the area. Also mentioned was that the local residents received very little information and notification regarding this development. Mr. Rumer stated that approximately eight months ago, City staff, the district commissioner, and the bank met with local residents to discuss the project. Additionally, 3 Planning and Zoning Commission Meeting February 11, 2014 notices were mailed to local residents, signs were posted in the area, and an advertisement was placed in the newspaper. Chairman Campbell explained to the residents that this is the first step in a very long process. Chairman Campbell read into the record letters of opposition from residents Pat Hall, 207 Olympus Drive, and Leonardo DiGiovanni, 220 Lily Street, San Francisco, CA. City Planner Rumer informed the board that the letters of opposition will carry over to the City Commission meeting as well. Mr. Searl rebutted that the development is stable and will increase surrounding property values, as opposed to commercial uses that may decrease property values. He continued by saying that the development will provide for increased landscaping in the area, and that traffic impacts will be analyzed throughout subsequent processes. Mr. Searl stated the transitional use will act as a bridge between single-family homes and the commercial property. Vice -Chairman McKey inquired the square footage of the rental units. Mr. Searl answered that it is currently only a concept plan, and they are not that far in the process to determine the square footage of the apartments. The vice-chairman asked the applicant to consider a town center -type of development with small specialty stores on the first floor. Member Keethler asked the applicant if they ever considered developing the property with single-family homes. Mr. Searl stated that this option was not considered. Member Keethler inquired how much marketing was conducted for alternative uses with the property, such as an assisted living facility. Mr. Reich responded that these options would not work for the bank, because of how much they have invested in the land. The public hearing was closed. Member Sills commented that the bank may be over -extended in the land and that may be why it has not been developed. He continued by saying he believes this property should stay commercial, and is not in favor of the conceptual use as presented. Member West commented that if he was a homeowner in the local area, he would not want this development; however, he has mixed emotions regarding the project. Member Dunn commented that there is an assisted living facility in the local area. Member Dillard commented that he is not excited about the idea of a high density development on this site; however, he does not necessarily want to "close the door" on this project as concept plans do change. 4 Planning and Zoning Commission Meeting February 11, 2014 Member Keethler commented that the reports presented by the applicant have many discrepancies, and that he would not consider the proposed development to be transitional. Vice -Chairman McKey commented that a development should blend in with the local area, and does not feel as though this project will do just that. He continued by saying that a town center project would be best for that area. Chairman Campbell commented that it is a balance between financial feasibility and what is best for the community. He continued by saying he does not support the development of multi -family project as it is not the best fit for that area, but would consider townhomes. Member Keethler moved that the Planning and Zoning Commission, actin_g as the Local Planning Agency, recommend to the Ocoee City Commission against approval of the conceptual use for the multi -family residential in Phase 3 of Lake Olympia Square. Assistant City Attorney Drage explained that generally motions are preferred in the positive, as this reduces confusion during the vote. Chairman Campbell inquired if anyone would like to make a motion for approval of the project. Assistant City Attorney Drage asked board members to keep in mind that if they make a motion to approve the project, they are not obligated to vote in support of the motion they made. However, if the board wishes to keep their motion to recommend against the project, the vote should be "yes" in order to deny approval. Member Keethler, seconded by Member Sills, moved that the Planning and Zonin_g Commission, acting as the Local Plannin_g A_gency, recommend to the Ocoee City Commission against approval of the conceptual use for the multi -family residential in Phase 3 of Lake Olympia Square. Motion carried unanimously. City Planner Rumer informed the board and residents that the Lake Olympia Square Phase 3 Conceptual Use project will go before the City Commission on March 4, 2014. Casa Mirella at Belmere PD — Substantial Change to PUD/Land Use Plan Amendment — Public Hearing This item was heard out of agenda order. City Planner Rumer gave a brief presentation with exhibits of the proposed project. The subject property is Lot 3 of Casa Mirella and is located on the west side of Maguire Road and south of Roberson Road. The parcel of land is approximately 2.72 acres, and has a Planning and Zoning Commission Meeting February 11, 2014 Planned Unit Development (PUD) zoning designation within Belmere PD. This lot has been set aside for 85 Adult Living Facility (ALF) units. The applicant is proposing to covert the 85 ALF units to 12 residential units and add 48 more units to the PUD in order to construct 60 multi -family units. The Belmere PD was originally approved by the Orange County Board of County Commissioners on May 21, 1985. The northern portion of the PD was set aside as Tract G, which consisted of 177 acres. In 1995, the PD Land Use Plan was amended to permit 708 dwelling units in Tract G. A subsequent amendment in 1999 carved out Tract H from Tract G. Tract H is the property that is now owned by the Unicorp entities. The 1999 LUP delineates Tract H as (1) commercial totaling 42,960 square feet and 5 acres maximum (2) multi -family totaling 180 units and (3) Adult Care Living Facility (ACLF) or Adult Living Facility (ALF) totaling 130 units. The LUP also explains how the multi -family and ACLF or ALF units can be converted to single-family units. The LUP states that one multi -family unit is to be counted as equal to one single-family unit and seven (7) ACLF or ALF units are to be counted equal to one single-family unit. The property has retained the Orange County Citrus Rural land use designation. Mr. Rumer explained that the Belmere subdivision (Orange County) is to the west of this development. The multi -family development is gated on two sides. The applicant has applied for a Capacity Enhancement Agreement with Orange County Public Schools (OCPS); an agreement is required before the amendment to the PUD as the change will cause an increase in residential density. The applicant is scheduled to meet with OCPS on February 12, 2014. Mr. Rumer continued by saying that the proposed PUD accesses Roberson Road, with no access to the entrance way from Maguire Road. The PUD will require a modification to the stormwater pond. This modification will go through a site -plan review, and the amendment will also go to the St. Johns River Water Management District for approval. Additionally, there is a proposal for a dog park, which will receive an additional buffer. Mr. Rumer continued by saying that the 18th Amendment to Ocoee -Orange County Joint Planning Area Agreement (JPA) for the increased density will be brought forward to the upcoming commission meeting for approval. The DRC met on February 5, 2014, and voted unanimously to recommend approval of the Substantial Amendment to the PUD and PUD Land Use Plan, subject to resolution of outstanding comments. DISCUSSION The public hearing was opened. 6 Planning and Zoning Commission Meeting February 11, 2014 James Johnston, Shutts & Bowen, LLP, attended on behalf of the applicant to support City staff's decision and to answer any questions. Member Keethler asked who the applicant is for this project. Mr. Johnston responded the applicant is Unicorp entities. Member Keethler asked if the project will include pedestrian gates. Mr. Johnston explained that it can be attempted. City Planner Rumer informed the board that there are existing pedestrian gates with access from Maguire Road. Applicant Arthur Wellington, Unicorp Development, approached the podium and explained that there are pedestrian gates by the pond and by the club house. Chairman Campbell inquired if the residents of the apartments in the back of the development have to drive around the entire development in order to exit. Mr. Johnston confirmed. The chairman expressed his displeasure with this. Mr. Johnston explained that there are two gated access points into the subdivision; one from Maguire Road and one from Roberson Road. Board discussion ensued regarding the ingress/egress of the development. City Planner Rumer suggested that a crash gate may help. Mr. Johnston stated he will continue to work with City staff to resolve any issues. The public hearing was closed. Member West, seconded by Member Sills, moved that the Plannin_n and Zonin_g Commission, actin_a as the Local Plannin_g Agency, recommend to the Ocoee City Commission approval of a substantial amendment to the Belmere PUD and an amendment to the Belmere PUD Land Use Plan (Proiect No. RZ-13-12-12), subiect to resolution of the outstandin_g comments. Chairman Campbell recommended that staff work with the applicant to resolve accessibility issues. After board discussion, motion carried unanimously, City of Ocoee resident, Mike Levangie, 3419 Kenthsire Boulevard, requested to speak regarding the Casa Mirella at Belmere PD item. Chairman Campbell explained that the public hearing was closed, but would allow him to speak. Member West inquired if this could be done as motion and vote have since carried. Assistant City Attorney Drage explained that in order to reopen the public hearing, the board would need to 1) move to reopen the public hearing, and 2) move that the passed motion for approval be reconsidered. Member West was not in favor of reopening the public hearing. However, he did indicate that he would not mind if Mr. Levangie wanted to 7 Planning and Zoning Commission Meeting February 11, 2014 simply address the board. Mrs. Drage explained that the public will also have an opportunity to comment at the City Commission public hearing as well. Chairman Campbell stated he will not reopen the public hearing, but will offer Mr. Levangie the opportunity to speak. Mr. Levangie stated he is a Windsor Landing HOA member and would like to offer public comments regarding this item. He continued by saying that his subdivision is opposed to the increase in density this amendment will cause. He also stated that the residents are not in favor of the encroachment on the waterway and the reduction of the greenway buffer. A three story building would reduce homeowner privacy, and additional buffers should be added to mitigate the issue. Chairman Campbell apologized for the confusion and informed Mr. Levangie that he will have an opportunity to speak at the City Commission meeting. MISCELLANEOUS Project Status Report City Planner Rumer updated the board with the following information: • The plaque dedication ceremony was recently held for the Community Center; a date has not been set for the grand opening. • Oakland Avenue has been repaved. • Wendy's Restaurant held its grand opening a couple of weeks ago. • The City is coming up with criteria and guidelines for reports or market analyses submitted by applicants. ADJOURNMENT The meeting adjourned at 8:47 p.m. ATTEST: APPROVED: Diana Turner, Recording Clerk Bradley Campbell, Chairman g ITEM NUMBER IV. A. PUBLIC HEARING PARK PLACE AT MAGUIRE PRELIMINARY/FINAL SUBDIVISION PLAN & PRELIMINARY/FINAL SITE PLAN STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, City Plannern/Ill< DATE: March 11, 2014 SUBJECT: Park Place at Maguire (Park Place PUD) Preliminary/Final Large -Scale Site Plan and Preliminary/Final Subdivision Plan Project # LS-2013-004 Should the Planning and Zoning Commission recommend approval of the Preliminary/Final Large Scale Site Plan and Prelim Inary/Final Subdivision Plan for Park Place at Maguire located in the Park Place PUD? The subject property is located on the northeast corner of Maguire Road and Tomyn Blvd. The parcel is identified as parcel number 29-22-28-8895-01-001. The parcel is 14.11 acres. The Park Place Planned Unit Development (PUD) is comprised of 242 multi -family units and acre commercial outparcel. The subject property consists of a vacant and undeveloped land. The Future Land Use designation for the subject site is "Commercial". The preliminary/final subdivision plan is to create the three lots, Lot 1 will consist of the 242 multifamily units and Lot 2 & Lot 3 are commercial out parcels. The prelim i nary/final site plan is for the construction of Lot 1 (242 multi -family units). 0 Commercial South High Density Residential West Commercial The Planning and Zoning Commission Meeting Date March 11, 2014 Page 2 of 3 DISCUSSION: The Development Review Committee (DRC) met on March 4, 2014, and reviewed the Preliminary/Final Site Plan and Prelim inary/Final Subdivision plan for Park Place at Maguire. There was one technical issue discussed by the City Engineer and Public Works Director in relation to the right turn lane addition on Tomyn Blvd. When the discussion was finished, the Committee voted unanimously to recommend approval of the Preliminary/Final Large -Scale Site Plan and Preliminary/Final Subdivision Plan, subject to the changes discussed at the DRC meeting. Based on the recommendation of the DRC, and review of compliance with the Land Development Code, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Large -Scale Site Plan and Preliminary/Final Subdivision Plan for Park Place at Maguire. The Planning and Zoning Commission Meeting Date March 11, 2014 Page 3 r)f 3 Attachments: Aerial Map Future Land Use Map Color Elevation Preliminary/Final Large -Scale Site Plan and Preliminary/Final Subdivision Plan for Park Place at Maguire Roads Roads Sand r-,csd:- Rcad Under Ccnsvuo`Qn Proposed Ro-nd Rcst Road -cuntv Road 7oi RFr-p ',-tsrs­_e Ram; Rcsd Ra;-,Cad Er,pcsec' sunRa�l Elvck L'ne Lm I n = anai e, s c ant Roar 30undar; Ccurse es s-)d Rivers Su;pfna 6 till. inn: ;°;� ��F;: � ,..�� ■�:;�t�• �,�,�::,::� ,`.a T _L SHEET LIST TABLE Sheet Number Sheet Title Sheet Description p Latest Issue 1 COV-1 2/14/14 2 COA-1 CONDITIONS OF APPROVAL 2/14/14 3 NTS-1 NOTES & SPECIFICATIONS 2/14/14 4 AER-1 AERIAL PLAN 2/14/14 5 SDP-1 SUBDIVISION PLAN 2/14/14 6 MSP-1 MASTER SITE PLAN 2/14/14 7 SMP-1 SIGNING & MARKING PLAN 2/14/14 8 MDP-1 MASTER DRAINAGE PLAN 2/14/14 9 PGD-1 PAVING, GRADING AND DRAINAGE PLAN 2/14/14 10 PGD-2 PAVING, GRADING AND DRAINAGE PLAN 2/14/14 11 DST-1 DRAINAGE STRUCTURE TABLES 2/14/14 12 OTL-2 OFFSITE TURN LANE PLAN 2/14/14 13 MUP-1 MASTER UTILITY PLAN 2/14/14 14 PP-1 SANITARY SEWER PROFILES 2/14/14 15 WD-1 POTABLE WATER DETAILS 2/14/14 16 SD-1 SANITARY SEWER DETAILS 2/14/14 17 TYP-1 TYPICAL SECTIONS 2/14/14 18 PDD-1 PAVING, GRADING AND DRAINAGE DETAILS 2/14/14 19 PPP-1 STORMWATER POLLUTION PREVENTION PLAN 2/14/14 20 PPP-2 STORMWATER POLLUTION PREVENTION PLAN 2/14/14 21 ECD-1 EROSION CONTROL DETAILS 2/14/14 22 LNP-1 LANDSCAPE PLAN 2/14/14 23 LNP-2 LANDSCAPE PLAN 2/14/14 24 LNP-3 LANDSCAPE PLAN 2/14/14 25 LNP-4 LANDSCAPE PLAN 2/14/14 26 LNP-5 LANDSCAPE PLAN 2/14/14 27 LND-1 LANDSCAPE DETAILS 2/14/14 28 HRP-1 HARDSCAPE PLAN 2/14/14 29 HRD-1 HARDSCAPE DETAILS 2/14/14 30 HRD-2 HARDSCAPE DETAILS 2/14/14 31 IRR-1 IRRIGATION PLAN 2/14/14 32 IRR-2 IRRIGATION PLAN 2/14/14 33 IRR-3 IRRIGATION PLAN 2/14/14 34 IRR-4 IRRIGATION PLAN 2/14/14 35 IRR-5 IRRIGATION PLAN 2/14/14 36 IRD-1 IRRIGATION DETAILS 2/14/14 37 IRD-2 IRRIGATION DETAILS 2/14/14 38 IRN-1 IRRIGATION NOTES 2/14/14 REFERENCE DRAWINGS 1 PD MASTER SITE PLAN 2-3 BOUNDARY AND TOPOGRAPHIC SURVEY 4-5 PHOTOMETRIC PLAN AND LIGHTING DETAILS CITY OF OCOEE, i PARK PLACE AT MAGU TOWNSHIP 22S -RANGE 28E- SECTION 29 LOCATION MAP N.T.S. LLC r%IA/AI C 0 PARK PLACE AT MAGUIRE, LLC 6000 METF1OWEST BLVD., SUITE 111 ORLANDO., FLORIDA 32835 PHONE: (407) 253-2001 FAX: (407)'253-2004 CONTACT MARC SKORMAN CIVIL ENGINEER MILLER 1LEGG 631 SOUTH ORLANDO AVENUE, SUITE 200 WINTER PARK, FLORIDA 32789-7122 PHONE: (407) 629-8880 FAX: (407) 629-7883 CONTACT: MARC STEHLI, P.E. GEOTECHNICAL ENGINEER UNIVERSAL ENGINEERING SCIENCES 3532 MAG( 111E BOULEVARD ORLANDO FLORIDA 32811 PHONE: (4()7) 423-0504 FAX: (407) -423-3106 CONTACT: TONY MERHEB, M.S., P.E. APPLICANT PARK PLACE AT MAGUIRE, LLC c/o SKORMAN DEV. CORP. 6000 METROWEST BLVD., SUITE 111 ORLANDO, FLORIDA 32835 PHONE: (407) 253-2001 FAX: (407) 253-2004 CONTACT: MARC SKORMAN SURVEYOR ACCURIGHT SURVEYS 2012 E. ROBINSON STREET ORLANDO, FLORIDA 32803 PHONE: (407) 894-6314 FAX: (407) 897-3777 CONTACT: JAMES BRAY, PSM ARCHITECT FUGLEBERG KOCH 2555 TEMPLE TRAIL WINTER PARK, FLORIDA 32789 PHONE: (407) 629-0595 FAX: (407) 628-1471 CONTACT :BOB KOCH - 4-&, lk MILLER CITY OF IDCOEE 150 N. LAKII:SHORE DRIVE OCOEE, FLORIDA 34761 PHONE: (47) 905-3100 CONTACT:'DAVID WHEELER, P.E. SANITARY SEWER CITY OF OCOEE 150 N. LAKI':SHORE DRIVE OCOEE, FLORIDA 34761 PHONE: (407) 905-3100 CONTACT: iDAVID WHEELER, P.E. ELECTRI%'.'f DUKE ENERGY 425 E. CROWN POINT ROAD WINTER GARDEN, FLORIDA 34787 PHONE: (407) 938-6690 CONTACT: LILLIAN FIGUEROA TELEPHONE UTILITY CENTURY LINK 33 NORTH MAIN STREET WINTER GARDEN, FLORIDA 34787 PHONE: (407) 814-5351 CONTACT: MIKE JERNIGAN GAS COMPANY • • cc �An e LAKE APOPKA NATURAL GAS 1320 S. VINELAND ROAD WINTER GARDEN, FLORIDA 34777 PHONE: (407) 656-2734 Q CONTACT: CABLE COMPANY _ T BRIGHTHOUSE NETWORKS 3767 ALL AMERICAN BOULEVARD ORLANDO, FLORIDA 32810 PHONE: (407) 532-8508 FED 1 4 2014 CONTACT: PJ KING ' N APPROVED : dEFFERY 8. GRANT, P.E. 7 38 FlA. REGISTRA710N N0. _70678 DATE ; SH. OF_ CONDITIONS OF APPROVAL 47. DELETED. •: • 1' PROVED BY THE OCOEE CITY COMMISSION ON APRIL 1 IT OF THE PRELIMINARY/FINAL I■■■■®cla momommie 1. 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 SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 2. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH' TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE. THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 3. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES 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 EXCEPT AS SPECIFIED IN THE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 4. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME OF SITE PLAN REVIEW FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. 5. IN ORDER TO INSURE 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 PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 6. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. 7. 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. 8. WATER LINES WITHIN THE PROJECT SHALL BE OWNED BY THE CITY OF OCOEE AND UTILITY EASEMENTS OVER THESE LINES SHALL BE PROVIDED FOR THE BENEFIT OF THE CITY OF OCOEE. SANITARY SEWER STRUCTURE S-11 AND OUTGOING PIPE SHALL BE OWNED BY THE CITY OF OCOEE AND A UTILITY EASEMENT SHALL BE PROVIDED OVER THIS PIPE AND STRUCTURE FOR THE BENEFIT OF THE CITY OF OCOEE. 9. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION OF RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. SIDEWALKS ABUTTING EACH PLATTED LOT SHALL BE CONSTRUCTED AT THE TIME OF DEVELOPMENT OF THE LOT AND OTHERWISE COMPLY WITH ALL ADA REQUIREMENTS. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE CONSTRUCTED AT THE TIME OF PERMANENT CONSTRUCTION OF ADJACENT COMMON AREAS. THE PROPERTY OWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL. STREETS AND SIDEWALKS IN ACCORDANCE WITH ALL ADA REQUIREMENTS THAT MAY NOW OR HEREINAFTER BE APPLICABLE TO THE PROJECT. 10. ALL COMMON AREA IMPROVEMENTS, INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND SIDEWALKS ALONG ALL ROADS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR THE PHASE OF THE PROJECT IN WHICH SAID COMMON AREA IMPROVEMENTS ARE LOCATED. 11. SUBDIVISION SITE LIGHTING MEETING CURRENT CODE REQUIREMENTS SHALL BE INSTALLED BY THE DEVELOPERS PRIOR TO CERTIFICATE OF COMPLETION. LIGHTING WITHIN COMMON AREAS OF THE SUBDIVISION SHALL BE OWNED AND OPERATED BY THE PROPERTY OWNERS ASSOCIATION. 12. DELETED. 13. ANY DAMAGE CAUSED TO ANY PUBLIC ROADS AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT OR ANY PORTION THEREOF SHALL BE PROMPTLY REPAIRED TO THE APPLICABLE GOVERNMENT STANDARDS AT THE SOLE COST AND EXPENSE OF THE OWNER OF THE PORTION OF THE PROJECT BEING DEVELOPED IN CONNECTION WITH THE CONSTRUCTION ACTIVITIES THAT WERE THE CAUSE OF THE DAMAGE. 14. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED AT THE EARLIER OF THE TIME OF APPROVAL OF THE FIRST SITE PLAN FOR THE PROJECT OR THE TIME OF REPLATING. 15. ALL UTILITIES INCLUDING ELECTRICAL, CABLE, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 16. A DECLARATION OF EASEMENTS AND RESTRICTIONS SHALL BE RECORDED WITH THE FIRST REPLAT OF THE PROPERTY TO ADDRESS THE MAINTENANCE OF ALL COMMON AREAS. NOTWITHSTANDING THE CREATION OF THIS DECLARATION, THE PROPERTY REMAINS SUBJECT TO THE OVERALL DEVELOPMENT PROPERTY OWNERS ASSOCIATION (WESMERE COVE POA). 17. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO, EASEMENTS, DECLARATIONS OF COVENANTS AND RESTRICTIONS SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO THE EARLIER OF THE TIME OF APPROVAL OF THE FIRST SITE PLAN FOR THE PROJECT OR THE TIME OF REPLATTING. 18. THE COMPONENTS OF THE STORMWATER SYSTEM, INCLUDING ALL PIPES INLETS, MANHOLES AND STRUCTURES WILL BE OWNED, OPERATED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION IN ACCORDANCE WITH THAT CERTAIN DECLARATION OF COVENANTS AND RESTRICTIONS FOR WESMERE COVE RECORDED IN OFFICIAL RECORDS BOOK 7669, PAGE 83 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, AS AMENDED FROM TIME TO TIME, 19. DELETED. 20. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 21. ANY EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) AND PROGRESS ENERGY EASEMENTS WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 22. PURSUANT TO ORDINANCE NO. 2001-18, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. 23. DELETED. 24. DELETED. 25. DELETED. 26. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN. 27. THIS PROJECT SHALL BE DEVELOPED IN THREE PHASES, EACH OF WHICH MAY BE DEVELOPED IN ANY ORDER. 28. EACH PHASE SHALL BE DEVELOPED WITH INFRASTRUCTURE (WATER, SEWER, DRAINAGE, PARKING AND INGRESS/EGRESS) SUFFICIENT TO SERVE THAT PHASE OF THE PROJECT. 29. DELETED. 30. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY, THEY WILL BE CONVEYED TO THE CITY AT THE TIME OF REPLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK VINYL CHAIN LINK FENCE WITH POSTS AND RAILS PAINTED BLACK AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE TYPE SHRUBBERY SUCH AS VIBURNUM OR LIGUSTRUM. 91901511 11 32. DELETED. 33. DELETED. 34. DELETED. 35. DELETED. 36. DELETED. 37. IF ANY LOTS/TRACTS ARE SUBDIVIDED AFTER THE INITIAL REPLATTING OF THE SUBDIVISION, A PRELIMINARY SUBDIVISION PLAN AND FINAL SUBDIVISION PLAN WILL BE REQUIRED FOR THE DEVELOPMENT OF EACH SUBDIVIDED LOT/TRACT AND A REPLAT OF THAT LOT OR TRACT WILL BE REQUIRED. 38. DELETED. 39. DELETED. 40. DELETED. 41. DELETED. 42. DELETED. 43. LANDSCAPING IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE WILL BE PROVIDED AROUND THE OFF -SITE LIFT STATION LOCATED ADJACENT TO THE PROPERTY. 44. EXISTING OVERHEAD WIRES ALONG MAGUIRE ROAD FRONTAGE SHALL BE PLACED UNDERGROUND. 45. ALL PIPE SIZES TO BE DETERMINED AT FINAL ENGINEERING. 46. DELETED. 49. DELETED. 50. DELETED. 51. DELETED. 52. DEVELOPMENT OF THE PROJECT SHALL BE REQUIRED TO PROVIDE THE CITY OF OCOEE PAVED, UNGATED ACCESS TO THE LIFT STATION TRACT LOCATED ADJACENT TO THE PROPERTY. 53. THIS PROJECT SHALL COMPLY WITH, ADHERE TO, AND NOT DEVIATE FROM OR OTHERWISE CONFLICT WITH ANY VERBAL OR WRITTEN PROMISE OR REPRESENTATION MADE BY THE OWNER/APPLICATION (OR AUTHORIZED AGENT THEREOF) TO THE CITY COMMISSION AT ANY PUBLIC HEARING WHERE THIS PROJECT WAS CONSIDERED FOR APPROVAL, WHERE SUCH PROMISE OR REPRESENTATION, WHETHER ORAL OR WRITTEN, WAS RELIED UPON BY THE CITY COMMISSION IN APPROVING THE PROJECT, COULD HAVE REASONABLY BEEN EXPECTED TO HAVE BEEN RELIED UPON BY THE CITY COMMISSION IN APPROVING THE PROJECT, OR COULD HAVE REASONABLY INDUCED OR OTHERWISE INFLUENCED THE CITY COMMISSION TO APPROVE THE PROJECT. FOR PURPOSES OF THIS CONDITION OF APPROVAL, A "PROMISE" OR "REPRESENTATION" SHALL BE DEEMED TO HAVE BEEN MADE TO THE CITY COMMISSION BY THE OWNER/APPLICANT (OR AUTHORIZED AGENT THEREOF) IF IT WAS EXPRESSLY MADE TO THE CITY COMMISSION AT A PUBLIC HEARING WHERE THE PROJECT WAS CONSIDERED FOR APPROVAL, 54. DELETED. 55. DELETED. 56.AN EMERGENCY ACCESS EASEMENT TO AND OVER ALL DRAINAGE EASEMENTS SHOWN HEREON SHALL BE DEDICATED TO THE CITY FOR EMERGENCY MAINTENANCE PURPOSES AT THE TIME OF REPLATTING. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OR LIABILITY UPON THE CITY, TO ENTER UPON ANY PROPERTY IT DOES NOT OWN OR TAKE ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM ON THE PROPERTY. 57. A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS AND PAVED AREAS SHALL BE GRANTED IN FAVOR OF THE CITY AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE, AND OTHER EMERGENCY SERVICES. 58. DELETED. 59. DELETED. 60. DELETED. 61. ALL FINISHED FLOOR ELEVATIONS WILL BE A MINIMUM OF 2-FEET ABOVE THE 100 YEAR STORM ELEVATION AS ESTABLISHED BY THE DEVELOPMENT'S STORMWATER SYSTEM DESIGN AND/OR ADJACENT WATER BODY AS IDENTIFIED ION THE CURRENT FEMA FIRM PANEL. 62. THE PROPERTY SHALL NOT BE SUBDIVIDED OR OTHERWISE CONVEYED IN LESSER CONSTITUENT PARTS PRIOR TO THE APPROVAL OF A FINAL SUBDIVISION PLAN AND SUBSEQUENT REPLATTING OF THE PROPERTY IN ACCORDANCE WITH THE SAME. 63. TO THE EXTENT THE LAND USE PLAN AND THESE CONDITIONS OF APPROVAL CONFLICT WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE, THE PROVISIONS OF THE LAND USE PLAN AND THESE CONDITIONS OF APPROVAL SHALL CONTROL. 64. THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION WITHIN THE CONSERVATION AREAS INSIDE THE 100-YEAR FLOOD ELEVATION. THOSE AREAS ARE TO BE FENCED OFF DURING CONSTRUCTION AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBLE DISTURBANCE IN THOSE AREAS DURING CONSTRUCTION. 65. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE LAND USE PLAN. 66. NO DEVELOPMENT RIGHTS ARE GRANTED BY THIS LAND USE PLAN WITH RESPECT TO LOTS 1, 2 AND 3. THESE LOTS MUST SUBMIT A SEPARATE FINAL SUBDIVISION PLAN AND/OR PRELIMINARY SITE PLAN, AS APPLICABLE. BUILDING PADS, PARKING AREAS, SIDEWALKS AND IMPROVEMENTS SHOWN HEREON ARE INCLUDED FOR CONCEPTUAL PURPOSES ONLY. THE ACTUAL SIZE, SHAPE, CONFIGURATION AND LOCATION OF THE BUILDINGS AND IMPROVEMENTS MAY CHANGE WITH THE SUBSEQUENT SUBMITTALS OF THE SUBDIVISION/SITE PLANS. SIMILARLY, THE BOUNDARY LINE SHOWN BETWEEN LOTS 2 AND 3 IS CONCEPTUAL ONLY AND SUBJECT TO CHANGE WITH THE APPROVAL OF THE SUBSEQUENT SUBDIVISION PLAN. CHANGES CONSISTENT WITH THIS CONDITION OF APPROVAL SHALL NOT REQUIRE AN AMENDMENT TO THIS LAND USE PLAN. 67.THE OCOEE COMPREHENSIVE PLAN FUTURE LAND USE ELEMENT CONTEMPLATES CERTAIN FORMS OF HIGH AND MEDIUM DENSITY RESIDENTIAL HOUSING TO BE PERMITTED IN COMMERCIAL LAND USE AREAS WHEN ECONOMIC CONDITIONS DICTATE A LOWER INTENSITY USE AND WHEN THE DEVELOPMENT IS COMPATIBLE AND INTEGRATED INTO THE SURROUNDING URBAN FRAMEWORK. THE PROJECT SHOWN ON THIS LAND USE PLAN MEETS THE CRITERIA DUE TO THE NOVEL MIXED COMMERCIAL AND RESIDENTIAL -TYPE DEVELOPMENT PROPOSED. THE PROJECT AIMS TO PROVIDE DESIGNATED, FUNCTIONAL COMMERCIAL LOTS ALONG A MAJOR THOROUGHFARE WHILE MEETING THE NEED FOR HIGH -END RENTAL RESIDENCES IN THE CITY. HIGH -END RESIDENCES ARE CURRENTLY IN SHORT SUPPLY AND IN HIGH DEMAND, ESPECIALLY NEAR ORLANDO HEALTH'S PRESENTLY EXPANDING HEALTH CENTRAL HOSPITAL CAMPUS. 68. NOTWITHSTANDING DELAYS DUE TO CIRCUMSTANCES OUTSIDE OF THE DEVELOPER'S CONTROL, INCLUDING BUT NOT LIMITED TO A BUILDING MORATORIUM, NATURAL DISASTER OR TERRORIST ACT IMPACTING THE AVAILABILITY OF FUEL OR BUILDING SUPPLIES, ECONOMIC CRISIS RENDERING THE OBTAINMENT OF CONSTRUCTION LENDING TO BE AN IMPOSSIBILITY OR EXTREME HARDSHIP, THE DEVELOPER SHALL MAKE AN APPLICATION FOR THE FIRST BUILDING PERMIT FOR THE RESIDENTIAL PORTION OF THE SITE NOT LATER THAN EIGHTEEN (18) MONTHS AFTER THE DATE OF APPROVAL OF THIS LAND USE PLAN. IN THE EVENT THE DEVELOPER IS UNABLE TO MEET THE DEADLINE IMPOSED BY THIS CONDITION, THE DEVELOPER MAY SUBMIT TO THE CITY AN UPDATED MARKET STUDY SHOWING CONTINUING FAVORABLE CONDITIONS FOR MULTIFAMILY HOUSING DEVELOPMENT, WHEREUPON THE CITY COMMISSION MAY EXTEND THE TIME FOR DEVELOPER TO MAKE APPLICATION FOR THE FIRST BUILDING PERMIT FOR THE RESIDENTIAL PORTION OF THE SITE FOR AN ADDITIONAL EIGHTEEN (18) MONTHS.' IN THE EVENT THE CITY COMMISSION DOES NOT DESIRE TO EXTEND THE TIME PERIOD, AFTER NOTICE AND A PUBLIC HEARING, THE CITY COMMISSION MAY TERMINATE THE LAND USE PLAN AND CAUSE THAT THE ZONING FOR THE PROPERTY REVERT BACK TO OCOEE GENERAL COMMERCIAL (C-3) DISTRICT. 69. THE OCOEE LAND DEVELOPMENT CODE ALLOWS DENSITY WITHIN DEFINED DEVELOPMENT PROJECT TO BE COMPUTED BY ALLOWING CLUSTERING IN CERTAIN AREAS, WHICH CLUSTERS MAY BE OF GREATER DENSITY THAN OTHERWISE ALLOWABLE WITHIN THE LAND USE DESIGNATIONS AS LONG AS THE TOTAL PROJECT DOES NOT EXCEED THE MAXIMUM DENSITY AS DESIGNATED ON THE FUTURE LAND USE MAP. THE CITY HAS DETERMINED THAT THE USE OF THE PROPERTY FOR 242 MULTI -FAMILY DWELLING UNITS AND 25,000 SQUARE FEET OF RETAIL/COMMERCIAL USES WITHIN THE PROPOSED COMMERCIAL LOTS DOES NOT EXCEED THE MAXIMUM DENSITY FOR THE PROPERTY OF 3.0 FAR AS SHOWN ON THE FUTURE LAND USE MAP.. OWNER AGREES THAT THE PROJECT SHALL BE DEVELOPED SO AS NOT TO EXCEED THESE SPECIFIED DENSITIES. 70. THE DEVELOPER SHALL PROVIDE THE FOLLOWING NOISE ABATEMENT FEATURES: 70.A. CONSTRUCTION OF A LANDSCAPED BERM (BARRIER) BETWEEN THE TURNPIKE ROADWAY AND THE EXTERIOR PUBLIC USE AREAS; 70.B. INSTALLATION OF NOISE INSULATION WITH SOUND ABSORBING MATERIALS IN THE BUILDING WALLS ADJACENT TO THE TURNPIKE ROADWAY; 70.C. INSTALLATION OF DOUBLE PANED (GLAZED) WINDOWS IN BUILDING ADJACENT TO AND FACING THE TURNPIKE ROADWAY; 70.D. INSTALLATION OF THICK VEGETATION AND LANDSCAPING WHERE POSSIBLE TO SHIELD PUBLIC AREAS FROM THE TURNPIKE ROADWAY; 70.E. DESIGN OF THE PROJECT SUCH THAT A MINIMUM SEVENTY FIVE (75) FOOT BUFFER ZONE EXISTS BETWEEN THE TURNPIKE ROADWAY AND THE CLOSEST BUILDINGS; 70.F. DESIGN OF THE PROJECT WITH THE MAJORITY OF THE PARKING AREAS TO THE OUTSIDE OF THE BUILDINGS (BETWEEN THE BUILDINGS AND THE TURNPIKE ROADWAY AND PROJECT BOUNDARIES). 71. IN THE EVENT NOISE COMPLAINTS RELATING TO THE PROPERTY'S PROXIMITY TO THE TURNPIKE ROADWAY ARISE FROM PROJECT RESIDENTS, IT IS UNDERSTOOD, ACKNOWLEDGED AND AGREED THAT THE CITY SHALL NO RESPONSIBILITY FOR RESOLVING THOSE ISSUES AND/OR FOR PROVIDING ADDITIONAL NOISE ABATEMENT FEATURES. RESPONSIBILITY FOR THOSE MATTERS SHALL REMAIN WITH THE DEVELOPER. EXISTING WAIVERS (PRE SUBDIVISION_ AND PREL OR LAKE BUTLER PROFESSIONAL CAMPUS WAVIER REQUEST NO. CODE SECTION CODE REQUIREMENTS PROPOSED STANDARDS JUSTIFICATION REDUCE THE LANDSCAPE BUFFER 6-14.C.2.b.i A LANDSCAPE BUFFER 25 FEET IN WIDTH WIDTH ALONG MAGUIRE FROM 25' TO 15' A RIGHT TURN LANE SHALL BE PROVIDED WHICH ENCROACHES INTO THE PLANTABLE AREA OF THE 1' (180.6.92) IS REQUIRED ALONG PRIMARY ROADS FOR A LENGTH OF 192' FROM THE BUFFER. IN ADDITION, DEVELOPMENT WILL INCLUDE UPGRADED LANDSCAPING STANDARDS ACCEPTABLE SOUTHERLY BOUNDARY OF THE TO THE CITY. MAGUIRE ROAD ACCESS POINT REDUCE THE LANDSCAPE BUFFER 6-14.C.2.b.i A LANDSCAPE BUFFER 25 FEET IN WII)TH WIDTH ALONG TOMYN FROM 25' TO 15' A RIGHT TURN LANE SHALL BE PROVIDED WHICH ENCROACHES INTO THE PLANTABLE AREA OF THE 2' (180.6.92) IS REQUIRED ALONG PRIMARY ROAD: FOR A LENGTH OF 245' FROM THE BUFFER. IN ADDITION, DEVELOPMENT WILL INCLUDE UPGRADED LANDSCAPING STANDARDS ACCEPTABLE EASTERN BOUNDARY OF THE MAGUIRE TO THE CITY. ROAD INTERSECTION ADDITIONAL WAIVERS WAVIER REQUEST NO. CODE SECTION CODE REQUIREMENTS PROPOSED STANDARDS JUSTIFICATION A MIN. 10' WIDE OPEN AREA SHALL BE 3. 6-15 G REQUIRED AROUND ALL BUILDINGS T .) SEPARATE STRUCTURES FROM PARKING REDUCE THE MIN. REQUIRED OPEN PROVISION OF PEDESTRIAN -FRIENDLY WALKWAYS TO THE INTERIOR OF THE PROJECT. ENHANCED UNIT AREAS AND TO ACCOMMODATE SPACE TO 5' WIDE (LOT 1 ONLY) PRIVACY BY THE DIVERSION OF PEDESTRIAN TRAFFIC AWAY FROM FRONT WINDOWS. LANDSCAPING 4. 6-4 G.1 (b) PROVIDE 2.25 PARKING SPACES PER REDUCE PARKING SPACE REQUIREMENTTO 2.15 SPACES PER DWELLING UNIT TO PROVISION OF ADDITIONAL LANDSCAPING AND GREEN SPACE WITH FLEXIBILITY TO ADD IN ADDITIONAL DWELLING UNIT (LOT 1 ONLY). PARKING UP TO CODE REQUIRED LEVELS IF OCCUPANCY DICTATES. APPROVED : JE7ERY 70678 8. GRANT, PE FLA. REGISTRATION NO DATE IINI�II-I k90 N m � N 00 T QM rn o��o C I10 N p U rn a La� L7 pD-o 1= C � as 00 2 N O 3E) (O a� � 0 Maic11�t� LL Ruffom -a a� U CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBG BW MDS DES. DWN. I CHK. PROJECT / FILE NO. 12- 00131 DRAHWNG NO. COA-1 DATE DRAWN: 1 O 2/14/14 s,.G 38 , I. GENERAL NOTES A. THESE GENERAL NOTES APPLY TO ALL WORK IN THIS SET OF DRAWINGS. B. IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL PERMIT CONDITIONS. C. FLORIDA LAW (F.S. 553.851) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINES IN THE AREA OF PROPOSED EXCAVATION." THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATION EXCLUDING HOLIDAYS, SATURDAYS OR SUNDAYS. D. CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS, INCLUDING BUT NOT LIMITED TO, WATER, SANITARY SEWER, POWER, NATURAL GAS, TELEPHONE AND CABLE TV COMPANIES. SUNSHINE STATE ONE CALL OF FLORIDA, INC.: CALL TWO FULL BUSINESS DAYS (BUT NOT MORE THAN FIVE) BEFORE TO FIND OUT WHERE BURIED FACILITIES (ELECTRICAL, GAS, TELEPHONE, CABLE, WATER) ARE LOCATED, E. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO TAKE THE NECESSARY PRECAUTIONS TO ENSURE PROPER SAFETY AND WORKMANSHIP WHEN WORKING IN THE VICINITY OF EXISTING UTILITY LINES. F. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE APPROPRIATE UTILITY COMPANY AND / OR THE APPROPRIATE POWER CORPORATION ON ANY WORK IN THE VICINITY OF OVERHEAD OR UNDER -GROUND POWER LINES. G. CONTRACTOR SHALL VERIFY PROPER CLEARANCE BELOW EXISTING OVERHEAD POWER LINES PRIOR TO WORKING WITHIN THE VICINITY OF THE POWER LINES. H. ALL INSPECTIONS WILL BE MADE BY THE RESPECTIVE GOVERNING AGENCY. THE ENGINEER OF RECORD WILL PROVIDE CONSTRUCTION OBSERVATION SERVICE. I. ALL RECOMMENDATIONS AND REQUIREMENTS OF THE INSPECTION PERSONNEL OTHER THAN THE OWNER'S SHALL BE REPORTED TO THE ENGINEER PRIOR TO IMPLEMENTATION. COMPENSATION WILL NOT BE ALLOWED FOR WORK WHICH IS NOT AUTHORIZED BY THE ENGINEER OR OWNER. J. ALL WORK SHALL BE OPEN AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE CITY, OWNER, INVOLVED UTILITY COMPANIES, PROJECT ENGINEER, AND REGULATORY AGENCIES. K. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND THE OWNER IN WRITING. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO DIFFERING SITE CONDITIONS WILL BE ALLOWED IF THE CONTRACTOR FAILS TO PROVIDE THE REQUIRED WRITTEN NOTIFICATION OF SUCH CONDITIONS FOR REVIEW BY THE ENGINEER AND THE OWNER. L. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS PRIOR TO CONSTRUCTION IN THE AREA OF CONFLICT. M. NO EXISTING MATERIAL SHALL BE USED IN NEW CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAWING APPROVAL PROCESS. N. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, AND FDOT ROADWAY TRAFFIC DESIGN STANDARDS, LATEST EDITION. ALL FDOT INDEXES USED ARE REFERENCED HEREIN. CONTRACTOR IS RESPONSIBLE FOR OBTAINING COMPLETE COPIES OF THE LATEST EDITION OF FDOT STANDARD INDEXES AND SPECIFICATIONS. 0. CONTRACTOR SHALL PROTECT ADJACENT WATER BODIES, WETLANDS AND PROPERTIES FROM DAMAGE BY SEDIMENTATION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. P. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, WHETHER SHOWN ON THE PLAN OR DESIGNATED IN THE FIELD. Q. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPER TRAFFIC MAINTENANCE AND CONTROLS IN ACCORDANCE WITH REGULATORY STANDARDS. WHERE A TRAFFIC MAINTENANCE PLAN IS REQUIRED, THE CONTRACTOR SHALL PREPARE AND SUBMIT THE PLAN FOR APPROVAL TO ALL APPLICABLE REGULATORY AGENCIES. R. CONTRACTOR SHALL VERIFY THE ACCURACY OF THE BUILDING GEOMETRY SHOWN IN THE FINAL ARCHITECTURAL DRAWINGS PRIOR TO STAKE -OUT, AND SHALL NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY DIFFERENCES. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY TESTING TO ASSURE THAT THE PROPER COMPACTION HAS BEEN ACHIEVED ON THE SUBGRADE, BASE MATERIAL, PIPE BASE MATERIAL AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH TESTING AND RETESTING THE AREAS AND SHALL PROVIDE THE OWNER AND THE ENGINEER COPIES OF ALL TEST RESULTS. ALL REPORTS ARE TO BE SIGNED AND SEALED BY A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF FLORIDA. II. PRECONSTRUCTION RESPONSIBILITIES A. UPON RECEIPT OF NOTICE OF AWARD, THE CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES, ALL AFFECTED UTILITY OWNERS, THE OWNER, THE ENGINEER AND ITSELF. B. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A CONSTRUCTION SCHEDULE DEPICTING EACH PHASE OF THE WORK. C. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATION, ELEVATION, AND MATERIAL OF ALL EXISTING UTILITIES WITHIN THE AREA OF CONSTRUCTION. D. EXISTING UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF EXISTING UTILITIES SHOWN OR FOR ANY EXISTING UTILITIES NOT SHOWN, E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES FOR WHICH IT FAILS TO REQUEST LOCATIONS FROM THE UTILITY OWNER. THE CONTRACTOR IS RESPONSIBLE AS WELL FOR DAMAGE TO ANY EXISTING UTILITIES WHICH ARE PROPERLY LOCATED. F. IF UPON EXCAVATION, AN EXISTING UTILITY IS FOUND TO BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION OR TO BE OF A SIZE OR MATERIAL DIFFERENT FROM THAT SHOWN ON THE PLANS; THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. G. THE LOCATIONS OF EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY, PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAKE ARRANGEMENTS FOR THE FIELD LOCATIONS AND FOR ANY RELOCATION'S OF THE VARIOUS EXISTING UTILITIES WITH THE UTILITY OWNERS, WHICH SHALL BE DONE IN A TIMELY MANNER TO MINIMIZE IMPACT ON CONSTRUCTION SCHEDULE. ANY DELAY CAUSED BY THE CONTRACTOR BY THE RELOCATION OF UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. III. PROJECT CLOSEOUT A. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER. UPON FINAL CLEAN UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN. B. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED BY THE ENGINEER, THE CITY OR THE GOVERNING AGENCY, ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY ITS WORK, EQUIPMENT, EMPLOYEES OR THOSE OF ITS SUBCONTRACTORS TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. TO THIS END, THE CONTRACTOR SHALL DO ALL NECESSARY HIGHWAY OR DRIVEWAY, WALK AND LANDSCAPING WORK. SUITABLE MATERIALS AND METHODS SHALL BE USED FOR SUCH RESTORATION. C. WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION. D. THE CONTRACTOR SHALL MAINTAIN ACCURATE AND COMPLETE RECORDS OF WORK ITEMS COMPLETED. E. ALL REQUIRED TESTING RESULTS PROVIDED TO THE ENGINEER. F. ALL REQUIRED AS -BUILT INFORMATION PROVIDED TO THE ENGINEER. IV. REQUIRED AS -BUILT INFORMATION A. CONTRACTOR SHALL PROVIDE ENGINEER WITH AS -BUILT DRAWING DOCUMENTATION CERTIFIED BY A REGISTERED FLORIDA LAND SURVEYOR. THE INFORMATION CONTAINED IN THE AS -BUILT DRAWINGS SHALL BE CONSISTENT WITH ARTICLE 3, SECTION 3.01.05 OF THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL. V. SHOP DRAWINGS AND SUBMITTALS A. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, 7 SETS OF SHOP DRAWINGS AND CATALOGUE LITERATURE SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER OF RECORD FOR SANITARY SEWER, POTABLE WATER AND STORM SEWER FACILITIES. B. INDIVIDUAL SHOP DRAWINGS FOR ALL PRECAST STRUCTURES ARE REQUIRED. CATALOGUE LITERATURE WILL NOT BE ACCEPTED FOR PRECAST STRUCTURES. C. PRIOR TO SUBMITTING SHOP DRAWINGS TO THE ENGINEER, THE CONTRACTOR SHALL REVIEW AND APPROVE THE DRAWINGS, AND SHALL NOTE IN RED ANY DEVIATIONS FROM THE ENGINEER'S PLANS OR SPECIFICATIONS. SIX (6) SETS OF APPROVED SHOP DRAWINGS SHALL BE RETURNED TO THE CONTRACTOR FOR DISSEMINATION TO OWNER, UTILITY, LOCAL JURISDICTIONAL AGENCIES, ETC. D. THE CONTRACTOR SHALL CONFIRM COMPATIBILITY OF PIPE SLOPES AND INVERTS DURING SHOP DRAWING AND MATERIALS ORDERING PHASE OF THE PROJECT AND ADVISE THE ENGINEER OF ANY DISCREPANCIES. VI. CONSTRUCTION SAFETY A. ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER, SPECIFICALLY, THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL BE STRICTLY OBSERVED. VII. TRENCH SAFETY ACT A. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH THE STATE OF FLORIDA TRENCH SAFETY ACT. B. WHERE EXCAVATIONS TO A DEPTH IN EXCESS OF FIVE FEET (5 FEET) ARE REQUIRED, THE CONTRACTOR SHALL INCLUDE THE FOLLOWING INFORMATION IN THE BID: 1. A REFERENCE TO THE TRENCH SAFETY STANDARDS THAT WILL BE IN EFFECT DURING THE PERIOD OF CONSTRUCTION OF THE PROJECT. 2. WRITTEN ASSURANCES BY THE CONTRACTOR PERFORMING THE TRENCH EXCAVATION THAT SUCH CONTRACTOR WILL COMPLY WITH THE APPLICABLE TRENCH SAFETY STANDARDS. 3. A SEPARATE ITEM IDENTIFYING THE COST OF COMPLIANCE WITH THE APPLICABLE TRENCH SAFETY STANDARDS. C. WHEN A BID IS NOT SUBMITTED, THE CONTRACTOR SHALL SUBMIT THE INFORMATION LISTED IN ITEM 'B' TO THE ENGINEER PRIOR TO STARTING WORK. VIII. SURVEY DATA A. ALL ELEVATIONS ON THE PLANS OR REFERENCED IN THE SPECIFICATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD). B. THE CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO SURVEY MARKERS DURING CONSTRUCTION. ANY SURVEY MARKERS DAMAGED DURING CONSTRUCTION WILL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. C. THE PROPOSED PLAT WAS PROVIDED BY A FLORIDA REGISTERED SURVEYOR. D. BENCHMARK LOCATION AND ELEVATION ARE AS REPRESENTED BY SURVEYOR AT THE TIME OF SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT TIME OF CONSTRUCTION. IX. TEMPORARY FACILITIES A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES AND ELECTRICITY TO ITS EMPLOYEES AND SUBCONTRACTORS FOR THEIR USE DURING CONSTRUCTION, B. MAINTENANCE OF TRAFFIC IN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE MUTCD AND FDOT. C. ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. D. NO TRENCHES OR HOLES NEAR WALKWAYS OR IN ROADWAYS OR THEIR SHOULDERS ARE TO BE LEFT OPEN DURING NIGHTTIME HOURS WITHOUT EXPRESS PERMISSION OF THE CITY OR RESPECTIVE GOVERNING AGENCY. X. INTERRUPTION OF EXISTING UTILITIES A. ANY CONSTRUCTION WORK THAT REQUIRES INTERRUPTION OF SERVICE TO ANY CUSTOMER SHALL BE DONE SO WITH A MINIMUM OF SEVENTY-TWO (72) HOUR NOTICE TO, AND WRITTEN APPROVAL BY, THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE LOCAL JURISDICTIONAL AGENCIES AND OTHER GOVERNING AGENCIES, AND OTHER AFFECTED UTILITIES PRIOR TO SCHEDULING THE SHUT DOWN TO ASSESS THE SCOPE OF WORK. ALL SYSTEM SHUT DOWNS SHALL BE SCHEDULED BY THE CONTRACTOR AT SUCH TIME THAT SYSTEM DEMAND IS LOW. THIS GENERALLY REQUIRES NIGHT TIME WORK BY THE CONTRACTOR AND REQUIRES FULL TIME INSPECTION BY A REPRESENTATIVE OF THE UTILITY. ALL COST FOR OVERTIME WORK BY THE REPRESENTATIVE OF THE UTILITY SHALL BE BORNE BY THE CONTRACTOR, EACH CUSTOMER AFFECTED BY THE SHUT DOWN SHALL BE PROVIDED, MINIMUM, FORTY-EIGHT (48) HOURS WRITTEN NOTIFICATION BY THE CONTRACTOR. XI. EARTHWORK A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE CONDITIONS OF SOIL DURING THE BID PREPARATION TO DETERMINE IF ANY OFF -SITE MATERIALS WILL NEED TO BE IMPORTED TO ACHIEVE THE GRADES SPECIFIED ON THE PLANS. B. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE, THE LIMIT AND DEPTH OF EXPECTED ORGANIC MATERIAL, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFF SITE AND MATERIALS TO BE DISPOSED OF OFF SITE. ANY DELAY, INCONVENIENCE OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL AND THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST, FROM OFF SITE TO MEET THE REQUIREMENTS FOR COMPACTION AND PROPER FILL. C. CLEAR AREAS INDICATED SHALL BE COMPLETELY CLEAR OF ALL TIMBER, BRUSH, STUMPS, ROOTS, GRASS, WEEDS, RUBBISH AND ALL OTHER DEBRIS AND OBSTRUCTIONS RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE GROUND. THIS DEBRIS SHALL BE DISPOSED OF IN A LEGAL MANNER. BURNING OF THIS MATERIAL IS NOT PERMITTED UNLESS THE CONTRACTOR OBTAINS SPECIFIC PERMITS ALLOWING SUCH ACTIVITY. D. ALL EXCESS FILL FROM THE SITE SHALL BE STOCKPILED BY THE CONTRACTOR, IN A LOCATION DETERMINED BY THE OWNER OR THE OWNER'S REPRESENTATIVE AND THE ENGINEER. E. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL IN BUILDING OR PAVEMENT AREAS SHALL BE REMOVED AND REPLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS AND SOUND CONSTRUCTION PRACTICES. XIi. SIGNING AND PAVEMENT MARKING NOTES A. ALL PAVEMENT MARKINGS WITHIN FDOT, CITY OR COUNTY RIGHT-OF-WAY SHALL BE THERMOPLASTIC, B. ALL STOP BARS SHALL BE THERMOPLASTIC. ALL OTHER STRIPING SHALL BE PAINTED UNLESS OTHERWISE SPECIFIED. C. ALL PAINT USED FOR PAVEMENT MARKINGS SHALL CONFORM TO SECTION 971-13 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION (SSRBC). ALL PAINTED MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 710 OF THE FDOT SSRBC AND THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PAINT MAY ONLY BE USED FOR PRIVATE DEVELOPMENT IMPROVEMENTS OR AS TEMPORARY MARKINGS. D. THERMOPLASTIC TRAFFIC MARKINGS SHALL CONFORM TO SECTION 711-2 OF THE FDOT SSRBC. ONLY ALKYD BASED MATERIALS SHALL BE USED, THERMOPLASTIC TRAFFIC MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 711 OF THE FDOT SSRBC AND THE MUTCD. E. ALL REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH SECTION 706 OF THE FDOT SSRBC. F. ALL TRAFFIC SIGNS SHALL BE CONSTRUCTED OF HIGHLY REFLECTIVE MATERIAL AND BE "STANDARD" SIZE AS ESTABLISHED IN THE MUTCD. G. STOP BARS TO BE A MINIMUM OF 4 FEET CLEAR BEHIND CROSSWALKS. H. HANDICAP PARKING SPACES SHALL BE DESIGNATED BY APPROPRIATE PAVEMENT MARKINGS AND SIGNS. XIII, PAVING, GRADING & DRAINAGE NOTES A. CONTRACTOR ACCEPTS SITE AS IS. ANY REPAIRS TO EXISTING SITE ELEMENTS INCLUDING PAVEMENT, SIDEWALKS, CURBING, DRAINAGE, SANITARY SEWER, WATER, SIGNAGE AND STRIPING SHALL BE INCLUDED IN THE BID PRICE. B. ALL CURB RADII AND DIMENSIONING ARE TO EDGE OF PAVEMENT. C. PRIOR TO BACKFILLING THE DRAINAGE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND LOCAL JURISDICTIONAL AGENCIES FOR INSPECTION. D. ALL EXISTING AND PROPOSED UTILITIES SHALL BE ADJUSTED TO NEW FINISH GRADES AND PROPERLY SET TO PAVEMENT CROSS SLOPE AS REQUIRED. E. ALL UTILITIES SHALL BE COMPLETED OR SLEEVING PROVIDED BEFORE ANY PAVEMENT CONSTRUCTION BEGINS. F. GRADING FROM PROPOSED TO EXISTING CONDITIONS SHALL NOT BE STEEPER THAN 3H:1V NOR FLATTER THAN 20H:1V UNLESS SPECIFIED ON THE PLANS. ALL SWALES AND SLOPES SHALL BE SODDED AFTER GRADING (SEE NOTE IV.C.6). G. IF THE PLANS INDICATE A STABILIZED SUBGRADE IS TO BE USED, IT SHALL HAVE A MINIMUM LBR VALUE OF 40 OR A FBV OF 75 AND SHALL BE IN ACCORDANCE WITH F.D.O.T. SPECIFICATIONS, SECTION 160. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT TO THE ENGINEER FOR APPROVAL, THE MATERIAL TO BE USED FOR THE SUBGRADE, AND THEIR PROPORTIONS AND LABORATORY LBR, BEFORE DELIVERY TO THE SITE. QUALITY CONTROL LBR'S MAY BE REQUIRED BY THE ENGINEER TO PROVE THE IN -PLACE CONDITION. H. MATERIAL HAVING A PLASTICITY INDEX AT MORE THAN 10 OR A LIQUID LIMIT GREATER THAN 40 SHALL NOT BE USED. ALL MATERIAL USED FOR STABILIZING THE ROADBED SHALL PASS A 3-1/2 INCH SIEVE. I. ALL REQUIRED DENSITY AND LBR TEST RESULTS FOR SUBGRADE SHALL BE PROVIDED TO THE ENGINEER PRIOR TO PLACING BASE COURSE MATERIAL. J. IF THE PLANS INDICATE A LIMEROCK BASE, THE CONSTRUCTION AND THE MATERIAL FOR THE LIMEROCK BASE SHALL CONFORM TO THE REQUIREMENTS OF THE F.D.O.T. SPECIFICATIONS, SECTION 200. THE LIMEROCK BASE SHALL BE COMPACTED TO A 98% MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T-180, METHOD "D". THE GEOTECHNICAL ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF DENSITY TESTS REQUIRED. THE TESTS RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO THE APPLICATION OF THE PRIME AND TACK COATS. K. IF THE PLANS INDICATE A SOIL CEMENT BASE, THE CONSTRUCTION AND THE MATERIAL FOR THE SOIL CEMENT BASE SHALL CONFORM TO THE REQUIREMENTS OF THE F.D.O.T. SPECIFICATIONS, SECTION 270. THE SOIL CEMENT BASE SHALL BE COMPACTED TO A 98% MAXIMUM DENSITY AT OPTIMUM MOISTURE, AASHTO T-134, METHOD "D". THE GEOTECHNICAL ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF DENSITY TESTS REQUIRED. THE TESTS RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO THE APPLICATION OF THE PRIME AND TACK COATS. L. THE BASE SHALL BE TRANSPORTED TO THE POINT WHERE IT IS TO BE USED, OVER BASE PREVIOUSLY PLACED IF PRACTICABLE, AND DUMPED ON THE END OF THE PRECEDING SPREAD. HAULING OVER THE SUBGRADE AND DUMPING ON THE SUBGRADE WILL BE PERMITTED ONLY WHEN, IN THE ENGINEERS OPINION, THESE OPERATIONS WILL NOT BE DETRIMENTAL TO THE SUBGRADE. M. ALL REQUIRED DENSITY AND LBR TEST RESULTS FOR BASE COURSE SHALL BE PROVIDED TO THE ENGINEER PRIOR TO PLACING ASPHALT. N. THE PRIME COAT BITUMINOUS MATERIAL SHALL BE APPLIED BY MEANS OF PRESSURE DISTRIBUTOR. THE AMOUNT OF BITUMINOUS MATERIAL APPLIED SHALL BE AT A RATE NOT LESS THAN 0.15 GALS / SY FOR LIMEROCK BASES AND NOT LESS THAN 0.25 GALS / SY FOR SOIL -CEMENT BASES. THE RATE OF APPLICATION SHALL COAT THE SURFACE THOROUGHLY AND UNIFORMLY WITHOUT HAVING ANY EXCESS TO FORM POOLS OR FLOW OFF THE BASE. THE PRIME SHALL BE ALLOWED TO STAND WITHOUT COVER MATERIAL FOR A PERIOD OF 48 HOURS UNLESS OTHERWISE ORDERED BY THE ENGINEER, 0. NO BITUMINOUS MATERIAL SHALL BE APPLIED WHEN THE TEMPERATURE OF THE AIR IS LESS THAN 40 DEGREES FAHRENHEIT IN THE SHADE AND FALLING, OR WHEN IN THE OPINION OF THE ENGINEER, THE WEATHER CONDITIONS OR THE CONDITION OF THE EXISTING SURFACE IS UNSUITABLE. P. THE SURFACE TO BE PRIMED SHALL BE CLEAN AND DRY, FOR LIMEROCK BASES, THE GLAZED FINISH SHALL BE REMOVED BEFORE THE APPLICATION OF PRIME COAT. THE TEMPERATURE OF THE PRIME MATERIAL SHALL BE BETWEEN 100 DEGREES FAHRENHEIT AND 150 DEGREES FAHRENHEIT. Q. ALL EXPOSED ENDS OF CURB SHALL TRANSITION TO FINISHED GRADE R. ALL CONCRETE CURBS, SIDEWALKS, INLET TOPS, ETC., SHALL BE 3000 PSI CONCRETE, UNLESS OTHERWISE SPECIFIED. S. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENT TO DRAIN POSITIVELY. INTERSECTIONS SHALL TRANSITION TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR DRAINAGE BE OBSERVED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PLACEMENT OF CURBS OR PAVEMENT COURSES, SO THAT RECOMMENDATIONS FOR CORRECTION CAN BE MADE. T. PAVEMENT GRADES AT HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. U. PROPOSED AND EXISTING SIDEWALKS SHALL BE RAMPED FLUSH WITH PAVEMENT, RAMPS SHALL NOT EXCEED A 12 HORIZONTAL TO 1 VERTICAL SLOPE. V. SIDEWALK RAMPS SHALL BE TEXTURED IN CONFORMANCE WITH FDOT STANDARDS EXCEPT WHERE LOCAL CODES DICTATE OTHERWISE OR IF INDICATED OTHERWISE ON THE PLANS, CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE MUNICIPAL AUTHORITY FOR FORM BOARD AND PRE POUR INSPECTIONS PRIOR TO ANY SIDEWALK AND / OR CONCRETE RAMP INSTALLATION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT ALL RAMP TEXTURED SURFACES AND SIDEWALK LONGITUDINAL AND CROSS SLOPES ARE IN CONFORMANCE WITH LOCAL, STATE AND FEDERAL ADA STANDARDS. W. ALL OFF -SITE DISTURBED AREAS SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITION OR BETTER. X. ALL LANDSCAPE ISLANDS SHALL CONTAIN SUITABLE LANDSCAPE MATERIAL FOR LANDSCAPE INSTALLATION. REFERENCE LANDSCAPE PLANS FOR DETAILS. Y. ELEVATIONS OF GRASSED AREAS ARE GIVEN AT FINISHED SOD / SEED GRADE. PRIOR TO SOD / SEED INSTALLATION, THE PREPARED AREA SHALL BE FINISHED AT 2-INCHES BELOW TOP OF CURB, ADJACENT SIDEWALKS, OR ANY PAVED SURFACE. Z. ELEVATIONS GIVEN ADJACENT TO CURB OR FRONT OF SIDEWALK ARE CONSIDERED EDGE OF PAVEMENT GRADES. AA. SUBGRADE SHALL BE FREE OF MUCK, STUMPS, ROOTS, UNDERBRUSH, VEGETATIVE MATTER, GARBAGE, TRASH OR ANY MATERIAL THAT WILL NOT PROVIDE A SUITABLE STABLE, CLEAN SUBGRADE. AB. ALL SUBGRADE, BASE COURSE, PRIME COAT, TACK COAT AND ASPHALT MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS (LATEST EDITION). AC. BEFORE CONSTRUCTION OF ASPHALT SURFACE, A JOB MIX FORMULA SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER. AD. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS AND SILT WHERE TIE-INS TO EXISTING DRAINAGE STRUCTURES OR SWALES ARE TO BE PERFORMED. AE. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN CENTERLINES OF DRAINAGE STRUCTURES AND FROM INVERTS OF ENDWALLS AND / OR MITERED END SECTIONS. AF. JOINTS FOR REINFORCED CONCRETE STORM DRAINS AND CULVERTS SHALL BE FOR ROUND PIPE. RUBBER GASKETS MEETING THE REQUIREMENTS OF SECTION 430-7.2, 941-1.5 AND 942-1, FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, SHALL BE USED. AG. REINFORCED CONCRETE PIPE SHALL BE PER ASTM C-76 CLASS III, UNLESS OTHERWISE SPECIFIED. INSTALLATION OF REINFORCED CONCRETE PIPE SHALL BE IN ACCORDANCE WITH FDOT SSRBC (LATEST EDITION). AH. ALL STORM STRUCTURES SHALL BE CONSTRUCTED AND INSTALLED PER FDOT SSRBC. GRATES SHALL BE CAST IRON. GRATES IN PAVEMENT SHALL BE FRAME AND GRATE CONSTRUCTION UNLESS OTHERWISE SPECIFIED OR APPROVED. Al. ALL TYPE'P' STRUCTURE BOTTOMS SHALL BE ROUND UNLESS OTHERWISE SPECIFIED AND SHALL HAVE A 4-FOOT MINIMUM DIAMETER. AJ. REINFORCED CONCRETE PIPE SHALL MEET THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS SECTION 941. CONCRETE PIPE SHALL BE CLASS III OR AS SHOWN ON THE PLANS. PIPE GASKETS SHALL MEET F.D.O.T. STANDARD SPECIFICATIONS SECTION 942. AK. ALL PIPE JOINTS SHALL BE WRAPPED PER FDOT STANDARD INDEX NUMBER 280. AL. ALL PIPE SHALL BE CAREFULLY LAID, TRUE TO THE LINES AND GRADES GIVEN, WITH HUB UPGRADE AND TONGUE END FULLY ENTERED INTO THE HUB. WHEN PIPE WITH QUADRANT REINFORCEMENT OR CIRCULAR PIPE WITH ELLIPTICAL REINFORCEMENT IS USED, THE PIPE SHALL BE INSTALLED IN A POSITION SUCH THAT THE MANUFACTURER'S MARKS DESIGNATING TOP AND BOTTOM OF THE PIPE SHALL NOT BE MORE THAN FIVE DEGREES FROM THE VERTICAL PLANE THROUGH THE LONGITUDINAL AXIS OF THE PIPE. ANY PIPE THAT IS NOT TRUE IN ALIGNMENT OR WHICH SHOWS ANY SETTLEMENT AFTER LAYING SHALL BE TAKEN UP AND RELAID WITHOUT ADDITIONAL COMPENSATION. AM. PVC PIPE SHALL CONFORM TO ASTM D3034 SDR 35 WITH ELASTOMERIC JOINTS, NON -PERFORATED. PVC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE UNI-BELL PLASTIC PIPE ASSOCIATION'S "RECOMMENDED PRACTICE FOR INSTALLATION OF PVC SEWER PIPE". AN. SDR 35 PVC DRAINAGE PIPE SHALL BE CONNECTED TO THE CATCH BASIN WALLS WITH A COATED PVC ADAPTER, CEMENT COLLAR, RUBBER BOOT, OR AS APPROVED BY THE ENGINEER. AO. POLYETHYLENE PIPE SHALL BE HDPE CONFORMING TO AASHTO M252 AND AASHTO M294 (WHERE APPLICABLE) EQUAL TO ADS WITH PIPE AND FITTINGS BY THE SAME MANUFACTURER. YARD INLETS SHALL BE ADS NYLOPLAST WITH 12-INCH DIAMETER CAST IRON GRATES (UNLESS OTHERWISE SPECIFIED). AP. ROOF DRAIN CONNECTIONS SHALL TERMINATE 5 FEET OUTSIDE THE BUILDING ENVELOPE. AQ. ALL CONNECTIONS WITH FDOT, CITY OR COUNTY RIGHTS -OF -WAY SHALL BE COORDINATED WITH THE APPROPRIATE JURISDICTION. XIV. WATER RECLAIM FORCE MAIN & SANITARY SEWER DISTRIBUTION & COLLECTION SYSTEM NOTES A. WATER, RECLAIM, FORCE MAIN, AND SANITARY SEWER SYSTEMS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL. XV. UTILITY SEPARATION NOTES A. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE: ([FAC 62-555.314(1)&(2); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)]) 1. A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM TYPE SANITARY SEWER STORM SEWER STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; 2. A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE O F AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER; 3. A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND 4. A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AN D ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM." B. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT: 1. THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER 01-1 STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND 2. THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. C. AT THE UTILITY CROSSINGS DESCRIBED IN PART A. ABOVE: 1. ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, :NORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND 2. AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. APPROVED : JEFFERY S. GRANT, PE FLA. REGISTRATION NO. 70678 DATE 0 N .2 � N 00 > r� rn rn Q0to NE 0 M O O�0) o a> cii ice T co CO `- 00 UC0 Co _ d � 2 N 0 y- f0 oco U- V CERTIFICATES OF AUTHORIZATION: 7318 LB6680 LC 0.,337_ JBG I BW MDS OES DWN. CHK PROJECT / FILE NO. 12-00131 DRAWING NO. NTS-1 DATE DRAWN: z O 2/14/14 % 38, 'Nommoula moommmin GRAPHIC SCALE 60 0 30 60 120 IN FEET 1 INCH = 60 FEET APPROVED : j ER B. GRANT PE FLA. REGISTRATION 70676 DATE C) C) c\l 0' :t! In=3 LLJ CD Cj Crl Cj 00 00 O cO CO E a C? sit 0-0 0 om, F 4\\,- 01 a U5 LL do c) 00 LJJ CL OP 0—i CM o .2 T c(s.9; I-- C�l 0 M-j LL CC CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 J13G BW MDS DES. OWN. CHK. PROJECT / FILE NO. 12-00131 DRAWING NO. AER-1 DATE DRAWN: jqt� 2/14/14 3 M O O N - N O U _ W 0 0 SITE DATA PARCEL ID NUMBERS.: 29-22-28-8895-01-001 _ PROPERTY ADDRESS: 1650 MAGUIRE ROAD CITY OF OCOEE, FLORIDA GROSS SITE AREA: 14.11 AC. R.O.W. DEDICATION: 0.06 AC. NET SITE AREA: 14.05 AC. TOTAL LOT 1 - MULTIFAMILY: 11.35 AC. LOT 2 - OFFICE / COMMERCIAL: 1.00 AC. (NET) BUILDING DATA MULTIFAMILY: TYPE OF UNITS: MIN. NET LIVING AREA: MAX. BUILDING HEIGHT: SCHOOL AGE POPULATION MULTIFAMILY STACKED / FLATS 650 SF 35 FEET TO MEDIAN / 40 FEET TO RIDGE 484 STUDENTS PROJECT DENSITY / LAND -USE LOT 3 - RETAIL / COMMERCIAL: 1.70 AC. (NET) THE OCOEE LAND DEVELOPMENT CODE ALLOWS DENSITY WITHIN A DEFINED DEVELOPMENT PROJECT TO BE COMPUTED BY ALLOWING CLUSTERING IN CERTAIN AREAS, WHICH CLUSTERS MAY BE OF EXISTING ZONING: COMMERCIAL (C-3) GREATER DENSITY THAN OTHERWISE ALLOWABLE WITHIN THE LAND USE DESIGNATIONS AS LONG AS PROPOSED ZONING: PLANNED UNIT DEVELOPMENT THE TOTAL PROJECT DOES NOT EXCEED THE MAXIMUM DENSITY AS DESIGNATED ON THE FUTURE LAND USE MAP. ZONING COMPATIBILITY THE CITY HAS DETERMINED THAT THE USE OF THE PROPERTY FOR 242 MULTI -FAMILY DWELLING UNITS AND 25,000 SQUARE FEET OF RETAIUCOMMERCIAL USES WITHIN THE PROPOSED COMMERCIAL LOTS THE PROJECT IS COMPATIBLE WITH THE SURROUNDING ZONING DISTRICTS WHICH ARE: DOES NOT EXCEED THE MAXIMUM DENSITY FOR THE PROPERTY OF 3.0 FAR AS SHOWN ON THE FUTURE 1. R-3 MULTIFAMILY TO THE SOUTH, LAND USE MAP. OWNER AGREES THAT THE PROJECT SHALL BE DEVELOPED SO AS NOT TO EXCEED 2. C-3 GENERAL COMMERCIAL TO THE EAST (CURRENTLY THE WESMERE MASTER THESE SPECIFIED DENSITIES. STORMWATER POND), 3. THE FLORIDA TURNPIKE TO THE NORTH, AND 4. C-3 GENERAL COMMERCIAL TO THE WEST. LANDSCAPE BUFFERS DESCRIPTION LOT 1 (AC. / %) IMPERVIOUS AREA 7.51 AC./ 66.17% BUILDING AREA 2.71 AC. / 23.88% PAVEMENT AREA 3.71 AC./ 32.69 % SIDEWALKS / HARDSCAPE 1.09 AC./ 9.60% PERVIOUS / OPEN SPACE 3.84 AC./ 33.83% TOTALS 11.35 AC./ 100% OPEN SPACE DATA MULTIFAMILY (LOT 1) REQUIREMENT PER SECTION 4-5L(3), MINIMUM OPEN SPACE SHALL BE 25% OF GROSS LAND AREA. OPEN SPACE REQUIRED: 0.25 X 11.35 AC. = 2.84 AC. OPEN SPACE PROVIDED: = 4.31 AC. RECREATION SPACE DATA MULTIFAMILY (LOT 1) REQUIREMENT PER SECTION 4-5L(4), MINIMUM REQUIRED AT RATIO OF 5 AC. PER 1,000 POPULATION OR 5% OF GROSS LAND AREA, WHICHEVER IS GREATER. RECREATION SPACE REQUIRED = 484 POP./1,000 POP. X 5 AC. = 2.42 AC. OR = 0.05 X 11.35 AC. = 0.57 AC. THEREFORE 2.42 AC. REQUIRED RECREATION SPACE PROVIDED: = 2.55 AC, EXISTING WESMERE MASTER STORMWATER POND UTILITY SERVICE _ FLOODPLAIN DATA POTABLE WATER: CITY OF OCOEE ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 12095CO220 F, ORANGE COUNTY, FLORIDA, DATED SEPTEMBER 25, 2009, THE PROJECT SITE LIES IN ZONE "X", OUTSIDE SANITARY SEWER: CITY OF OCOEE OF THE 500-YEAR FLOODPLAIN, STORMWATER: PROVIDED OFFSITE IN THE WESMERE MASTER STORMWATER SYSTEM TREE DATA PHASING THIS SITE HAS PREVIOUSLY BEEN CLEARED AND MASS GRADED AS PART OF THE WESMERE MASTER DEVELOPMENT INFRASTRUCTURE PROJECT. THERE ARE NO LOT 1 SHALL BE DEVELOPED AS A SINGLE PHASE. LOT 2 AND LOT 3 SHALL BE FUTURE PHASES NOT EXISTING TREES OF CONSEQUENCE LOCATED ONSITE AS DEFINED BY THE CITY OF INCLUDED WITHIN THIS APPLICATION. OCOEE CODE, PROPERTY MANAGEMENT A DECLARATION OF EASEMENTS AND RESTRICTIONS SHALL BE CREATED FOR MAINTENANCE OF ALL PARKING DATA GRAPHIC SCALE COMMON AREAS. THE PROPERTY OWNER SHALL BE A MEMBER OF THE OVERALL DEVELOPMENT POA 50 0 25 50 100 MULTIFAMILY (LOT 1): (WESMERE COVE POA). I I I I I PER SECTION 6-4.G(1)(b), REQUIRED PARKING IS 2.25 SPACES / UNIT. BASED ON WAIVER, REQUIRED PARKING IS 2.15 SPACES / UNIT. ( IN FEET SCHOOL DATA 1 INCH = 50 FEET DEVELOPMENT SHALL BE SERVICED BY: CODE REQUIRED SPACES: 242 UNITS X 2.25 SPACES / UNIT = 545 SPACES WESTBROOKE ELEMENTARY SCHOOL WAIVER REQUIRED SPACES: 242 UNITS X 2.15 SPACES / UNIT = 521 SPACES SUNRIDGE MIDDLE SCHOOL TOTAL SPACES PROVIDED: = 521 SPACES* WEST ORANGE HIGH SCHOOL HANDICAP SPACES REQUIRED: 500 TO 1000 SPACES = 11 SPACES (2% OF TOTAL) SCHOOL AGE POPULATION: HANDICAP SPACES PROVIDED: = 18 SPACES ELEMENTARY SCHOOL: 34 MIDDLE SCHOOL: 14 * INCLUDES GARAGE SPACES IN BUILDINGS HIGH SCHOOL: 16 25' LANDSCAPE CAR WASH AREA 10'LANDSCAPE BUFFER ENCLOSED DUMPSTER/ COMPACTOR �75' BUILDING SETBACK 10' LANDSCAPE BUFFER -PERIMETER WALL z a CL Lu cc uj t1) a APPROVED JEFFNO. B. GRANT, PE FLA. REGISTRATION N0. 70678 DATE ; mm M � m N � U) o o � z O w w v U z W V U > W T c 0 0 N U) ujC N 000 Q CA CD 0D N E t` CO O c'JO co U CD spC O-a Uj •o U- cT7 O E CO Y 0 co V IZ 0 cm L 8 O cm ns C ti O � "OV mmj LL CD U CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBG BW MDS DES. OWN. I CHK. PROJECT / FILE NO. 12- 00131 DRAWING NO. MSP-1 DATE DRAWN: OF 2/14/14 �, 6 3 8 , z T .r M N 3 c d M s 0 N z z E5 z 0 z N U' z 0 z w 0 ww 0 zz i 0 z Ir i z w cr a w g a `1 a IL I M s 0 N N N w W 0 O !r a :..:.: !n U' N ...,. Li_ _.............. ....... _............,,.... .... ••••••••••... RIGHT OF WAY DEDICATION ... 20' UTILITY EASEMENT 0 IY EASEMENT 0:.GRAPHIC SCALE ,., .., ...........:..:::.. . _._ IV .. . ......... . _. LU E 1 S O EASEMENT 0 0 SLOPE EASEMENT o 0 25 50 .:............................. _ 100 . ...... ETUAL ,,....,.>.. ..................... .._,, .........._ .� �� �,,,,,�_.®. „»,!-.! „/• CAMCIIIICAIT I Ln �_ 1l AOT A 3 » 2 NlV } 17' 5 17' =i CROSS ACCESS EASEMENT 17' 24 LOT 3 LOT 2 O 4 s I z0, v81 f i LOT LINE IL 11 S. 15' UTILITY EASEMENT TFLM111111L 9' 5. i i . . . ............. . N 3 • rr z a N 0• I• —_ — 0 W 0 I m CV , ' LOT NE T LINE LL .,T z o •z iZ- i 2V 2 20 BUILDING 7 ' oo M Do O Q O ( l• 28 UNITS (3-STORY) `".:Illlliiil I11111111'I cxiS I INU VVESMEHE MASTER STORMWATER POND ( IN FEET ) 1 INCH = 50 FEET ENCLOSED DUMPSTER / COMPACTOR SIGNING AND PAVEMENT MARKING LEGEND O1 R1-1 30"x30" HIGH INTENSITY STOP SIGN & 24" STOP BAR O2 CROSSWALK PER FDOT INDEX 17346 O3 HANDICAP SIGN AND PAVEMENT MARKING O4 WHITE TRAFFIC ARROW PER FDOT INDEX 17346 O5 WHITE "ONLY" PER FDOT INDEX 17346 O6 25 LF OF 6" DOUBLE YELLOW O7 25 LF OF 6" WHITE OW3-5 30"x36" MANDATORY MOVEMENT LANE CONTROL SIGN (ONLY - RIGHT TURN) 90 W11-2 36"x36" PEDESTRIAN SIGN 10 W11-2 36"x36" PEDESTRIAN SIGN & W16-7P 24"x12" DOWNWARD DIAGONAL ARROW (PLAQUE) SIGNING AND PAVEMENT MARKING NOTES A. ALL PAVEMENT MARKINGS WITHIN THE DEVELOPMENT, OUTSIDE THE DEVELOPMENT, AND WITHIN CITY RIGHTS OF WAY SHALL BE THERMOPLASTIC. PARKING STRIPING MAY BE PAINTED. B. ALL PAINT USED FOR PAVEMENT MARKINGS SHALL CONFORM TO SECTION 971-13 OF THE FDOT Q STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION (SSRBC), ALL PAINTED MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 710 OF THE FDOT SSRBC AND THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PAINT MAY ONLY BE USED FOR PARKING STRIPING. C. THERMOPLASTIC TRAFFIC MARKINGS SHALL CONFORM TO SECTION 711-2 OF THE FDOT SSRBC. ONLY ALKYD BASED MATERIALS SHALL BE USED. THERMOPLASTIC TRAFFIC MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 711 OF THE FDOT SSRBC AND THE MUTCD. D. ALL REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH SECTION 706 he OF THE FDOT SSRBC. E. ALL TRAFFIC SIGNS SHALL BE CONSTRUCTED OF HIGHLY REFLECTIVE MATERIAL AND BE "STANDARD" SIZE AS ESTABLISHED IN THE MUTCD. Q F. BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED OPPOSITE FIRE HYDRANTS IN THE CENTER OF THE NEAREST TRAVELED LANE TO MARK THEIR LOCATIONS. G. STOP BARS TO BE A MINIMUM OF 4 FEET CLEAR BEHIND CROSSWALKS. 06 H. HANDICAP PARKING SPACES SHALL BE DESIGNATED BY APPROPRIATE PAVEMENT MARKINGS AND SIGNS. if IN 2 0 APPROVED JEFFERY 8. GRANT, PE FLA. REGISTRATION NO. 70678 DATE 17� „cf) o z Qo WW En w�> Q U W }V U U X N c N CD N C'� ui (2) CID N So a CA N O ti tD E C\jU p � cm cn .o L.L a> r LL E coY� CL CD `' Omto ..0 t-!. o� t LL c d U CERTIFICATES of AljTwnR=7An kl- EB7318 LB_6680 LC0337 JBG BW MDS DES DIM QW. PROJECT / FILE NO. 12- 00131 DRAW9NG NO. SMP-1 DATE DRAWN: 2/14/14 SH-7 3 8 OF GENERAL NOTES 1. CONTRACTOR SHALL GRADE OPEN AREAS TO WITHIN 2" OF INDICATED GRADE TO ACCEPT SODDING. 2. FINAL BUILDING PAD ELEVATIONS SHALL BE 6" LOWER THAN THE FINISHED FLOOR SHOWN ON THE PLAN. 3. ALL SIG NAGE, WALLS, AND SITE LIGHTING TO HAVE SEPARATE BUILDING PERMIT AND TO BE CONSTRUCTED PER CITY DEVEL OPMENT CODE. 4. ALL DISTURBED AREAS WITHIN OFFSITE RIGHTS -OF -WAY SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AND RESODDED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED ON THE STORMWATER POLLUTION PREVENTION PLAN PRIOR TO ANY CONSTRUCTION ACTIVITIES. 6. CONTRACTOR SHALL PROTECT AND/OR REPLACE EXISTING TREES ALONG THE EASTERLY SIDE OF THE PROPERTY LOCATED WITHIN THE MASTER STORMWATER POND TRACT AND ASSOCIATED LANDSCAPE BUFFER DURING CONSTRUCTION. 7. ALL ROOF DRAIN PIPES SHALL BE INSTALLED AT A MINIMUM OF 1.00% SLOPE. 8. ALL ROOF DRAIN DOWNSPOUT CONNECTIONS SHALL BE 6" ADS PIPE. 9. ALL ROOF DRAIN CLEANOUTS SHALL BE INSTALLED PER THE ROOF DRAIN CLEANOUT DETAIL ON SHEET 19. 10. THE CONTRACTOR MAY NOT DEWATER THE EXISTING STORMWATER POND TO ACCOMPLISH CONSTRUCTION OF MES D-3, D-29, OR D-73, FLOODPLAIN INFORMATION ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 12095CO220 E, ORNAGE COUNTY, FLORIDA, DATED DECEMBER 06, 2000, THE PROJECT SITE LIES IN ZONE "X", OUTSIDE OF THE 500-YEAR FLOODPLAIN, WETLAND INF ORMATION MATZO N NO WETLANDS LOCATED ONSITE. EXISTING STORMWATER POND CONTROL ELEV= 119.1 SOILS DATA PER THE USDA S.C.S. SOILS SURVEY, ORANGE COUNTY, FLORIDA, THE FOLLOWING SOIL TYPES OCCUR ONSITE. SOIL SYMBOL DESCRIPTION HYDROLOGIC GROUP 26 DNA FINE SAND B/D 43 SEFFNER FINE SAND C 44 SMYRNA FINE SAND B/D 54 ZOLFO FINE SAND C u �11 ........... OAD ;- ::::: ............ ..... ...... --- 0 v „»...».,,, , i GEOTECHNICAL EXPLORATION DATA SOIL BORING INFORMATION PROVIDED BY UNIVERSAL ENGINEERING SCIENCES. 14.10t ACRE TRACT "GEOTECHNICAL EXPLORATION WESMERE PROFESSIONAL CENTER MAGUIRE ROAD & FLORIDA TURNPIKE OCOEE, ORANGE COUNTY, FLORIDA- GEOTECHNICAL REPORT NO. 2011 7-001-01 DATED JANUARY 29, 2007. BORING EX. GRADE FT (FT) GN DEPTH TO DWTEST. (FT) SHWT (FT) B-1 126.9 0.0 126.9 B-2 127.1 0.0 127.9 B-3 126.7 3.0 123.7 B-4 126.2 0.0 126.2 B-5 125.0 1.0 124.0 B-6 125.2 1.0 124.2 B-7 126.4 1.5 124.9 B-8 126.7 0.0 126.7 B-9 126.6 3.0 123.6 B-10 126.0 3.0 123.0 B-11 126.4 0.0 126.4 B-12 126.4 1.0 125.4 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 INCH = 50 FEET Coll two full business days (but not more than five) before digging to find out where buried facilities (electric, gas, telephone, cable, water) are located. It's the Law! 1-800-432-4770 www.colisunshine.com FP&L (305) 347-3900 Sunshine State One Call of Fic z a J W 0 z Uj Fm V) Q APPROVED JEFFERY B. GRANT, PE FLA REgSTRATION NO. 70678 DATE M M. m d m M o � N Z 0 �+ a 0 0 0 - f2 In 2 W W > W o w F}v Q: U U I I I I I N I� II c l N CO C N 00 T M IM CC Q ;�! � G c N ^ 00 M -IT Im O C0 a> Zincco 0 LL -2? cjV-pE GO `_N � UCU CO d d, d) L N a5 t� o� LL U CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LCO337 JBG BW MDS DES. DNN. CHK. PROJECT / FILE NO. 12- 00131 DRAWING NO. MDP-1 DATE DRANK: Q OF 2/14/14 H. 38 TRASH CATCH BASKET (SEE DETAIL, SHEET '19) 128.60 128.70 28.70 3.69 BOLLARDS (SEE DETAIL, SHEET 18) z O 'a z_ F- z O V cr 0 U. 0 a w w cn mm GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 INCH = 30 FEET Z Ia a. W 0 a z a 0 0 z a 0 z 0 a m m m m . m c tM d, ODD ��+ 0 o a 0 z O — w }� V z U V > W � N � CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBG BW MDS n DES. OWN. CHK. PROJECT / FILE NO. v Z 12- 00131 > DRAWING NO. PGD-2 aDATE APPROVED DRAWN: � O OF 1. FLA. REGISTRATION NO. B. GRANT, PE 70678 DATE 2/14/14 ,, 3 8 M O O N - N O N U DRAINAGE STRUCTURE DATA STRUCTURE TYPE GRATE INVERT PIPE RUN D-102 TYPE P-5 INLET 126.67 W 121.61 13LF 15" RCP 0 0.207. TO EXIST. D-1 03 1 TYPE P-5 INLET 1 126.09 1 N 121.16 S 121.04 INSTALL ON EXIST. PIPE FOR CURB INLETS, PROVIDED ELEVATION REPRESENTS PAVEMENT EDGE ELEVATION AT CENTER OF INLET NOTE: 1. ALL STRIPING SHALL BE THERMOPLASTIC 2. CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC IN CONFORMANCE WITH FDOT INDEX NO. 613. MAGUIRE ROAD PAVING, GRADING & DRAINAGE SEE SECTION 8 FOR TURN LANE, SHEET 17 EXISTING CURB INLET TOP TO BE REMOVED FDOT TYPE I FRAME & COVER PER INDEX 201 126.91 8" TOP SLAB PER-,- FDOT INDEX 200 EXISTING 24" RCP TO REMAIN EXISTING STRUCTURE BOTTOM TO REMAIN- 13 LF 15" RCP @ 0.20%— SL EXIST PROP ROW ROW LOT 2 2.5' SOD 12 1 ROW 10' SOD TYPE 'F' DEDICATION CURB 10' SOD SOD 12' TURN 8' RN� LANE SIDEWALK I 126.67.057 127.26 12 /- D-1 02 EXISTING 8' FORCE MAIN TOI BE RELOCATED T RELOCAED 8" FORCE MAIN INV EL = 121.611 1%-MIN SL, 128.50 -127.40 EXISTING GRADE .. ....... ....... ....... ...... ....... ...... ..... ....... ....... . .... ..................... .............. . ..... ...... ....... ..... .. . . ....... ...... . . .......... ....... . -- ........ ------ ..... . ....... -- .. . . ... .... . ..... ... ...... ....... ....... ..... ------ ....... ....... ...... ....... ....... .... ....... ....... ....... ..... REMOVE EXIST. STRIPING ALONG CURB TO BE REMOVED. INSTALL 6" YELLOW ALONG CURB. MATCH TO EXIST. STA 4+41.73 SECTION VIEW ..... ....... . . . ..... ....... ...... ..... ..... - .. ....... ...... .... ....... . ... ....... ...... ....... ....... . ....... ....... ...... ..... ....... ...... ..... ...... ..... ...... ....... ...... . ....... ....... ..... ....... ... . ....... ...... ...... ....... . . ....... ..... ...... ....... ...... I ...... ....... ....... ....... ........ ........ . ..... ........... .. . ... . . ............. ....... ...... .. ......... ... ...... . ..... .... .... .... . ....... ...... ..... ....... ....... ..... ....... ...... ....... ...... - — - ----- ------- - ------- ...... ....... ... ...... ....... .... . ....... \N�lll . ...... ....... ... - - ----- ...... ....... ... ....... ...... .... IT, 8500' CLEARANCE DISTANCE —100 . 00' BRAKE TO STOP DISTANCE -50.00' TAPER . .. ....................... ..... . . . . . ........... . ...... � mmwmmmb� RELOCATED RIGHT TURN ARROW (TYP.) SPEED LIMIT SIGN PER FDOT INDEX 17346 LEGEND LIMITS OF NEW PAVEMENT I v Dc- rNaL-VI'm I cu 0� � somlw---A . .......... . .... ........... m m O !2 'ct co En z En > GRAPHIC SCALE o Lu 0 L) 0 5 10 20 � a: IN FEET 1 INCH = 10 FEET C'i z ......... ....... ....... ....FDOT INDEX 17346 . ... ..... ...... ....... ... . ...... ........ .... ....... .......... (L �11TTf . . TTf f RTC . . . . . . . . ... RIGHT TURN ARROW (TYP.) PER FDOT INDEX 17346 24 STOP BAR ui PER FDOT INDEX 17346 INSTALL CTnM Clr'Kl z ... ..... RIGHT ONLY SIGN < PER FDOT INDEX 17346 ........... j ............ z c/) LAJ cc\,] COCO) OD im, rll co CE c\l r- t> ca canto 6 0 .a uj LL ; c. E� Z u— - (D co ujbi CL OP r) 0 - ca 0 LL a) 0 CERTIFICATES OF AUTHORIZATION: N�::: E67318 LB6680LCO337 INSTAL "ONLY - JBG _�L413W MIDS E PER FDOT INDEX 17346 LU DW CHK. PROJECT / FILE NO. 12-00131 c/) U. DRAWING NO, OTL-2 LL APPROVED 0 DATEDRAWN: 122 JEFFERY B. GRANT, PE FLA. REGISTRAMON N 70678 DATE 2/14/14 SEWER DEMAND AVERAGE DAILY FLOW (ADF) = 270 GPD / ERU = 185.17 ERU X 270 GPD / ERU= 49,995 GPD PEAK HOUR FLOW = ADF x PEAK HOUR FACTOR = 49 99 5GPDx 4.0 / 1 440 MIN /DAY - - 139 GPM WATER DEMAND AVERAGE DAILY FLOW(ADF) - 300 GPD /UNIT = 185.17 ERU X 300 GPD / ERU= 55,550 GPD PEAK HOUR FLOW = ADF x PEAK HOUR FACTOR = 55,550 GPD x 4.0 / 1,440 MIN / DAY = 154 GPM FIRE FLOW DEMAND FIRE SPRINKLER DEMAND = 300 GPM FIRE HYDRANT DEMAND = 1500 GPM MASTER LIFT STATION ANALYSIS ESTABLISHMENT QUANTITY UNIT GENERATION RATE" TOTAL GENERATION RATE WESMERE TOWNHOMES 125 UNITS 1.000 ERU / DU 33,750 GPD WESMERE SINGLE FAMILY 178 UNITS 1.000 ERU /D U 48,060 GPD WESMERE CLUBHOUSE 1 UNIT 1.000 ERU / DU 270 GPD WESTBROOKE ELEMENTARY SCHOOL 860 STU D ENTS 0.025 ERU /STUDENT 5,805 GPD PARK PLACE RETAIL* 25,000 SF 0.1 GPD /SF 2,500 GPD PARK PLACE APARTMENTS 242 TOTAL UNITS 1 BEDROOM 86 UNITS 0.583 ERU / DU 13,545 GPD 2 BEDROOM 132 UNITS 0.833 ERU / DU 29,700 GPD 3 BEDROOM 24 UNITS 1.000 ERU / DU 6,480 GPD PARK PLACE APARTMENTS CLUBHOUSE 1 UNIT 1.000 ERU / DU 270 GPD TOTAL AVERAGE DAILY FLOW (PROPOSED) 140,380 GPD PERMITTED AVERAGE DAILY FLOW 158,207 GPD " RETAIL BASED ON FIXTURE UNITS, WHICH ARE UNKNOWN GENERATION RATES BASED ON 270 GPD/ERU GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 INCH = 50 FEET GENERAL NOTES 1. POTABLE WATER AND SANITARY SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL. 2. FIRE LINES SHALL BE COORDINATED WITH FIRE DEPT. FOR TESTING & APPROVAL. HYDRANTS SHALL BE OPERATIONAL PRIOR TO BUILDING CONSTRUCTION. 3. 20' C LEAK EMER GENCY ACC ESS WA Y MUST BE MAIN TAINED AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY VEHICLES. 4. THE GRAVITY SEWER SYSTEM SHALL BE OWNED OPERAT ED AND MAINTAINED BY THE DEVELOPER, WITH THE EXCEPT ION OF SANITARY STRUCTURE S-11, WHICH SHALL BE OWNED AND MAINTAINED BY THE CITY OF OCOEE. 5. THE CITY OF OCOEE SHALL OWN AND MAINTAIN THE POTABLE WATER SYSTEM UP TO THE WATER METERS 6. ALL CITY OWNED WATER MAIN SHALL BE CONSTRUCTED WITH DUCTILE IRON PIPE. 7. THE CITY SHALL OWN AND MAINTAIN THE REUSE WATER SYSTEM UP TO THE REUSE MASTER METER. 8. ALL WATER SERVICES, FIRE LINES AND SEWER LATERALS SHALL TERMINATE 5' FROM THE BUILDING EXTERIOR. SEE MECHANICAL PLANS FOR CONNECTION. 9. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER THE CONNECTION PROCEDURE AND HIS WORK SCHEDULING HAS BEEN REVIEWED AND APPROVED BY THE CITY. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE CITY A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO SCHEDULING SAID CONNECTIONS. THIS REQUEST SHALL OUTLINE POINTS OF CONNECTION, FITTINGS TO BE USED, METHOD OF FLUSHING AND DISINFECTION, AND ESTIMATED CONSTRUCTION TIME FOR SAID CONNECTIONS. 10. THE CONTRACTOR SHALL INSTALL A 2.0" BACKFLOW PREVENTION DEVICE IMMEDIATELY UPSTREAM OF ALL BUILDING POTABLE WATER SERVICE METERS. 11. ALL FIRE HYDRANTS, FDC CONNECTIONS, AND PVI VALVES SHALL BE PLACED A MINIMUM OF 60 FEET FROM THE FACE OF THE BUILDING THEY ARE INTENDED TO SERVICE. \—BACK OF CURB ( TYP. DRIVEWA Y 6" G a A TE VALVE cx UJ FIRE HYDRANT Do 6" CHECK VALVE POST INDICATOR VALVE (PIV) w 5' MIN. FIRE DEPARTMENT CONNECTION (FDC) 6" FIRE SERVICE TO STRUCTURE w Do 6" FIRE LINE F [L •a; oa TYPICAL FIRE LINE CONNECTION z 3: k i : J—J O , F H- : : : 4 SIL I iLi a <k: 8" TEE DEFLECT 8 WM UNDER °i a a � � EXISTING 8„ G.V. HDPE STORM, 12" MIN SEP DEFLECT 8" WM UNDER W WET WELL .. HDP E STORM, 12 MIN S EP aU n j I CONNECT TO ......., ».»., ». ....... ....................»,»»,,,, WM STUB, _?:< . a 1 ... ... k , \_ 0 m C7 m 1 m m m !M N O �_ V) z O o a 0 a o — V) z z — W > O V W U U N o � N 2 W LAJ cn C N 00 a) Op CT) � E co O O M � p 0) Z640cm ';Jojptl 0 -coo `a 2 ' E Cfl Y co �- 00 N 0) U ' _ rn 0) N v CO i A o o � u- C m U Ivi v r-I APPROVED : DATE DRAWN: JEFFERY B. GRANT, PE g Fl A REGISTRATION N0. 70878 DATE : 2/14/14 1 3J M O O N N O v w 0 TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN �- UNIMPROVED AREAS 3 MIN.) FINISHED GRADE SEE NOTE 8) X. 04 LLJ SEE NOTE4;':, :.//�//� wv N COMMON FILL % .;'PIPE O.D. �^ Z ` SELECT o w \// //\\ FILLCOMw w EARTH UNDISTURBED - m (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 COMPACTED 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 MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. 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 BEDDING AND TRENCHING DETAIL N.T.S. REINFORCED CONCRETE PAD, 18"x18"x4" - ELKART 15 TWO-WAY, CHROME SIDEWALK SIAMESE CONNECTION WITH DOUBLE CLAPPER, CAPS AND CHAINS. CHROME 18" SLEEVE IDENTIFICATION BASE PLATE. FINISHED GRADE \-- 2 #4 CONTINUOUS 1/2" AUTO -BALL DRIP CHECK VALVE INTO GRAVEL M"���4"WAFER CHECK VALVE AND FLANGES POURED CONCRETE THRUST BLOCK, SEE DETAIL. NOTE: 1. MOUNTING HEIGHT SHALL COMPLY WITH AUTHORITIES HAVING JURISDICTION. FREE STANDING VERTICAL F.D.C. DETAIL N.T.S. FINISHED GRADE 2" GATE VALVE 2" 900 RESTRAINED JOINT DUCTILE IRON WATER MAIN DOUBLE METER BOX (18" x 24" MIN.) •O-pop °o p0 oo0°pop O 0 .0-- ope oeo •e o peo peo O O o Oro pep 6" ao v0 oo0 °e•O O 0 0. •o.o •o•o p•o°a•o°p •o •o• •p.o 2" 900 BEND 6" BEDDING ROCK TAPPED CAP ` NOTES: 1. All 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. BLOWOFF VALVE DETAIL N.T.S. i PRESSURE GAUGE CROWN TRENCH IN TRENCH WIDTH VARIES UNIMPROVED AREAS I W/ SIZE OF PIPE (3" MIN.) (SEE TYPE B BEDDING AND TRENCHING DETAIL FOR OTHER FINISHED GRADE RESTORATION.) u- N Q w m ~o = z COMMO%FRILL. PIPE• O.D.. . CV Typ z SELECT o COMMON SELECT COMMON FILL m z FILL w a. w BEDDING ROCK D_ vwi v PIPE BEDDING (SEE NOTE 8 & 9)1 UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% 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 N.T.S. 2"METER METALLIC LOCATING WIRE] / EARLY WARNING TAPE FINISHED GRADE • 1 " MAX. PVC WATER MAI N OR FORCE MAIN �1" 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 CI ALL PIPE LOCATING WIRE DETAIL N.T.S. DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ'D #4 BARS ALL (SEE NOTE 1) AROUND SIZE OF VALVE 7 TYPE OF VALVE ` ' •,a : • ; ' ' SERVICE DIRECTION & N0. 4" OF TURNS TO ' OPEN VALVE BOX •: ':.' :. AND COVER e% '. '. , • +. ;; (TYP.) e. . 2500 P.S.I. CONCRETE MIN. UNIMPROVED CONDITION 3" DIA. BRONZE DISC ANCHORED IN CONC. PAD STAMP AS REQ'D. r •- TOP FLUSH WITH FINISHED GRADE ASPHALT SURFACE T BASE 1 T VALVE BOX 4" x 4" x 18" LONG AND COVER (MIN.) PRECAST POST (TYP-) WITH 3" DIAMETER BRONZE DISC SET IN IMPROVED CONDTITION GROUT AS SHOWN 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 N.T.S. SCH. 40 GALVANIZED PIPE AND FITTINGS PROVIDE TEMPORARY SUPPORTS AS REQUIRED. SET TOP OF VALVE BOX TO FINISHED GRADE CONCRETE COLLAR IN UNPAVED AREAS FINISHED GRADES I (SEE DETAILS) ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX 1 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•p•O p„pp°,p :° Or0 prp ------ -g°v 0. ---- p Oop Oop L Oe0 pep Oap O r0 pro O •O ro•O.o•O.p•Orp O.p°p•o•O•o•O• r0•D o0.O o°•p•O •p o0°pop° •O°OrOp°,Op°,Os 10•o O.o ..p•Orp Orp pa6 ^Orp•prp•p.o•O• • � 1 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 AND BOX DETAIL N.T.S. 12" TO 30" %3/4" HOSEBIBB o ABOVE W/VACUUM BREAKER 2" SCHD. 80 PVC. GRADE 2" SCHD. 80 PVC PRESSURE GAUG DOUBLE STRAP SADDLE =1I 2" CORP. STOP HYDRANT OPERATING NUT 2" CORP. STOP HOSE NOZZLE AS REQ'D. 24" SQUARE OR EXISTING a NEW WATER LINE ROUND AND 6" THICK PUMPER NOZZLE REINFORCED CONCRETE WATER LINE SHEAR PAD. SEE FACING STREET NOTE 1 -VALVE COLLAR FLOW 2 #4 AT 9" O.C. ALL T z (SEE DETAIL) AROUND 00 TIE-IN VALVE MUST BE CLOSED AND COMPACTED I m REMAIN LOCKED. CITY TO PROVIDE BACKFILL 1 w VA ES M J HYDRANT LOCKING MECHANISM. VALVE WILL BE SEE NOTE 2 A �- ANCHORING TEE OPERATED BY CITY PERSONNEL ONLY. NOTES: T ` 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. p�p,p"p•p• pro pro pr ,o 2. BACKFLOW PREVENTERS WILL NOT BE PROVIDED BY THE CITY.°A°'°°°°•°° °°e° •°°° •Or0°O.O •p.0.O•o•O •p •O•o•Or0• . °. p•O. 3. ALL BACKFLOW PREVETERS SHALL BE TESTED. 4. BACKFLOW PREVENTERS SHALL BE SCREENED FROM VIEW WITH MIN. 36" HIGH SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) SPACED 30" O.C. 6" BEDDING ROCK RESILIENT SEAT GATE FIRE HYDRANT VALVE AND BOX TEMPORARY JUMPER CONNECTION ASSEMBLY DETAIL (SEE DETAIL) N.T.S. N.T.S. CORPORATION STOP STOP (11- MIN.) (SEER NOTE 3) STOP (11 " CORPORATION MARK WITH WOOD PAINTED 1 BLUE &WITH 1 LOT NUMBERS z U-BRANCH FITTING /41. x 3/4'� CURB STOP TEE & WYE 2 EA. POLYETHYLENE POLYETEYLENE TUBING (1" MIN.) SINGLE METER BOX DOUBLE METER BOX (BY CITY) (BY WATER ) R METER SINGLE SERVICE DOUBLE SERVICE - CORPORATION STOP & FITTING (NORMALLY OPEN) AWWA TYPE CC THREADS TO METER BOX ASSEMBLY SADDLE �..- POLYETHYLENE 30 - 45 DEG. TUBING 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 :3TOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOT' PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. WATER SERVICE CONNECTION DECAL N.T.S. GATE VALVE - TEST COCK (TYP.) THREADED NIPPLE (TYP.) - 9" MIN. TYR FROM MAIN BACKFLOW PREVENTER IN ACCORDANCE WITH PLANS APPROVED BY THE CITY - GATE VALVE - UNION (2 REQUIRED) 0° BEND 2 REQUIRED) 19 90• BEND / 45• & 22� BEND RESTRAINED PIPE LENGTH (LINEAL FEET) PIPE SIZE TEE & WYE 90° BEND 45° BEND 22� BEND 11 � BEND 6 27 27 16 9 5 8 34 34 20 11 6 10 41 41 24 14 7 12 48 48 28 16 8 14 55 55 32 18 10 16 62 62 35 20 11 18 69 69 39 22 12 20 75 75 42 24 13 24 87 87 49 27 14 30 104 104 57 31 17 36 120 120 65 35 19 42 134 134 72 39 21 48 147 147 79 42 22 54 160 160 85 45 24 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. 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: 150 P.S.I.* SOIL DESIGNATION: 2000 PSF 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 JOINT DETAIL N.T.S. MAIN PLACE CONCRETE BLOCKING BELOW TAPPING TEE IF EXISTING MAIN DOES NOT HAVE SUFFICIENT STRENGTH TO 0 0 0 0 TAPPING VALVE & VALVE BOX SUPPORT TAPPING ASSEMBLY 0 O 0 (SEE VALVE & VALVE BOX DETAIL) 0 0 a000 TAPPING TE\-\ TO SERVICE EXIST. MAIN J UNDISTURBED SOIL REDUCED PRESSURE BACKFLOW PREVENTER N.T.S. A CONC. THRUST BLOCK e• TAPPING SLEEVE AND VALVE N.T.S. WM 6"+ NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR SEPARATION DETAIL PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; A HORIZONTAL �-„ 3'+°-••) DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY RAVITY SANITARY SEWER GRAVITY STORM SEWER WM O C�_ EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET ( BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE ♦ � 12"+ SANITARY SEWER 0 0 BE lLEAST STORM SEWER THE SEWERI• A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND OR RECLAIM MAIN THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR WM PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND A �•`- 6'+ - I HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM." [FAC 62-555.314(1); WM SANITARY FORCE MAIN EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)]. ui WM NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL OR CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL GRAVITY BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT 12"+ 3'+ SANITARY SEWER LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER GL WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER Lu FORCE MAIN STORM FORCE MAIN 6"+ GRAVITY SANITARY SEWER PIPELINE. [FAC 62-555.314(2); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)] OSANITARY RECLAIM MAIN AT THE UTILITY CROSSINGS DESCRIBED IN PART II.C.1.W ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR m m 99 9 !2 d N N � m o 0 0 z O - z w 0 U U U U > W � .r N � � 0 N d ui N N co r h 6 ¢cp o°�°too M p CD i CD O o 6 to co moo, uiU CL 6 onj `' N O°'to o -mac mmio` c U AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN 12„+ JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE CERTIFlCATES OF AUTHORIZA710N: EB7318 LB6680 LCO337 JBG BW MDS SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT WM REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. [FAC 62-555.314(2); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)] LU DES. DWN. I CHK PROJECT / FILE NO. RECLAIMED WATER SYSTEM SHALL BE IDENTIFIED AS REQUIRED. 12- 00131 WM ER do SEWER UNE SEPARATION DRAWING N0. N.T.S. ® WD -1 APPROVED: j5' JEfFB. g2ANT, PE 2/14/14 FLA. REgSTRA710N NO. 0. DATE DRAWN: N0. 70878 DATE : � CONCRI SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIIONS SHOWN IN UNPAVED AREAS. '-6" MIN. '-0" MAX. PER SPECIFICATIONS BENCHING PER SPECIFICATIC REINFORCEMENT AND JOINT DETAIL TO BE DESIGNED BY THE ENGINEER AND APPROVED BY THE CITY 9„ iWEL-FINISHED ICRETE BENCHING MANHOLE INECTION DETAILS MANHOLE FRAME & COVER (SEE STANDARD DETAIL) FRAMES BEDDED IN MORTAR 'K' _l 2 COURSES OF BRICK 4 COURSES (MAX.) w 5" 2'-0" - INSIDE WAL•�- 0 'o 4'-0" 5" MIN. a Of PRE -PRIMED JOINT SURFACES • - • a••r,a-a,-:.t•.a-:r;rar•a-•t-•t III BEDDING ROCK ' I 2" MIN. I CAST -IN -PLACE ( PRECAST MONOLITHIC 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. 4. SANITARY RECEIVING MANHOLE S-11 SHALL BE FIBERGLASS LINED. LINER SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM D-3753. PRECAST CONCRETE MANHOLE PLAN AND SECTION N.T.S. CROWN TRENCH IN UNIMPROVED AREAS 3 MIN.) SEE NOTE 8) COMMON FILL J N UNDISTURBED aSEH (SEE NOTE 3) PDX", a NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% 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. 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 MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. 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. OUTSIDE WALL PRE -PRIMED JOINT SURFACES PRE -MOLDED PLASTIC JOINT SEALER WITH PROTECTIVE WRAPPER (WRAPPER TO BE REMOVED) SQUEEZE -OUT - TEE ECAST HOLE ,: • , .: :. INFLUENT SEWER (SEE NOTE 3) - CONCRETE ENCASEMENT 6'` OF VERTICAL PIPE DROP PIPE ' :T CONNECTION ' (SEE NOTE 1) REQUIRED 90° BEND a• �_ 2" PRECAST STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DI (SEE NOTE PRECAST MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEEL PVC OR BAND 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 N.T.S. CROWN TRENCH IN I KtNI UNIMPROVED AREAS W (3" MIN.) (SEE TYPE B BBEDDING AND TRENCHING DETAIL FOR OTHER i RESTORATION.) COMMON FILL- Imn FINISHED GRADE PRIVATE RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER 2 - NON PENETRATIN PICK HOLES 2-7/8" ELEVATION PUBLIC (S-11 ONLY) /- MACHINED / MATING SURFACES \ `1-1/4" MAdHOLE FRAME AND COVER N.T.S. VARIES LOT LINE WYE WITH N 6" BRANCH J tA-Y N w 6" 45 ° mBEND � N z z Ot,. = z - '--REMOVABLE w CLEAN -OUT I? Lu U- SEE NOTE 1 PLUG z J 12" (TYP. ! z SELECTuj COMMON a SELECT COMMON- FILL DO z FILL ;` a uj w BEDDING ROCK 0- PIPE BEDDING (SEE NOTE 8 & 9) UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% 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. B. 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. MD TREENACHIINNGD D�'AIL N.T.S. PLAN SLOPE TO TERMINAL DEPTH AT 1.0% MIN. (TYP.) --, I ROTATE TERMINAL DEPTH 300 (lYP•) AS REQUIRED FOR (SEE NOTE 3) "HOUSE" SERVICE SEWER MAIN SIZE VARIES CLEAN -OUT (TYP.) WYE WITH SEE NOTE 1 6 BRANCH 6" 45° WYE WITH BEND 6" BRANCH 3- _ LOT LINE DOUBLE WYE FINISHED GRADE SPRING LINE SEWER MAIN (3 MIN.)(TYP.) I 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 N.T.S. cn J R W a m W Lll cn a I- Z a APPROVED: U) JEFFB. GRANT, PE FLA. REGISTRAi10N NO. N0. 70678 DATE m m m I2 N N D z O 0 a 0 - En w > 0 LL.I U Of v rl o N a) .5 G7 ui N Soo Q aj o°c°ZDo �Mo 0:0460 0 CIS VLL vioLL.m :E Mai co U (L 00 �� mwjoco E- o� mmmj U- c 0) U CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBG BW MDS DES I DWN. I CHK. PROJECT / FILE NO. 12- 00131 DRAWING NO. SD-1 _ DALE DRAWN: 2/14/14 16 38 TYPE D CURB FLORIDA TURNPIKE ROW 2' vT'i 10' LANDSCAPE BUFFER TYPE D CUR 20' n'p L PARKING STALL 3DECORATIVE .............. FENCE5 . . . .............. . S*--"--"*,�R-,'�,",,.�"k..-,"AT--"-'.."� 'R.ACT ........................ ... . .......... • GRADE PER PLAN F DOUBLE ROW SILT FENCE 2 MAX% 53' 100YR/24HR FLOOD EL. RETAINING WALL ',;-/--,, 5.0'± ..... ....... 11 .10' CONTROL EL. DESIGN BY OTHERS 12 .......... TYPE 'D' CURB 20' PARKING STALI 129.3' - 129.8' 2% MAX. It LANDSCAPE BUFFER MAGUIRE ROAD RIGHT OF WAY 20' UTILITY EASEMENT 5' 20' 6' SCREEN /-WALL SILT FENCE 20:1 6. 1 MAX. GUT - NORTHERN PROPERTY BOUNDARY 2 EASTERN PROPERTY BOUNDARY (DWESTERN PROPERTY BOUNDARY (W/ RETAINING WALL) N.T.S. N.T.S. MAGUIRE ROAD RIGHT OF WAY T- PARK PLACE APTS TYPE 'D' CURB 20' PARKING STALL ±1.25' SOD 1, 25' SOD PROP. RIGHT 0, TURN LANE 2. SIDEWALK 6' SCREEN . .......... (12. 0') WALL ASPHALT OVERLAP SILT FENCE GRADE PER GRADE PER PLAN 128.5 1.0• 2Y. SL. 1 MAX. 1Z MIN. 10. 1 MAX. MATCH EX. SL. PLAN 20 111 2MAX% ............... . .... . ...... . . ........ .... ...... ....... . ...... . ..... . ...... . ........ MINIMUM 2.5" STRUCTURAL ASPHALT. MINIMUM 1" FRICTION COURSE TYPE 'F' CURB 8" MIN. LIMEROCK BASE COMPACTED TO 98% & GUTTER MAX. DENSITY (AASHTO T-180) LBR 100 6" STABILIZED SUBGRADE UNDER CURB. 95% MAX. SAWCUT EX. PVMT. CONNECT DENSITY (AASHTO T-180). MIN. FBV OF 50 (TYP.) & MATCH TO EX. GRADE 12" STABILIZED SUBGRADE MIN. LBR 40 COMPACTED REMOVE EX. CURB- TO 95% MAX. DENSITY (AASHTO T-180). NOTE: THICKNESSES GIVEN ARE ARE MINIMUMS, EXISTING THICKNESSES SHALL BE MATCHED IF THICKER. MAGUIRE ROAD RIGHT TURN LANE & WESTERN PROPERTY BOUNDARY A PARK PLACE RETAIL LOTS 2 & 3 TO BE SEEDED AND MULCHED VARIES (±200') (TYPICAL) N.T.S. A PARK PLACE RETAIL LOTS 2 & 3 TO BE SEEDED AND MULCHED : 3:00 �11'-.11'11 11 1" . ZOL'tWALM 0 1 u zouu ............... . ........... GRADE PER SILT FENCE PLAN T"i' E 1Z MIN. :U! m SL ..... . ..... . .... . . ...... . .... ..... . ...... ........ .... . ...... . . .... TYPE V C LANDSCAPE TYPE 'D' CURB ISLAND TYPE 'D' 17' 13.67' -t 17' TYPE OD$ C 2% MAX. 2% MAX. CURB - < 'z 6" STABILIZED SUBGRADE UNDER CURB. MINIMUM 1" FDOT TYPE S-2 95% MAX. DENSITY (AASHTO T-180). ASPHALT CONC. (2-)Y' LIFTS MIN.) MIN. FBV OF 50. (TYP.) FRICTION COURSE 9.5 (TYP.) 8" SOIL -CEMENT BASE COURSE COMPACTED 12" STABILIZED SUBGRADE 95% MAX. TO 98% MAX. DENSITY (ASTM D-558). DENSITY (AASHTO T-180). 300 psi MIN. 7 DAY COMPRESSIVE STRENGHT. TOP 6" TO HAVE MIN. FBV OF 50. (TYP.) 6" LIFTS MAX. (TYP.) 7 ENTRANCE ROAD 5' 6' SCREEN WALL 20:1 Li MAX. (TyP :4 a va *eol z I By."I N.T.S. q 20' 11' 11' 20' PARKING STALL TRAVEL LANE TRAVEL LANE PARKING STALL TYPE 'D' TYPE CURB /-CURB 2% MAX. 2% MAX. 5 STABILIZED SUBGRADE UNIDER'W B MINIMUM 1" FDOT TYPE S-2 95% MAX. DENSITY (AASHTO T-180)..-,"'-'. ASPHALT CONC. (2-Y2" LIFTS MI MIN. FBV OF 50. (TYP.) FRICTION COURSE 9.5 (TYP.) 8" SOIL -CEMENT BASE COURSE COMPACTED TO 913% MAX. DENSITY (ASTM D-558). 12" STABILIZED SUBGRADE 95% 300 psi MIN. 7 DAY COMPRESSIVE STRENGHT. DENSITY (AASHTO T-180). 6" LIFTS MAX. (TYP.) TOP 6" TO HAVE MIN. FBV OF 5 TYPICAL _PARKING AISLE PARK PLACE ,rTYPE V CURB 1 20' PARKING ST E PER PLAN 2% MAX N.T.S. R/W 12.6'± SIDEWALK VARIES (6.0') MATCH MATCH EXISTING BACK EXISTING OF CURB GRADE 2Y. SL. 15-1 MAX GRADE EXISTING CURB (TYP.) TOMYN ROAD 61 SIDEWALK (TYPICAL) N.T.S. 'D' MAX. N.) 0. (TYP.) ca m t2 ao c, En Z 0 V) z w > 0 L.Lj TFFT----10 cl) z 0 U w cf) IL APPROVED: I JEFfERY B. GRANT, PE FLA. REGISTRATION NO. 70678 DATE k9 TYPE V C LANDSCAPE TYPE 'D' CURB ISLAND TYPE 'D' 17' 13.67' -t 17' TYPE OD$ C 2% MAX. 2% MAX. CURB - < 'z 6" STABILIZED SUBGRADE UNDER CURB. MINIMUM 1" FDOT TYPE S-2 95% MAX. DENSITY (AASHTO T-180). ASPHALT CONC. (2-)Y' LIFTS MIN.) MIN. FBV OF 50. (TYP.) FRICTION COURSE 9.5 (TYP.) 8" SOIL -CEMENT BASE COURSE COMPACTED 12" STABILIZED SUBGRADE 95% MAX. TO 98% MAX. DENSITY (ASTM D-558). DENSITY (AASHTO T-180). 300 psi MIN. 7 DAY COMPRESSIVE STRENGHT. TOP 6" TO HAVE MIN. FBV OF 50. (TYP.) 6" LIFTS MAX. (TYP.) 7 ENTRANCE ROAD 5' 6' SCREEN WALL 20:1 Li MAX. (TyP :4 a va *eol z I By."I N.T.S. q 20' 11' 11' 20' PARKING STALL TRAVEL LANE TRAVEL LANE PARKING STALL TYPE 'D' TYPE CURB /-CURB 2% MAX. 2% MAX. 5 STABILIZED SUBGRADE UNIDER'W B MINIMUM 1" FDOT TYPE S-2 95% MAX. DENSITY (AASHTO T-180)..-,"'-'. ASPHALT CONC. (2-Y2" LIFTS MI MIN. FBV OF 50. (TYP.) FRICTION COURSE 9.5 (TYP.) 8" SOIL -CEMENT BASE COURSE COMPACTED TO 913% MAX. DENSITY (ASTM D-558). 12" STABILIZED SUBGRADE 95% 300 psi MIN. 7 DAY COMPRESSIVE STRENGHT. DENSITY (AASHTO T-180). 6" LIFTS MAX. (TYP.) TOP 6" TO HAVE MIN. FBV OF 5 TYPICAL _PARKING AISLE PARK PLACE ,rTYPE V CURB 1 20' PARKING ST E PER PLAN 2% MAX N.T.S. R/W 12.6'± SIDEWALK VARIES (6.0') MATCH MATCH EXISTING BACK EXISTING OF CURB GRADE 2Y. SL. 15-1 MAX GRADE EXISTING CURB (TYP.) TOMYN ROAD 61 SIDEWALK (TYPICAL) N.T.S. 'D' MAX. N.) 0. (TYP.) ca m t2 ao c, En Z 0 V) z w > 0 L.Lj TFFT----10 cl) z 0 U w cf) IL APPROVED: I JEFfERY B. GRANT, PE FLA. REGISTRATION NO. 70678 DATE k9 cl) z 0 U w cf) IL APPROVED: I JEFfERY B. GRANT, PE FLA. REGISTRATION NO. 70678 DATE k9 CD C) cli LM Q) CC,,j CO m 1 (Dr aO (D cp 0 OD C\' E 0 CD CCU: � I " I - 060 10 .6 v = cu g CD 0-0 .2 -m C6 0 LL Co CD co ui CD cc%p mmiC? 0 j ca r- C:) u- e- CERMCAIES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBG BW MDS DES. OWN. CHK. PROJECT / RLE NO. 12-00131 DRAWING NO. TYP-1 DATE DRAW 17 OF 2/14/14 SH. 3 FINISHED GRADE NYLOPLAST CLEAN OUT END CAP ADJUST GRADE PER ENGINEERS PLAN 6" INJECTION MOLDED ST TEE INSERT INJECTION MOLDED, GASKETED SPIGOT BY BELL REDUCER PIPE DIA. PER PLAN ---\ ADS N-12 STD PIPE INJECTION MOLDED AT TEE FITTING ��i�l�l•1����iT�i•1:7�1�•1\ CONCRETE F SCHEDULE 4 STEEL PIPE. MEET APPLI( OR SPECIFIC FINISHED GRADE BUILDING FACE DOWNSPOUT ADAPTER SEE MECHANICAL PLANS *INJECTION CONNECTION MOLDED 90' BEND 6" ADS N-12 ST PIPE (TYP) OR EQUIVALENT ROOF DRAIN CLEANOUT DETAIL N.T.S. vIH. BOLLARD DETAIL ASPHALT N.T.S. 12" 6" , BASE COURSE - COMPACTED SUBGRADE EXIST. SUBGRADE CONNECTION TO EXI ST. SAWCUT & STRIP BACK EXIST. ASPHALT AND ROCKBASE AS SHOWN AND CONNECT TO EXIST. PAVEMENT rn - D EXIST. ASPHALT EXIST. BASE PAVEMENT DETAIL N.T.S. INTERNATIONAL SYMBOL OF ACCESSIBILITY U TYPE FLANGED GALV. STEEL SIGNPOST SET IN CONCRETE FOUNDATION OR GROUTED IN SIDEWALK FINISHED GRADE — NOTE: W THE CROSS SLOPE OF THE GUTTER SHALL HEN USED ON HIGH SIDE OF ROADWAYS, MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN. NOTE: USED AT MAGUIRE ROAD ENTRANCE WHERE NOTED TYPE "F" CURB AND GUTTER N.T.S. WHEELCHAIR RAMP /—SIGN NO. FTP — 25 mnv. W W I� I m m 1�y 4 4" 4,. 4„ 2" 2" HANDICAPPED SPACE STRIPING DETAIL SIGN NOTES: (90'PARKING) N.T.S. N.T.S. 1. ALL LETTERS ARE 1" SERIES "C", PER MUTCD. NOTE: 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE CRITERIA FOR PAVEMENT MARKINGS ONLY, BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. NOT WHEELCHAIR RAMP LOCATIONS. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) FOR RAMP CRITERIA, SEE ROADWAY DESIGN WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. INDEX NO. 304. 4. ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE. PAVEMENT MARKING FOR WHEELCHAIR RAMPS 5. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). HANDICAP PARKING DETAIL WALK WIDTH VARIES (SEE PLAN) 4" CONCRETE —I 6" COMPACTED BASE 95% AASHTO T-180 SIDEWALK NOTES: 1. ALL CONCRETE CURB AND SIDEWALKS SHALL HAVE A FULL 1/2" EXPANSION JOINT AT A MAXIMUM DISTANCE OF 40 LINEAR FEET AND A SAW CUT OR FORMED DUMMY JOINT AT EVENLY SPACED INTERVALS NOT TO EXCEED 5 LINEAR FEET FOR WALKS AND 10 LINEAR FEET FOR CURBS. 2. CONCRETE SHALL BE CLASS 1-3000 psi IN 28 DAYS. N. T. S. N.T.S. WALK WIDTH VARIES (SEE PLAN) 4" CONCRETE #3 REBAR(CONTINUOUS) 1 /4" PER FT. PACTED BASE 6'�/C�M 95% AASHTO T-180 6" 6" SIDEWALK W/ THICKEN EDGE 1" CAULK PER 1/2" CANE FIBER SAWCUT ARCH. REQ. EXPANSION JT. DEPTH = d /4 MATERIAL Ir d" 1/2" 8., CONCRETE 3000 PSI @ 28 DAYS NOTE: USED THROUGHOUT DEVELOPMENT TYPE i'D" CURB N.T.S. Ulm 4" LIMEROCK CURB COMPACTED TO AASHTO T-180 (LBR' NOTE: REFER TO FOOT INDEX NO. 300 FOR ADDITIONAL INFORMATION. NOTE: USED ACROSS MAGUIRE ROAD ENTRANCE 2' VALLEY GUTTER N.T.S. ice' At/e l iIP If. i`1`�f and, ��!U A Green to n. ,r . ll! klt 4.<ail5 �,er tc.11`r- Ec.0- t rr-t eC�',.arjmda p H�-a v !h tt f L!L I jr7L i I i f, h c ng vItl nl It rust, o r i c;t 7�ie . i is f 1+ r I! i1 ri .-ci. r torr c 51 Ilan' all stainless steet t;it. :Cs tc + .ar..'ta basi:r! v, I!.. in- L.II..i<.ir_.{.t , ofi J:f s.ao1.V._ ' �f7t ..!,..E,'. _ 4., t:�D If C)D I leh)s c or n x F.'II;h .._lit �i1"vtt.te r.aLI a t..:' A Ultra -Debris ScTeen, OverflowPort Model m. tu�ur� r [:,,I �r! flpr .+ IrnpedIe'a kA,,alp.r r""se,,,:.. CONTRACTION JOINT EXPANSION JOINT TYPICAL SIDEWALK CATCH BASIN DEBRIS SCREEN N.T.S. N.T.S. TO BE INSTALLED ON 01 PIPE OF CATCH BASIN BENEATH TRASH COMPA (D-79) APPROVED JEFFERY B. GRANT, PE 7067E FLA. REGISTRATION N0. DATE JTLET m m m m M d. N N 0 \_ \_ U7 Z O a c - rn w > � 8 W Q o CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LCO337 JBG BW MDS Rn V DES. OWN. CHK. PROJECT / FILE NO. Z 12- 00131 DRAWING NO. PDD-1 ® > a DATE DRAWN: 2/14/14 Q OF s,, - 3 8, GENERAL EROSION SITES 1. CONTRACTOR IS ADVISED THAT THE U.S. ENVIRONMENTAL PROTECTION AGENCY REQUIRES THAT ALL OPERATORS FILE A NOTICE OF INTENT (N01) FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION AC11VITY UNDER THE NPDES GENERAL PERMIT PRIOR TO BEGINNING WORK. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO OBTAIN THE SAME. IF NOT PROVIDED BY THE ENGINEER AND TO PROVIDE ALL REQUIRED MONITORING REPORTS. A COPY SHALL BE SENT TO THE ENGINEER OF RECORD, ARCHITECT OF RECORD AND THE OWNER. 2. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPOSED OF THIS DRAWING (SITE MAP), THE STANDARD DETAILS AND THE PLAN NARRATIVE INCLUDED IN SPECIFICATIONS PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 3. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH THE STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLU11ON PREVENTION PLAN AND BECOME FAMILIAR WITH THEIR CONTENTS. 4. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS INDICATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 5. BEST MANAGEMENT PRACTICES (BMP-S) AND CONTROLS SHALL CONFORM TO THE FDOT EROSION AND SEDIMENT CONTROL MANUAL, OR LOCAL REQUIREMENTS AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 6. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BUOYS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND U #> ` M N l a. F- W 2 25 W 0 a Z 0 Z o_ i Z W a. W IL IL Y Q a I M s 0 N N U W x L11 I 2...... ....... . .. F_ LEAKS. 10. DUST ON THE SITE SHALL BE CONTROLLED BY WATERING. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TONIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE INITIATED AS SOON AS PRACTICABLE. 13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 30 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. 14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS, REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. 15.IFTHE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 16. ALL MATERIAL SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 17. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 18. ON -SITE AND OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE TO WITH GENERAL PERMIT REQUIREMENTS. 19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 20. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) TO PREVENT EROSION. 21. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUNMOUS PAVING FOR ROAD CONSTRUCTION. 22. CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES AS NEEDED. 23. DEWATERING IS NOT ANTICIPATED FOR THE INSTALLATION OF UTILITIES. 24. ALL WORK SHALL BE IN COMPLIANCE WITH NPDES. MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLU11ON PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTEC11ON DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED SEDIMENT SHALL BE REMOVED FROM THE FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SLT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. i 5. THE TEMI''ORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING ON THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET :STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 507.. SEQUENCE OF CONSTRUCTION PHASE I 1. INSTALL !STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRU .,T THE SILT FENCES ON THE SITE. 4. CONSTRU,,",T THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. CLEAR AND GRUB THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 7. BEGIN GRADING THE SITE. PHASE II 1. TEMPORAI:tY SEED DEMUCKED AREAS. 2. INSTALL 1.111LITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITI: :. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE; GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED.) GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 INCH = 60 FEET Call two full business days (but not more than five) before digging to find out where buried facilities (electric, gas, telephone, cable, water) are located. It's the Lawl 1-800-432-4770 www.callsunshine.com FP&L (305) 347-3900 Sunshine State One Call of Flc TOWNSHIP23 S- RANGE29 E- SECTION 16 LOCATION MAP N.T.S. SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCEROUGH GRADE / SEDIMENT CONTROL MENEEMEMEMEEME ONE TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL �STORM FACILITIES TEMPORARY CONSTRUCTION ROADS �SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES 'FINISH GRADING LANDSCAPING / SEED FINAL STABILIZA11ON ■■■■■■■■■■■■■■■■■■ NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE SYMBOLS LEGEND ❑ ❑ ❑ BMP-1 SINGLE SILT FENCE PRE -DEVELOPMENT ACREAGE SUMMARY TOTAL IMPERVIOUS AREA 0.00 A.C. SEED & MULCH AREA 0.00 A.C. TOTAL DISTURBED AREA 0.00 A.C. TOTAL UNDISTURBED AREA 14.11 A.C. TOTAL PROJECT AREA 14.11 A.C. z Q a z O Z LU W cc a z DEVELOPER /OWNER O PARK PLACE AT MAGUIRE, LLC c/o SKORMAN DEVELOPMENT CORPORATION 6000 METROWEST BLVD., SUITE 111 ORLANDO, FL 32835 j CONTACT: MARK SKORMAN ..j SITE OPERATOR / GENERAL CONTRACTOR: O NAME--------------------------- 0. SUPERINTENDENT: cc NAME--------------------------- W H Q 5 O Iiiiii- APPROVED : U) JEFFERY B. GRANT, PE FLA. REGISTRATION NO. 70678 DATE 000000e M � V) z a 0 a o - 0 cn z > 8 0 W U U � o CD 0 N Uj s N � T > h �c� oor, as Oe (U- n = o to Y 00 U f1 OD N p�co cct� v 0 � U- c am U CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBG BW MDS DES, OWN. I CHK. PROJECT / FILE NO. 12- 00131 DRAWING NO. PPP-1 DATE DRAWN: 2/14/14 19 3 87, GENERAL EROSION SITES 1. CONTRACTOR IS ADVISED THAT THE U.S. ENVIRONMENTAL PROTECTION AGENCY REQUIRES THAT ALL OPERATORS FILE A NOTICE OF INTENT (N01) FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES GENERAL PERMIT PRIOR TO BEGINNING WORK. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN THE SAME. IF NOT PROVIDED BY THE ENGINEER AND TO PROVIDE ALL REQUIRED MONITORING REPORTS. A COPY SHALL BE SENT TO THE ENGINEER OF RECORD, ARCHITECT OF RECORD AND THE OWNER. 2. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPOSED OF THIS DRAWING (SITE MAP), THE STANDARD DETAILS AND THE PLAN NARRATIVE INCLUDED IN SPECIFICATIONS PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 3. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH THE STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND BECOME FAMILIAR WITH THEIR CONTENTS. 4. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS INDICATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 5. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO THE FDOT EROSION AND SEDIMENT CONTROL MANUAL, OR LOCAL REQUIREMENTS AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 6. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BUOYS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND M o........ i N 's - w LEAKS. 10. DUST ON THE SITE SHALL BE CONTROLLED BY WATERING. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TONIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE INITIATED AS SOON AS PRACTICABLE. 13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 30 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. 14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS, REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. 15. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 16. ALL MATERIAL SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 17. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 18. ON -SITE AND OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE TO WITH GENERAL PERMIT REQUIREMENTS. 19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE > , ; »,» 1wc RARY R » „ C N RUC11 E NCE 7�t & S Now RUNOFF VELOCITIES AND EROSION. 20.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) TO PREVENT EROSION. 21. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUNMOUS PAVING FOR ROAD CONSTRUCTION. 22. CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES AS NEEDED. 23. DEWATERING IS NOT ANTICIPATED FOR THE INSTALLATION OF UTILITIES. 24. ALL WORK SHALL BE IN COMPLIANCE WITH NPDES. MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLU11ON PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED SEDIMENT SHALL BE REMOVED FROM THE FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SLT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. W,,.,* - t � 1/ s c s ' k <,.. » ................................................................................... »... »,........... ............ _,,...,_...,,,. .............. »....»„ ».,..,».».» ...... r,»....,..,. ,,..... ....... _.......................... ..», ,,.. ». •»......................, ...,DO.U.@LE.:aZOViI S1LT.,r; . FENCE ........................... ...... __.... _... „»» .,,, TOP OF BANK . FLOATING TURBID I n, ALONG POND ..:::::.......:..�....._.»». ....:..... ..,..:. ,».:,..»: BARRIER (TYP.) FLOATING TURBIDITY BARRIER (TYP.) FLOATING TURBIDITY LATITUDE: 28'32'32.32"N BARRIER (TYP.) k _` " LONGITUDE: 81'32 23.24 W LATITUDE: 28'32 36.32 N LONGITUDE: 81'32'23.18"W LATITUDE: 28'32'39.02"N LONGITUDE: 81 '32'23.19"W 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING ON THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET :STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 507.. SEQUENCE OF CONSTRUCTION PHASE I 1. INSTALL :,TABILIZED CONSTRUCTION ENTRANCES. 2. PREPARETEMPORARY PARKING AND STORAGE AREA. 3. CONSTRU,C;T THE SILT FENCES ON THE SITE. 4. CONSTRU,'::T THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. CLEAR AND GRUB THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 7. BEGIN GRADING THE SITE. PHASE II 1. TEMPORAI°2Y SEED DEMUCKED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL f`dP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE:. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE: GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE i'11L TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED.) GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 INCH = 60 FEET TOWNSHIP23 S- RANGE29 E- SECTION 16 LOCATION MAP N.T.S. SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SQ --�w a • • . GRADE SEDIMENT CONTROL MEMEMEMENE ONE STORM'ROUGH TEMPORARY- ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES ;FINISH GRADING LANDSCAPING / SEED FINAL STABILIZATION ■■■■■■■■■■■■■■■■■■ NOTE:• •- TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SYMBOLS LEGEND ❑ o - BMP 1 SINGLE SILT FENCE �--�-0 FLOATING TURBIDITY BARRIER ® BMP-2 ROCK BAGS (USED ON ASPHALT SURFACES) BMP-3 SILT FENCE PROTECTION AROUND INLETS PRE -DEVELOPMENT ACREAGE SUMMARY TOTAL IMPERVIOUS AREA 10.18 A.C. SEED & MULCH AREA 4.02 A.C. TOTAL DISTURBED AREA 14.11 A.C. TOTAL UNDISTURBED AREA 0.00 A.C. TOTAL PROJECT AREA 14.11 A.C. z `W I • L_J m m 9 tM 0 rn a 0 o a o z o - w 0 V z U U cn W N � Q 5 5 It ODRANiNG H APPROVED : Cl) CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBG BW I MDS DES. DV CHK. PROJECT / FILE NO. 12- 00131 N0, PPP-2 DATE DRAWN: 2/14/14 OF 120 SH. 38 FLA. REGISTRATIOJEFFER. B. GRANT, PE 7067E DAB : STEEL OR WOOD POST STEEL OR _ WOOD POST 36" HIGH MAX 2" EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT FILTER FABRIC ,--- ATTACH SECURELY TO UPSTREAM SIDE OF POST RUNOFF 4" X 6" TRENCH WITH COMPACTED BACKFILL STANDARD DETAIL (TRENCH WITH NATIVE BACKFILL) SEE BELOW FOR PROTECTION AT TOE OF SL( SECTION AA FLOW 10 FT MAX SPACINGS WITH WIRE SUPPORT FENCE 6 FT MAX SPACING WITHOU NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF —SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. ALTERNATE DETAIL (TRENCH WITH GRAVEL) SILT FENCE INSTALLATION N.T.S NOTE: WHERE THE SLOPE LENGTH EXCEEDS 25 FEET, CONSTRUCT ONE ROW OF BAG BARRIERS AT 0% LONGITUDINAL GRADE MIDWAY UP THE SLOPE. CONSTRUCT TWO ROWS OF BAG BARRIERS WHERE THE SLOPE LENGTH EXCEEDS 50 FEET OPEN RISER TEMP. DRAIN ROCK BAGS PARTIAL INLET -NLET utt PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS 1 1 DRIVE BOTH POSTS ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP SILT FENCE ATTACHMENT DETAIL N.T.S / 2SIE & CURB & GUTTER _R ROCK BAGS COMPLETED INLET DITCH DITCH DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES EDGE OF SHOULDER, GRADE VARIES 0% GRADE, LENGTH VARIES ALONG FILL SLOPE 0 L� U-i 50' ON AS REQUIRED CENTERS (TYP.) -■ ■ ■ ■ I PLAN TOE OF SLOPE OR DITCH BOTTOM, GRADE VARIES ELEVATION FLOW PLAN NATURAL GROUND 6, FILL SLOPE FILL SLOPE ELEVATION ELEVATION TO BE USED WHERE THE NATURAL GROUND TO BE USED WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE SLOPES AWAY FROM THE TOE OF SLOPE AT TOE OF SLOPE BARRIERS FOR FILL SLOPES SAND BAGS 05 Fm WOVEN FILTER FABRIC IN ABSENCE OF ESTABLISHED GRASS (APPROX. 12' SECURE EDGES BY ENTRENCHING At EXTEND UNDER BAGS. FABRIC SHALL MEET THE REQUIREMENTS OF SECTION 985 OF THE STANDARD SPECIFICATIONS. PLAN RAIL POST �1'MIN. RECOMMENDED ANCHOR TOP BAILS TO LOWER BAILS WITH 2 STAKES PER BAILS ELEVATION TYPE II BARRIERS LAYOUT DETAIL N.T.S 0 z P Ln X w PLAN ELEVATION TYPE I NOTES FOR BARRIERS 1. TYPE I AND II BARRIERS SHOULD BE SPACED IN ACCORDANCE WITH SPACING CHART. 2. SYNTHETIC BALES, ROCK BAGS, OR WADDLES SHALL BE TRENCHED 3" TO 4" AND ANCHORED WITH 2 — 1" X 2" (OR 1" DIA.) 4' WOOD STAKES. STAKES OF OTHER MATERIAL OR SHAPE PROVIDING EQUIVALENT STRENGTH MAY BE USED IF APPROVED BY THE ENGINEER. STAKES OTHER THAN WOOD SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. 3. RAILS AND POSTS SHALL BE 2" x 4" WOOD. OTHER MATERIALS PROVIDING EQUIVALENT STRENGTH MAY BE USED IF APPROVED BY THE ENGINEER. 4. HAY BALES ARE NOT TO BE USED. 5. ADJACENT SYNTHETIC BALES, ROCK BAGS, OR WADDLES SHALL SHALL BE BUTTED FIRMLY TOGETHER. SUPPLI WHEELS NOTE: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF—WAY. ONTO PUBLIC RIGHTS —OF —WAY. THIS MAY REQUIRE TOP 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE DRESSING, REPAIR AND/OR CLEANOUT OFANY MEASURES ON AN AREA :STABLIZED WITH CRUSHED STONE THAT USED TO TRAP SEDIMENT. DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 1' MIN. RECOMMENDED *NOTE: HAY BALES NOT TO BE UTILIZED AS AN EROSION CONTROL MEASURE. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% SECTION 'A —A' NOTE: USE SANDBAGS, OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. GREATER riLIcR rMdRIC GENERAL NOTES TEMPORARY ACCESS ROADS AND PARKING AREAS: 1. TEMPORARY ROADS SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPES SHOULD NOT EXCEED 10 PERCENT. 2. TEMPORARY PARKING AREAS SHOULD BE LOCATED ON NATURALLY FLAT AREAS TO MINIMIZE GRADING. GRADES SHOULD BE SUFFICIENT TO PROVIDE DRAINAGE BUT SHOULD NOT EXCEED 4 PERCENT. 3. ROADBEDS SHALL BE AT LEAST 14 FEET (5.5 m) WIDE FOR ONE—WAY TRAFFIC AND 20 FEET (8 m) WIDE FOR TWO—WAY TRAFFIC. 4. ALL CUTS AND FILLS SHALL HAVE SIDE SLOPES THAT ARE STABLE FOR THE PARTICULAR SOIL. SLOPES OF 2:1 OR FLATTER ARE RECOMMENDED FOR CLAY SOILS, AND SLOPES OF 3:1 OR FLATTER ARE RECOMMENDED FOR SANDY SOILS. 5. STORMWATER SYSTEM SHALL BE PROVIDED AS NEEDED AND SHALL BE DESIGNED AND CONSTRUCTED ACCORDING TO APLICABLE REGULATIONS. 6. THE ROADBED OR PARKING SURFACE SHALL BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. 7. A 6 INCH (15 cm) COURSE OF FDOT NO. 1 AGGREGATE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE COMPLETION OF UTILITY INSTALLATION WITHIN THE RIGHT—OF—WAY. FILTER FABRIC MAY BE APPLIED TO THE ROADBED FOR ADDITIONAL STABILITY ACCORDING TO THE FABRIC MANUFACTURER'S SPECIFICATIONS. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N.T.S. U) J Q W J 0 z 0 Z 0 t) 0 cc APPROVED JEFFERY B. GRANT, PE W FLA. REGISTRATION NO. 70676 DATE M d O 000 \ c�V) z � a o 0 0 — En z w > U 0 U,Jof CD 0 N d N ocoo N O �C\J CO p �`a �r � a cm OD cn o u- °> UL CC cYcE UcL _ n. Cp t " cm O�0 c a o o� U- c a) U CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JBG BW MDS DES DWN. CHK. PROJECT / FILE NO. 12— 00131 DRAWING NO. ECD-1 _ DATE DRAWN: oP 2/14/14lsi-,,`38,21 I SEE SHEET LNP-4 FOR CONTINUATION Z O I— Z Z V O T e a. Z F- W W ' v+ W W C0 Z O Z Z U O U- CM a J UU Z C0 W Uj BEFORE U DIG www.calisunshine.com PLANT 5GHEDULE TREES CODE BOTANICAL/COMMON CH Chamaerops humills / Mediterranean Fan Palm 0 CS Cupressus sempervlrens / Italian Cypress ED Eloeocarpus decip►ens / Japanese Blueberry Tree LIN Lagerstroemia Indica 'Natchez' LIT Lagerstroemia Indica 'Tuscarora'/ Grape Myrtle LJ Ligustrum japonicum / Japanese Privet LC Llvlstono chinensis / Chinese Fountain Palm GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 INCH = 30 FEET ® MG Magnolia grandiflora 'Brackens Brown Beauty' / Bracken's Southern Magnolia M6B Magnolia grandiflora 'Brackens Brown Beauty' / Brackens Southern Magnolia • PD Phoenix dactylifera 'Medjool' / Date Palm 0 PR Phoenix roebelenll / Pygmy Date Palm • QV Quercus virglnlano 'Cathedral' / Cathedral Live Oak RE Rhapis excelso / Lady Palm SP Sabai palmetto / Cabbage Palmetto WB Wodyetia bifurcate / Foxtall Palm WB5 Wodyetia bifurcate / Foxtail Palm SHRUBS CODE BOTANICAL/COMMON GF Cordyilne fruticoso 'Red Sister' / Red Ti CA Crinum augustum 'Queen Emma' / 'Queen Emma' Crinum 0 PM Podocarpus macrophylius / Yew Pine 0 VS Viburnum suspensum / Sandankwa Viburnum SHRUB AREA5 CODE BOTANICAL/COMMON PA Agoponthus praecox orientails / Lily of the Nile vvvv vvvv vvvv 5A Annuals spp. / Seasonal Annuals AE Aspldistro elotlor / Cast Iron Plant BF Bulbine frutescens / Stalked Bulbine CV Codiaeum varlegatum 'Mammey' / Mammey Croton ® DV Dietes vegeto /White African Iris E6 Evolvulus glomerotus / Blue Daze IS Ilex vomltoria 'Stokes Dwarf' / Dwarf Youpon ® MC Muhlenbergia capilloris / Pink Muhly MF Myrclonthes frogrons / 5impson's Stopper ® NE Nephrolepls exaltota / 5word Fern RI Rhophiolepis indica / Indian Hawthorn RD Rhododendron azalea 'Duc de Rohan' / Azalea RA Rhododendron azalea 'Fashion' / Azalea RS Rosa shrub 'Knock Out' / Knock Out Rose SV 5cheff[era orboricolo 'Voriegota' / Dwarf Variegated Schaff [era ® TA Trochelospermum aslaticum 'Aslatic' / Asiatic Jasmine TF Trlpsacum fioridanum / Florida 6amogross Z a VO Viburnum obovotum / Walter's Viburnum 0. ZF Zomlo floridana / Coontle W 0. GROUND COVERS CODE BOTANICAL/COMMON 500 Stenotophrum secundatum / St. Augustine 6rass Q APPROVED: OHN P.GORHAMP.GORHAM FLA. REGISTRATION N0. LA0001237 DATE : M d ODD \_ \_ (n o Z � a O o�— En W W W > 0 Lv U 0 0 C/) C N OC) � n � N O � CO E a CNM O Cj p - cc M LL O E c0 Y ib U a- cm L � N Q �(o C: ca 3: o �r 0 c U CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LCO337 MDS BW DES. DWN. CHK. PROJECT / FlLE NO. 12-00131 DRAWING NO. LNP-2 DATE DRAWN: 2/14/14 IZ3 38 , SEE SHEET LNP-5 FOR CONTINUATION `P� a,.. .8:. e1 s BEFORE YOU DID www.callsunshine.com PLANT SGHF-DULE- M M. m M M o ro W \ o Z O ao— N z w > 0 v W GRAPHIC SCALE o: 0 15 30 60 INN tM \ ( IN FEET) N 1 INCH = 30 FEET TREES CODE BOTANICAL/COMMON CH Chamaerops humilis / Mediterranean Fan Palm 0 CS Cupressus sempervlrens / Italian Cypress ED Elaeocarpus decipiens / Japanese Blueberry Tree LIN Lagerstroemla Indica 'Natchez' LIT Lagerstroemia Indica Tuscarora'/ Grape Myrtle LJ Ligustrum japonicum / Japanese Privet LC Llvistona chinensls / Chinese Fountain Palm ® MG Magnolia grandiflora 'Brackens Brown Beauty' / Bracken's Southern Magnolia C—) MGB Magnolia grandiflora 'Brackens Brown Beauty' / Bracken's Southern Magnolia PO Phoenix dactylifera 'Medjooi' / Date Palm 0 PR Phoenix roebalenil / Pygmy Date Palm QV Qvercus virginiana 'Cathedral'/ Cathedral Live Oak RE Rhapis excelso / Lady Palm 5P 5abal palmetto / Cabbage Palmetto AB Aodyetia bifurcate / Foxtall Palm A55 Aodyetia bifurcate / Foxtail Palm SHRUBS CODE BOTANICAL/GOMMON 0 CF Cordyllne fruticosa 'Red Sister' / Red TI 0 CA Crinum augustum 'Queen Emma' / 'Queen Emma' Crinum 0 PM Podocarpus macrophyllus / Yew Pine 0 VS Viburnum suspensum / Sandankwa Vlburnum SHRUB AREAS CODE BOTANICAL/COMMON PA Agapanthus praecox orientalis / Lily of the Nile vvvv v v v v I SA Annuals spp. / Seasonal Annuals vvvv AE Aspidistra elatlor / Cast Iron Plant BF Bulbine frutescens / Stalked Bulbine CV Codiaeum varlegatum 'Mammey' / Mammey Croton ® DV Dletes vegeta / Mite African Iris EG Evolvulus glomeratus / Blue Daze IS Ilex vomitorla 'Stokes Dwarf'/ Dwarf Youpon ® MC Muhlenbergla coplllaris / Pink Muhly MF Myrcianthes fragrons / Simpson's Stopper ® NE Nephrolepls exaltoto / Sword Fern RI Rhaphiolepis Indica / Indian Hawthorn RD Rhododendron azalea 'Duc de Rohan' / Azalea RA Rhododendron azalea 'Fashion' / Azalea R5 Rosa shrub 'Knock Out' / Knock Out Rose SV Schefflera arboricola 'Varlegata' / Dwarf Variegated Schefflera ® TA Trachelospermum asiaticum 'Asiatic,'/ Asiatic Jasmine �TF Trlpsacum fioridonum / Florida 6omagrass Z a VO Viburnum obovatum / Halter's Viburnum j ZF Zamia floridano / Coontle W GROUND COVERS CODE BOTANICAL/COMMON j h SOD Stenotaphrum secundatum / St. Augustine Grass a APPROVED : _JOHN P. GORHAM j FLA. REGISTRATION NO.LA0001237 DATE 0 0 N 0) C CM0000 !� d7 Q M O � � O ch q �� Or O� a� 0 m T� LL . E C Y (10 U LL 00 Co LL U CERTIFICATES OF AUTHORIZATION: E87318 LB6680 LCO337 MDS I BW DES. DWN. I CHK. PROJECT / FILE NO. 12- 00131 DRAWING NO. LNP-3 DATE DRAWN: 487 2/14/1424 .•. _.. _..... .. _...... .. _..:::: �::.::: _ _ ...._ __._ __... _......... �......_ _ �.............m — ....... �..... __._ ..........._ ..__...........-_ __._ ..�........ _................ ._.__ ............. ..... ........................... SDO s, f w ...... ..,.,, »,.,.:..:.,....,...........», »» »»»»»» „»,» .,,».:....::.......... _.. ,. . WL ate:. •--�-•.......... _ n�:.... ..... a.rw .... �G ..... _.... _._............... _- ............... ....... _�__.......... ......... _ W....... _......._ _ _ PROPOSED MASONRY WALL WITH DEVELOPMENT SEE HAR BCAfRE _.................... .................... ._.._...... _m.—.--fDL—ANS -F6R DETA;fit:&. SIGNAGE BY OTHERS. PROPOSED MASONRY IALL WITH DEVELOPMENT NACRE. SEE HARDSCAPE PLANS FOR DETAILS. SIGcNAGE BY OTHERS. PROPOSED LANDSCAPE BUFFER WITH Io' MASONRY WALL. SEE HARDSCAPE PLANS FOR DETAILS. PROPOSED DECORATIVE RAIL DOUBLE AUTO GATE. SEE HARDSCAPE PLANS FOR DETAILS. SEE SHEET LNP-2 FOR CONTINUATION M M. m m M N N o Z O 0 0 - cn z W W GRAPHIC SCALE it 0 15 30 60 ( IN FEET) N 1 INCH = 30 FEET PLANT SCHEDULE TREES CODE BOTANICAL/COMMON 0 CH Chamaerops humiile / Mediterranean Fan Palm (D 05 cupressus sempervirens / Italian Cypress 0 ED Elaeocarpus declpiens / Japanese Blueberry Tree LIN Lagerstroemla Indlca 'Natchez' LIT Lagerstroemia Indlca 'Tuscarora'/ Grape Myrtle LJ Ligustrum japonicum / Japanese Privet LC Livistona chinensis / Chinese Fountain Palm O,e MG Magnolia grandiflora 'Brackens Brown Beauty' / Bracken's Southern Magnolia MGB Magnolia grandiflora 'Brackens Brown Beauty' / 5racken's Southern Magnolia PIP Phoenix dactyllfera 'Medjool' / Date Palm 0 PR Phoenix roebelenli / Pygmy Date Palm OV Giuercus vlrgfnlana 'Cathedral' / Cathedral Live Oak Z RE Rhapis excelso / Lady Palm O SP Sobal palmetto / Cabbage Palmetto WB Wodyetla bifurcate / Foxtail Palm Z WB5 Wodyetla bifurcata / Foxtail Palm Z O SHRUBS CODE BOTANICAL/COMMON V @ CIF Cordyllne fruticoso 'Red Sister' / Red TI Ir OGA Grinum augustum 'Queen Emma' / 'Gtueen Emma' Grinum LL Lc) 0 PM Podocarpus macrophyllus / Yaw Pine d. Z V5 Viburnum suspensum / 5ondankwo Viburnum .J SHRUB AREAS CODE BOTANICAL/COMMON Uj LLI PA Agapanthus praecox orlentolis / Lily of the Nile U) W vvvv v v v v 5A Annuals spp. / Seasonal Annuals W vvvv N AE Aspfdistra elatior / Gast Iron Plant BF Bulbfne frutescens / Stalked Bulbine cV Godiaeum vorlegatum 'Mammey' / Mammey Groton ® DV Dietes vegeta /White African Iris EG Evoivulus glomerotus / Blue Daze 1\\\\l IS Ilex vomitories 'Stokes Dwarf' / Dwarf Youpon ® MG Muhlenbergia cap►llarls / Pink Muhly MF Myrclanthes frograns / Simpson's Stopper ® NE Nephrolepis exaltata / Sword Fern i RI Rhaphlolepis Indlca / Indian Hawthorn RD Rhododendron azalea 'Due, de Rohan' / Azalea RA Rhododendron azalea 'Fashion' / Azalea IRS Rosa shrub 'Knock Out' / Knock Out Rose 5V Schefflera arboricolo 'Variegate' / Dwarf Variegated Schefflera ® TA Trachelospermum asiaticum 'Asiatic'/ Asiatic Jasmine TF Tripsacum florldanum / Florida Gamagrass VO Viburnum obovotum / Walter's Viburnum ZF Zomia f lorldana / Goontie GROUND COVERS CODE BOTANIGAL/COMMON ;r irk SOD Stenotaphrum serundatum / St. Augustine Grass wz;a;• APPROVED : JUHN N. QQHHAM FLA. REGISTRATION No. LA0001237 DATE ; Z a J W a a V 0 Z Q 0 0 N Cl) Uj N 00 Q � orc-0 m o �� & �MC,C rn � g ai vi 0 U- m ti e� o c 00 C L N Q ram- CO o a 0 It U cERnncATEs OF AuiwRmAnoN: EB7318 LB6680 LC0337 MDS BW DES DWN. CHK. PRO,ECT / FILE NO. 12- 00131 DRAWING NO. LNP-4 DATE DRANK: 25 OF 2/14/14 S,, 38 Z O Q Z F- Z O U O d' Id. —j I — III U.1 U) i SEE SHEET LNP-3 FOR CONTINUATION PLANT SCHEDULE TREES CODE BOTANICAL/COMMON CONT. SIZE GCH Ghamaerops humills / Mediterranean Fan Palm FG 0 05 Cupressus sempervlrens / Italian Cypress 50901 ED Elaeocorpus decipiens / Japanese Blueberry Tree 50g LIN Logerstroemlo indlca 'Natchez' 65901 LIT Logerstroemia indlca 'Tuscarora'/ Grape Myrtle 30 gal LJ .Ligustrum japonfcum / Japanese Privet F6 • LC Livistono chinensis / Chinese Fountain Palm F6 o MG Magnolia grandiflora 'Brackens Brown Beauty' / Bracken's Southern Magnolia 659 - 3"cal. M613 Magnolia grandiflora 'Brackens Brown Beauty' / Bracken's Southern Magnolia F6 PD Phoenix dactylifera 'Medjool' / Date Palm FG 0 PR Phoenix roebelenif / Pygmy Date Palm FG 0 QV Quercus virginiona 'Cathedral' / Cathedral Live Oak 659 - 3'cal. .�a RE Rhopis excelsa / Lady Palm 25 gal SP Sobal palmetto / Cabbage Palmetto FG G AB INodyetia bifurcate / Foxtail Palm FG <* WBS INodyetio bifurcate / Foxtall Palm F6 m m M M 0) d N N 000017� \ \_ N o Z O 0 0 — 12 Z z z w w > GRAPHIC SCALE 0 15 30 60 M ( IN FEET) N 1 INCH = 30 FEET DIMENSIONS 10' OAH, MT 5-9 Heads Min 10' O.A.H., MATCHED 8' O.A.H., FTB 14' ht x 6' sprd 10' ht x 5' sprd 10' ht. X 10' sprd. Min. 8' G.T. 12' ht x 6' sprd 22' Min. O.A.H., RP6 Min. 12' G.T. Min. 8' OAH 12' ht x 6' sprd 6' OAH Min. 10', 14', 18' ht. stogr. 15-18' OAH, TP TRUNK I5'-20' OAH Min. 55 CODE :BOTANICAL/COMMON CONT. SIZE DIMEN51ON5 GF s'ordyline frutlooso 'Red Sister' / Red Tf 5901 GA ,:;rinum ougustum 'Queen Emma' / 'Queen Emma' Crinum 15 gal 4' OAH 0 PM i1Dodocarpus mocrophyllus / Yew Pine 5 gal 25" ht. X 14" spr. 0 V5 Viburnum suspensum / 5andankwa Viburnum 3 gal 24"htxl8"sprd. SHRUB AREAS CODE 1;30TANIGAL/COMMON CONT. 51ZE DIMENSIONS PA Ngapanthus praecox orientalis / Lily of the Nile I gal® 18" or, 12", Full vvvv v v v v 5A Nnnuols app. / Seasonal Annuals 6" pot a 12" or, Full vvvv AE :Nspidistra elatior / Gast Iron Plant 3 gal® 50" or, 24" ht. Full BF 1.3ulbine frutescens / Stalked Bulbine I gala IS" oc. 12", Full CV 1:;:odiaeum varlegatum 'Mammey' / Mammey Groton 5 gala 50" or, 15" ht X 15" sprd. ® DV %;)fetes vegeto / White African Iris I gala 24" or, IS" Full E6 I.volvulus glomeratus / Blue Daze I gala 24" or, Full IS Ilex vomitorlo Stokes Dwarf'/ Dwarf Yaupon 3 gala 50" or, 15" ht X 15" sprd. ® MG t4uhlenbergla capillaris / Pink Muhly B gala 50" or, 24" ht. Full ;`. MF 14yrcianthes frogrons / 5lmpson's Stopper 5 gala 56" or, 24"ht. X 15" sprd. ® NE Nlophrolepls exaltata / Sword Fern I gala 50" or, 16" Full RI 11.hophiolepis indlca / Indian Hawthorn 3 gala 50" or, 12"ht x 12"sprd RID F hododendron azalea 'Duc de Rohan' / Azalea 3 gala 50" oc IS"ht. x 18"sprd. RA F:hododendron azalea 'Fashion' / Azalea 3 gala 50" or, 15" ht X 15" sprd. El RS F:oso shrub 'Knock Out'/ Knock Out Rose 3 gala 50" or, 24"ht. X 18" sprd. 5V :achefflera arboricolo 'Varlegoto' / Dwarf Variegated Schefflera 3 gala 50" oc 18"ht. x 18"sprd. QTY 4 34 2 28 IS 18 8 I I 7 8 35 14 54 28 125 415 QTY. 1,521 465 40 1,042 515 418 26'T 1,456 1,445 495 164 -108 Mcl 150 225 566 Z ® TA T'rachelospermum aslaticum 'Aslotfc' / Asiatic Jasmine I gala IS" oc Full 5,481 a TF Tripsocum floridonum / Florida 6amagross 1 gala 30" oc 24" ht. Full 521 0 N .B W � N 00 00 T Q CD CD 000 E U 1010 � M oco CD .o a> LL_ m LL 'E m -00 C5 UD_ co "� N Q _CD(D � O 0 LL c (D LtJCERTIFICATES OF AUTHORIZATION: VO \Viburnum obovotum / Walter's Viburnum 3 gala 30" oc 15" ht x 15" sprd. C105 a. EB7318 LB668O LCO337 a MDS BW OES OWN. I CHK. ZF i;amla floridana / Goontfe 3 gala 24" oc 18"ht. x 18"sprd. 438 PROJECT /FILE N0. to 12- 00131 GROUND COVERS CODE E30TANIGAL/COMMON CONT. SIZE DIMENSIONS QTY o DRAWNG NO. .��_,�•� Z ;; x nraa SOD Stenotophrum secundatum / 5t. Augustine Grass Sod 6"1,321 sf LNP- 5 DATE DRAWN: APPROVED : _JOHN P. GORHAM 26 OF FLA. REGISTRATION NO. LA0001237 DATE : 2/14/14 194!,, 38 FL ORAN 1' NYL (3 BE 1 11 /f/ 1 11 1 � • - • - � 1� 1 1i / � 1 1 � � --• %�--�J�►�%''/ (2" cal. and over) LARGE TREE PLANTING DETAIL N.T.S. 1' NYL (3 FL ORAN BE 09 DO NOT CUT LEADER PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING AS DIRECTED BY THE LANDSCAPE ARCHITECT PROTECT TREE WITH BURLAP 2"x4"X8'-0" STAKE MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. (2" cal. and under) SMALL TREE PLANTING DETAIL DO NOT CUT LEADER PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING AS DIRECTED BY THE LANDSCAPE ARCHITECT PROTECT TREE WITH BURLAP 2"x4"X8'-0" STAKES (3 PER TREE) MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2- ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. MULTI- TRUNK AND SMALL TREE (2" cal. and under) PLANTING DETAIL - CH, 3" DEEP SPEC.) KFILL MIX SPECIFIED SHRUB GROUNDCOVER SPACING PLANTING DETAIL_ 2I ES TO NS METAL STRAPS SECURING 2"x4"x12" WOOD BATTENS MIN 5 LAYERS BURLAP TOE NAIL BRACES TO 2"X4" WOOD BATTENS 1/2"x2' FLUORESCENT ORANGE MARKER 2"x4" WOOD BRACE AT EQUAL SPACING (3 PER TREE) MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. 2"x4"x12" FOOT STAKE, FOR SOFT SOIL CONDITIONS SUCH AS SAND BURIED 3 FT. BELOW GRADE BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. ♦lln ♦111,1111, IN1 . HURRICANE CUT FRONDS METAL STRAPS SECURING 2"x4"02" WOOD BATTENS MIN 5 LAYERS BURLAP TOE NAIL BRACES TO 2"X4" WOOD BATTENS 1/2"x2' FLUORESCENT ORANGE MARKER 2"x4" WOOD BRACE AT EQUAL SPACING (3 PER TREE) MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. 2"x4"x12" FOOT STAKE, FOR SOFT SOIL CONDITIONS SUCH AS SAND BURIED 3 FT. BELOW GRADE BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. PALM PLANTING DETAI 0 � o o�0 o���oooo 000 0 000 00 ° o �b 0o o c 0 �O�Oo 0 9)0 a - r) n.) (y ow, NO ENTRY OR STORAGE NO DRIP LINE ENCROACHMENT 4' HT. BARRICADE FENCE OF ORANGE "TENSOR" HIGH VISIBILITY MESH. 2"x4" MIN. WOOD POST AT DRIP LINE TREE PRESERVATION = ♦ 0 er ♦ . . A MULCH, 1" DEEP ON ROOT ZONE 3" BASIN FOR WATERING. MULCH, 3" DEEP SET CROWN OF ROOT BALL 0'-1" ABOVE SURROUNDING FINISH GRADE. PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION. AFTER PLANTS HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED FOR UNIFORMITY. BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. SHRUB PLANTING DETAIL N.T.S. GENERAL NOTES: I. PLANT MATERIAL: Ali plant material shall be Florida 01 or better as established by "Graders and Standards for Nursery Plants" of the state of Florida, Department of Agriculture. 2. All trees, shrubs and groundcovers shall be of the sizes as specified in the Plant List. 3. Quantities listed on the the Plant List are for estimating purposes. Contractor shall verify all quantities. Mulch, topsoil, fertilizer, etc. shall be included in the unit cost of the plants. 4. Where there To a discrepancy either In quantities, plant names, sizes or specifications betwaaen the plan or plant list, the plan takes precedence. 5. All planting beds and water basins for trees shall be covered with a 3" minimum depth of c:,hredded eucalyptus or pine bark mini nuggets. 6. The Planting Plan shall be installed in compliance with all existing codes and applicable deed restrictions. 1. SOD: All areas not used for buildings, vehicular use areas, walks or planting beds shall be grassed. Grassing shall extend to any abutting street pavement edge and to the mean high waterline (,,)f any abutting canal, lake or waterway. Shade Tolerant Sod areas indicated on plans shall be sodded with St. Augustine Seville. S. PLANTING SOIL: All trees and shrubs shall be planted with a minimum of 12" topsoil around and beneath the rootball. Minimum topsoil shall be ell for groundcover areas and 2" dded gfor sorass areas. 9. Planting soil to be a weed -free mixture of 509. sand, 409. muds, and 10% composted organics. All plant material to receive planting soil as per details. 10. Contractor is responsible for determining all utility locations and installing facilities so aia to not conflict. All damage to existing utilities or improvements caused by Contractor &hall be repaired at no additional cost to the Owner. i1. Contractor to notify "Sunshine State One Call of Florida, Inc." at i-OW-432-4110 Two Full Business Days prior to digging for underground utility locations. 12. Contractor shall be responsible for providing final grading of all associated planting arenas. 13. After final grade, area to be raked to 6" depth and all rock and foreign inorganic materrals removed and disposed of properly off -site. 14. All planting holes to be hand dug except where machine dug holes will not adversely affElct or damage utilities or improvements (see note 8). 15. No plunging of any tree or palm will be accepted. All plants to be planted at the nursery grade or slightly higher. 16. Contractor shall stake E guy all trees and palms at time of planting as per the appropriates detail. Contractor is responsible for the maintenance and/or repair of all staking and guying during warranty period and removal t disposal of staking after establishment period. i'l. Fertilizer for grass areas shall be NPK 16-0-8 B 12B Ibe/1000 s.f. or 545 Ibe/acre. Nitrogom 509. slow release form t fertilizer to include secondary micronutrients. Fertilize all planting beds with a ipolymer/ sulfur coated slow release fertilizer with approx. ratio of 4-0-2. Fertilize all palms with a special palm fertilizer containing manganese and magnesium. All applications shall be in compliance with Florida Friendly 13MP's. 15. SUBSTITUTIONS AND CHANGES: All substitutions and changes shall be approved to writincj prior to installation. Any discrepancies between plans, site and specifications shall be brought to *;a immediate attention of the Landscape Architect or the owner. le. IRRIGATION: All landscaped areas will be irrigated by an underground, automatic, rust -free irrigation system providing 100% coverage and 100% spray overlap. The system shall be maintained in good working order and designed to minimize water on impervious services and not overepray walkways. A rain sensor device shall be installed to override the irrigation cycle of the system when adequate rainfall has occurred. 20. WATERING: All plant material shall be watered in at time of planting in accordance with standard nursery practices. In addition, Contractor will continue watering of plant material until substantial completion and as needed thereafter for the period of guarantee. 21. All new plant material shall be guaranteed for 1 year from time of final acceptance of project. Any plant material not in a healthy growing condition will be replaced by the Contractor at no additional cost to the Owner within 10 days of notification. For all replacement plant material, the warranty period shall be extended an additional 45 days beyond the original warranty period. All trees that lean or are blown over, caused by winds less than i5 mph, will be re -set and braced by the Contractor at no additional cost to the Owner. 22- The successful bidder shall furnish to the Owner a unit price breakdown for all materials. The Owner may, at its discretion, add or delete from the materials utilizing the unit price breakdown submitted. 23. No plant material will be accepted showing evidence of cable, chain marks, equipment scars, or otherwise damaged. 24. Plant material will not be accepted when the ball of earth surrounding Ito roots has been cracked, broken or otherwise damaged. 25. Root -prune all trees a minimum of (8) weeks prior to planting. 26. All plant material planted within the sight distance triangle areas (see plan) shall provide unobstructed cross-vlelbility at a horizontal level between 30 inches and 8 feet above adjacent street grade. 21. No canopy trees shall be planted within 12 feet of a light pole. No palm species shall be planted within 6 feet of a light pole. 28. Tree protection barricades shall be provided by Landscape Contractor around existing trees that may be impacted by the proposed construction. Prior to any construction a tree protection barricade inspection shall be conducted by the landscape architect, owner or governing municipality. Refer to landscape detail for tree preservation barricade fencing. 2e. In all pedestrian areas, all trees and palms shall be maintained to allow for clear passage at an 8 foot clear trunk 30. All trees shall be setback a minimum of 10' from any Fire Hydrant. 31. All field grown material shall be approved by landscape architect prior to purchase, and inspected at the site prior to planting. 32. All containerized trees shall be inspected prior to planting to verify trees form and rootball most specifications. Shrubs and trees with encircling roots or other signs of being potbound will not be accepted. APPROVED : JOHN P. GORHAM FLA. REGISTRATION NO.LA0001237 DATE mommunin !2 N o Z a 0 0 0 - Z W m > V Lu U U Of IN- 11 Wg I 0 N G7 UJ Cf) C N CO > r, r- Q N O co EO 0 O i CM cu 0 j� N _ 0 LL r u- E to Y co UJ U 00 = L N porn c -0 o C d 0 LL Bosom m V CERMCATEs OF AUTHORIZATION: EB7318 LB6680 LCO337 MDS BW DES. OWN. I CHK. PROJECT / FILE NO. 12- 00131 DRAWING NO. LND-1 DATE DRAWN: OF ��fs ?� 38 �urr�r` w� n r� irtvvi�r� i SE. .......E-»fD l.FOR._, LE50 n.. '. :. 0 25 50 10 R —OF—WAY, 0 tLI I F5.WAY : , . + , �.,. : ::, ...............]+, .......:....... .......... ._..>........:i:::n iC<A.. .............. :. ,+n+.. r:5r';:-.......v..vvn..v.vv .n..v...aar .v....0 t. i - > ........... .........n» »,,......................, .: C•.:.: ... ......... ALO 1 INCH 50 ... •.. .. ,.: : ,. ::.. »,....... PR P FEET »» ....... .»,. . ......•. n........... .. PROPERTY LINE » . �—PROPOSED DECORATIVE RAIL PROPOSED LANDSCAPE DOUBLE AUTO GATE. SEE BUFFER WITH 3' BLACK HRD-2 FOR DETAILS. ALUMINUM FENCE. 2 EXISTING WESMERE MASTER SEE STORMWATER POND 821.0 PROPOSED DECORATIVE RAIL DOUBLE AUTO DATE. SEE HRO-2 FOR DETAILS. �S z NOTE: .I STRUCTURAL DESIGN OF WALLS d. SHA SE PROVIDED 5"r OTHERS m m m m fM N m \_ N \ \_ cn kl Q o a � Z O _ W 0 v 12 Z W U V tN W '- N c N � 0 0 CV O G7 LJJ O N CD C r r QCA � C*4 E to (0 M 1 �I Cn p �=- T LL CD co CD Lut U d mmi L N Q 2 CO O -0co.9 o � d' mmj LL —000 c4 C N U a. CERmmcATEs OF AUTHOMzA710N: - EB7318 LB668O LCO337 JG BW I MDS DES DWN. I CHK. PROJECT / FILE NO. 12- 00131 in DRAWNG NO. HRP-1 It Q APPROVED : JOHN P. GORHAM FLA. REGISTRATION NO. LA0001237 DATE DATE DRAW 2/14/14 Q F (� PRECAST CONC. CAP AS M'FD BY JOHNSON BROS. (941) 947-6734: SEE HRD-1 STANDARD ROWLOCK COURSE 6" JUMBO NORWEGIAN CL E 1-1 /2" REVEAL SOLDIER COURSE 6" NORWEGIAN JUMBO BRICK SOLDIER COURSE JUMBO UTILITY BRICK (PROVIDE STRAPPING IN ALL FILLED CELLS TO AT EACH CORNER `f SUPPORT SOLDIER COURSE) 00 `'' Ir 6"x4"x12" HOLLOW STRUCTURAL BRICK W x Q `>'i ''— 6"x4"x12" STRUCTURAL HOLLOW BRICK O RUNNING BOND PATTERN < `` RUNNING BOND PATTERN t' 3/8" RAKED MORTAR JOINT = f CO 3/8" RAKED MORTAR JOINT z 4 41 "1.....,•._, `1...'.}_..: i! CONCRETE FOOTING AND STRUCTURAL DESIGN BY OTHERS �— COMPACTED SUBGRADE BRICK WALL SECTION SCALE: N.T.S. 4'-0" SQ. 6%4"x12" STRUCTURAL HOLLOW BRICK RUNNING BOND PATTERN BRICK WALL/COLUMN PLAN SECTION SCALE: N.T.S. NU I L: SQUARE FOOTAGE FOR ENTRANCE SIGNS WILL BE AS DICTATED BY THE CITY OF OCOEE LAND DEVELOPMENT CODE 4 cf ^11 WALL MOUNTED ENTRANCE SIGN ELEVATION SCALE: N.T.S. BRICK COLUMN SECTION SCALE: N.T.S. BRICK COLUMN SEE DETAIL HRD-7 L__ L__ BRICK COLUMN: SEE i—=) HRD-1 IDENTIFICATION LETTERING (BY OWNER) ATTACH TO BRICK WALL PER SIGN MFR. SPECIFICATIONS* BRICK WALL: SEE HRD 1 CONCRETE FOOTING AND STRUCTURAL DESIGN BY OTHERS COMPACTED SUBGRADE CONCRETE FOOTING AND STRUCTURAL DESIGN BY OTHERS.-T r r jff 1: Sol r O N c rl I NORTH ENTRANCE PEDESTRIAN GATE & ALUM. FENCE/ WALL DETAIL SCALE: N.T.S. 20'-0" TYP. (VARIFS IN rFRTAIN ARFAq) BRICK WALL ELEVATION SCALE: N.T.S. - BRICK COLUMN: SEE HRD 1 IDENTIFICATION LETTERING (BY OWNER) ATTACH TO BRICK WALL PER SIGN MFR. SPECIFICATIONS PLANTER BED 6" JUMBO NORWEGIAN SOLDIER COURSE 6"X4"X12" HOLLOW STRUCTURAL BRICK: RUNNING BOND PATTERN CONCRETE FOOTING AND STRUCTURAL DESIGN BY OTHERS WALL MOUNTED ENTRANCE SIGN SECTION SCALE: N.T.S. MORTAR NORWEGIAN SOLDIER COURSE "BALL" STYLE POST TOP imimmialfflaIll RING 1-3/8" X 1-1 /2" U—CHANNEL RAIL WALL DETAIL: SEE HRD-2 2" SQUARE UPRIGHT 2-1 /2" SQUARE POST 1" SQUARE PICKET FULCRUM LATCH W/ STRIKE STRAP INDUSTRIAL DRIVE RIVET 6" NORWEGIAN JUMBO BRICK SOLDIER COURSE ATTACH GATE TO COLUMN PER MFR. SPECIFICATIONS CONCRETE FOOTING AND STRUCTURAL DESIGN BY OTHERS. ANCHOR POST IN CONC. (MIN. 3000 PSI) SEE HARDSCAPE PLAN FOR POST LOCATION COLUMN CAP: SEE f=—I HRD-1 6" NORWEGIAN JUMBO BRICK SOLDIER COURSE 6"X4"X12" HOLLOW STRUCTURAL BRICK: RUNNING BOND PATTERN h AS MANUFACTURED (f) BY JOHNSON BROS.: J (941) 947-6734 WALL COLUMN CAP DETAIL SCALE: N.T.S. NOTE: STRUCTURAL DESIC;N OF WALLS SHALL SE PROVIDED Bit' OTHERS. 0 W Q V cn C, cc Q APPROVED : JOHN P. GORHAM FLA. REGISTRATION No. LA0001237 DATE ■m■muuiu mmomm ie 0 0 N c N ib 0, n mm C� < onto 44, C Ch cu CD 0 O� 2 � O LL N Y LAJ aj U �o � i= u- ; CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 MDS BW DES. DWN. I CHK- PROJECT / FILE NO. 12— 00131 DRAWING NO. HRD-1 _ DALE DRAWN: 2/1, 129 38 , Nommucial ■■■■omie DECORATIVE RAIL FENCING/COLUMN DETAIL SCALE: N.T.S. SOUTH ENTRANCE ELEVATION SCALE: N.T.S. M 0 0 N N N U 0 w "BALL" STYLE POST TOP RAIL BRACKET OLIN 1-3/8" X 1-1 /2" U—CHANNEL RAIL 2-1 /2" SQ. POST 1" SQ. PICKET INDUSTRIAL DRIVE RIVET COLUMN DETAIL: SEE HRD-1 I. 2 COLUMN DETAIL: SEE HRD 1 "BALL" STYLE POST TOP IMPERIAL TOP 1-3/8" X 1-1 /2" U—CHANNEL RAIL 2" SQUARE UPRIGHT 2-1/2" SQUARE POST 1" SQUARE PICKET FULCRUM LATCH W/STRIKE STRAP INDUSTRIAL DRIVE RIVET WALL DETAIL: SEE f1 HRD-1 ATTACH GATE TO COLUMN PER MANUFACTURER SPECIFICATIONS CONCRETE FOOTING AND STRUCTURAL DESIGN BY OTHERS ANCHOR POST IN CONCRETE (MIN. 3000 PSI) SOUTH ENTRANCE PEDESTRIAN GATE & ALUM. FENCE/WALL DETAIL SCALE: N.Ta;>. ENTRANCE GATE EXIT GATE NORTH ENTRANCE ELEVATION SCALE: N.T.S. nrnno A-rl%l- M A II rrnir+r. clrr 1 1 ii NOTE: J STRUCTURAL DESIGN OF WALLS SHALL 8E PROVIDED BY OTHERS. a W a Ill a W a APPROVED : JOHN P. GORHAM FLA. REGISTRATION NO. LA0001237 DATE ; CD 0 N U) LLI C N .3 (1) T r' N E O C M O 06 Q O N co Y CO, LJJ i U_O_C `- N Q T t4 C I,- C) 0 U CERMCATES OF AUTHORIZATON: EB7318 LB6680 LC0337 MDS BW DES. DMN. I CHK. PROJECT / FILE NO. 12- 00131 DRAWNG NO. HRD-2 DATE DRAsZ� 2/14/14 �. 38 i"i SEE SHEET IRR-4 FOR CONTINUATION Z O H Z H Z O v OC O T MM1 1.` r W W W to 02 m. m m OD N z - w > GRAPHIC SCALE 0 15 30 60 \ \ < ( IN FEET ) N 1 INCH = 30 FEET A ::OUL 811 ` BEFM YOU DIG www.calisunshine.com 0 0 N C!i N 00 Mj r Q � C 0 rro, co p MV c 6, O cu a� vJ Q LT -L o co � Lcli O d E: :ZE C. U ZCERTIFICATES OF AUTHORIZATION_ EB7318 LB6680 LC0337 O JS JS NOTE: IRRIGATION MAINLINE AND LATERAL LINES ARE SHOWN DIA6RAMMATICALLY FOR 6RAPHIC CLARITY. CONTRACTOR SHALL REFER TO IRRIGATION DETAILS AND 5PECIMCATIONS. DES DWN. I CHK. PROJECT PROJECT / FILE NO. - 0 0131 DRAWING N0. a: IRR-2 APPROVED : JOHN P. GORHAM FLA. REGISTRATION N0. LA0001237 DATE : cc - DATE DRAWN: 2/14/14 1:Z n OF 3 8 , SEE SHEET IRR-5 FOR CONTINUATION z O F- M z H z O v oC O N li F- tll W N W W N m m m m In co O 1 N z - W , uj GRAPHIC SCALE 0 15 30 60 g y � v ( IN FEET) N o 1 INCH = 30 FEET BEFOREDIG www.calisunshine.com NOTE: IRRIC-7ATION MAINLINE AND LATERAL LINES ARE 51-10WN DIAGRAMMATICALLY FOR GRAPHIC CLARITY. CONTRACTOR SHALL REFER TO IRRIGATION DETAILS AND SPECIFICATIONS. APPROVED : _JOHN P. GORHAM FLA. REGISTRATION N0. LA0001237 DAB 0 0 N cn SD N cr.) N Qj O c, Z O 6) coM L p cu a> O Q �aCO� N Q , CO ftS c .0 dam' O M fCS C 0) V CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JS JS DES. DWN. I CHK. PROJECT / FILE NO. 12— 00131 DRAWING N0. IRR-3 DATE DRAWN: 133,,,---oF 2/14/14 38 SEE SHEET IRR-2 FOR CONTINUATION 0 0 N N N r w 0 Ir Z O H Z H Z O U M O w In OC OC I— w w cn w w cn GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 INCH = 30 FEET BEFORE YOU DIG www.calisunshine.com z Q M z O NOTE: IRRIGATION MAINLINE AND LATERAL LINE5 ARE SHOWN DIAGRAMMATICALLY FOR GRAPHIC CLARITY. CONTRACTOR 5HALL REFER TO IRRIGATION DETAIL5 AND 5PECIFICATION5. APPROVED : _JOHN P. GORHAM LA0001237 - FLA. REGISTRATION N0. DATE 0 0 N .3 L7 C N c r ? � n � co"O � Co" E CM O lmlldo� 0) Uj o ia- m LL .� c� 00 cc ui COY CD U d C? N O ._ CO O d' O m RS C N U CERTIFICATES OF AUTHORIZATION: E87318 LB6680 LC0337 JS JS DES. I OWN. I CM. PROJECT / FILE NO. 12— 00131 DRAWING NO. IRR-4 DATE DRAWN: Z A OF 2/14/14 ■mmuuiu momommin TA y �cG �ncC 1 inm-3 rum UU14 1 114UA I IU14 GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 INCH = 30 FEET .> BEFOREO U DIG www.calisunshine.com NOTE: IRRIGATION MAINLINE AND LATERAL LINES ARE SHOWN DIAGRAMMATICALLY FOR GRAPHIC CLARITY. CONTRACTOR SHALL REFER TO IRRIGATION DETAILS AND SPECIFICATIONS. APPROVED : _JOHN P. GORHAM FLA. REGISTRATION No.LA0001237 DATE c co (n Z � O o �2 V) z w > o W U t N 0 cn C N co 1 � N� O n E cN�c? �f � 91 C; LL o .E� co `4 V d c ` C%l Q a) CO as •C t-!. O u- ciS C N U CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JS JS DES. DWN. CHK. PROJECT / ME NO. 12-00131 DRAWING NO. IRR-5 DATE ;�DRAWJ,, 432/1O CERTIFICATES OF AUTHORIZATION: EB7318 LB6680 LC0337 JS JS DES. DWN. CHK. PROJECT / ME NO. 12-00131 DRAWING NO. IRR-5 DATE ;�DRAWJ,, 432/1O I RR16ATI Oil SC.,HEDUL E ...... ........ .......... ...::. ......:.:: SYMBOL MANUFACTURER/MODEL 07Y ARC PSI GPM RADIUS 0 Hunter PRO540-12-CV-R short radius nozzles 54 180 40 1.00 (J' Hunter PRO540-12-CV-R short radius nozzles 22 q0 40 0.52 6' Hunter MPI000 w/ PR05-06- PR540-CV-R 406 Adj 40 15' Hunter MPI000 W PR05-06- PR540-CV-R 8 560 40 0.75 15' �G Hunter MP2000 w/ PR05-06- PR540-CV-R 7 Adj 40 IqI �K Hunter MP2000 W PR05-06- PR540-CV-R 125 Adj 40 Iq' �R Hunter MP2000 W PR05-O6- PR540-CV-R 8 560 40 1.47 Iq' B Hunter MP5000 IN/ PR05-06- PR540-CV-R 25 Adj 40 50, 15 Hunter MP5000 W PROS-06- PR540-CV-R I Adj 40 50, Hunter MP Corner w/ PR05-06- PR540-CV-R 22 Adj 40 15, ® Hunter MP Strip W PR05-06- PR540-CV-R 22 LG5 40 0.22 5'xl5' ® Hunter MP Strip w/ PROS-06- PR540-CV-R 21 R05 40 0.22 51xl5' ® Hunter MP Strip IN/ PR05-06- PR540-CV-R 64 55T 40 0.44 5'x5O' Hunter MPI000 W PR05-12- PR540-CV-R 555 Adj 40 15' Hunter MPI000 iN/ PR05-12- PR540-CV-R 5 560 40 0."75 15' Hunter MP2000 W PRO5-12- PR540-CV-R I Adj 40 Me L^1 Hunter MP2000 w/ PRO5-12- PR540-CV-R 15 Adj 40 Iq' 0 Hunter MP Corner w/ PR05-12- PR540-CV-R 58 Adj 40 15, ® Hunter MP Strip rl/ PR05-12- PR540-CV-R Iq8 LG5 40 0.22 51xl5' ® Hunter MP Strip w/ PR05-12- PR540-CV-R 170 R05 40 0.22 51xl5' ® Hunter MP Strip w/ PR05-12- PR540-CV-R 215 55T 40 0.44 Vx50' SYMBOL MANUFACTURER/MODEL OTT ® Hunter IGV-R 18 ® NIBGO P-61q-R4N GA5KETED 'O' RING CAST IRON GATE VALVE 4 ® Guick Coupler Valve 4 © Hunter I -Gore Controller l ler - I G-600-PL ® Hunter 5o l ar Sync (SOLAR-SYNC-5EN) 1 Water Meter 2" 1 Irrigation Lateral Line: PVC Glass 200 5DR 21 50,4541 I.f. - - Irrigation Mainline: PVG Glass 200 5DR 21 2,55q I.f. - - - - - - - - - Pipe Sleeve: PVC Schedule 40 1,545 i.f. Valve Gallout # Valve Number #" # Valve Flow Valve Size VALVE 50HEDUL E NUMBER MODEL 51ZE TYPE PSI PSI 0 POO GPM PREGIP I Hunter IGV-F5-A5-R I" Shrub Spray 45A& 44.05 11.44 5.55 in/h 2 Hunter IGV-F5-A5-R 2" Shrub Rotary 441.60 50.8q 51q.68 0.54 in/h 5 Hunter IGV-F5-A5-R 1-1/2" Turf Rotary 4q.02 4q.76 45.414 0.241 in/h 4 Hunter IGV-175-AS-R 2" Shrub Rotary 441.411 51.64 55.65 0.541 in/h 5 Hunter IGV-F5-AS-R 1-1/2" Shrub Spray 45.74 46.44 52.00 2.62 in/h 6 Hunter IGV-F5-A5-R I-I/2" Shrub Rotary 45.85 401.55 26.41 0.4q tn/h 7 Hunter IGV-F5-AS-R 2" Turf Rotary 47.42 46.61 5"1.15 0.57 in/h q Hunter IGV-FS-AS-R 2" Shrub Rotary 4q.gq 51.15 52.54 0.48 tn/h 10 Hunter IGV-F5-A5-R 2" Shrub Rotary 50.07 52.Iq 58.51 0.50 in/h II Hunter IGV-F5-A5-R 2" Turf Rotary 441.g4 51.02 50.64 0.55 in/h 12 Hunter IGV-FS-AS-R 2" Turf Rotary 4q.78 51.15 57.51 0.4q tn/h 15 Hunter IGV-F5-AS-AS2" Turf Rotary 4q.86 50.g8 401.601 0.52 in/h 14 Hunter IGV-F5-AS-R 2" Shrub Rotary 48.05 4q.22 4q.85 0.5q in/h 15 Hunter ICY-FS-AS-R 2" Turf Rotary 441.67 51.27 56.52 0.40 in/h 16 Hunter IGV-FS-A5-R I" Shrub Rotary 47.74 47.51 10.45 0.50 in/h 17 Hunter IGV-F5-A5-R 1-1/2" Shrub Rotary 44t.8q 50.11 26.17 0.55 in/h 17 Hunter IGV-F5-A5-R I" Shrub Rotary 50.75 50.g5 18.26 0.41 tn/h IS Hunter IGV-F5-A5-R 1-1/2" Shrub Rotary 44t.55 4q.68 27.55 O.5q in/h NOTE: 1) CONTRACTOR TO USE I -GORE CONTROLLER TO PERFORM FLOA ANALY515 FOR ZONING OF SYSTEM 2) SAME ZONE TYPES MAY BE DOUBLED UP IF PRECIPITATION RATES ARE SIMILAR. SHRUB ,AND TURF ZONES SHALL REMAIN SEPARATE, AND COMBINED ZONES MAY NOT EXCEED 120 GMP POSSIBLE COMBINATION OF ZONES: POSSIBLE TURF ZONES COMBINATIONS: VALVE #1 4 #I1, VALVE #7 t #15, VALVE #12 4 #15 POSSIBLE SHRUB ZONES COMBINATIONS: VALVE #2 4 #4, VALVE #6 4 #15, VALVE #q $ #17, VALVE #10 4 #16, VALVE #14 s #Iq * VALVE 1 $ 5 HAVE DIFFERENT PRECIPITATION RATES AND SHALL NOT BE RUN TOGETHER WITH OTHER ZONES 51TE DATA FOfR iRRIG;ATED AF TOTAL SITE AREA = 1135 AC SITE IMPERVIOUS AREA = 1AS AC SiTE LANDSCAPED AREA (PERVIOUS AREA) = 3.86 AC SITE IRRIGATED TURF = 112 AC (4450) SITE LOW VOLUME IRRIGATED LANDSCAPED AREAS = 2.14 AC Ow I -CORE CONTROLLER AND SOLAR SYNC DETAIL NITS INSTALLATION REQUIREMENTS I. ELECTRONIC EQUIPMENT AND WIRES/GABLES CONNECTED TO THE ELECTRC,>NIC EQUIPMENT SHALL BE INSTALLED OUTSIDE OF THE SPHERE OF INFLUENCE OF THE GROUND GRID. THIS IS COPPER GROUND PLATE NECESSARY, TO AVOID RE -INJECTING THE DISCHARGED LIGHTNING ENERGY INTO THE TOP VIEW (4" X 96" X .0625") EQUIPMENT AND THE UNDERGROUND WIRES AND CABLES. 2. SPACE GROUNDING ELECTRODES TO PREVENT OVERLAPPING OF SPHERES OF INFLUENCE. *6 AW3 SOLID ROD SPACING SHALL BE TWICE THE ROD LENGTH. EXAMPLES - SPACE 8 FOOT RODS 16 BARE COPPER WIRE - OMODEL: SOLAR SYNC SENSOR OSUITABLE POST, POLE, OR GUTTER MOUNT. MOUNT IN LOCATION WHERE SENSOR CAN RECEIVE FULL SUN, IS OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN OCONDUIT FOR SOLAR SYNC COMMUNICATION WIRE TO CONTROLLER OR 12" BELOW GRADE GMODEL SOLAR SYNC MODULE MOUNT LESS THAN 6' AWAY FROM CONTROLLER OHUNTER i-CORE CONTROLLER (ICC-600-PL) COMMUNICATION WIRE, 16-2(WIRE TYPE TO MEET INSTALLATION CODE REQUIREMENTS), FROM MODULE TO SENSOR MAXIMUM TOTAL WIRE DISTANCE, 200 FEET OPOIER SOURCE FEET APART, SPACE 10-FOOT RODS 20 FEET APART. SEE FIGURES 2 TO S FOR SPACING OF ELECTRODES IN VARIOUS GROUND GRIDS. 3. DURING THE INSTALLATION PROCESS, IT 18 USUALLY NECESSARY TO BE14D GROUNDING CONDUCTORS AS THEY ARE INSTALLED INSIDE THE EQUIPMENT, THROUGH- CONDUIT, AND INSIDE BUILDINGS. SHARP SENDS IN CONDUCTORS CREATE COMPLEX GROI'.,IND GEOMETRY THAT SHALL BE AVOIDED. STRAIGHT WIRE RUNS AND SIMPLE GEOMETRY PROVIDE SIGNIFICANTLY BETTER GROUNDING. THESE BENDS MUST HAVE A MINIMUM iNI:LUDED ANGLE OF SO* AND A MINIMUM RADIUS OF 8", WHICH EQUATES TO A STANDARD I %2" PVC SWEEP ELL. BONDING/SHIELDING CONDUCTORS SHALL BE INSTALLED 12" TO 15" BELOW THE GROUND SURFACE, DIRECTLY OVER THE MAJOR BUNDLES OF WIRES/GABLES, AND SHALL BE CONNECTED TO ALL THE GROUNDING GRIDS AT THE EQUIPMENT LOCATIONS. 4. GROUND RODS SHALL BE DRIVEN A MINIMUM OF 8' INTO THE GROUND IN Q: VERTICAL OR OBLIQUE POSITION. THE ANGLE *6 AWG SOLI BARE COPPE OF THE ROD RELATIVE TO THE VERTICAL SHALL BE NO MORE THAN 45'. WIRE 5. GROUND PLATES SHALL BE INSTALLED IN A HORIZONTAL POSITION A MINIMUM OF 30" BELOW GROUND LEVEL AND BELOW THE FROST LINE. THE PLATE SHALL BE INSTALLED FLAT AT THE DO NOT INSTALL ANY OTHER BOTTOM OF THE TRENCH. `EARTH WIRES OR CABLE WITHIN THE G. CONTACT MATERIALS" MAY BE POURED IN THE TRENCH IN POWDER F:ORM OR THEY SPHERE OF INFLUENCE CAN BE MIXED WITH WATER TO CREATE A SLURRY. THE LATTER MINIMIZES OUST PARTICLES SIDE VIEW iN THE AiR AND MAKES FOR A CLEANER INSTALLATION. WHEN MIXING E c%RTH CONTACT MATERIAL, USE 3B GALLONS OF WATER WITH / 50 POUNDS OF MATERIAL. PROPER PROTECTIVE EQUIPMENT SHALL BE WORN PER THE MANUFACTURER'S iNSTRUCTIONS. / -7. CONDUIT AND SWEEP ELLS USED IN GROUNDING GRIDS SHALL BE PLASTIC, AS METALLIC TYPES INCREASE THE INDUCTANCE OF THE GROUNDING CONDUCTORS. 6. GROUND CLAMPS SHOULD BE USED TO CONNECT GROUNDING CONDUCTORS TO GROUND RODS ON A TEMPORARY BASIS. ONCE SATISFACTORY RESULTS ARE 41.CHIEVED, THE CLAMPS SHALL BE REPLACED BY PERMANENT WELDED CONNECTIONS. SOLDER SHALL NEVER BE USED IN MAKING CONNECTIONS AS IT MELTS DURING A LIGHTNING DISCHARGE. PVC SWEEP ELL BASK THE TOOLS NECESSARY FOR INSTALLING A GROUNDING GRID ARE: (1 1/2" OR LARGER) A. A MACHINE CAPABLE OF CUTTING A TRENCH THAT IS 6" WIDE AND 36" DEEP. B. C. A SLEDGEHAMMER OR POWER HAMMER TO DRIVE GROUND RODS INTO THE SO::L. A GROUND ROD SLEEVE THAT 6 AUKz SOLID BARE PREVENTS THE TOP OF A GROUND ROD FROM MUSHROOMING COPPER WIRES WHEN IT IS BEING DRIVEN INTO THE SOIL. D AF I L NT I N G IT E 1211 ELECTRODE SPHERE OF INFLUENCE i/ BOUNDARIES II'MIN. 12' i \ I \ / GROUND ROD / (5/6" X 101) IN, i - CONTROLLER l- CONCRETE PAD R TO ST A TT R H E ExoTH ERMIc REACTION INA CA ELD ONE-SHc,'T. GROUND PLAT E E -,� AS I C GROUNDING DETAIL GROUND ROD 1211 CADWELD CONNECTION 3011 MIN. c> F - EARTH CONTACT MATERIAL • FOUNDED 1970 • OR BELOW FROSTLINE, WHICHEVER IS DEEPER 32 8409.19-06 U) s 0 Z a W J w 0 Z O a 0 APPROVED : JOHN P. GORHAM FLA. REGIS7RA7ION NO. LA0001237 DATE U' mm C7 0 m m M \ \ V) o a Z O W 0 U U �n Z 0 � EN - > W of HIII'I111�1 O c� LLJ= N CD °00 E O CCUCh CA 06 o� or - LL! .00 CC Y LU U O �� N 0- .__ o�� wasm U CERTIFICATES OF AUTHORIZAMOM EB7318 LB6680 LC0337 MDS BW DES. DWN. CHK. PROJECT / FILE NO. 12- 00131 DRAWNG NO. IRD-1 DATE DRAW 3`+ 2/14/14 ISH . 387, Col, SET BOX FLUSH TO GRADE AT LAWN. SET BOX 2" ABOVE GRADE AT SHRUBS. 10" DIAMETER ROUND VALVE BOX WITH PURPLE BOLT -DOWN COVER VALVE BOX EXTENSION, LENGTH AS REQUIRED. JOINT RESTRAINT _ O O NIBCO P-619-RW O O --L GASKETED '0' RING CAST IRON GATE VALVE ISOLATION VALVE (MAINLINE) 1 1/2" - 1'-0" OFINISH GRADE OSPRAY BODY CAS SPECIFI OLATERAL TEE OR ELL ®LATERAL PIPE SWING JOINT: OFLEX TUBING NOTES: BACKFILL MINIMUM DEPTHS: I. MAIN LINE - 24" 2. LATERAL PIPE - 18" 2" 24" MIN. PVC '0' RING GASKETED MAINLINE, SIZE AS NOTED ON PLANS. Co" THICK LAYER OF PEA GRAVEL. a U-1filk I lialm Ell 9:9 0 32 840633-36 32 840329-04 32 8409.'16 -09 2" MINIMUM, 4" MAXIMUM BELOW TOP OF BOX. 1OX15 RECTANGULAR VALVE BOX. WITH PURPLE LID HUNTER ICV-R REMOTE CONTROL VALVE, ONE PER BOX: PLASTIC I.D. TAG AT EACH VALVE. WATER PROOF WIRE CONNECTORS —� ONI 30" LOOPED WIRES. rad w OUTLET PIPE SAME SIZE AS VALVE, 24" MIN. TO FIRST FITTING. 0 45 DOWN AS w REQ. TO °n LATERAL N PIPE DEPTH. �- INCREASE LATERAL LINE AS PER IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWO ON EACH SIDE. SCHEDULE 80 RISER. MAIN LINE. 2" ABOVE FINISH GRADE AT SHRUBS. 3/4" ABOVE FINISH GRADE AT LAWN. 6" THICK LAYER OF PEA GRAVEL. ELECTRIC REMOTE CONTROL VALVE 1 1/2" a 1'-0" 2 ma[WOON. ■■ k yj 32 8406.13-01 OFINISH GRADE ONOZZLE CAS SPECIFIED) OSPRAT BODY CAS SPECIFIED) ® PREFABRICATED SWING JOINT O LATERAL TEE OR ELL _:J 3 ® LATERAL PIPE NOTE: INSTALL SPRINKLER AT FINISHED GRADE NOTES: 1. ALL PVC IRRIGATION SLEEVING TO BE SCHEDULE 40. PVC CAP 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE 18" - SLEEVE, EXTEND SMALLER SLEEVE TO 24" MIN. ABOVE FINISH GRADE. 4. MECHANICALLY TAMPS TO 959. PROCTOR. PIPE SLEEVING DETAIL PVC CAP 32 8403.13-08 24" MIN. TO GRADE 36" MIN. 32 8409.16-65 -11 —.,.--ram .,...— __., QUICK COUPLING VALVE IN BOX ROOT BALL 3" = i'-0" 32 8406.43-02 PVC SLIP -THREAD ADAPTER. BUBBLER NOZZLE AS SPECIFIED. 3 ABOVE GRADE. WATER WELL AS PER PLANTING DETAIL. ......... ; >...... .. —FINISHED GRADE: 1/2" IPS FLEX HOSE WITH PVC FLEX GLUE AND PRIMER LENGTH AS REQUIRED. PCV LATERAL LINE. PVC SLIP -THREAD -7 ADAPTER. 36" f 32 8403B3-01 U) uj in Z 0 V APPROVED : _JOHN P. GORHAM FIA. REGISTRATION N0. LA0001237 DATE �.., m m in to M N 0 0 In W N U j5 w M N � 0 N CO c N Q 67 0 tic'j � EO N M d� 0 O CD '0 `0 Cn LL CD U- CO Y � U O. 00 Lrn co � `0� U- c U � m momoola M N 3 0 0 M 0 N W a 0 0 z W 0 w W a z z i z W U a Ir a M s 0 N N N W a IRRIGATION SPECIFICATIONS -"I 11- n+- � I I GI 1 nf-%%d vt==tv Lw=vI :iIV=l.J I V L VINE VP' M Wl I H THE REQUIREMENTS OF ALL ELECTRICAL POWER SUPPLY APPLICABLE CODES. SHOULD ANY CONFLICT EXIST, THE REQUIREMENTS OF THE ADVISORY SIGNS POSTED ADJACENT TO LAKES/PONDS OR OTHERIRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER WITH A HIGH QUALITY DECORATIVE ACCURATE, AND LEGIBLE SET OF AS -BUILT DRAWINGS. THE AS-BUILTS MUST IDENTIFY COD SHALL PREVAIL. It IS THE RESPONSIBILITY OF THE OWNER/INSTALLATION ELECTRICAL SUPPLY FOR CONTROLLER SHALL TO BE PROVIDED BY THE WATER FEATURES THAT USE RECLAIMED WATER MUST ALSO INCLUDE THE TEXT: "DO ALL REMOt CONTRACTOR CO INSURE THE ENTIRE SYSTEM IS INSTALLED ACCORDING TO ALL IRRIGATION CONTRACTOR CONTRACTOR TO COORDINATE WITH LOCAL UTILITIES FOR NOT SWIM IN ENGLISH AND SPANISH TOGETHER WITH THE EQUVALENC STANDARC E CONTROL VALVES, GAGE VALVES, BALL VALVES SPLICE BOXES APPLICABLE LAWS, RULES, REGULATIONS AND CONVENTIONS. IRRIGATION THE INSTALLATION OF AND CONNECTION TO AVAILABLE SITE POWER SUPPLY FOR INTERNATIONAL SYMBOL. ' CONTROLLERS, MAINLINE, SLEEVING, AND LOW VOLTAGE WIRING. EACH OF THESE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS REQUIRED ELECTRICAL COMPONENTS AS SET FORTH IN THE 10096 IRRIGATION ITEMS IS SHALL LOCATED USING A SUBMETER GPS SYSTEM. THE IRRIGATION ACCORDING TO FEDERAL, STATE AND LOCAL LAWS. PLANS. ALL SIGNS SHOULD BE CLEARLY LEGIBLE, AND ENOUGH SIGNS SHOULD BE PO;11tED CONTRACTOR MUST ALSO PROVIDE ACCURATE, INFORMATIVE, AND EASY TO FOLLOW TO ENSURE REASONABLE NOTICE IS PROVIDED CO THE PUBLIC PER 62-610.46cliAND UNDERSTAND OPERATION AND MAINTENANCE MANUALS FOR ALL COMPONENTS THE SCOPE OF WORK IS SHOWN ON THE PLANS, NOTES AND DETAILS. THE IRRIGATION ALL ELECTRICAL INSTALLATION TO COMPLY WITH THE NATIONAL ELECTRICAL CODE FAC. OF THE IRRIGATION SYSTEM. CONTRACTOR SHALL BE CERTIFIED AS A CERTIFIED IRRIGATION CONTRACTOR BY AND ANY AND ALL OTHER APPLICABLE ELECTRICAL CODES, LAWS AND THE IRRIGATION ASSOCIATION. THE CERTIFICATION SHALL BE CURRENT AND IN REGULATIONS. A LICENSED ELECTRICIAN SHALL PERFORM ALL ELECTRICAL TRENCHING CONTROLLER CHARTS - UPON COMPLETION OF "AS-BUILCS", CONTRACTOR SHALL GOOD STANDING. HOOK-UPS. POWER FOR THE CONTROLLER SHALL BE 120 VOLT, 20 AMP. PREPARE CONTROLLER CHARTS AT ONE PER CONTROLLER INDICATE ON EACH EXCAVATE STRAIGHT AND VERTICAL TRENCHES WITH SMOOTH, FLAT OR SLOPING CHART THE AREA CONTROLLED BY A REMOTE CONTROL VALVE (USING A THIS PROJECT INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION SHALL WIRING BOTTOMS. TRENCH WIDTH AND DEPTH SHOULD BE SUFFICIENT TO ALLOW For.;!, THE DIFFERENT COLOR FOR EACH ZONE). THIS CHART SHALL BE REDUCED CO A SIZE INCORPORATE WATERSENSE PLUMBING FIXTURE D S AND ENGERY STAR APPLIANCES PROPER VERTICAL AND HORIZONTAL SEPARATION BETWEEN PIPING AS SHOIIJN IN THAT WILL FIT INSIDE OF THE CONTROLLER DOOR THE REUCTION SHALL BE AS REQUIRED BY CHAPTER 115 OF THE CITY OF OCOEE'S CODE OF ORDINANCES IRRIGATION CONTROL WIRE SHALL BE THEWOPLASTIC SOLID COPPER, SINGLE THE PIPE INSTALLATION DETAIL ON THE DETAIL SHEET. HERMETICALLY SEALED INSIDE TWO 2ML PIECES OF CLEAR PLASTIC. CONDUCTOR, LOW VOLTAGE IRRIGATION CONTROLLER WIRE SUITABLE FOR DIRECT , CONTRACTOR SHALL FURNISH EXTRA MATERIALS DESCRIED BELOW THAT CONTACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER BURIAL AND CONTINUOUS OPERATION At RACED VOLTAGES. PROTECT EXISTING LANDSCAPED AREAS. REMOVE AND REPLANT ANY D/4M,���GED T MATCH CONSERVATION INSPECTION OF PLUMBING AND IRRIGATION SYSTEM BY CALLING: 401-905-3159. PLANT MATERIAL UPON JOB COMPLETION. THE REPLACEMENT MATERIAL SHALL BE PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR TAPE AND BUNDLE CONTROL WIRES EVERY 10' AND RUN ADJACENT CO THE THE SAME GENUS, SPECIES, AND SIZE OF THE MATERIAL IT IS REPLACING. THE FINAL STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. INCLUDE TOOLS CO SCOPE OF WORK MAINLINE. AT ALL TURNS IN DIRECTION MAKE A 2' COIL OF WIRE. AT ALL VALVE DETERMINATION AS TO WHAT NEEDS TO BE REPLACED AND THE ACCEPTABILITY OF SERVICE THESE PRODUCTS. BOXES COIL WIRE AROUND A 3/4" PIECE OF PVC PIPE TO MAKE A COIL USING 30 THE REPLACEMENT MATERIAL SHALL BE SOLELY DETERMINED BY THE OIUNEI•!: OR I. SPRINKLER UNITS: FIVE OF EACH UNIT FOR EACH TYPE AND SIZE INSTALLED, LINEAR INCHES OF WIRE. MAKE ELECTRICAL CONNECTIONS WITH 3M-DBY,DBR OWNER'S REPRESENTATIVE. BUT NO FEWER THAN TWO UNITS. THE WORK SPECIFIED IN THIS SECTION CONSISTS OF FURNISHING ALL COMPONENTS CONNECTORS. 2. EMITTER UNITS: FIVE OF EACH UNIT FOR EACH TYPE AND SIZE INSTALLED, BUT NECESSARY FOR THE INSTALLATION, TESTING, AND DELIVERY OF A COMPLETE, INSTALLATION NO FEWER THAN TWO UNITS. FULLY FUNCTIONAL AUTOMATIC LANDSCAPE IRRIGATION SYSTEM THAT COMPLETELY NUMBER ALL WIRES USING AN ELECTRICAL BOOK OF NUMBERS ACCORDING CO THE COMPLIES WITH THE 10090 IRRIGATION PLANS, SPECIFICATIONS, NOTES, DETAILS AND PLANS. NUMBER WIRES IN ALL VALVE BOXES, JUNCTION BOXES AND AT THE CUT ALL PIPE SQUARE AND DEBURR. CLEAN PIPE AND FITTINGS OF FOREIGN FINAL ACCEPTANCE ALL APPLICABLE LAWS, REGULATIONS, CODES AND ORDINANCES. THIS WORK SHALL CONTROLLER MATERIAL, THEN APPLY A SMALL AMOUNT OF PRIMER WHILE ENSURING THAT ANY INCLUDE, BUT NOT BE LIMITED t0, THE PROVIDING OF ALL REQUIRED MATERIAL EXCESS IS WIPED OFF IMMEDIATELY. PRIMER SHOULD NOT PUDDLE OR DRIP FROM FINAL ACCEPTANCE OF THE IRRIGATION SYSTEM WILL BE GIVEN AFTER THE (PIPE, VALVES, FITTINGS, CONTROLLERS, WIRE, PRIMER, GLUE, ETC.), LAYOUT, WIRE SIZED, NUMBERED AND COLORED AS FOLLOWS: PIPE OR FITTINGS. NEXT APPLY A THIN COAT OF PYC CEMENT. FIRST APPLY A THIN FOLLOWING DOCUMENTS AND CONDITIONS HAVE BEEN COMPLETED AND APPROVED. COMPACTING, OF THE PUBLIC, EXCAVATION, ASSEMBLY, INSTALLATION, BACK FILLING, 014 WHITE FOR COMMON LAYER TO THE PIPE, THEN A THIN LAYER INSIDE THE FITTING, AND FINALLY ANOTHER FINAL PAYMENT WILL NOT BE RELEASED UNTIL THESE CONDITIONS ARE SATISFIED. COMPACTING, REPAIR OF ROAD SURFACES, CONTROLLER AND LOW VOLTAGE FEEDS SPARE SLACK COMMON VERY CHIN LAYER ON THE PIPE. INSERT THE PIPE INTO THE FITTING. INSURE CHAT' THE CO VALVES, CLEANUP, MAINTENANCE, GUARANTEE ANp AS -BUILT PLANS. 014 RED FOR HOT WIRES PIPE IS INSERTED CO THE BOTTOM OF THE FITTING, THEN TURN THE PIPE A 1/4 °TURN 1. FINAL WALK-CHRU AND CORRECTION OF ALL PUNCH LIST ITEMS. 14 SPARE YELLOW HOT WIRE AND HOLD FOR 10 SECONDS. MAKE SURE THAT THE PIPE DOESN'T RECEDE FROM 2. COMPLETION AND ACCEPTANCE OF *AS -BUILT' DRAWINGS. ALL IRRIGATED AREAS SHALL PROVIDE 1H A RAIN SENSOR p COVERAGE FROM A THE FITTING. IF THE PIPE ISN'T AT THE BOTTOM OF THE FITTING UPON COMPLETION, 3. ACCEPTANCE OF REQUIRED CONTROLLER CHARTS AND PLACEMENT INSIDE OF FULLY AUTOMATIC IRRIGATION SYSTEM WITH A RAIN SENSOR AS SHOWN. THE RAIN CONTROLLER GROUNDING THE GLUE JOINT IS UNACCEPTABLE AND MUST BE DISCARDED. CONTROLLERS. SENSOR SHALL BE INSTALLED TO PREVENT ITS ACTIVATION BY ADJACENT HEADS. 4. TURNOVER OF ALL REQUIRED PARTS AND COOLS AS OUTLINED IN THE PROJECT ALL WATERING PROCEDURES SHALL CONFORM TO LOCAL CODES, AS WELL AS THIS CONTRACTOR CO UTILIZE 4"XS'X5/8" COPPER GROUNDING PLATES, 5/8"Xi0' COPPER PIPES MUST CURE A MINIMUM OF 30 MINUTES PRIOR TO HANDLING AND PLACING INTO SPECIFICATIONS. REGULATIONS. REGIONAL WATER MANAGEMENT DISTRICT PUBLIC LIC SAFETY AND CLAD GROUNDING RODS, 'ONE STRIKE' CAD WELLS At ALL CONNECTION POINTS, *6 TRENCHES. A LONGER CURING TIME MAY $E REQUIREDt REFER TO THE REGULATIONS. ZONES ARE PRIORITIZED FIRST BY PUBLIC SAFETY AND THEN BY HYDRAULIC CONCERNS. THIS SEQUENCING WILL BE A MANDATORY PUNCH LIST ITEM. BARE COPPER WIRE, AND EARTH CONTACT MATERIAL. INSTALL THESE AND OTHER MANUFACTURERS SPECIFICATIONS. THE PIPE MUST CURE A MINIMUM OF 24 HC)URS GUARANTEE: THE IRRIGATION SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM OF REQUIRED COMPONENTS AS OUTLINED IN THE DETAIL. CONTRACTOR TO VERIFY THAT PRIOR CO FILLING WITH WATER ONE CALENDAR YEAR FROM THE TIME OF FINAL ACCEPTANCE. THESE PLANS HAVE BEEN DESIGNED TO S,ACISFI'/EXGEED THE FLORIDA BUILDING THE EARTH CO GROUND RESISTANCE DOES NOT EXCEED 10 OHMS. CONTRACTOR CODE (FBC) APPENDIX F AND THE FLORIDA IRRIGATION SOCIETY STANDARDS AND SHALL PROVIDE A WRITTEN CERTIFICATION ON A LICENSED ELECTRICAL BACKFILLING SPECIFICATIONS FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS, FOURTH EDITION. CONTRACTORS LETTER HEAD SHOWING THE DATE OF THE LEST, CONTROLLER LOCATION, AND TEST RESULTS. EACH CONTROLLER SHALL BE SO GROUNDED AND THE BACKFILL 6" BELOW AND 6" ABOVE ALL PIPING SHALL BE CLEAN SAND. ALL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES 12 HOURS PRIOR CO COMMENCEMENT OF WORK TESTED. OCHER tRCNCH BAGGFILL CAN BE NATIVE MATERIAL BUT SHALL NOT CON -LAIN ANYTHING LARGER THAN 2" IN DIAMETER It IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE LAYOUT MAIN LINE PIPE DEPTH MEASURED TO THE TOP OF PIPE SHALL BE 24" MINIMUM, 36" THEMSELVES WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, LAY OUT IRRIGATION SYSTEM MAINLINES AND LATERAL LINES. MAKE THE MINIMUM AT VEHICULAR CROSSINGS. STRUCTURES AND UTILITIES. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SNECESSARY ADJUSTMENTS AS REQUIRED CO TAKE INTO ACCOUNT ALL SITE SHOWN ON THE DRAWINGS WHEN It IS OBVIOUS IN THE FIELD CHAT UNKNOWN OBSTRUCTION, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS OBSTRUCTIONS AND LIMITATIONS PRIOR TO EXCAVATING TRENCHES, LATERAL LINE DEPTHS MEASURED CO TOP OF PIPE SHALL BE 18" MINIMUM, 30" MINIMUM AT VEHICULAR CROSSINGS. EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH STAKE ALL SPRINKLER HEAD LOCATIONS. ADJUST LOCATION AND MAKE THE OBSTRUCTIONS, OR DIFFERENCES, SHOULD BE BROUGHT CO THE ATTENTION OF THE NECESSARY MODIFICATIONS CO NOZZLE TYPES, ETC. REQUIRED TO INSURE 100% CONTRACTOR SHALL BACKFILL ALL PIPING, BOTH MAINLINE AND LATERALS, PRIOR OWNER' AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT HEAD CO HEAD COVERAGE, REFER TO THE EDGE OF PAVEMENT DETAIL ON THE TO PEWORMING ANY PRESSURE TESTS. THE PIPE SHALL BE BACKFILLEO WITH THE FOR AN I RE THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY IRRIGATION DETAIL SHEET. EXCEPTION OF 2' ON EACH SIDE OF EVERY JOINT (BELL FITTINGS, 90'S, TEES, �f5'S, FOR ANY REVISIONS NECESSARY. ETC.). THESE JOINTS SHALL NOT BE BACKFILLEp UNTIL ALL PIPING 14AS SPRAY HEADS SHALL BE INSTALLED 4" FROM SIDEWALKS OR CURBED ROADWAYS SATISFACTORILY PASSED ITS APPROPRIATE PRESSURE TEST AS OUTLINED BELCaW. IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL EXISTING SITE ITEMS AND 12" FROM UNCURBED ROADWAYS AND BUILDING FOUNDATIONS. ROTORS SHALL DAMAGED BY THEIR WORK. IRRIGATION CONTRACTOR SHALL COORDINATE THEIR BE INSTALLED 4" FROM CURBED ROADWAYS, 12" FROM BUILDING , FLUSHING WORK WITH OTHER CONTRACTORS FOR T14E ROM SIDEWALKS O E LOCATION AND INSTALLATION OF PIPE FOUNDATIONSAND FROM UNCUKS ROAD SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAYING, ETC. WAYS. PRIOR TO THE PLACEMENT OF HEADS, FLUSH ALL LINES FOR A MINIMUM OFu 10 SHRUB HEADS SHALL BE INSTALLED ON 3/4" SCH 40 PVC RISERS. THE RISERS MINUTES OR UNTIL LINES ARE COMPLETELY CLEAN OF DEBRIS, WHICHEVER, IS THE CONTRACTOR SHALL LAKE IMMEDIATE STEPS CO REPAIR, REPLACE, OR SHALL BE SET AT A MINIMUM OF 18" CURBING, OFF SIDEWALKS, ROADWAY CURBI, BUILDING LONGER RESTORE ALL SERVICES TO ANY UTILITIES WHICH ARE DISRUPTED DUE CO THEIR FOUNDATIONS, AND/OR ANY OCHER 1-1,4RDSCAF'ED AREAS. gl-IRt,►$ HEADS SHALL BE OPERATIONS. ALL COSTS INVOLVED IN DISRUPTION OF SERVICE AND REPAIRS DUE INSTALLED TO A STANDARD HEIGHT OF 4" BELOW MAINTAINED HEIGHT OF PLANTS USE SCREENS IN HEADS AND ADJUST HEADS FOR PROPER COVERAGE AVOIDING RE NEGLIGENCE ON THE PART OF THE CONTRACTOR SHALL BE THE CONTRACTOR'S AND SHALL BE INSTALLED WITHIN PLANTED MASSES TO BE LESS VISIBLE AND EXCESS WATER ON WALLS, WALKS AND PAYING. RESPONSIBILITY. OFFER PROTECTION. PAINT ALL SHRUB RISERS WITH FLAT BLACK OR FOREST GREEN TESTING POINT OF CONNECTION (P.O.C.) PAINT, UNLESS IRRIGATION SYSTEM WILL BE INSTALLED FROM A REUSE WATER SYSTEM WITH PURPLE PVC RISERS. ��G THE P.O.G. IS A 2" RECLAIMED WATER METER CONTRACTOR CO PROVIDE HUNTER ROAM XL KIT TO BE USED DURING COVER,.' E THE P.O.C. MUST BE CAPABLE OF LOCATE VALVES PRIOR TO EXCAVATION. INSURE THAT THEIR LOCATION PROVIDES TESTS AND INSPECTIONS. CONTRACTOR TO TURN THE ROAM XL OVER TO 'rHE DELIVERING A MINIMUM OF 120 GPM AT 60 PSI. CONTRACTOR SHALL VERIFY THESE FOR EASY ACCESS AND THAT THERE IS NO INTERFERENCE WITH PHYSICAL OWNER UPON PROJECT COMPLETION. MINIMUM CONDITIONS CAN BE MET PRIOR t0 BEGINNING IRRIGATION SYSTEM INSTALLATION. STRUCTURES, PLANTS, TREES, POLES, ETC. VALVE BOXES MUST BE PLACED A MINIMUM OF 12" AND A MAXIMUM OF 15" FROM THE EDGE OF PAVEMENT, CURBS, ETC., REMOVE ALL REMOTE CONTROL VALVES AND CAP USING A THREADED CAP. F1d1ILL AND THE TOP OF THE BOX MUST BE 2" ABOVE FINISH GRADE. NO VALVE BOXES MAINLINE WITH WATER AND PRESSURIZE THE SYSTEM t0 125 PSI. MONITOR THE IF THE CONDITIONS CAN WITH BE MET, THE CONTRACTOR MUST NOTIFY THE DESIGNER SHALL BE INSTALLED IN CURS AREAS WITHOUT APPROVAL BY THE IRRIGATION SYSTEM PRESSURE AT TWO GAUGE LOCATIONSt THE GAUGE LOCATIONS MUST BE AT PRIOR C PROCEEDING WITH THE WORK. IF THE CONTRACTOR DOES PO SI SO, THE DESIGNERt ONLY IN SHRUB BEDS. NEVER INSTALL VALVE BOXES IN SPORT FIELD OPPOSITE ENDS OF THE MAINLINE. WITH THE SAME RESPECTIVE PR:ESSUR?ES, CONTRACTOR PROCEEDS At THEIR OWN RISK AND BECOMES RESPONSIBLE FOR AREAS. MONITOR THE GAUGES FOR TWO HOURS. THERE CAN BE NO LOSS IN PRESSURE At ANY FUTURE WORK REQUIRED t0 MAKE THE SYSTEM PERFORM AS REQUIRED. EITHER GAUGE FOR SOLVENT -WELDED PIPE. GASKETEO PIPING SHALL LOSE NO PIPING VALVES MORE WATER THAN ALLOWED PER THE FLORIDA STATE BUILDING CODE, VOLUME: it PLUMBING, PART VI, APPENDIX IP. REFER TO THIS SECTION FOR THE FORMULA TO BE SEQUENCE ALL VALVES SO THAT THE FARTHEST VALVE FROM THE P.O.C. OPERATES USED TO CALCULATE THE MAXIMUM ALLOWABLE WATER LOSS DURING THE TESTING THE FIELD. WHEN LAYING OUT MAINLINES PLACE A MAXIMUM OF 18" AWWAYAYFF PIPE LOCATIONS SHOWN ON THE PLAN ARE SCHEMATIC AND SHALL BE ADJUSTED IN FIRST AND THE CLOSEST TO THE P.O.C. OPERATES LAST. THE CLOSEST VALVE TO TIME. IF THESE PARAMETERS ARE EXCEEDED, LOCATE THE PROBLEMt REPAIR ITT ROM THE P.O.C. SHOULD BE THE LAST VALVE IN THE PROGRAMMED SEQUENCE. WAIT 24 HOURS AND RETRY THE TEST. THIS PROCEDURE MUST BE FOLLOWED UNTIL EITHER THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR OTHER THE MAINLINE PASSES THE TEST. HARDSCAPE TO ALLOW FOR EASE IN LOCATING AND PROTECTION FROM PHYSICAL ADJUST THE FLOW CONTROL ON EACH RCV CO ENSURE SHUT OFF IN 10 SECONDS DAMAGE. INSTALL ALL LATERAL PIPE NEAR EDGES OF PAVEMENT OR AGAINST AFTER DEACTIVATION BY THE IRRIGATION CONTROLLER THE LATERAL LINES MUST BE FILLED AND VISUALLY CHECKED FOR LEAKS. ANY BUILDINGS WHENEVER POSSIBLE CO ALLOW SPACE FOR PLANT ROOT BALLS. LEAKS DETECTED MUST BE REPAIRED. NO PRESSURE TEST OF THE LATERAL LINES ALWAYS INSTALL PIPING INSIDE PROJECT PROPERTY BOUNDARY. USING 3" HIGH NUMBER STENCILS, PAINT THE VALVE NUMBER IN WHITE ON THE LID OF IS REQUIRED - PIPES SHALL ALWAYS BE PLACED IN PLANTING BEDS. IF It IS NECESSARY CO HAVE EACH VALVE BOX. PIPING UNDER ONCE THE MAINLINE AND LATERAL LINES HAVE PASSED THEIR RESPECTIVE tE:'1CS 1-IARDSCAPES, SUCH AS ROADS, WALKS, AND PATIOS, THE PIPES MUST EQUIPMENT AND THE SYSTEM IS COMPLETELY OPERATIONAL, A COVERAGE TEST AID BE SLEEVED USING SCHEDULE 80 PVC WITH THE SLEEVE DIAMETER BEING TWICE DEMONSTRATION OF THE SYSTEM IS REQUIRED. THE IRRIGATION CONTRACTOR MIST THE SIZE OF THE PIPE IT IS CARRYING WITH A MINIMUM SLEEVE SIZE OF 2". BUBBLERS SHALL BE INSTALLED USING SCH 80 NIPPLES AND SHALL BE PLACED DEMONSTRATE TO THE OWNER OR HIS/HER REPRESENTATIVE THAT PROPER PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS AT THE BASE OF TREES FOR LOW LEVEL WATERING. COVERAGE IS OBTAINED AND THAT THE SYSTEM WORKS AUTOMATICALLY FROM THE OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER CONTROLLER THIS DEMONSTRATION REQUIRES THAT EACH ZONE BE TURNED ON IN Z SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE ALL POP-UP HEADS SHALL BE PRESSURE REGULATED At 40 pal. ALL POP-UP THE PROPER SEQUENCE AS SHOWN ON THE PLANS FROM THE CONTROLLER Ek HEADS SHALL BE MOUNTED ON FLEX -TYPE SWING JOINTS. ZONE WILL BE INSPECTED FOR PROPER COVERAGE AND FUNCTION. 7 HE O REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. DETERMINATION OF PROPER COVERAGE AND FUNCTION WILL BE SOLI=Y MAINLINE SHALL BE PVC CLASS 200 SOR 21. MAINLINE PIPE SHALL BE GASKETED, ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE. WITH DUCTILE IRON FITTINGS (SIZED PER PLANS), INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS, AND IN ACCORDANCE WITH LOCAL AND STATE LAWS. OPERATIONAL TESTING -UPON COMPLETION OF B,ACKFILLING, FINISH GRADING AllD Q CONTOURING, TEST THE ENTIRE SYSTEM FOR PROPER OPERATION, INCLUDING.; CONTRACTOR t0 ENSURE ALL MAINLINE PIPING IS PROPERLY RESTRAINED USING SIGNAGE 4 MARKING ELECTRICALLY ACTUATING THE REMOTE CONTROL VALVES. RUN EACH ZONE UN"I'IL e MECHANICAL JOINT FITTINGS, RESTRAINING COLLARS, THREADED RODS, THRUST WATER BEGINS CO PUDDLE OR RUN OFF, THIS WILL ALLOW DETERMINATION OF t&-IE U. BLOCKS, ETC., AS AND WHERE REQUIRED. CONTRACTOR SHALL REFER TO PIPE THE WATER SOURCE IS RECLAIMED WATER ALL SYSTEM COMPONENTS MUST COMPLY NUMBER OF IRRIGATION START TIMES NECESSARY CO MEET THE WEEKI,_Y MANUFACTURER'S RECOMMENDED INSTALLATION PRACTICES FOR FURTHER WITH THE LAW. PROPERLY MARKADENTIFY ALL PIPING, VALVES, SPRINKLER HEADS, EVAPOTRANSPIRATION REQUIREMENTS OF THE PLANTING MATERIAL IN EACH ZONE. IN V DIRECTION. VALVE BOXES, CONTROLLERS, AND IRRIGATED AREAS. COLOR CODE USING SANDY SOILS NO PUDDLING WILL OCCUR IN THESE CASES, CALCULATE T14E PVC PIPE JOINT COMPOUND AND PRIMER: SLOW -DRYING, HEAVY DUTY CEMENT AND PEW 'PANTONE PURPLE' AND PROPERLY SIGN IRRIGATED AREAS, AS REQUIRED. REQUIRED RUN TIMES. 0. TINTED (PURPLE) PRIMER THAT IS COMPATIBLE WITH THE CEMENT. THE PVC CEMENT ADVISORY SIGNS DESIGNATING THE NATURE OF THE REUSE PROJECT MUST BE SUBMITTALS SHALL BE WELD -ON 2111 GREY AND THE PRIMER SHALL BE WELD -ON P10 PURPLE POSTED IN AREAS WHERE REUSE IS PRACTICED ADVISORY SIGNS MA M o z o a o — 0 /n Z W m > 0 0 W v U � I I I I I�I�II�I CD 0 N d CO Ljjcr) c 00 1T r 6 Cn or0_OcoE coC. o Am u� 'o cts T LL C CY C .0 za Co U_ O_ op L N Q �CD ago U- 0 Y BE POSTED PRIMER, OR APPROVED CERTIFICATES OF AUTHORIZATION: EQUALS. AT ENTRANCES AND ACCESS POINTS WHERE RECLAIMED WATER IS USED FOR THE CONTRACTOR MUST SUBMIT FOR APPROVAL, PRIOR CO INSTALLATION, COPIIEcS LANDSCAPE IRRIGATION. ADVISORY SIGNS MUST INCLUDE THE TEXT: "DO NOT OF THE MANUFACTURER'S CUT SHEETS/SPECIFICATIONS FOR ALL COMPONENTS TO E'.;3E DRINK" IN ENGLISH AND SPANISH TOGETHER WITH THE EQUIVALENT STANDARD USED IN THE IRRIGATION SYSTEM. O 0 INTERNATIONAL SYMBOL. AFTER PROJECT COMPLETION, AND AS A CONDITION OF FINAL ACCEPTANCE, T14E Q 0 �� cc EB7318 LB6680LCO337 VDES. aBWl CHK. PROJECT / FILE NO. 12— 00131 DRAWING NO. IRN-1 APPROVED : JOHN P. GORHAM DATE DRAWN: Z Q JC7 OF nA. REGISTRATION N0.LA0001237 DAIS : 2/1 4/1 4 � 3 8 , I PARCEL ID NUMBERS.: PROPERTY ADDRESS: GROSS SITE AREA: R.O.W. DEDICATION: NET SITE AREA: LOT 1 - MULTIFAMILY: LOT 2 - OFFICE COMMERCIAL: LOT 3 - RETAIL COMMERCIAL: EXISTING ZONING: PROPOSED ZONING: ZONING COMPATIBILITY 29-22-28-8895-01-001 1650 MAGUIRE ROAD CITY OF OCOEE, FLORIDA 14.11 AC. 0.12 AC. 13.99 AC. TOTAL 11.34 AC. 0.93 AC. (NET) 1.72 AC. (NET) COMMERCIAL (C-3) PLANNED UNIT DEVELOPMENT -1 umnam MULTIFAMILY: MAXIMUM ALLOWABLE DENSITY: 16.0 UNITS / AC. DENSITY AS SHOWN: 14.5 UNITS / AC. (1) TOTAL NUMBER OF UNITS: 242 UNITS TYPE OF UNITS: MULTIFAMILY STACKED / FLATS MIN. NET LIVING AREA: 650 SF MAX. BUILDING HEIGHT: 35 FEET TO MEDIAN / 40 FEET TO RIDGE SCHOOL AGE POPULATION: 484 STUDENTS (1) PROPOSED DENSITY BASED ON 14.11 ACRES GROSS SITE AREA PLUS 2.60 ACRES OFFSITE STORMWATER RETENTION POND) RETAIL / COMMERCIAL: TYPE OF USE: FLOOR AREA RATIO: THE PROJECT IS COMPATIBLE WITH THE SURROUNDING ZONING DISTRICTS WHICH ARE: 1. R-3 MULTIFAMILY TO THE SOUTH, LANDSCAPE BUFFERS 2. C-3 GENERAL COMMERCIAL TO THE EAST (CURRENTLY THE WESMERE MASTER MULTIFAMILY (LOT 1): STORMWATER POND), FRONT: 25 FEET (FROM MAGUIRE ROAD) 3. THE FLORIDA TURNPIKE TO THE NORTH, AND 10 FEET (FROM RETAIL PARCELS) 4. C-3 GENERAL COMMERCIAL TOT HE WEST, REAR: 10 FEET (FROM STORMWATER TRACT) SIDE: 25 FEET (FROM TOMYN BOULEVARD) 10 FEET (FROM FLORIDA TURNPIKE) BUILDING SETBACKS 10 FEET (FROM RETAIL PARCEL) " MULTIFAMILY (LOT 1): FRONT: 50 FEET (FROM MAGUIRE ROAD 8, RETAIL PARCELS) REAR: 25 FEET (FROM STORMWATER TRACT) SIDE: 75 FEET (FROM FLORIDA TURNPIKE) 50 FEET (FROM TOMYN BOULEVARD 8, RETAIL PARCELS) RETAIL / COMMERCIAL (LOT 2 8,3): FRONT: 50 FEET (FROM MAGUIRE ROAD) REAR: 50 FEET (FROM MULTIFAMILY) SIDE: 25 FEET (FROM RETAIL) 50 FEET (FROM TOMYN BOULEVARD 8, MULTIFAMILY) RETAIL / COMMERCIAL (LOT 2 & 3): FRONT: 25 FEET (FROM MAGUIRE ROAD) REAR: 10 FEET (FROM MULTIFAMILY) - SIDE: 10 FEET (FROM MULTIFAMILY) - 25 FEET (FROM TOMYN BOULEVARD) ALL PERMITTED UNDER C-3 ZONING 3.0 MAX. * REQUIRED BUFFER WIDTH SHALL BE CENTERED ON COMMON LOT LINE LAND USE DATA DESCRIPTION LOT 1 (AC. / %) LOT 2 (AC. / %) LOT 3 (AC. / %) TOTALS (AC. / %) IMPERVIOUS AREA 6.89 AC./ 0.64 AC./ 1.14 AC./ 60.76% 68.82% 66.28% 8.67 AC./ 61.97% BUILDING AREA 1-93AC. 0.07AC.1 0.21 AC./ 1702% 753% 12.21% 2.21 AC./ 15.80% PAVEMENT AREA 3,75AC.1 0.55AC.1 0.88AC.1 33.07% 59.14% 51.16% 5.18AC.13702% SIDEWALKS / HARDSCAPE 1.21 AC.1 0.02AC.1 0.05AC.1 10.67% 2.15% 2.91% 1,28AC.19.15% PERVIOUS / OPEN SPACE 4.45 AC,/ 0.29 AC,/ 0.58 AC./ - 39.24% 31.18% 33.72% 5.32 AC./ 38.03% TOTALS 11.34 AC./ 0.93 AC./ 1.72 AC./ I 1 100% 100% 100% 13.99 AC./ 100% OPEN SPACE DATA MULTIFAMILY (LOT 1) REQUIREMENT PER SECTION 4-5L(3), MINIMUM OPEN SPACE SHALL BE 25% OF GROSS LAND AREA. OPEN SPACE REQUIRED: 0.25 X 11.34 AC. = 2.84 AC. OPEN SPACE PROVIDED: = 4.45 AC. RETAIL COMMERCIAL (LOT 2) REQUIREMENT PER SECTION 4-5M(2), MINIMUM OPEN SPACE SHALL BE 20% OF NET LAND AREA. OPEN SPACE REQUIRED: 0.20 X 0.93 AC. = 0.19 AC. RETAIL COMMERCIAL (LOT 3) REQUIREMENT PER SECTION 4-5M(2), MINIMUM OPEN SPACE SHALL BE 20% OF NET LAND AREA. OPEN SPACE REQUIRED: 0.20 X 1.72 AC. = 0.34 AC. RECREATION SPACE DATA MULTIFAMILY (LOT 1) REQUIREMENT PER SECTION 4-5L(4), MINIMUM REQUIRED AT RATIO OF 5 AC. PER 1,000 POPULATION OR 5% OF GROSS LAND AREA, WHICHEVER IS GREATER. RECREATION SPACE REQUIRED = 484 POP./1,000 POP. X 5 PC. = 2.42 AC. OR = 0.05 X 11.34 AC. = 0.57 AC, THEREFORE 2.42 AC. REQUIRED. RECREATION SPACE PROVIDED: = 2.55 AC. UTILITY SERVICE POTABLE WATER SANITARY SEWER STORMWATER: Au2mm CITY OF OCOEE 242 DU @ 350 GPD = 84,700 GPD DOMESTIC DEMAND (LOT 1 ONLY) 2,000 GPM FIRE FLOW CITY OF OCOEE 242 DU @ 270 GPD = 65,340 GPD (LOT 1 ONLY) PROVIDED OFFSITE IN THE WESMERE MASTER STORMWATER SYSTEM ---' - - - -- - -- -- - 11 InL-c kOl rnmOr-O UuhhtblUNUINU 10 THE THREE PROPOSED LOTS, WHICH MAY BE DEVELOPED IN ANY ORDER.EACH LOT WILL BE DEVELOPED AS A SINGLE PHASE. EACH PHASE SHALL BE DEVELOPED WITH THE INFRASTRUCTURE (WATER, SEWER, DRAINAGE, PARKING AND INGRESS/EGRESS) SUFFICIENT TO SERVE THAT PHASE OF THE PROJECT. PROPERTY MANAGEMENT ------ . - - " -- - I" F-u rurl uvvl'Jtt-izjtllFl ANU MAINTENANCE OF ALL COMMON AREAS AND FACILITIES. SCHOOL DATA DEVELOPMENT SHALL BE SERVICED BY: WESTBROOKE ELEMENTARY SCHOOL SUNRIDGE MIDDLE SCHOOL WEST ORANGE HIGH SCHOOL SCHOOL AGE POPULATION: ELEMENTARY SCHOOL: 34 MIDDLE SCHOOL: 14 HIGH SCHOOL: 16 FLOODPLAIN DATA ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 12095CO220 F, ORANGE COUNTY, FLORIDA, DATED SEPTEMBER 25,2009, THE PROJECT SITE LIES IN ZONE "X", OUTSIDE OF THE 500-YEAR FLOODPLAIN. it;lgawm THIS SITE HAS PREVIOUSLY BEEN CLEARED AND MASS GRADED AS PART OF THE WESMERE MASTER DEVELOPMENT INFRASTRUCTURE PROJECT. THERE ARE NO EXISTING TREES OF CONSEQUENCE LOCATED ONSITE AS DEFINED BY THE CITY OF OCOEE CODE. gaaamEom MULTIFAMILY (LOT 1): PER SECTION 6-4,G(1)(b), REQUIRED PARKING IS 2.25 SPACES / UNIT. BASED ON WAIVER, REQUIRED PARKING IS 2.0 SPACES / UNIT. CODE REQUIRED SPACES: 242 UNITS X 2.25 SPACES / UNIT = 545 SPACES WAIVER REQUIRED SPACES: 242 UNITS X 2.0 SPACES / UNIT = 484 SPACES TOTAL SPACES PROVIDED: = 520 SPACES HANDICAP SPACES REQUIRED: 401 TO 500 SPACES = 9 SPACES HANDICAP SPACES PROVIDED: = 18 SPACES * INCLUDES GARAGE SPACES IN BUILDINGS GRAPHIC SCALE 5 1 0 0 25 50 100 IN FEET 1 INCH = 50 FEET RETAIL / COMMERCIAL (LOTS 2 & 3): PARKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 6-4.G(5)(h) OF THE CITY OF OCOEE LAND DEVELOPMENT CODE. 0. ,,7C-77-i-77 008d Oe 9. RIGHT OF WAY 'TT cl 3 9L -��...�PRQ�PERTY L SS38 5 21 �2 10 99r Od Tge6 8,yo DEDICATION 5' lips IN3 V9 ADa3N.3 SS98008d Oe 12>3 aid o r 72' 7 k- BUI -DI G F 28 UN TS I- I LOT 3 71, 13-STORYI COMMERCIAL LOT 2 < I C-3 ZONING COMMERCIAL 7 EN WALL C-3 ZONING SIG A, E 473, 04" 0 -n7 -50' BUILDING SETBACK 15'UTILITY EASEMENT-\ 10 SCREEN WALL 10 12' LOT LINE 12 5' 50' BUILDING SETBACK < cr- LOT 1 >O APARTMENT Lu COMPLEX to 0 c co 12' 14'' 9 d -U 2U %412, 2 b' 12' L I HonOdHl 6 Od 'OZ 8d 19 7 Fm I F t NEW-= 10J� fTFF I T I T I I PERIMETERFENCE/WALL-J" PROPERTY LINE ' 25BUILDING SETBACK CK LIFT STATION 5' LANDSCAPE BUFFER TRACT EXISTING WESMERE MASTER STORMWATER POND I el a ENCLOSED DUMPSTER/ COMPACTOR \-75'BUILDING SETBACK -10' LANDSCAPE BUFFER PERIMETER FENCE/WALL APPROVED : MARC D. STBU PE FLA. REGISTRATION NO. 52781 - DATE CD 04C) oc� LLJ a) C\d C\J 00 C0 =3 a co ID E O CO 00 cu 0) tm 0 co a) C/) Z5 LL A? '; L-L c• I CD -je 00 00 ca w- 00 mmi c\l 8 -s-? to o0-i LL MUMMER �--��-nFICATES �.F A.-.=11.-.117 EB7318 LB6680 LC0337 JBG JBG LW [14:fS, OWN. CHK. PROJECT / FILE No. 12- 0 0131 DRAWING NO. msp- DATE DRAWN: lSt� ,-�O'F 7/23/12 9 I PLAT OF VICINITY MAP N. T.S. DESCRIPTION. - THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ORANGE, STATE OF FL, AND IS DESCRIBED AS FOLLOWS: PARCEL 1, VILLAGES OF WESMERE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 70, PAGES 9 THROUGH 17, INCLUSIVE, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. CONTAINS 614,510 SQUARE FEET OR 14.107 ACRES MORE OR LESS. TOGETHER WITH. THOSE NON-EXCLUSIVE APPURTENANT EASEMENT RIGHTS DECLARED, CREATED AND GRANTED PURSUANT TO THAT CERTAIN DRAINAGE EASEMENT AGREEMENT RECORDED OCTOBER 5, 1998 IN OFFICIAL RECORDS BOOK 5583, PAGE 1191, AS AMENDED IN OFFICIAL RECORDS BOOK 5857, PAGE 4096 AND OFFICIAL RECORDS BOOK 6099, PAGE 3765, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; TOGETHER W/TH: THOSE NON-EXCLUSIVE APPURTENANT EASEMENT RIGHTS DECLARED, CREATED AND GRANTED PURSUANT TO THAT CERTAIN DRAINAGE EASEMENT AGREEMENT (PARCEL RW-8 AND RW-9) RECORDED FEBRUARY 25, 2000 IN OFFICIAL RECORDS BOOK 5949, PAGE 3830, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. TOGETHER WITH® ALL OF OWNER'S RIGHT, TITLE AND INTEREST IN AND TO THAT CERTAIN GRANT OF EASEMENT FOR DRAINAGE BY AND BETWEEN SOUTHEASTERN DEVELOPMENT LANDS WESMERE COMMERCIAL, LLC, AND LAKE BUTLER PROFESSIONAL CENTER, LLC, DATED JULY 27, 2007, RECORDED JULY 31, 2007, IN OFFICIAL RECORDS BOOK 9372, PAGE 2042, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. TOGETHER W/THa ALL OF OWNER'S RIGHT, TITLE AND INTEREST IN AND TO THAT CERTAIN GRANT OF EASEMENT FOR ACCESS AND UTILITIES BY AND BETWEEN SOUTHEASTERN DEVELOPMENT LANDS WESMERE COMMERCIAL, LLC, AND LAKE BUTLER PROFESSIONAL CENTER, LLC, DATED JULY 27, 2007, RECORDED JULY 31, 2007 IN OFFICIAL RECORDS BOOK 9372, PAGE 2049, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. NOTES.- 1. BEARING STRUCTURE IS BASED ON THE MONUMENTED SOUTH LINE OF PARCEL 1 BEING S89° 15'48"W (PER PLAT). 2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BY THE CLIENT OR CLIENTS REPRESENTATIVE. 3. THIS SURVEY WAS MADE ON THE GROUND. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM, INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 4. THIS BUILDING/LOT LIES IN ZONE "X", BASED ON FLOOD INSURANCE RATE MAP NO. 12095CO220F, COMMUNITY NO. 120185, CITY OF OCOEE,) ORANGE COUNTY, FLORIDA, EFFECTIVE SEPTEMBER 25, 2009. 5. ACCORDING TO FLORIDA STATUTES, CHAPTER 472.025, A LAND SURVEYOR SHALL NOT AFFIX HIS SEAL OR NAME TO ANY PLAN OR DRAWING WHICH DEPICTS WORK WHICH HE IS NOT LICENSED TO PERFORM OR WHICH IS BEYOND HIS PROFESSION OR SPECIALTY THEREIN. THEREFORE, WE ARE UNABLE TO CERTIFY AS TO MUNICIPAL ZONING COMPLIANCE, INTERPRETATION OF ZONING CODES OR THE DETERMINATION OF VIOLATIONS THEREOF. 6. THIS SURVEY MADE WITH BENEFIT OF FIRST AMERICAN TITLE INSURANCE COMPANY'S COMMITMENT FAST NO. 1062-2725451, EFFECTIVE: JUNE 17, 2013, AS REVISED BY REVISION NO. 7, DATED JULY 5, 2013 AND THAT CERTAIN OPINION OF TITLE PREPARED BY MARSHALL J. EMAS, ESQ. 7. THIS SURVEY IS VALID ONLY FOR THE PARTIES TO WHOM IT IS CERTIFIED. 8. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS SET FORTH IN FLORIDA STATUTES. 9. ELEVATIONS BASED ON ORANGE COUNTY BENCHMARK #L933004 HAVING AN ELEVATION OF 128.773 FEET, (NAVD 88). 10. THE WATER BOUNDARIES SHOWN HEREON ARE SUBJECT TO CHANGE DUE TO NATURAL CAUSES AND MAY OR MAY NOT REPRESENT THE ACTUAL LOCATION OF THE LIMIT OF TITLE. 11. THERE ARE NO STRIPED PARKING SPACES ON THE SITE AT THE TIME OF SURVEY. EASEMENT KEYMAP (SCALE; NrS) , E 7CCEPTIdN i 6. n,! �Q87 PG 4096 WAGE EASEMENT:. �4) . �•�. �rr-r of OrLctndo Inc., LB 4475 2012 E. Robinson St. OrLc ndo, Floridu 32803 ww-w.AccurightSurveys. net c�ccusurvey®beLLsouth. net PHONE: (407) 894-6314 FAX: (407) 897-3777 r I ORANGE I OC70-9 - VILLAGES OF WESMERE I PARCEL 1 I OC70.9 PARCEL 1-EMAII_dwa _ par. 12 9013 THIS SURVEY MEETS THE "MINIMUM TECHNICAL STANDARDS" AS REQUIRED BY CHAPTER 5J-17 FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER." I SCHED(JLE B// - EASEMENT AND EXCEPTIONS: 9. DEVELOPER'S AGREEMENT FOR PROPERTY EAST OF MAGUIRE ROAD IMMEDIATEC( SOUTH OF THE SUNSHINE PARKWAY BY AND BETWEEN HELLER BROTHERS' GROVES AND THE CITY OF OCOEE, DATED FEBRUARY 10, 1987 AND RECORDED MARCH 12, 1987 IN BOOK 3868, PAGE 1322. (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH - MAGUIRE ROAD RIGHT-OF-WAY IS SHOWN HEREON.) 10. ORANGE COUNTY/PRIMA VISTA UTILITY COMPANY, INC. SEWER SERVICE TERRITORIAL AGREEMENT CONTRACT NO. S-87-8 DATED JUNE 8, 1987 AND RECORDED JUNE 10, 1987 IN BOOK 3894, PAGE 1363; AS AMENDED BY THAT CERTAIN FIRST AMENDMENT DATED FEBRUARY 11, 1994 AND RECORDED FEBRUARY 23, 1994 IN BOOK 4702, PAGE 2589; AND THAT CERTAIN SECOND AMENDMENT DATED FEBRUARY 2, 1999 AND RECORDED DECEMBER 7, 1999 IN BOOK 5896, PAGE 3531; AND FURTHER AMENDED BY THAT CERTAIN THIRD AMENDMENT DATED SEPTEMBER 11, 2001 AND RECORDED JANUARY 11, 2002 IN BOOK 6432, PAGE 2130. (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH - NOT PLOTTABLE.) 11. ORANGE COUNTY/CITY OF OCOEE WATER SERVICE TERRITORIAL AGREEMENT CONTRACT NO. W-88-06 DATED NOVEMBER 14, 1988 AND RECORDED NOVEMBER 23, 1988 IN BOOK 4034, PAGE 291 AND RECORDED AUGUST 1, 1989 IN BOOK 4102, PAGE 367, AS AMENDED BY THAT CERTAIN FIRST AMENDMENT DATED FEBRUARY 11, 1994 AND RECORDED FEBRUARY 23, 1994 IN BOOK 4702, PAGE 2576; AS FURTHER AMENDED BY THAT CERTAIN SECOND AMENDMENT DATED SEPTEMBER 11, 2001 AND RECORDED JANUARY 11, 2002 IN BOOK 6432, PAGE 2116. (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH -NOT PLOTTABLE.) 12. DEVELOPER'S AGREEMENT FOR WATER SERVICE BY AND BETWEEN THE CITY OF OCOEE AND HELLER BROS. GROVES DATED NOVEMBER 22, 1988 AND RECORDED MARCH 3, 1989 IN BOOK 4060, PAGE 1888; AS AMENDED BY THAT CERTAIN AMENDMENT TO DEVELOPER'S AGREEMENT FOR WATER SERVICE DATED MARCH 24, 1997 AND RECORDED MARCH 31, 1997 IN BOOK 5225, PAGE 2669. (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH - NOT PLOTTABLE.) 13. DEVELOPER'S AGREEMENT FOR SEWER SERVICE BY AND BETWEEN CITY OF OCC1IEE AND HELLER BROS. GROVES DATED NOVEMBER 22, 1988 AND RECORDED MARCH 3, 1989 IN BOOK 4060, PAGE 1921. (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH - NOT PLOTTABLE.) 14. STORM DRAINAGE AGREEMENT BY AND BETWEEN OCOEE PARTNERS LIMITED PAPTNERSHIP, HELLER BROS. GROVES AND PARK SQUARE MAGUIRE, LTD., DATED NOVEMBER 10, 1989 AND RECORDED JANUARY 12, 1990 IN BOOK 4148, PAGE 4116; INCLUDING THAT CERTAIN ADDENDUM TO STORM WATER AGREEMENT RECORDED ON PAGE 4128 THEREIN. (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH - NOT PLOTTABLE.) 15. NON-EXCLUSIVE PERPETUAL EASEMENT IN FAVOR OF CITY OF OCOEE, FLORIDA DATED JANUARY 10, 1990 AND RECORDED JANUARY 25, 1990 IN BOOK 4151, PAGE 4754. (AFFECTS SUBJECT PROPERTY AS SHOWN HEREON.) 16. DRAINAGE EASEMENT AGREEMENT BY AND BETWEEN CENTEX HOMES AND HELLER BROS. GROVES RECORDED OCTOBER 5, 1998 IN BOOK 5583, PAGE 1191, AS AMENDED BY INSTRUMENTS RECORDED IN BOOK 5857, PAGE 4096 AND BOOK 6099, PAGE 3765. (AFFECTS SUBJECT PROPERTY AS A BLANKET TYPE EASEMENT FOR DRAINAGE -NOT PLOTTA,43LE. OFFSITE DRAINAGE AREAS HAVE BEEN SHOWN HEREON IN AN EASEMENT KEY MAP. SUBJECT PROPERTY LIES WITHIN EXHIBIT "B" OF SAID DOCUMENT) 17. INTENTIONALLY DELETED. 18. SLOPE EASEMENT AGREEMENT BY AND BETWEEN HELLER BROS. GROVES AND ('ITY OF OCOEE DATED FEBRUARY 16, 2000 AND RECORDED FEBRUARY 25, 2000 IN BOOK 5949, PAGE 3810. (AFFECTS SUBJECT PROPERTYAS SHOWN HEREON.) 19. DRAINAGE EASEMENT AGREEMENT (PARCEL RW-8 AND RW-9) BY AND BETWEEN CITY OF OCOEE AND HELLER BROS. GROVES RECORDED FEBRUARY 25, 2000 IN BOOK 5949, PAGE 3830. (AFFECTS SUBJECT PROPERTYAS AN OFFSITE DRAINAGE EASEMENT NOT SHOWN HEREON.) 20. INTENTIONALLY DELETED. 21. INTENTIONALLY DELETED. 22. INTENTIONALLY DELETED. 23. DISTRIBUTION EASEMENT IN FAVOR OF FLORIDA POWER CORPORATION DOING BI.:ISINESS AS PROGRESS ENERGY FLORIDA, INC. RECORDED MAY 10, 2007 IN BOOK 9253, PAGE 386. (AFFECTS SUBJECT PROPERTYAS SHOWN HEREON.) 24. GRANT OF EASEMENT FOR DRAINAGE BY AND BETWEEN SOUTHEASTERN DEVELOPMENT LANDS WESMERE COMMERCIAL, LLC, AND LAKE BUTLER PROFESSIONAL CENTER, LLC, DATED JULY 27, 2007 AND RECORDED JULY 31, 2007 IN BOOK 9372, PAGE 2042. (AFFECTS ALL OF TRACT "O-AS A BLANKET TYPE DRAINAGE EASEMENT -NOT PLOTTABLE. E)sHIBIT 'A" OF SAID DOCUMENT DESCRIBES THE SUBJECT PROPERTY.) 25. GRANT OF EASEMENT FOR ACCESS AND UTILITIES BY AND BETWEEN SOUTHEEASi''ERN DEVELOPMENT LANDS WESMERE COMMERCIAL, LLC, AND LAKE BUTLER PROFESSIONAL CENTER, LLC, DATED JULY 27, 2007 AND RECORDED JULY 31, 2007 IN BOOK 9372 PAGE 2049. (AFFECTS SUBJECT PROPERTYAS SHOWN HEREON, LYING G SOUTHERLY OF SUBJECT PROPERTY TY OVER TOMYN BOULEVARD AS SHOWN FOR ACCESS AND UTIILTIES.) 26. MATTERS REFLECTED UPON THE PLAT OF VILLAGES OF WESMERE RECORDED SEPTEMBER 5, 2007 IN PLAT BOOK 70, PAGES 9 THROUGH 17, INCLUSIVE. (AFFECTS SUBJECT PROPERTY AS SHOWN HEREON.) 27. AMENDED AND RESTATED MASTER DECLARATION OF COVENANTS AND RESTRICTIONS FOR WESMERE COVE RECORDED MAY 6, 2008 IN BOOK 9682, PAGE 3794, WHICH INCLUDES PROVISIONS FOR A PRIVATE CHARGE OR ASSESSMENTS. (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH - NOT PLOTTABLE.) 28. DEVELOPMENT AGREEMENT (LAKE BUTLER PROFESSIONAL CAMPUS) RECORDED JUNE 18, 2008 IN BOOK 9714, PAGE 5734. (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH - NOT PLOTTABLE.) 29. ORDINANCE NO. 2009-033 OF THE CITY OF OCOEE, FLORIDA, RECORDED DECE MBER 29, 2009 IN BOOK 9981, PAGE 1118. (SUBJECT TO THE TERMS AND CONDITIONS SET FORTH - NOT PLOTTABLE.) 31. That certain Mortgage from Lake Butler Professional Center, LLC, a Florida limited liability company to Kennedy Funding, Inc., a New Jersey corporation, as Agent for the lenders, recorded June 30, 2008 in Book 9721, Page 261, as assigned to BNP Paribas VPG Brookline CRE, LLC, a Delaware limited liability company by document recorded in Book 10156, Page 597, in the original principal amount of $2,600,000.00, and the terms and conditions thereof. Together with Assignment of Leases and Rents recorded in Book 9721, Page 314, as assigned in Book 10156, Page 597, and UCC-1 Financing Statement recorded in Book 9721, Page 323, as assigned in Book 10157, Page 3656.(SUBJECT TO THE TERMS AND CONDITIONS SET FORTH -NOT PLOTTABLE.) 32. Survey prepared by Accuright Surveys of Orlando, Inc., dated June 6, 2012, Revised July 23, 2012, under Job No. 33969, shows the following: electric and utility boxes. OLD WINTER GARDEN ROAD POND LPON'D N F�p�ipq T �RNA��F 0 0 LU POND SITE POND TOMYN I BOULEVARD SURVEY CERTIFIED TO: PARK PLACE AT MAGUIRE, LLC; CITY OF OCOEE, SHUTTS & BOWEN LLP; FIRST AMERICAN TITLE INSURANCE COMPANY, SHUFFIELD LOWMAN & WILSON, PA. LEGEND O - AIR RELEASE VALVE - AUTO SPRINKLER 8B - BOTTOM OF BANK BC - BACK OF CURB -►f- - BACK FLOW PREVENTER BLK - BLOCK - BENCHMARK 0 - BOLLARD BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURED 16 - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CC - COVERED CONCRETE CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE q - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE o CO - CLEAN OUT CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE - DRAINAGE EASEMENT DESC - DESCRIPTION fek - DOT INLET DP - DUMPSTER PAD DW - DRIVEWAY ® - ELECTRIC METER UERI - ELECTRICAL BOX ESMT - EASEMENT E/P - EDGE OF PAVEMENT FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION &FH - FIRE HYDRANT 'tj' - FLOOD LIGHT FND - FOUND FOC - FIBER OPTIC CABLE of? - FLAG POLE -G- - GAS LINE QW) - GAS METER - GUY WIRE ANCHOR - HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD L - ARC LENGTH LB - LICENSED BUSINESS 4 - LIGHT POLE LS - LICENSE SURVEYOR LSA - LANDSCAPED AREA MEAS - MEASURED MF - METAL FENCE ML - METAL LID MS - METAL SHED - MITERED END SECTION Q - MONITORING WELL N&D - NAIL & DISK NGVD - NATIONAL GEODETIC VERTICAL DATUM NTS - NOT TO SCALE OHE - OVERHEAD ELECTRIC OL - ON LINE ORB - OFFICIAL RECORDS BOOK OW - OVERHEAD WIRE PB - PLAT BOOK PC - POINT OF CURVATURE PEP - PER ENGINEERING PLANS PG - PAGE PI - POINT OF INTERSECTION P&M - PLAT & MEASURED POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRC - POINT OF REVERSE CURVATURE PS - PARKING SPACES PSM - PROFESSIONAL SURVEYOR AND MAPPER PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY O - SANITARY MANHOLE SAN - SANITARY LINE SDO - SHOWN FOR DIRECTION ONLY SN - SIGN SWF - STOCK WIRE FENCE 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE O - STORM MANHOLE -T- - UNDERGROUND TELEPHONE - STORM INLET TB -TOP OF BANK TP - TRAFFIC POLE - - TRAFFIC SIGN M - TRANSFORMER/JUNCTION BOX ® - TELEPHONE RISER s® - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE ® - CABLE TV RISER TYP - TYPICAL UE - UTILITY EASEMENT OUP - UTILITY POLE -W- - WATER LINE WF - WOOD FENCE WS - WOOD SHED ►� - WATER VALVE -@- - WATER METER ® - EASEMENT NUMBER 2 BOUNDARY SURVEY DATE: 711113 per 5J-17.051(3)(b)3 Florida Administrative Code DATE. JQBJ REVISION BY: 7123712 34335 ADD TITLE COMMITMENT ,W 7/1/13 36753 RESURVEY RJG 12110113 37828 ADD UTILITIES RJG BOUNDARY & TOPOGRAPHIC S'URvmr SCALE: 1" = 1' CF#00070-9 PARCEL 1-EMA1 JOB 33969 FIELD DATE: 6/6/12 DRAWN BY: ,W PREPARED FOR: SKORMAN CONSTRUCTION, INC. LOCATION: 1650 MAGUIRE ROAD, OCOEE, FLORIDA SUBDIVISION NAME: SHEET 1 OF 2 SECTION 29, TOWNSHIP 22 SOUTH, RANGE 28 EAST VILLAGES OF WESMERE COPYRIGHT ©1986 - 2013, ACCURIGHT SURVEY PLAT OF SURVEY I VICINITY MAP N. T. S. FA 125.8 X _,/ SET 1 /2" 1 LB #4475 CURVE DATA - A = ,08*05'30' R = 4495.60' L = 634.89' / CHORD ,S62'56'51 "E 634.37' PLAT S62°56'34"E 634.59' MEAS N00°44'12"W 191.71' MEAS -- of OrLctrzdo Inc. , LB 4475 2012 E. Robinson St. Orla�rzdo, Flovidu 32803 www.AccurightSurveys. net uc cusury e y ©b e L Ls outh. -net PHONE: (407) 894-6314 FAX.- (407) 897-3777 : IORANGEIOC70-9 - VILLAGES OF WESMEREI PARCEL 11OC70-9 PARCEL 1-EMAIL.dwa - nar. 17 9n1A THIS SURVEY MEETS THE "MINIMUM TECHNICAL STANDARDS" AS REQUIRED BY CHAPTER 5J-17 FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER." GRAPHIC SCALE Fm�v 0' 2 5' 5 0' 10 0' 15 0' 1" = 50' TPArT "lY' FND 1-114" IP -�SDO EE DETAIL "B" N45'44' 12"W 39.60' PLAT N45' 44'5 7_"-W-127- 39. 61 ' UFk4 OLD WINTER GARDEN ROAD POND POND F J' 0 0 W POND SITE F POND TOMYN I BOULEVARD REM& 'A" SCALE 1 " = 20 - - - - - - - ----------- 125.9 - - - - - - - o---125.6vw 6' MF/� cs 6.1 L4 - 0.7'S ' , LIFT STA119N � m 1 126.42 j 1 CONC 10 126.60 1 W 0.0' 0.1•M N o �Oo 126.2 �p m XLLJ €112Z 11 II i40 - D „12 n � Z N , ` 126.24 21 TRA(`T "AI" LIFT STATION OWNER: CITY OF OCOEE PARCEL ID: 29-22-28-8895-14-000 DETA& "B" SCALE 1 " = 20' z LTOP=126.13 N. INV=120.59 (30" RCP) S. INV=120.56 (30" RCP) LINE CHART L 1 S90°00'00"W 30.00' PLAT S89`52'30"W 30.00' MEAS L2 S00°00'00"W 30.00' PLAT SOO* 1 1 '42"W 29.99' MEAS L3 N90°00'00"E 30.00' PLAT N89°53'17"E 30.05' MEAS L4 S00°00'00"W 25.00' PLAT S00°05'11"E 25.07' MEAS L5 N89° 15'48"E 7.18' PLAT N89°01 '24"E 7.29' MEAS LEGEND O - AIR RELEASE VALVE d - AUTO SPRINKLER BB - BOTTOM OF BANK BC - BACK OF CURB 0. - BACK FLOW PREVENTER BLK - BLOCK - BENCHMARK 0 - BOLLARD BPC - BURIED POWER CABLE CALC - CALCULATED C&M - CALCULATED & MEASURED A - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CC - COVERED CONCRETE CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE q - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE oCO - CLEAN OUT CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE - DRAINAGE EASEMENT DESC - DESCRIPTION - DOT INLET DP - DUMPSTER PAD DW - DRIVEWAY ® - ELECTRIC METER fnB - ELECTRICAL BOX ESMT - EASEMENT LIP - EDGE OF PAVEMENT FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION &FH - FIRE HYDRANT `It$' - FLOOD LIGHT FND - FOUND FOC - FIBER OPTIC CABLE Of? - FLAG POLE -G- - GAS LINE ® - GAS METER - GUY WIRE ANCHOR - HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD L - ARC LENGTH LB - LICENSED BUSINESS 4 - LIGHT POLE LS - LICENSE SURVEYOR LSA - LANDSCAPED AREA MEAS - MEASURED MF - METAL FENCE ML - METAL LID MS - METAL SHED - MITERED END SECTION 0 - MONITORING WELL N&D - NAIL & DISK NGVD - NATIONAL GEODETIC VERTICAL DATUM NTS - NOT TO SCALE OHE - OVERHEAD ELECTRIC OL - ON LINE ORB - OFFICIAL RECORDS BOOK OW - OVERHEAD WIRE PB - PLAT BOOK PC - POINT OF CURVATURE PEP - PER ENGINEERING PLANS PG - PAGE PI - POINT OF INTERSECTION P&M - PLAT & MEASURED POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRC - POINT OF REVERSE CURVATURE PS - PARKING SPACES PSM - PROFESSIONAL SURVEYOR AND MAPPER PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP- REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY O - SANITARY MANHOLE SAN - SANITARY LINE SDO - SHOWN FOR DIRECTION ONLY SN - SIGN SWF - STOCK WIRE FENCE 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE O - STORM MANHOLE -T- - UNDERGROUND TELEPHONE - STORM INLET TB - TOP OF BANK TP - TRAFFIC POLE -°- - TRAFFIC SIGN ❑T - TRANSFORMER/JUNCTION BOX fM - TELEPHONE RISER ®s - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE Q - CABLE TV RISER TYP - TYPICAL UE - UTILITY EASEMENT OUP - UTILITY POLE -W- - WATER LINE WF - WOOD FENCE WS - WOOD SHED ►� - WATER VALVE �- - WATER METER ® - EASEMENT NUMBER BOUNDARY SURVEY DATE: 711113 per 5J— 1 7.051(3)(b)3 Florida Administrative Code DATE. JOB # REVISION BY. 711113 36753 BOUNDARY & LOCATION SURVEY RJG 711113 36753 RESURVEY RJG 12110113 37828 ADD UTILITIES RJG BOUNDARY & TOPOCRAPHIC SURV.E'Y SCALE: 1" = --dCF OC70-9 PARCEL 1-EMAI JOB 33969 FIELD DATE. 6/6/1#2 DRAWN BY. { PREPARED FOR: SKORMAN CONSTRUCTION, INC. LOCATION: 1650 MAGUIRE ROAD, OCOEE, FLORIDA SUBDIVISION NA, SHEET 2 OF 2 SECTION 29, TOWNSHIP 22 SOUTH, RANGE 28 EAST VILLAGES OF WESMERE COPYRIGHT Or. 19RB- 7rH3 AMIMIPI 4 7cf N w FUGLEBERG,KoC.H SKORMAII iGUEZ PEP,8PECTIVE CL(AHOUSSE STUDY IIII 17F' RA IRK, F L�'I R � i I � -., -. --c. - - -- - - � L� 1-1 . - I T E L - --i 7 f j FUGLEBERG KpCH I - - SKORMAN1,RODRIGUEZ ELEVATION STUDY T rl APPROVED : MARC DSIMII, PE FLA- REGISTRATION NO, 52781 DATE : R CD C, C\j a) Cl) LLJ a Cc\,ji ssa 1 .j o Co'j E -0 C\j 1,C:,� 8? C,3 L� f iv' TMO COY 00 �m I ui g, O-- C, 0 C \, Cfl .J '9 r�� -0 c 4 ) 9 MEJ LL C) I ITEM NUMBER V. MISCELLANEOUS A. Attorney review of Sunshine Law For Board Members B. Project Status Update C. March Calendar City of Ocoee Ocoee florida Planning and Zoning Board 44WGOVERNMENT IN THE SUNSHINE Chapter 286, Florida Statutes What is the Sunshine Law? Florida Statutes Section 286.011 (1) provides that: "Ali meetings of any board or commission of any state agency or authority or of any agency or authority of any county, municipal corporation, or political subdivision, except as otherwise provided in the Constitution, at which official acts are to be taken are declared to be public meetings open to the public at all times, and no resolution, rule, or formal action shall be considered binding except as taken or made at such meeting." What constitutes a "board or commission"? A. All governing bodies and decision making committees. B. Advisory boards that are more than mere fact -finders. A public body cannot escape the application of the Sunsine Law by delegating a job to an "alter ego". Advisory boards with "decision -making" functions (i.e. screening applicants for an appointed position) are subject to the Sunshine Law. The courts focus on the nature of the act performed in determining whether a (. , board is decision -making or merely fact-finding. What constitutes a "meeting"? C. An occasion where two or more members of the same board are present (includes presence physically, by telephone, by e-mail, by text, or even when conferring by written documents, including documents transmitted by FAX), and D. Discussion ensues on a matter on which "foreseeable action" will be taken (encompasses entire decision -making process, including briefings, workshops, seminars, etc.). E. Board members may not use e-mail or telephone to conduct a private discussion about board business. Board members may send a "one-way" communication to each other as long as the communication is kept as a public record and there is no response to the communication except at an open public meeting. Accordingly, any "one-way' communications (for example, one board member wants to forward an article to the board members for information) should be distributed by the Board Clerk so that they can be preserved as public records and ensure that any response to the communication is made only at a public meeting. F. While a board member is not prohibited from discussing board business with staff or a non -board member, these individuals cannot be v used as a liaison to communicate information between board members. For example, a board member cannot ask staff to poll the other board members to determine their views on a board issue. What are the requirements for a public meeting? G. Location 1. No public meetings may be held at any facility that discriminates on the basis of sex, age, creed, color, origin, or economic status. 2. Accommodations to be made, upon written request received at least 48 hours in advance, for physically handicapped individuals. H. Notice 1. The Statute does not contain any particular notice requirements. 2. The courts have interpreted the intent of the statutes to require "reasonable notice". 3. Except in cases of emergency, special meetings should have at least 24 hours reasonable notice. 4. The notice must include the advice that if a person(s) decides to appeal any decision, he may need to ensure that a verbatim record of the proceedings is made. I. Minutes 1. Minutes be kept of each public meeting and that they be open to public inspection. 2. Meetings may be tape recorded or video taped, but minutes must still be kept in addition to the recordings. J. Voting 1. All members present at a meeting vote on official actions or decisions unless they comply with the conflict of interest provisions of Chapter 112, Florida Statutes. 2. Roll call votes on all matters are not necessary. 3. Secret ballots are prohibited. What is the effect of a Sunshine Law Violation? K. Sanctions 1 Criminal — Knowing violation of the Sunshine Law is a second degree misdemeanor, with penalties of up to $500 in fines and up to 60 days in jail or both. 2. Civil — Inadvertent violations are civil infractions with penalties not to exceed a $600 fine. L. Validity of actions taken in violation of the Sunshine Law. 1. Actions which have been taken are void ab initlo. 2. Members of the general public have standing to sue. 3 Initial action taken in violation of the Sunshine Law can be cured by an Independent final action taken in the Sunshine; in other words, start over but in the Sunshine. `q 4 EX PARTE COMMUNICATIONS What are ex parts communications? • Ex parts is a Latin term for "from one party' or "by one party". • It's a legal term generally used when the trier of fact (examples: the Judge, City Commission, Code Enforcement Board, Violations Board) hears from only one side of a matter. What types of communications constitute ex parts communications? • In practice, ex parte communications occur when one of the parties contacts or "lobbies" a member of a Board outside of the quasi-judicial hearing where the matter will be heard. It may be in the form of a letter or an e-mail. it may be a face-to-face meeting or a phone call. • Ex parts communications violate due process requirements. The opposing party is not aware of the content of the communication and is unable to rebut it or present counterbalancing evidence. • Ex parte communications are deemed prejudicial and are inherently improper. All information to be considered should be presented only at the hearing, out in the "Sunshine" where all parties can hear and see the information at the same time. What is your responsibility when it comes to ex parts communications? • Seek to avoid them. "Avoid the appearance of evil." • if you have engaged in an ex parts communication, disclose it. The party involved, the circumstances surrounding and the substance of the communication should be disclosed on the record at the hearing. Upon disclosure, the opposing party should have an opportunity to respond. What are the potential consequences? Decision may be overturned on a failure to afford due process basis. • Willful violation of the Sunshine Law is a second degree misdemeanor (60 days in jail and a fine of up to $500). • Removal from office. Noncriminal infraction ($500 fine). Attorney's fees. VOTING CONFLICTS What is a voting conflict? • A voting conflict arises when the public official is called upon to vote on: Any measure which would inure to the public officer's special private gain or loss; which he or she knows would inure to the special private gain or loss of any principal by whom the officer is retained or to the parent organization or subsidiary of a corporate principal by which the officer is retained; or which the officer knows would inure to the special private gain or loss of a relative or business associate of the public officer. • Section 112.3143, Florida Statutes Who are "public officers"? • Any person elected or appointed to hold office in an agency, including persons serving on an advisory body. What constitutes "special private gain or loss"? • Depends on the size of the class who stand to benefit. Bigger - less likely. Smaller —more likely. • Consideration is made as to whether the potential gain or loss is remote or speculative. • Consideration is made as to whether the matter is procedural or a preliminary issue What constitutes a "principal by whom the officer is retained"? • Yes: The employer of the officer. A client of the officer. The corporation on which the officer serves as a paid director. • No: The officer's church. The officer's landlord. The officer's homeowner's association. A non-profit corporation on which the officer serves as a non -paid director. A customer of an officer's retail store. Which relatives constitute "relatives" under the statute? The officer's father, mother, son, daughter, husband, wife, brother, sister, father-in-law, mother-in-law, son-in-law, and daughter-in-law. What constitutes a "business associate"? 4 Any person or entity engaged in or carrying on a business enterprise with a public officer as a partner, joint venturer, corporate shareholder where shares are not listed on any national or regional stock exchange, or a co- owner of property. What are the voting conflict duties of public officers? Elected officers: Abstain from voting on the measure. Before the vote, publicly state the nature of his or her interest in the matter. Within 15 days file a memorandum of voting conflict (Commission Form 813) with the clerk of the body. Elected officers may participate in the discussion of the matter. Appointed officers: If an officer chooses not to participate, they must abstain from voting, publicly state the nature of his or her interest in the matter and follow-up with the filing of the memorandum of voting conflict (Commission Form 86) with the clerk of the body within 15 days. If an officer chooses to participate, they must still abstain but must make the disclosure before they participate (as opposed to before the vote). The officer can file the memorandum of voting conflict before the meeting or after the meeting. ILW All Sports Memory Care Arbours at Crown Point Arden Park North Phase 2 Barkeritaville Casa Mirella Casa Mirella Citrus Medical Family Dollar Store (Silver Star Rd) Family Dollar Store (Wurst Rd) Fountains at Tivoli Place F/X Warehouse Complex Heaven Bound Church Iglesia Cristiana Sendero De Luz PROJECT STATUS UPDATE PROJECT NO. I STYPE OF DATE SUB- UBMITTAL I RECEI ED I REVIEW I IT ER LS-2013-002 Site Plan PUD/Land Use RZ-14-01-01 Plan Amend 'Preliminary Subdivision Plan AX-08 13-41, RZ-13-� 08-07 & CPA-2013- 'Annex, Rez & 002 CPA PUD/Land Use RZ-13-12-12 Plan Amend- JPA-13-001 & CPA-''JPA & CPA 2013-004 Amendment LS-99-014 FSP Revision Small Scale SS-2013-009 Site Plan SS-2013-007 Site Plan Plat Review Preliminary / LS-2007-023 Final Site Plan AX-07-13-39, RZ-13-' Annex, Rez & 07-05 & 1-13-SE- Special 019 Exception Special 1-12SE-018 Exception 10129120131 AF 02/24/14 AF 07/10/13 AF 08/28/13 MR 12/20/13 MR 12/13/13 MR 01/17/13 AF 12/18/13 AF 02124/14 AF 02/17/14 AF 05/11/09 BH 07/24/13 AF 05/16/13 MR STATUS Approved by City Commission on 12/03/13; Pending final plans and Development 3rd Agreement; on hold pending financing Comments sent 03104114; DRC Meeting on 03/04114; Scheduled for City Commission 2nd on 03/18/14 1st Comments sent 08/01/13 Approved by City Commission on 11/05/13; 2nd Pending Development Agreement Comments sent 01124114; Scheduled for P & IZ meeting on 02/11/14; On hold pending _ list _ OCPS approval - Comments sent 01113/14; 18tth JPA !Amendment approved by City Commission on 02/18/14, sent to Orange County; CPA on 1st hold 1st Comments sent 01/30/13 JComments sent 01121114; TSRC Meeting 1st held 01/30/14 Approved 03/03/14, Pending City Commission approval of the Easement 4thAgreement on 03/18/14 Tentatively scheduled for City Commission on 03/18114; Pending submission of 3rd documentation On hold pending receipt of the Joinder & 4th Consent Forms 1st Comments sent Will s/13 2nd Comments sent 06/11/13 Current Project Report Mar 2014/Review 3/6/2014 1 of 3 Iglesia-Cristiana Sendero De Luz SS-2013-006 Lake Olympia Square Phase 3 CP-1-1-2014 Marshall Farms Business Center LS-2009-003 Oaks Commerce Center SS-2007-005 Ocoee Elementary School Expansion Ocoee Glad Tidings Assembly of God SS-2014-001 �SS-2013-002 Ocoee Health Care Center Addition PROJ NO. TYPE OF SUBMITTAL DATE RECEIVED REVIEW ER I *"J"_ MITTAL NUMBER jawim_ Site Plan 02/11/14_ MR 3rd Approved on 02/26/14 Comments sent 02/04114; P & Z Meeting on Conceptual Use 01/09/14 MR 1st 102111/14; On hold Final Site Plan 12/10/09 AF 2nd Staff Comments sent out 1 /11 /10 Final Site Plan 09/19/11 AF 6th Staff comments sent_ out 09/28/11 Scheduled for P 9 Z on 01/14/14 ✓9i City Annexation & Commission on 02/18/14; Approved on Rezoning 11/14/13 AF Ist 02/18/14 Small Scale Site Plan 01/30/14 AF 1st Comments sent 02/25/14 Small Scale Site Plan 04/24/13 1 AF 1st Comments sent 05/09/13 PUD Land Use Plan Ocoee Pines RZA 3-10-08 Amendment 10/08/13 AF Preliminary/Fin al Subdivision Park Place at Maguire LS-2013-004 Plan 02/14/14 MR Small Scale i Paws & Play- SS-2013-003 Site Plan 11/25/13 AF AX-11-13-43 & RZ- Annexation & Retention Pond Property - Wurst Road 13-11-11 iRezoning 11/21/13 MR AX-05-010-21 Initial Zoning of Roberson Road AX & RZ RZ-10-05-04 PUD 05/24/10 AF Small Scale RT Ocoee, LLC SS-2013-008 Site Plan 01/27/14 AF Small Scale Site Shoppes at the Village SS-2008-005 Plan 04/23/10 AF Lake Reserve RZA3-11-09 PUD Rezoning 12/13/13 AF Comments sents 10/12/13; DRC meeting held 11/05/13; Scheduled for P & Z on 1st 12/10/13; Continued to 01/14/14-Cancelled Comments sent 03/05/14; Scheduled for P & Z on 03/11/14 and City Commission on 3rd 04/01/14 4th Approved 12/18/13 1st Approved by City Commission on 01/07/14 1 st Staff comments sent out 6/17/10 2nd Approved 02/11/14 3rd Staff comments sent out 5/24/10 Comments sent 12/31/13; DRC held on 01/08/14; Scheduled for P & Z on 01/14/14 & City Commission on 02/18/14; Approved on 2nd 02/18/14; Pending Development Agreement Current Project Report Mar 2014/Review 3/6/2014 2 of 3 PROJECT STATUS UPDATE Current Projects PROJECT NO. TYPE DATE REVIEW SUB - MIT AL STATUS SUBMITTAL RECEIVED ER NUMBER Approved by City Commission 01/21/14; Wendy's Restaurant Plat Review 12/17/13 AF 3rd Recorded AX-07-10-26 Annexation 8, Whisper Winds Landscaping RZ-10-11-12 Rezoning 01/07/14 AF 5th Comments due 03/13/14 Current Project Report Mar 2014/Review 3/6/2014 3 of 3 v AqlmX2 _Y�A /"on ruQ Wed 7hrt Sri SAt � 1 2 i 3 4 5 6 7 8 City Commission Meeting @ 7:15pm / HRDB @ 7:00 pm / Comm. Chambers Conference Room 9 10 11 12 13 14 15 Daylight Planning & Zoning Savings Time Commission @ 7:00p.m. / Comm. Chambers 03/18 Agenda Items due g 03/18 Staff Reports due to to City Clerk City Manager 03/18 Agenda Published 16 17 18 19 20 21 22 Parks & Rec. Advisory Board City Commission First Day of Spring 6:00 p.m. Meeting @ 7:15pm / @ Withers -Maguire Comm. Chambers House Happy St. Patty's Day! VHBasneeded 23,X 24 25 26 27 28 04/01 Agenda Ite due Code Enforcement to City Clerk Board @ 7:00 pm / Comm. Chambers 30 Easter 31 04/01 Staff Reports due to w �z City Manager 04/01 Agenda Published