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07-14-2009 Agenda PacketMayor S. Scott Vandergrift Citv Manaeer Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) July 14, 2009 AGENDA I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Special Meeting held June 17, 2009 III. OLD BUSINESS IV. NEW BUSINESS A. F/X Design Group LLC Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 7:00 PM SENIOR PLANNER HOWELL Preliminary/Final Subdivision Plan and Preliminary/Final Site Plan B. Changes to the Ocoee Land Development Code 1. Addition to Definitions in Article II, Subsection 2-4 PRINCIPAL PLANNER RUMER 2. Change in Article V, Subsection 5-7 Public buildings and Services 3. Change in Article V, Table 5-1 Permitted Use Regulations V. MISCELLANEOUS A. Project Status Report B. July Calendar VI. ADJOURNMENT O:\P & ZVlgendas\2009\July 14, 2009 P & Z Agenda.doc 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 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us ITEM NUMBER ll. A. Minutes of the Planning and Zoning Commission Special Meeting held on June 17, 2009 SPECIAL MEETING MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD WEDNESDAY, JUNE 17, 2009 CALL TO ORDER Chairman Sills called the meeting to order at 7:00 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Sills, Members Campbell, McKey, Morris, and Rhodus. Also present were City Attorney Rosenthal, Assistant City Attorney Watson, Development Services Director Shadrix, Principal Planner Fabre, Principal Planner Rumer, and Deputy City Clerk Sibbitt. ABSENT: Vice Chair Golden, Members Dillard and West were absent excused. Member Conkling was absent unexcused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, May 12, 2009. Member Campbell, seconded by Member McKev, moved to accept the Minutes of the Mav 12, 2009, Planninq and Zoning Commission meeting. Motion carried unanimously. OLD BUSINESS — None NEW BUSINESS Diplomat Tower — Preliminarv/Final Site Plan Principal Planner Fabre gave a brief presentation on the subject property stating the site is approximately 6.26 acres in size and is located south of the Florida Turnpike, north of Tomyn Boulevard, and approximately 900 feet west of Maguire Road. Principal Planner Fabre gave a brief history of the property for clarification and stated a new development agreement will be drafted to show how everything will be facilitated. The Diplomat Tower site plan will consist of a 3-story professional/medical office building with associated infrastructure. The building itself has a total floor area of 78,870 square feet with a footprint area of 26,290 square feet. The site plan as proposed demonstrates all the adequate parking and all the required landscaping per the Land Development Code. Additionally, off -site improvements include an eastbound left -turn on Tomyn Boulevard. Planning and Zoning Commission Special Meeting June 17, 2009 There are two waivers from the Land Development Code which were requested by the applicant/owner. The Land Development Code requires a minimum of 24 feet wide traffic aisle for an 18 feet deep parking space and the applicant is requesting 22 feet for some of the spaces. As justification for the waiver request the applicant will provide wheel stops. The other waiver is for a deviation from the Land Development Code on height. The applicant is only requesting that the architectural element at the center of the building be allowed to exceed the maximum building height of 45 feet to a building height of 55 feet. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION The Development Review Committee (DRC) met on June 10, 2009, and reviewed the Preliminary/Final Site Plan for Diplomat Tower. There were minor technical issues to be addressed from the Engineering Department and the City Attorneys' Office that were identified in written staff comments and presented verbally. The requested changes were discussed and agreed upon by the applicant. The DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan for Diplomat Tower, subject to resolving the issues specified on the City Attorney and Engineering Department memorandums, finalizing the Development Agreement, and paying for any accrued review fees before the City Commission meeting. STAFF RECOMMENDATION Based on the recommendation by the DRC, staff recommends approval of the Preliminary/Final Site Plan for Diplomat Tower, subject to resolving the issues specified on the City Attorney and Engineering Department memorandums, finalizing the Development Agreement, and paying for any accrued review fees before the City Commission meeting. DISCUSSION Member McKey inquired what the height of the architectural tower was going to be. Principal Planner Fabre stated it would be 55 feet. Member Campbell inquired if the waiver is written where it would allow the applicant to raise the entire building height if they chose to or is it written just for the architectural detail. Principal Planner Fabre stated he believes the way it is written it refers to the elevations and the elevations only has the architectural detail at 55 feet. City Attorney Rosenthal stated this is a final site plan so if they were to make changes they would have to come back for a modification to the plans. The waiver does specifically reference that it is for the tower. The Public Hearing was opened and as no one wished to speak, the Public Hearing was closed for Diplomat Tower — Preliminary/Final Site Plan. 2 Planning and Zoning Commission Special Meeting June 17, 2009 Member McKey inquired if one of the Engineer Department's staff comments mentioned in the memorandum was resolved. Principal Planner Fabre stated the applicant has met with the engineer and they went over all the comments. He further stated that all comments will be resolved before being presented to City Commission. Member Campbell, seconded by Member McKey, moved to recommend approval of the Preliminary/Final Site Plan for Diplomat Tower. subiect to resolving the issues specified on the Citv Attorney and Engineerinq Department memorandums. finalizing the Development Agreement, and pavina for anv accrued review fees before the City Commission meeting. Motion carried unanimously. ROSE HILL PHASES 2 & 3 — REFERENDUM ANNEXATION Principal Planner Rumer gave a brief history and presentation on the City - initiated annexation of the Rose Hill Subdivision Phases 2 & 3 into the corporate limits of the City of Ocoee. On August 12, 2008, this commission approved an amendment to the JPA with Orange County to include three phases of Rose Hill into the City's JPA with the intent of a future annexation. On May 12, 2009, this commission approved a LDC change regarding the City's process with dealing with City -initiated annexations. The Rose Hill Subdivision is an existing subdivision with three phases and the City is currently only dealing with Phases 2 & 3. The annexation area consist of 244 single-family dwellings, public roads, 4 foot sidewalks on both sides of the road, and five retention ponds. Principal Planner Rumer further explained the process for this annexation and how it came about. DISCUSSION Member McKey stated they usually get some kind of sheet for concurrency on water, fire, police, etc. and he did not see one with the various staffs comments. Principal Planner Rumer stated there is an annexation feasibility study in the packet. City Attorney Rosenthal briefly added that the format they used is a specific format required by Florida Statutes, which is why it may be a little different than a voluntary annexation. Member Mckey stated he had concerns on whether our Police Department and Fire Department were in agreement with the annexation. Principal Planner Rumer apologized for not providing their approval in the packets but they have had numerous meetings with the residents in which the Police and Fire Chiefs were present to answer questions. 3 Planning and Zoning Commission Special Meeting June 17, 2009 The Public Hearing was opened for Rose Hill Phases 2 & 3 — Referendum Annexation. Amy Bennett, 8948 Hills Dale Drive, Rose Hill Phase 1, stated she is very interested in being annexed in and it is mostly because they have children that do go to Ocoee schools, they love the community, and she sees more Ocoee Police in her area than Orange County Sheriffs. She further stated that Phase 1 was given misrepresentation in the past that most of the homeowners did not want to be annexed but that is not the case. They are working to present a small poll to give an accurate representation for the residents of Phase 1. She further expressed some of the concerns she had in the past with annexing in but now feels that being in Ocoee will be a benefit. Principal Planner Rumer stated part of the JPA amendment to bring in Phase 1 was that the City would not seek annexation until January 2010; however, they do welcome the residents to come talk to them beforehand. Member Campbell inquired if the City would be in charge of maintaining the fire hydrants, lines, and so forth. City Attorney Rosenthal stated that is correct, as well as, maintaining the public streets and the drainage. Member Morris inquired as to what percentage of the residents would have to vote for this to pass. Principal Planner Rumer stated the voting is done by all registered voters and they would only need a majority vote. City Attorney Rosenthal stated that all registered voters for that subdivision can vote and briefly explained the mail out election procedures. Principal Planner Rumer announced that over 70% of the property owners are registered voters, which is why they can do a referendum ballot. Jeffrey Thomas, 8936 Rose Hill, stated he was elected to the Board of Directors in May for Phase 1 and wanted to inform the board that they had a large turnout at the meeting last week. His comment is that he would like to still see Phase 1 considered as a stand alone entity but yet have everyone in Phase 1 get a chance to vote. He further mentioned the previous board had come to the assumption that the annexation was a bad idea for Phase 1 and he is not sure that if they went around today that it would be the same case. Mr. Thomas stated he has not personally heard a good case for why they should annex in but feels that he does need to get a lot smarter on all the facts. Member Mckey inquired about if there was a master association for Rose Hill. City Attorney Rosenthal stated the city has been up front that this is a long process and staff has been fair to try to bring the residents together. He further stated that if a group does not want to annex in then the Florida Statutes provides 4 Planning and Zoning Commission Special Meeting June 17, 2009 significant protection to make sure everyone is informed and does have an opportunity to vote. City Attorney Rosenthal stated the City Manager and staff supported the approach of the mail ballot because that gives a better opportunity for participation of the electoral process. Member Campbell inquired if the mail out ballot would be the same process for Phase 1. Principal Planner Rumer stated he is correct and in January 2010 they would request to have Phase 1 attend meetings so they could provide them with information so they can make an educated decision. The Public Hearing was closed for Rose Hill Phases 2 & 3 — Referendum Annexation. Principal Planner Rumer stated the process they are looking at is a referendum ballot and should be mailed out sooner than September 15th and they are on track for a September 15th Election. City Attorney Rosenthal briefly explained the mail out election process. Principal Planner Rumer stated they will be having two more Public Hearings and notices will be sent out. Member Campbell stated he is just curious if everyone present in the room before them tonight is in favor of the annexation. The crowd applauded in agreement. Member Campbell, seconded by Member Morris, moved to recommend proceeding with the Citv-initiated annexation of Rose Hill Subdivision Phases 2 & 3 into the corporate limits of the Citv of Ocoee, Florida, pursuant to Section 171.0413, Florida Statutes. Motion carried unanimously. MISCELLANEOUS Member McKey inquired if the resident's addresses for Rose Hill would be changed to an Ocoee mailing address. City Attorney Rosenthal stated the answer is yes and there is a procedure where the post office recognizes an annexation and will allow the residents to change their address. Development Services Director Shadrix thanked the board sincerely for coming in for this Special Meeting. He further complimented Principal Planner Rumer, City Attorney Rosenthal, and the City Clerk's office for the huge undertaking of this project for Rose Hill. Development Services Director Shadrix stated he spent all day yesterday with the City's CRA Administrator Russ Wagner and a team of consultants from Miami and the purpose of that one day workshop was to come up with a master plan concept for the area between Maguire Road and Marshall Farms Road south of Hwy 50. They also met with the developers who will be developing the City Place and the whole concept was to get something done that they knew would work. Mr. Shadrix further explained the land use concept plan that they are working on. 5 Planning and Zoning Commission Special Meeting June 17, 2009 ADJOURNMENT The meeting adjourned at 7:48 p.m. Attest: APPROVED: Melanie Sibbitt, Deputy City Clerk Jim Sills, Chairman ITEM NUMBER IV. A. PUBLIC HEARING FIX DESIGN GROUP LLC 1. Preliminary/Final Subdivision Plan/Site Plan ,tpe Center of Good t/v$ Mayor �i g S. Scott Vandergrift 0s Citv Manaeer Robert Frank STAFF REPORT TO: The Planning & Zoning Commission FROM: Bobby Howell, MPA, Senior Planner 0 THROUGH: Craig Shadrix, Development Services Director DATE: July 14, 2009 RE: FX Design Group, LLC Preliminary/Final Subdivision/Site Plan Project # LS-2007-022 ISSUE: Commissioners Gary Hood, District 1 Rosemary WiIsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Preliminary/Final Subdivision/Site Plan for FX Design Group, LLC (FX)? BACKGROUND: The subject property is approximately 20.89 acres In size and is located on the west side of the intersection of Lakewood Avenue and Laurel Ridge Avenue. The Preliminary/Final Subdivision/Site Plan proposes the construction of a light industrial subdivision that will contain an addition to the existing FX building, flex space units, and office space. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification E:istirlp Land Use North Low Density Residential I Orange County A-1 Several single-family homes ll� iculture) East Low Density Residential Ci of Ocoee PUD �ingle-family residential subdivision, in (Planned Unit the City limits scattered area of Development), Orange residential units in Orange County County R-2 risdiction South Heavy Industrial City of Ocoee 1-2 One single-family residence, wooded ((General Industrial) area consisting of wetlands West Conservation/Floodplains, Ely of Ocoee R-1AA vacant City owned parcel with one Low Density Residential (Single -Family, single-family residence, West Orange Dwelling), Orange Girls Club fields and wetland area / DISCUSSION: / The FX site will be accessed via an access drive aisle leading into the site from Lakewood Avenue. The plan proposes the construction of infrastructure to accommodate an addition to the existing FX building, seven flex space units ranging in size from 20,000 to 28,000 square July 14, 2009 Planning and Zoning Commission Page 2 feet, and a 6,000 square foot office building adjacent to Lakewood Avenue that will be constructed in the future. The flex space units will have loading spaces to accommodate the truck traffic that is anticipated to access the site. A retention pond totaling approximately 1.96 acres in size will be constructed in the rear of the site. Additionally, a lift station tract adjacent to the retention area will be dedicated to the City. The site has three separate zoning designations, 1-1 (Light Industrial), 1-2 (General Industrial), and R-1AA (Single-family dwelling). All but one of the flex -space units are proposed for construction on the 1-1 portion of the site. The addition to the existing FX facility and one of the flex -space units are proposed for construction on the 1-2 portion of the site, and the R-1AA portion of the site is reserved for a 50-foot wide Drainage and Conservation Easement per a 2003 Development Agreement that is applicable to the site. The site was designed in accordance with the Conditions of Approval from the aforementioned Development Agreement. Major requirements from the agreement that are shown on the plan include: 1) a 50-foot setback from Lakewood Avenue, 2) a dedication of 40-feet of right-of-way from the centerline of Lakewood Avenue, and, 3) dedication of sufficient right-of-way for the construction of adequate left and right turn lanes leading onto the property from Lakewood Avenue. The applicant has committed to preserving as many trees as possible on the site. Areas where tree removal is proposed include the main flex -space portion of the site, the retention area, adjacent to several of the buildings, and adjacent to the parking area on the north side of the property. During construction, the staff forester will closely monitor the site to determine if there are any trees that are proposed for removal on the plan that can be preserved. Additionally, the applicant has proposed a tree replacement schedule for the specimen Oak trees that are targeted for removal in accordance with the requirements of the Land Development Code. The applicant has requested one waiver to the Land Development Code, which will be presented separately to the City Commission. The waiver request is to Section 6.14 (2)(c)(4). This section of the Land Development Code requires a 6-foot high brick wall with landscaping where industrial projects abut residential properties. The applicant is requesting relief from this requirement along the western and northern property lines in order to utilize the existing 50- foot Drainage and Conservation Easement as a buffer. The applicant has justified the request by indicating the 50-foot Drainage and Conservation Easement will provide an adequate buffer between the two uses. The Land Development Code requires a 50-foot wide landscape buffer between residential and industrial uses that is supplemented by a 6-foot high wall. Sounds emitted from the property may potentially carry over a 6-foot high wall. The 50-foot Drainage and Conservation Easement that is provided along the north and west property lines is very thick and full of trees that will buffer any noise that is heard beyond the property line and shield the property from view. Additionally, the Land Development Code has provisions which cap noise levels at property lines, and if said caps are violated, such violation can result in Code Enforcement action against the violating property owner. Based on this, staff supports the applicant's request to waive the requirement for a 6-foot wall along the northern and western property lines and to utilize the 50-foot Drainage and Conservation Easement as the buffer between the two uses. July 14, 2009 Planning and Zoning Commission Page 3 DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on July 7, 2009 and reviewed the Preliminary/Final/Subdivision/Site Plan. The applicant was notified of outstanding fees totaling $1,426.50 that are required to be paid in full prior to the plans being presented to the City Commission for approval. Staff voted unanimously to recommend approval of the Preliminary/Final/Subdivision/Site Plan for FX Design Group, LLC subject to the satisfaction of the outstanding fee being paid prior to the plans being presented to the City Commission for approval. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final/Subdivision/Site Plan for FX Design Group, LLC. Attachments: Location Map Future Land Use Map Zoning Map Preliminary/Final/Subdivision/Site Plan of FX Design Group, LLC J- FX Design Group, LLC Location Map RED `_�... ■_■■1�■1 ■ NO IIIIIIIII■ -- _ ■ :�:: �� N -Gil MEIN �I•r�jiiiiuiii ii�m ..1 ..... Argil ..� ■1 OHIO,� D .ram' �■■■�!, I■�I■1�1�� ..na.:n - � �■11�1■:1 I■■�liii iil■iii�+ ,ii� NEI Oil fl ■■■I �7 • mom 1 "Polm� it■■IEY��i13!1■111 /I /I 0-0 MAIN .Iifl ■ ■ ■ MO eocu c'U ......,�,a or, WAIVER REQUEST CODE REQUIREMENTS WAIVER REQUEST JUSTIFICATION SEC. 6.14 (2) (c) (4) RELIEVE REQUIREMENTS OF THE 50' DRAINAGE 6' HIGH BRICK SCREENING WALLS WITH WALL ALONG WEST AND EASEMENT AND NATURAL LANDSCAPING PER THE OCOEE LAND NORTH PROPERTY LINES VEGETATION PROVIDE DEVELOPMENT CODE ARE REQUIRED DUE TO THE EXISTING 50' ADEQUATE BUFFER. WHERE PROFESSIONAL OFFICE, SERVICE, EASEMENT/BUFFER. COMMERCIAL, OR INDUSTERIAL PROJECTS ABUT RESIDENTIAL PROPERTIES. LOCH TION MAP 1-��tT41-1MMIR FX DESIGN GROUP, L.L.C. MACK MCLAUGHLIN 922 N. LAKEWOOD AVENUE OCOEE, FLORIDA 34761 (407) 877-9600 \\ \\\\\\\ \\C k S \ \ Consulting Services, Inc. 225 West Main Street Tavares, Florida 32775 wicksconsulting.com 1(352) 343-8667 C.A. ,#000004571 O INDEX OF SHEETS 1 GENERAL NOTES 15a LIFT STATION DETAILS la CONDITIONS OF APPROVAL 15b LS PANEL INSTALLATION DETAILS 2 UTILITY GENERAL NOTES 15c LS GENERAL SITE LAYOUT DETAILS 3 UTILITY GENERAL NOTES 15d LS ELECTRICAL PANEL LAYOUT DETAILS 4 MAP SHEET 15e LS ELECTRICAL SCHEMATIC DETAILS 5 SITE PLAN 15f LIFT STATION NOTES 5a PLOT PLAN IS-1 - LS-6 LANDSCAPE PLANS 6 STORMWATER POLLUTION PREVENTION PLAN LS-7 LANDSCAPE SPECIFICATIONS/PLANT LIST 6a DEMOLITION PLAN LS-8 LANDSCAPE DETAILS 7 GEOMETRY PLAN HS-1 HARDSCAPE DETAILS 8 SIGNAGE & MARKING PLAN L-1 - Lj-6 LIGHTING PLANS 9 GRADING & DRAINAGE PLAN L- 7 LIGHTING DETAILS 10 UTILITY PLAN TR-01 TREE REMOVAL PLAN 11 OFFSITE UTILITY PLAN IR-1 IRRIGATION PLANS 11a OFFSITE ROADWAY PLAN IR-2 IRRIGATION PLANS 12 CIVIL DETAIL IR- 3 IRRIGATION PLANS 13 UTILITY DETAILS A-1 ARCHITECTURAL ELEVATION 14 CITYUTILSTY DETAILS 1q-1 BOUNDARY ANDTOPQ 10TM177 Y D �� 2 2009 SITE UTILITY PROVIDER ADDRESS PHONEITY WATER - CITY OF OCOEE - 150 N. Lakeshore Drive - 4 C9 0 OCOEE Ocoee. FL 34761 WASTEWATER - CITY OF OCOEE - 150 N. Lakeshore Drive - 407-905-3100 Ocoee. FL 34761 REUSE WATER - CITY OF OCOEE - 150 N. Lakeshore Drive - 407-905-3100 Ocoee. FL 34761 TELEPHONE - SPRINT - 1020 Robina St - 800-339-1811 Port Charlotte. FL ELECTRICITY - PROGRESS - Apalachicola. FL - 800-700-8744 ENERGY CABLE TV - BRIGHTHOUSE - 3767 All American Blvd- 407-291-2500 NETWORKS Orlando. FL 32810- 4728 FIRE SERVICE - CITY OF OCOEE - 563 S. Bluford Avenue - 407-905-3100 Ocoee. FL 34761 GAS - TECO - Orlando, Fl. - 407- 425- 4662 DANIEL J. HAYES, P.E. FL. REG. NO. DATE. 48895 /1t a n n 12 n N M o� 0 k 0 z a li `0 CL N i c cr 3 0 2 3 N O TV GENERAL NOTES 1. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER IN WRITING, WITHIN 48 HOURS OF DISCOVERY. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO PROVIDE WRITTEN NOTIFICATION. 2. THE BOUNDARY AND TOPOGRAPHIC SURVEYS FOR THIS PROJECT WERE PERFORMED BY OTHERS AND WICKS CONSULTING SERVICES, INC. ASSUMES NO RESPONSIBILITY, IN WHOLE OR IN PART, FOR THE COMPLETENESS AND ACCURACY OF THE SURVEYS. WICKS CONSULTING SERVICES, INC. HAS RELIED UPON THE SURVEYS IN PREPARING THE CIVIL ENGINEERING DESIGN SHOWN IN THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXISTING TOPOGRAPHIC DATA, THE LOCATION OF EXISTING SITE FEATURES, UTILITIES AND ALL OTHER SITE CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO COMMENCING WORK. DIFFERING SITE CONDITIONS SHALL BE DISCLOSED AS DESCRIBED IN GENERAL NOTE NUMBER 1. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 4. ALL MATERIALS, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH LOCAL JURISDICTIONS AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. WHERE THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 5. THE SUBSURFACE INFORMATION FOR THIS PROJECT WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. INFORMATION SHOWN, INCLUDING GROUND WATER LEVELS, REPRESENTS EXISTING CONDITIONS AT THE SPECIFIC BORING LOCATIONS AT THE TIME THE BORINGS WERE MADE. DIFFERING SITE CONDITIONS SHALL BE DISCLOSED AS DESCRIBED IN GENERAL NOTE NUMBER 1. 6. THE SITE IS CLASSIFIED AS ZONE "X", PER FEMA FLOOD MAP PANEL 12095CO210E DATED DECEMBER 6, 2000 7. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE LATEST FLORIDA DEPARTMENT OF TRANSPORTA11ON "ROADWAY DESIGN STANDARDS" 8. ALL HANDICAP ACCESSIBLE CURB RAMPS SHALL BE CONSTRUCTED (INCLUDING THE WALKING SURFACE) IN COMPLIANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, SECTION 11 AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) INDEX 304. 9. THE CONTRACTOR SHALL COORDINATE CIVIL DRAWINGS WITH ALL TRADES, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, IRRIGATION, FIRE SYSTEMS. IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY. 10. SIGNAGE AND STRIPING SHALL CONFORM TO THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD). SIGNS SHALL BE ERECTED ACCORDING TO THE REFERENCE NUMBERS DESIGNATED BY THE FDOT OR THE MUTCD. 11. ALL WORK SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE OWNER, INVOLVED UTILITY COMPANIES, PROJECT ENGINEER AND REGULATORY AGENCIES. ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO REQUIRED INSPECTIONS. 12. ALL RECOMMENDATIONS AND REQUIREMENTS OF INSPECTION PERSONNEL SHALL BE REPORTED TO ENGINEER/OWNER PRIOR TO IMPLEMENTATION. COMPENSATION WILL NOT BE ALLOWED FOR WORK WHICH IS NOT AUTHORIZED BY ENGINEER/OWNER. 13. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ENGINEERING AND AGENCY APPROVAL PRIOR TO PROCUREMENT OF MATERIALS. 14. CONTRACTOR TO SUBMIT COPIES OF ALL TESTING REPORTS TO THE OWNER AND ENGINEER FOR ACCEPTANCE AND CERTIFICATIONS. 15. ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT YET BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE OWNER, ENGINEER & SURVEYOR WITHOUT DELAY. DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA LICENSED LAND SURVEYOR AT CONTRACTOR'S EXPENSE. 16. ALL AREAS WHERE PAVEMENT, BUILDING SLABS, FOUNDATIONS, UTILITIES, CONDUITS, AND/OR UTILITY STRUCTURES HAVE BEEN REMOVED SHALL BE BACKFILLED WITH SELECT BACKFILL MATERIAL. ALL SELECT BACKFILL MATERIAL SHALL BE PLACED AND COMPACTED PER THE REQUIREMENTS OF THE LOCAL JURISDICTION. 17. REFER TO F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX FOR CONSTRUCTION OF SITE ITEMS. 18. CONTRACTOR SHALL MEET ALL LOCAL STANDARDS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF TRAFFIC (MOT) PLANS & SIGNAGE THAT WILL BE REQUIRED FOR THIS PROJECT AND SHALL BE INCLUDED IN THE BID FOR THIS PROJECT. 19. ACCESS ROADS AND A SUITABLE TEMPORARY OR PERMANENT SUPPLY OF WATER ACCEPTABLE TO THE FIRE DEPARTMENT SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR THROUGHOUT THE CONSTRUCTION PERIOD. 20. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL PROVIDE FOR THE LAYOUT OF ALL OF THE WORK TO BE CONSTRUCTED. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 21. ALL TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE OWNER/OPERATOR'S SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. CONTRACTOR SHALL PROVIDE TESTING SERVICES THROUGH A FLORIDA LICENSED GEOTECHNICAL ENGINEERING FIRM ACCEPTABLE TO THE OWNER AND ENGINEER. CONTRACTOR TO SUBMIT TESTING FIRM TO OWNER FOR APPROVAL PRIOR TO COMMENCING TESTING. TESTING OF SUB GRADE, BASE, AND ASPHALT FOR THICKNESS AND DENSITY SHALL BE PERFORMED AT NO MORE THAN 200' INTERVALS. 22. SHOP DRAWINGS AND CER77FICA77ONS FOR ALL STORM DRAINAGE, WATER SYSTEM, SEWER SYSTEM, AND PAVING SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. 23• DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL TAKE SPECIAL CARE AND PROVIDE ADEQUATE PROTECTION IN ORDER TO MINIMIZE DAMAGE TO VEGETATION, SURFACED AREAS, AND STRUCTURES WITHIN RIGHT-OF-WAY, EASEMENTS AND ON CONSTRUCTION SITE, AND TAKE FULL RESPONSIBILITY FOR THE REPLACEMENT OR REPAIR THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL MAKE GOOD ALL DAMAGE TO PAVEMENT, BUILDINGS, TELEPHONE OR OTHER CABLES, SANITARY PIPES, OR OTHER STRUCTURES BEYOND THE LIMITS OF THIS PROJECT WHICH MAY BE ENCOUNTERED, WHETHER OR NOT SHOWN ON THE DRAWINGS. 24. TEMPORARY FACILITIES: THE CONTRACTOR SHALL FURNISH WATER AND ELECTRIC POWER AS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL TEMPORARY CONNECTIONS AND FOR REMOVING SAME AFTER CONSTRUCTION HAS BEEN COMPLETED. THE CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES AND ENCLOSURES FOR THE USE OF ALL WORKMAN, AT A LOCATION ON THE PROJECT WHICH SHALL BE APPROVED BY THE JURISDICTION. SUCH FACILITIES SHALL COMPLY WITH ALL LOCAL CODES AND SHALL BE MAINTAINED IN SANITARY COND111ON AT ALL TIMES. NO WORK SHALL BE STARTED UNTIL THESE FACILITIES ARE ON THE JOB SITE. GENERAL NOTES (CONT) 25. MAINTENANCE OF TRAFFIC: THE CONTRACTOR SHALL BE RESPONSIBLE, DURING THE COURSE OF CONSTRUCTION, FOR PROPER MAINTENANCE, CONTROL, AND DETOUR OF TRAFFIC IN THE AREA OF CONSTRUCTION. ALL TRAFFIC CONTROL AND MAINTENANCE PROCEDURES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEX #600 AND LAKE COUNTY, FLORIDA, WITHIN THEIR RESPECTIVE AREAS OF JURISDICTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY, AS BIDDER, PRIOR TO SUBMITTING HIS BID, TO DETERMINE THE REQUIREMENTS OF THESE AGENCIES SO THAT HIS PROPOSAL REFLECTS ALL COSTS TO BE INCURRED. NO CLAIMS FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED FOR COSTS INCURRED DUE TO THE PROPER MAINTENANCE, CONTROL, DETOUR, AND PROTECTION OF TRAFFIC. 26. FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. ALL OTHER FILL AREAS ARE TO BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL FOR THE AFFECTED WORK. 27. ALL AREAS WITHIN RIGHT-OF-WAY SHALL BE FINISH GRADED WITH A SMOOTH TRANSITION INTO EXISTING GROUND. ALL SWALES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING. ALL DISTURBED AREAS SHALL BE RAKED CLEAN OF ALL LIMEROCK AND ROCKS AND SODDED AFTER FINAL GRADING IN ACCORDANCE WITH THE CONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. ALL GRASSING SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BY THE OWNER. 28. CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO N011FY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1-800-432-4770 DURING BUSINESS HOURS OR USE THE INTERNET TO PROVIDE NOTIFICATION INFORMATION. 29. CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., S. 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT. DEMOLITION AND EARTHWORK NOTES 1. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 2. ALL DEBRIS AND WASTE MATERIALS GENERATED BY DEMOLITION OR SUBSEQUENT CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OFF -SITE IN A LEGAL MANNER AT AN APPROVED DISPOSAL FACILITY. THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEMOLITION, CONSTRUCTION WORK AND HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3• CONTRACTOR SHALL BE RESPONSIBLE FOR PAVEMENT REPAIRS AND/OR RESURFACING TO ALL EXISTING ROADS WHICH ARE SAW -CUT OR DAMAGED DURING CONSTRUCTION. 4. ANY ENCOUNTERED CONTAMINATED MATERIALS SHALL BE DISPOSED OF IN A MANNER APPROVED BY THE ENGINEER IN ACCORDANCE WITH FEDERAL STATE, AND LOCAL REGULATIONS. (REFER TO TREE PROTECTION REQ.) 5. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE, AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS U11LIlIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR FIELD VERIFICATION OF THE EXISTING UTILITIES. THE CONTRACTOR SHALL EXERCISE CAU11ON WHEN CROSSING ANY UNDERGROUND UTILITY TO ENSURE THE INTEGRITY OF THE SYSTEM. 6. PRIOR TO DEMOLISHING UTILITY LINES, CONTRACTOR SHALL VERIFY FLOW DIRECTIONS FROM EXISTING BUILDINGS WHICH ARE TO REMAIN. IF DEMOL111ON WILL CUT OFF THESE FACILITIES, THE ENGINEER, ARCHITECT, OWNER (AND/OR OWNERS REPRESENTATIVE) SHALL BE CONTACTED IMMEDIATELY. EARTHWORK 7. THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS NECESSARY TO ASSURE HIMSELF OF EARTHWORK QUANTITIES. THERE IS NO IMPLICATION THAT EARTHWORK BALANCES, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, OR FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS. 8. AT NO 11ME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. REPAIR OR RECONSTRUCTION OF DAMAGED AREAS ON SURROUNDING PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE CONSTRUCTION INCLUDING CLEARING FOR PAVING, UTILITIES, DRAINAGE FACILITIES AND BUILDING CONSTRUCTION. ALL AREAS TO BE CLEARED SHALL BE FIELD STAKED AND REVIEWED BY THE OWNER AND ENGINEER PRIOR TO ANY CONSTRUCTION. 10. WHEN CLEARING LAND FOR THE PROJECT, A BURN PERMIT MUST BE OBTAINED FROM THE JURISDICTION AND THE DEPARTMENT OF FORESTRY PRIOR TO BURNING ANY MATERIAL. 11. THE FIRE DEPARTMENT WILL ISSUE A BURNING PERMIT TO ALLOW BURNING OF CLEARED MATERIAL ONLY IF THE FOLLOWING CONDITONS ARE MET: A. AN AIR CURTAIN INCINERATOR PROCESS IS USED DURING THE BURNING PROCESS. B. THE BURN PIT IS AT LEAST 300 FEET AWAY FROM ANY STRUCTURE. C. THE BURN PIT IS AT LEAST 100 FEET AWAY FROM THE ROAD. 12. ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON -SITE LOCATIONS AS SPECIFIED BY THE OWNER. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USABLE (NON ORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. ALL CLAY ENCOUNTERED SHALL BE EXCAVATED OUT AND REPLACED WITH CLEAN GRANULAR FILL MATERIALS. 13. ALL FILL MATERIALS SHALL CONTAIN NO MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH OR OTHER MATERIAL THAT WILL NOT COMPACT INTO A SUITABLE AND ENDURING BACKFILL. FILL SHALL BE CLEAN, NON -ORGANIC, GRANULAR MATERIAL WITH NOT MORE THAN 10% PASSING THE NO. 200 SIEVE. ROUTINE MAINTENANCE -- STORMWATER 1. AFTER COMPLETION OF CONSTRUCTION, WRA'S WILL BE MOWED AND MAINTAINED AS PART OF THE NORMAL LAWN AND OPEN SPACE MAINTENANCE. 2. TRASH AND DEBRIS THAT ACCUMULATES WITHIN THE WRA'S, SWALES, PIPES, AND INLETS WILL BE MANUALLY COLLECTED AND DISPOSED OF WITH OTHER NORMAL SOLID WASTE. 3. ANY EROSION, LOSS OF GRASS, ETC., WILL BE REPAIRED OR REPLACED ROUTINELY AND AS NEEDED. 4. PIPES, INLETS, FLUMES, AND OTHER CONTROL DEVICES WILL BE INSPECTED ANNUALLY AND REPAIRS MADE AS NEEDED. 5. BEST MANAGEMENT PRACTICES SHALL BE USED TO ASSURE EROSION AND SEDIMENT IS CONTROLLED. ADDITIONAL MEASURES MAY BE REQUIRED DURING CONSTRUCTION. STORMWATER AND GRADING NOTES 1. ALL OPEN DRAINAGE SWALES SHALL BE GRASSED OR LINED WITH APPROVED REINFORCED EARTH MATTING. APPROVED RIP RAP MUST BE PLACED AS NECESSARY TO CONTROL EROSION. 2. BENCHMARK LOCATIONS AND ELEVA1IONS ARE AS REPRESENTED BY THE SURVEYOR AT THE 11ME OF THE SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT 11ME OF CONSTRUCTION. 3. SPOT ELEVATIONS SHOWN FOR INLETS AND MANHOLES ARE AT TOP OF RIM. 4. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO 95% COMPACTION IN OPEN SPACE AND 98% IN TRENCHES AND UNDER PAVEMENT. 5. ALL OPEN AREAS WITHIN LIMITS OF CONSTRUCTION AND CONSTRUCTION EASEMENTS SHALL BE SODDED WITH BAHIA SOD BY CONTRACTOR UNLESS OTHERWISE NOTED ON PLANS. 6. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED WITH 4' OF FILTER FABRIC CENTERED ON EACH JOINT. 7. CONTRACTOR SHALL DEWATER WHERE REQUIRED TO MEET TECHNICAL REQUIREMENTS. 8. ALL CONCRETE STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE CLASS III, EXCEPT WHERE OTHERWISE NOTED ON THE PLANS OR REQUIRED BY JURISDICTION. HDPE STORM PIPE SHALL BE APPROVED BY JURISDICTION AND ENGINEER AND SHALL MEET ASTM-477. PVC STORM PIPE SHALL BE 9. GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY OF WICKS CONSULTING SERVICES, INC. AND HAS RELIED ON THE BELOW REFERENCED GEOTECHNICAL REPORTS IN PREPARATION OF THE DRAWINGS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE DRAWINGS SHALL BE REPORTED TO ENGINEER/OWNER. WICKS CONSULTING SERVICES, INC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY OF GEOTECHNICAL INFORMATION. 10. GEOTECHNICAL REPORT PREPARED BY. UNIVERSAL ENGINEERING SCIENCES REPORT #: 216918 REPORT DATE: APRIL 19, 2002 11. ALL OFF -SITE DISTURBED AREAS SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITION, OR BETTER. 12. ALL STORM STRUCTURES SHALL CONFORM WITH FDOT STANDARD INDEX DRAWINGS AND SPECIFICA1IONS EXCEPT THAT DITCH BOTTOM INLETS IN PAVED AREAS SHALL HAVE TRAVERSABLE, TRAFFIC BEARING GRATES SUPPORTED BY STEEL ANGLE SEATS OR SUPPORTED ON FOUR SIDES. GRATES SHALL BE CAST IRON UNLESS OTHERWISE SPECIFIED OR APPROVED. 13. EXISTING TOPOGRAPHY BASED ON DRAWING PREPARED BY: SURVEYOR: GRUSENMEYER - SCOTT & ASSOC., INC. - LAND SURVEYORS DRAWING DATED: MARCH 5, 2008 PROJECT NUMBER: 1469-07 14. ALL STORMWATER STRUCTURES SHALL HAVE CEMENT BENCHING FROM THE BOTTOM OF THE STRUCTURE TO THE LOWEST PIPE INVERT AND SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE UNLESS OTHERWISE NOTED. 15. ALL STORMWATER STRUCTURES ARE TO BE PLACED ON A 12" BED OF CRUSHED STONE OR EQUAL AS APPROVED BY THE CITY ENGINEER AND FULLY ENVELOPED WITH FILTER FABRIC. 16. ALL DISTURBED AREAS ON -SITE SHALL BE SODDED WITH SOD OF LIKE TYPE AND QUALITY TO MATCH EXISTING. ALL DISTURBED AREAS OFF -SITE SHALL BE SODDED WITH ARGENTINA BAHIA. ALL SOD SHALL BE NON -MUCK FARM GROWN. RECORD DRAWINGS 1. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH RECORD SURVEYS OF THE INSTALLED WATER, RECLAIM, WASTEWATER AND STORMWATER SYSTEMS. REQUIREMENTS ARE AS FOLLOWS: a. PERFORMED BY A FLORIDA REGISTERED LAND SURVEYOR. b. SIX SIGNED AND SEALED RECORD DRAWINGS SHALL BE PROVIDED TO THE ENGINEER OF RECORD. c. ELECTRONIC FORMATS OF THE RECORD DRAWINGS SHALL BE IN AUTOCAD 2000 OR HIGHER. A COPY OF THE ELECTRONIC FILES SHALL BE PROVIDED TO THE ENGINEER OF RECORD. IT IS PREFERRED TO USE THE APPROVED PLANS WITH STRIKE THROUGH CORRECTIONS. 2. REQUIRED RECORD DRAWING DATA: A. SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER). 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). B. STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.) 2. INVERT ELEVATIONS OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. 6. ALL STORMWATER MANAGEMENT AREAS SHALL BE DETAILED WITH CROSS SECTIONS AND/OR CONTOURS PROVING FINISH GRADE ELEVATIONS. C. WATER AND REUSE SYSTEM AND FORCE MAINS 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. 4. DEPICT POTABLE WATER LINE CROSSING AND PROVIDE ACTUAL SEPARATION DISTANCES. 5. SAMPLE POINT LOCATIONS IN ACCORDANCE WITH THE FDEP PERMIT. 6. PHOTOS OF ALL UTILITIES CROSSING AND WATER MAINS SHALL BE TAKEN AT THE TIME OF CONSTRUCTION PRIOR TO BACKFILLING. STANDARD ABBREVIATIONS ARV AIR RELEASE VALVE EOP EDGE OF PAVEMENT BFP BACKFLOW PREVENTER ERCP ELLIPTICAL REINFORCED BOC BACK OF CURB CONCRETE PIPE BTM BOTTOM FDC FIRE DEPARTMENT CONNECTIO BV BALL VALVE FFE FINISHED FLOOR ELEVATION CENTER LINE FH FIRE HYDRANT CMP CORRUGATED METAL PIPE FM FORCE MAIN CO CLEANOUT GV GATE VALVE CONC CONCRETE HDPE HIGH DENSITY POLYETHYLENE DCDVA DOUBLE CHECK DETECTOR DDCA DOUBLE DETECTOR CHECK AS VALVE ASSEMBLY HP HIGH POINT DIP DUCTILE IRON PIPE HR HANDICAPPED RAMP DHWL DESIGN HIGH WATER LEVEL INV INVERT NATION LF LINEAR FEET EL ELE LP N LOW POINT LS LIFT STATION MES MITERED END SECTION MH MANHOLE NWL NORMAL WATER LEVEL PIV POST INDICATOR VALVE R PROPERTY LINE PV PLUG VALVE SEMBLY PVC POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCRETE PIPE RWM RECLAIMED/REUSE WATER MAIN R/W RIGHT OF WAY SAN SANITARY SHWT SEASONAL HIGH WATER TABLE SP SAMPLE POINT TOB TOP OF BANK TOS TOE OF SLOPE TYP TYPICAL WM WATER MAIN RPZ REDUCED PRESSURE ZONE BACKFLOW DEVICE DANIEL J. HAYES P.E. DATE: FL. REG. NO. 48895 - 0 1 C °° Ro ® 00 o� Nam^ o �o yr ~ U ■ ® co c �'Q F CU � (A yti 3 C 3 3 c N 3 0 N x w J :�i Q, W U Q CL X w w U� 0 z 00 O p rn o vQ M a 1J• rl n ti ac N tG 0 N 0 3 �v k z a or to z to 0 .r M N C v a d a: 0 r 3v n N 0 / N CONDITIONS OF APPROVAL \\\\���" 1`Y'�n'"o ��oval�or�other\\development arovals\'o�` the% o� a t\ \�or`an ortion of the Pro ert 1. Prior to the issuance of any si � pp p pp p y, y p p y�\`_, the Developer and City staff shall evaluate and determine whether what future right of way needs to be dedicated or conveyed to the City in connection with the proposed development. In considering the need for additional right of way during its evaluation of development proposed for any portion of the Property the City may consider any and all development approvals it has previously granted for any portion of the Property. Notwithstanding the foregoing, at a minimum, the Developer shall, at the time of approval of the first development plan for the Property, convey to the City enough land so that there is at least 40' of right-of-way adjacent to the Property - - g y � p rty measured from the centerline of the then existing Clarcona Ocoee Road right-of-way. In addition the Developer shall provide sufficient right-of-way for adequate left and right turn lanes into the Property from Clarcona-Ocoee Road and shall construct the same as and when warranted in accordance with the traffic study referenced below. All roadway improvements and all turn lanes along Clarcona-Ocoee Road shall be designed so as to accommodate large truck traffic and shall otherwise comply with the then existing City specifications for public roads. Further, the Developer shall establish a single access point to the Property from Clarcona-Ocoee Road that aligns with the Forest Ridge entrance across the road. All other existing driveways and access points will be abandoned once the single access point is constructed. 2. Prior to the issuance of any site plan approval or other development approvals for the Property, or any portion of the Property, the Developer and City staff shall evaluate and determine what drainage easements and improvements are required in connection with the proposed development. In considering the need for drainage easements and improvements during its evaluation of development proposed for any portion of the Property the City may consider any and all development approvals it has previously granted for any portion of the Property. Notwithstanding the foregoing, at a minimum, the Developer shall install drainage pipes and enclose the existing drainage ditch fronting the Property and adjacent to Clarcona-Ocoee Road all in accordance with sound engineering practices. 3. Prior to the issuance of any site plan approval or other development approvals for the Property, or any portion of the Property, the Developer and City staff shall evaluate and determine whether any off -site transportation improvements are required in connection with the proposed development. Such off -site improvements may include signalization and providing turn lanes for roads impacted by traffic generated by the Property. In considering the need for off -site transportation improvements during its evaluation of development proposed for any portion of the Property the City may consider any and all development approvals it has previously granted for any portion of the Property. Notwithstanding the foregoing and in order to evaluate required off -site transportation improvement, at the time of first submittal for development of any portion of the Property the Developer shall provide the City with a full traffic impact study based on a methodology approved by the City. Said traffic impact study shall take into account any proposed phasing of development on the Property. 4. Prior to the issuance of any site plan approval or other development approvals for the Property, or any portion of the Property, the Developer and City Staff shall evaluate and determine what water and sewer utility improvements are required in connection with the proposed development. In considering the need for water and sewer utility improvements during its evaluation of development proposed for any portion of the Property, the City may consider any and all development approvals it has granted for any portion of the Property. Notwithstanding the foregoing, at a minimum, the Developer shall be solely responsible for any costs associated with extending and/or upgrading water and sewer utility lines to the Property. All water and sewer utility improvements must be consistent with the City s utility master plans. Lift station facilities shall be designed to accommodate a master pumping station consistent with the City s utility master plans. In addition, the water supply must be designed to accommodate fire flow demand. 5. That portion of the Property zoned R-1 AA (as described on Exhibit "A") is subject to that certain Drainage Easement (the "Drainage Easement") granted by Developer's predecessor in interest ("Grantor") in favor of Orange County, Florida ("Grantee"), which easement is recorded in the official records of Orange County, Florida in OR Book 5408, Page 4921. The Drainage Easement, including an existing drainage ditch, is currently maintained by the Grantee. The Drainage Easement, including the existing drainage ditch, shall be maintained in the future by the Grantee or its successors and assigns in accordance with the terms of the Drainage Easement. Developer shall have no obligation to maintain the Drainage Easement except as may from time to time be required by the St. John's River Water Management District or the City of Ocoee in accordance with any duly issued storm water management permit or other lawful development permit. 6. That portion of the Property zoned R-1AA (as described on Exhibit "A") shall, in perpetuity be used solely for conservation and drainage purposes, and no development by the Developer, his successors or assigns, shall be permitted on such portion of the Property. This provision shall not be deemed to preclude the construction of drainage structures or other appropriate and necessary structures in furtherance of the conservation and drainage uses intended for this portion of the Property, provided that any such structures shall have been properly approved by the City prior to their construction. In addition, this provision shall not be deemed to preclude the construction of cross -access driveways, roadway connections or utility easements as may be required by the City. At the time of development of any portion of the Property, the Developer shall convey to the City a Conservation and Drainage Easement over the portion of the Property zoned R-1AA. The form of the Conservation and Drainage Easement shall be approved by the City prior to the conveyance. 7. With the exception of landscape, buffering, limited signage, or aesthetic features as may be approved by the City in advance, no construction shall be permitted on the Property within 50 feet of the Clarcona-Ocoee right-of-way line (as the some shall be determined in accordance with the right-of-way dedication requirements set forth above). 8. The uses permitted on that portion of the Property zoned 1-1 (as described on Exhibit "A") shall be such uses as are permitted by the Ocoee Land Development Code at the time of development provided, however, that the following uses shall not be permitted on the Property regardless of whether such uses would otherwise be permitted in an 1-1 zoning district under the Ocoee Land Development Code: • Bar (in association with a restaurant with seats for 45 people) • Automobile Repair • Bus terminal • Car wash • Commercial convenience with gas sales • Department store • Drive-in restaurant • Funeral Parlor • Gas station • Grocery store / supermarket • Heating & Air conditioning sales and service with outside storage • Heating, ventilating, plumbing, supplies, sales & service • Hospital • Hotel or motel • Live entertainment establishment • Liquor store, no on -premises consumption • Mobile home and travel trailer sales e Movie theater • Pawn shop e Printing, book b graph and publishing plants • Recreational vehicle • Restaurant • Veterinary hospitals and kennels when confined within structure • Warehousing / distribution as a primary use (It is the intent of the parties that the property not be used primarily or solely for a warehousing function but that the storage of materials necessary for the main operation of production activities shall not be prohibited.) �I111111[•a U4 • �nWO��eI _» 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. This project shall be developed in ONE phase. 3. Has been Deleted \ \\\.o```. \�,o�� \\�,N\\\\�,...\ \ \\i \\,cam\�\\.o���,.Q�`o\\��\\�,...- \\\\.,v-\\�.,..,...-..... �\... �n..\\\\goy\�"\\���o.\\�..\�\\vo"\\\\i�oo�\\�`\\\uo.\\u�\\\�,5�\�.0.\�.\�\„.\\.\...:\...:\.. ,..::\\\�"\\\.\\\�,,,,.\� \\\\o•�\�` \\�.o`\\emu`• \ \\\\�o"�\�o`•�\�...a`�\�oo`\ \�.\�`��N�\\�.,o` \\\�,..op 4. Except as specifically noted on this Plan, development of this property shall be consistent with the requirements of the City of Ocoee Code. 5. 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. 6. 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/Applicant (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 tepresentation" 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. 7. Any damage caused to any public streets as a result of the construction activities related to the project shall be promptly repaired by the Owner to the applicable governmental standards at the Owner's sole cost and expense. 8. There shall be no access from the property to any public streets except at the approved locations shown on the approved Final Site Plan. 9. All building pad elevations will exceed the 100-year flood plane by a minimum of two (2) feet. 10. The Developer is to protect and prevent any disturbance, siltation, or other construction within the wetland areas inside the 100-year flood elevation. Those areas are to be roped off during construction and silt fences installed to eliminate any possibility of disturbance in those areas during construction. 11. The Developer shall comply with all requirements of the City and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any disturbance, siltation, or other construction below the natural wetland lines. Further, the areas below the natural wetland lines shall be fenced off (and silt fences shall be installed) during construction activities immediately adjacent to the wetlands, in order to minimize disturbances of the wetlands during construction. 12. Wetland and existing surface water impact for this property is regulated by St. Johns River Water Management District ('SJRWMD") and the Florida Department of Environmental Protection ("FDEP"). General or Individual permits are required from these agencies prior to commencement of construction. 13. Except as otherwise noted on this Plan, all existing structures (including buildings, power lines, existing aerial and utility facilities) will be removed and/or terminated prior to or during construction of the development replacing those uses. 14. All legal instruments, including but not limited to, deeds and easement documents, shall be provided to the City for approval prior to Final Site Plan Approval. 15. 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. 16. The existing grade will be maintained as much as possible to preserve existing protected trees. 17. Removal of existing protected trees will be limited to clearing road right-of-way and retention areas as detailed in the Final Site Plan. 18. In order to insure that as many existing trees as possible will be preserved, all road rights -of -way 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. 19. 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. 20. All cross access, utility and/or drainage easements shall be provided prior to or at the time of Final Site Plan approval. 21. All utilities including electrical, cable, TV, and telephone and including on -site existing overhead wires shall be placed underground. 22. A perpetual, non-exclusive access easement over all internal roadways and other paved areas is hereby granted in favor of the City of Ocoee and other applicable authorities for law enforcement, fire and other emergency services. The City may require that 23. The Developer shall construct appropriate curb cuts to enable access ramps at all rights -of -way intersections (and other areas as reasonably required) in order to accommodate access to sidewalks and streets for persons who are in wheelchairs and other persons who are physically challenged, and otherwise comply with all Americans with Disabilities Act ("ADA") requirements. When sidewalks are constructed at certain corner locations, the sidewalks will be extended to the curb and the appropriate ramps will then be constructed. The Owner will be responsible for the continued maintenance of all streets and sidewalks in accordance with all ADA requirements that maynow or hereinafter be applicable to the project. \\�\\\o�\\..\\.`��o•`\\�...o�\.�..��..`�w`.o\\\���\w.,.`\\�..o\\�\\\�.,: �\�...`�\�a`a� � �\\o"`�\\\�.o•� \\v\� \� �\\\...c\\��\io•\\\\."�\\�o.,`o\\\.\\\�� �\�.,c`\�\o`.Q\o� 24. Parking shall be provided in accordance with the City of Ocoee Land Development Code. 25. To the extent any lift stations are required on the property they, will be conveyed to the City at the time of platting. All such lift stations shall be fenced with black, vinyl chain -link fence, with posts and rails pointed 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 iigustrum. 26. Each fire hydrant shall be painted 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. 27. All stormwater management ponds will be unfenced with maximum 5:1 side slopes into the pond. 28. All landscape areas will be irrigated and have automatic rain sensors. 29. Reclaimed water will be used for irrigation purposes, if available. 30. The Developer shall be responsible for installing reuse lines along with the other project infrastructure. At such time as reuse water is available to the property, the Owner shall be responsible for connection to the reuse system lines. 31. Within thirty (30) days of receipt of a written request by the City, but in no event later than the approval of any Final Site Plan or Final Subdivision Plan for the property, or any portion thereof, the Owner shall dedicate and convey to the City Tract A (Additional Right -of -Way), and Tract B (Lift Station), as such tracts are shown generally on this Plan. At least twenty (20) days prior to the conveyance, the Owner shall provide the City with a metes and bounds legal description and sketch of description for each such tract, said descriptions and sketches being certified to the City and subject to the review and approval of the City. The subject property shall be dedicated and conveyed by the Owner to the City by special warranty deed free and clear of all liens and encumbrances except for those matters acceptable to the City. The form of the special warranty deed shall be subject to the approval of the City. The Owner shall, contemporaneously with the dedication and conveyance of the subject property, provide to the City a current attorneys opinion of title or a current title commitment to be followed by a policy of title insurance, evidencing that fee simple title to the subject property is free and clear of all liens and encumbrances except for those matters acceptable to the City. The costs and expenses related to the conveyance and dedication of the subject property, including the cost of title work, shall be borne solely by the Owner. Real property taxes on the subject property shall be prorated as of the date before the City's acceptance of the conveyance of the some, and the prorated amount of such real property taxes attributable to the Owner shall be paid and escrowed by the Owner in accordance with the provisions of section 196.295, Florida Statues; provided, however, that if the conveyance occurs between November 1 and December 31, then the Owner shall be responsible for real property taxes for the entire year. Neither the Owner, its successors and assigns, nor any other person or entity shall be entitled to any road impact fee credits or other compensation of any kind for, on account of, or with respect to the required conveyance of the subject property. 32. Notwithstanding the conveyance of any tract to the City, until such time as the improvements contemplated for said tract are commenced, the Owner shall be responsible for the maintenance of the tract. 33. The property shall be developed as a single, integral parcel and be retained under common ownership. The property shall hereinafter remain as a single, integral parcel, and shall not be sold, otherwise disposed of, or encumbered in lesser constituent parcels, unless some are dedicated to the public, or with the written consent of the City of Ocoee. DAN►EL J. HAYES P.E. DATE. FL. REG. NO. 48895 0 C a� � M L o�� NDo ~ E o U0 ■ � C0 C y � y C 33 O N 3 N tZ CJQ � w X O O V�.j�LJO O) Uy •OIL v OZ 000 O N�� 4. cb CZ) W U Q, I X W U� W W W 0 0 0 0 U U U W W O 0 C a n n n 3 �v k 0 z a li Uj 0 It v Cl 0 r 3 C4 N 0 FDEP SEPARATION REQUIREMENTS under 62-555.314 Effective 8-28-2003 HAZARD HORIZONTAL SEPARATION VERTICAL SEPARATION WATER ABOVE WATER BELOW STORM SEWER 3FT MIN 12"PREF, 6"MIN 12" MIN STORM FORCE MAIN 3FT MIN 12" MIN 12" MIN RECLAIMED WATER (REG'D UNDER 62-610) 3FT MIN 12" MIN 12" MIN RECLAIMED WATER (NOT UNDER 62-610) 1OFT PREF, 6FT MIN 12" MIN 12" MIN VACUUM SANITARY SEWER 1OFT PREF, 3FT MIN 12" PREF, 6" MIN 12" MIN GRAVITY SANITARY SEWER 1OFT PREF, 6FT MIN* 12" PREF, 6" MIN 12" MIN SANITARY SEWER FORCE MAIN 1OFT PREF, 6FT MIN 12" MIN 12" MIN ON -SITE SEWAGE TREATMENT & DISPOSAL SYSTEM 1OFT MIN (NO ALTERNATIVES) * 3FT MINIMUM IF BOTTOM OF WATER MAIN IS 6" ABOVE THE GRAVITY SEWER MAIN • THESE TABLES ARE NOT COMPREHENSIVE AND ARE NOT A SUBSTITUTE FOR THE TEXT IN 62-555.314. (SEE TEXT BELOW) • THIS TABLE WAS CREATED BY A PRIVATE INDIVIDUAL AND IS NOT AN OFFICIAL FDEP TABLE. • ALL DISTANCES ARE MEASURED OUTSIDE TO OUTSIDE. • IT IS PREFERABLE TO LAY THE WATER PIPE ABOVE THE HAZARD PIPE. • WATER MAINS CANNOT COME INTO CONTACT WITH ANY HAZARD STRUCTURES WITHOUT PRIOR APPROVAL BY FDEP. • EXCEP11ONS ARE ONLY ALLOWED ON A CASE -BY -CASE BASIS WITH JUSTIFICATION TO FDEP BEFORE INSTALLATION. "AT CROSSINGS, CENTER WATER PIPE ON CROSSING OR MAINTAIN THE FOLLOWING JOINT SPACING:" HAZARD ALTERNATIVE JOINT SPACING STORM SEWER 3FT MIN STORM FORCE MAIN 3FT MIN RECLAIMED WATER (REG'D UNDER 62-610) 3FT MIN RECLAIMED WATER NOT UNDER 62-610) 6FT MIN VACUUM SANITARY SEWER 3FT MIN GRAVITY SANITARY SEWER 6FT MIN SANITARY SEWER FORCE MAIN 6FT MIN ON -SITE SEWAGE TREATMENT & DISPOSAL SYSTEM N/A 62-555.314 LOCATION OF PUBLIC WATER SYSTEM MAINS TEXT. FOR THE PURPOSE OF THIS SECTION, THE PHRASE WATER MAINS SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL 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 STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A 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 AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY -OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINT'S 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 SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES. (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. (B) EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E., WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING OF THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY SENSIBLE), THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO THIS REQUIREMENT (I.E, THE DEPARTMENT SHALL ALLOW CONSTRUCTION OF CONFLICT MANHOLES), BUT SUPPLIERS OF WATER OR PERSONS PROPOSING TO CONSTRUCT CONFLICT MANHOLES MUST FIRST OBTAIN A SPECIFIC PERMIT FROM THE DEPARTMENT IN ACCORDANCE WITH PART V OF THIS CHAPTER AND MUST PROVIDE IN THE PRELIMINARY DESIGN REPORT OR DRAWINGS, SPECIFICATIONS, AND DESIGN DATA ACCOMPANYING THEIR PERMIT APPLICATION THE FOLLOWING INFORMATION: 1. TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH CONFLICT MANHOLE. 2. A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH CONFLICT MANHOLE. 3. ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTION REQUIREMENTS IN SUB -SUBPARAGRAPHS A. THROUGH D. BELOW. A. EACH WATER MAIN PASSING THROUGH A CONFLICT MANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT JOINT ON EACH SIDE OF THE MANHOLE TO ACCOMMODATE DIFFERENTIAL SETTLING BETWEEN THE MAIN AND THE MANHOLE. B. WITHIN EACH CONFLICT MANHOLE, THE WATER MAIN PASSING THROUGH THE MANHOLE SHALL BE INSTALLED IN A WATERTIGHT CASING PIPE HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE). C. EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZED, TO ALLOW FOR EASY CLEANING OF THE MANHOLE. D. GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH CONFLICT MANHOLE TO PREVENT LARGE OBJECTS FROM ENTERING THE MANHOLE. (4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SEX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY- OR 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 AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.00S, F.A.C. (UPDATED 6-15-04) UTILITY NOTES 1. SHOULD ANY DISCREPANCIES BE DISCOVERED THAT WOULD PREVENT CONSTRUCTION OF NEW IMPROVEMENTS AS SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHIN 48 HOURS FOR A DETERMINATION AS TO THE DISPOSITION OF THE DISCREPANCIES. NO CLAIM WILL BE ALLOWED BY THE CONTRACTOR SHOULD HE FAIL TO PROVIDE THE REQUIRED NOTIFICATION PRIOR TO CONSTRUCTION. 2. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE, AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR FIELD VERIFICATION OF THE EXISTING UTILITIES. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY TO ENSURE THE LOCATION AND INTEGRITY OF THE SYSTEM. 3. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. THE FOLLOWING COMPANIES SHALL BE CONTACTED BY THE CONTRACTOR: POWER PROGRESS ENERGY - (MUST BE INSTALLED UNDERGROUND) WATER CITY OF OCOEE SANITARY SEWER CITY OF OCOEE GAS TECO PEOPLES GAS - (MUST BE INSTALLED UNDERGROUND) TELEPHONE BRIGHTHOUSE - (MUST BE INSTALLED UNDERGROUND) CABLE TV BRIGHTHOUSE - (MUST BE INSTALLED UNDERGROUND) 4. ALL PIPING TO HAVE A MINIMUM OF 3' COVER UNLESS OTHERWISE NOTED ON THE PLANS. ALL ON -SITE POWER, TELEPHONE AND CABLE TV MUST BE BURIED. 5. WHERE PAVEMENT IS REMOVED, THE SURFACING MATERIAL SHALL BE MECHANICAL SAW -CUT PRIOR TO TRENCH EXCAVATION, LEAVING A UNIFORM AND STRAIGHT EDGE, WITH MINIMUM DISTURBANCE TO THE REMAINING ADJACENT SURFACING. IMMEDIATELY FOLLOWING THE SPECIFIED BACKFILLING AND COMPACTION, A TEMPORARY SAND SEAL COAT SURFACE SHALL BE APPLIED TO THE CUT AREAS AND CONTINUE TO PROVIDE A SMOOTH TRAFFIC SURFACE WITH THE EXISTING ROADWAY AND SHALL BE MAINTAINED UNTIL FINAL RESTORATION. 6. DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL TAKE SPECIAL CARE AND PROVIDE ADEQUATE PROTECTION IN ORDER TO MINIMIZE DAMAGE TO VEGETATION, SURFACED AREAS, AND STRUCTURES WITHIN RIGHT-OF-WAY EASEMENT ON SITE, AND TAKE FULL RESPONSIBILITY FOR THE REPLACEMENT OR REPAIR THEREOF. _WATER DISTRIBUTION 1. EXCAVATED TRENCH BOTTOM(S) SHALL BE FREE OF STICKS, ROOTS, STUMPS, STONES, BOULDERS AND ALL DEBRIS, AND SHALL BE GRADED AND SHAPED FOR CONTINUOUS BEARING OF THE BOTTOM OF THE PIPE SYSTEM WITH ALLOWANCE FOR VALVES, FITTINGS, AND COUPLINGS. 2. UNLESS OTHERWISE SHOWN ON THE PLANS, PIPE SHALL BE MANUFACTURED FROM POLYVINYL CHLORIDE RESIN CONFORMING TO ASTM DESIGNATION D 1784. THE PIPE SHALL BEAR THE NATIONAL SANITA11ON FOUNDATION (NSF) SEAL FOR POTABLE WATER PIPE. PIPE SHALL MEET THE REQUIREMENTS OF AWWA C900, (D.R. 18) "STANDARD FOR POLYVINYL CHLORIDE (PVC) PRESSURE PIPE, 4 INCHES THROUGH 12 INCHES FOR WATER" AND SHALL BE FURNISHED IN CAST IRON PIPE EQUIVALENT OUTSIDE DIAMETERS WITH RUBBER GASKETED JOINTS AS LISTED C900 STANDARD. DI PIPE SHALL CONFORM WITH AWWA C-150/C-151. POLYVINYL CHLORIDE PIPE LESS THAN 4 INCHES IN DIAMETER SHALL BE IN ACCORDANCE WITH ASTM 1785 (SCHEDULE 40, 80, 120) OR ASTM 2241 (SDR 21, PC 200). DR 14 SHALL BE USED FOR FIRE LINES AND INSTALLED IN ACCORDANCE W/ NFPA 24, 1995. ALL CITY MAINTAINED WATER MAINS SHALL BE D.I.P. 3. CONNEC1ONS FOR PIPE 2" IN DIAMETER AND LARGER SHALL BE RUBBER COMPRESSION RING TYPE. PIPE SHALL BE EXTRUDED WITH INTEGRAL THICKENED WALL BELLS WITHOUT INCREASE IN SDR. RUBBER RING GASKETS SHALL CONSIST OF SYNTHETIC COMPOUNDS MEETING THE REQUIREMENTS OF ASTM DESIGNATION D1869, AND SUITABLE FOR THE DESIGNATED SERVICE. OTHER CONNECTIONS FOR PIPE; SOLVENT WELDED SLEEVE TYPE JOINT. FITTINGS FOR 2 INCH AND SMALLER PIPE SHALL BE P.V.C. SOLVENT WELDED JOINTS. FITTINGS FOR USE WITH P.V.C. PIPE WILL BE CAST IRON OR DUCTILE IRON WITH MECHANICAL JOINT RUBBER COMPRESSION RING TYPE JOINTS. WHERE MECHANICAL JOINT IRON FITTINGS OR DUCTILE IRON PIPE ARE TO INTERFACE WITH PVC PIPE, A TRANSITION GASKET, CLOW F-6340 OR EQUAL, SHALL BE USED. NO P.V.C. FITTINGS WILL BE ALLOWED EXCEPT ON PIPE AND FITTINGS SMALLER THAN 3 INCHES. 4. PVC PIPE CONNECTED TO HEAVY FITTINGS AND/OR RIGID STRUCTURES SHALL BE SUPPORTED SO THAT NO SUBSEQUENT RELATIVE MOVEMENT BETWEEN THE PVC PIPE AT THE JOINT AND THE RIGID STRUCTURE IS POSSIBLE. 5. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS & TEES. 6. BACKFILLING OF THE TRENCH FROM THE BOTTOM UP TO TWELVE (12)INCHES OVER THE TOP OF THE PIPE SHALL BE COMPACTED IN SIX (6) INCH LAYERS USING DRY FRIABLE SOIL (MAXIMUM PARTICLE OR FRAGMENT DIMENSION 1 ") TO NINETY-FIVE (95) PERCENT MAXIMUM DENSITY. THE REMAINDER OF THE TRENCH SHALL BE BACKFILLED WITH EXCAVATED EARTH MATERIAL (MAXIMUM ROCK OR FRAGMENT DIMENSION 6") IN NINE (9) INCH LAYERS COMPACTED TO NINETY FIVE (95) PERCENT MAXIMUM DENSITY, NINETY- EIGHT (98) PERCENT UNDER AREAS TO BE PAVED. DENSITY DETERMINATIONS SHALL BE MADE IN ACCORDANCE WITH AASHTO SPECIFICATION T-180. MINIMUM COVER OVER THE TOP OF THE PIPE SHALL BE THIRTY-SIX (36) INCHES UNLESS OTHERWISE SHOWN. IF POSSIBLE, JOINTS SHOULD BE LEFT UNCOVERED UNTIL AFTER TESTING HAS BEEN SATISFACTORILY COMPLETED. 7. THE PIPE SYSTEM SHALL BE TESTED AND EXAMINED FOR LEAKAGE IN SECTIONS NOT EXCEEDING 1,000 FEET, AT NOT LESS THAN 150 PSI STATIC PRESSURE, IN ACCORDANCE WITH AWWA C 600 (DIP) C 605 (PVC). 8. AFTER COMPLETION OF CONSTRUC1ON AND TESTING, THE WATER SYSTEM SHALL BE DISINFECTED WITH CHLORINE SOLU11ON BEFORE ACCEPTANCE FOR DOMESTIC OPERATION. THE AMOUNT OF CHLORINE APPLIED SHALL BE SUFFICIENT TO PROVIDE A DOSAGE SOLUTION OF NOT LESS THAN FIFTY (50) PARTS PER MILLION. PRIOR TO INTRODUCING THE CHLORINE SOLUTION, THE LINE SHALL BE THOROUGHLY FLUSHED WITH CLEAN POTABLE WATER. CHLORINE SOLUTION SHALL BE INTRODUCED IN ACCORDANCE WITH AWWA STANDARD C-651-92 AND SHALL REMAIN IN THE SYSTEM FOR A CONTACT PERIOD OF AT LEAST TWENTY-FOUR (24) HOURS, DURING WHICH TIME EVERY VALVE IN THE SYSTEM SHALL BE OPENED AND CLOSED SEVERAL 11MES TO ASSURE CONTACT WITH EVERY SURFACE OF THE SYSTEM. AFTER COMPLETION OF THE DISINFECTION PROCEDURE, THE SYSTEM SHALL BE FLUSHED USING CHLORINATED WATER FROM THE CENTRAL WATER SUPPLY. SAMPLES SHALL BE TAKEN FROM THE NEW SYSTEM FOR TESTING BY A D.H.R.S. CERTIFIED LAB AND SUBMITTED TO THE ENGINEER FOR SUBMITTAL TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR CLEARANCE BEFORE IT IS PLACED INTO ACTIVE SERVICE. 9. GATE VALVES SHALL BE MUELLER CLASS 200 RESILIENT SEATED VALVES, OR APPROVED EQUAL, WITH MECHANICAL JOINT ENDS, MANUFACTURED TO MEET OR EXCEED REQUIREMENTS OF AWWA C509, LATEST REVISION. EACH VALVE SHALL BE FITTED WITH A CASTIRON BOX AND COVER 10. FIRE HYDRANT(S) SHALL BE MUELLER STANDARD OR APPROVED EQUAL 3-WAY WITH TWO (2) 2-1/2 INCH HOSE CONNECTIONS AND ONE (1) 4-1/2 INCH PUMPER NOZZLE. MAIN BARREL VALVE SIZE SHALL BE 5-1/4 INCHES. AFTER INSTALLATION THE HYDRANT SHALL BE PAINTED IN ACCORDANCE WITH THE LOCAL FIRE DEPARTMENT REQUIREMENTS. 11. ALL WATER SERVICE LINES TWO (2) INCHES AND UNDER SHALL BE POLYETHYLENE, IDR 9, WITH A PRESSURE RATING OF 160 PSI. 12. ALL PVC WATER MAINS SHALL BE LAID WITH METALIC LOCATING TAPE PLACED 18" ABOVE THE CENTER OF THE WATERLINE. FOR FUTURE LOCATING PURPOSES, #14 COPPER ARMORED POLYGUARD WIRE SHALL BE TAPED TO THE TOP OF THE PIPE AND TERMINATE WITH 12" EXTENDING ABOVE THE TOP OF THE VALVE BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH THE VALVE OPERATION. WATER DISTRIBUTION (CONT) 13. SURVEY AS -BUILT DRAWING IS REQUIRED. 14. DEDICATED FIRE MAINS SHALL BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION CONTRACTOR PER F.S. 633.021(5) 15. AN APPROVED REDUCED PRESSURE BACKFLOW PREVENTION DEVICE IS REQUIRED FOR THE DOMESTIC WATERLINE (A.S.S.E. 1013). IT WILL BE INSTALLED AT THE POINT OF DELIVERY FROM THE LOCAL CITY OR COUNTY WATER SYSTEM. THE INSTALLER IS RESPONSIBLE FOR TESTING THE DEVICE UPON INSTALLATION BY A CERTIFIED BACKFLOW TESTER WITH THE RESULTS BEING FORWARDED TO THE LOCAL CITY OR COUNTY UTILITY DEPARTMENT. 16. THE IRRIGATION AND FIRE SYSTEMS ARE REQUIRED TO HAVE AN APPROVED DOUBLE CHECK VALVE ASSEMBLY (A.S.S.E. 1015). IT WILL BE INSTALLED AT THE POINT OF DELIVERY FROM THE LOCAL UTILITIES WATER SYSTEM, IN THE HORIZONTAL POSITION. THE INSTALLER IS RESPONSIBLE FOR TESTING THE DEVICE UPON INSTALLATION BY A CERTIFIED BACKFLOW TESTER WITH THE RESULTS BEING FORWARDED TO THE LOCAL U1ILITY DEPARTMENT. 17. ALL WATER MAIN MATERIALS AND APPURTENANCES SHALL CONFORM TO AND SHALL BE INSTALLED, TESTED AND CLEARED FOR SERVICE IN ACCORDANCE WITH THE STANDARDS OF THE LOCAL JURISDICTION AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AGENCY. 18. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN A COPY OF THE FDEP WATER AND SEWER PERMITS ON SITE AT ALL 11MES AND PERFORM BACTERIOLOGICAL TESTING (B.T.) AFTER DISINFECTION IN ACCORDANCE WITH THE FDEP WATER PERMITS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR CONTRACTOR TO SUBMIT A SET OF AS -BUILT WATER AND SEWER DRAWINGS TO THE ENGINEER. THE AS -BUILT WATER DRAWING WILL NEED TO BE PREPARED PER CITY OR COUNTY REQUIREMENTS. THE AS -BUILT SURVEY/ DRAWINGS WILL NEED TO BE PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED SURVEYOR. 19. THE CONTRACTOR SHALL PROTECT THE EXISTING ACTIVE WATER MAIN FROM BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, TESTING AND MAINTAIN A MINIMUM PRESSURE OF 20 PSI IN THE NEW MAINS DURING CONSTRUCTION. ALL PROTECTION METHODS SHALL CONFORM TO THE LOCAL UTILITY COMPANIES, FDEP, AND AWWA STANDARD SPECIFICATIONS. 20. UPON COMPLETION OF THE WATER DISTRIBUTION SYSTEM CONTRACTOR SHALL FURNISH TO THE LOCAL FIRE DISTRICT AND ENGINEER CERTIFIED FIRE FLOW DATA FOR ALL FIRE HYDRANTS WITHIN THE PROJECT. 21. ALL WATER PIPE NEW OR RELOCATED SHALL BE COLOR CODED OR DETAIL MARKED USING BLUE AS PREDOMINANT COLOR TO DIFFERENTIATE DRINKING WATER FROM RECLAIMED OR OTHER WATER. 22. ALL WATER MAIN MATERIAL AND APPURTENANCES, PIPES, JOINTING AND PACKING MATERIAL INTERNAL COATING, AND LININGS, FITTINGS, AND APPURTENANCES SHALL BE IN THE ACCORDANCE WITH THE CORRESPONDING AWWA STANDARDS AND BE CONFORMING TO NSF REQUIREMENTS IN COMPLIANCE WITH PARAGRAPH 62-555 FLORIDA ADMINISTRATIVE CODE. 23. ALL WATER MAIN MATERIALS AND APPURTENANCES SHALL COMPLY WITH THE LEAD USE PROHIBITION RULE IN 62-555.322 FLORIDA ADMINISTRATIVE CODE. GENERAL SPECIFICATION NOTES: 1. THE CITY OF OCOEE SPECIFICATIONS WILL TAKE PRECEDENCE IF THEY ARE MORE STRINGENT THAN THESE SPECIFICATIONS. 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. FORCEMAIN NOTES 1. FORCEMAIN PIPE SHALL BE INSTALLED AND MAINTAINED AT A 3' MINIMUM DEPTH THROUGH -OUT PROJECT EXCEPT WHERE SHOWN ON PLANS AND APPROVED SPECIFICATIONS. MAINTAIN 18" BELOW WATER MAIN. 2. FORCEMAIN PIPE TO BE PVC C900, DR18 CLASS 100 AWWA. 3. EXCAVATED TRENCH BOTTOM(S) SHALL BE FREE OF STICKS, ROOTS, STUMPS, STONES, BOULDERS AND ALL DEBRIS AND SHALL BE GRADED AND SHAPED FOR CONTINUOUS BEARING OF THE BOTTOM OF THE PIPE SYSTEM WITH ALLOWANCE FOR VALVES, FITTINGS AND COUPLINGS. 4. PVC SEWER MAINS SHALL BE LAID WITH METALLIC TAPE PLACED 18" ABOVE THE CENTER OF THE FORCEMAIN WITH CONTINUOUS MARKING "CAUTION SEWAGE PRESSURE LINE" FOR FUTURE LOCATING PURPOSES. #14 COPPER ARMORED POLYGUARD WIRE SHALL BE TAPED TO THE TOP OF THE PIPE AND TERMINATE WITH 12" EXTENDING ABOVE THE TOP OF THE LIFT STATION VALVE BOX. 5. THE PIPE SYSTEM SHALL BE TESTED AND EXAMINED FOR LEAKAGE IN SECTIONS NOT EXCEEDING 1,000 FEET, AT NOT LESS THAN 100 PSI STATIC PRESSURE, IN ACCORDANCE WITH AWWA C 600 (DIP) C 605 (PVC). ALLOWABLE LEAKAGE = L = (ND,/{)/7400 DURATION 2 HOURS. L = ALLOWABLE LEAKAGE GPM/HR N = # OF JOINTS IN LENGTH TESTED P = AVERAGE TEST PRESSURE (PSI) D = NOMINAL DIAMETER OF PIPE (IN) SANITARY GRAVITY SEWER THE SEWER SYSTEM SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS SPECIFIED WITHIN W.P.C.F. MANUAL OF PRACTICE NO. 9, AND CHAPTER 20 OF THE TEN -STATE STANDARDS --RECOMMENDED STANDARDS FOR SEWAGE WORKS AND F.A.C. 17-6.050 COLLECTION/TRANSMISSION SYSTEMS, FDEP RULES. ALL MATERIALS TO BE FURNISHED BY CONTRACTOR. 1. PRECAST REINFORCED MANHOLES SHALL BE IN ACCORDANCE WITH ASTM DESIGNATION C-478, WITH PREFORMED FLEXIBLE PLASTIC JOINT SEALER CONFORMING TO FEDERAL SPECIFICATION SS-5-0210 (GSA-FSS), "RAM-NEK", AS MANUFACTURED BY THE K.T. SNYDER CO., INC.; HOUSTON, TEXAS, OR APPROVED EQUAL. COMPACTION PRIOR TO MANHOLE PLACEMENT SHALL BE NOT LESS THAN 98% OF MAXIMUM DENSITY. 2. MANHOLE FRAMES AND COVERS SHALL BE GRAY CAST IRON CONFORMING TO ASTM A 48, CLASS 30. COVERS SHALL HAVE NO PERFORATIONS AND SHALL BE FOUNDRY MARKED WITH THE WORD "SEWER". FRAMES AND COVERS SHALL BE FULLY BEDDED IN MORTAR TO THE CORRECT FINISH GRADE ELEVATION, WITH ADJUSTMENT BRICK COURSES PLACED BELOW, AS PER DETAIL FOR PRECAST MANHOLES. THERE ARE TO BE NO STEPS IN MANHOLES. ALL MANHOLE COVERS AND FRAMES SHALL BE TRAFFIC BEARING TO MEET AASHTO H-20 LOADINGS. 3. MANHOLE FLOW -CHANNELS SHALL HAVE SMOOTH AND CAREFULLY SHAPED BOTTOMS, BUILT-UP SIDES, AND BENCHING CONSTRUCTED FROM CONCRETE. CHANNELS SHALL CONFORM TO THE DIMENSIONS OF THE ADJACENT PIPE AND PROVIDE CHANGES IN SIZE, GRADE, AND ALIGNMENT EVENLY. 4. THE INTERIOR SURFACES OF ALL MANHOLES SHALL BE PROTECTED BY THE APPLICATION OF TWO (2) COATS OF KOPPERS BITUMASTIC NO. 300M, OR APPROVED EQUAL. EXTERIOR SURFACES SHALL RECEIVE TWO (2) COATS OF KOPPERS BITUMASIIC BLACK SOLUTION OR APPROVED EQUAL. DANIEL J. HAYES P.E. DATE: FL. REG. NO. 48895 - op w X O O v � � AA O apz Goo �xCq LL 0) 0 A 00 � 0 o W W 0 0 v 0 G W i' t-- U U m ly `laJ1_ UTILITY NOTES SANITARY GRAVITY SEWER (CONT) 5. MANHOLES SHALL NOT BE LOCATED IN DRAINAGE SWALES OR ANY OTHER LOW AREA LIKELY TO COLLECT OR POND WATER DURING RAINS UNLESS APPROVED BY THE ENGINEER. 6. WHERE SANITARY SEWERS CONNECT TO STRUCTURES, PIPE JOINT BELL SHALL NOT BE INSTALLED AT THE WALL FACE. CORE BORE INTO THE EXISTING MANHOLE AND USE KOR—N—SEAL FLEXIBLE CONNECTORS OR APPROVED EQUAL WITH STAINLESS STEEL STRAPS ON ALL PIPE TO MANHOLE CONNECTORS. 7. PIPE MATERIAL SHALL BE PVC GRAVITY SEWER PIPE, ASTM D3034, SDR 35. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. ALL PVC PIPE SHALL BEAR THE NSF—DW SEAL. THE MINIMUM STANDARD LENGTH OF PIPE SHALL BE THIRTEEN (13) FEET. 8. ALL PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE, 14 GAUGE COPPER, CAPABLE OF DETECTION BY A CABLE LOCATOR. THE WIRE SHALL BE TAPED TO THE PIPE DIRECTLY ABOVE THE CENTERLINE. 9. THE MINIMUM ALLOWABLE COVER FOR GRAVITY SEWERS SHALL BE 3.0' FROM THE TOP OF THE PIPE TO FINISH GRADE. 10. WHERE PIPES OF ALTERNATE MATERIALS ARE TO BE CONNECTED BETWEEN MANHOLES, SUITABLE APPROVED TRANSITION COUPLINGS SHALL BE INSTALLED. THE CUTTING OF PIPE SHALL BE PERFORMED WITH THE PROPER TOOLS AND BY MANUFACTURER'S RECOMMENDED METHOD. 11. GRAVITY SEWER PIPE BEDDING SHALL BE IN COMPLIANCE WITH ASTM D2321-74, BEDDING AND BACKFILL COMPACTION DENSITY TO 95% MODIFIED PROCTOR AASHTO T-180 & ASTM D-1557. 12. WHEN TRENCHES ARE CUT IN PAVEMENTS, COMPACTION AS DETERMINED BY AASHTO SPECIFICATION T-180, SHALL BE FOR EACH 6—INCH BACKFILL LIFT, EQUAL TO 98 PERCENT OF MAXIMUM DENSITY, WITH COMPACTION IN OTHER AREAS NOT LESS THAN 95 PERCENT OF MAXIMUM DENSITY. DENSITY TEST RESULTS SHALL BE PROVIDED TO THE ENGINEER FOR TRENCHES WITHIN PAVEMENT OR ACROSS ROADS. 13. PAVEMENT OR ROADWAY SURFACES CUT OR DAMAGED SHALL BE REPLACED BY THE CONTRACTOR IN EQUAL OR BETTER CONDITION THAN THE ORIGINAL. 14. CASING PIPES CROSSING UNDER TOWN, COUNTY, OR STATE ROADWAYS SHALL BE INSTALLED WITHIN BORED AND JACKED STEEL CASING PIPE WITH A MINIMUM OF 36 INCHES DEPTH OF COVER BETWEEN THE TOP OF THE CASING PIPE AND THE SURFACE OF THE ROADWAY WITH CASING ENDS EXTENDING A MINIMUM OF 6 FEET BEYOND THE EDGE OF PAVEMENT. CASINGS SHALL BE NEW PRIME STEEL PIPE CONFORMING TO ASTM DESIGNATION A-139, GRADE B. THE MINIMUM CASING SIZE AND THICKNESS SHALL BE: OUTSIDE DIAMETER 20 INCHES, WALL THICKNESS 0.250 INCHES. 15. SHEETING & BRACING -- PROCEDURES AND MATERIALS USED FOR SHEETING, SHEET PILING, CRIBBING, BRACING, SHORING AND UNDERPINNING SHALL BE IN GOOD SERVICEABLE CONDITION AND INSTALLED AS REQUIRED BY OSHA REGULATIONS. 16. SEWER CLEAN —OUTS NOT IN THE PAVEMENT SHALL HAVE AROUND THEIR TOPS CONCRETE PADS, WHICH WILL BE FLUSH WITH THE TOP OF THE CURB, WITH MINIMUM DIMENSIONS OF 24 BY 24 BY 4 INCHES. 17. SERVICE CONNECTIONS -- INSTALLATION SHALL BE PERFORMED BY THE PROPER METHODS, INCLUDING THE WYE BRANCHES INSTALLED IN THE SEWER MAIN AT THE POINT OF CONNECTION, AND THE SERVICE PIPE AND REQUIRED FITTINGS EXTENDED TO THE PROPERTY LINE, PERPENDICULAR TO SAID LINE, TERMINATING WITH STOPPERED ENDS OR FITTINGS. THE MINIMUM SERVICE PIPE SIZE SHALL BE 6 INCHES IN DIAMETER AND MAY PROVIDE FOR SINGLE OR DOUBLE CONNECTIONS. ON CURBED STREETS, THE EXACT LOCATION FOR EACH INSTALLED SERVICE SHALL BE MARKED BY ETCHING OR CUTTING AN "S" IN THE CONCRETE CURB AND PAINTED GREEN. WHERE NO CURB EXISTS OR IS PLANNED, LOCATIONS SHALL BE ADEQUATELY MARKED BY A METHOD APPROVED BY THE ENGINEER. 18. SURVEYED AS —BUILT DRAWING IS REQUIRED BY A REGISTERED SURVEYOR PRIOR TO FINAL CERTIFICATION OF CONSTRUCTION. 19. TESTING (SEWER) A) THE CONTRACTOR SHALL PERFORM TESTING OF ALL SANITARY GRAVITY SEWERS, AS SET FORTH IN THE FOLLOWING, AND SHALL CONDUCT SAID TESTS IN THE PRESENCE OF REPRESENTATIVES FROM WICKS CONSULTING SERVICES, INC., WITH 48 HOURS ADVANCE NOTICE PROVIDED. B) SANITARY SEWERS TO BE TESTED SHALL BE WITHIN SECTIONS. TESTING SHALL NOT PROCEED UNTIL ALL FACILITIES ARE IN PLACE AND CONCRETE CURED. ALL PIPING SHALL BE THOROUGHLY CLEANED PRIOR TO TESTING TO CLEAR THE LINES OF ALL FOREIGN MATTER. C) INFILTRATION SHALL NOT EXCEED 200 GALLONS PER DAY PER INCH OF DIAMETER PER MILE AS MEASURED BETWEEN MANHOLES. TESTING SHALL PROCEED FOR A CONTINUOUS PERIOD OF TWO (2) HOURS, WITH INFILTRATION AMOUNTS MEASURED BY METHODS APPROVED WICKS CONSULTING SERVICES, INC., D) SHOULD ANY TEST FAIL, NECESSARY REPAIRS SHALL BE ACCOMPLISHED BY THE CONTRACTOR, AND THE TEST REPEATED UNTIL THE ESTABLISHED LIMITS ARE MET. E) ALL SANITARY GRAVITY SEWER LINES SHALL BE LAMPED. F) AS —BUILT PLANS TO BE FURNISHED TO WICKS CONSULTING SERVICES, INC., UPON COMPLE11ON OF PROJECT, WITH ACTUAL LINEAR MEASUREMENTS FROM PERMANENT POINTS TO ALL SEWER SYSTEMS COMPONENTS, INCLUDING ACTUAL LINEAR MEASUREMENTS FROM PERMANENT POINTS TO ALL SEWER SYSTEMS COMPONENTS, INCLUDING LOCATION OF EACH LATERAL. AS —BUILT DATA SHALL BE COLLECTED BY A REGISTERED LAND SURVEYOR. CONTRACTOR TO RECORD SANITARY LATERAL LOCATIONS AND PROVIDE COPY TO SURVEYOR. 3 TEMPORARY JUMPER CONNECTION NOTES 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. 2. THE DETAILS TO BE USED FOR FILLING ANY WATER MAIN OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW MAINS UP TO 8" DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING AND DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINENT AGENCIES HAS BEEN RECEIVED. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20 psi IN THE NEW MAINS ALL THE TIME AFTER DISINFECTION AND UN11L THE FDEP CLEARANCE LETTER IS OBTAINED. ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION. THIS TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION II OF AWWA C561-92. 3• FLUSHING OF 10" DIAMETER AND LARGE WATER MAINS MAY BE DONE THROUGH THE TIE—IN VALVE, IN THE PRESENCE OF THE UTILITY DEPART. THE UTILITY DEPARTMENT WILL NOTIFIED IN WRITING 48 HOURS PRIOR TO THE FLUSHING OF SAID MAINS. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: A. THE TIE—IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO THE TIE—IN. VALVES WHICH ARE NOT WATERTIGHT SHALL BE REPLACED OR A NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER FOR BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT. — FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER MAIN. — ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE—IN VALVE. PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE—IN POINT, THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 psi. TIE—IN VALVE SHALL BE OPENED A FEW TURNS ONLY, ENSURING A PRESSURE DROP ACROSS THE VALVE IS ALWAYS GRATER THAN 10 psi. C. THE TIE—IN VALVE SHALL BE LOCKED CLOSED BY THE CITY UNTIL FLUSHING BEGINS. D. THE TIE—IN VALVE SHALL BE OPENED ONLY A FEW TURNS FOR FLUSHING OF THE NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE CITY AND OBSERVED BY THE ENGINEER. E. AFTER FLUSHING, THE TIE—IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION BY THE CITY. 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE RPZ BACKFLOW PREVENTON DEVICE HAS BEEN TESTED WITHIN ONE YEAR AT THE 11ME OF INSTALLATION AND IS IN GOOD WORKING ORDER AT THE 11ME OF INSTALLATION. THE TEST SHALL BE PERFORMED BY A QUALIFIED BACKFLOW PREVENTION TECHNICIAN. 5• EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8" IN DIAMETER, THE TIE—IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE CITY. THE TIE—IN VALVE SHALL REMAIN LOCKED CLOSED UN11L THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE JUMPER CONNECTION. THE CORPORA11ON STOPS ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS PLUGS. 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE FITTINGS, VALVE, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FEBCO MODEL 825Y REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTER ASSEMBLY W/ ISOLATION VALVES (PROVIDE CERTIFICATION PRIOR TO USE.)—\ 2" WATER METER (FURNISHED BY THE CITY) 2" G.V. INSTALL SCREW TYPE ADJUSTABLE VALVE BOX & COVER (MARKED WATER) AT TIME OF REMOVAL OF TEMP. ` JUMPER / PVC TO SCH 80 GALV. ADAPTER. 2" SCH 80 PVC 2" GATE VALVE 1 SCH. 80 GALVANIZED PIPE & FITTINGS PROVIDE TEMPORARY SUPPORTS AS REQUIRED 3/4" HOSE BIB w/ VACUUM BREAKER rPVC TO SCH 80 GALV. ADAPTER 2" SCH 80 PVC PLACE 2" BRASS PLUG IN CORP. STOP AT TIME OF REMOVAL OF TEMP. JUMPER PRESSURE GAUGE —� EXISTING WATER LINE 2" CORP. STOP EW WATER LINE DOUBLE STRAP TIE—IN VALVE MUST BE CLOSED AND DOUBLE STRAP SADDLE REMAIN LOCKED. CITY TO PROVIDE SADDLE LOCKING MECHANISM. VALVE WILL BE OPERATED BY UTILITY PERSONNEL ONLY. 12" TO 30" ABOVE GRADE TEMPORARY JUMPER CONNECTION DETAIL NOT TO SCALE NOTE: LOCATION TO BE DETERMINED AT TIME OF PRECONSTRUC11ON CONFERENCE W/ CITY. • MAINS LARGER THAN 8" WILL REQUIRE 3" PIPING, 3" VALVES AND 3" RPZ DANIEL J. HAYES P.E. DATE: FL. REG. NO. 48895 ) /0 If J �- .0 O 13 X O O v�Y�cOo v� Q't� a Goo LN f 1 o \ o \ O � co N \ cfl ltJ lU O Q L0 LLI ~ Q O U � to ii /01 o LVwlt A o1 � cc in v rr �a gi ZONE X a NOELINO ® CT 1 WILLOV APPROXIMATE SCALE WURST /� RD CREEK F 1000 0 1000 FEET Orange County 1 o i—, ,—, I—, I Unincorporated Areas ( I I I I Q- 120179 LITTLE W z PROJECT IRIS CT z a I I O J� m \ NATIONAL FLOOD INSURANCE PROGRAM City of t 17TH AV \� SPRINGFOOT ST o m \ � Ocoee �0 IDS _ � DE � RD 0 120185 —CEDAR w KEY CT BELLINI LN POINTFIRM LIMIT OF uwj Stream B s car \�� JUAREZR/N FLOOD INSURANCE RATE MAP DETAILED o (`Swamp) K- ` L X ST c STUDY CABALLERO ORANGE COUNTY ZONE CT ' A ZONE X ° FLORIDA y= AND INCORPORATED AREAS 175 437 tream o: ' ' O BURNT TREE CT S B _ `? ZONE MOBILE LN AE RM PANEL 210 OF 700 Stream Q (EL 142) 240-5 /` H (SEE MAP INDEX FOR PANELS NOT PRIMED) (� .¢ < SECURITY CR rn -176 ZONE X =ry MACK ST S� X Q CONTAINS: `?>s z } COMMUNITY NUMBER PANEL SUFFIX ® a CHRISTINE 0 Q Q 0 ocoEE CITY of 1201a5 0210 E a ®^: .r,;'rv'. pM AV Z —; Z ORANGE COUNTY 120179 0210 E R ¢�7 J Q Q y CHARLES J Q d Q U WINTER GARDEN, CITY OF 120187 0210 E II SHELL KEYDRLEE ST ST 210-6 � U, = o KEY CTa N t KEY DR BUCK TKEY DR EAGLE KEY CT 4 KEY CT KELLYS , �I .,•E LIMIT OF DETAILED HARBOR KEY CT jKDEER MILD STUDY EY CT Q S' RM CEDAR KEY CT _ Io 210-7 PINE KEY CT O =-_ SUNSET CONCH 'PERIWINKLE KEY CT . t '� KEY CT m KEY DR �/� / W SILVER STAR KEY DR IN RDW CIRCLEKISSIMMEE� ZONE X LAKEVIEW ST _ LEE STI ZONE X W FRANKLIN ST\ FRANKLIN ( ST 117 TAYLOR ST 117 \ 2 RM RM- 0-10 )WNE S RD LYLE ST 713 ZONE 119 774 OAKLAN >PORTATION. I I E I MCKEY USGS MAP r=, o00 I it I Notice to Use. The MAP NUMBER shown below should be used when pledn0 bo op onions; she COMMUNITY NUMBER shown ob— should used on Insurance applications for the subject - e—eeunlry. MAP NUMBER 12095CO210 E EFFECTIVE DATE II DECEMBER 6, 2000 I Federal. Emergency Management Agency This is an official copy of a portion of the above referenced flood map. It was extracted using F-MIT On -Line. This map does not reflect changes or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at vwaw.msc.fema.gov Map Unit Legend 40 Samsula muck ( 9.3 44 I Smyrna fine sand I 22.9 46 Tavares fine sand, 0 to 5 I 0.2 percent slopes 47 Tavares-Millhopper fine sands, 0.0 0 to 5 percent slopes 54 ' Zolfo fine sand ( 7.9 Totals for Area of Interest (AOI) 40.4 MAP INFORMATION Original soil survey map sheets were prepared at publication scale. Viewing scale and,printing'scale, however; may vary from the original. Please rely on the bar scale on each map -sheet 'for proper map measurements. Source of. Map: Natural Resources Conservation Service' Web Sal Survey 11RL: http',/fwebsoilsuNey,nres'.usda.gpV Coordinate System: UTM Zone 17N This product is generated from.the USDA-NRCS certified data as ofi m the version date(s) listed below, Soil Survey Area: Orange County, Florida Survey Area Data: Version 5, Dec 5, 2006 MAP LEGEND Area of Interest (AOq 11t Vary Stony Spot Area of Interest (ACT) ,} Wet Spot Soils yr Other- ,..... Soil Map Units Special Line Features Special Point Features Gully tx} Blowout .. Short Steep Slope Borrow Pit. Other k clay Spot Political Features # Closed Depression Iflunicipaildes ;;. Gravel Pit_ Cities Gravelly Spot Urban Areas 411 Landfill Transportation Lava Flaw Rails Marsh 'Roads m Interstate.Highways Mine or.Oliarry 11S.Routes G Miscellaneous Water' State Highways y 0* Perennial Water Local Roads v Rock Outcrop 23.0%1 Other Roads + Saline Spot 56.7%) T Sandy Spot 0.6% Severely Eroded Spot 0.1 1$ Sinkhole ;, Slide'or Slip 19,6%1 ss Sodic Spot Spoil Area 100.0%1 Stony Spot SOILS MAP 1 "=200' 445460 445450 OVERLAY 1 " =100' 445, 20 44'580 4461 0 44 100 44151760 44720 441880 446i 0 ..................................................................................................................................................................................................................................................................................................................... PROJECT 2 \`may. +. t•.:. ......... , fi � 1 ` J ti ti .tea v a Ci—jUj— I .... � 14 ,. 1 .. f Ilkv 4 t \ ED 47 .......__..................................................... _....................................................."................................................................_........;`:;............................. ............... 446520 444580 446600 445117C0 445760 44120 I 446880 44440 447' 00 4 AOD f • n (p w O � � (D U LL (0 Q) Q z 000 � x N U- O 0)JL 00 \ o 11t ULl O O U O LO U (n U O O I DANI EL J. HA YES P.E. FL. REG. NO. �; z DATE: 48895 O U t� to CRITICAL PROTECTION ZONE (CPZ) -09 30- A = DIAMETER OF PROTECTED TREE IN INCHES MEASURED 4.5 FEET ABOVE GRADE. B = CRITICAL PROTECTION ZONE (CPZ) RADIUS = AREA SURROUNDING A TREE WITHIN A CIRCLE DESCRIBED BY A RADIUS OF 1 FOOT FOR EACH INCH OF THE TREE'S DIAMETER "A" AS DESCRIBED ABOVE. �LL POSTS = 6'-8' 0. C. EXISTING TREE TO BE SAVED TREE BARRICADE: - 2"x4" WOOD FENCING WITH FLAGGING. THE BARRICADE SHALL BE PLACED SO AS TO PROTECT THE CRITICAL PROTECTION ZONE (CPZ). f"" 100% OF CPZ TYPICAL SECTION TREE PROTECTION DETAIL N.T.S. EXISTING GRADE GRAPHIC SCALE 60 30 0 60 120 (IN FW) LEGEND O PARKING COUNT ® SITE SIGN LOCATION 1 ® FOUNTAIN ° CONCRETE WALK & SLABS NEW BUILDING NEW ASPHALT ONSITE WETLANDS \\•`\°\t EXISTING SURFACE WATER/DITCH 12'x25' LOADING ZONE NOTES: 1. TOTAL PROJECT AREA - 20.89 ACRES TOTAL BUILDINGS = 5.58 ACRES EXISTING - 45,436 Fr - 1.04 AC. PROPOSED- 197,537 Fr - 4.54 AC. TOTAL PAVEMENT = 6.02 ACRES TOTAL CONCRETE = 0.76 ACRES TOTAL POND (T.O.B.) = 1.96 ACRES TOTAL IMPERVIOUS = 12.36 ACRES (59%) TOTAL PERVIOUS = 8.53 ACRES (41 %) AREA DISTURBED = 18.10 ACRES (877c) AREA UNDISTURBED = 2.79 ACRES (13%) 2. PROJECT ISR - 0.588 3. PROJECT WETLANDS - 14,669.48 Fr 4. PROJECT ZONING - 1-1 (NORTH) 1-2 (SOUTH) R1-AA (NORTH & WEST) 5. FLUM - LIGHT INDUSTRIAL 6. ADJACENT ZONING - A-1 - NORTH 1-2 - SOUTH PUD-LD - EAST R-2 - EAST R-1AA - WEST A-1 - WEST 7. PROPOSED DENSITY EXIST. BLDG. - 1,023 FT2 OFFICE EXIST. BLDG. - 44,413 Fr LT MANUFACTURING FUTURE ADD. - 23,537 Fr LT MANUFACTURING BUILDING 1 - 28,000 Fr FLEX -SPACE BUILDING 2 - 24,000 Fr FLEX -SPACE BUILDING 3 - 24,000 Fr FLEX -SPACE BUILDING 4 - 24,000 Fr FLEX -SPACE BUILDING 5 - 24,000 Fr FLEX -SPACE BUILDING 6 - 24,000 Fr FLEX -SPACE BUILDING 7 - 20,000 Fr FLEX -SPACE OFFICE BLDG. - 6.000 FT2 QFRQL TOTAL = 242,973 FT2 BUILDING (1007a) LT MANUFACTURING - 67,950 Fr (28%) FLEX -SPACE - 168,000 Fr (69%) OFFICE - 7,023 Fr (37.) 8. MAXIMUM BUILDING HEIGHT - 35' 10. PROJECT IS NOT IN A FLOOD ZONE 11. ON SITE SOILS - ZOLFO FINE SAND SMYRNA FINE SAND SAMSULA MUCK 12. EXISTING LAND USE - LIGHT MANUFACTURING (NORTH) INDUSTRIAL (SOUTH) PROPOSED LAND USE - LIGHT INDUSTERIAL subject to any restrictions set forth in that certain Development Agreement, recorded September 5, 2003, In O.R. Book 7085, Page 1442, Public Records of Orange County, Florida 13. BUILDING SETBACKS: N. LAKEWOOD AVENUE 50' NORTH 20' WEST 10' SOUTH 10' 14. SEWER AND WATER PROVIDED BY CITY OF OCOEE. 15. PARKING: REQUIRED OFFICE = 1 PER 300 SQ. FT. = 7,023/300 = 24 REQ. LT MANUFACTURING/FLEX-SPACE = 1 PER 1000 SQ. FT. = 235,950/1000 = 236 REQ. ADA SPACES = 7 REQ. TOTAL SPACES REQUIRED = 260 SPACES (7 ACCESSIBLE) PROVIDED 11) - 12'x20' HANDICAP STALLS 20) - 1O'x22' PARALLEL STALLS A. ao QLo 0p ao rn O CN o In Z Z ��- :Z o OV N 43 - 9'x18' STANDARD STALLS O (91) - 9'x20' STANDARD STALLS O o O V (65) - 10'x18' STANDARD STALLS > (35) - 10 x20 STANDARD STALLS v v U O J TOTAL SPACES PROVIDED = 265 17. SITE SIGNAGE, SEE LANDSCAPE PLANS. +; 18. EXISTING BUILDING EMPLOYS 15 EMPLOYEES. Q) 19. NO OUTSIDE STORAGE OR EQUIPMENT SHEDS WILL BE �j o PERMITTED PER ARTICLE II OF THE LAND DEVELOPMENT CODE. O C° o DANIEL J. HAYES P.E. FL. REG. NO. s 3 i a; z N DATE. 48895 v q) o a� 00' CL a n n n n M cr, g a 3 Q n 0 n L9 c c a d or, 0 3 n N O N 7891.5734 ..: 17 TH SRRQs'T' i N 7919.4038 ' E 3978.8163 `••'; .:_> \ \ , • •.........._».»........... ...__............... »__............... »_............. _ _............... ».. eee�eeeee ee®ee®ee®ee®ee®ee®eeeee®e_���ee®ee■■■■■■iieeeee-ee®eeeee®eeeee®ee®ee®ee®ee®eeeee®eese� e_eeeee epee ®eeeee .. »» ............... .»..... 3.•. ».__•..............» »_..............»,.............»».»».............. _»..............._.. _............-»»».............. .._»___»....... ..... »..................».» .. .. .. ::. .......... ..».........................»..................»..»,.............•...___. »................. ___.................. »»»..................__.._ \ \ 1610 4a C \ \ �� \ \\ \` \\ \ \\.� r A I�� ` ........� ��» _........ » ,_ ............ _. _.......... » _. ._ ............ _.._............ 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E 2677.5991 ; 1 s GUM SCALE 60 30 0 60 120 (IN FW) LEGEND ®--®- PROPERTY LINE — — PARCEL LINE DANIEL J. HAYES P.E. FL. REG. NO. DATE: 48895 v C� M 00 00 o"I �. co,Cc~ UO ■� to g Q Cl .c C Y _ of 3 O3 3 N 3 N X W J Zi z CL J J L s W W U .J �00 p N N W :zu U U W � �1 U ti U 0 Ln 1 � 1 l n n 1-0 W n 0 M N g Z ti z a n O F `w n 0 1~ - s a k 9 ir 0 !a `0 to a C 0 c, m W 3 0 E 9 n N O \ \ ` \\ \ ! , i\ " i \\\, ,` 1 :y i i '� a \. _ TT JOHNNIE PAUL JR) 2 /N \=''` i ,\ / 'r LOTT JOHNNi UL j : '.. y ; > > : 's ,.,.. ,--____ - - "" N 7842,66os�EL1N1�A L FLEMING FAMILY TRU 1/21 B PA JR 1/2 INS i ;;:;; , 1 , FUND 273 2 `�`� A-1 ` SURFACE A L FL LING FAMILY TRUS T it/2INT END TYPE III 4".: � � �� - - EGIN g�g�1 I:° TYPE II \\\\ \ WA :. 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'`•^ � ' :aic. \ CbIJIS { : `, ::a., i` \ , ,.,::c,;:i:,'<. ,• , \ ii{aiii�, \ ' is -^ E \ \ ; I .� :\ 0 60 120 �.. \ \ \, `\ \`` •' •Pap: \, \. •• \\ \\.. .,:. •`�\� , ,,, - \,. \ \ ro•• \. \ \ ,,. \ 5 \. \ .. v,� .•\\ m �p�p,■� ,,.. J u� r>O�l � :v ;;,, ti O \ \. SA LI NAS ,. w:i z :. \ \.r.n,:, F RAN :: ,E• �`•'�.•:,:: _ ,. :;:.. \. ,, \ �,' � .;,:� � ' .,.. CISCO i LEGEND ,,. , \i;,: ��• .::ti., � `\, � �:-, \ � � I -� PROPERTY LINE \\ \ FENC E7 o `' �•`:` :: \z �. �` a C3 C}-- TYPE III SILT E .::,:,� \ \Z \ >;,'......::'; _ \.\ i„ I } \ '' : C'` .. , - - - - - - - WETLAND .•. ^� LINE \ \\ \ tc j,, ;, ^ZI i \� _' Rk. �`; �, \ '.i:. v SOILS LINE SURFA• \ �\ s :..m": `%`:. � ";' � \\ s ' _`' � � MESS 54 SOILS TYPE 1STINE WATER- -' :C$ cts j1 <'; �, \ 0. `�l : +{iii:iy ?�' CHR i' \ 6\ :: \ �2t'_ :::.'> EXlS REMAIN ' \ `' , �:, ,: \ \\ :} I v, R--2 TlNG TREE TO T`�PE III: _{ G \ �, a� ee, �a. \ `h,,,. ; ( \` �j-<.,• ,. ' 'TYKE III SILT • EXIST. TREE TO BE REMOVED . 'I ; = ❑ EE BARRIC E E 2736.89 ...,,,,:..: i:� ,:< AD `\\ <-�/�-- \\ ._ ,..\ �. ::rya; ,,.o-; : ..,,.. ,\ « ,,.,\ ,,,, ,. `�. .? R-2 DENOTES t \ IR :f.,., ;; >\ arr EXISTING ZONING ., \\ \ ' . . , : tee.`, , \, : ',? r. ,': AYENiTE \ \\` �: , ,,,., :• , , ,,,,, ? ,,,, . \...... ,,... \ .._.,.......a.,,_ _.,_., a.. \ .. \ \ \ „ ♦\ ) \\ a.\ z\„ \ d\': .,, `i i +:\ :. Vic.\.. \ , ?.,\.,: SY' , ,,,,.�:. __ \\' �:... 1 �?, \. �• �'' ..\,;:<: ,...__. ..\ ,,• .,�2:, •, ••tea`:»••`, .,,.: \r `?i''C."'+ _, .,,,._._,___,_. r } :,,,.:, N AT EXISTING 463.4227 1,' \ __..._,.,.,« _.., _ t t ::a :,^ z „t ,.._. INLET. THE USE OF ::? : �„ «\;,,. PINE E 2713,4001 , '\ a: \; , t AT.. OCOE \\ _....._... '� E ., ' }: _ ' ::::..._. i NEEDLE BAL o ...�...................... ,, \ v`:111, .,,_,,. ;\ ; i0iNE0iY1VERS i,.:. �- ..\i.,"............._.,_,..........I...,,._.« , :, �. . ':.,.` \ , ,:{:. ,:� \- ? SYNTHETIC .;_ : , ,_-,«,___ _.,,... \ "z . .,_ HAY BALES \, i :,: . \ . „ i:.i ... \ .._,,,,. _ \ ;; ASSN __.__._.___,.,_ ., A RE �...... S ___ \ \ ESTE D. \ „ ,v.,i \. \\\ , e• R h , ;,: __. P U D•- _, \ \ LD ,•A . J, } "i: i• \` �<` .. ,, n , .. . .� �t: � �, SITE � .: .,F4.. 2 .:' ..,,, DATA l t} :�' Z: _ ;i ? i TYPE , , Ilf \� �? '1.1 . N 7 i , �. �� 400,0023 i i ; :�' .....t ., - \ . ITE AREA: S ;�: ; 20.89 AC ILT FENC .\.. '\ Z :� � �.l ...• .. a= RES ` t +G ` "' i 's:•i ':,� _ REA STUR } z BED: }` 18.1 �• ACR `� . ES 87� \ „ ,, ::J `; .: .� \, P , s \ ROJ „ EC DiSCH ARG .. � :��-, TNT \ „ W} >`. NDIS TU R f : 2.7 9 \ R \ '\ ES ,. '\ 13 0 LOIN GI e \.`, TU \' ) `> „ i�'6' "� \.... ,� j��� . \ ,.,, . , . ,. . ,\i' \ } .,: \: :_ i \. 4: A \ R S S: 9 2 », , : �• K A " � EWO 0 D A VEIN TU ,..:. DE .,. • C- a s z'a? ,� COE \ OR ,::.::. � 34761 LORIDAY ,z \.....� i N E.,...;: {� : TOWN - - } I,, : SILT FENCE PR�CTION } \\ • ;: ; SHIP 22 H SEE t:;• :,•'v::::..::::. "' E RTIES =,:}_ Ihlls SHEET �2 °;<',: z C I..: \2 ry PROJ RANG 28 }, , , ::;i:.: ,. ,,.,, ; \� _ ^�. `` 4 ;, i i; ECT DISCHARGE POINT: LONGITUDE 28 34 57" {} APPRO MATE COCA" •, 32128B1 ^ , • " ; :� 'I; is '\ `, ,,;: ,h:, �,:°= LATITUDE .� 81'3 • 7 ,- ,. :.:. DFW �:: 24 �• ':\i;if ND LINE AS ",:.,.:• E 272 ,5168 • a,,,,, _, .�, „". ,»», »„r»», - .,.,,, _... ..... ... '2 I ;-�: ciHAGGED THERS P ,...: _, " , ..t.,, } :<,T- .._, \,.., - .`,. ':-` PROJECT S \ EouEN -, .::,. I »,,....».,,,,,.,,,»»„»,»,,,,,. �., t,., . �. , :,,. `\ t :� :r \.. ,• \ \ h a: s N 7 28 ,"` 3. i i 2 1. i ; , ,, ., ..,.. .. ,, ,:.:;... �., ,., ` „ , � s' ...�,.. ,,,. �..,..,....> NT CONTROLS , , •• \.., :.\ '\ " E 277 \ '"„ L BE !N PLACE « Zi,,:: \ . , M -. : ` :_:�::. t:,':.:,::,: i TOACLEA E 1 C-i�: OSIO DIME ,\\ �� - PRIOR NING ` °i CLEARING AND _ w { , N 7278.9059 \ ;\ :..--`, 2. GRADIN 'i, :: \ ::., " I' .. } w.. e :{ w : o�� , } t 2790.2593 \\ \\ ,;<.\. \, .,, ,•:, ,;_.....,,...,.,,.,,,< : _ ..............: . `i ;v ':w <. \.t, \ ,:::: ' h............... -, i 3. STORM TER MAN I- \'{: \�> \ :;- i WA AGEMENT SYSTEMS i, J t� wELAN FaG mP) N 7 4.0326 \. :. `,^•'. w.._...,...._.. 2h vl ;, ... a Y .•. N 7c�61.2425 _ �`-- • t \ 'i 4. UTILITIES RE \ _, ...... GO j►' ?'. f,sa: E E 29 .6546 `�,, �.:' _..._.. i . , :.;:, .. 5 \ P A : , VE � ..... ,_.. �\ MENT ., N N 7259.67 �1 DY \� 6. 9,070 r :; LDlNG \ !--) ._.. 6 S <... .. ,. ; ;� ;\ 722 \ 00 „ r. ATE LO "\. .�'�'•. , \ J i \• �\. OF ND LINE ■'-'� h '\ � ,,,__ ,,,,_, .,,, ., „$.,_ ,. { : •e • WEnq , „ E 3152.24 : •i• •� �, 63 {w \. OTHERS (IYP Li .,,.,_.,,, "C._, ` `I �• L '4� ) ,,,,,,, ,,,,,, ,,,,,,, .� �i E 284 •'D 2 1.8 •c. 554 •,,. �.. _ \.r' .:" �`\ ,' ', r \ , I' \ m BA S ' .� - - \ N' i i' :i` .1. ,w.Y,+l„i:i2iY'.... ,:1{)Cs .. , , ... =i:`�,,, i �` `,\ tti .� ii ,2, a ,_ .... ,........... ..,,, , . ;`-. ..:. :. 1N6'• N 7226'i4442 - . C.'..... , ..', . \ �•':?�•;:i .!• �. . E,.,,2988.1384 a a \ \ i ,` - „ , 3539 } .: „_ " ..: \\ ,,. \ � SILT FENCE ,PReTEC ON I -E ... ; ,:: ,. '''\ \' i $". ,,:., . ". \` ,,.....` Tl IN DI su. . , , , 'SEE DETAir:' THIS SH t ..> . e :•:.< \ �....._ • _... 4 .� - ` E i" \, } `\ s Imo_ N :7 E III SIT. _ �. �,\ \ ,.., .- . .:\: :: \ _ 'i; i WETLAND E" 3203,7603 FENCE �^ t, r \\ ... ,� } ;,: ' ` ,,,..: \i• ii ';i , LINE ;z>' 1 \\ \` . ..... ~`,�,, ' . _2 "\ \ \\. �i `'�' , �-WETLAND MDES�IGNATION BODO,N INDUSTR/ES Iry•�(y.�(`,, �` -""�••'��- �` ° '! 1k '�� !Y (Ti'P) , \ • `ice �,\\ '� `'`, �' c, �\ ip,:\^'c , i L \ , C .:, EROSION &SEDIMENT CONTROL NOTES ' • . ^�''��,, ` ' \', c �, { 1. THE CONTRACTOR SHAU_ 8E RESPONSIBLE FOR: (NPDES) PERMITTING: BEST MANAGEMENT PRACTICES � ." , ' � A. PREPARING AND SUBMITTING O7) NOTICE OF INTENT (N01. 1. SILT FENCE SHALL BE PROPERLY INSTALLED AROUND THE PERIMETER OF THE AND NOTICE OF TERMINATION (NOT) APPLICATIONS AND FORMS. CONSTRUCTION SITE PRIOR TO ANY CLEARING. B. FDEP NOTICE OF INTENT APPLICATION FEES. 2. MINIMIZE CLEARING AND GRUBBING AREAS TO AREAS OF CURRENT WORK. DO 2. PRIOR TO EARTH WORK OR CONSTRUCTION, THE CONTRACTOR SHALL POST A CDPY OF THE COMPLETED FLORIDA NOT CLEAR MORE AREA THAN IS NEEDED FOR THE CURRENT WORK AREA OR - DEPARTMENT OF ENVIRONMENTAL PROTECTION NPDES N0110E OF INTENT (NOQ FOR STORMWATER DISCHARGE FROM 3. TEMPORARY EROSION PROTECTION SUCH AS SILT FENCING, CONSTRUCTION ACTIVITIES AT THE SITE. DUST SCEENS, BARRIERS, SOIL TR CKINGPPREVENTION STATIONS ANDS�MONIITDOR N� SHALL BE 3. THE CONTRACTOR SHALL OBTAIN COPIES OF THE APPROPRIATE WATER MANAGEMENT DISTRICT PERMITS PRIOR TO COMMENCING WORK FOR THIS PROJECT AND HAVE POSTED AT CONSTRUCTION SITE. IN PLACE EARLIEST PRACTICAL TIME. 4. PERMANANT EROSION PROTECTION SUCH AS PONDS, SWALES, BERMS, SODDING 4. SILT SCREENS AND TURBIDITY BARRIERS MUST REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION AT ALL AND LANDSCAPING SHALL BE INSTAU�D AT THE EARLIEST PRACTICAL TIME. LOCATIONS SHOWN UNTIL CONSTRUCTION IS COMPLETE, SOILS ARE STABILIZED AND VEGETATION HAS BEEN ESTABLISHED. 5. ALL POINTS OF DISCHARGE OR STEEP SLOPED AREAS NEED ADDITIONAL ATTENTION AND PROTECTION SUCH AS DOUBLE ROW SfLT FENCE, STAKING 5. THE EROSION CONTROL MEASURES SHOWN HEREON ARE INTENDED AS MINIMUM STANDARDS. ANY EROSION CONTROL SOD, COMPACTION OR EROSION PROTECTION MATTING, AS SITE CONDITIONS REQUIRED BEYOND THAT SPECIFIED TO MAINTAIN SITE EROSION SHALL BE CONSIDERED AS INCLUDED WITHIN THIS DETERMINE. CONTRACT. 6. EROSION PROTECTION MEASURES SHALL BE INSPECTED WEEKLY AND PRIOR TO 6. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE LOCAL WATER MANAGEMENT DISTRICT, AND FLORIDA EXPECTED RAIN EVENTS AND FOLLOWING ALL RAIN EVENTS OF 0.5. OR GREATER. DEPT. OF ENVIRONMENTAL PROTECTION STANDARDS, FDOT INDEXt02 AND BEST MANAGEMENT PRACTICES. 7. TEMPORARY MEASURES CAN BE REMOVED AFTER PROJECT IS COMPLETE INCLUDING SODDING AND LANDSCAPE ESTABLISHED. ALL PONDS, SWALES AND 7. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN CONSTRUCTION. PIPES SHALL BE CLEANED OF ALL SEDIMENT AND BROUGHT TO FINAL GRADES. 8. ALL PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, AND ANY DISTURBED LAND AREAS SHALL BE COMPLETED WITHIN 15 CALENDAR DAYS AFTER FINAL GRADING. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. Post Options: Wood 2,V" Min. 0 9. PRIOR TO INITIATING CONSTRUCTION OF PLANNED IMPROVEMENTS, ALL WRA'S WILL BE EXCAVATED AND ROUGH GRADED TO Wood 2" x 4" - PROVIDE SEDIMENT AND RUNOFF CONTROL DURING CONSTRUCTION. Oak 92," x 1Y2" Optional Post Positions 10. ALL OISTURBED AREAS WILL BE BROUGHT TO FINAL GRADE AND SEEDED AND MULCHED AS SOON AS POSSIBLE. Steel 1.33 t_bs/Ft. Min. + D., Principle Post Position . (Canted 20' Toward Flow) 11. AREAS WHICH MAY ERODE DUE TO SLOPES OR CONCENTRATED RUNOFF DURING CONSTRUCTION WILL BE TREATED. I _ � I Filter Fabric (In °, TEMPORARY SLOPE DRAIN PROTECTION WILL BE PROVIDED PER FDOT ROAD DESIGN STANDARD INDEX N0. 100. 6 Max. Conformance With " ' 12. OFF SITE DISCHARGE OF UNTREATED STORMWATER WILL BE PREVENTED USING TEMPORARY BERMS AND DIKES WHERE ° _ Sec. 985 FDOT Spec.) >) NEEDED. r 13. INSPECTIONS SHALL BE MADE IN ACCORDANCE WITH THE NPDES PERMIT BY THE CONTRACTOR TO DETERMINE THE I � °' I Filter Fabric EFFECTIVENESS OF EROSION/SEDIMENT CONTROL EFFORTS. ANY NECESSARY REMEDIES AND MAINTANCE SHALL BE 4 PERFORMED WITHOUT DELAY. ` LO Silt Flow `` Silt Flow ° � I --�� / 14. ALL MUD, DIRT OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING PUBLIC ROADS AND FACILITIES, DUE TO � M A CONSTRUCTION SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. _ _ ' I I \ 15. EROSION AND SEDIMENT MATERIALS FROM THIS PROJECT SHALL BE CONTAINED ON -SITE AND NOT ALLOWED TO COLLECT �- - SILT FENCING TO BE INSTALLED ON ANY OFF -SITE AREAS OR IN WATERWAYS. THESE INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, ALONG THE SITE PERIMETER, STORM DRAINS, LAKES AND PONDS. ti E L E VA Tl O N SECTION ARO STORMI INLETS/OUTFACES. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL DEWATERING PERMITS. ALL DEWATERING WILL BE WELL POINT. _ i - 17. CONSTRUCTION SITE WILL BE INSPECTED FOR EROSION PROBLEMS DAILY AND AFTER EACH RAINFALL Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence , GREATER THAN 0.5". A RAIN GUAGE WILL BE ON -SITE TO MEASURE RAINFALL AMOUNTS. (LF). �, Silt Fence Protection In Ditches with Intermittent Flow STAKED SILT FENCE DANIEL J. HAYES P.E. FL. REG NO I . DATE 48 • 895 , 0 r J � \ rt I v 1i CN In "N' o I � M L p �M ■ -N n a n M 3 � 0 O +- o 0 UO •,: ■7 C p ■ ® w v C y in Ci i� -s e ■� O U I ' � //� "j 3 r/ 3 ' 3 3 O N 3 I 0 N 1 � �\- ■ -1 :_ y �' I; . !� J _1 ■' irc N _� .� I! > � i w /n>�` �J OBI' W . 0 .L_ k v�Y�co Z r C) rn �C '0)J ,wI v juz °N Z© p0C* N � �N O O * - ■ J / Q LQ O -Ij I W O C l LQ � v LQ 0 V - . _O W I' _� W -J W I O 0 V W � 0 W � I . �J J t - _ - - - 1 I Q���� rn _ N o - N . 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A' \ \ - CINDY ­ � .,­ ,..­i� "' 1 . i � & i _xm��'- & , " \ .i.- . t , " ,i �WN,".-a .-,I,- it I11 1�1'11 " _ .. ....... ll-, 'A ,11. ,,I I � � argNali-, / \ \ . IN�Z� ,:,' �,',4,')­ OCOEE, FLORIDA 34761 x . \ I I I I V �,'le ...... �'," J, I ,, ,� �',, " -� I QN;,�*%W \ \ . , �.__ , __,, . A,� ,,, - I - : - � ", ..", . z:zlj \ ............ � I -.11 ..... ­­ ... "I \" . 1ll� ...... -,4 �� �­`!,,' ­ �,A \ ......... - -P,��lll -�l � � , - � , \ , --- 1, , -, , - ��- ; � z,;,, :� R-9 . :r,i! \ N \ � .. :,­%�.,p * 'I 1. . �,-�­ -* k­\, ___ - - �.4'.k� .�',,':'.`,','�titX, . , * .... / 1, , " , 'N. , IVVVI,41*>Nltl - ZZ I � \ ., _ y ii�-lv. .•. . . .,.ib*.*.*.'.*.*.\ -,\< , , \1 _______1111, \\ -,,,, ­ _�z 00) '� I " ',,� � ... � "l, 6, -� nk.�u . , ,,­ ­.- "k ­', -, '.."t-I . 4 , .,_­__-w. MIMATIw-coom - NOT WELL. m . , ... ... - 1. I 28 A , t �,3- ,4�, -'k,5 ., '\ � � , - -, .-J, """`1:: . I � ,,� 1� - , - , ��.C, . , lt-.�:: _\ _ . ", � - I llz�t�k,�­, I .) . � " ..:, - , - : ... ­\_­_­ �� . : " 11 : � � . . . ,A I ..... ..... � " i - - -, , I - _'. . I .­-;.\.-­ *,,c "'u-'\\� I - 2 �l .- - - 4t �--I\ "I" 1."'-_ll I � , .� - , � " �l i, ,,::: " � �k. .\1 : I—, , 1 j, " - , �,,. . ,:,, I I I 1;�.. , . "' , \ - " *,I IS,% "Th V,4­7` " . . , 11 11 " - e ................... \ . �, __ __ . �'­','­ ___ ­ -]", , \ , T* � M ........ 1 ...•t ... \ ,,, __­1 I , , t \, 111. t; . I All' -5, 0 - I - t I 11 � 8 - ,,� .... - I '\-\, * , , � I * . 11 .1 tl - __x �\- 11" �,,,­\­ "I'll" .--QI ,\xil� .1 \ - ­ ... ti,�6', - . ­ � . ". .:. I I , , . . . . . . . . . . . . NO IINE A�;) - * 11 . �, '\-",. ,___ �L ....... a�il_____ ___________, _ ,;­___.__ _______ k� n ; ,( - .� : I % \ AP F W77 IO �_ � I . ______ _______._.___,_. I . fl ,� ,\ ,� . .T,,E"�; I— ......... ____ -, _ .... _ , ., , �_ PROJECT DISCHARGE POINT: LONGITUDE 28'34'57" , , . IdGGE"D __-, m ,.t � , "K .k I . ­ � , . : �, 5 W. ., 1\ '. \ . I ­ - , I "' .... ! 4z�. " ,7 ,� " , - I , " I . ­­ I:w - - 1. ... I I I ;M I I.. ... I I � jr -i __ - - -Li- . 1� 1'�j . " I ll \ - , , ',,w5--. I" :_ ___ ;�li x ..; * _-, t . ;�N z 1� -1 i'i , "' , ��s I ��­`�'� .... 4, t . , .1 . . , � I - \ " �, "; i z .. I - . . . . . . . : . . . - 1�;t _,� -, �\ . , r . I , . , '. t , t . . . . . . . . . � . . 1. - i ,\ k , ** "..xl- , § " * " , , , - \ . . . . tt" '. , ,"Ni": v. . , . -, * -- \ \,�, -,* __ -, -, -, __ , 4 . . . . -1 - 4 *• * * , , * , ., :* * , , ." . . . . � "!� "•'�M . ��..:... . . . .,. . . . \ ,_­111" , , , �� ,,, ...'9". . . .;vv� - L _ . . " :�c-'T";- ;-�-. -, -; :- A ___ of k 1% \, , . � � _k73 7 9-.;-'- %-. .-. -. �tl`;- _: - . , , \, It. , ,. : LATITUDE 81'32'47" -;;\ %- -,,,�.;_ " -T - - . . . . ., \,, ... . ....... /- ­1-1 FLAG (TYP) . * .1"­­.�z:;, '__­, - -, * ­_­ - .. - .. - - .. .. . .. ----,,,,,, I _,,�; ,�� . , .- , & "! _-, 11 . _ I \,- _­­ \\ __ * ___ � , �, - , . -- "' 11 . . . �, . 'i 1 � -*`�."?�'. . N . �� . . . :g � - . . . .• . I - I - ,,-,,,, -..,--."---� -, \ �7_% � I , 0*`.z'z'3.l.. , � " I - -� _', ,fll \,, -...�,-,,..�".\",,\,---?�,,,�,�, I -_ I PROJECT SEOUENCE A ... ... if-�n. .� .... ,-I" .. . , . i \ . N I _,t, �., 1, ) § " " - '. I' I - ".- - , , -n. va 1 , I _.t. ... ,l ,I . , ,�-t ; . - ;Z­�" . � . . . ..��...� ........... . . - V ,z., ; . 1, t .. ...... L "l ,� " : . , \ :�`.IIT lzt717.__ , ,..-- _11.1...." : \-\, . . . ... _ ...... ,��', . . I - I --,:,.!-t2.,'.'ik., � ,,%�;'­k ­ . 1. EROSION AND SEDIMENT CONTROLS SHALL BE IN PLACE, t�:,,_ \�-�-,-- -:,',' I ", : I 11 - - " \1 .. ­%_­ 'i" it�,, , i ­,.�k ',Rk�'..' �_ 11 I � 1� \\ ` - i , : - _ ." - '� . , - �" . �p -,-, � rl ,C;z.. ­� - t � . . " \. , _ -, . - I � , : \ ! :, : %� L...., ,­ ,,�?.:,\�,­, . i f" , .I'- " " Z.;f 1. ___ %1�1 .,.;: �.�I�li` '11.` `.�: ".."A' a,--.`�t�; Sk. r'./lk o- s: �_ '. _ ,.l. , I __.� " .. I \ .11, � 46W , � � � , I- - ."m -- - - - zl�­l __ . . . . . It ... ... I ...- -11, _1 11 ; Z i . . - 4� lz" . ! 47- 1 1 .11� I \ \1 I I 2\111 a 9" 4;,,`5 " *��. "- Z-' .", " ,,,.,-,, 0 k,.,-" " "' 1.`, k�, . PRIOR TO CLEANING , \ : � ­­ � ­__ �� -.___'l.11\_ ­­�; z 11\ � _$Z�:, _ � , \ z I � � ft� � 11•..., ..;?.;t _zi . ..... .... ", .� _.. ."', \. I-— ­­ -.-...,. .. I \\ "" '. �: " __­ 11 � ­.iu4 _"_ \-\ 'A'_1 I'li* . -, i "' .\ . ."', -1111",-,, ..., I amm ­$� 1-� z : " - __11" \ , 1�',' 1� I , • . I . ,�,,-- �aos,�,, `-­--.`,� ,'k�' 2. CLEARING AND GRADING ,� I � � I � � I ''Ill., � - I 11 � � \ I e"",4�s",�," �� \ . \ k�t� s�l , . \, 1. "'. � � z ,--,,, ".. , .1 ,, :I .-�,\-Z:" t ,�.­. , " . .. 11 - "\ .. \,\ ,,,:,�l 1Z ..�K-" -,t'.\ ..... *,'\, � 1� _ , I : . : I " - , , ": i t ..- \ � I .� . I ts �,, ,,,, ­,- _,;�', �, " 11 .1 ..'_ 1% \, .. " , � ".. ., \' I : 3. STORMWATER MANAGEMENT SYSTEMS I \1 \ . 41 . . ...... �4t, ! 11 � " 1'�'.. .,,�g,. '%; � , " , I .... .\..\* Ill I .,.� , \ :11 . : \ .1' - - . I 11 � 4. UTILITIES \\__1 Z' ,,. � \ � , I , / . . : " _� , : �­­­­ � " I /I ,.." �' I , 1* I \ I � t z i I , \ �k i , t . : \� \,� I'll _­__ ., , :... ., z . _ .... _ � .� � "', 1 5. $ , %t'l- I % , " . . .., . \ \ .. * '�� t Z�:­. .� I \Ji . I .11 \ �,-2 �' / .� PAVEMENT t : --,-,,-,-' \ \ \, �41, I '�'- WMAND DESIGNAnON ,. BODON INDUSTRIES - � 11-1 I : ,, ""'&� , . , , \." " # (Typ) •.. , ": /w • - , I..,-."" 11 \� `�l z it � �", i � , 6. BUILDINGS \ " 1, \ . I '... . \\ ", : . 3 --,, \ � "I / \ \ \ I 1.�� . � - I I Z, : "I., .., l . 11 I W : I 1, \ \ \ t' \%11�. t . . � \ 11 \ z '--.,-'* '4�,-,,, / z , I . Z '-" : ��.\ , " \ \ : ' \ \ I : I ......... ...... _..., 11 \ - . .1 " . : t i� 1_�l i ___ \ \ _ ; \.,_,� I \ \ I I : .- \ . : '. . .. i \-,, , . � 'N ­ : � __ . : I z . \ / I .\\,\, N I t '. \\ \\ / / .$ - . 11 I- - i _� � . I I \ \ � .• . . I- ..�. t . 1'% i , ��: . \ \ Al'.. z t 'I 1 : , TREE PROTECTION REQUIREMENTS \ 1.k� , 'tt t.: I : . ­ 1. PROTECT DESIGNATED EXISTING TREES AGAINST- BEST MANAGEMENT PRACTICES -UNNECESSARY CUTTING, BREAKING, OR SKINNING OF ROOTS I. SILT FENCE SHALL BE PROPERLY INSTALLED AROUND THE 'PERIMETER OF THE -SKINNING AND BRUISING OF BARK CONSTRUCTION SITE PRIOR TO ANY CLEARING. -SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION OR 2. MINIMIZE CLEARING AND GRUBBING AREAS TO AREAS OF CURRENT WORK. DO EXCAVATION MATERIALS WITHIN DRIP -LINE NOT CLEAR MORE AREA THAN IS NEEDED FOR THE CURRENT WORK AREA OR -EXCESS FOOT OR VEHICULAR TRAFFIC PHASE. -PARKING VEHICLES WITHIN DRIP -LINE 3. TEMPORARY EROSION PROTECTION SUCH AS SILT FENCING, DUST SCEENS, SEDIMENT BASINS, INLET PROTECTION, SWALES, BERMS, SODDING, TURBIDITY - 2. ERECT TEMPORARY TREE PROTECTION FENCING AS SHOWN 'ON THE DETAIL SHEETS. BEFORE COMMENCEMENT OF ANY SITE CLEARING OR GRADING. ALL FENCING SHOULD BE A MINIMUM OF 10' CLEAR DISTANCE FROM THE BARRIERS, SOIL TRACKING PREVENTION STATIONS AND MONITORING SHALL BEIN PLACE EARLIEST PRACTICAL TIME. - FACE OF ANY TREES AND SHALL FULLY ENCLOSE ALL TREES SCHEDULED TO REMAIN. NOTHING SHALL BE PLACED INSIDE OF PROTECTIVE BARRICADES, INCLUDING BUT NOT LIMITED TO CONSTRUCTION MATERIAL, MACHINERY, 4. PERMINANT EROSION PROTECTION SUCH AS PONDS, SWALES, BERMS, SODDING CHEMICALS, OR TEMPORARY SOIL DEPOSITS. ON TREES LARGER THAN 20' DBH, BARRICADES SHALL BE NO CLOSER THAN 15' FROM FACE OF TREE. MEN PAVING, EXCAVATION OR HARDSCAPE MUST DONE N AND LANDSCAPING SHALL BE INSTALLED AT THE EARLIEST PRACTICAL TIME. 3. PROVIDE WATER TO TREES AS REQUIRED TO MAINTAIN THEIR HEALTH DURING CONSTRUCTION WORK. 5. ALL POINTS OF DISCHARGE OR STEEP SLOPED AREAS NEED ADDITIONAL BARRICADES, BARRICADES SHALL BE MOVED BACK TO A SECONDARY LOCATION AT EDGE OF WORK. EXTRA CARE MUST BE TAKEN AT THIS TIME BY THE CONTRACTOR TO ENSURE THAT NO DAMAGE TO THE TREE OCCURS. 11 . 71 WITHIN ATTENTION AND PROTECTION SUCH AS DOUBLE ROW SILT FENCE, STAKING SOD. 4. WHEN NECESSARY TO CUT ROOT OVER 1-1/2- DIAMETER OF TREES TO REMAIN, CUT MUST BE A CLEAN CUT, COAT CUT FACES OF ROOTS WITH AN EMULSIFIED ASPHALT OR OTHER ACCEPTABLE DETCOMPACTION OR EROSION PROTECTION MATTING, AS SITE CONDITIONS ERMINE. COATING FORMULATED FOR USE ON DAMAGED PLANT TISSUE. TEMPORARILY COVER EXPOSED ROOTS WITH WET BURLAP TO PREVENT DRYING AND COVER WITH EARTH AS SOON AS POSSIBLE. 6. EROSION PROTECTION MEASURES SHALL BE INSPECTED WEEKLY AND PRIOR TO - 5. NO GRADE CHANGES ARE TO BE MADE WITHIN THE BARRICADES WITHOUT PRIOR APPROVAL OF THE OWNER OR HIS DESIGNATED REPRESENTATIVE. 7. TEMPORARY MEASURES CAN BE REMOVED AFTER PROJECT IS COMPLETE EXPECTED RAIN EVENTS AND FOLLOWING ALL RAIN EVENTS OF 0.50 OR GREATER. 6. INTERFERING BRANCHES MAY BE REMOVED AT THE DIRECTION OF THE OWNER OR HIS DESIGNATED REPRESENTATIVE BY A QUALIFIED TREE SURGEON. INCLUDING SODDING AND LANDSCAPE ESTABLISHED. ALL PONDS, SWALES AND 7. REPAIR OR REPLACE TREES INDICATED TO REMAIN, WHICH ARE DAMAGED IN THE CONSTRUCTION OPERATIONS, IN A MANNER ACCEPTABLE TO THE OWNER. EMPLOY PIPES SHALL BE CLEANED OF ALL SEDIMENT AND BROUGHT TO FINAL A QUALIFIED TREE SURGEON TO REPAIR MAJOR DAMAGES TO TREES AND SHRUBS, PROMPTLY, TO PREVENT PROGRESSIVE nF7r9In0ATInKIC! I'A"ovn GRADES. 12 I mr. DAMAGE 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF TREES DAMAGED BEYOND REPAIR WITH 3 TREES OF SIMILAR QUALITY AND SPECIES, SIZED TO MATCH THE LARGEST TREES OF THAT SPECIES BEING PLANTED AS PER THE LANDSCAPE PLANS. IF TRESS ARE HARMED THROUGH LACK OF PROTECTION OR THROUGH NEGLIGENCE ON THE PART OF THE CONTRACTOR, THE CONTRACTOR SHALL BEAR THE BURDEN OF THE COST OF REPAIR OR REPLACEMENT. lk**t-,- -1. DANIEL J. HA YES P.E. FL. REG. NO. DATE: 48895 1 . I I I � 0 0 col C ONO I � N N w in,", 1 2 .8 1 .97 1 1 . fn ':N_ IE U) n � "l V 1 ou) 4) t :.. 0 0 Ep ".1-18 z 6p" 0 ca ee . *5 c�; 1� U)U � = _ 0 a 2 :z z :2 t cc - -aig cat ij dm L*q R: k 0 Ilk 0 . A . - - - `1\ IN ­3z , 00 , v- I Q 04 Lo N�l (o *�(z) � - , I I ti W (n 1---z :z w :� R 1--z co W .0 �-z I I f z L0 � a Z� �;: 0 (j cl it 0 u p Q V_ . :sv .kl I or I- >_ �1 >_ - (i __ �O - (j 1\ kl %k, , [ 0 Co 00 _11-. Q) Q) i ll� � QI Q, M , � c) �a 11 2 Nkk - Z N , co c \I\- 0 \\\\ '\"\", \, , 1 1 .. 3 rj L_ -6 Q) t -Z 0) I m zi3 0 -w ^ _2­ 0 .: 0 :z q) Q Q Q 0 1 kk � (n [E //% BEGIN 4' SPLIT RAIL FENCE . M a n n n n M to tG M N O N Iff 3 v z a n _ 0 O U in `0 a c 0 a a 0 .c d 3° N O Ti LEGEND CONCRETE WALK & SLABS 1O HANDICAP RAMP PER FDOT INDEX #304 O2 TYPE "D" CURB NEW BUILDING 0 12" RIBBON CURB ® FOUNTAIN .... NEW ASPHALT 05 THICKENED EDGE SIDEWALK BENCH © BLACK VINYL CHAIN LINK FENCING, GATES ►o TRASH CAN SHALL HAVE OPAQUE BLACK STRIPS BIKE RACK O BENCHES, TRASH CANS AND BIKE RACK SEE LANDSCAPE PLANS • FOUNTAIN ® TYPE "F" CURB 09 8" RIBBON CURB 1 I- I O � O Z W Z W W ~ U U ��- U LL O 3C) = 00 O I O jj N N N o U U ai to 0 Z M a n n n A U) M 1� M N O O N a n Li 0 V Ln O x a: c 0 a d (l: 7 O 3 N n N \ DETECTABLE. WARNING' SURFACE ..� . 71, LK 'PEF o F•DOT INDEX •#1'7346 - a ONC,RETE SIDEWALK _ .a CONCRETE, SIDEWALK • I' a 111111111 11111 _ � ° 1 PARKING BY DISABLED PERMIT ONLY $250 FINE MINIMUM HANDICAP SIGN E7"M n c HANDICAP PARKING SIGN SPACE (FTP-25)-,— 5' CONC. WALK'A CE% -`t :•R.OE1:T ,s•••:':'�`• FLUSH W/ ASPHALT; t.• • �;'`T+. V. ► Y `':: `�' �' �•. EOP 6" WHITE CHEVRONS---,L1.5' 3 EQUALLY SPACED. J� 4" BLUE -� 0 = - STRIPING w _= 4" WHITE Z STRIPE G O LO o_ —_ 4" SPACE 0 N SEE PLAN FOR ORIENTATION OF WA_K 50:1 (RT. OR LT. 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"'. : -1 t. .i.�."k-'\', / _". ,.,.- i " t- : -­­,�­ LU* ._: ,< �-'1* L U, 3 `_ , X 6 ; . , , -1 `�'!'<l i n -t- ." -� I L .1 , ",�'l --l', ; ,,, : . .� f..,.-- l -.i , , , N.) -,:­."k- - to t �_; ,\"\� - .I,. "". : "­".� . � , : : . t , u z �� It- .; 't z _1\NN:1_1 N - i'� C'. ,�,, ; __\\111 : , f I :, t�l "ON-111- t' z . � .1, � ------ � --- -11, -------- - --- 11­11 ------ - � . : ,_..:, Z - I -1 . - t 11 . . ""' ­*1 : -, - : : - j " '­'_,� ," ,11. i in " pq'e') �c..'7 t L`C�_` �'_ - AL)L-31i"', I" J."'J" 1`14*111­1'1� I' . , S'.., ', � . ' - �E_ A: ` ' �"--"V .."," . �., . "'. -` " "�-"' E : : \ , ,_ -c , ` 3 _E AL D . Fn i .- ', -, I Ot" " 1' * ': - CIOL .3.0 � . (Zi .-IN-11, ["L", , ; - t . t: I J�, - _E - 'I- �6 .."It 1,:<k..: z : * , z �. - "l- t : - "-I : t .,. Q �. p" G, c'.`i!, ;o : (."­`� 8. .-C-11, pil 11'-'�, " . t � : z �,­,). I t : i - t:.� , . kll��, , _\"1 -1 -, ,� I N�. I I , " �1� ­.' % �1. I I'llJ I Is 11*9 1 DANIEL J. HAYES P.E. FL. REG. NO. DAM 48895 um 01 0 r cn0 to s w% 111114 11'.1 M,M. I _11� .0- o� =�e Lc,(;�_ 'E 2"R-N. 0 0 , .0 a, - Cc . a 'o 14 m �� q, C -� � 1= :2 cj rto _ z 0 � Q = 4. -i 40 c 3: 00 31 3i 31: a In N 30 N 1 -A-- .- * * ..: .... * ... .,. ........... - - - - - ........ ..,"......_ '...". - ." ....... .......... ....... . ...... .... .... I ... ......... .- .......... ...... , , ...., - - ......... .. ..... .:,., I ,kh .% , 41 � ip t\ 46' = 30' 6'-5.76- A-4.1 6' - 5'-e- SOD SOD SAWCUT GRAPHIC SCALE EXISTING 20 10 0 210 40 2% 2% 2% PAVEMENT, .... . ..... ......... --------- . .......... ....... 5' CONCRETEJ TYPE F CURB .......... ............... EXISTING (IN Fm) SIDEWALK L OVERLAY 5' CONCRETE (SEE PLAN FOR EXISTING PROPOSED 8" SIDEWALK LOCATION) PAVEMENT RIBBON CURB 4 - - - - - - - - - - - - - - -- - - - - - - & BASE A ROADWAY SECTION ----------- 120 SITE SIGN -\e.,, 4'n CONSTRUCT 5 INLET TOP _TYPE P - STA: 13+38.39 rCONSTRUCT OFFSET: 22.50 f TYPE 5 INLET TOP L '-..STA: 11+35.23 4. TOP: 131.58 E/P: 131.20 OFFSET: 17.06 L TOP: 129.79 0 N INV.: 128.28 (18" RCP) 1:4 E INV.: 127.78 (EX. 24",-RCP E/P: 129.4 w S INV.: 127.77 (EX, -.4 RCP) . ..... N 7268.5304 m QSED-R-LW E 3975.1310 PROP 7. to Lo ........... I'. 5;e' 4 ........ Lo -4 .6. CONCRE -K 4BUS�.� N N . ..... .... 0 CN. ........ ... f..... . . . ....... ­ ......... ........ ...................... ....... C) ............... C%. v + .............. -------- . ..... cli TUG.2/ 0 Z 04 u') BEGIN CONSTRUCTION w. + 0 STA: 10+00.00 29 . ..... . ...... oco LAKEWOOD AVENUE A N 7076.4237 1p >7 A 'Al RCP 0 0.3% + oi 01 LF 18" ilvo 100 LF 6's + E 4004.0453 SOLID DBL. 54.83 \35W 1/WHITE STRIPE- .. ..... ...... . .... ...... ..... ---- ------- ..... ...... ...... 110.27 z ...... .... .. YELLOW STRIP . ...... ...... . - - - - - -- ------ ------ ----- * ...... ...... ... ...... ..... .. . ..... ...... ..... 4- YELLOW STRIPE ... ...... ..... PER t ...... START8" N, FDOT INDEX # 17346- LRIBBON CURB- S00*1 9'26"W CONSTRUCT ARROWS P S0Q,19'i26"W E pa t 51 IA 18" YELLOW PI 1 0-� +��6' STRIPE 10' O/Cy 12+00 LAKEWOOD AVENUE STA: 14+66.32 .... ...... ..... . N E= ls�+oo ... ...... . 13+00 14­�q'(�- - U ... . ... ...... . . ..... ...... .... .... ...... . LAKEWOOD AVENUE= LAUREL RIDGE JAVE.= ........... ... . PR START 8" ... ..... ...... ..... .. AVATE DRIVE . . ...... .... ...... ..... ... . ..... ..... .. 8" RIBBON CURB ..... ..... ...... ...... RIBBON CURB-/Z Co) an -n Lo + + ci -0 in a U' n r"I 12 w n cri 0 ui 0 c CL 0 .0 0 N ODas.... .. n . ....... 77. 77: . ... ......... ... . .... . . ..... el� OV!_ . ............. CONSTRUCTION 4 to ..... . ..... ...... . ... U-) r- ........ . .... ............ .......... LAKEWOOD AVE. + c; ................. ....... .... ...................... ....... +.0L.___ -- - - ------ __l_-__lll_l__*­_­ ..... . END 819 + 04 RIBBON CURB .............. X .. ...... ...... Z. jr4l� 25' N I -CONSTRUCT FDOT QUEUE LENGTH Lo PO CONCRETE ENDWALL V. 131.4306 NN 145' f J Of 240' 170' . ...... ...... 100! ELI Ob KtM:uvt'*UUNUt<tlt blKU(;lUKt ............. CONSTRUCT TYPE H INLET AND CONNECT TO EX. ECMP TOP 135.30 ........ E INV=131.48 (EXIST. 54"x36" CMP) W INV=131.48 (42" RCP)1 RECONSTRUCT FLUME TO MATCH NEW INLET DETAIL 8,1 wudi .. i . 0 ' N I . ....... 2.82 D AVE A* UE k2 18 26nW 8" BON CURB DANIEL J. HAYES P.E. FL. REG. NO. DATE: 48895 f1 Lo U-1 b b t Z 00 N Q) CN cn (o /(v a Its n n M a� 0 3 •v vi tj n w 0 to N 0 a a t 3 N 0 ME T_ _ SOD 50' 10' VARIES 25' EXISTING DRAINAGE BU Y MEAN ANNUAL EL 125.58 25YR/24HR EL 126.40 GROUND EASEMENT ........... ... i 4' SPLIT TOP EL 128.0 � RAIL FENCE-N ~ EXISTING I o BOTTOM EL 123.0 OUND GROUND ISHGW 122.5 © - 6" UNDERDRAIN ... ...NCE�...... "' SILT FE i SEE DETAIL SHEET 12 POND TYPICAL SECTION B SEE SHEET 9 of 15 DECORATIVE MODULAR BLOCK WALL, SUCH AS KEYSTONE OR APPROVED EQUAL WITH HANDRAIL PAINTED SO j � BLACK. SHOP DRAWINGS REQUIRED VARIES =- 25'„ FOR CITY APPROVAL. SHOP DRAWINGS MUST BE SIGNED AND SEALED BY STRUCTURAL ENGINEER. TOP EL 128.0 BOTTOM EL 123.0 SHGW 122.5 6" UNDERDRAIN SEE DETAIL SHEET 12 POND TYPICAL SEC11ON C SEE SHEET 9 of 15 5' R/W 4" 6 THICK ® 3000 PSI CONCRETE 4 UNIMPROVED W/#10 GAUGE 6"X6" WIRE MESH DRIVEWAYS COMPACT BASE PRIOR TO CONCRETE POUR SIDEWALKS • SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. • THE SIDEWALK SHALL BE CONSTRUCTED OF 4" OF CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. • JOINTS SHALL BE EITHER TOOLED OR SAW CUT AT A DISTANCE EQUAL TO THE WIDTH OF THE SIDEWALK. • HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND BE IN ACCORDANCE WITH STATE REGULATIONS FOR HANDICAP ACCESSIBILITY. TYPICAL SIDEWALK SECTION 4" Min., N. T. S. 5Max, Ma. _ 6'-019 5 311 a Or 4 Holes 12" 2" Min., I3" Max. X n G' 2 Min. - v 3 Max. in CD I. 8" Min.,_ 4 Pitch Optional -No. 4 Bars, 18" Lona 9" Max. R=2„ (Two Per Guard) Cast Or Rubbed BUMPER GUARD SHALL BE PLACED 24" FROM FACE OF CURB CONCRETE BUMPER GUARD WHEEL STOP N.T.S. zV • .. .. : • +: a ... - ,7 y . � ,p• ♦ j i� �1 �I 97 ` -: :-.:: OT No. 57 STONE' (NON CALCAREOUS) �y :ST0NE. SHA .� E1'�`T�f�EL i!'"CB.d.. ..I!"J O.i i �1 .1:7[,�,t!� OR . EQUAL 6 -DI PIJLr` Y PEf'�`Pao3l"t?A: 11. ROADWAY TYPICAL UNDERDRAIN DETAIL N.T.S. TOP EL.=128.00 BERM —SAND GROWN SOD .. ... - ..,•..fir` ; - '��- 5 .. 1 45• PVC ELBOW � 4" COARSE AGGREGATE No. 57 (FDOT SPEC. No. 901) WRAPPED WITH FILTER FABRIC " PIPE / 6 ADS PERFORATED P E WRAPPED WITH FILTER FABRIC INV=120.15 STORMWATER POND TYPICAL UNDERDRAIN DETAIL EXTERIOR OF STRUCTURE SHALL MATCH EXTERIOR OF PROPOSED BUILDING VEBTIC& #5 REI3AS AT HORIZONTIAL #5 REBAR EACH CORNER, (TYPICAL) POURED LINTEL BEAM REINFORCED WITH (1) HORIZONTAL #5 REBAR, (TYP.) A VERTICAL #5 REBAR, 4'-0' CENTER TO CENTER AND AT CORNERS (TYPICAL) e • e •• 8: : °p • .2"' DRAIN PIPE THROUGH WALL' o STANDARD 8" x 16" CONCRETE BLOCKS °. ; e ' ° • ° o' FILL ALL CORNER CELLS WITH 3000 P.S.I. G (0 CONCRETE, USE "PEA GRAVEL" G a n SIZE AGGREGATE MAX. °o ° e ° LOSCtD o e (2) #5 REBAR, CONTINUOUS (TYPICAL) : ' DUPPSTER• " w o. a•P'AD a .'a' da a. -_ 4" CONCRETE SLAB REINFORCED WITH C3° ' i. 5LQPE :TO- DRAIN' '<: 6x6-WIOxW10 W.W.F., 3000 P.S.I., ° °. FILL CORNER • 28 DAY CONCRETE, 40 ksi STEEL '• 6 , • a ° JC CELLS (TYP.) SECUE HEAVY DUTY GATE HINGES TO BLOCK WALL WITH 1/2' ANCHOR. 139LTS OR WE GE BOLTS. °', ° .TYPICAL) Q• d ° A MONOLITHIC SLAB SURFACE REPLACEMEN- SURFACE JOINT REPLACEMENT CONCRETE 5' MINIMUM i►•.w 2 +2' :. EXISTING CONCRETE 8"MIN. EXISTING ASPHALTIC CONC. SURFACE PAVEMENT 01 �\\/\� ---- \ EXISTING BASE (T) 6x6-6/6 WWF s V-610 Y/\TRENCH WIDTH (2Q) 1'- " •,� 2'-0" MIN. LIMEROCK BASE, PRIMED,98% COMPACTION j \fit AASHTO T-180 (2 LIFTS) / ALTERNATE: 8" CONCRETE, 3000psi, TRENCH WALL �� w/6x6-6/6 WWF (SAME WIDTH) P �i PIPE PORTLAND CEMENT SURFACE ASPHALTIC CONCRETE SURFACE OPEN CUT & REPAIR N.T.S. 1' TOP OF FIBERGLASS SKIMMER SKIMMER TOP 126.50' 1 /2"X 1 1 /2" GALV. i� BOLT, WASHER & NUT FABRICATE MOUNTING BRACKET FROM 3/16" X 3" ALUMINUM. SKIMMER BOT. ro 124.85 " -a---CONTROL STRUCTURE 1 /2 X 5' GALV. 4" THREADED ROD WASHER �/ **TACK WELD ALL FASTENERS AFTER ASSEMBLY SKIMMER MOUNTING BRACKET N.T.S. 6" CONCRETE COLLAR (SEE UNDERDRAIN CLEANOUT DETAIL) i— 6" SOLID PVC CLEAN —OUT RISER (TYP.) SAND GROWN SOD D.H.W. EL.=126.53 (25—YR/24—HR) POND BOTTOM EL.=123.00 SH WL=122.50 BOTTOM OF UNDERDRAIN EL.=120.15 BOTTOM OF UNDERDRAIN TRENCH EL.=119.40 �— TOTAL PERIMETER TO BE WRAPPED WITH FILTER FABRIC (TYPAR No. 3401) OR APPROVED EQUAL BACKFILL SOIL FROM CENTRAL PORTION OF SITE AS OUTLINED FROM ANDREYEV ENGINEERING, INC REPORT DATED MAY 9, 2008 (RECOMMEND ANDREYEV ENGINEERING VISUALLY INSPECT PRIOR TO PLACEMENT IN UNDERDRAIN TRENCHES) SAW —CUT EXISTING 6" " 8 PAVEMENT FOR SMOOTH EDGE TYP EXISTING PAVEMENT d , a. EXISTING BASE EXISTING / N NEW STABILIZED SUBGRADE �.— ICTAQII I7CIl ��111111�71�17AXIX . ........ .......... .......... .......... .......... ......... CONCRETE RIBBON CURB N.T.S. Seal 00 �� Conc. Pav't. 2 Exp. Joint And Preformed Joint Filler TYPE D CURB N.T.S. 12" PVC 1/8" ALUMINUM SKIMMER PLATE IIIII 12" PVC -�- 2x12" WEIRS—� 12" PVC 3.33' ME �I � .•� 12" SOLID METAL DOORS PAINTED BLACK (SUMIT SHOP DRAWINGS SECTION VIEW FOR BAPPROVAL BY CITY) PLAN VIEW DUMPSTER PAD DETAIL N.T.S. a 5 L,: .............. -:.,:.': Z.. \� iiiii::�:::+i i::i:�::::i �:�i::i::iiiii��: •<�:j �iYi> ':::: `• 6H �C t A P`+r�ST CEN1'E*R,8,. *`ill. diltlerliskiiilt we approci rft1*10.�Lrr i�it�: it �Lri i ry >iii ry with post ilidad all dc-p1h 1 //0 1\ V 0 fn `off LL &V Cq LOf\ o �_It o �o ~ U _ `� H U z 3 C 33 Component Detail Rails (A) 5-1/2"x 108" Wood Grain Texture - Irregular Shaped To Match Real Split Rails Rail Spacing (B) Approximately 8.75" Between Rails Line Posts (C) 3"x 6"x 80" Wood Grain Texture For In -Ground Installation - Built In Sockets For Rails End and Corner Posts (not shown) 4"x 4-1 /2"x 80" Wood Grain Texture For In -Ground Installation - Routed To Accept Rails Post Spacing (center to center) 96" On Center Color(s) White and Ivory Gate Widths Available 6' and 8' Single Gates, Can Be Doubled For 12' and 16' Openings - Actual Size Of Gates Single Gate Opening Sizes Add 3" To Single Gate Size For Distance Between Gate Posts (Allows For Hardware) Double Gate Opening Sizes Add 4-1/2" To Double Gate Size For Distance Between Gate Posts (Allows For Hardware) Aluminum Reinforcement Aluminum Gate Post I - - - - nserts 66 Lon Fits 4 x 4 1 2 Posts Comes m s With Hardware Kits Single Gate Hardware Kit Post Insert, Adjustable Hinges, Self -latching -,Latch - Commercial Double Gate Hardware Kit 2-Post Inserts, 2-Sets Adjustable Hinges, Self -latching Latch, 1-Drop Pin Kit - Commercial Misc. All Vinyl Components .140" Thick, Color Matched Screws Included 4' SPLIT RAIL FENCE N.T.S. MIN. 9" SEPARATION B/T OUTFALL STRUCTURE AND SKIMMER 8 �24" RCP SKIMMER TOP - 126.50' _ TOP ELEV. - 125.97' - ♦ = TOP ELEV. - 125.97' 12" WEIR ELEV. - 125.30' - - 12" WEIR ELEV. - 125.30' SKIMMER BOT. - 124.80' _ 5;1 12" MIN. POND BOT. - 123.00' 12" PVC UNDERDRAIN 24" RCP OUTLET PIPE COLLECTION PIPE 0 INV EL. 119.69' INV EL. 119.69' OUTFALL STRUCTURE (MOD. "C" INLET D-29) N.T.S. Varies Joint — Woven Or Non -Woven 12" -12 /. Filter Fabric Min. Min. Type D-3 Overlap 2' Mi I�° • ° °°° (See Index 199) 9 -Securing Device ELLIPTICAL PIPE lint Joint ' � Varies ' Woven Or Non -Woven 12" 12" Filter Fabric Min. Min. Securing Device ELLIPTICAL PIPE SHOWN ISOMETRIC VIEW ROUND PIPE PIPE SECTIONS Cost of filter fabric jacket to be included in cost of pipe culverts. FOR ALL PIPE TYPES — CONCRETE PIPE SHOWN FILTER FABRIC JACKET N.T.S. DANI EL J. HA YES P.E. FL. REG. NO. DATE: 48895 `\ 4 cn z � � w O V U Q ri O U LO N_ = 00 o 3 = N CN Q) cl:: ai Z 1 �! TEE PRECAST = MANHOLE a.. 4 INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT a 6. OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) INLET CONNECTION AS REQUIRED ---- 900 BEND 2„ f- PRECAST STANDARD DROP DETAIL MANHOLE WALL TRANSITE COLLAR ENCASED' IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) -- u PRECAST MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEEL PVC OR BAND DIP �`-- STAINLESS STEEL ' PIPE CLAMP RESILIENT j 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 CITY OF OCOEE U11UMES DEPARTMENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. CORPORATION STOP (1" MIN. z Q LLJ Q POLYETHYLENE TUBING (1" MIN.) - SINGLE METER BOX AND WATER METER (BY CITY) SINGLE SERVICE AWWA TYPE CC THREADS SADDLE —, MANHOLE CONNECTION DETAILS DATE1 4 DWG; MHCON `FIG' 201 CURB STOP CORPORATION U-BRANCH (SEE NOTE 3) STOP (1" MIN.) FITTING, /4" MARK WITH x 3/4 WOOD PAINTED CURB STOP BLUE & WITH LOT NUMBERS z 2 EA. H ry W Q POLYETHYLENE TUBING (1" MIN.) - DOUBLE METER BOX AND WATER METER (BY CITY) DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) -'TO METER BOX ASSEMBLY POLYETHYLENE TUBING 30 - 45 DEG. 1" =To• CONCRET TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME & COVER SET COVERS FLUSH IN (SEE STANDARD DETAIL) PAVED AREAS & AT /---FRAMES BEDDED IN MORTAR ELEVATIIONS SHOWN IN ��.�� UNPAVED AREAS./fig /.� T��� 2 COURSES OF BRICK (MIN.) 1'-6" MIN. � �• 4 COURSES (MAX.) LLJ 3'-0" MAX. �_ / 5„2,_0" a > INSIDE WALL OUTSIDE WAIT EPDXY GOAL TAR COATINGS ( � � JOINTSURFACES PER SPECIFICATIONS r 4'-0" 5� MIN. ¢ PRE -MOLDED ' PRE -PRIMED PLASTIC JOINT o „ JOINT SURFACES SEALER WITH PROTECTIVE w WRAPPER TO WRAPPER BENCHING PER SPECIFICATIONS » D ¢ E REMOVED) REINFORCEMENT AND JOINT ::�- 6 SQUEEZE -OUT DETAIL TO BE DESIGNED BY . '::' MIN• r COMPLETED THE ENGINEER AND �� I 8" MIN. SQUEEZE our APPROVED BY THE r—T CITY a,cz. � z.a..a, c ��-..-►I 9 BEDDING ROCK 2" MIN, 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. CITY OF OCOEE U71UMES DEPARTMENT PRECAST CONCRETE MANHOLE PLAN AND SECTION DATEAUG. 19907 DWG` MHPS I FIG: `200 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER 4-3/4" MIN. 2 - NON PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1 /2"MIN. NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT ELEVATION TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. CITY OF OCOEE UTIU71ES DEPARTMENT _ CITY OF OCOEE U71UTIES DEPARTMENT WATER SERVICE CONNECTION DETAILS OPTIONAL MANHOLE FRAME AND COVER (USF 420 TYP.) DATE: AUG. 1990 I DWG' SERVCONN I FIG` 405 DATE' JAN. 1990 DWG` MHFRAME I FIG. 202 A MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 6" 1 8" 1 10" ( 12" 1 16" 1 20" 24" 1 30" 36" 900 BEND 29 37 45 52 450 BEND 12 15 19 22 22-1/20 BEND 6 7 9 10 11-1/40 BEND 3 4 4 5 PLUG OR BRANCH OF TEE 63 82' 98' 116' 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: ____45P.S.I.* SOIL DESIGNATION: Sand Silt LAYING CONDITIONS: __2 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. CITY OF OCOEE UllUlIES DEPARTMENT RESTRAINED PIPE TABLE. DATE AUG. 1990 1 D111 PIPETAB , FIGl 104 TRENCH WIDTH VARIES W/ SIZE OF PIPE s CROWN TRENCH IN �- UNIMPROVED AREAS MIN.) SEE NO`fE 8) FINISHED GRADE SEE NOTE 4 . //�// c COMMON FILL \ PIPE O.D. / \ \ \ 12" (TYP.) %SELECT \\ COMMON o FILL m o UNDISTURBED w wi {FSEARTH EE 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 CITY OF OCOEE UTIUTIES DEPARTMENT ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL DATE: DWGt BBEDD ( FIG: 100 MINIMUM 2" TYPE "S" ASPHALTIC CONCRETE SURFACE COURSE ROLLED TO 95% DENSITY Jl�illll a �raM1 iLx �1dJ11 m— ilu JLIIWblle,i'01 ......��. ...... ................ 8" SOIL CEMENT, COMPACTED TO 98% OF THE STANDARD PROCTOR DENSITY PER AASHTO T-134 --12" SUB -BASE SHALL CONTAIN FINE SANDS LESS THAN 7% PASSING 200 SIEVE AND COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DENSITY TYPICAL PAVEMENT SECTION N.T.S. INSIDE WALL--, OUTSIDE WALL PRE -PRIMED PRE -PRIMED JOINT SURFACE JOINT SURFACE PRE -MOLDED PLASTIC JOINT SEALER WITH PROTECTIVE WRAPPER (WRAPPER TO BE REMOVED) SQUEEZE -OUT WITH SQUEEZE -OUT COMPLETED JOINT JOINT DETAIL PRECAST SECTIONS N.T.S. REMOVABLE CAP 4"X18"X18" CONCRETE COLLAR • /\/\/�/\/. I YI-`lUAL ULLANUU I Ut I AIL N.T.S. J > k O O v�YLC o Z' o �C) Q00 X CN O LL:O Lo w w ....y I O U 0 O W Fes- ti O c � Z 00 � = roc N J DANIEL J. HAYES P.E. FL. REG. NO. DATE. 48895 o )lip a� a n n 0) 0 3 rl IN 0 to N a 0 c. t 9 1 VARIES LOT LINE WYE WITH N 6" BRANCH — W 6" 45° c" o BEND r i. CLEAN —OUT REMOVABLE SEE NOTE 1 PLUG w z J r _ ROTATE TERMINAL DEPTH 300 (TYP.) AS REQUIRED FOR (SEE NOTE 3) "HOUSE" SERVICE (3' MIN.)(TYP.) SINGLE LATERAL VARIES s w z SEWER MAIN SIZE VARIES CLEAN —OUT (TYP.) WYE WITH SEE NOTE 1 6" BRANCH 6" 450 WYE WITH 6" BRANCH BEND tll t D LOT LINE DOUBLE WYE P LAN FINISHED GRADE SLOPE TO DEPTH AT 1.0% MIN. (TYP.) __l_l PROFILE SPRING LINE -SEWER MAIN OIJ LATERAL 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. CITY OF OCOEE UMUMES DEPARTMENT _ SERVICE LATERAL DETAIL DATE AUG. 19907 DWG' MAT FIG: 204 MA"'FLOW PREVENTER CCORDANCE WITH IS APPROVED BY CITY GATE VALVE TEST COCK (TYP.) �i GATE VALVE THREADED UNION NIPPLE (TYP.) (2 REQUIRED) " . - — — 900 BEND 9MINQ (2 REQUIRED) Typ.N FINAL GRADE ✓/ // //�i�� i %� i i i' i i i i i i i i i i i i i i i 1, I 'T'T,T�//\//\// \\jj\jj�i\�\i\�\% 18 WIDE x 6 �;\\:\\ CONCRETE SLAB FROM WITH #4 BAR ALL TO _ MAIN AROUND (2 REQ'D.) SERVICE NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. SET TOP OF VALVE BOX 3" DIA. BRONZE DISC TO FINISHED GRADE ANCHORED IN CONC. PAD t BARS ALL3" DIA. BRONZE SEE NOTTE 16" REINFORCED CONCRETE TAMP R�Q'D OUND DISC ANCHORED IN FINISHED GRADE COLLAR IN, UNPAVED AREAS CONC. PAD STAMPSIZE OF VALVE AS REQ'D. 941- SERVICETYPE OF VALVE16 x W�\ L-zo ''- //�/ DIRECTION & N0. w N ADJUSTABLE CAST IRON OF TURNS TO VALVE BOX OPEN SEE NOTE 1 _ VALVE BOX WATER BOX SHALL REST ON AND COVER BEDDING ROCK NOT (TYP.) M.J. PLUG VALVE ON VALVE OR PIPE 2500 P.S.I. WASTEWATER AND SHALL BE CONCRETE MIN. 12" ANCHORS FORCE MAIN CENTERED ON 2„ —� cuo•c°o• OPERATING NUT 0 MIN. 0.0 0• o 0 ' —o°o • o °o • o °O UNIMPROVED CONDITION . o°o.a-o•o �€ °° • ° °° • , TOP FLUSH WITH �°' ° °°' G o° • C ° ` FINISHED GRADE o °o • o °o • o °o • o °o :•o"o•o"o.,.� o•c°o.000.o°o.o°o. o g„ �oo.00°�oo�.. goo oo°�oo°�oo°�ooO.000. ,.o°°.o°°.o°O•o°o•0 0.00°.00 0.0 0.0 s ASPHALT SURFACE 00.Co0 • 0°O.Co0 • Co°. Coo• Goo. Coo. Co°.0o0. I• o o o, o o o• o o o• o o o• o .�O , o o O. 0 0°• o o O o o o°• o 0 '•0000°•"o°• 0 0 0 •0 `°• C'o°•oo°• oo0•e°O.00 ll 6 BEDDING ROCK \ BASE NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. REVISEDi AUG,,1995 PLUG VALVE AND BOX DETAIL DATE JAN. 1990 I DWG' PVBOX I FIG; 203 HYDRANT OPERATING NUT HOSE N0771P 24" SQU) ROUND A REINFORC SHEAR R NOTE 1 2 — #4 AT 9" \ VALVE (SEE DETAIL) A O.C. LL AROUND COMPACT BACKFILL / VARIES M J HYDRANT ry SEE NOTE 2 / A Q ANCHORING TEE 25" UM/AULLUN — v UL_uull14� ROCK OR EQUAL —RESILIENT SEAT GATE STANDARD INSTALLATION VALVE AND BOX (SEE DETAIL) NOTES: 1.THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4" BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE 6" MINIMUM. CITY OF OCOEE UTIUTIES DEPARTMENT CITY OF OCOEE UTIUTIES DEPARTMENT REDUCED PRESSURE BACKFLOW PREVENTER FIRE HYDRANT ASSEMBLY DETAIL DATE: AUG. 1990 DWG` BPSS FIG; 501 DATE` FEB.6,95 DWG` HYDRANT IFIG` R402 vn \ -4" x 4" x 18" LONG VALVE BOX (MIN.) PRECAST POST AND COVER WITH 3" DIAMETER (TYP.) BRONZE DISC SET IN GROUT AS SHOWN IMPROVED CONDTITION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" WHEN CITY OF OCOEE UMUMES DEPARTMENT THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE VALVE COLLAR DETAIL DATE. DWG; VALCOL I FIG1 107 CONCRETE COLLAR I UNPAVED � REAS (SEE DETAILS) m/� ADJUSTABLE CAST IRON SEE NOTE 2 _ VALVE BOX 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 0 'o ° 0 00 ° 0 .. °0°0.0°o°0 °° ° o °° . o °°_ •- 0 ° ° 0 ° o 0 ° o°oo°oo°°.o rs °° .0.0 0.0 o.. .0 ,— °o.o°o.000.o°o. .0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. 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 DATE: AUG. 1990 DWG' GVBOX FIG, 400 METALLIC LOCATING WIRE— EARLY WARNING TAPE FINISHED GRADE 1 MAX. WATER MAIN OR FORCE MAIN � 1 " MAX. METALLIC C LOCATING WIRE NOTES: 1. ALL 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 MAY BE REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. CITY OF OCOEE UTIUTIES DEPARTMENT PIPE LOCATING WIRE D ETAI L DATE. DWG. INSTALL I FIG. 108 CORPORATION CURB STOP CORPORATION U—BRANCH STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) FITTING MARK WITH x13/4'; )) WOOD PAINTED BLUE & WITH CURB STOP Q o,.. LOT NUMBERS 2 EA. Q w �[_ A w � POLYETHYLENE POLYETHYLENE TUBING (1" MIN.)- TUBING (1" MIN.) — SINGLE METER BOX DOUBLE METER BOX AND WATER METER AND WATER METER (BY CITY) (BY CITY) SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) AWWA TYPE CC THREADS — TO METER BOX �—' ASSEMBLY SADDLE POLYETHYLENE nloo TUBING 30 — 45 DEG. WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. CITY OF OCOEE UMUMES DEPARTMENT WATER SERVICE CONNECTION DETAILS DATE` AUG. 1990 I DWG' SERVCONN IF '01 405 lr \� 00 0o rn 0 6 0 Lu 0 Lo 1` �- w '' O =oo °' v-ate' (b o d n, +� U p /0 MIN 18 LF HDPE GOING TO RECEIVING MANHOLE. OUTLINE OF ACCESS OPENING CABLE uni nrD 4" DIA VENT WITH VENT WITH 2,SQ. SLAB \1 -2' MIN - 8" VALVE VAULT CAPPED NIPPLE AND VALVE FOR PRESSURE GAUGE. (TYP) v A. 3"nnR GI A DRAIN i (,e H. A 04 01101TAI1►Ti VALVE BOX SHALL BE ENLARGED F CONNECT DIP TO HDPE IF FLOW METER REQUIRED OR PER NOTE *3 HDPE PUMP STATION PLAN (DETAILS) VIEW PUMP DATA PUMP. NO: 1 MANUFACTURER: FLYGT; MODEL: NP3102.185 imp: 185 DIA: (125 EMERGENCY BYPASS CONNECTOR. SEE SECTION MM, SPEED: 3480 RPM; DISCHARGE SIZE: to 3 IN; VOLTAGE: 230V; A -A ON THIS SHEET. FOR EXACT LOCATION AND CONFIGURATION SEE SPECIFIC SITE LAYOUT HZ: 60 PHASE: 3 ; HP: 6.5 SHEET. 4" DIA. HDPE PIPE. MIN SOLID SIZE: IN; CURVE: 63-256-00-5206. 1 2 MANUFACTURER: FLYGT; MODEL: NP3102.185 , imp: 185 ; DIA: 135 Go MM, SPEED: 3480 RPM; DISCHARGE SIZE: 3" IN; VOLTAGE: 230V: A HZ: 60 PHASE: 3 HP: 6.5 MIN SOLID SIZE: IN; CURVE: 63-256-00-5206. 0, v r 00 — TRAFFIC RATED 90* TURN UP 2" BELOW ACCESS HATCH W/ LOCKSET ACCESS HATCH W CKSET AND AND RECESSED HANDLE (SEE NOTE 6, 17) RECESSED HANDY 0 SEE NOTE 6, 17) VALVE BOX INVERT ACCESS HATCH SHALED OPEN B TOWARD CONTROL PANEL TRAFFIC RATED /—BRASS JUNCTION BOX. WITH SCREW CAP WITH C-4ELEV. Y A LOCATE WIRE INSIDE 00 2" A PLUG VALVE W/ NUT OPERATOR STAINLESS STEEL PRESSURE GAUGE WITH GAUGE GUARD IcO 6 —12" MIN POWER CABLE 4 9CEW PET COCK VALVE 2" DIA SCH 40 v STAINLESS STEEL• 1. PIPE NO C7 2V* 4 CK) L > —LOCATOR / MIN 3/8- HEAVY DUTY A 4" WIRE ST 12"MIN DUCTILE IRON PIPE AINSTEEL LJFTINGLECABLE A . 7 —1(RESTRAINED JOINT)P V An - ! - - . A . . . v 7-4 2 - #4 BARS SHOWN ROTATED 90' CHECK VALVE 2" PVC SCH. 80 PIPE FOR CLARITY 'A PIPE SUPPORT SEE NOTES IN�UDE PVC FLOOR DRAIN 7 2 PER FOOT FALL. FORCEMAIN PAY ITEM A 79E HIGH LEVEL ALARM ELEV. X L RAPIDSEAL -HEAT SHRINK SEAL OR EQUAL ON ALL JOINTS MIN 18 LF HDPE a-a- ELEV. Z U-1 FLANGED PIPE ONLY LAG PUMP ON ELEV. W INCIDENTAL TO THE UFSTA11ON 24 VOLT FLOAT LIQUID A CONNECT DIP TO HDPE LEVEL CONTROLS LEAD PUMP ON ELEV. V 24" x 18" BY 6" THICK A CID I 3" CONCRETE SLAB AROUND VALVE se -am A AND STAND PIPE. -1 -6 BOTH PUMPS OFF ELEV. U 00 L 6 GROUT LOW LEVEL ALARMS ELEV. S .s, ELEV. T . A 3" FLANGED CAM QUICK COUPLING WITH 4" PLUG VALVE W/ NUT OPERATOR A V* CONNECTOR WITH LOCKABLE CAP .7. A WITH VALVE COVER A * . . . . . . A . . . - . V, ' . . . . . . . A .;Mjlj� - A A 12" v 0 A 0 6-ud-(-)d-u -uTu6-ud--uTuT(- T(-)a-� 0 0 0 opopo 'POOPOOPOOPOOPOOP00( 11, 0 uekle)kU6 )000000000000k 0 5- 090000 9" opo nOpoo C MIN o2oc?o non OQIOQIR Q10 Q10 QP Qno Q10 Q, R 0 0)000000000 )00000 0 DK(),Q,_ �'o Q'0 Q'o 'MaMP0000 Q, -er GRAVEL 331 LM�91M" MIN *6-12 OCEW — LJIKI A Ul 01 IV OIMII'4LL,)O OIF-F-L 4' HDPE FORCEMAIN 24" SQUARE STAINLESS i" THICK STEEL APPROVED WEDGE ANCHOR SYSTEM WITH LENGTH VARIES BASEPLATE WITH J" STAINLESS STEEL EPDXY TO EXTEND A 7" IN TO CONCRETE WELDED STUDS FOR AND SUFFICIENT TO AT EACH CORNER OF S.S. PLATE.. SECTION A —A EMERGENCY BYPASS CONNECTOR ATTACHMENT PUMP BASE ELBOW. PUMP STATION SECTION (DETAILS) VIEW THESE DET.QW ME MMDED MYTO ASSIST IN NO. DATE THE DESIGN PROCEM ALL DESKM SHALI. BE IN R ACCORDANCE VWTH THE SPEOMARTICLESAND SECTIONS OF THE MY OF OCOELPS MOST v CURRENTUTILITIESSPECIFICA71ONS, IT IS THE ENGINEEITS RESPONSIBILITY70 OBTAIN AND USE 0 UPOMED VERSIONS OF THESE DETAILS SHOULD SN THEYBECOME I ABI E FROM THE CITY. DESCRIP'nON BY CITY OF O C O E E UTILITIES DEPT. I= A.D. MMIS Ms OCOM HDMA 34761 P 407-M-3100 F 407-656-7416 8 STANDARD UTILITIES DETAILS 15 MANUFAU I UREN: MUUEL: IMH: DIA: MM, SPEED: RPM; DISCHARGE SIZE: IN; VOLTAGE: HZ: ; PHASE: ; HP: MIN SOLID SIZE: IN; CURVE: PUMPS OPERATING CONDITIONS RUNNING PUMP: PUMP 1 PUMP 1 & 2 PUMP 1, 2 & 3 9PM ; TDH %EFF. 215 9PM 62 ; TDH %EFF. 9PM ; TDH %EFF. WETWELL AND FLOATS DATA PUMPING DIMENSIONS ELEV. AT STATIONS CONST DIM A 8" MIN DIM B 6'-0" MIN DIM D DIM E DIM F DIM G DIM H 5 - 0" MIN DIM K 4'-8" MIN ELEV. S ELEV. T 109.00 ELEV. U 111.50 ELEV. V 113.00 ELEV. W 114.00 ELEV. X 115.00 ELEV. Y 129.50 ELEV. Z 116.96 PER PUMP MANUFACTURERS REQUIREMENT PUMP/STATION HYDRAULIC DESIGN SCAM, Lo'.t STA110N WCHANICAL & MV. DAIL n/a 8/08 STRUCTURAL *AM NO. DETA10L S ET OF DANIEL J. HAYES P.E. FL. REG. NO. 6 DATE. 48895 140 N\'4\ NW /0 \'N4\ 415 - - - - - - - LO ti SE i U-j U ham- C3 ?3 ?3 N CN Q) u q) 0) zi f DESIGNTHE - . F .,ALL. • r S SHALL BE IN R . �. �- .. SECTIONSOFTHECITYOF--E E: ; _ RESPONSIBILITY TO OBTAIN AND USE 0 UPDATED VERSIONS OF THESE DETAILS SHOULD s BECOMEENGINEERS THEY • CITY. I i i, �� .�� �, I ' // //� � � � �,� � �� ''� I� I / �,� /1' //I I.. /I'll IY iNl /N/ I' I„� / 1 „/•ll /, �,. ��, � �� 480 LIFTSTATION CONTROL PANEL INSTALLATION D ETAI L STAINLESS STEEL NON -FUSIBLE CIRCUIT BREAKER TYPE MAIN POWER DISCONNECT 3" ZED PIPE (SCHGALVANI80) n 1 1/2 P' MIN MOUNTING BRACKEI ENCASED IN CONCRETE 2 COATS BITUMINOUS ASPHALTIC PAINT 4 ABOVE GRADE ALL THE WAY DOWN Z_ 04 00 r INCOMING � POWER N a0� vilI so wo, GALVANIZED R PAP CAP () CONTROL 1 � 2 COATS BITUMINOUS PANEL � ASPHALTIC PAINT 4' ABOVE GRADE ALL THE WAY DOWN SEAL OFF MOTOR CONDUCTOR CONDUIT 2 SCH 80 PVC (SEE NOTE 2) & PROPERLY SEALED AT ENDS. CONTROL CONDUIT 2 SCH 80 PVC & PROPERLY SEALED AT ENDS. //i�����/jam SWEEP ELBOWS COPPER AD 25 OHM MAX GROUND RODS NOTES: 1. DRAWING IS SHOWN FOR 480 VOLT POWER SUPPLY. 2. POWER SUPPLY INCOMING AND TO THE STATION SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY. 3. PROVIDE TELEPHONE SERVICE LINE. 4. ALL WIRING BETWEEN FLOATS & CONTROL SHALL BE CONTINUOUS. 5. CONTROL PANEL SHALL BE NON -FUSIBLE STAINLESS STEEL 6. MAIN DISCONNECT AMP SHALL BE SUBMITTED TO AND APRROVED BY CITY. DESCRIPTION BY CITY OF O C O E E UTILITIES DEPT. 1800 A.D. MW RD, OOOEI , ROMA 34761 P 407-905-3100 F 407-656.7416 www.ci oomAls I STANDARD UTILITIES DETAILS � I �I I �� wl �� �. ■ ' � .� r r,u �u i 9 SCALE: N/A Lr t STATION CONTROL REV. �AlE s/os PAGE NO. PAPML DETAIOLS 2 OF s DANIEL J. HAYES P.E. FL. REG. NO. DA7E. 48895 Lij X LLJ W J � z Q 000 0 L,J � J Q(J� Izo J J "0 LdoLo O Z U LL_ L N -� � i o o ¢ ai /0 11 SEE LANDSCAPE PLAN FOR BUFFER 35'x35' TRACT "B" DEDICATED TO CITY • • 4" FOF� MAIN 6' BLACK VINYL_ 129.4 p g.5A CHAIN LINK FENCE 6" THICK: Viz`; ��,•..,`� ,;�..�.. •�,"i,..,, ...::�:;?,:4:;3t �?;i, `�.*r,.\tii ,��;�r„ GRAVEL YARDA. E`\' Jam: •:."� i`: .:"1 �• t, :Y,• n•.. vh'�` u• `,,'+ �- ::• n+ea"t ��` �`'�"h,��,�•�+'.�� Ci` fw;�;.c`� ` . ., g`a,�i a4 +it. ,. i± ny »C'•v+;i. � ♦- •:, ..�' �. \ •.. `. �: .�: t,: h;• .ham• ,h;• ` 0 4" STABILIZED cQ DRIVE � LIMEROCK '..,,, ,.:;;kw:,,: <.ti•:. �� (2)6' SWING GATE w/ �r I 150�OPAQUE � u QUE BLACK STRIPS o I I L-- 11---- LIFT STATION TO BE OWNED AND MAINTAINED BY CITY SITE PLAN AFTER FDEP CLEARANCE SCALE: 1"=10' S-, 2 0 THESE DETAILS ARE PWMpED ONLYTO ASSIST IN NO. DATE DESCRIPTION BY CITY 0 F 0 C 0 E E THE DESIGN PROCESS. ALL DESIGNS SHAM BE IN R ACOORDANCE WITH THE SPECIFICARTMESMID E SEDTIONsOFTHE CITM°F000EE'SMOST vUTILITIES DEPT. CURRENT UnUTIES SPECIFICATIONS. IT IS THE S ENGINEER'S RESPONSIBILITY TO OBTAIN AND USE 0 UPDATED VERSIONS OF THESE DETAILS SHOULD S 1= A.D. MUM RD, OCOEB, FLORIDA 34761 THEY BECOME AVAILABLE FROM THE CITY. P 407-M-3100 F 407-656-7416 www.docooLlm 4" OF BEDDING ROCK WITH POLYETHYLENE FILM LINER UNDER ROCK F VALVE VAU LT h ROW 5' (MIN) ---- LIFTSTATION GENERAL SITE PLAN SECURED LIMITS OF SITE TO BE DEDICATED TO CITY OF OCOEE LIMITS OF UTILITY EASEMENT CONTROL PANEL 5' MIN (SEE CONTROL PANEL — °— Y—° —� INSTALLATION DETAILS) s'Oo o Jo0 0o Oo o� �0 00 00 07 'O°O°O°O°O on �OOo006 c 000000o0o0oC POo0o0oC >°O°O°O°O°O°C —, °O°OOOW >O o O RnOO^o , .O O �Or �)oo O°C n �OoOo 00 or 00popc °o0 6 TO 12 --�► �-000 ® ® ln- s ""►�°'`� Y WET WELL � ° 5LIMITS OF 6" ' CONCRETE SLAB 0 � (MIN) 7 � 5 —8" (MIN) MIN z 10' HIDE 1,� P.E. WATER SERVICE s ASPHALT INCLUDING RPZ BACKFLOW DEVICE z Ln 0R POLE MOUNTED FACET. L � c ON�.RETE _ 0 2-6'SWING GATE RECEIVING MANHOLE (REQUIRED) O NO GREATER THAN 25' FROM QUICK C/L PUBLIC RO CONNECT AND SHALL BE OUT OF ANY TRAFFIC LANES. PVC LINED. NOTES: 1. ® THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE WET WELL. 2. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN) SITE SPECIFIC DETAIL 3. CONTRACTOR SHALL REFER TO SPECIFIC SITE PLAN FOR LIFTSTATION GEOMETERY AND GRADES. SCALE: STANDARD N/A DAiE: UTILITIES GENERAL hit it A P O 12/06 PAGE NO. PUMP STATION 3 DETAILS of DANIEL J. HA YES RE FL. REG. NO. DATE: 48895 v 0 q � n L �tCI d' O �O %F ■ e C v U aS y y q 3 C 33 O N 3 N 1 J > .C"'lci Q�.i., x 0 0 v� coo rn U ID o000 �clq �Cq J 0 N N ono L LW ~ v 1�- v U Q_ O N N_ � o d _, U Q cn li 0/0 NEUTRAL MICROTEL 1000 DIALER DRB CCB MCB ECB XFMR 480V —II IE —II IE EI II- 120V FB1 I E E T 0 120V I,I E —E —TT- of II RCB MB 1 MB 2 7 XFMR 480V PM ALT R6 I I I F- 24V R1 R2 R3 R4 R5 FLOAT Am 71HESEDE'rAILSAREPWMI)EDONI.YTOASSWIN NO. DATE THE DESIGN PROCESS, ALL DEBI" SHALL BE IN R SECTIONS OF THE CITY OF OOOEES MOST V CURRENTunLMEB SPECIRCATKW& ENGINEERS RESPONSIBILITY TO OBTAIN AND USE ol UPDATED VERSIONS OF THESE DETAILS SHOULD S THEY BEOOME AVAILABLE FROM « E MS 1 OL 1 ❑ ❑ TTS MS 2 xw ►a E DESCRIPTION BY CITY OF O C O E E UTILITIES DEPT. I= Ate. MW RD, OCOM ROMA 34761 P 407-905-3100 F 407-(56-7416 www.a.0000efl.�s STANDARD UTILITIES DETAILS DUPLEX CONTROL PANEL ENCLOSURE DEAD FRONT LAYOUT MOUNTING BRACKET 0 0 INTRUSION E SWITCH MECHANICALLY PL1 PI-3 INTERLOCKED o, 'o' 'a' '®' , PL2 PI-4 0 co co ao RL1 RI-2 TLS ASB 0000i 0000i o' 0, EfM1 EM2 OO O _ HOA HOA o� ATS u E U GFDR ALUMINUM DEADFRONT 101 ALARM LIGHT — p-- GENERATOR RECEPTACLE ® ALARM HORN s MOUNTING BRACKETS NOTES: 1. OUTER BOX SIZE SHALL BE A MINIMUM OF 30"W X 42"H X 12"D OR AS APPROVED BY THE CITY. 2. FOR STATIONS WITH PUMPS RATED 20 HP OR GREATER, OUTER BOX SIZE SHALL BE 30"W X 48"H X 12"D AND SHALL HAVE 2 LATCHES ON THE DEAD FRONT. 3. DRAWINGS SHALL BE REVISED FOR STATIONS WITH PUMPS RATED GREATER THAN 47 HP AND SUBMITTED TO THE CITY FOR APPROVAL. 4. PROVIDE EQUIPMENT FOR SCADA CONTROL CONNECTION. 5. ALARM LIGHT, HORN, SILENCE BUTTON AND GENERATOR RECEPTACLE ARE FOR VISUAL PURPOSES ONLY, EXACT LOCATION TO DETERMINED BY CITY. 6. THE OUTER DOOR SHALL INCLUDE A 3-POINT LATCH AND STAINLESS STEEL DOOR HANDLE AS MANUFACTURED BY HOFFMAN OR APPROVED EQUAL. 7. CONTRACTOR TO INSTALL FUTURE SCADA CONTROL BOX MOUNTED BACK SIDE OF CONTROL PANEL. USE 3R.SS 24" x 24" x 10" STAINLESS STEEL ENCLOSURE. 8. CONTRACTOR SHALL INSTALL PHONE LINE AND SETUP SERVICE WITH TELEPHONE COMPANY. TELEPHONE SERVICE TO BE TRANSFERED TO CITY UPON ACCEPTANCE BY CITY. SCALE: N/A REV. DATE: 480 DUPLEX CONTROL PANEL ,ACE 8a 08 FRONT 1 AND SUBP L LAYOUTS 4b OF DANIEL J. HAYES P.E. FL. REG. NO. 6 DATE: 48895 Ln U V Imo^ V J O O N N CN ramr^^ v J .. 1 6 7 �1 MCB TB M81 MS1 OL 480V 3X PUMP 1 60Hz — B I� �=N > ECB �M132 MS2 OL GR j I PUMP 2 GENERATOR ^_ RECEPTACLE FB1 1 AMP Pm -� F5AMP 5AMP FB2 L 0V 750VA FMR 10 AMPF�T RCS SCADA C 13.8V DC POWER SUPPLY DRB GFDR _TLS TSL CCB ADR -.00- FLOAT SS 1 \ R / RL1 SCADA \ xo O MS1A ----o C Dx �—�ETM g3 #1 H-O-A xoo --v Dox MS1 OL (2) TTS (1) 6 R2 8 PUMP 1 1 8 START I R3 ALT I \� 2 / RL2 — ®R 6 8 PUMP 2 START / \ MS2A TEST — #2 y��ETM AUTO � H-O-A xoo 5 6 ^ '�� oox MS2 OL (4) TTS (3) OFF 0 C I -�T-�- ATS 8 R6 5 8 R4 7 5 —� 2 -- RTU e 9 4 5 +Joje�- �Y 12 VDC BATTERY THESEDIFIAILSAREPFUNIDEDONLYTOASSWIN NO. DATE DESCRIPT10f; THE . z: r PFtCKMM ALL DESIGNS A=FVMN0EVMTHESPWF0ARTKMAND SBOTK• : OF r OF •t•M M••: OUIVIENT UTILMES SPECIWATKM EMNEEI"W. UPDATED VEFIISKM.IHESE DETAILS SHOULD Ns THEY r• AVAILASM FROMCffi 1 PM 3 P) AH 8 _ R5 8 C?--\� 1\ (A2) � c (Al) + 12VDC 6 FL AL (A4) 3 0 U A + EXT 12VDC ALARM R11 SILENCE R12 --� ROM RTU) — R5 1 R4 3 y�_ASB ^ DPDT R6 3 R5 1 FB 3 1 AMP 5 AMP _f\%R 77 HIGH (7) (8) 33 R3 1 LAG g 0- (5) (6) 4 R1 1 ® 3 R2 1 6--d +� LEAD o- (3) (4) ?g 6 R1 7 &_� k—c OFF 6 SS1 7 C ED (2) LOW LEVEL �g G10 ,dr n � NN „i Ll 20V in 75VA XFMR 24V COMPONENT LEGEND PL4 \D R �R 4 ._ TPDT PL3 R3 TPDT Up PL2 , / \ 1 R1 3 R2 TPDT 0_- C PL1 \�/ A R1 TPA C PL1 R R6 TPDT o__� RTU TERMINAL BLOCK PUMP 1 HIGH RTU RUN LEVEL R4 R1 POWER R2 R13 MS1B R14 R23 9 11 0 o c o \RR24 (HOT) (NEUTRAL) PUMP 2 PUMP 1 RUN INTRUSION R3 START R4 R15 MS2B R16 R25 SWITCH R26 1 LOW PHASE PUMP 2 LEVEL FAIL R7 0—o START R8 R21 %9�—�R6 11 �RJ22 C/R27 5 P, 8 `�-III— I—o 0 8 LOW VOLT. EXIT ALARM PUMP 1 ARM R7 SILENCE IN AUTO R31 1 3 R32 R11 C 1 1 Ij R12 C LAG PUMP RUN PUMP 2 R3 IN AUTO R29 9 , 11 o 0 C C BY CITY OF OCOEE UTILITIES DEPT. 1800 ".1V W RD, 000M HDRMA 34761 P 447 905-3100 F 407-06-7416 www.a 000wlilu AB _ ALARM BELL M B _ MOTOR BREAKER ACFL AIR COMPRESSOR FAIL LIGHT MC _ MINICAS _ ACR AIR COMPRESSOR RESET MCB _ MAIN CIRCUIT BREAKER _ ACTS _ AIR COMPRESSOR TERMINAL STRIP MD _ MOISTURE DETECTOR ADR _ AUTO DIALER RECEPTACLE MS _ MOTOR STARTER AH _ ALARM HORN NC _ NORMALLY CLOSED AL _ ALARM LIGHT NO _ NORMALLY OPEN ALT _ ALTERNATOR OL _ OVERLOAD AMS _ ALTERNATOR MODE SWITCH PCU _ PUMP CONTROL UNIT ASB _ ALARM SILENCE BUTTON PFL _ PUMP FAIL LIGHT ATS _ ALTERNATOR TEST SWITCH PFT _ PUMP FAIL TIMER AV _ AIR VENT PL _ PILOT LIGHT CCB _ CONTROL CIRCUIT BREAKER POL _ POWER ON LIGHT CT _ CURRENT TRANSFORMER PM _ PHASE MONITOR CVLS _ CHECK VALVE LIMIT SWITCH PS _ PRESSURE SWITCH DPDT _ DOUBLE —POLE, DOUBLE —THROW R _ RELAY DR _ DISABLE RELAY RCB _ REMOTE TELEMETRY CIRCUIT BREAKER DRB _ DUPLEX RECEPTACLE BREAKER RL _ RUNNING LIGHT DS _ DOOR SWITCH RTU _ REMOTE TELEMETRY UNIT ECB _ EMERGENCY CIRCUIT BREAKER SC _ SURGE CAPACITOR ETM _ ELAPSED TIME METER SDR _ STATION DISABLE RELAY F _ FUSE SMC _ SMART MOTOR CONTROLLER FB _ FUSE BLOCK SPM _ SINGLE PHASE MODULE FL _ FLASHER SS _ SAFETY SWITCH FR _ FLOAT REGULATOR SSOL _ SOLID—STATE OVERLOAD FS _ FLOW SWITCH T _ TERMINAL FTS _ FLOAT TEST SWITCH TB _ TERMINAL BLOCK GFDR _ GROUND FAULT DUPLEX RECEPTACLE TD _ TIME DELAY GND _ EARTH GROUND TDODE _ TIME DELAY ON DE —ENERGIZE GR _ GENERATOR RECEPTACLE TDOE _ TIME DELAY ON ENERGIZE HLA _ HIGH LEVEL ALARM TDR _ TIME DELAY RELAY HLR _ HIGH LEVEL RESET TL _ TROUBLE LIGHT HOA _ HAND —OFF —AUTO SELECTOR SWITCH TLS _ TROUBLE LIGHT SWITCH ISR _ INTRINSICALLY SAFE RELAY TPDT _ TRIPLE —POLE, DOUBLE —THROW LA _ LIGHTNING ARRESTOR TTS _ THERMAL TERMINAL STRIP LLR _ LOW LEVEL RESET XFMR _ TRANSFORMER LTB _ LAMP TEST BUTTON AUTO —DIALER MODULES I MODULE N0. DESCRIPTION 1 I 1 LAG PUMP RUN I 2 HIGH WATER ALARM I 3 PHASE FAILURE II 5 PUMP 2 ETM � I 6 GENERATOR RUN 1 I 7 LOW.. VOLTAGE � I 8 LOW WA I tK ALARM _ SCALE: N/A STANDARD °A DUPLEX SYSTE I 1 z/os UTILITIES PAGE"a TELEMIETR — 48® /3P 5b OF DANIEL J. HAYES P.E. FL. REG. NO. DETAILS 6 DATE: 48895 i u u, I r/ w O O JQ (D ,JO V' � tO.�dO tV O I LL 0 N 0/1 f a n n n 8 0 S 3 V! FQ- V n k in U) 0 u� en d' N CL c a 0 0 3 N 0 i ME 9 GALV CLIPS -0 MAX SPACING POST CAP POST CORNER CD ^I - CD CHAIN LINK FENCE D ETAI L FENCE DETAIL 10'-O" TO CENTER (MAX) TOP RAIL GRADE � A. co 3,000 PSI CONCRETE 12" STRETCHER BARS FABRIC THESE MALS ME MMDED MYTO MOW IN NO. DATE THE DESIGN PROCESIL ALL DESIGNS WALL BE IN R SECTIONS OF THE CITY OF OCOEES MOST I IT IS CURFtENTUTILITIESSPEGIRGATIONIL THE s EEOBTAIN AND USE 0 UPDATED VERSIONS OF THESE DETAILS SHOULD S THEY BECOME AVAII AN 19 FROM THE CITY. ::::.:` 9 TIE WIRES 12 OC 3 8" ROUND TRUSS BARS LINE POST (SEE NOTE 1) TURNBUCKLE TENSION WIRE z? / � r 0 12" -_ 3/8" ADJ nA-rr nnr)klt-n "i' i inn nnnn nATr I-rlA1Ir /////////////////////////i:. - - - ////////////////////////////////i;�' 3 000 P.S.I. \�- CENTER STOP __ CONCRETE 12 x 12 x 12„ 6 6 12 NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. MINIMUM STANDARD PVC COATED DESCRIPTION BY CITY OF O C O E E UTILITIES DEPT. I= A.D. MW RD, OCIDEK FWRMA 34761 P 407-905-3100 F 407-06-7416 www.docoml= GENERAL NOTES: 1. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. 2. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIA PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES. 3. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN. 4. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON -SHRINK GROUT. 5. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN WET WELL. 6. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP MANUFACTURER AND APPROVED BY THE CITY. UNLESS OTHERWISE NOTED. 7. FLEXIBLE COUPLING SHALL BE SLEEVE TYPE. 8. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL. 9. CONTRACTOR SHALL INSTALL A "P" TRAP IN THE WET WELL DOWNSTREAM OF THE FLOOR DRAIN SHOWN. 10. WET WELL ACCESS HATCH TO BE ONE (1) 30" X 48", CHECKERED ALUMINUM PLATE WITH PADLOCK STAPLE AND HASP, SWING HANDLE AND 316 STAINLESS STEEL FITTINGS AND ACCESSORIES AS MANUFACTURED BY "HALLIDAY", PRODUCTS SERIES H1 W ACCESS DOOR AT H2O LOAD RATING OR APPROVED EQUAL. HATCH FRAME TO BE INTEGRALLY CAST IN TOP. PROVIDE "MASTER" KEYED LOCKS. 11. VALVE VAULT ACCESS HATCH TO BE ONE (1) 48" X 48", CHECKERED ALUMINUM PLATE WITH PADLOCK STAPLE AND HASP, SWING HANDLE AND 316 STAINLESS STEEL FITTINGS AND ACCESSORIES AS MANUFACTURED BY "HALLIDAY", PRODUCTS SERIES H2W ACCESS DOOR AT H2O LOAD RATING OR APPROVED EQUAL. HATCH FRAME TO BE INTEGRALLY CAST IN TOP. PROVIDE "MASTER" KEYED LOCKS. 12. PROVIDE AND INSTALL QUALITY CONTROLS, INC. CONTROL PANEL, OR APPROVED EQUAL, WITH NEMA 3R STAINLESS STEEL ENCLOSURE. THIS PANEL SHOULD HAVE TYPE SQ. "D" HD FRAME CIRCUIT BREAKERS AND HORIZONTAL ROTARY OIL PROOF, THREE POSITION SELECTOR SWITCH FOR HAND-OFF- AUTOMATIC OPERATIONS. CONTROLLERS SHALL INCLUDE ALARM LIGHT AS WELL AS AUDIBLE DEVICE, ELAPSED TIME METERS FOR EACH PUMP. LIGHTNING PROTECTION (3 PHASE), PHASE PROTECTION AND LOW VOLTAGE PROTECTION. CONTROL PANELS SHALL HAVE AUXILIARY GENERATOR RECEPTACLE (100 AMP RUSSEL STOLL TYPE JRS1044-FR WATERPROOF RECEPTACLE OR APPROVED EQUAL). CABINET SHALL BE 304 STAINLESS STEEL WITH AN INNER ALUMINUM DEAD FRONT DOOR WITH CONTINUOUS HINGE. CONTROLLER SHALL INCLUDE PUMP ALTERNATOR WITH ALTERNATOR TEST, EMERGENCY GENERATOR CIRCUIT BREAKER WITH INTERLOCK, DC ALARM WITH BATTERY AND CHARGER AND ALARM SILENCE. ALARM TO BE ENERGIZED BY POWER/PHASE FAILURE, HIGH WATER LEVEL FLOAT. PROVIDE DUPLEX 120 VOLT RECEPTACLE IN PANEL. PANEL SIZE 30"W X42"H X 10"D MIN. SHOP DRAWINGS REQUIRED FOR APPROVAL. ALL ELECTRICAL WORK TO BE IN STRICT ACCORDANCE WITH LOCAL AND NATIONAL ELECTRICAL CODES. PROVIDE EQUIPMENT FOR SCADA CONTROL CONNECTION AND TELEPHONE SERVICE LINE. 13. PROVIDE AND INSTALL FOUR (4) ROTO-FLOAT, DIRECT ACTING FLOAT SWITCHES,. THREE SENSORS SHALL BE USED FOR PUMP OPERATION AND A FOURTH SENSOR FOR HIGH WATER ALARM. FLOATS AND CONTROL SYSTEM SHALL BE LOW VOLTAGE. INSTALL FLOAT CONTROLS AWAY FROM PUMP LEADS AND OUT OF THE FLOW OF INFLUENT SEWAGE. STANDARD UTILITIES DETAILS 14. THE UNDERSIDE OF ALUMINUM ACCESS COVERS AND ALL ALUMINUM SURFACES IN CONTACT WITH CONCRETE SHALL BE COATED WITH A SUITABLE BITUMINOUS PAINT. 15. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER COMPANY FOR ELECTRICAL SERVICE TO LIFT STATION AND SHALL MEET ALL POWER COMPANY REQUIREMENTS WITHOUT ADDITIONAL COMPENSATION. 16. PRESSURE GAUGES SHALL BE STAINLESS STEEL WITH STAINLESS STEEL DIAPHRAGMS AND 4 1 /2" DIAMETER DIAL AND SHALL BE CALIBRATED IN FEET OF WATER WITH A RANGE OF 0-150 FEET. GAUGES SHALL BE LOCATED IN THE VALVE BOX. 17. WET WELL AND VALVE VAULT ACCESS HATCHES SHALL BE TRAFFIC BEARING. 18. CABLE HOLDER SHALL BE ON THE SAME SIDE OF WET WELL AS CONTROL PANEL. 19. WETWELL AND RECEIVING MANHOLE SHALL BE P.V.C. LINED AND ALL JOINTS SEALED WITH RAPIDSEAL. 20. STAND PIPE EXPOSED WITHIN THE WETWELL SHALL BE COATED WITH RAPIDSEAL. 21. VALVE PIT WALL TO BE BITUMINIOUS COATED AND JOINTS SEALED WITH RAPIDSEAL. 22. CAST IRON VALVE BOXES SHALL BE AS MANUFACTURED BY "NEENAH" OR APPROVED EQUAL, BOXES TO BE ADJUSTABLE. 23. ALL EXPOSED AND EMBEDDED CONDUITS TO BE GALVANIZED. 24. LIFT STATIONS SHALL CONFORM TO STANDARDS AND SPECIFICATIONS OF OCOEE, FLORIDA. 25. GRADE SITE TO DRAIN, PLACE WEED FABRIC AND ROCK INSIDE FENCE AND , SOLID SOD ALL DISTURBED AREA OUTSIDE FENCE. 26. SHOP DRAWING FOR PUMPS, PIPING, VALVES, FITTINGS PRECAST CONCRETE STRUCTURES, ACCESS COVERS AND ELECTRICAL EQUIPMENT ARE REQUIRED TO BE SUBMITTED FOR APPROVAL, PRIOR TO CONSTRUCTION. 27. TESTING OF FORCE MAIN AND LIFT STATIONS SHALL BE REQUIRED. LIFT STATION SHALL BE TESTED WITH FIRST PUMP ON, SECOND PUMP ON AND BOTH PUMPS ON. 28. AFTER ALL EQUIPMENT HAS BEEN INSTALLED AND IS OPERATING UNDER WORKING CONDITIONS, CONTRACTOR SHALL MAKE TESTS OF EACH PIECE OF EQUIPMENT, GIVING VOLTAGE AT POINTS OF TEST, FULL LOAD RUNNING AMPERAGE AND SPEED FOR EACH MOTOR. 29. THE CONTRACTOR SHALL FURNISH DEWATERING EQUIPMENT AS REQUIRED TO INSTALL STRUCTURES. GROUNDWATER CONDITIONS MAY VARY CAUSING THE REQUIRED EQUIPMENT TO VARY. THE CONTRACTOR SHALL PERFORM FIELD INVESTIGATIONS TO DETERMINE THE NECESSARY EQUIPMENT FOR THE LIFT STATION SITE. 30. ALL M.J. AND FLANGED D.I. PIPE AND FITTINGS SHALL BE POLYETHYLENE LINED (40 MIL NOMINAL) CONFORMING TO ASTM D-1248. ALL PIPE AND FITTINGS WITHIN THE WETWELL SHALL HAVE RAPIDSEAL-HEAT SHRINK SEAL OR POLYETHYLENE SHRINK WRAPPED EXTERIOR COATING OR APPROVED EQUAL. 31. ALL EXPOSED METAL, EXCLUDING STAINLESS STEEL OR ALUMINUM MATERIALS SHALL BE PAINTED WITH TWO (2) COATS OF EXTERIOR, ENAMEL PAINT. 32. 316 STAINLESS STEEL PIPE SUPPORT(S) FOR RISER NO GREATER THAN FIVE FOOT SPEPERATIONS. ANCHOR WITH APPROVED S.S. WEDGE/EPDX ANCHOR. DETAILSSTATION NOTES & klENCING SCALE: n/a REV. DATE 8/08 PAGENO. 6 OF 6 DANIEL J. HAYES P.E. FL. REG. NO. DATE: 48895 ov w � X 0 0 V�.yu- rn V 4� (aQ 600 N f 0 r w o � o Lo ~ O � U U y� O O Q) N �(7) O O o� z a� o �� ....... � ....... \' �! ....'.-. 1,■ -11 -1- . ..., ................ .....,... ■ .. , .....'--'. .., ■ ....., .. ... � ............... .......... � .... ■ '. ...... 1--l" ......... ........ '....-I 0 .................... ... -.... ...... ,...... I ...... ...' : -"... ,:. ■ ". " ...:.:.... .: .:'.'. .. I ..... -% .. : ..... ..........I.. '-,..,. ': : -.-1 I ■ . I.. - .1... :' C ■ ...' ". ...... , : ,,,, '-'......"', ...%..... '.'.'�"' '.'-..'--"l--l-l- I - '-. ... ............... 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Z22 p!/3 VA 1 16 G� E ,' i 8 VA/t ■ ... t8 EG/ I � EG/ ■ ......... ...... ... ........... ......:............ ..... . ........ ...... ■ ■ :........ .... ■ ■ `... BENCH PAD 1 ■ ® 10 _ 10 10 e ® I 2IA/3 , 2 j 2 !A/3 ■ QV 00 YrOD /Ioo /tOD 60 60 _ ■ Tv/ Tv/ ■ TV ; OVA"/l 18 I / 18 BENCH PAD 1 IA/3 vA/t 60 IA 3 60 %1 % 3 10 _ 60 60 IA 3 IA/3 ■ ■ to/3 D'A 3 ■ 'II ® i BLDG 5 BLDG 4 ........:........... BLDG 3 ■ B�wDG 2 ! ■ ; ■ 1 '':. BENCH PAD I ■ BENCH PAD ................ ■ • 10 10 _ 10 ■ :. ® 2 IA/3 !A/3 <:, , \ �, 2 2 IL/3/ ■ ® �� ......... h� �-- ■ /too : ■ 00 ■ I -- ..... I 60 so TV/ ■ TV/ 1-8 1 ........ .............:................ to 3 ••� VA/t ■ ■ + -I- -}- .:. ....... . 60 60 /10 IA/3 A/3 !A/3 IA/3 ■ ■ ■ .......... ■ ■ NOTE 1 - TYPICAL, SCREENING TREATMENT ■ FOR GAS ELECTRICAL, TELEPHONE & CABLE PANELS ■ i OF VO/7 PLANTING. FINAL LOCATION TO BE ; ® I DETERMINEDBY ARCHITECT & LANDSCAPE ■ ■ PLANTING TO BE 4DJUSTED BY LANDSCAPE CONTRACTOR. PA VEL TO BE PAINTED BLACK ® 6 ■ 0 FT 10 20 N th ■ eui�u®auae�ue���eefa� ee►a•aiwa• eea.�iiiwanr�i�eer�isar��er�tteete�®erg®®es®�es�e��aee®�®®®�ee®�®®�®wwee®®®®®®® ®es��.®�®®®®i■erg®®®®®®eeJe���e■Vi/i®®�n�®s®®® ■ 6 SEE ■ C�■O VO/7 . IA/3 q,• :■ 5 1 � 3 � 21 3 11 10®uuuuuu�r®isu,ouuuu®euuuuuuuuuu®®® ®' u u®®®weauertu®ueau ®® u®uuu ®uu®® uuuerr■uuuuuuu ® A/� VO 7 -] AE 65 I u® uu® uuu uuu■ ® I ] p � VO/7 P— t VO 3 to 3 10 93 6 �� ` / 3 ■ ® 1 ��`• -L- tA/3 + 1 1 IA/3 IA/3 t1 Al/3 —1 `/ 5 �■ 6 VOi7 P-1 3 ■ 00 11 2 /100 n� 1 C ■ ■ I AE 65 VO 3 I .. A T I 2 BIKE (LOOP IA 3 �, ( + mm, L( tH S- (TYP, OF 4) 92 t 92 92 I 92 T _ iF \v/ TV/ R TV/ SOD 2 ■ �- -- ti ; f _ ... � � ate.' '/ •I. ., .. F .� .. • � - NIS ... 2 -� ENOE1 - I L2 BIKE LOOP ® , 7 _ 56 56E T 2 � 1 2 SEE NOTE 1 S- (TYP. OF 4) 'Mi ... ;;•.. �-� ...... ............I ..:.1...............;::::::...............:..................::::......:.::..................:.:..............�.. ^. .............:: <;:: < / 2$ ]3.. n7 :...........;.....:::....................::::...................., :...i,..........:. ^o tom)/ IA/3 i j, SEE NOTE 1 /56 AL/3 BRU DA TE: &-tt- ASLA 110001367 0 : 0 c °' "' �11 nN " o� cc day; 0 a �Y c33 O N 3 t N Q 0 cl� \\\ W Q o N m Q ` R ti 41 O LU O N U ti � Cn 1 ■% ■ ■ ell.< .............. ...................... ........... ................ ............................... .... . .. ...... ........... ... . . ...... ............. ......... ....... __ ............. .............. .i is ........ . . ..... . . . ........... ....... .... . . ........ .. ... ... .. ......... .............. ........ ........ .. ........................ ............ ............... ........... ........ - - --------- ............. ................... ....... ............ .......... ........... .................. ........... ................... ................... .................. ................................... .................. ........... ........... ------------------ . . ........... .......... .............. ...... ... ............ ......... ...................... . . . . . . . . . . . . . . . ............... ........... .................. ........... ............. . ................... ................ .......................... ........ .............................. ...... .. ....... ... ................... .......................... ■.......... ........... .................. ....... ........... .... I., ....... . . ........ ... ­ : . ........ I ........ ............... ....... ...................... L'I'l­.",­ ... .­ ..... .... - ............... ....... .......... ......... ................ .......... ... ....... ................ ............ .............. ..... ......... .......... ...... .... .......................... ......... .......... ... ...................... ................. .......... ........ ............... ........ ...... .......... .... \ , I.1", ....... ... . . .......... .... ............ ............ I . ............... .... ........ ........... .:. ...... ...... "'., .............. ...... ........ ........... .................. ..... ........ ........ ...... ................... .... ... ..... ............. ......... ...... ............ .......... p I., a 0�11) ......................... ...... "(65 ................ ........... ............ ........ .. ... . .. ....... . ..... ........... ... ......... jj�; . . . . . . . . . . ... . ... ......... ... . ... ...... .. ...... ........... ........... ........... llyl= __ ........... ....... ..... .... iukrl .................. ................. .......................... 65 R .... .................................... .................. ...... 4p I't Q. ................ ....... ....... ....... . ......... ...... . ................ ........ ...... ...... .. . . . .......... .......... .. ................ ..... ........... ...... ........................... Y ............ 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Q qg OD 4, + + 2 43 DUMPSj-._ .4 x JA 13 i v 87 58 22� 7 2 t S a 01A Q /3 QVJIM A13 + D18 7 0165 Yo/ A/3) O/7 G/ _Q E80 + 'J. ........ oy/llm ........... .. ............. ....... ....... ............. ........... ........... ................ .................. ....... ............ . ........... ............ o0o ....... 00 A Ar Ar /124 c==== 7_71 + O100EU, �D t�` BENCH PAD (a 02 �P'60 TV/ C � ■ O fl SEE NOW 1 NOTE I - TYPICAL SCREENING TREAT T FOR GAS ELECTRICAL, TELEPHONE & CABL ANELS OF VO/7 PLANTING. FINAL LOCATION TO BE DETERMINEDBY ARCHITECT & LANDSCAPE PLANTING TO BE ADJUSTED BY LANDSCAPE CONTRACTOR, PANEL TO BE PAINTED BLACK 388 EG BENCH PAD \QL-y(TYP. OF 2) /65 SEE NOTEUEG/ /188\ /95 4F lq + U." + CD S t Y_ z SOD a E ......... 'N A IN 4 N ■ Al jwl'A0/ an ... . . ..... =MONO 0 7ALl� ..... M M M* C5)@(M mmmmm + 4 4 ............ ...... .... ............... • .......... ...... ............. ........... ............... I . ................................. ....... ........... . ................... . ...... . ............ 188 ...... ..... o • ...... .... )47 ♦ EG/ ..... .... . + +++ QA13 0 FT P 10 20 North V_ 4. .44- -L f 2 ♦ 'NBIKE LOO IW ttl 88 ev) I H" �11 /I —Io\ "A —92-\ NZ� I T P. OF 4) 2 so i Poo 2 \L/Y ......... ........... 6. f L 0 Now n n MMMMUMMMal . ......... on n 2 ummmmm WMMNM*mnnmn 2 71 + + 5i + J_y. ti ■& ....................... ........................ .................... ........ ...... ..................... ­.-, ................. ............... ...... ............... ................... ........... ....... . . . .......... + + Y .................. ................ 0 + ............ ................ ........... ...................... ........... ... ..... ..... �X .............. .. ........ .............. ..................... ............. ..................... L.1 I SOD ...... ........ ..... + I e." 1'73 ........ . . /93 yv 28 ------------------ q A , ......... -------------- IA 3 ............ 4+ 88 I ALA BRUCE N L DA TE. 10 LLJ Q � Lj__ CO X � Lj � Llj I co rn co uj Q) :lr q) ASLA #0001367 ui J `ono q) l 11 1'�I"Drown: WSR Checked. DJH Dote. 9-19-08 File No.: 07127 Sheet: C US Ta A. �4 . ..... + +I GC __ + + + .. . ................... . ........ + XJ 7 Ad/c x > err I -1 co f\j ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 09■ .. ■ ■ . .......... I r3 . ......... . . .......... _A ;P_F1 I r3 -- - — — ---------- . ...... . .. — — — -------■ - I F;Fi I + + + + IF+ ...... ..... . ........ . ........ . ....... . ......... .... . . ........ + C ...■ ....... ss + ........ . ....... ... . . ........ . ........ + . ......... . ....... + + + kt + .. . . ........ .. . . ........ + 'A .......... : . ................. ... ........... XK. + . . ........... . ........... ......... + + + + + + + + + + + + + + + .................... . ...... . ...... .. . ...... + 18;P n ... .. 0.61,111101............ ...... rA1 + C�l rG, + m rn DO. =1 + rn m M + r7l --i 4 + + rn' m ................... ........... . cc) al 0. + rn m cc) T r-..6 0 C) -0 -< . + C-) + + + + ...... ............. + C> m > C K + 6 + I ■ ■ + rri + M + Cn C=; rn +\ �01 + ■ 09 \% + + . ...... . + 3- FT rn + + m 0 m m m I" mmmmmm mmommmmmommommm m m m m n Im IT A. ■ + ■ + ■ I :'' @0 ■ + C3 + '7" + % N) +,+ 1+ REVISION: D A TE. 0 CITY COMMENTS 11126108 FX FLEX—SPACE COMPLEX Mack McLoughlin ■ CITY COMMENTS 6117109 FX Design Group, LLC LANDSCAPE PLAN 922 N. Lakewood Ave. Ic S Ocoee, FL 34 761 Consulting Services, Inc. 407-877-9600 t 313 225 West Main Street, Tavares, Florida 32778 LS-4 OCOEE FL ORIDA exwww.wicksconsulting.com (352) 343-8667 0_ 1�1_zC.A. f000004571 0 O : 2 •••••••••••••••••••••••••••••••••••••••••••••••••••••• m 0 0 m m m m m a m 0 m m M.4..'* a IN n n IN n n �,VPO'fl QAE6A, 2& Q O93 6 2■ )MMM �1 ■ =mSEE Q 0QVo7 nm"MonaM mummWWWMM + IA/33 '■@5 /�A/3 5 Zp2 Q C 0/3 ■t65�j/65 Vo 3 p e I m e % 7) 7) 4 A/3 -)BIKE LOOP r2 /92\ /92 ��(TYP. OF 4) 13 ICA 13 47 �A 3 Q /92 102 IV/ SOD TV 2 so .7 A ............... ........... .......... /2 BIKE LOOP I ....... ..... /2 2 LSEE 2(TYP. OF 4) SEE NOTE NOTE 1 SEE NOTE ■IJ 56 56 ... ....................... ........ ........................... .......... ..... ...... . ........................... .............. .. ...................... .......... ........................................ ....... ... ..................... ..................... ......... .............................. .................... ........... .................................... ... ... ....... . .. ........ .. ............... ..... .. .. ............. ..... .. .. ..... . ... .. ..... .... ........ .... ................................................... .. .. .......... ........ ......... 6 3/ ........... .. ............. ......... ... .............. ................. ................... ....................... ...................... ............... ....................... ......... ........ ............. ............ .......... ........ ..... \111111""".�.::�:�..lA/S.-.-.-..,....,.,.I ..... ....... /72 ........ .................. . ...... 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TA/ .......... .................... ............. ...... ................... ......................... . ....................... .. ..................... ...................... ...................... ..........."'OF ... 4) ....... ..................... .......... . ..........���� .......... ................. ....... O-Z ............ ■...................... . ..... -' BENCH PAD SOD SOD _ . ,0 I II(_ I SOD _ .: SOD ILA* ................ ...... .......... ! ■I : ' QPOD'� ■ SOD ■.......... E S ■ ................ NOTE 1 /48 /24 /8�6 48 /48 ■ • /48 /48 /33 ■ �13 IA \,I �13 /43 ■ /T6 6 VIL/3/ 1� �A /-5-\ /3 /38\ 2 8■ ■/55\ 2 /65 122 -1 13 (Z3 7�, 130 a QAzIS \ElY *60jo V-1LY, CG/i\L- J, 0 CEG/) ■\Mjo y �13 PANELS 77\ -SOD 2 3E ■ ... 2 2 /28 cc--== id2 2 \� �13 .......... .. ........ . ...... 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I + I ... ! - "I. 11 - 11 i - - . .., .. %... I -%\ I * . * : : . 1. % � . ". : .... . : : .. .. 00 : , : � " I ", � " .......... I ......... ..: ....... 0 -.: .1 : ... i . . .. . , . %. - - ...... I , . , . .. � . %...' '.. : ........ : . I ll� 0 m + , � .1. , .. ... I .. ". I .. - '. : . I m:7 I e ii I ..". .., .. : , � : ` X . : .,.. �` ..., � ...... ',. . \1 . -S "... .. : : I.- ..'+ ...... � 20 North BRU . H **' . . q) g , c --�c . . � % .. *1 , . % .1, ASLA ;0001367 1 : , � 1, I .....- I -.-. . I . : , � ': 1, i DA TE. a q) . - . . . . - I.. 6 Q0 Q 1 Z$ , - - . lzz*�N GENERAL PLANT LIST* TREES LANDSCAPE SPECIFICATIONS PART 1 - GENERAL 1.01 WORK INCLUDED A. Installation of trees, palms, shrubs, groundcovers, and grass sod. B. Application and payment for required REVIEWs. 1.02 REFERENCES A. "Grades and Standards for Nursery Plants," Florida Department of Agriculture and Consumer Services. B. "American Standard for Nursery Stock," ANSI Z60.1-2004, American Nursery & Landscape Association. 1.03 SUBMITTALS A. Record Drawings: Furnish one set of reproducible record drawings, clearly showing all changes made to the original contract drawings during the course of the work. B. Soil Analysis: Submit soil test results from an independent soil testing laboratory prior to planting. 1.04 DELIVERY, STORAGE AND HANDLING A. Inspection: Upon delivery to the site inspect. all TIonot materials for conformity to the specifications and for handling amge.Remove from the site all non -conforming and damaged plant materials. B. On -site Storage: Protect all stored plant materials from sun and wind. Water all stored pla t materials daily. Owner to indicate appropriate location for material ) and equipment storage. 1.05 GUARANTEE A. Guarantee all planting work for a period of one year after the date of final approval and acceptance. B. Replace at no cost to the Owner all plant materials which die or are determined by the Landscape Architect, or owners representative to be unacceptable, unless the death or unacceptable condition is clearly beyond the control of the Contractor, as determined by the owner. Such circumstances may include acts of God, theft after final inspection, or vandalism. Unacceptable plants shall include those that show significant die -bock or failure to exhibit the healthy characteristics indicative of the species. 1.06 MAINTENANCE A. Maintain all landscaping until one year after final approval and acceptance. B. Maintenance to include: 1. Cultivating and weeding plant beds and tree pits. 2. Application of herbicides and pesticides. 3. Irrigation sufficient to saturate root systems, applied daily. 4. Trimming and pruning, including removal of clippings and dead or broken branches, and treatment of pruned areas or other wounds. 5. Disease control. 6. Maintaining guys and stakes in a tight condition. 7. Maintaining trees in a plumb condition. 8. Weekly mowing after sod is sufficiently rooted. PART 2 - PRODUCTS 2.01 PLANT MATERIALS A. Trees and Shrubs. All plant materials shall be Florida #1 as outlined in "Grades and Standards for Nursery Plants." Provide only nursery grown plant materials, grown in containers unless otherwise indicated on the drawings. B. Sod: Provide only nursery grown, machine cut sod of the type indicated on the drawings. Sod shall be well -matted with roots, free of excessive weeds, and shall be green, fresh and uninjured at the time of planting. 2.02 SOIL MATERIALS A. Topsoil: Fertile, agricultural topsoil, typical for project locality, capable of sustaining vigorous plant growth, to"ken from drained site free of subsoil, clay, plants, weeds and roots, ,pH range of 5.5 to �.0, minimum 4 percent, maximum 20 percent organic matter. B. Peat Moss: Shredded, loose, sphagnum moss, free of lumps, roots, inorganic material, minimum 85 percent organic material measured by oven dry weight, 4 to 5 pH range, moisture content of 30 percent. C. Sand: Coarse, washed, builders sand D. Planting Soil Mixture: Provide mixture of imported topsoil or approved topsoil from site, peat, sand, and other amendments as recommended by the independent soil testing laboratory for the specified plants. 2.03 OTHER MATERIALS A. Mulch: Pine bark nugget mulch B. Fertilizer: 1. Flowering annuals and bedding plants: Sierroblen 18-7-10 2. �+Iron), rate of application 2 lbs. per 100 sq.ft. ontoiner grown trees, shrubs and groundcovers: Agriform 21 gram tables, rote of application as follows: 1-2 gallon plants: 1 tablet 3-5 gollon plants: 2 tablets 7-10 gallon plants: 3 tablets 15 gallon plants: 4 tablets 30 gallon plants: 6 tablets 65 gallon plants: 8 tablets 100 gallon plants: 10 tablets 200 gallon plants: 15 tablets 3. Field grown and collected trees: Agriform 21 gram tablets, one tablet per 1 /2' of caliper for standard trees; one tablet per foot spread for multi -trunk trees. 4. Newly Planted Sod: 6-6-6 applied per manufacturer's instructions. 2.04 TESTS A. Provide analysis of imported topsoil indicating pH value and percentage of nitrogen, phosphorus, potash, soluble salt, and organic matter. B. Provide analysis of existing soil in representative planting areas, indicating representative planting areas, Including laboratory recommendations for soil amendments necessary for optimal plant growth. PART 3 - EXECUTION 3.01 PREPARATION A. Fine Grading: Fine grade planting area, as indicated on the drawings, eliminating Tow or rough areas, and building debris, stones and rubble. Finish grades shall be sloped in the some direction as existing drainage; new grades shall not REVIEW ponding or standing water. B. Alert the Owner of potential grading and droina e problems, including depressed planting areas with no outfoll, saturated planting areas, planting its that hold water for prolonged periods, and any other condition detrimental to optimum plant growth. 3.02 PLANTING A. Stake locations of all trees and shrubs. Align with architectural or engineering reference features as indicated on the drawings. Inform Landscape Architect of unforeseen obstacles which may affect the locations as shown on the drawings. Contractor shall contact Landscape Architect for approval of all staked plotings prior to installation. B. Plant trees and shrubs, rotating as necessary for best appearance from the predominant viewpoint. C. Lay out shrub beds, scaling the locations and dimensions of each bed, following , the configurations indicated on the drawings. Adjust the bed dimensions to the quantity and spacing of rlonts shown on the plant list or scaled from the drawings. Inform andscope Architect of significant discrepancies between plant bed dimensions and plant quantities. D. Plant shrubs and annuals, maintaining uniform spacing as indicated on the plant list or scaled from the drawings. E. Distribute or dispose of excavated soil from planting holes, maintaining the desired finish grades. F. Lay sod on fine -graded, moistened soil, without gas or overlaps. Tamp or roll to provide firm contact with soil. Sod line at plant beds shall be cut to the configuration and dimensions shown on the drawings. A minimum dimension shall be maintained between plants and sod equal to one-half the plant spacing, measured from the center of the plant to the edge of the sod. A circulor ring of 12 inch radius shall be maintained free of grass around trees within sodded areas. G. Apply fertilizer tablets, equally distributed around rootball at a depth equal to one-half the rootball depth. Appply granular fertilizers to sod and bedding plants. Sweep fertilizers from wolkwoys to avoid staining. H. Saturate soil thoroughly during and after bockfilling of plants, and after loying of sod. I. Apply a la er of mulch, minimum 3 inches after settlement, to all plant beds and �ree rings. J. Stoke and guy all trees securely. Attach white surveyor's ribbon to all guy wires adjacent to pedestrian areas. SYM QTY BOTANICAL NAME COMMON NAME IAE/65 66 Ilex x ottenuoto 'East Palatka' East Palatka Holly LIB/30 19 Logerstroemio indica 'Basham Pink' Bashom Pink Crope Myrtle LJ/65 28 Ligustrum joponicum Ligustrum Tree QV/100 216 Quercus virginiono Live Oak SP-12 78 Sobal Palmetto Cabbage Palm UPD/65 16 Ulmus porvifolia 'Drake' Drake Elm SHRUBS/ GROUNDCOVER SYM QTY BOTANICAL NAME COMMON NAME DVA/1 1808 Dietes vegeto African Iris GG/3 323 Golphimia gracilis Thryallis HRS/3 30 Hibiscus syriocus Rose-of-Shoron LCG/1 685 Lantana Comoro 'Gold Mound' Gold Mound Lantana LEG/1 7295 Liriope muscari 'Evergreen Giant' Giant Lilyturf PAL/3 757 Plumbago ouriculato Leadwort RIA/3 5459 Rhaphiolepis indica 'Alba' Dwarf Indian Hawthorn TA/1 1183 Trachelospermum asioticum Dwarf Confederate Jasmine TV/1 3025 Tulbaghio violacea Society Garlic VO/3 2238 Viburnum odoratissimum Sweet Viburnum VO/3A 359 Viburnum odoratissimum Sweet Viburnum VO/7 184 Viburnum odorotissimum Sweet Viburnum SFS/0 Stenotophrum secundatum 'Floratom' St. Augustine 'Florotom' Compliance Summary CODE Parking 265 Spaces at 1 tree per 4 spaces = 66.3 or 67 trees 50% of landscape area in shrubs and groundcovers North Buffer - Residential (includes existing drainage ditch) 1,291 If @ 2 shade trees per 100 If= 25.8 or 26 trees 1,291 If @ 3 understory trees per 100 If= 38.7 or 39 trees Sweet Viburnum hedge South Buffer - Industrial 1,045 If @ 2 shade trees per 100 If= 20.9 or 21 trees 1,045 If @ 3 understory trees per 100 If = 31.4 or 32 trees Sweet Viburnum hedge West Buffer - Conservation 370 If @ 2 shade trees per 100 If = 7.4 or 8 trees 370 If @ 3 understory trees per 100 If = 11.1 or 12 trees Sweet Viburnum hedge Public ROW 2' Beim 40% of frontage 661 if @ 2 shade trees per 100 If = 13.2 or 14 trees 661 if @ 3 understory trees per 100 If = 19.8 or 20 trees Sweet Viburnum hedge on berm Building Perimeter - 7 Buildings Office Building 260 if @ 1 tree per 301f = 8.6 or 9 trees Shrubs 50% of landscape area Exitsing Building 1,410If @ 1 tree per 30 If = 47 trees - Shrubs 50% of landscape area Building 7 - 601f @ 1 tree per 30 If = 20or 20 trees - Shrubs 50% of landscape area Building 6 - 680 If @ 1 tree per 30 If = 22.7 or 23 trees - Shrubs 50% of landscape area Building 4 & 5 - 880 If @ 1 tree per 30 If = 29.3 or 30 trees - Shrubs 50% of landscape area Building 2 & 3 - 8801f @ 1 tree per 30 If = 29.3 or 30 trees - Shrubs 50% of landscape area Building 1 - 7601f @ 1 tree per 30 If = 25.3 or 26 trees - Shrubs 50% of landscape area COMPLIANCE SHOWN SPECIFICATIONS SPACING 65 gal; 10' x 5 '; 2" dbh AS 30 gal; 7'-8 x 5'-6'; 3-4 1" dbh cone3S 65 gal; 9'-10' x 7'-8; 3-4 1" dbh cars 100 gal; 14'-15' x 7'-8; 3" dbh AS 12' C. T. AS 65 gal; 13'-14' x 9'-10; 2" dbh AS SPECIFICATIONS SPACING 2-3 PPP 12" O.C. 3 gal, 24"x24" 30" O.C. 3 gal. 24" O.C. 1 gal; 12" spd 18" O.C. 1 gal; 12" ht.; 5-7 PPP 18" O.C. 3 gal; 12"-15" spd 24" O.C. 15"-18" spd 24" O.C. 1 gal; full 18" O.C. 1 gal; full 18" O.C. 3 gal; 24"-30" x 24"-30" 36" O.C. 3 gal; 24"-30" x 24"-30" 30" O.C. 7 gal; 42"-48" x 30"-36" 24" O.C. All areas except retention pond 50 Shade(72%) and 19 Understory(28%) Trees 50% + 21 Existing Trees/5 Proposed Shade Trees 40 Understory Trees Sweet Viburnum hedge 4 Existing Trees/17 Proposed Shade Trees 32 Understory Trees Sweet Viburnum hedge 9 Existing Trees/6 Proposed Shade Trees 12 Understory Trees Sweet Viburnum hedge 40% + 4 Existing Trees/l8 Proposed Shade Trees 26 Understory Trees & 4 Canopy Trees Sweet Viburnum Hedge 9 Understory Trees 50% + 48 Understory Trees 50% + 4 Shade and 16 Understory Trees 50% + 6 Shade and 17 Understory Trees 50% + 12 Shade and 18 Understory Trees 50% + 12 Shade and 18 Understory Trees 50% + 9 Shade and 17 Understory Trees 50% + to•zy-aq ASLA #0001367 0 Cc .8g a ■® Co`'y�a C c¢; N Ci 3 3 O N 3 N X 0 NOTE: CABBAGE PALMS SHALL BE HURRICANE CUT TO REMOVE ALL FRONDS. CUT THE LEADER OR CENTRAL BUD BACK, LEAVING ONLY SECTIONS OF THE FRONDS CLOSE TO THE PALM NUT. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. SOIL BERMS ARE TO BE CONSTRUCTED AT RIGHT ANGLES TO THE PLANT OR IN THE POSITION WHICH WILL MOST EFFECTIVELY RETAIN WATER AT THE BASE OF THE PLANT. PALM PLANTING S-0 TREE PIT 2X ROOTBALL DIA. SCALE: N.T.S. NOTE: ARBOR TIE (STAKING COMPONENTS MANUFACTURE BY STAKING SYSTEMS INC. OR APPROVED EQUAL>) NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION PREASSEMBLED PALM SAVER COLLAR BY STAKING SYSTEMS INC. OR APPROVED EQUAL. 3 — 2" X 4" PAINT BROWN. 3" MULCH MIN. (TYP.) 3 — 2"X4" STAKE PAINT BROWN (TYP.) SOIL BERM 6" (TYP.) UNDISTURBED SOIL PREPARE PLANTING SOIL AS SPECIFIED HAND TENSIONER CABLE LEADER D3 FOUNDATION PLANTING S-0 v� O� DPLANT SPACING DETAIL S-0 PLAN VIEW OF STAKING 120° 120• 120• NON —SLIP KNOT SET TOP OF ROOT BALL 2" ABOVE FINISH GRADE 3" MULCH MIN. (TYP) SOIL BERM 6" (TYP.) COMPACTED SUBGRADE PREPARED PLANTING SOIL AS SPECIFIED NOTE: ARBOR TIE STAKING COMPONENTS MANUFACTURED BY STAKING SYSTEMS INC. OR APPROVED EQUAL. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. TREE PIT 2X �I ROOTBALL DIA. 2 TREE PLANTING DETAIL (15 TO 30 GAL.) LS-0 SECTION SCALE: N.T.S. 4 SHRUB AND GROUNDCOVERS DETAIL SCALE: N.T.S. LS- O SCALE: N.T.S. ALL SHRUBS/GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR (O.C.) SPACING. 18" MIN. SETBACK FOR SHRUBS 12" MIN. SETBACK FOR GROUNDCOVERS CURB / EDGE OF PAVEMENT/ BED LINE SCALE: N.T.S. NOTE: THE PERIMETER OF ALL CURVED PLANTING BEDS SHALL BE PLANTED WITH A ROW OF SHRUBS AS SHOWN IN THE PLANS AND AT THE SPACING SHOWN IN THE PLANT LIST. INTERIOR PORTIONS OF EACH BED SHALL BE PLANTED AT APPROPRIATE SPACING ACCORDING TO THIS PLANT SPACING DETAIL. CONTRACTOR SHALL TREE PIT ASSURE PERCOLATION 2 X ROOTBALL OF ALL PLANTING PITS PRIOR TO INSTALLATION 0SCAL7 TREE PLANTING DETAIL (MULTI -TRUNK) S- O E: N.T.S. G G PLAN VIEW OF STAKING �y 2" DIA. X 8' LONG LODGE POLE PAINTED BROWN SET TO OF ROOT BALL 2" ABOVE FINISH GRADE 3" MULCH MIN. (TYP.) SOIL BERM 6" (TYP.) UNDISTURBED SOIL PREPARE PLANTING SOIL AS SPECIFIED LODGE POLES EXTEND 2' INTO UNDISTURBED SOIL E BARK NUGGETS, 3" MIN. (TYP.) L BERM TO HOLD WATER, 6" TYP. ISH GRADE, SEE GRADING PLAN MIN. DEPTH OF PLANTING SOIL GROUNDCOVER BED SPARE PLANTING SOIL AS SPEC'D. EN GROUND & SHRUBS ARE ED IN MASS, ENTIRE BED TO BE �AVATED TO RECEIVE PLTG, SOIL & PLANT MATERIAL, AS SPEC'D. NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS / BEDS PRIOR TO INSTALLATION )OT BALL 2" ABOVE FINISH GRADE. 2" DIA LODGE POLE PAINTED BROWN MULCH, 3" MIN. (TYP.) SOIL BERM 6" (TYP.) FINISHED GRADE (SEE GRADING PLAN) PREPARE PLANTING SOIL AS SPECIFIED LODGE POLES TO EXTEND 2' INTO UNDISTURBED SOIL {� �ZsS'•0 BRUC . H ASLA #0001367 DA TE: X CO .I 5 TRASH RECEPTACLE BENCH PAD 1 �3 FOUNTAIN m 4 BENCW SCALE: 3/f =11-V FOUNTAN SCALE: N.T.S ma t 5 TRASH RECEPTACLE SCALE: N.T.S HS-01 SCALE: N.T.S SCALE: N.T.S SYM ITEM SPECIFICATIONS BENCH TYPE: CY4215 - 6' ADD - ON BENCH - SLAT A COLOR: BLACK FINISH: POWDERCOAT SOURCE: WABASH VALLEY - PH: (800) 253-8619 BIKE LOOP TYPE: BLIOIN - 36" BIKE LOOP - SURFACE MOUNT O COLOR: BLACK FINISH: POWDERCOAT SOURCE: WABASH VALLEY - PH: (800) 253-8619 FOUNTAIN TYPE: ALABAMA FOUNTAIN C COLOR: WHITE FINISH- WHITE CONCRETE SOURCE: UNIQUE STATUARY - PH: (800) 908-5958 TRASH RECEPTACLE TYPE: LR2005 - 22 GALLON RECEPTACLE - SLAT p COLOR: BLACK FINISH- POWDERCOAT SOURCE: WABASH VALLEY - PH: (800) 253-8619 NOTE: CONTRACTOR MUST SUBMIT SAMPLES AND/OR OBTAIN SHOP DRAWING APPROVAL FOR ALL FINISH SCHEDULE ITEMS. BRA C. 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TyI?e SLA'HS POLE SHALL BE'RPSQSERIES Manufacturer ULS CO: SQUARE ST.EEl:,:25 FT AFG Catalog # RPSQ 25=4-7 TO BE PAINTED BLACK Voltage 040scahlflrtft r Atii)rlta +i t i if l.s?u.Y'att:W#f3. •. f4bt£ P++P os ,; * .fist;€c Orxyfie, * .fi)Nltr%r "o OriY isrsslfi ,o .t:?tik':CtU •-v'eX3 * ,r')uef)s3S;trk, a 'T' tt) pa a ;Vs)u't t�r21:2t ii<3H m vtsvuL4':s,r:aa,WIicihtin<,r. eqM '.'...::. i ..:.:;'::':' : ;' ­14. rn. :.:, .. . 2 1').3;r3fa.�Nkk:#Ivt„cW.iiaxi�n-:, i 1i€?ii?1. C9 . . . l:s`l:':32£a)'o?<l 3r)>�*,it�" l; �;': SIY"T:1--Y7f)T£ PM6Shmft'Spf elf1mviorts' Base Plate06ver Time tole shaft'Is' a + he-.P1dR Ahill bass. ovver is's4ppIlod. The, base_:cover coet_truction, fabdaa�d fr&rIA wetda€ile. is n!" ai'autoniotiv*e structural grade .:ABS oracle carbon swo l str.yotural tf3Lint plast# - Wth: UV inhibitor to al)rrtlnate color IN-ay'ing a'unifuhi! nra ).thiclness. The fading. It.is rust proof and h. rnpar rasisfaflt: pole, shaft material shall confotm to ASTM. 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'f3 *4n,3 -.:Jsit - w\ i)bet%fi3)Wf 15.h,�t 'r <i Job -Name It X sV'ARE-40USE REQUIRED INFORMATION Type SLAT H$ POLE SHALL BE PS SERIES Manufacturer BETALTG 8OUARE STER.. 25 PT AP cataliog# am:AL`s4 Li r, 2,.wviH FIXTURE SHALL H%; E-INJTERNIN, HOUSE $IpE Voltage .WELD so-so ta[PoiFiAi AtF• ;fiss, tt siN-t:...tits+s rf a4 * Few, i t•}rtx *Ai*ijs w.&>�, ►.#, Jim a t'3t sr,'O r Nf.if '� r�r�s * ::v1b<h-,tser:cs r' T'W + �'+ .: l resist F,M, *$ # , if. )TD' m .searoli;.siltiIA,Con 1. „\ ' \ \` �\, `\, ,\ „ \ ^i.. r\ ,\\ , ,\\, \to \, \i\ \\\ .\\ , \ ,\ \ : .,\,,, r ,Jeto<r.f.'as;ztlrF :Y rr>tt.,,.r, 33<14 -':1 ? ;•SS'-.9 - x3 _ F.:.f _ .. %::::'%i3EEy }:: M � -:- \..�\ a-....,.... e.....- _, \:.... I, „ h .: 111 g1j y .'a ; bit<.,;` s> ; -;;. >? < =><r ;'.;:»3>z :' :: },. :..:.,..., . ,: , f ::£.. :f)it .3. �i ::t• . .,.33'.}«rt,,.fa�nit" >r{ ` �,$fY `' '"'s i° tr.' ..,ti;,;;,i.,s AWA*:i? .tEI.Uff£9kas.-,M)�:',}�I:f:, M3. 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H Ta 260N1H FIXTURE wi ALL BE A; TWIN M70 1aa'1 iDt OREES Volta," i r\E , tEs & F;s#;.s:sis>;n`Ok) .wt. fslrsss� . ,cr...-,Its<sc., . * .a,iy;r.e rt £:b,.:trir:) 4 r „r.r.s. iYf„i .4 Txi'--Wilwssss.\� * "rsxs i1,s> •* L4(eci , ,sa,).xxttsisf: T hv,v.sc,iCL-,Ii'g'itiiig,a;z:!r1 . 4 . ... ..... I. .. ... ............ .. ....s.,��I -ji :''.: p�R:_.::_,:.:...,::4,.,:_ a o. 'AR: . 7��S�r" D ),'".t + : x% ; ." _ t l S. ... :,....: .: < , : pale; shafs.SPee£ficatioti.s, mase'.Piate:aver Thy pule: shaft !s a I;rtw I-Plecf? A full baso 6&vw it :>U '51.2#ftifl,'T€f& 58 CpQr�'ftar Gonstrucdon..fabr#Gated f3'om a Weldzib1.le is rnaadiI Of autQindt[Ve St uatUtel' 9 raili?':r),?L€✓�>S C,fnade' 6` w Stee) sVucidfal lubih plastic with UV iilbibltor'ti'�'t' hhrifniatq color €faviiio'a, unifdriil >,?IA fhickness, This fadiiaq. It is'ruMt proof'a d t-6rh.00r r6aistant, oo€e shaft rrIatatta#. shall conform to X` 'f•�1€'A-600 C,rcade, $MI,klZ .cZ''mif1in'11, m y,iiAd strongth.:vf'A0:0 0"p�s : The pole t. shaft as .€u €•lf� ' € Io ' ' till � € f h a n €t rs )tu ?cf I nisi is <. re�luf :3 '# . 41 Ce �w81J.a�td Sa ifE?i C?3.f?Y{ .g care' 4 y . , In Oros& -.section Wth'.f lat. s3ides,: p.Mal# 00rn,_- eadl). iyd ex, !Iart tors fuial - pro ' f� roes. .P #� . . :Squat . trgdght Steel Poles f4:auui(y c,�, a u.x c `E'ti rn lxittai.itiesN-i i. +al":. r3 1 a. `:�' �iL:l d Pa:: ( �a.' 6 t. �tlaca Fltga Sti Iib. jj t 1 ) 7 4 EZ .. 25: f3 a i [ .. 2G.S' YS: :'£:. y" i 1 1 r s.,) ` 4 I .�.X..),II •r s= t�'x.it�':f...> a - 2 .i. € 2tt.5' 1 „•S , .2 53:4 . k ?- ., :^ 'r :x" . '1 ' T t r" fi .?.l-f)..d 1 4 - 1 I � i. I- 2. .0\£0�f;7fs n C C I RP i:i,fii" #. Ef.,.i';3 w € � i'1 ,F "'C " � Y. .,.G ' U: N r . ,- ...-}.I t^ila;sW .3 8-4�.f I. 1 A" ' .: '3 € # 1 t) L., . T:l.. r:' I 1.1 r .. t7.) ' ' : 75'X:28 ';.0 x'1i? X rz. 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I NEE OR GROUPS OF TREES TO FMMAIN ^A ( I I TREE PROTECTION BARRI%o,mDE MR WX WAREA AFW= EACH TREE TO IWEMAN 2 x 4 RALS 4 x 4 PM6 SCALE: N.T.S. : I ____1 , : - I : : - . d d = x I " 5, : : LOTT JOHNNIE PAUL JR 112 INT � 11�1 : : : BELINDA L FLEMING FAMILY TRUST 112INT : : A-1 . c -A HALL' �,v`.C)� BR C . ASLA #0001367 DA TE. 0 1� >< 11 co - �& k� 0 QcO 0 N '11:1 � � I f_n Z .. Z C-)0 U Q: uj - I C3 F� - - - I 1 Q0)2I0(0:, ,) 4 : 'a cr . . Q) : , 0 Q) %.. 6 0 Q Q 0 ��& ///I . x * — — — — — — — — — — — — — 11/2' �. A — 2' Aik I AL3/4' I - A i I AIL 3/4' At1' � A ZONE ZONE AL, % .. — .. . .. ZONE . ON — —. .. .. 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Oumm_ • O H I D O D 1 1. .. , 2' H H H 1 1/,4`-Fib H 3/ ' H M H W W 3/4' U W W W� UJ� W W Ic Wx u 1' W W/r W W 3/4' W W/ G OLB + + 1 1 4 + + G C 11/2 �3/ Wes- W/ W W W I. cn W w- w - �Ai - W t •: W w I' w w W- F, 4 .. rr I I II i 1„I: 34 W 2 H 3/4' .Y Il.'.alU.:... •.lU '1ilY.'. + W W W w 2 1 1 1/4' Y Y Y w W W X W H _ 2 1/2 ` D D ZtiN£ 1 1/2 i 4' SLEEVE O D �, O \\\ })H F P • �$ _ _.g .. ;,, u, t: ' :d •. Da '..'D�' F•'.• F _ 3/4 D 2 (o6 3/4 • 11 -_ H O ' • 3/4 12 r • '• 3' SL EYE I I D P J D "`"E2 ° �" L7' P P U 3/4' 6 S M U N � W j NJO U •� � N D Z U 00 N N L 0) C) d- W J Q O � 0 LLJ (� Q LLJ X � O J � O �X .: j af� -..W '1 '.\W`1.1l4'•10- -Aff' %•-W.t 1R: I 3/4' �• OD D .7' F F D H + -- /4' I L - D O fi p F W Y W W W _9_. Y F F :� T IPLE a K 0 u H ( 9 OAK D + 3/4' C H 2' SLEEVE + 16 li1 OAK ( I x x H 1 + xxx IS :�3/4' 10.0' 23 OAK + + + ZONE Nif+ +% _ 98 j:� 4 10AHam 41W AK x 14 PINE xxx0 11/2, 3m ZON 8 OAK Oxx U P 't y 21 SL °EVEWIN j 10 Oi . x x 12G 1 ` H I' 2' �ro F D %�0.0' w x ii" �--, H H H f� W 314 H 1' 3/4' F v ,� — --rj F � • ' IN 20 tAi IN O 1 t I n 3 4' " _ IL GUM +++ ++ ++ + + �J � �� 3/4 �• r ++ + +++++++ /2 1' 4' 1 'rz 0 15 30 60 NCRTH SCALE 111-301-01 P N O �\\ 1 1/4' - � AA AA/AAr\/.A•AIA/A�1 AAf\ �I ZONf wx 21 3/4- F JONC 21 41 21 go %s pwr l4•f\AE! AES A SRA�Al+�F1L�f 4 - Q+ - - - Esc-..�.- - Vv��/���A�e ��'•- - © - F u IE l u 3/4' 2'SLEEVE u 0 W W 3/4' W W/ W 'NU D i ) W W W W w .. F Q W z = 463.9' u F- c� G .,, W Gsp 1 I �I •� I � 1 I 1 22. 8' I I I I I 4 `•. 1 • a• 1 1 � CAi: 1 G t' "• 1 j 1I I�- 41 1 000 1 1/4' 1 11 1 1 1�� A 1 - .. 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AAA/ I ea e� LEGEND ® RAIN5IRD 1806 SERIES 6° POP-UP SPRAY HEAD SEE NOZZLE CHART FOR SPRAY PATTERN ® RAIN51RD 1612 SERIES 12' POP-UP SPRAY HEAD SEE NOZZLE CHART FOR SPRAY PATTERN A RAIN5IRD PA-86 SHRUB SPRAY ON RISER SEE NOZZLE CHART FOR SPRAY PATTERN e RAIN5IRD 1402 5U55LER, 0.50 GPM HUNTER PGJ-Oro (2.0 NOZZLE) (6' POP-UP) PART CIRCLE ROTOR HEAD 2.0 GPM, 21' RAD IUS HUNTER PGJ-06 (3.0 NOZZLE) (6' POP-UP) FULL CIRCLE ROTOR HEAD 3.0 GPM, 30, RADIUS HUNTER PGP-ADJ-6 PART CIRCLE ROTOR HEAD (2.1 GPM) 40' RADIUS HUNTER PGP-360-5 FULL CIRCLE ROTOR HEAD (5.5 GPM) 46' RADIUS RAIN5IRD PES5 SERIES ELECTRIC VALVE SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN AN AMETEK VP-12A VALVE BOX. - - - - - - CLASS 200 PVC MAINLINE-2 1/2' CLASS 160 PVC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOWN. (3/4" MIN.) SCHEDULE 40 PVC SLEEVE. SIZE 2 TIMES THAT OF PIPE SIZE SHOWN. CONTROLLER - RAIN5IRD ESP-40MC, 40 STATION WALL MOUNTED. INSTALL WITH A MINI-CLIK II RAIN SENSOR. GROUND WITH A V MINIMUM COPPER CLAD ROD. SLEEVE TO AS REQUIRED. SEE PLAN FOR LOCATION. POINT OF CONNECTION TO POTA5LE WATER 2° METER WITH 2' SERVICE LINE, PROVIDE APPROVED SACKFLOW PREVENTER. SEE ENGINEERS PLANS FOR EXACT CONNECTION LOCATION. NOZZLE CHARM LETTER MODEL GPM AT 30 PSI RADIUS PATTERN A 1800-15F 3.1 15, FULL 5 1800-15TQ 2.8 15, THREE QTR. C 1800-15TT 2.5 15' TWO THIRD D 1600-15H l.g 15, HALF E 1800-15T 1.2 15, ONE THIRD F 1800-15Q 1.0 15, QUARTER G 1800-15EST .61 4' X 15' END STRIP 14 1800-1555T 1.2 4' X 30' SIDE STRIP J 1600-12F 2.6 12' LOW FULL K 1800-12TQ 2.0 12' LOW THREE QTR. L 1600-12TT 1.-1 12' LOW TWO THIRD M 1800 -12 H 1.2 12' LOW HALF N 1800-12T .8-1 12' LOW THIRD P 1600-12Q .65 12' LOU) QUARTER R 1800-10F 1.51 10' LOW FULL S 1800-10H .-I9 10, LOW HALF T 1800-10T .52 10, LOW THIRD U 1800-10Q .39 10, LOW QUARTER V 1800-8F 1.6 8' FLAT FULL W 1800-SH .19 8' FLAT HALF X 1800-6T .52 8' FLAT THIRD Y 1800-SQ ,39 8' FLAT QUARTER Z 1500-514-5 1.0 5' HALF 5U55LER 0 5 30 ,0 SCALE0O NORTH W J O J � � � O U O � W O Lij cr� O LL- X 0o cS ^� 5 Lu � -S s G Q Q � 00 I N IINI 14 OAK 14 PINE / +xxx I' � � � x : c� � (D 2' SL :EVE - ,■■ . j.9 8 OAK xxx 1 L� I' = 2 66 F ■ 10 0 x j z`�i � H�� H {.} 3/4' H 1 3/4 F P • .. 14 R AK xX 127 �i IN 20 A 1N 34 �+ ><%*x 12c� * 1/2' %% - GUM n / 1' 11/4' I1/4' _` 1 1/4' _, C 3/4' 1/222' GPM 14 01 1 i/4' 1 1/2'NONE 00 + i4 + H H H H H H 3/4' H H H H H 1' H H H H H H 1 1/4' H I{ H H /2' H 2' 2' Ij I WA UP. I I L%1 T _ ■ 1 - IN V �� O N2 /2' E + + 2 39 2 1 1/4' 2 21/2' _ + + O+ 2, /4' I I� D I' D P W E -I-1 U 57 H/ H H D p ,-� ' -11 ATCHLINEC' 1/4'000 i I L---I v1 00 F- - - - - - - - 00 0 J - Q I I I I EI FX Warehouse Usage Calculations (Controller Station Type Total GPM "Precipitation Rate Application Rate Run Time/week (min.) Gallons/Week Water Use I 1 Shrub Spray 73 1.6 in/hr 0.75 in/week 30 2,190 Low 2 Shrub Spray 74 1.6 in/hr 0.75 in/week 30 2,220 Low 3 A and B Rotor 73 0.4 in/hr 0.8 in/week 120 8,760 High 4 Shrub Spray 72 1.6 in/hr 0.75 in/week 30 2,160 Low 5 Shrub Spray 71 1.6 in/hr 0.75 in/week 30 2,130 Low 6 Shrub Spray 71 1.6 in/hr 0.75 in/week 30 2,130 Low 7 Shrub Spray 72 1.6 in/hr 0.75 in/week 30 2,160 Low 8 Rotor 72 0.4 in/hr 0.8 in/week 120 8,640 High 9 A and B Shrub Spray 69 1.6 in/hr 0.75 in/week 30 2,070 Low 10 Shrub Spray 74 1.6 in/hr 0.75 in/week 30 2,220 Low 11 Rotor 66 0.4 in/hr 0.8 in/week 120 7,920 High 12 Rotor 74 0.4 in/hr 0.8 in/week 120 8,880 High 13 Shrub Spray 66 1.6 in/hr 0.75 in/week 30 1,980 Low 14 Shrub Spray 74 1.6 in/hr 0.75 in/week 30 2,220 Low 15 Rotor 69 0.4 in/hr 0.8 in/week 120 8,280 High 16 Shrub Spray 70 1.6 in/hr 0.75 in/week 30 2,100 Low 1 17 Rotor 69 0.4 in/hr 0.8 in/week 120 8,280 High 18 Shrub Spray 75 1.6 in/hr 0.75 in/week 30 2,250 Low 19 Shrub Spray 73 1.6 in/hr 0.75 in/week 30 2,190 Low 20 Rotor 49 0.4 in/hr 0.8 in/week 120 5,880 High 21 Shrub Spray 47 1.6 in/hr 0.75 in/week 30 1,410 Low 22 Rotor 62 0.4 in/hr 0.8 in/week 120 7,440 High 23 A and B Shrub Spray 54 1.6 in/hr 0.75 in/week 30 1,620 Low 24 Shrub Spray 71 1.6 in/hr 0.75 in/week 30 2,130 Low 25 Shrub Spray 75 1.6 in/hr 0.75 in/week 30 2,250 Low 26 Shrub Spray 46 1.6 in/hr 0.75 in/week 30 1,380 Low 27 Shrub Spray 47 1.6 in/hr 0.75 in/week 30 1,410 Low 28 Shrub Spray 70 1.6 in/hr 0.75 in/week 30 2,100 Low 29 Shrub Spray 68 1.6 in/hr 0.75 in/week 30 2,040 Low 30 Shrub Spray 71 1.6 in/hr 0.75 in/week 30 2,130 Low 31 Shrub Spray 71 1.6 in/hr 0.75 in/week 30 2,130 Low 1 32 Shrub Spray 73 1.6 in/hr 0.75 in/week 30 2,190 Low Totals.2,1.6........ :.........................1,680...................................112,890..................................................... :........ ............ ................................. :...................... ............................::................................: :Gallons per day = 56,445 (2 days per week) :...................................................................................................... .................................................. :................................................................................. :...................................................<........................................................................................................:.......................................... ...................... I ......................................................... .................................... .: ..................................... ................................. :Gallons per month=489,190 ................................................... .:......... ................................................ .....:.........................................;............................................ Tofal Average Gallons per year=5,870,280 ALL VALVE BOXES SHALL BE MARKED WITH THE WALL OF BUILDINCs ZONE NUMBER AS PER INSTRUCTIONS BY THE I I �,� WALL OR STRUCTURE LANDSCAPE ARCHITECT. 12' VALVE BOX FINISH GRSHRUB ADAPTER AND ADE NOZZLE. SEE NOZZLE CHART. WATERPROOF CONTROLLER �- INSTALL RISER 4' ABOVE 6' MIN. CONNECTORS INSTALLED PLANT MATERIAL EXPANSION SURGE j LOOPS I 1 PAINT RISER BLACK VALVE 45 45 PVC SCH. 40 RISER SIT�tCsLE THROW 1 C CON UIT TO Pv D ULTRAVIOLET PROTECTIVE ` r•`eLl ,'`�. :�^-` `.'.• AMP SWITCH - START OP THE MAINLINE PVC CLAMPS III V?I�7 -+ Y 4�L� TO LATERAL LINE BASE TEE MAINLINE # �( PLACE CONTROL - WIRES UNDER MAIN ELECTRICAL VALVE. ELETRICAL CONDUIT 120V. POWER WIRES CO TROLLER DETAIL WOOD DOWEL-- \- FINISH GRADE \_P`VC TEE OR ELBOW 5HRU5 RI,5ER DETAIL 1 3/4' D it' 1/4' 0 15 30 (00 NORTH SCALE 111=30'-0° SIDEWALK, CURB- ETC - FINISH GRADE PVC FLEX PIPE USE 1/2' ON SPRAY HEADS 3/4' ON ROTORS MIN. 16' LENGTH PVC TEE SXSXS OR ELBOW LATERAL LINE -\ SPRINKLER NOZZLE 6 ■ SEE CHART BODY ASSEMBLY PVC STREET ELL HEALD DETAIL W W W W UJ V4! W W W W, W W I,�W` W W W l----,W W l 0 I'm P �"" H LI E B' t t T 3/4' �-� /M '/f�IAA: l..AA.t�I AAA.f►/� \,HJ/�� A i. l.AAA/\A GsENERAL NOTES 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE AND SHRUB LOCATIONS. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 24' OF COVER AND ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF IS' OF COVER 3) ALL POP-UP ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING AN 18' PVC FLEX PIPE CONNECTION. CONTRACTOR SHALL NOT USE FUNNY PIPE. 4) PIPE SIZES SHALL CONFORM TO TH05E SHOWN ON THE DRAWINGS. THE SMALLEST LATERAL PIPE SIZE TO A SINGLE SPRAY OR ROTOR HEAD SHALL BE 3/4'. 5) ALL RISERS SHALL BE STAKED WITH A 1' WOOD DOWEL AND SECURED WITH UV RESISTANT PLASTIC CABLE TIES. RISERS AND SHALL BE PAINTED FLAT BLACK (o) ALL REMOTE CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 1) ALL RISERS SHALL BE INSTALLED 12' FROM ANY WALL AND A MINIMUM OF 36' FROM ANY SIDEWALK, PATIO OR ROAD. 8) THE EXACT HEIGHT OF ANY 12' POP-UP THAT 15 SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 9) CONTROL WIRE SHALL BE 14-1 OF DIRECT BURIAL, COLORED RED FOR CONTROL WIRES AND WHITE FOR COMMON WIRES. NO CROSS CONNECTION BETWEEN CONTROLLERS SHALL BE ALLOWED. WIRE SPLICES SHALL BE MADE ONLY IN VALVE BOXES USING RAIN51RD 'SNAP -TITS' CONNECTORS. 10) ANY PIPING OR VALVES SHOWN OUTSIDE THE PROPERTY LINE OR OUTSIDE OF A LANDSCAPE AREA 15 SHOWN THERE FOR DESIGN CLARITY ONLY. ALL PIPING AND VALVES SHALL BE INSTALLED ON THE PROPERTY AND WITHIN LANDSCAPE AREAS. 11) IT 15 THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH, AND EXERCISE CARE SO AS TO NOT DAMAGE ANY EXISTING BERMS, WALLS, STRUCTURES, PLANT MATERIALS AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OR REPLACEMENT OF ALL ITEMS DAMAGED BY HIS WORK HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF SLEEVES AND PIPING THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 12) DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION 15 NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS. 13) THE CONTRACTOR SHALL FURNISH AND INSTALL AN APPROVED BACKFLOW PREVENTER AND ALL OTHER EQUIPMENT REQUIRED FOR POTABLE WATER CONNECTIONS PER ALL LOCAL CODES AND REGULATIONS. 14) FINAL LOCATION OF THE AUTOMATIC CONTROLLER(S) SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 15) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION. (BY OTHERS. NOT A PART OF THIS CONTRACT) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL CONNECTION FROM THE JUNCTION BOX TO ALL EQUIPMENT. 16) THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES TO PROVIDE OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. IN ORDER TO ACCOMPLISH THIS, THE CONTRACTOR MAY SUBSTITUTE VARIABLE ARC NOZZLES IN PLACE OF THE SPECIFIED FIXED ARC NOZZLES WHERE NECESSARY. PRESSURE COMPENSATING SCREENS MAY ALSO BE USED TO REDUCE SPRAY DISTANCE. 11) THE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL PREVAILING LAWS, CODES AND REGULATIONS. 18) ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. THE CONTRACTOR SHA A - 19) E RA R LL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE MYLAR SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE AS -BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 20) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 21) SLEEVES SHALL BE PLACE UNDER PAVEMENT AS SHOWN ON PLANS AND SHALL BE A MINIMUM OF 2X THE 51ZE OF THE IRRIGATION PIPE. 22) ALL SPRAY HEADS IN THE ROW SHALL BE EITHER W OR 12' POP-UP AS INDICATED ON THE PLANS. NO RISERS ARE PERMITED IN THE RIGHT-OF-WAY. 23) CONTRACTOR SHALL PERFORM PRESSURE AND VOLUME TEST ON IRRIGATION WATER SOURCE OVER A CONTINUOUS 24 HOUR PERIOD PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WORK. SHOULD THE AVAILABLE SUPPLY NOT BE ADEQUATE TO MEET THE DEMANDS OF THE IRRIGATION SYSTEM AS DESIGNED THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION FOR DESIGN MODIFICATIONS. 24) CONTRACTOR SHALL INSTALL PURPLE PIPE AND IRRIGATION EQUIPMENT INDICATING THE USE OF RECLAIM WATER FOR IRRIGATION AS REGULATED BY ALL LOCAL AND STATE REGULATIONS. 25) CONTRACTOR SHALL PROVIDE AND INSTALL ALL POINT OF CONNECTION EQUIPMENT SUCH AS, BUT NOT LIMITED TO, BACKFLOW PREVENTER AND METER AS REQUIRED BY THE GOVERNING JURISDICTION. 14 _/D - III Uj Z J i =U L X O O J QD J O QU) (� U00 N Li d0- J W � Q z � wQ o �z � o, L-d w � 0 U L-L] O � � Q X� �U v � � o v Co s 1 Q oav) a p 19 C a V• n E° n n M M O N 3 V tj T V Q c 0 c. m ac 0 r v 3 n N O M7 r p g W SQ. DECO. VERT. MTL 12 � -- . _ -__ -- ---- — — -- OVER CMU TWEE WALL DECO. MTL SHUTTER VERT. MTL 24' SQ. DECO. --- - T SIDINGi METAL LOUVER __j1 J - r-110,111MMy -W SQ• DECO. VERT. MTL -METAL. CONT. MTL METALLOUVER SIDING ROOFING `GUTTER -IIIIIIIIIII(IIIIiiIIIIIjIIIIIIXI/IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiII�IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII_IIIIIIIIIIIIIIIII. �. IE Im !v:n • •v.a. i•!.e :�.a•` .`,l• r•,r.•; - : }:'F =r..i. • - :. t•JFi ^ 7 r•. i• rY: • F' .f. 4 f . r` •- r'a'' r• .:i •r J .. �ii• { a.,4 •, "-r {k� o ••i r -� 4• • Y.• r: < , �' � T ti• 94r W. CANVAS ROLL -UP MTL STUCCO FINISH , :~ST000O FINISH ENTRY DOOR AWNING OVERHEAD DOWNSPOUT OVER CMU IWEE WALL OVER CMU IWF� WALL DOOR TYPICAL ENTRY WALL ELEVATION SCAM,N•,W ik : ISTUCCO WALLAREA 1,170 SF 25.7% IDECOLOUVERAREA 108SF 2A% (METAL SIDING AREA 3,288 SF 71.9% 1 I TOTAL WALL AREA 4,570 SF 100% 5 •ry wvti v�vwv _mron DECO. MTL SHUTTER OVER CMU IWEE WALL COWL MTL METAL VERT. MTL 24' SQ• DECO. CONT. MTL GUTTER ROOFING SIDING METAL LOUVER `GUTTER IIIIIillllllllllilllllllllllll IIIIIIIIIII ��IIIIIIIIIIIIIIIIIIIIIIIIII�,, i -.•w•ur r7 .rT•c'•.. %:; ,�.�• Mom. IE >- •+Mtn}' rz .• �,. C ,_ i;,�,-. f 7}?i�'�Y, G�'i hi '. "Y•Jii�:: :.'i'rtw� e}w `: YJ"f'y :Js F•.. ;» 1 I;;...s:.`. •":'=:r•.i�'•.'= �f?Lh tt: i-, r'"� y�r.�. -: •�;";� MTL. r � ROLL -UP j 6'-0' W J CANVA81 DOWNSPOUT OVERHEAD DOOR J ENTRY DOOR AWNING 4 �S [24' SQ• DECO STUCCO rMETAL CONT. MTL METAL STUCCO 24' SCE. DECO. METAL LOUVER/CONTROL JT. ROOFING GUTTER ROOFING CONTROL Jf. METAL LOWER IIIIIJIIIIIIIIIIII•III-II�IIIIIIIIII�I'II.I(IIIIII(((�II(I_IiI�IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII_IIIIIIIIIIIIIIIIIIIIIIIIIIIII((IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII_IIIIIIIIIIIIIII IIIII_III�I�1I IIIIIIIIII �IIIIIIIIIIIIIIIIIIII - •r . a t - v . _ LJ�I�LJ. I •;+• +• \ i+'♦' t«:•e>c':• '[ �V>':ti l.: 'mil �.,n-t � ; Y, :••.w^, w, •:,, tw: rr.•,• w y:l: :v,.,v •;� t -.yp as <• �.y _: jai... 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"it`:•:: �� •T•. -N'•• "•a :: :%� \ >'.. 5- 'F.: i :. t: ': +�••i .n•. ♦ .a �.«+. • •..i 't I''. ^•?''•:. •F: ,J fit. _ l a .x"♦ mil. .it f i •Z"T ;?+•• �.. a ... r• L ,•• y ,: -.. .�• • . ,_.i t. a e "" __.-_. __ - ..,. _.__.sh• =... _I ti,},.. ..A. _. _.-<♦e'�_ _.. .. __ .:F._... •:: •.•�..: t. .. - •. _. t. -.. .-..: ,+ti•C 5..;..',}}`t�t,J,2. .4 •,t a,.i>a. :. «fn'. .f STUCCO FINISH \-,c4r x v4r MTL OVER CMU TWEE WALL DECO. M71L SHUTTER DOWNSPOUT 0 agg 19 PUBLIC STREET ELEVATION BCALE: WWI, w 16' H. DECO FOAM ALUM. FRAME 16' H. DECO FOAM FRIEZE BAND FDCED GLASS WDW FRIEZE BAND STUCCO RAISED STUCCO BAND rMETAL LOUVERROL JT. AROUNDWOW. METAL. LOUVER - - S 1 C t r+'r L• :r' .4 �: atc M 'tti= lF,Ti Al .® t®• AROUND WOW. w .:Star`. fire �YS•.'ni<.•'a:a.ti+er YY.1 ALUM. FRAME FDED GLASS WOW. RAISED STUCCO BAND AROUND WDW. MTL v4r x r4r STUCCO FINISH DOWNSPOUT DECO. MTL SHUTTER OVER CMU TWEE WALL �3 ELEVATION WALL AREA STUCCO WALL AREA 1,794 SF W.8% DECO LOUVER AREA 48 SF 1.9% GLASS WOW. AREA 727 8F 26.3% METAL SIDING AREA 0 SF 0% TOTAL WALLAREA 2,569 SF 100% GRAPHIC SCALE 150 75 0 150 300 (IN FEET) I ELEVATION WAIL AREA I STUCCO WALLAREA 407 SF 9.5% 1 ENTRY GLASS DOOR AREA 336 SF 6A% 1 ROLL -UP DOOR AREA 1.645 SF 31.5% AWNING AREA 140 SF 17% DECO LOWER AREA 28 SF 0.5% METAL SIDING AREA 2,579 SF 49A% TOTAL WALLAREA 5,225 SF 100% ELEVATION WALL AREA 8TU WALL 973 SF CCO AREA 4 , 962% DECO LOUVER AREA 252 SF 4.8% METAL SIDING AREA 0 SF 0% } TOTAL WALLAREA 5=5 SF 100% w 911. LLJ LLJ O V O Q N 0 C4 k o Q � O � O J50� MATCHiLEI�0- PLATTED MATCH LI 0o0 o/H Y. PP O/H M �' O f ! O/H .. - K Pao 11�... (• �� ' • • iOSN 0 B N �a' ��• c t32o.o'(DEsc) y L io y 1 TH STREET �--12T a? EAST (DES) N 88'4554' E(F) 1321.26(F) � 0 v (5 ' LATTED R/W) m P 1290.00' (DESC) REC. 5/8" IR ` v 42" HEADWALL • 42' RCP BCM INV.-132.26' 1290.00' (DESC) #4596 30.0 ' REC. 4 x4" CM NORTH NE OF THE S.E. 1/4 OF THE S.E. 1/4 OF SEC. 7-22-28 \N8 5' 54" E (F) 1291.25' (F) �_ ,3?• _ - - - .. �- - REC. AXLE IN BOX (N7 ID) - 131, 132 131 c -- 5 N.E. COR., S.E. 1/4, S.E. 1/4, 131' - =_ 4 ' 60 CUT (No ID) 1.26' i ii 128' 128' 129' 130' _ f ';; BCM , SEC. 7-22-28 - T •126' 126' - 12T - -- _ 134 5 l = 125' 127' - 0.00' 1 a✓ ON 12T - - _ �� _� �_�13�' rn. OFF M / 131' 7,g2. W A0 / ` 128' �G.vu' - �132' _ - - - - - - - 66 S� \\vvJJ _ / OFF IN rx0.6' � `---•-._-_ DRAINAGE EASEMENT PER O.R. 5408, PG. 4921 _ _ - - •- - - .- - .- - - - - - �ry ti^ i 29' / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -\ 1 ,�CI \ io 3 r LESS OUT R R/W I �gh M N� I � 128' 4' C.L.F. `' • ` J� 130 132'� ^ OR /E (rn' ) s I rn 129, � 1. uJ I I NOTE THE SUBJECT SITE SHOWN HEREON LIES WITHIN THE OKLAWAHA o W Y t 4' C.L.F. fp a9a RIVER BASIN AS DESCRIBED IN OR. BOOK 615, PAGE 1690, PUBLIC RECORDS (TYP•) 50.00' v w OF ORANGE COUNTY, FLORIDAT`T1' O \ { r1'` • +tU17UTY MB p 0 �, I U �. 41 \'� ' PAINT ILC LIFT STATION DETAIL W _ MARKING (TYP) NOT PLATTED �? I �w� SCALE: 1 m20' �� CONC. s' z � nt: LAUREL DRIVE co I o RIDGE AVENUE ,;6' W.F. c°py co rn cWi (R/W VARIES I I Z) ) EP 396.00' (F) p �, '-Y SN & MUTTER G.l NOT PLATTED W I = Z ;,�i WV 0 O � O SN �; O R W Ci• � FH'l7 4' CONC. WALK z O W n• c N RWV` ( ,'L+ O K y , Y h p• I a w N 7.4'x5.8' \~ rA CONC. u' TRAN. 0 6g tq i= v ao VALVE BOX DRIVE e z (LOCKED) ❑ 0.1 o p WALL R""'° ,. GRAPHIC SC I v Q m 3 i �� 9.9' _ M 50 0 I 50 100 3 ® Y B op (•� W 1.0'x1.3' CONC. VAULT 12 1��,�h 5' WIR Z WITH METAL LID V u,\ /P FENCE = VALVE BOX (LOCKED) r' C.L.F. ( IN FEET ) RWESSTELIRLY ^? ! ✓ R (9��NT (�) 1 inch = 50 ft. NE DI R �! ° R B�L ;f efM \ C 1g Y ; R •R R fs fs V�E-� rf �� EXISTING RCP 3G. � l i R 5' MC.• C A REC. 2 1/4" IP ' 1 \ G G H o, INV.=129.71 W 0 t25' I 0.2' N., 0.2' E. 3.1'x3.5' NOTE: UNABLE TO GAIN ACCESS INSIDE (NO ID) (WP) O• : 24" URB1 �P LAUREL in , x-� INFORMATION (VAULT WAS LOCKED) SET 1/2" IR BOX O 0• p D N H III VAULT TO DETERMINE BOTTOM &INVERT 0 4' T 1&112 UTILITY 0 0• 0& GR STO o RIDGE AVENUE FLORIDA POWER COMP. ESMT ON (/W VARIES) Z^ >< I N 88°45' S4" E 1294.80' (O.R. 1836, PG. 637) oN�........................................................ - 1s' �0.00' -� ii !I ;; !i !f ON 3 - - - - - 20' O o u _ _ _p. - ...... •............................0/H...: _•,.. _ - - ' = -�'� &0' PP � ' R ii is �i i GA \ .. : :, � Lam• .- --_..-.._- - - ... _...... o � � • R R ` ,5 ON ` _.._. ..._ 4.81' I N 11 0 _... _.._.._.._.._.._....._.._.._.._.._.._.._...._.._....._.._.._.._.._.._.._.._.._.._.._....._.._.._.._ - _.._ _.._. REC. 5 8" IR _ •. 5�°N86.T 1'3 GRAVEL �- N& - 1 ) ,' .. ORANGE COUNTY #4596 / I / OFF GRp DRIVE%(IYP ELEV. 32 11' 6' C.L.F. N w N �-•- CO . CO O n, CO NOT PLATTED Qj wi w O I 4i \ O m to c ` O Ld I. 0 1 /3 v� 0 92.9' ��• 1 / REC. 5 8" IR 696' UTIU" LEGEND B = BLUE PAINT/FLAG G = GREEN PAINT/FLAG 0 = ORANGE PAINT/FLAG R = RED PAINT/FLAG Y = YELLOW PAINT/FLAG BENCHMARK USED: ORANGE COUNTY DESIGNATION No.: H-380-007, ELEVATION = 126.431 X CUT AT NW INT LAKEWOOD AND REWIS ST IN SIDEWALK RADIUS IN FRONT OLD WHITE HOUSE _.._. _. .............. �• _ ..ASP NG S 88'45'54' W (F) 1324.81' (F) WOOD ..._.._.._.._.._.._. _.._.. • : 1f !f WEST 1320.00' (DESC) 118 9 STATION AREA „ LIFT .._.._.._....._..J •' 0�00 g6 Pr'. 673.0' I � WATER LINE � _ ! 3 0' OFF SE All TRAILER a O' 116.2' ...... vEt. DRIVE , ... 66.2' j M 26.6' ro L ; . PF, `' j , ` 3.3' ch I 2.5' 2.5' 9.8' 9.8' 7.5 ^ CONC. ON~' ° x 5, �;Op--30.01' ! FOREST RIDGE AT OCOEE TRAILER tr� m ^20.6' METAL ^ �\ O� 1 B (54, PG. 47-50) A/C24.7' o STEPS 128' ° h 56.0' �r o . x 3' 3ic3'v 1\,�� WOOD D► h'` ¢ -- _un PAINT CONC' i4 o WOOD 40.3' rot I^ o •tip, �Z8 DI N C3 SIGN '� j SN`�! MARKING (►YP) fED p 15.0 ap CONC. N DECK io 0 78.T C% V 14.0": 4� \ / R 12.4 v CONC. of N t rj �� ' _ 177.2' - 0 w O <' 544.T t.1• `O �1 vi •0' ^ 24.0 16.0': L.O'x4.0' 222.5' m00^ CONC. 272.3' METAL SHED 6.2'x i 1.3' m Z F - EASTERLY R/W A/C QW o LINE PER PLAT 67.3' SHED ON CONC. CONC. o (� v ; I NORTH & SOUTH BOUNDARIES OF LAND to 1 ONE-STORY C/B & ( DESCRIBED IN WARRANTY DEED - O.R. to rA °p METAL WAREHOUSE BOOK 2885, PG. 563 N 0000 PAR 1 low. to cl ' N �� • O �� ci B ?.R. SPIKE IN PP ° �h � T.B.M. f ELEV. = 131.69' s h 463.9' 175.1' 0 , vi 0 PP .. _ _ ... - - i 28 0 21 5 127 J1 6 f 25.7 of p Lng-2.5 O.. �• 60.0 10. Y , i 16,8' 35fy 22.0' 15.3' 17.1' 17.0' 41.7' 14.0' �/ COV'D. ONC. Z UTILITY PAINT CONC. N i� C .0 /•MARKING (7YP) NORTH & SOUTH BOUNDARIES OF w . CONC. ��ZB ^. CONC. ^ CONC. CONC. CONC. Co MONITORING :x x.Ir CRIBED IN WARRANTY DEED - O.R. ,F ' o N CONC. N WED- 112�, v CONC. 0 �ry 0: �1 BO 3552, PG. 1303 AND ATTORNEYS' 'O� to _ V tf p r 16.3': 19.3' 0 °, URANCE FUND POLICY No. r OP-563231, DA 09-10-84 03.1079i ACRES ?' p ',, l /° i �.� / / 0. 7' CONC. 120.0' W (IYP.) /_....._....._.._.._.._........_.._........_.._.._.._.._.._.._.._.._.._....._._.._..� 2 7 11.Tx15.6' W/F SHED ON 3 ON 1 6.0' ED ON ON 6 9.4' Q� O x 567.79' 64.7' 64.7' iE ON 17'3'1 ON �- ,,I-SOUTH LINE OF SEC. 07-22-28 86.4' N 8Pl045' 12" W 1112.06' N 89'45'12' W 1297.06' 518 ' IR �' _.._.._.._.._.._.._.._.._.._.._........_.._.._.._.._.._....._.._.._.._.._.._.._.._ N 6 r - - - - 9 IR ^kN R Cij145 6MONp � : WELL C 5.7' 0 N 1 9 ° 5' 12" 185. 00' �/ c • 11 1 9.6xIO.3' CO ED 000 126' CONC. L CONC. �11 ! 6' W.F. /H•,. f i1E a0 = w 6.4' Cp . ci �`� �$1 o O ON OZ 0v b NT c V if 3f it if iE if 1' 1f . \ z _ - , O O r Cj ASPHALT 24.1215' v 0�26.4x34. 1 ' n DI O I ° AREAQ 1 STORY N I 2 42.3' I v BUILDING 19. O r s a w/F ILDING EP. V EP ` S 89'45'12' E 18 . 0' `�T Fi REC. 1/2" IR J. � 12142 -.6' W.F. -Z: 1 �I�I � \ ? � 1% 1 2 Y �Di1W a] O E co 00 -.3b.00'-•- m ._WO 0 3 fI Ut1j O o� 0/Y Y / p • // z DIN • 'A PP i 0 ::: p FH O B 0 1 e o p"� �6 0, g° •EP wESTERLY 15 TH STREET R/W UNE~ 1(50' PLATTED R/W) W O P-1 EP � B e a JOo CONC. 0 DRIVE c, 00 fi M 0TB I�y • UTILITY PAINT ° Al -MARKING (71P) O O c tk CONC. ry o u 1, w" B Z •0 0 :U ; �: AD a j oE`D W w mV c� 00 q U focoim a SN (mac low a 1t� V 0 z a 0 � 4 OAS A PP C� •0 •O a CONC. DRIVE O 0 � Q'i B+ t•° o MB' •0 MB • r ' a 0 Y 0 �o OC $R CONC. 9 DRIVE •0 0 0 000 O �a 0 #.Ik 40 .pP 0/H 0 . b\� 0 O B 0 G SN 211 $ oR EP • i 1 TH STREET 600 0 Y 0' PLATTED R/W) EP W WESTERLY I R/W LINE w UTILITY PAINT i 00 I �' 'MARKING (MP) x1h 4' C.L.F. 15g W B (TYP') 0 • EASTERLY R/W 0 Y LINE PER PLAT CONC. R DRIVE- 0 ,1 -= 0 MBA ° PP: 0/H... ...PP. •OIH.......... $ 00 a g z c CON 66 DR o Ep UTILITY Nr m a 4' C. L F. OA Y MARKING )^ fW O w • B SNP Y o J z Y• q O 00 3i..00' CO C. DRI 1 OGI,bc 0 a 3b 0 • ' c g'1 0 0 1�1. MBr B: I*` ° W. , MATCH LINE MATCH M 0/H...• - �TqB I REC. 5/8" IR , \ #4596 BCM t i4- a7 BCM 1.9' OFF 0/H YpP '0,.�. • • • .....�.0/H c 01 OSNO G EP 1 TH STREET (5 ' LATIED R/W) m P v CONC. HEADWALL 42" RCP INV.=132.26' 1 / REC. AXLE IN BOX 0 CUT (NO ID) �6. N.E. COR., S.E. 1/4, S.E. SEC. 7-222-28 vurc�n ac ovum DUU/YUARIW ur u � w NOT I"LATTED D /BED IN WARRANTY DEED - 0. . / K 3376, PG. 1606 771' 030.00, SPECIFIC PURPOSE' SUR VEY TO SHOW CONTOURS AND IMPROVEMENTS ALONG NORTH LAKEWOOD AVENUE PER CLIENT'S REQUEST 29.93' REC. 41x4 CM (NO ID) / / IN eox cur NOT A BOUNDARY SURVEY A. S.E. COR. SEC. 07-22-28 DESCRIPTION AS FURNISHED: N 89'45'12" W 1298.48' PARCEL ONE: The Southeast 1/4 of the Southeast 1/4 of Section 7, Towndship 22 South, Range 28 East, CRUSENMEYER - SCOTT & ASSOC., INC. - LAND SURVEYORS Orange County, Florida, LESS the North 396 feet thereof and also LESS the South 696 feet thereof and also LESS the East 30 feet thereof for road right-of-way and also LESS the North 75 feet of the South LEAD 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 B.M.=BENCHMARK N01ES: CERTIFICATE OF AUTHORIZATION - LB 4596 771 feet of the East 215 feet of said Southeast 1/4 of the Southeast 1/4. (9.2884 +/- acres)T ;®CEN>ERUNE LEGEND MC -CALCULATED P.O.C.=POINT OF COMMENCEMENT 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL CM=CONCRETE MONUMENT P.O.B.-POINT OF BEGINNING STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 537.86' CLF CHAM LINK FENCE RCP -REINFORCED CONC PIPE 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES. Together with: CONC-CONCRETE R/W R' WAY OF WAY 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VAUD AND IS PRESENTED FOR CIS -CONCRETE BLOCK REC-RECOVERED INFORMATIONAL PURPOSES ONLY. NOT INCLUDED CMP-CORRUGATED METAL PIPE SET N&D-N&D J4598 Begin at the Northeast corner of the Southeast 1/4 of Southeast 1/4 of Section 7, Township 22 South, �� "(O.R. BOOK 1818, PG. 576) D DEPILON sETCO CLEAN OUT SR 1 2' IR W/LB. /4586 IGN 3 MAY BHIS EER RESTRICTIONS WAS PREPARED Fo M IEASEMENTS F0RTHATrTOA"FFEfUCh"1PROPERTY �THE SURVEYORTHERE (O.R. BOOK 3376, PG. 1606 EB-ELECTRIC BOX TB- HONE BOX 4 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. Range 28 East, run South 396.00 feet, Thence West 1320.00 feet, Thence North 396.00 feet, Thence East ELEV=ELEVATION TYP-TYPIGAI. ET' -EDGE OF PAVEMENT WF WOOD FENCE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE 1320.00 feet to the Beginning. Less road right of way on East. FH=FIRE HYDWINT WP=WITNESS POINT RELIED UPON BY ANY OTHER ENTITY. F-FIELFINISHED FLOOR ELEVATION WALL_=C/B WALL 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO F FIEU) TRM- VALVE RECONSTRUCT BOUNDARY LINES. CA -GUY ANCHOR TRAM -TRANSFORMER SPECIFIC PURPOSE SURVEY FOR CERTIFIED TO: FIX SCENERY & DISPLAY, INC. INV=INVERT T.O.B.-TOP OF BANK 7. BEARINGS, IF SHOWN, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) D MB - MAIL BOX 250' IR-IRON PPE BFP - D4CK-FLOW PREVENTER 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS N 89'45'12' W 1333.30' �� LP -LIGHT POLE GV -GAS VALVE OTHERWISE NOTED. " "x4CM NO ID 04-11-07, LOCATE ALL ABOVE GROUND IMPROVEMENTS WITHIN NORTH LAKEWOOD REC. 4 ) IN WM-WATER METER MH=MAW HOLE AND DISK RWV - RECLAIM WATER VALVE RWM = RECLAIM WATER METERN&D-NAIL BOX C AVENUE PER CLIENTS REQUEST, ORDER #1469-07 S.E. COR. SEC. 07-22-28 O/H=OVERHEAD LINE P=PLAT CERTIFIED BY: R.L.S. # FIELD DATE ORDER IF 05-18-07, REVISED SURVEY TO SHOW APPROXIMATE LOCATION OF PAINT LINES ONLY PP-POWERPOLE E�WTTHININTFfE l m MOT JAMES W. SCOTT, R.L.S # 4801 TOM X• GRUSENMEYER, R.L.S. # 4714 UPDATE BOUND. 7002-06B 09-08-06 TREE & 710PO. PER CLIENT'S REQUEST NO ADDITIONAL FIELD WORK PERFORMED 100 YEAR FLOOD PLANE AS PER 71RM' ZONE 7T' JOSEPH E. WILLIAMSON, R.L.S. # 6573 10-13-06 10361-06B PANEL 11201Lis 0210E (12-06-00I ITEM NUMBER IV. B. PUBLIC HEARING Changes to the Ocoee Land Development Code 1. Addition to Definitions in Article II, Subsection 2-4 2. Change in Article V, Subsection 5-7 Public Buildings and Services 3. Change in Article V, Table 5-1 Permitted Use Regulations Mayor S. Scott Vandergrift City Manager Robert Frank ,��e Center of Good Lip�� STAFF REPORT DATE: July 14, 2009 TO: The Planning & Zoning Commission FROM: Michael Rumer, Principal Planner ✓ A Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 SUBJECT: Changes to City of Ocoee Land Development Code (LDC) Addition to Definitions in Article II, Subsection 2-4 Change in Article V, Subsection 5-7 Public buildings and Services Change in Article V, Table 5-1 Permitted Use Regulations ISSUE: Should the Planning & Zoning Commission recommend approval of amendments to the Land Development Code (LDC) relative to Subsection 2-4 of Article II of Chapter 180 of the Code of Ordinances regarding Language and Definitions; and to Table 5-1 of Article V of Chapter 180 regarding permitted use regulations? BACKGROUND: The City's LDC does not specifically define or list transfer stations in the permitted use regulations, as most Industrial uses are grouped into either the 1-1 (Restricted Manufacturing and Warehousing) or the 1-2 (General industrial) zoning classifications. In order to more adequately site transfer stations, staff is proposing to have the City's LDC regulations for transfer stations be in accordance with the requirements of Orange County. DISCUSSION: The City Attorney has drafted an ordinance proposing amendments to the Land Development Code to specifically establish a zoning district to regulate transfer stations. The attached ordinance details the following: Subsection 2-4 of Article II e following definition will be inserted into the LDC: (259.1) Transfer Station: shall mean a site, the primary purpose of which is to transfer waste from one (1) vehicle to another immediately for transport to a processing or disposal facility. It does not include green boxes, compactor units, permanent dumpsters and other containers City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us from which such wastes are transported to a landfill or other solid waste management facility. Storage of waste in vehicles on site shall be prohibited. Inserts Transfer stations under the Industrial Uses regulations. Transfer Stations will be prohibited in the 1-1 (Restricted Manufacturing & Warehousing) and will be permitted as a Special Exception in the 1-2 (General Industrial). 13-1111irm— "royallm.l, 1111;; Amended by adding a new Subsection D which states: Notwithstanding the foregoing, the provisions of Subsection 5-7 do not apply to the location of Transfer Stations. Staff recommends that the Planning and Zoning Commission recommend approval of the proposed amendments to the Land Development Code. Attachments: Revised Table 5-1 Ordinance #2009-021 Page 2 of 2 TABLE 5-1 PERMITTED USE REGULATIONS "P" = Permitted Use in that Zoning District "S" =Special Exception in that Zoning District (requires advertised public hearings) - = This Use is not permitted in this Zoning District USE A-1 A-2 RCE-1 R-1A R-1AAA R-2 R-3 RT-1 PS C-1 RCE-2 R-1 R-1AA 'Printing, Book Binding, Lithograph, and Publishing Plants professional Offices Radio Broadcasting and TV Stations, Studios, & Offices Recreational Vehicle Park R€staurant Sign Painting Shop Storage Warehouse Refer to Table 5-2 for setbacks and other development requirements. C-2 C-3 1-1 1-2 P P P P P P P - P P P P P - S S S P P P P P P P Veterinary Hospitals and Kennels when confined within structure - - - - - - - - - - - P P - INDUSTRIAL USES BorrowPits - - - - - - - - - - - Industrial Park Industrial, Light T Industry, Heavy Transfer Stationoo Truck St P Warehousing/Distribution PUBLIC AND SEMI-PUBLIC USES Chsd Care Facihaes - - - - - S S Church P I P I P S S I S I S S- S I S S- I - Club or Community Use I - - - - I - i S l - S S S S Conservation Use I P I P P P I P I P I P P I P P P P I P P Golf Counts/ Country Club I P I P I P P I P I P P - I - - P I P P P Public Senuce or Utility S I S S S I S S S S S I S S I S S S AN ORDINANCEOF THE CITY OF OCOEE, FLORID� AMENDING, PROVISIONS C DEVELOPMENT CODE; AMENDING SECTION 2-4 OF ARTICL 11 OF CHAPTER180 OF THE CODEORDINANCES OF THi CITY OF OCOEE REGARDINGDEFINITION ADDING 1AMENDINII SECTIONgGARDIN PUBLIC BUILDINGS AND SERVICES IN ORDER TO EXCLUM TRANSFER STATIONS; AMENDING TABLEOF ARTICLE�j OF CHAPTER 180 TO PROVIDE PERMITTED U I-KEGULATIONS PROVIDING 1 .' Z PROVIDING OCODIFICATION; PROVIDING AN EFFECTIVE DATE. SECTION 1. Authority, The City Commission of the City of Ocoee has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 163 and 166, Florida Statutes. SECTION 2. Section 2-4(C) of Article II of Chapter 180 of the Code of Ordinances of the City of Ocoee, Florida, is hereby amended by adding a new Subsection 259.1 to read as follows: (259.1) Transfer Stations A site, the primary purpose of which is to transfer waste from one vehicle to another for immediate transport to a processing or disposal facility. A Transfer Station shall not include green boxes, compactor units, permanent dumpsters or other containers for the storage of waste. Storage of waste at a refuse transfer station, including in vehicles left at the site, is prohibited. ORLA_1351936.2 SECTION 3. Section 5-7 of Article V of Chapter 180 of the Code of Ordinances of the City of Ocoee, Florida, is hereby amended by adding a new Subsection D to read as follows: D. Exceptions. Notwithstanding the foregoing, the provisions of this Subsection 5- 7 do not apply to the location of Transfer Stations. SECTION 4. Table 5-1 entitled "Use Regulations" of Article V of Chapter 180 of the Code of Ordinances of the City of Ocoee, Florida, is hereby amended to read as set forth on Exhibit "A" attached hereto and incorporated herein by this reference, which amends Table 5-1 so as to add "Transfer Station" as a Special Exception in Zoning District I-2 and as a prohibited use in all other zoning districts. SECTION 5. Severability. If any section, subsection, sentence, clause, phrase or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion hereto. SECTION 6. Codification. It is the intention of the City Commission of the City that the provisions of this Ordinance shall become and be made a part of the Code of Ordinances of the City; and that sections of this Ordinance may be renumbered or relettered and the word "ordinance" may be changed to "chapter," "section," "article," or such other appropriate word or phrase in order to accomplish such intentions; and regardless of whether such inclusion in the Code is accomplished, sections of this Ordinance may be renumbered or relettered and the correction of typographical errors which do not affect the intent may be authorized by the City ORLA_1351936.2 -2- Manager, without need of public hearing, by filing a corrected or recodified copy of same with the City Clerk. SECTION 7. Effective -Date. This Ordinance shall become effective immediately upon passage and adoption. PASSED AND ADOPTED this FAT21mm- Beth Eikenberry, City Clerk (SEAL) FOR USE AND RE' LIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this — day of 12009. .0 City Attorney day of , 2009. S. Scott Vandergrift, Mayor ADVERTISED 2009 READ FIRST TIME 2009 RE, AD SECOND TIME AND ADOPTED 12009 UNDER AGENDA ITEM NO. ORLA-1 351936.2 -3- I H-4 Ma " TN M I-Riel- s PROJECT STATUS UPDATE Current Projects TYPE OF PROJECT NO. DATE REVIEW SUB - MITTAL STATUS SUBMITTAL RECEIVED ER NUMBER Commercial Allstate Insurance (Plantation Groves) Review 05/19/09 AF 1 st Wall Sign APPROVED 5/26/09 Arby's Restaurant (Town Square Shopping Commercial Exterior & Inter-io- r Remodel APPROVED Center) Review 06/25/09 AF 2nd 5/26/09 Sm Scale P/F AutoZone Ocoee SS-2009-003 Site Plan 05/18/09_ BH__ Commercial AutoZone (Olympia PUD) Review 06/09/09 AF Commercial Barfield Insurance (Dynasty Gallery) ---------- - --- Review 05_/08/09_ AF commercial Bodywrap by Zee (Meadow Ridge Commercial) - ---- - - -- - - Review 05/21/09 BH -- - -- ---- - - - P/F Subdivison Plan & P/F site Casa Mirella at Belmere LS-2008-008 Plan 05/15/09 MR Casa Mirella Apartments (fka Maguire Shoppes Commercial II) Review 06/04/09 MR Casa Mirella Apartments (fka Maguire Shoppes Commercial II) Review 06/04/09 MR Casa Mirella Apartments (fka Maguire Shoppes Commercial II) Review 06/04/09 MR Dr. Castello, 1173 Blackwood Ave Chase Bank (Silver Ark) 1784 E Silver Star Rd_ Chase Bank (Silver Ark) 1784 ES ilver Star Rd Chase Bank (Silver Ark) 1784 E Silver Star Rd Chase Bank (Silver Ark) 1784 E Silver Star Rd Citrus Medical & Executive Office Park (Dr. Hettinger) Commercial Review 06/17/09 AF Commercial Review 05/2_2/09 AF Commercial 2nd APPROVED 6125109 1st New Commercial Building DENIED 6/11/09 1 st Wall Sign APPROVED 5/12/09 1 st Interior Alteration APPROVED 06/04/09 2nd Comments pending New Apartment Building (Type II) 36 units 1 st DENIED 6/17/09 New Apartment Building (Type I ) 24 units 1 st DENIED 6/17/09 1st Clubhouse 3rd Wall Sign Non -Electrical APPROVED 6/17/09 1st 3 Wall Signs APPROVED 5/29/09 4 Illuminated Lane Designator Signs Review 05/22/09 1st APPROVED 5/29/09 Commercial _AF 1 ATM Topper Sign & 2 Directional Signs Review 05/22/09 AF 1st APPROVED 5/29/09 Commercial - Review 05/22/09 AF 1st 1 Monument Sign APPROVED 5/29/09 Commercial Review 06/05/09 BH 1 st Wall Sign Non -Electrical APPROVED 6/09/09 Current Project Status2.xls/Review 7/6/2009 1 of 3 PROJECT STATUS UPDATE Current Projects PROJECT NO. TYPE OF DATE REVIEW SUB - MITTAL STATUS SUBMITTAL_ RECEIVED ER NUMBER Citrus Medical & Executive Office Park (Dr. Commercial Street Blade Directional Sign Non -Electrical Hettinger) Review 06/17/09 BH 2nd APPROVED 6/18/09 City Place at Maguire (fka Professional Parkway Rezoning to Town Center) RZ-08-03-03 PUD 12/18/08 AF 3rd Staff comments sent out on 2/5/09 -------- --- -- P/F Small Scale Crystal Investment Business Plaza SS-2008-004 Site Plan 04/27/09 BH 2nd Comments sent out 6/3/09 Commercial Diplomat Tower - Review 07/10/08 AF 1 st New 3 Story Office Building DENIED on 8/5/08 Preliminary Eagle Creek of Ocoee LS-2009-002 Subdivision Plan 06/30/09 BH 1 st Staff comments due 8/03/09 Annex, Rez & Waiting on JPA Amendment to process to City East Crown Industrial AX-07-07-10 CPA 02/25/08 MR 2nd Commission Small Scale Site Fifth Third Bank (at Good Homes Plaza) SS-2008-002 Plan 11 /17/08 AF 2nd Staff Comments sent out on 12/10/08 Commercial Canopy by Receiving Bldg APPROVED Florida Auto Auction Review 04/30/09 AF 1 st 5/04/09 Preliminary/Final F/X Warehouse Complex LS-2007-023 Site Plan 05/11/09 BH 4th Scheduled for P & Z on July 14th Large Scale Site Hampton Inn LS-2007-017 Plan 06/05/08 BH 4th Scheduled for City Commission on July 7th Commercial Hardees Restaurant Review 06/16/09 AF 1 st Front Wall Tower & Wall Sign DENIED 6/17/09 Commercial Image Sun Tanning (Belmere) Review 05/13/09 AF 1st Wall Sign APPROVED 5/14/09 Preliminary/Final Ocoee Carrier Annex Courtesy- Review Site plan 02/05/09 AF 5th Legal Documents Pending Commercial 2 Modular Buildings/Small Scale Site Plan Ocoee Oaks United Methodist Church Review 06/10/09 BH 1 st APPROVED 6/19/09 Current Project Status2.xls/Review 7/6/2009 2 of 3 PROJECT STATUS UPDATE TYPE OF DATE REVIEW SUB - Current Projects PROJECT NO. MITTAL STATUS SUBMITTAL RECEIVED ER NUMBER Commercial Re/Max Town Center (Plantation Grove) Review 05/29/09 AF 1 st Wall Sign APPROVED 5/29/09 SS-2008-005 Small Scale Site RZ-08-11-09 Plan & Rezoning Shoppes at the Village CPA-2008-005 SSCPA 07/01/09 AF 2nd Staff Comments due 8/03/09 Commercial Multi -Tenant Monument Sign APPROVED Shoppes of West Oaks Review 06/17/09 AF 1 st 06/23/09 Small Scale Site Silver Ridge Crossing SS-2008-003 Plan 06/04/09 AF 3rd Staff comments due 7/06/09 Commercial Silver Ridge Crossing Review 01/20/09 AF 1st New Construction Shell Building Super Slow ra Zone Chiropctor (Plantation Commercial Grove) Review 05/29/09 AF 1 st Wall Sign APPROVED 5129/09 West Colonial Parcel (Walia) Annexation, Rezoning, & AX-05-08-25 Large Scale RZ-08-09-06 Preliminary LS-07-021 Subdivision Plan 10/23/08 BH 6th On Hold until Joinder & Consent is executed Current Project Status2.xls/Review 7/6/2009 3 of 3 Mon Tue Wed 5 6 7 Joint Meeting 8 w/Charter Review Committee and City Commission 6 p.m. Rc-ular City Commission tn iMju 7:15 Both (a? Comm. Chambers 12 13 14 15 7 p.m. @ Comm. Chambers 7/21 Agenda Items 7/21 Agenda Due to City Clerk 7/21 Staff Reports due to Published City Manager e 19 20 Empim cc 21 cit., c on 22 Coil] Mittee Mtg.7:15 p.m. 1:30 p.m. @ Comm. Chambers Oa Comm Conference Rm. (a) Ison Senior Center 26 27 28Code Enforcement 29 7 p.m. @ Corm-n. Chambers 8/4 Agenda Items 8/4 Staff Reports due to Due to City Clerk City Manager 8/4 Agenda Published Thu Fri Sat 2 HRDB 3 4 7 p.m. kafepeudcxree @ Comm. City Hall Closed D -,; y Chambers 9 10 11 7 @ Fire Station One 16 17 18 Oa Comm. Chambers 23 24 25 7 Comm. Chambers all U1