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HomeMy WebLinkAbout11-12-2013 Agenda PacketMayor Commissioners S. Scott Vandergrift John Grogan, District 1 Rosemary Wilsen, District 2 City Jo b Manager District 4 3 Robert Frank Joel l F. . Keller, , Districct 4 ocoee florida PLANNING AND ZONING COMMISSION LOCAL PLANNING AGENCY) NOVEMBER 12, 2013 AGENDA 7:00 PM 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 Meeting held September 10, 2013 III. OLD BUSINESS IV. NEW BUSINESS A. All Sports Memory Care /Assisted Living Facility Public Hearing Principal Planner Fabre 1. Preliminary/Final Site Plan B. Land Development Code Amendment Public Hearing City Planner Rumer 1. Article IV, Applications & Sec 5 -9, Zonings /Rezonings 2. Article V, Sec 5 -8 & Table 5 -1, Permitted Use Regulations C. Comprehensive Plan Amendment Public Hearing City Planner Rumer 1. Capital Improvements Element (CIE) Update V. MISCELLANEOUS A. Project Status Report B. November Calendar VI. ADJOURNMENT NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905 -3105, 48 hours in advance of the meeting. City of Ocoee • 150 North Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905 -3100 • fax: (407) 905 -3167 • www.ocoee.org ITEM NUMBER II. A. MINUTES OF THE PLANNING AND ZONING COMMISSION MEETING HELD ON SEPTEMBER 10, 2013 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, SEPTEMBER 10, 2013 CALL TO ORDER Chairman Campbell 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 Campbell, Vice -Chairman McKey, Members Dillard, Keethler, Marcotte, Sills, and West. Also present were City Planner Rumer, Assistant City Attorney Drage, Mayor Vandergrift and Recording Clerk Turner ABSENT: Member(s): de la Portilla (A/E) and Dunn (A/E) CONSENT AGENDA Minutes of the Planning and Zoning Commission Meeting held on Tuesday, August 13, 2013 Member West seconded by Member Dillard, moved to accent the minutes of the August 13. 2013. P/annina and Zonina Commission meeting. Motion carried unanimously. OLD BUSINESS - none NEW BUSINESS Strickland LLC Annexation and Initial Rezoning City Planner Rumor gave a brief overview of the proposed project. The subject property is located on the north side of West Silver Star Road, east of Ocoee Apopka Road and West Silver Star Road. The +/-.50 acre property was previously used as a single-family residence The applicant has requested zoning designation of Community Commercial (C- 2), which is consistent with the zoning of the properties to the north and west. According to the Land Development Code (LDC), the C-2 zoning designation is intended for areas shown on the Future Land Use Map as "Commercial". The C-2 zoning designation is consistent with the adopted future land use designation of Commercial, as shown on the City of Ocoee and Orange County Joint Planning Area future land use map. City Planner Rumor explained that the property is part of an enclave in the City, and it already benefits from Ocoee Fire Rescue services via a joint "First Responder" Agreement with Orange County The proposed annexation is a logical extension of the City limits. Urban services can be provided, and the annexation meets state and local regulations. With regards to the notification from Orange County, city staff is comfortable with the annexation based on past annexations of similar circumstances. There is water and sewer available, and the applicant is amenable to connect to City water and sewer. The land use and initial zoning are also consistent and compatible with surrounding properties. He continued by saying that West Silver Star Road is programmed to be widened in the future, but it is not in the Department of Transportation's five-year plan. Planning and Zoning Commission Meeting September 10, 2013 The Development Review Committee (DRC) met to determine if the proposed annexation and initial zoning was consistent with the City's regulations and policies, and voted unanimously to recommend approval of the annexation and initial zoning for the Strickland LLC, property to C-2 DISCUSSION Member Keethler inquired if there is a cost to the City. City Planner Rumor answered, .,no". He continued by saying the applicant will assume the cost to run and connect water and sewer, and any site development issues will be paid for by the developer. Member Sills inquired if there will be connection fees for water and sewer. City Planner Rumor answered there will be capital charges for water and sewer, connection costs, and the cost for the meters for water and sewer. Special Exception City Planner Rumor stated the applicant is also requesting a Special Exception to allow automobile sales (new and used) in the C-2 zoning district The development will take form in two phases. The first phase will utilize an existing single-family home that will be converted to an office A small-scale site plan will be used to develop a driveway, parking, landscape buffers, and stormwater retention. Phase two will include the demolition of the existing building with the construction of a new building located on the northern end of the property. Board discussion ensued regarding lighting, and City Planner Rumor explained that it is not required, but if the applicant provides lighting, he will have to adhere to the spillage limits for the residential side. Member Keethler commented that there is a street light by the entrance of the property, and asked if it will remain there. City Planner Rumor answered it will stay until the road is widened. Member Keethler asked what assurance the City has that the area does not become an eyesore should the business not succeed City Planner Rumor explained that the City will benefit as the property will connect to sewer and water and will be on the City's tax roll. Additionally, the applicant will upgrade the existing building and lot. Board discussion ensued regarding City Codes for banners and inflatable -type advertisement often used on automobile sales lots. The public hearing was opened Alec Strickland, applicant, approached the podium and entertained questions from the board. Vice -Chairman McKey inquired about the lighting that will be used on the property. Mr. Strickland stated that lighting will primarily be for security. Member Keethler inquired about the signage used on the property Mr. Strickland explained he will use a monument sign on the property Member Keethler inquired if Mr Strickland has prior experience in the automobile sales business. Mr. Strickland answered he has been in the business for Planning and Zoning Commission Meeting September 10, 2013 many years, and the area is conducive to this type of business. He continued by saying he has full intention of making this business an asset to the community Member Marcotte inquired what makes this project a special exception. City Planner Ramer explained the zoning code sets up permitting use, and this type of business is considered a special exception for C-2 zoning Member Dillard inquired how many vehicles Mr. Strickland intends to have on -site. Mr. Strickland answered approximately 28-35 vehicles will be on display The public hearing was closed. City Planner Ramer explained that if the board recommends approval, the approval for the special exception will need to be subject to the conditions of approval as shown on the plan. Member Sills inquired if the special exception stays with the property should the business not succeed. City Planner Rumer replied, "no". Vice -Chairman McKev. seconded by Member Keethler, moved that the Plannine and Zonino Commission. actina as the Local Plannina Agency, recommend to the Ocoee Citv Commission aonroval of the Annexation of the +1--. o acre oarcel of land known as the Strickland LLC Prooertv (301 West Silver Star Rd) with an initial zoning classification of "C-2". Motion carried unanimously. Member Keethler. seconded by Member West moved that the Plannina and Zoninq Commission. actina as the Local Plannina Aaencv, recommend to the Ocoee City, Commission aoproval of a Special Exceotion to allow the automobile sales (new and used) in a C-2 zonina district located at 301 West Silver Star Rd. subject to the conditions of aoproval as shown on the clan. Motion carried 6-1. with Member Marcotte opposing. Member Marcotte stated he feels as though there are better uses for that area, especially given the proximity to downtown Ocoee Barkeritaville Annexation and Rezoning to PUD City Planner Rumer gave a brief overview of the proposed project. The subject property is 14.31 acres of land located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. This property was part of the 17'h JPA where the Future Land Use designation was changed from Low Density Residential to Commercial in 2013 Planning and Zoning Commission Meeting September 10, 2013 The applicant is concurrently requesting rezoning of the property to Planned Unit Development (PUD) The Barkeritaville PUD property is located on the east side of Tomyn Boulevard, north of the intersection of Roberson Road and Windermere Road. The subject site is approximately 7.32 acres in size and is zoned Agriculture (A-1). The property is currently vacant and contains one (1) garage building The Barkeritaville PUD Land Use Plan proposes 22,000 square -feet for the purpose of developing a dog daycare and veterinary facility, with an 8,000 square foot retail/restaurant use. Access is proposed via an existing entrance off Tomyn Boulevard. Based on the PUD Land Use Plan, associated analysis, and City of Ocoee wetland map, there are jurisdictional wetlands to the north of this property. With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the eastern adjacent boundary. This project is located within the City of Ocoee utility service area The project is required to connect to city of Ocoee water and sewer service. A traffic study was provided and approved by city staff and the City's consulting transportation planning consultant The traffic study indicated no transportation concurrency issues The study did indicate operation issues with the turning movements at Roberson Road and Windermere/ Tomyn Boulevard City Planner Rumer continued by saying that he erred on the staff report The staff report indicates that there are no waivers; however, the applicant is asking for a landscaping buffer waiver. City Code requires a 25-foot landscape buffer along the front of the property, or a 15-foot buffer if the landscaping is going to be increased. The buffer requirement on the north side is 15-feet; however, the applicant is proposing a 10-foot landscape buffer. The City Planner continued by saying the property to the north side is mostly wetlands. Small -Scale Comprehensive Plan Amendment City Planner Runner stated the applicant/owner is requesting a Small -Scale Comprehensive Plan Amendment which consists of classifying the subject parcel of land from "Low Density Residential' to "Commercial'. The subject property is being rezoned to PUD Commercial to provide for a veterinary and pet boarding facility. The Small Scale Amendment will amend the Land Use of the 7 32 acres. Planning and Zoning Commission Meeting September 10, 2013 DISCUSSION Member Keethler inquired who will pay for the water and sewer connection City Planner Rumor stated the applicant is required to pay for the connection. Board discussion ensued regarding water and sewer connection. Vice -Chairman McKey inquired about pre- treatment requirements for the effluent from the animals City Planner Rumor stated this will be addressed during the site -plan review. Member Keethler inquired about the rezoning designation to PUD. City Planner Rumor stated the rezoning to PUD will allow the applicant to make better use of the land The public hearing was opened. Dr. Kenneth Simmons, applicant, gave a brief overview of the project and showed a video regarding the site facilities and services offered at Barkentaville. Chairman Campbell asked Dr. Simmons if he intends to move to the local area to manage the Barkeritaville project. Dr. Simmons answered in the affirmative Member Marcotte inquired if the outdoor activities at the pet resort fall into the evening hours Dr. Simmons answered they do not. Kelly Morphy, Safe Streets West Orange, Inc., President, attended the meeting to speak on behalf of the coalition. She continued by saying the coalition is in support of this project, and offered some site -plan changes that would be a benefit to the community Some of the suggested changes to the site -plan are • Orient the buildings towards the street • Eliminate or push back the parking between the right-of-way and restaurant • Reduce the crossing distance for pedestrians by making the driveways as tight and narrow as possible • Build a trail from Tomyn Boulevard towards the back of the Wesmere subdivision • Provide a safe and accessible crossing for pedestrians on Tomyn Boulevard Member Keethler asked Ms Morphy how aware the local residents are of the proposed project. Ms. Morphy answered the residents are not very aware; however, Safe Streets West Orange, Inc is committed to sharing the information with the community Mayor Vandergrift approached the podium and thanked the board for their service. He continued by saying that the added benefit of this project would be employment opportunities within the community The public heanng was closed Planning and Zoning Commission Meeting September 10, 2013 Member Keethler inquired about the impact of the animal effluent on the sewage system. City Planner Rumor stated that the city engineer and the utilities director will review this matter during the site -plan review. Members Dillard and West opined that the Barkeritaville project is a great fit for the community. City Attorney Drage stated that there will need to be four motions. 1) Recommendation for the Annexation 2) Recommendation for the Small -Scale Comprehensive Plan Amendment 3) Recommendation for the initial zoning to PUD 4) Recommendation for approval of the Land Use Plan subject to the waivers as identified at the meeting, and subject to outstanding comments being resolved prior to the City Commission Meeting Vice -Chairman McKev. seconded by Member Dillard, moved that the Plannina and Zoning Commission. actina as the Local Plannina Aaencv. recommend to the Ocoee Citv Commission aooroval of the annexation of the 14.31 +/ acres of land for the DroDosed dog davcare and veterinary facilitv. Motion carried unanimously. Vice -Chairman McKev, seconded by Member West moved that the Plannina and Zonina Commission, actina as the Local Plannina Aaencv. recommend to the Ocoee Citv Commission avoroval of the Small -Scale Comprehensive Plan Amendment for aooroximately 7.32 acres from a desianation of Low Densitv Residential to Commercial for the Barkeritaville Property. Motion carried unanimously. Vice -Chairman McKev. seconded by Member Keethler, moved that the Plannina and Zonina Commission. actina as the Local Plannina Aaencv. recommend to the Ocoee Citv Commission aDDroval of the initial zonina to PUD of the 14.31 +/- acres of land for the or000sed doa davcare and veterinary facilitv. Motion carried unanimously. Vice -Chairman McKev. seconded by Member Sills. moved that the Plannina and Zonina Commission. actina as the Local Plannina Aaencv. recommend to the Ocoee City Commission approval of the Land Use Plan subject to the waivers discussed by Citv Planner Rumer in the September 10. 2013. Plannina and Zoninq meetina. and also subject to resolution of all outstandina comments being resolved orior to the Citv Commission meetina. Motion carried unanimously. Planning and Zoning Commission Meeting September 10, 2013 Land Develooment Code Amendment— Public Hearinn, Article IV, Applications & Article V, Table 6-1, Permitted Use Regulations Tabled until the next meeting. MISCELLANEOUS Project Status Report None. ADJOURNMENT The meeting adjourned at 8:26 p m Attest APPROVED: Diana Turner, Recording Clerk Bradley Campbell, Chairman ITEM NUMBER IV. A. PUBLIC HEARING ALL SPORTS MEMORY CARE/ ASSISTED LIVING FACILITY PRELIMINARY/FINAL SITE PLAN Mayor Commissioners S. Scott Vandergrift John Grogan, District 1 Rosemary Wilsen, District 2 City Manager Rusty Johnson, District 3 Robert Frank U Joel F. Keller, District 4 fiorida STAFF REPORT TO:The Planning and Zoning Commission FROM:J. Antonio Fabre, AICP, Principal Planner t DATE:November 6, 2013 SUBJECT: All Sports Memory Care /Assisted Living Facility Preliminary /Final Large -Scale Site Plan Project # LS- 2013 -002 ISSUE: Should the Planning and Zoning Commission recommend approval of the Preliminary /Final Site Plan for All Sports Memory Care /Assisted Living Facility? BACKGROUND: The subject property is located on the north side of Roberson Road approximately 627 feet east of Tomyn Boulevard (Windermere Road) intersection. The property is approximately 17.17 acres in size of which approximately 3.65 acres are designated as wetlands /floodzones. The subject property consists of a vacant and undeveloped land fronting on Roberson Road. The Future Land Use designation for the subject site is Low Density Residential" and Conservation /Floodplains ". The requested "Memory Care /Assisted Living" use is consistent with the Future Land Use element and zoning (R -1AA) district. The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels: DIRECTION: JPA FUTURE LAND USE / JURISDICTION EXISTING LAND USE / ZONING North Low Density Residential &LDR" & "Conservation /Floodplains" / PUD Conservation /Floodplains / City of Ocoee Planned Unit Development" ( °Barkeritaville ") East Low Density Residential &LDR" & "Conservation /Floodplains" / PUD Conservation /Floodplains / City of Ocoee Planned Unit Development" Wesmere Subdivision Conservation Tract) South Recreation and Open Space / Orange County Recreational Park / P -D "Plan Development George Bailey Park) West Low Density Residential &Agriculture / A -1 "Agriculture" Conservation /Floodplains / Orange County FKA: Bru -Mar Nursery) The Planning and Zoning Commission Meeting Date November 12, 2013 Page 2 of 2 DISCUSSION: The Preliminary /Final Site Plan will consist of a three -story 112,269 square feet 120 beds Memory Care /Assisted Living Facility. As shown on the Preliminary /Final Site Plan, the facility will have only one main access point at Roberson Road. This main entrance will be aligned with the existing George Bailey Park entrance across the street. In addition, a 220 feet left -turn lane into the site will also be provided. The applicant will be dedicating a 20 feet wide tract of land to the City of Ocoee for future right -of -way along Roberson Road. Consistent with City policy, the wetlands /floodzones and associated upland buffers will not be developed and will be dedicated to the City. Water, sanitary sewer, reclaimed water (when available), solid waste and police & fire protection will all be provided by the City of Ocoee. Finally, the Applicant has requested no Waivers from the Land Development Code for this project. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on November 5, 2013 and reviewed the Preliminary /Final Site Plan for All Sports Memory Care /Assisted Living Facility. There were several technical issues to be addressed from the City's Planning Division, Engineering Department and Utilities Department that were identified in written staff comments and /or presented verbally. All of these items were discussed and changes to the plans were agreed upon. When the discussion was finished, the Committee voted unanimously to recommend approval of the Preliminary /Final Large -Scale Site Plan, subject to making the changes discussed at the DRC meeting before the City Commission meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary /Final Large -Scale Site Plan for All Sports Memory Care /Assisted Living Facility, subject to resolving the outstanding staff comments before the City Commission meeting. Attachments: Location Map; Future Land Use Map; Zoning Map; Aerial Map; Color Elevation; Preliminary/Final Large -Scale Site Plan for All Sports Memory Care /Assisted Living Facility. All Sports Memory Care /Assisted Living Facility Location Map rims" IA g j 1 I Ca.) 4 miniumrcr.„11 1 tanneI 7 emu !ninur u Ere I Ie& 4 CD cfl i rig*4 tt, 4 ff,44*(A 0 It 0 4•40 Ok a \ Its•.•oop r 1111111\ LAKE W4 ND YP1 1IIIII1 0 11111 /0;1 Ata 4Inma d 31VIIIIIIP No M ill 1111111i o. erson - oa• OTIMEMINIES a0W 'P rommom A P OINIlm ! Ili qummunIgtV 1 ina f v !1 p /111111/ 1;111IMEIIIEN! 111111111 01 AummiliPag 10''„.,.. 1111111. 0 V 4111 40 W 4,4 4* 4E WHIT 41 All Sports Memory Care/Assisted Living Facility Surrounding Zoning Map NLl ���■ .: �■■�p . Printed November2013 Ili --- d Ont Property Unincorporated Territory ®and Other Municipalties m Zoning Classification: ICI-�I-�I-�I—I}�I--IyI �i A-1 M General Agricultural (A-1) _ J r---- Suburban (A-2) _ Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) - Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One, Two -Family Dwelling (R-2) , � Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) LAKE Neighborhood Shopping (C-1) Community Commercial (C-2) ^,. - R-1AA General Commercial (C-3) Restricted Manufacturing /�� & Warehousing (1-1) General Industrial (1-2) � IN Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies 1111 Ills ISM WA I= % a WI 444 444 " Radbourne-a i A ,. iiiiillitett PI l 44,.. 4108 47 0 aff a 44.4 ob. is ' lea NN Wiiiii ill if 1 , fit w.. m .. I'''.. Via 10111 IP° 0 A ct ..?..la L.,),,....,-1.1,k,....r,:i. x faitillir-\ 4 A 40. n II t 7 4 60 i 44iiiggrp rrow t ' t ' t 0 a 4 a 41.0 4 r- V ik 1111111i A 4 arP r 1111 1'` L Ve41111111/11/1111111P2 . WA evy Benjamin - it` ` x a rso n P"p Via IUC I ! : n a - C;. 41 } 0 +' t ( l { t C :. • i g. t4 "' j n r.. iF .. «, w + Ili ' p 1 4P 1 R l i • a s a - yj+ y 0 , re Iii , 410, i : 1 1 t ' rf MP IIII " Fri r 1 , 1 ,...,„....,.. f ., , r r , 71 44 . li ° , e, 41.4k ,1* 464,411, Ik i SW allar L 4 sin arillitv r r_ A kg Ilf 11, yr- 0 lir re w Th., k 1 gint PPP* arate I lig 1: 9"' Like Whitney E n) 8 i 1" t', r" L f ill:, :, : 14, ten.""' iii - I 4 < - V,I i 1 1 II 111in i: i, igii: , _ 1,u iifirr : : . : iii ti .. 7,'„:„...,„:„,...,.„..„,...:.....: II to Ti 1 1 I a A. AL: . la o. c , w 111 w y y r r y L_ *-- a•.f y3'• # r ' , 3 c' . tr k r a . fG" a :. t 4 SHEET INDEX 1 1A 2 3 4 5 ro 4 10 11 12 13 14 15 16-17 T-1 PROJECT CONTAC"'!61 Q U 1 01 1 1 1 i! R 11 11! ii IN te I a 1n Prelim inar/Final Ril: OB, ERSON ROAD JULY 2013 MODIFIED OCTOBER 2013 LEGAL DESCRIPTION COMMENCING AT THE SOUTHEAST CORNER OF TFj- S7 )/4 SOUTHWE OF THE NORTHWES'T�- OF SECTION 31, TOWNSHIP 22 SO'U'71-1, RANGE 28, -N NORTH 17 CHAINS 50 LINKS; THENC'-E WEST 10; CHAINS; RUN SOUTH 17 CHAINS 50 LINKS; THENCE EAST 10 CHAINS TO THE POINT OF BEGINNING, �-LESS THE SOUTH 30 FEET, OF ORANGE COUNTY, FLORIDA. NOTE: N\ 1 L V I TH H S ID L E- SET ,ERR NA CITY OF OCOEE 150 N. LAKESHORE DRIVA *COEE, FLORIDA 34761 (407) 905-3100 rNTY OF OCOEE 150 N. LAKESHORE DRIVA *COEE, FLORIDA 34761 (407) 905-3100 CABLE: BRIGHTHOUSE NETWORKS 844 MAGUIRE ROAD OCOEE, FLORIDA 34761 (407) 532-8509 ZONING MAP SOILS MAP BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH Dial 811 COVER SHEET OCTOBER 2013 0 18.2013 1 Drawing Number. I STANDARD COMMERCIAL CONDITIONS OF APPROVAL, 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. EACH PHASE OF THE PROJECT WILL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER. STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES), 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 SMALL 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. 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. 7. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC STREETS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE FINAL SITE PLAN. S. ALL COMMERCIAL LOTS WILL BE A MINIMUM OF ONE ACRE IN SIZE. 9. ALL FINISHED FLOOR ELEVATIONS WILL EXCEED THE I00-YEAR FLOOD PLAIN BY A MINIMUM OF TWO 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, 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. 12. DEVELOPMENT OF THIS PROPERTY IS SUBJECT TO THAT CERTAIN DEVELOPMENT AGREEMENT DATED AS RECORDED IN OFFICIAL RECORDS BOOK PAGE 13. INTENTIONALLY DELETED. 14, 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. 15. THE EXISTING GRADES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. 16. INTENTIONALLY DELETED. 17, IN ORDER TO ENSURE 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. 18, 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. 19. INTENTIONALLY DELETED. 20. INTENTIONALLY DELETED. 21. ALL UTILITIES WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED, 22, ALL UTILITIES INCLUDING ELECTRICAL, CABLE, TV, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 23. INTENTIONALLY DELETED, 24, INTENTIONALLY DELETED. 25. A ' PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PA , ED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER APPLIC >BLE .aL T HORITIES FC: R LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. THE CITY NIAY REQUIRE THAT THE ! D ,\_HER EXEC T E A E:I SEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING. 26. INTENTIONALLY DELETED. 27, TNTENTIONALLY DELETED. ' TENT C) ALLY_ LEL=T' i?. 29. INTENTIONALLY DELETED. 30. THE ACCESS Rt?�,D TO THE PR", 4ECT OFF OF R; BERS a R' 'rW .�, YwI'. E I'1, `,.,,�"fir D '' 1, INTAINE , BY T14E OWNER OF THE PROPERTY. Gt ITFI ACCESS,-` - T tL. `. E. TS -R ' ' . y 31. THE DEVELOPER SHALL CONS T RI T APt RI .::.-, i HE c y _ TION OF RAMI ` RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS RI ASO_\ABL'� REQUIRED) iN ORDER TO ACCOMMODA E ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PH° SICALLY CHALLENGED. ALL SIDEWALKS SHALL BE CONSTRUCTED AT THE TIME OF DEVELOPMENT OF THE PROPERTY. 32. PARKING SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CooE, 33. ALL SITE. 1k1PROVE_i\1E_ ;TS IBC LL -,INC : ENTRY FEATURES, WALLS, L a. LANDSCAPINGAND ND ALONG ALL ROADS, AS WELL AS LANDSCAPINC, .�.R(_DI1\D Tr1E RETEN T "'-')N P( ND T \.�,CTS " : ? E `' Tl,v;:ti ��.'bLL BE COMPLETE i lk TO ISSUANCE OF THE CERTIFIC.� T E OF CO.`' IPL ETION FCiR THOSE C0RRESPC)XDI:`-C Pia 34. STREET LIGHTS MEETING CURRENT CODE REQUIRENIEENT S SHALL BE - S T ,-%I_LED BY THE DEVELOPER PRIOR TO ISS? ".�\CE OF A CERTIFICATE OF COMPLETION 35. INTENTIONALLY DELETED, 36. THE LIFT STATION SHALL BE FENCED WITH A BLACK, VINYL CHAIN LINK FENCE WITH POSTS AND RAILS PAINTED BLACK. SUCH LIFT STATION SHALL ALSO BE SCREENED WITH A HEDGE -TYPE SHRUBBERY SUCH AS VIBURNUM OR LIGUSTRUM 37. 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. 38. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES, TOGETHER WITH THE RETENTION PONDS, WILL BE OWNED, OPERATED AND MAINTAINED BY THE OWNER OF THE PROPERTY. 39. INTENTIONALLY DELETED. 40. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5: I SIDE SLOPES INTO THE POND. 41, INTENTIONALLY DELETED. 42. INTENTIONALLY DELETED. 43. THE DEVELOPER SHALL CONVEY A TWENTY (20) FOOT TRACT OF LAND TO THE CITY OF OCOEE ALONG THE SOUTH PROPERTY LINE OF THE SUBJECT PROPERTY ADJACENT TO THE NORTH SIDE OF ROBERSON ROAD R-O-W, AS REFLECTED ON THE PRELIMINARY/FINAL SITE PLAN DATED OCTOBER 2013, TO THE CITY WITHIN 60 DAYS FROM APPROVAL OF THE FINAL SITE PLAN, BUT IN NO EVENT LATER THAN THE ISSUANCE OF THE INFRASTRUCTURE AND/OR BUILDING PERMITS FOR THE SUBJECT PROJECT. THE CONVEYANCE SHALL BE 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 DEVELOPER SHALL, CONTEMPORANEOUSLY WITH THE CONVEYANCE OF SUCH PROPERTY, PROVIDE TO THE CITY A CURRENT ATTORNEY'S OPINION OF TITLE, OR A CURRENT TITLE COMMITMENT TO BE FOLLOWED BY A POLICY OF TITLE INSURANCE, EVIDENCING THAT FEE SIMPLE TITLE TO SUCH 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 OF SUCH PROPERTY, INCLUDING THE COST OF TITLE WORK, SHALL BE BORNE SOLELY BY THE DEVELOPER. REAL PROPERTY TAXES ON SUCH PROPERTY SHALL BE PRORATED AS OF THE DAY OF THE CITY'S ACCEPTANCE OF THE CONVEYANCE OF THE SAME, AND THE PRORATED AMOUNT OF SUCH REAL PROPERTY TAXES ATTRIBUTABLE TO THE DEVELOPER SHALL BE PAID AND ESCROWED BY SUCH OWNER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTES, PROVIDED, HOWEVER, THAT IF THE CONVEYANCE OCCURS BETWEEN NOVEMBER I AND DECEMBER 31, THEN THE DEVELOPER SHALL BE RESPONSIBLE FOR REAL PROPERTY TAXES FOR THE ENTIRE YEAR. 44. THE DEVELOPER SHALL CONVEY A CONSERVATION AND DRAINAGE EASEMENT TO THE CITY WITHIN SIXTY (60) DAYS FROM APPROVAL OF THE FINAL SITE PLAN, BUT IN NO EVENT LATER THAN THE ISSUANCE OF THE INFRASTRUCTURE AND/OR BUILDING PERMITS FOR THE SUBJECT PROJECT. THE CONSERVATION AND DRAINAGE EASEMENT SHALL BE IN A FORM THAT IS ACCEPTABLE TO THE CITY OF OCOEE AND BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (-SJ W M D -). THE DEVELOPER SHALL PROVIDE A SKETCH AND LEGAL DESCRIPTION FOR THE CONSERVATION AND DRAINAGE EASEMENT AT NO COST TO THE CITY. THE SKETCH AND LEGAL DESCRIPTION SHALL REFLECT THAT THE PORTION OF THE PROPERTY THAT IS THE SUBJECT OF THE CONSERVATION AND DRAINAGE AS DEPICTED ON THE PRELIMINARY/FINAL SITE PLAN DATED -------- 2013. 0- LAANDSMA T CONSULTANTS, LLC 130 South Main Street Winter Garden, Florida 34787 Phone No. 407-694-5148 Fax No. 1-800.813-0831 shri @lands ni a rteonsultants.com rcecoiisultants@cfl.ri-.com Engineer ®f Record Laurence Poliner #56974 LANDSMART CONSULTANTS, LLC, Certificate of .Authorization 28068 PROJECT : 18.2013 DRAIN: KC CHECKED: LMP DATE: SHEET: JULY 2013 SCALE: -11A 45. I. GENERAL NOTES A. THESE GENERAL NOTES APPLY TO ALL WORK IN THIS SET OF DRAWINGS. B. IT IS THE RESPONSIBILITY OF THE CONTRACTOR(S) TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL ABIDE BY ALL PERMIT CONDITIONS. C. FLORIDA LAW (F.S. 553.851) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINES IN THE AREA OF PROPOSED EXCAVATION." THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATION EXCLUDING HOLIDAYS, SATURDAYS OR SUNDAYS. D. CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS, INCLUDING BUT NOT LIMITED TO, WATER, SANITARY SEWER, POWER, NATURAL GAS, TELEPHONE AND CABLE TV COMPANIES, E. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH THE APPROPRIATE UTILITY COMPANY AND / OR THE APPROPRIATE POWER CORPORATION ON ANY WORK IN THE VICINITY OF OVERHEAD OR UNDER -GROUND POWER LINES, F. CONTRACTOR SHALL VERIFY PROPER CLEARANCE BELOW EXISTING OVERHEAD POWER LINES PRIOR TO WORKING WITHIN THE VICINITY OF THE POWER LINES, G. ALL INSPECTIONS WILL BE MADE BY THE RESPECTIVE GOVERNING AGENCY. THE ENGINEER OF RECORD WILL PROVIDE CONSTRUCTION OBSERVATION SERVICE, H. ALL RECOMMENDATIONS AND REQUIREMENTS OF THE INSPECTION PERSONNEL OTHER THAN THE OWNER'S SHALL BE REPORTED TO THE ENGINEER PRIOR TO IMPLEMENTATION, COMPENSATION WILL NOT BE ALLOWED FOR WORK WHICH IS NOT AUTHORIZED BY THE ENGINEER OR OWNER, I. ALL WORK SHALL BE OPEN AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE CITY, OWNER, INVOLVED UTILITY COMPANIES, PROJECT ENGINEER, AND REGULATORY AGENCIES, J. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND THE OWNER IN WRITING. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO DIFFERING SITE CONDITIONS WILL BE ALLOWED IF THE CONTRACTOR FAILS TO PROVIDE THE REQUIRED WRITTEN NOTIFICATION OF SUCH CONDITIONS FOR REVIEW BY THE ENGINEER AND THE OWNER. K. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS PRIOR TO CONSTRUCTION IN THE AREA OF CONFLICT. L. NO EXISTING MATERIAL SHALL BE USED IN NEW CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAWING APPROVAL PROCESS. M. WORK SHALL BE PERFORMED IN ACCORDANCE WITH BOTH THE CITY OF OCOEE STANDARDS & THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, AND FDOT ROADWAY TRAFFIC DESIGN STANDARDS, LATEST EDITION, ALL FDOT INDEXES USED ARE REFERENCED HEREIN. CONTRACTOR IS RESPONSIBLE FOR OBTAINING COMPLETE COPIES OF THE LATEST EDITION OF FDOT STANDARD INDEXES AND SPECIFICATIONS. N. CONTRACTOR SHALL PROTECT ADJACENT WATER BODIES, WETLANDS AND PROPERTIES FROM DAMAGE BY SEDIMENTATION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. 0, CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, WHETHER SHOWN ON THE PLAN OR DESIGNATED IN THE FIELD, P. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPER TRAFFIC MAINTENANCE AND CONTROLS IN ACCORDANCE WITH REGULATORY STANDARDS, WHERE A TRAFFIC MAINTENANCE PLAN IS REQUIRED, THE CONTRACTOR SHALL PREPARE AND SUBMIT THE PLAN FOR APPROVAL TO ALL APPLICABLE REGULATORY AGENCIES. Q. CONTRACTOR SHALL VERIFY THE ACCURACY OF THE BUILDING GEOMETRY SHOWN IN THE FINAL ARCHITECTURAL DRAWINGS PRIOR TO STAKE -OUT, AND SHALL NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY DIFFERENCES. R. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY TESTING TO ASSURE THAT THE PROPER COMPACTION HAS BEEN ACHIEVED ON THE SUBGRADE, BASE MATERIAL, PIPE BASE MATERIAL AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH TESTING AND RETESTING THE AREAS AND SHALL PROVIDE THE OWNER AND THE ENGINEER COPIES OF ALL TEST RESULTS. ALL REPORTS ARE TO BE SIGNED AND SEALED BY A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF FLORIDA. SSOCOF- CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ON E CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED IN F.S. 556,106 APPLIES, AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1-800 432-7770 DURING BUSINESS HOURS OR USE THE INTERNET TO PROVIDE NOTIFICATION INFORMATION. 11. PRECONSTRUCTION RESPONSIBILITIES A. UPON RECEIPT OF NOTICE OF AWARD, THE CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE TO INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES, ALL AFFECTED UTILITY OWNERS, THE OWNER, THE ENGINEER AND ITSELF. B. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A CONSTRUCTION SCHEDULE DEPICTING EACH PHASE OF THE WORK. C. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATION, ELEVATION, AND MATERIAL OF ALL EXISTING UTILITIES WITHIN THE AREA OF CONSTRUCTION. D. EXISTING UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF EXISTING UTILITIES SHOWN OR FOR ANY EXISTING UTILITIES NOT SHOWN. E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES FOR WHICH IT FAILS TO REQUEST LOCATIONS FROM THE UTILITY OWNER, THE CONTRACTOR IS RESPONSIBLE AS WELL FOR DAMAGE TO ANY EXISTING UTILITIES WHICH ARE PROPERLY LOCATED, F, IF UPON EXCAVATION, AN EXISTING UTILITY IS FOUND TO BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION OR TO BE OF A SIZE OR MATERIAL DIFFERENT FROM THAT SHOWN ON THE PLANS; THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. G. THE LOCATIONS OF EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY, PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAKE ARRANGEMENTS FOR THE FIELD LOCATIONS AND FOR ANY RELOCATION'S OF THE VARIOUS EXISTING UTILITIES WITH THE UTILITY OWNERS, WHICH SHALL BE DONE IN A TIMELY MANNER TO MINIMIZE IMPACT ON CONSTRUCTION SCHEDULE. ANY DELAY CAUSED BY THE CONTRACTOR BY THE RELOCATION OF UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED, H. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO TAKE THE NECESSARY PRECAUTIONS TO E'NSJRE W;C= ER SAFETY AND WORKMANSHIP WHEN WORKING IN THE VICINITY OF EXISTING UTILITY LINES, SUNSHINE STATE ONE CAL- OF FLORIDA; NC',:SHALL BE CONTACTED TWO FULL BUSINESS DAYS (BUT NOT MORE THAN FIVE) BEFORE TO FIND OUT WHERE BURIED FACILITIES IELECTR'OAL, GAS, TELEPHONE, CABLE, WATER) ARE LOCATED. III. PROJECT CLOSEOUT A. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEA . UPON FINAL CLEAN UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PA\ ED AREAS SMALL BE SWEPT BROOM CLEAN, Ti HE CONTPA,CTCR SHALL RESTD E O =. = � DE G`', P=N ANDAS DiRECTE'= BY THE ENGINEER, THE CITY OR THE GOVERNI --`GEN_' `NY PUBLIC '0 = z .','Ayw - _, _ . _ A4EC S' ITS WORK. EQUIPMENT, EMPLOYEES ORTHOSE 'JF NTRACTC=+~ V ry - _ - _ `' AT EX:ST',NG IMMEDIATELY PRIOR TO _rHE BE 3.N'% N'C, F TOTH;S _ C`v R _ a__ bECESSARY'H:GHINA`;'" OR WORK. S_ TABLE MATERi=;.'_S AND %1E' C '= H. , =3E JSE_ F" R SUCH RESTORATiO"N, C. THE CON T;ACTOR SHALL , N-A'.N E CORDS O 'd^<C '� E w, __TED. D. ALL REQUIRED TESTING RES'UL-S E. ALL REQUIRED AS-BU{v NFORVA 1 _ EN REQUIRED CERTIFICATION OF COMPLETION SHALL FOLLOW THE CITY OF OCOEE LAND DEV'ELOPiMENT CODE, SECT ON 4.3 F. CERTIFICATION OFCOMPLETION E"NC!NEER'S CERT'FICATION LETTER (SIGNED AND SEALED BY A PROFESSIONAL ENGINEER) 2. SURVEYOR'S r-ER + I A T ION LETTER tS'GNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR' 3. TWO (2) SETS C'F AS-B' v _ F .N , S=' DN F E AND SEALED! 4. A TWO YEA; "' AINTEN ' � r = a.`,- E E � % � ' S - `,-EIMPROVEMENTS, 5, CERTIFIED COST (SIGN EE D SE,.- _E' BY _ uNAL ENGINEER) 6. BILL OF SALE -WATER SYSTEV 7. BILL OF SALE- WASTEWATER SYSTEM 8. COPY OF SIGNED CONTRACT FOR SITE WOR'. 9, LETTER FROM FDEP INDICATING ACCEPTANCE'SF PERM T"E_ :. _ . . 10. LETTER FROM SJRWMD INDICATING ACCEPTANCE OF PERMITTED S K 11, CERTIFICATION FOR BACK FLOW PREVENTER V. SHOP DRAWINGS AND SUBMITTALS A. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, 7 SETS OF SHOP DRAWINGS AND CATALOGUE LITERATURE SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER OF RECORD FOR SANITARY SEWER, POTABLE WATER AND STORM SEWER FACILITIES, B. INDIVIDUAL SHOP DRAWINGS FOR ALL PRECAST STRUCTURES ARE REQUIRED, CATALOGUE LITERATURE WILL NOT BE ACCEPTED FOR PRECAST STRUCTURES. C. PRIOR TO SUBMITTING SHOP DRAWINGS TO THE ENGINEER, THE CONTRACTOR SHALL REVIEW AND APPROVE THE DRAWINGS, AND SHALL NOTE IN RED ANY DEVIATIONS FROM THE ENGINEER'S PLANS OR SPECIFICATIONS. SIX (6) SETS OF APPROVED SHOP DRAWINGS SHALL BE RETURNED TO THE CONTRACTOR FOR DISSEMINATION TO OWNER, UTILITY, LOCAL JURISDICTIONAL AGENCIES, ETC, D. THE CONTRACTOR SHALL CONFIRM COMPATIBILITY OF PIPE SLOPES AND INVERTS DURING SHOP DRAWING AND MATERIALS ORDERING PHASE OF THE PROJECT AND ADVISE THE ENGINEER OF ANY DISCREPANCIES. VI, CONSTRUCTION SAFETY A. ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER, SPECIFICALLY, THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL BE STRICTLY OBSERVED. VII, TRENCH SAFETY ACT A. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH THE STATE OF FLORIDA TRENCH SAFETY ACT. B. WHERE EXCAVATIONS TO A DEPTH IN EXCESS OF FIVE FEET (5 FEET) ARE REQUIRED, THE CONTRACTOR SHALL INCLUDE THE FOLLOWING INFORMATION IN THE BID: 1. A REFERENCE TO THE TRENCH SAFETY STANDARDS THAT WILL BE IN EFFECT DURING THE PERIOD OF CONSTRUCTION OF THE PROJECT. 2. WRITTEN ASSURANCES BY THE CONTRACTOR PERFORMING THE TRENCH EXCAVATION THAT SUCH CONTRACTOR WILL COMPLY WITH THE APPLICABLE TRENCH SAFETY STANDARDS, 3, A SEPARATE ITEM IDENTIFYING THE COST OF COMPLIANCE WITH THE APPLICABLE TRENCH SAFETY STANDARDS. C. WHEN A BID IS NOT SUBMITTED, THE CONTRACTOR SHALL SUBMIT THE INFORMATION LISTED IN ITEM 'B' TO THE ENGINEER PRIOR TO STARTING WORK. VIII, SURVEY DATA A. ALL ELEVATIONS ON THE PLANS OR REFERENCED IN THE SPECIFICATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NAVD). B. THE CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID DAMAGE TO SURVEY MARKERS DURING CONSTRUCTION, ANY SURVEY MARKERS DAMAGED DURING CONSTRUCTION WILL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. C. BENCHMARK LOCATION AND ELEVATION ARE AS REPRESENTED BY SURVEYOR AT THE TIME OF SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT TIME OF CONSTRUCTION. IX, TEMPORARY FACILITIES A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES AND ELECTRICITY TO ITS EMPLOYEES AND SUBCONTRACTORS FOR THEIR USE DURING CONSTRUCTION. B. MAINTENANCE OF TRAFFIC IN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE MUTCD AND FDOT. C. ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR WALKWAYS SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. D, NO TRENCHES OR HOLES NEAR WALKWAYS OR IN ROADWAYS OR THEIR SHOULDERS ARE TO BE LEFT OPEN DURING NIGHTTIME HOURS WITHOUT EXPRESS PERMISSION OF THE CITY OR RESPECTIVE GOVERNING AGENCY. X. INTERRUPTION OF EXISTING UTILITIES A. ANY CONSTRUCTION WORK THAT REQUIRES INTERRUPTION OF SERVICE TO ANY CUSTOMER SHALL BE DONE SO WITH A MINIMUM OF SEVENTY-TWO (72) HOUR NOTICE TO, AND WRITTEN APPROVAL BY, THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE LOCAL JURISDICTIONAL AGENCIES AND OTHER GOVERNING AGENCIES, AND OTHER AFFECTED UTILITIES PRIOR TO SCHEDULING THE SHUT DOWN TO ASSESS THE SCOPE OF WORK. ALL SYSTEM SHUT DOWNS SHALL BE SCHEDULED BY THE CONTRACTOR AT SUCH TIME THAT SYSTEM DEMAND IS LOW, THIS GENERALLY REQUIRES NIGHT TIME WORK BY THE CONTRACTOR AND REQUIRES FULL TIME INSPECTION BY A REPRESENTATIVE OF THE UTILITY, ALL COST FOR OVERTIME WORK BY THE REPRESENTATIVE OF THE UTILITY SHALL BE BORNE BY THE CONTRACTOR. EACH CUSTOMER AFFECTED BY THE SHUT DOWN SHALL BE PROVIDED, MINIMUM, FORTY-EIGHT (48) HOURS WRITTEN NOTIFICATION BY THE CONTRACTOR. Xi. EROSION CONTROL PLAN NOTES A. FOR EROSION CONTROL NOTES PLEASE REFERENCE SWPPP-1 (SHEET 10) & SWPPP-2 (SHEET 11) i. •qk A. IT IS THE CONTRACTOR'S RESPONSIBILIT) TO DETERMINE EXISTING SITE CONDITIONS OF SOIL DURING THE BID PREPARATION TO DETERMINE IF ANY OFF -SITE MATERIALS WILL NEED TO BE IMPORTED TO ACHIEVE THE GRADES SPECIFIED ON THE PLANS, B. PRIOR TO BID PREPARATION, THE CONTR-\CTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE, THE LIMIT AND DEPTH OF EXPECTED ORGANIC MATERIAL, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFF SITE AND MATERIALS TO BE P!SPOSED OF OFF SITE. ANY DELAY, INCONVENIENCE OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVI STIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOW[ .`e THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACIv' ILL AND THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST. FROM OFF SITE TO MEET THE REQUIREMENTS ; OR COMPACTION AND PROPER FILL. C, CLEAR AREAS INDICATED SHALL BE COMi'LETELY CLEAR OF ALL TIMBER, BRUSH. S7UWPS, R,OCTS, WEEDS, RUFFSH A'\D A_ OTHER DEBRIS AND OBSTRUCTIONS RE, � FING ON OR PROTRUDING THROUGH THE SURFACE OF THE 3;0UND. THIS DEBRIS SHA..-_ B, DISPOSED OF IN A LEGAL MANNER, BURNING OF THIS MATERIAL IS NOT PERMITTED UNLESS THE C,,: NTPACTOR OBTAINS SPcC'FiC PERMITS ALLOT`, ING SUCH ACTIVITY. D. ALL EXCESS F?`L FROM THE SITE SHALL :,,E STOCKPILED BY THE CONTRACTOR, IN .A LOCATION DETERM NED BY THE OWNER CR THE OWNER'S REPRESENTATIVE AND THE E[NO ;INEER. E. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL IN BUILD;NG OR PAVEMENT AREAS SHALL BE RE\?O\ ED AND REPLACED iN ACCORDANCE WITH THE GEOTECHNICAI REPORT RECOMMENDATIONS AND SOUND CONSTRUCTION PRACTICES. XII', S 3N,NG AND PA', Liu'ENT "BARKING NOTI 33 _ 0AVEV FDOI, CITY OR COUNTY RIGHT-GFA,%A`. SP AL �� TgMM; ,"u "+ST C ALL S7C= v,l _ LAS, I IC. ALL OTHER STRIPING SHALL BE PAiNT SS OTHER\', rE SPECIFIED. ALL . A::,v S_D FO-. =.A`t _b ENT MARKINGS SHALL CONFORM TO SECTION 971 13 uF -_ =GuT ST,A":__^ A ,D SPECIFICATIONS FOR ROAD AND BRIDGE :r CNSTRJCTION, LAI I ST EDITION (SSRBC). ALL PAINTED MARKINGS SHALL BE AP°L EE IN ACCORDANCE WITH SECTION 710 OF THE FDOT SSRBC AND I HE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD'�. PAINT MAY ONLY BE USED FOR PRIVATE DEVELOPMENT IMPROVEMENTS OR AS TEMPORARY MARKINGS. D. THERMOPLASTIC TRAFFIC MARKINGS SI IALL CONFORM TO SECTION 711-2 OF THE FDOT SSRBC. ONL\` ,4LKYD BASE SHALL BE USED, THERMOPLASTIC TRAFI IC MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH SEC- ON 71' C" TEE =E''E' -`'= E - AND THE MUTOD. E ALL REFLEC-'` 'E PAVEAVEN - `.'ARKINGS :;HALL BE INSTALLED IN CONFORMANCE WITH SECTION 706 OF T "E_ L- SSRBC. TRAFFIC S 'GNS SH`__ V, E _-.ONSTRUCTED OF HIGHLY REFLECTIVE MATERIAL AND BE "STANDARD" SEE .AS ESTABLISHED IN THE G. S__ =,a,RS TO BE A WNI'%`wI°a' _` 4 FEET CLEAR BEHIND CROSSWALKS, H. HAN -_ P PARK IN'3 SPACES -H .'_L BE C,SIGNATED BY APPROPRIr,7=`AVEMENT MARKINGS ANL XIV. PAVING, GRADING AND DRAINAGE NOTI A. CONTRACTOR ACCEPTS SITE AS IS, AN1 REPAIRS TO EXISTING STE ELEMENTS INCLU' ' = ' E , - zz D AN 3E, SANITARY SEWER, WATER, ;;IGNAGE AND STRIPING Sri, _L BE INCLUDED IN B. ALL _'j::S RADII AND DIMENSIONING ARI TO EDGE OF PAVEMENT. C. PRICP: -: E a 3KFILLING THE DRAINAGE', YSTEM, THE CONTRACTOR SHALL NOTIFY THE E'N'3,NE.c AGENC E N.,P . ; T ION. D. ALL EX S _-,AN'__POSED UTILITIE' , SHALL BE ADJUSTED TO NEW FINISH GP,ADES SLOP "S REQU E. AL' ' FE COMPLETED 01; SLEEVING PROVIDED BEFORE ANY PA`. 1:`'E � _ ON BEGINS, SED TO EXIST11N, CONDITIONS SHALL NOT BE STEEPER THAN�i.1b' N� R ='_,AFTER THAN 20H:1! . K! ALES AND SLOPES S� .'_7':_: SODDED AFT, i,,RADING (SEE NOTE IV,C.6). G. IF THE PLANS ''a -E A STABILIZE' -' IBGRADE IS TO BE USED, IT SHALL HAVE A N'.!N 'V.JM LBR Ai E CAP 4'r 'OR A FBV OF -c -.'ND SHALL BE IN L•_ " NCE WITH SPECIFICATIONS, SECTION 160. IT IS THE CCN, nACT-: R`S A' SF -, aS!BILITY TO S'JB%'', , TO THE ENG,'NE --PROVAL FERIAL TO BE USED FOR THE SUBGRADE, AND HEfR PROPORTIONS AND LABOR. CRY LBR, BEFORE DE_ '. E= -' THE SITE, ' Y CONTROL LBR'S MAY BE REQUIRED BY THE ENGINEER TO PROVE THE IN -PLACE CONDITION. H. MATERIAL-�-, '\T MORE THAN 10 OR A LIQUID LIMIT GREATER THAN 40 SHALL NOT BE USED. ALL MATERIAL USED FOR S` E _ w - E 7L J- `,i FALL PASS A 3-1/2 INCH SIEVE, ALL REQUIREN - E' :U ` Ati'E _ LLES- I IESULTS FOR SUBGRADE SHALL BE PROVIDED TO THE ENGINEER PRIOR TO PLACING BASE COURSE MA-=- , , J. F THE PLANS `,D'OA T E A L!VE= - -K ; r,,VSE, THE CONSTRUCTION AND THE MATERIAL FOR THE LIMEROCK BASE S PALL CONFORM TO THE REQUIREN"EN-S OF THE F,E,'.T SPECIFICATIONS, SECTION 200. THE LIMEROCK BASE SHALL BE COMPACTED TO A 98% MAXIMUM DENSITY AT O '7,IVUM MOISTURE, RASH 10 T-180, METHOD "D". THE GEOTECHNICAL ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER OF DENSITY TESTS REQUIRED. THE TESTS RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO THE APPLICATION OF THE PRIME AND TACK COATS. K, IF THE PLANS INDICATE A SOIL CEMENT BASE, THE CONSTRUCTION AND THE MATERIAL FOR THE SOIL CEMENT BASE SHALL CONFORM TO THE REQUIREMENTS OF I HE F,D,O,T. SPECIFICATIONS, SECTION 270, THE SOIL CEMENT BASE SHALL BE COMPACTED TO A 98% MAXINIJI0 DENSITY AT OPTIMUM MOISTURE, AASHTO T-134, METHOD "D". THE GEOTECHNICAL ENGINEER SHALL SPECIFY THE LOCATION AND N'_ MEER OF DENS] I Y TESTS REQUIRED. THE TESTS RESULTS SHALL BE ACCEPTED BY THE ENGINEER PRIOR TO THE APPLICA-,:'N C` T- H PRIME AND 1 ACK COATS. L. THE SASE S A' LL BE T'RANSP PTE D T- THE POINT WHERE IT IS TO BE USED, OVER BASE PREVIOUSLY PLACED IF PRACTICABLE, AND DUMPED'C'N THE END OP� -HE ='RECEDING SPREAD. HAULING OVER THE SUBGRADE AND DUMPING ON THE SUBGRADE WILL BE PERIL 77E': ONL\ b^,H,':, ill T' IE ENGIINEERS OPINION, THESE OPERATIONS WILL NOT BE DETRIMENTAL TO THE SUBGRADE. M. ALL REOJ'RED DENS17v AND LBR TEST RESULTS FOR BASE COURSE SHALL BE PROVIDED TO THE ENGINEER & THE CITY OF OCOEE'S ENGINEERING INSPECTOR PRIOR TO PLACING ASPHALT. N. THE PRIME COAT BITUMINOUS MATERIAL SHALL BE APPLIED BY MEANS OF PRESSURE DISTRIBUTOR, THE AMOUNT OF BITUMINOUS MATERIAL APPLIED SHALL BE AT A RATE NOT LESS THAN 0.15 GALS / SY FOR LIMEROCK BASES AND NOT LESS THAN 0.25 GALS / SY FOR SOIL -CEMENT BASES, THE RATE OF APPLICATION SHALL COAT THE SURFACE THOROUGHLY AND UNIFORMLY WITHOUT HAVING ANY EXCESS TO FORM POOLS OR FLOW OFF THE BASE, THE PRIME SHALL BE ALLOWED TO STAND WITHOUT COVER MATERIAL FOR A PERIOD OF 48 HOURS UNLESS OTHERWISE ORDERED BY THE ENGINEER. 0. NO BITUMINOUS MATERIAL SHALL BE APPLIED WHEN THE TEMPERATURE OF THE AIR IS LESS THAN 40 DEGREES FAHRENHEIT IN THE SHADE AND FALLING, OR WHEN IN THE OPINION OF THE ENGINEER, THE WEATHER CONDITIONS OR THE CCNCTiON OF THE EXISTING SURFACE IS UNSUITABLE. P. THE SURFACE TO BE PRIMED SHALL BF CLEAN AND DRY, FOR LIMEROCK BASES, THE GLAZED FINISH SHALL BE REMOVED BEFORE THE APPLICATION OF PRIME COAT, THF TEMPERATURE OF THE PRIME MATERIAL SHALL BE BETWEEN 100 DEGREES FAHRENHEIT AND 150 DEGREES FAHRENHEIT. Q. ALL EXPOSED ENDS OF CURB SHALL TI IANSITION TO FINISHED GRADE R. ALL CONCRETE CURBS, SIDEWALKS, INl ET TOPS, ETC., SHALL BE 3000 PSI CONCRETE, UNLESS OTHERWISE SPECIFIED. S. CONTRACTOR IS RESPONSIBLE FOR GI IADING ALL PAVEMENT TO DRAIN POSITIVELY, INTERSECTIONS SHALL TRANSITION TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR DRAINAGE BE OBSERVED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO PLACEMENT OF CURBS OR PAVEMENT COURSES, SO THAT RECOMMENDATIONS FOR CORRECTION CAN BE MADE. T. PAVEMENT GRADES AT HANDICAP PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. U. PROPOSED AND EXISTING SIDEWALKS SHALL BE RAMPED FLUSH WITH PAVEMENT. RAMPS SHALL NOT EXCEED A 12 HORIZONTAL TO', VERTICAL SLOPE, V. SIDEWALK RAMPS SHALL BE TEXTURED IN CONFORMANCE WITH FDOT STANDARDS EXCEPT WHERE LOCAL CODES DICTATE OTHERWISE OR IF INDICATED OTHERWISE ON THE PLANS. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND THE MUNICIPAL AUTHORITY FOR FORM BOARD AND PRE POUR INSPECTIONS PRIOR TO ANY SIDEWALK AND / OR CONCRETE RAAw?Z INSTALLATION, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT ALL RAMP TEXTURED SURFACES AND S;D LONGITUDINAL AND CROSS SLOPES ARE IN CONFORMANCE WITH LOCAL, STATE AND FEDERAL ADA STANDARDS. W. ALL OFF -SITE DISTURBED AREAS SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITION OR BETTER. X. ALL LANDSCAPE ISLANDS SHALL CONTAIN SUITABLE LANDSCAPE MATERIAL FOR LANDSCAPE INSTALLATION, Y. ELEVATIONS OF GRASSED AREAS ARE GIVEN AT FINISHED SOD / SEED GRADE. Z. ELEVATIONS GIVEN ADJACENT TO CURB OR FRONT OF SIDEWALK ARE CONSIDERED EDGE OF PAVEMENT GRADES, AA. SUBGRADE SHALL BE FREE OF MUCK, ;,TUMPS, ROOTS, UNDERBRUSH, VEGETATIVE MATTER, GARBAGE, TRASH OR ANY M?ATERiAL THAT WILL NOT PROVIDE A SUITABLE..; I -ABLE, CLEAN SUBGRADE. AB, ALL SUBGRADE, BASE COURSE, PRIME COAT, TACK COAT AND ASPHALT MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS (LATEST t DITION). AC. BEFORE CONSTRUCTION OF ASPHALT `SURFACE, A JOB MIX FORMULA SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER. AD. CONTRACTOR SHALL BE RESPONSIBLI- FOR REMOVAL OF DEBRIS AND SILT WHERE TIE-INS TO EXISTING DRAINAGE STRUCTURES OR SWALES ARE TO BE PERFORMED. AE, PIPE LENGTHS SHOWN REPRESENT SEALED DISTANCES BETWEEN CENTERLINES OF DRAINAGE STRUCTURES AND FROM INVERTS OF ENDWALLS AND / OR MITERED END SE{ ;TIONS. AF. JOINTS FOR REINFORCED CONCRETE S-,TORM DRAINS AND CULVERTS SHALL BE FOR ROUND PIPE, RUBBER GASKETS MEETING THE REQUIREMENTS OF SECTION 430-7.2, 941-1.5 AND 942-1, FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, SHALL BE USED. AG. REINFORCED CONCRETE PIPE SHALL BE PER ASTM C-76 CLASS 111, UNLESS OTHERWISE SPECIFIED. INSTALLATION OF REINFORCED CONCRETE PIPE SHALL BE IN ACCORDANCE WITH FDOT SSRBC (LATEST EDITION). AH. ALL STORM STRUCTURES SHALL BE CONSTRUCTED AND INSTALLED PER FDOT SSRBC, GRATES SHALL BE CAST IRON. GRATES IN PAVEMENT SHALL BE FRAME AND GRATE CONSTRUCTION UNLESS OTHERWISE SPECIFIED OR APPROVED. Al. ALL TYPE'P' STRUCTURE BOTTOMS SHALL BE ROUND UNLESS OTHERWISE SPECIFIED AND SHALL HAVE A 4-FOOT MINIMUM DIAMETER. AJ, REINFORCED CONCRETE PIPE SHALL MEET THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS SECTION 941. CONCRETE PIPE SHALL BE CLASS III OR AS SHOWN ON THE PLANS, PIPE GASKETS SHALL MEET F.D.O,T. STANDARD SPECIFICATIONS SECTION 942. AK. ALL PIPE JOINTS SHALL BE WRAPPED PER FDOT STANDARD INDEX NUMBER 280, AL. ALL PIPE SHALL BE CAREFULLY LAID, TRUE TO THE LINES AND GRADES GIVEN, WITH HUB UPGRADE AND TONGUE END FULLY ENTERED INTO THE HUB, WHEN PIPE WITH QUADRANT REINFORCEMENT OR CIRCULAR PIPE WITH ELLIPTICAL REINFORCEMENT IS USED, THE PIPE SHALL BE INSTALLED IN A POSITION SUCH THAT THE MANUFACTURER'S MARKS DESIGNATING TOP AND BOTTOM OF THE PIPE SHALL NOT BE MORE THAN FIVE DEGREES FROM THE VERTICAL PLANE THROUGH THE LONGITUDINAL AXIS OF THE PIPE. ANY PIPE THAT IS NOT TRUE IN ALIGNMENT OR WHICH SHOWS ANY SETTLEMENT AFTER LAYING SHALL BE TAKEN UP AND RELAID WITHOUT ADDITIONAL COMPENSATION, AM, PVC PIPE SHALL CONFORM TO ASTM D3034 SDR 35 WITH ELASTOMERIC JOINTS, NON -PERFORATED, PVC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE UNI-BELL PLASTIC PIPE ASSOCIATION'S "RECOMMENDED PRACTICE FOR INSTALLATION OF PVC SEWER PIPE". AN. SDR 35 PVC DRAINAGE PIPE SHALL BE CONNECTED TO THE CATCH BASIN WALLS WITH A COATED PVC ADAPTER, CEMENT COLLAR, RUBBER BOOT, OR AS APPROVED BY THE ENGINEER. AO. POLYETHYLENE PIPE SHALL BE HDPE CONFORMING TO AASHTO M252 AND AASHTO M294 (WHERE APPLICABLE) EQUAL TO ADS WITH PIPE AND FITTINGS BY THE SAME MANUFACTURER, YARD INLETS SHALL BE ADS NYLOPLAST WITH 12-INCH DIAMETER CAST IRON GRATES (UNLESS OTHERWISE SPECIFIED), AP. ROOF DRAIN CONNECTIONS SHALL TERMINATE 5 FEET OUTSIDE THE BUILDING ENVELOPE, AQ. ALL CONNECTIONS WITH FDOT, CITY OR COUNTY RIGHTS -OF -WAY SHALL BE COORDINATED WITH THE APPROPRIATE JURISDICTION, AR. ALL STORM STRUCTURES ARE TO BE PLACED ON A 12 INCH BED OF CRUSHED STONE OR EQUAL A APPROVED BY THE CITY ENGINEER AND FULLY ENVELOPED WITH FILTER FABRIC, XV. WATER AND SEWER DISTRIBUTION & COLLECTION SYSTEM NOTES ALL WATER AND SEWER SYSTEMS SHALL BE CONSTRUCTED AND MAINTAINED PER THE CITY OF OCOEE'S ENGINEERING STANDARDS MANUAL I LANDSMART CONSULTANTS, LLC 130 South Nlaln Street Winter Garden, Florida 34787 Phone No. 407-694-5148 Fax No. 1-800-813-0831 shrl @ landsmai-tconsultants,coni reeconsultaiits @ cfl.rr.coni Laurence Pollner #56974 I ANDSMART CONSULTANTS, L1,0 j Certificate of Authorization 28068 v J PROJECT 18.2013 DRAWN: KC !!! CHECKED: LMP DATE: SHEET, JULY 2013 SCALE: 2 NOTESli A ZONING: C-2 C;��iii z _� ZON.I�G: A-1 20'X10' EMERGENCY GENERATOR PAD WETLAND WEXAND SEE SHT. 7 �V 14� RA 14' ACCESS DRIVEWAY (TYP) G FLAG W1-7 FOR PROFILE . . ........ .. .... .... ..... . r?D k k DXANU; FLAG n! .00' 00 E.k D 7, ell r, i X.. .. .. Cb w: WETLAND # 1 j W:7LANQ�: i CONTAINING: 'ODD PLAtN LINE Z3 . . . . . . . . . . . . 116.4 ELEVAT�ON 0 0.12 ACRES D 20' RIGHT-OF-WAY­`� DEDICATION TO BE CONVEYED BY SEPARATE INSTRUMENT, D D tETLAN'D ............ R! GH T- OF-�-, WA- CONTAKNG: 0.0ACRES D D k DFLOOD PLAIN LINE ELEVATION 11 6A L 4ND # 3' WE LAND 2.45 + ACRES D D D W3 WEI AND .......... FL 3-76 D P. 0. B. WETLAND F1 Ar FUG: DEVELOP 1'vl E NOTE: 1 HOURS OF OPERATION: 24 HOURS/DAY NUMBER OF EMPLOYEES: 30-35 2. ALL BUILDING LIGHTING FIXTURES SHALL BE EQUIPPED WITH SHIELDED OR FULL -CUT OFF LUMINAIRES INCORPORATING FLUSH -MOUNTED LENSES (LDC,ARTICLE VI, SECTION 6-14, C., (2): (1), V!II. 3. ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE. AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE TO 7HE BUILDING AS POSSIBLE AND PAINTED BLACK AND SCREENED WITH LANDSCAPING. IF MOUNTED ON BUILDINGS THEN THE SAME COLOR OF TIME BUILDING WILL APPLY, 4, BUILDING IS TO BE 34'-4", THREE STORIES, 112,269 &F� 2L STORMWATER POND xx Fi nnn ZONE "X" 8'X4' 3000 IDSI S-Op, _yP 4" CONC PAD/ WITH BIKE RACK FLOOD ZONE: (PORTIONS) PER FIRM MAP 12095CO220F, DATE SEPTEMBER 25, 2009 (LOMR APPLIED FOR) alla 0 1 LTM a M 75 RR LANDSMAR. II CONSULTANTS, LLC 130 Soutb Main Street Winter Garden, Florida 34787 Phone No. 407-694-5148 Fax No. 1-800-813-0831 shri(#,)Iaid. marteonsultants.com reeconsultantsC"ll.meom Engineer of Record Laurence Poliner #56974 LANDSMART CONSULTANTS, LLC Certificate of Authorization 28068 PROJECT#: XXXXX DRAWN: BWCHECKED: LMP DATE: SHEET: JUNE 2013 SCALE: 1 50' 3 P- NO 'T' F�LAT'--D 194LF-30"HDP @ 0.187% 182LF-30"HDP @ 0.20% STR # 4 r\/ M r- n-7 Cl-rn M h A AAI I C' LET 121LF-1 8"HDPE! TYPE D,.;..INLET ORATE 17.80 GRAi77 @O.20% IINV= 1 1430 N v 4 �('J' 6 ov s STR # 3 TYPE D INLET GRATE= 117.00 -L In-) ZONE ul INV= 112.55 Co %T N V fit .......... # 2 WE ....... X-V 1 N G:� FLAB z LU IVe. cn cvt 5A U MERM&' U LLJ MISS P. 0, B. Cn 1�11 i3l;` "I fl� LU STOR WWA 7FR LEGEND: WWA-- PROPOSED SPOT ELEV. NOTE: MF- MATCH EXISTING GRADE ALL ROC�-- ECRAINS SHALL TIE INTO DRAINAGE STRUCTURES door - (SEE ARC- PLANS FOR DETAILS) \ - - ­ EXISTING CONTOURS STRUCTURE NUMBER Em a m LANDSMART CONSULTANTS, LLC 130 South Main $treet Winter Garden, Florida 34787 Phone No. 407-694-5148 Fax No. 1-800-813-0831 shr!Ca,,landsmarteonsultants.com reeconsultantsCacfl.rr.com Laurence Poliner #56974 ANDSMIA-RT CONSULTANTS, LLC Certificate of Authorisation 28068 1 -- — PROJECT # �- XXXXX DRAWN: BWCHECKED: LMP DATE: SHEET: JUNE 2013 SCALE: I" = 50' 4 GRADING and DRAINAGE PLAN ai PROPOSED 12" D.I. ATE MAIN X (TYPICAL 5 FT OFF EXISTING EDGE OF I/ 12" GATE VALVE--­� W/RESTR/BOX /RISER/CONC PAD PROPOSED 6-"'� PVC(SDR-21) FORCE MAIN 12" GATE VALVE W/RESTR/BOX /RISER/CONC PAD 12" 12" as TEE 8"GATE VALVE W/RESTR/BOX /RISER/CONC PAD PROPOSED LIFT STATION RIM ELEV=1 19.20 PROPOSED 8" (N)INV IN=1 11.00 (FRM MH #1) D.I. WATERMAIN F6 LF 8" PVC(SDR-35)01.67%; D 8"WTPI 8"WTR .3"WTR 5"WTR 8"Wm 10 LF 8" PVC(SDR-35).. , — ig rTi : — 0, D STUB W/PLUG@ 1 % 4 0 D CIO ZE SANITARY MH .1 G.L 4,4.®;12d..00 .2b (FRM. MH #2) ib W)INV IN=111.20 (FROK-4 10 LF lD, 8" STUB WITH PLUG FOR D 4_11 FUTURE CONNECTION) SANITARY MH #3 D (S)INV OUT=111.10(TO RIM ELEV=1 18.40 \'s, (NE)INV IN =1 13.18(FRM MI ­I , 81, Wo �8,,X8 X 6!' TEE ii3099PGV/kEISTR/BOX SER/CONP PAD X8 X3. :-.,TEE 99 %1V 3 "GV/R STR/BOX C ER/ jNC PAD k D sANITARY C.O. 8 SS FF = 120.00 8"SS— N. R 8 WTR A vlrrp IAIT W 6 VV DDOV '/ATFTFACHED FIRE DEPT. 134 LF 8" PVC SAN�� BUILDING CONNECTION (BY CONTRACTOR) (SDR-35)@040% SANITARY C.O. . FDC SHALL HAVE FULL AND CLEAR INV= 115.48 ACCESS 300 LF 8" PVC SAN 2.0" PCTABLE METER (SDR-35)*C'.)% 38 LF-6"PVC 2.0" R=ZBP (SDR-35) W/3.011(C_90o)PVC SANITARY MH C, � N)INV IN SW) = 14_3;_',, INV OUT SAi,, z- POINT OF SUPPLY 6"FIRE SERVICE GATEE RIM E-VALVE 8MH#'N',Y)IN 2(` LATER�,CUT= f /RESTR/BOX /RISER/CONC PAD DECORATIVE BLACK METAL FENCE AR L LIFT STATION, WTH SWING GATE. 8"SS PROPOSED LIFT STATION 6" 4000 PSI CONCRETE 1' #57 STON7 DRIVEWAY a 4" DEEP OVE:R X. I ':: '�TARII 1717F) PASE -11 —FIRE HYD ASSEMBLY FIRE u!YDRANT =l EARANCE DETAIL FIRE FLOW Per Annex H of the Orange County Fire Code. Fora Type If construction between 112,701 - 128,700, 3,750 GPM is required., Although a credit of 50-75% is given for a sprinkled building, Four (4) hydrants capable of providing 1,000 GPM have been provided. Rol 101 0 BUILDINGS TO HAVE FIRE SPRINKLERS 0 POT ABLE WATER REQUIRED: 125.1 GAUBED = 125.1 x 120 = 15,102 GPD 9 ANTI 1ARY CAPACITY REQUIRED: 112.6 GAUBED = 112.6 x 120 = 13,512 GRID a DESIGN FIRE SPRINKLER FLOW600 GPM, BUILDING IS TYPE III CONSTRUCTION WHICH REQUIRES 4,500 GPM, THEREFORE 4 FIRE HYDRANTS ARE PROPOSED, FLOW CALCULATIONS: 0.417 ERU&'BED WITH 120 BEDS = 125.1 GALLONS FOR WATER AND 112.6 GALLONS ON S FOR WASTWATER = 15,012 ADF FOR WATER AND 13, 512 AD F FOR WASTWATER LEGEND: SANITARY SEWER —W'rR— 8"WATER MAIN -FM- FORCEMAIN FIRE HYDRANT FDC STORM PIPE a Ell SO MR GRAPHIC SCALE 50 0 25 50 100 IN FEET 1 inch = 50 ft m LANDSNURT CONSULTANTS, LLC 130 South Main Street Winter Garden, Florida 34787 Phone No. 407-694-514,8 Fax No. 1-800-813-0831 L shri(a,,Iandsmarteonsultants.com rceconsu1tants,(wcf1 rr com lam�mmz �Uumwl, IN'' SHOWN Laurence Poliner #56974 LA-NDSMART CONSULTANTS, LLC Certificate of Authorization 28068 'PROJECT#: XXXXX DRAWN: BWCHECKED: LMP DATE: SHEET: JUNE2013 SCALE: 1 50' UTILITY PLAN 210' IS 11 ITNI! I M-2 -EXISTING EDGE—, —Of`�ItENT �11 , r?;�q U >� Ak ...,.. .., one .� d e � I'�y05 Yi ', fr"✓�y`+•";•„ Sz KK 0 S rD 6)na FORCE IN KK -Row Tp''E PROPOSED 2;� 'V)ATER FW, ........ . . . 410 ... LU 2 5 ... . ........... If L WHERE EXISTING STRIPING IS REMOVED: MILL, RESURFACE AND RE —STRIPE AS NEEDED SWSL—T/6" EDGE LIN W/ W—R RPM ROBERSON ROAD LEFT TURN LANE IMPROVEMENTS DESIGN PER F.D.O.T. INDEX _; 2 6, DESIGN SPEED 35 MPH ro 'a� 10Z LANDSMART CONSULTANTS, LLC 130 South Main Street Winter Garden, Florida 34787 Phone No. 407-694-5148 Fax No. 1-800-813-0831 shri@lai3dsmarteonsultants.com reeconsultants@ctl.rr.com Engineer of Record Laurence Pollner #56974 LANDSMART CONSULTANTS, LLC Certificate ol'Authorization 28068 il PROJECT xxxxx DRAWN: E3WCHECKED: LMP DATE: SHEET: JUNE 2013 SCALE: 1" = 40' 6 IROBERSON ROAD MPROVEMENTS, a, 0L'I -ice + cn 0 , I "�.I.'.- . . . - :� ... ­­-.1, I . .. 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I ........... ... 1-11-, ., I , : : : . : : I I . .. . � ., . , � . - . ., . :., � ................::::.:.....I......_' .. : .. : .. I , I . ., -�....,.-...-..-.-�..���.,-,z.z�-..�-..,.-., - . � . % ? . � .. � .. . :. I - '. . . 1. .,-.,�-,.-.,.�.�.-.�.-�-11�-1-1.�.1-�-1-�l,,.-, .. , . : : I : I : .. , 41- + .. , , . I ., � * �. 1,......::.....:1._,:: 1. � .......... ... -1, % ... . 'n.�o.�."-..,.,�..��..::.��...,.� ., : : . .. .. .... _�.., _ .... �__ .... : ... ­.", : I : I .. .. � ... :.... ........ ......-:..,.... ­...." .... ­,_. .. I .: , .... � ... % .. ........... � ...... . :: ,. ,:­...'_ .....�...-�,.�,��.O�-�-�-.-.-,-�--:: cn ::..� .. :. , 122.03 .. ..: : : I .. . � .. . 0 I, ._.. ,.".,..,-......�...�,-�-�11--,-.-�-.-�-....�.,�-.�"...'� .... - I , .: :. .. . I : : : : I : I : � .. � .. . .. .. .. ., :. . . - I . : , I : "', ... I., ................ � ........ 11, . I , . :. : .. . . . � . � : I : I I : I .... .. , : .. . . : � .. . � I I i 0TOW i I 1,111,51 11 i olm , i L i I I �'liRI6-lllmm�ll 11 � I � III i 11111 WETLAND/FLOODPLAIN FLOOD PLAIN LIMIT WETLAND BUFFER LIMIT SOD SOD EL. 116.4 LINE 15' MIN 25' AVERAGE 10' 10 WETLAND/ FLOODPLAIN DISTANCE VARIES BUFFER 3:1 MAX TO EXISTING GRADE Fammim Im EL 117.5 3:1 MAX TO EXISTING GRADE 10' `1- POND STAGES MEAN ANNUAL 115.14 4 10 YEAR 115.50 --EL -11 1`7 0 . ..... .... -2-5 YEAR 115.68 .... 100 YEAR 115.0 � .. ... ...... .... 5 CWL= 114.8 NW3� -------------v - ---- ----L= 11 -7--------------------- 111.7 4� 5 5" SOD SOD LANDSCAPE 10' 10' BUFFER EL EL. ---1...14 8-,; 0 ---1 17.0 10:1 5 10.2" WEIR SLOT TO TOP OF STRUCTURE ELEVATION 114.8 WETLAND/FLOODPLAIN WETLAND BUFFER LIMITFLOOD PLAIN LIMIT SOD SOD I LINE EL. 116.4 2.75" PVC ORIFACE AT EL. 113.7 10' 3.5 15 15' MIN 25' AVERAGE WETLAND/ FLOODPLAiN DISTANCE VARIES .. ....... ....... BUFFER 10:1 EL. 116.5 ...... ...... . ..... 5.3 GRADE BACKSIDE 0POND - ------------------ ----------- 1-- TO EXISTIN',.-:,' AT NO 5 5 GREATER Tf ' - ` , 10: 1 ' ' : EXISTING GRADES. 6' ,1.5/2p,11, 6' SIDEWALK SOD',--1, TYPE F' CURB 14' w A 16 5 POND SF CTION 3-3 N I 04 / 2 $/ SOD ASPHALT DETAIL REFER TO SHEET 15. \-/ k-1 vF F MEDIAN VDF TV rHP ENTRANCE SECTION RETICULINE STEEL GRATE WITH FRAME. SECURE TO ALL SIDES OF STRUCTURE. ELEV . (SKIMMER) 116.15 � 1011 mmg�� CON--j S-��RU,---jR� i 7F,\"d" \� I L (SEE DETAIL) EEL. 113 71 18" HDPE: 2,8 0 0 CLEARANCE BETWEEN O,R;�iOE AND POND SLOPE IS 12" .4 M 0 D I F T�P[E- " C 2 9 INLET iL 7 INDEX 232 0 L, 7 : --ALL `-`:0N TR 0 L S TR U C TURF \-, -APPROXIMATE POND GRADE IN LANDSMART CONSULTANTS, LLC 130 South Main Street Winter Garden, Florida 34787 Phone No. 407-694-5148 Fax No. 1-800-813-0831 shri@landsmarteonsultants.com i,ceconsultanL,,@cfl.rr.com Laurence Poliner #56974 LANDSMART CONSULTANTS, LLC Certificate of Authorization 28068 PROJECT #: 18.2013 DRAWN: KC CHECKED: LMP IDATE: SHEET: JULY 2013 3 SCALE: STORMWATER DETAILS 'h GENERAL NOTES GENERAL EROSION SITES CONTRACTOR IS ADVISED THAT THE U.S. ENVIRONMENTAL PROTECTION AGENCY REQUIRES THAT ALL OPERATORS FILE A NOTICE OF INTENT (NOI) FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES GENERAL PERMIT PRIOR TO BEGINNING WORK. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO OBTAIN THE SAME, IF NOT PROVIDED BY THE ENGINEER AND TO PROVIDE ALL REQUIRED MONITORING REPORTS, A COPY SHALL BE SENT TO THE ENGINEER OF RECORD, ARCHITECT OF RECORD AND THE OWNER. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPOSED OF THIS DRAWING (SITE MAP), THE STANDARD DETAILS AND THE PLAN NARRATIVE INCLUDED IN SPECIFICATIONS PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS, ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH THE STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND BECOME FAMILIAR WITH THEIR CONTENTS. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS INDICATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION, BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BUOYS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. DUST ON THE SITE SHALL BE CONTROLLED BY WATERING, THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TONIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS, MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE INITIATED AS SOON AS PRACTICABLE. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 30 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS, DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS, REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ALL MATERIAL SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY, CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE, ON -SITE AND OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES, STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ROCK BAGS, ETC.) TO PREVENT EROSION. ALL. CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILIT w r ° I TRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES AS NEEDED. DEWATERING IS NOT ANTICIPATED FOR THE INSTALLATION OF UTILITIES. ALL WORK SHALL BE IN COMPLIANCE WITH NPDES. MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND !'": -,E STCRV 41r,ATER POLLUTION PREVENTION PLC=. - BE MA": -- IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A CC`IPLETED PHASE OF Vw'CR,<: CR FINAL STABILIZATION OF T'-IE ALL E _ AND SEDIMENTATION CONTROL. MEASURES SHALL BE CHE,i BY A QU.4_,PIED PERSON AT =S CN E EVE P`" SEVEN CALENDAR C, 4N _ HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND GLEANED AND REPAIRED IN INLET PROTECTION DEVICES AND BARRIERS SHAL'_ EE REPAIRED vR REP_A' =__ = T-E', S- D',`, E 3NIS '� ^)D, vC •Dh 'LE = LF' �TK'�. ALL SEEDED AREAS SHALL BE CHECKED REGULAR_'-' TO SEE T'H.= T A ::u DC STAND ".T _ - EE FE_ _ _: -EFED, AND RESEEDED AS NEEDED. SILT FENCES SHALL BE REPAIRED' TO T- SR , IG ._ _ _�'�li ,1 _ L �, ,. A'-.H_ _ Ev l"„=`. .ti- ,__ _ , _ , _ _ - _ _ = v ES 1.` =N iT Rc, ._ -ES ONE--3A_FTHE HE; ^�T -'_F c, _F T 1E COUSTP4, _ _ __ _ _ , "- ,__ _ Q ,T:ON Wi-ifiH WILL PREVENT TRACKING OR FLOW OF _ P' z _ Fi.. S CF-`A H,', Ti i.S :` A� i R EQ,v,-,E . EF ._ Ty _ T_ : ` -iE CONSTRUCTION ENTRANCES AS CONDITI0,, F THE -_ . 'PCRARY PARKING AND STORAGE ?,PEASnh_'_ E� , _ :XSNDF!CN ,,S:'!TAS'_I FOR F _ _ _ _CUIRE PERIODIC TOP FESSING ON THE TEi,,IIORARY PARKING AS CONDITIC'ev -RC `� E IMENT BASINS OR TRAPS ,!TFE`v HE DESIGN CAPACITY HAS BEEVV- Y ry ` r T J k~ '" SEDIMENT SF=__'vE REMOVED _ STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAIN T, ! "D - _ _ __ SEQUENCE OF CONSTRUCTION PHASE 1 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. CLEAR AND GRUB THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES, 7. BEGIN GRADING THE SITE. PHASE II 1. TEMPORARY SEED DEMUCKED AREAS, 2, INSTALL U`111-iTIES, UNDERDRAINS. STORM SEWERS, CURBS AND GUTTERS, 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES, 5, PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES, 8, COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9, REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED.) DEVELOPER / OWNER ALL PO RMEMORY CARE PAT E, A L ' A` A SITE OPERATOR / GENERAL CONTRACTOR: NAME IL EROSION SEDIMENTATION T L OPERATION TIME ULE J F M A ills J J A S O N D J F Ills A lilt J CONSTRUCTION SEQUENCE A E A P A U U U E C O E A E A P A U N S R R Y N L G P T V C N B R R Y N ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL STORM FACILITIES TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION x f M 0 GRAPHIC 1 , go 30 0 60 151 iffitim 1. SYMBOLS LEGEND DOUBLE `;ILT FENCE SINGLE:,ILT FENCE SCM-1 ROCK BAGS (USED ON ASPHAL I SURFACES) SOILS DATA PER THE USDA S.C.S. SOILS SURVEY OF ORANGE COUNTY, FLORIDA, THE FOLLOWNG SOIL TYPES OCCUR ON -SITE. SOIL NUMBER SOIL DESCRIPTION HYDROLOGIC GROUP 37 ST. JOHNS FINE SAND B/D' 42 SANIBEL MUCK D 44 SMYRNA FINE SAND A/D 54 ZOLFO FINE SAND. A PRE -DEVELOPMENT ACREAGE SUMMARY TOTAL IMPERVIOUS AREA 0.57 +/- A.C. (DEMO) SEED & MULCH AREA 0.0 A.C. TOTAL DISTURBED AREA A,C, TOTAL UNDISTURBED AREA A.C. TOTAL PROJECT AREA 1 T 165 A.C, I it I p n W n , Cj L INSTALi SILT FENCE ("uYF,) I � 120 z ho `f >,z� . vn; .-0Z Lc i i I T, S _ LE.... V. COCO _.. m 3s%t 6 LAND MART CONSULTANTS, LLC 130 South Nlain Street Winter Garden, Florida 34757 Phone No. 407-694-5148 Fax No. 1--513-0831 shri @ landsin arteonsultants.cosn reecoiisultants@ctl.rr.com Engineer of Record Laurence Poliner #56974 1.ANDSOTART CO NSIA,,rANTS, 1,LC Certificate of Authorization 25068 PROJECT #: 18.2013 DRAWN: KC CHECKED: LMP DATE: SHEET: JULY 2013 SCALE: ' NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE GENERAL NOTES GTxElOSiOlid SITE CONTRACTOR IS ADVISED THAT THE U.S. ENVIRONMENTAL PROTECTION AGENCY REQUIRES THAT ALL OPERATORS FILE A NOTICE OF INTENT (NO[) FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NPDES GENERAL PERMIT PRIOR TO BEGINNING WORK, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN THE SAME, IF NOT PROVIDED BY THE ENGINEER AND TO PROVIDE ALL REQUIRED MONITORING REPORTS, A COPY SHALL BE SENT TO THE ENGINEER OF RECORD, ARCHITECT OF RECORD AND THE OWNER. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPOSED OF THIS DRAWING (SITE MAP), THE STANDARD DETAILS AND THE PLAN NARRATIVE INCLUDED IN SPECIFICATIONS PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH THE STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND BECOME FAMILIAR WITH THEIR CONTENTS. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP, ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS INDICATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION, BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT, GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BUOYS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS, DUST ON THE SITE SHALL BE CONTROLLED BY WATERING. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TONIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS, MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE INITIATED AS SOON AS PRACTICABLE. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 30 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS, REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE, ALL MATERIAL SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR N-0 STORM DRAINS MUST BE RE' "C'^ ED INIAMEDiATE'_1'. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WIT- THE STABILIZATION OF THE SITE.. ON -SITE AND OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUG-. IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION IO,N F JRiNG THE GRADING PHASE TO REDUCE RUNOFr 't E OCITIES AND EROSION, DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT' OF THE PROJECT --,E CONTRACTOR SH -2E RESPONSIBLE FOR AD,'JSTING 7HE EROSION CONTROL MEASURES (SILT FENCES, ROCK GAGS, E-1-.1-:D PREVENT EROSi::',,. ALL CONSTRUCTION SHALL BE STABILIZED AT THE E'v _'F EACH WORKING D S iNCL UDES EH': - __,NG OF TRENCHES FOF _- _ GJNSTRUCTIC.^; AND PLACEMENT OF GRAVEL OR BITUMINOUS PA'. "v_ ='_ F' ROAD CONSTRJC i ,.. d, CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES AS NEEDED. DEWATERING IS NOT ANTICIPATED FOR THE INSTALLATION OF UTILITIES. ALLWORKSHALL BE IN COMPLIANCE WITH NPDES. MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PL -;ALL BE L - IN FULLY FUNCTIONAL CONDITION UNTIL NO LAGER REOU'PE ' `OR A ti C' ETED PHASE OF WORK OR FINAL STABILIZATION C "-E SITE. A _ AND SEDIMENTATION CONTROL MEASURES S-n E C'- a BY A O =_ F E 2 PERSJN AT LEAST ONCE EVERY SEVEN CALE ;C - DAYS 4 =4 HOURS OF THE END OF A C.5" RAIN'FA_L -D.ENT A ^,C ''v -E - ^E-_ ND REPL. a _ + , u =--''•'v: E 1"!'- TJHE FOLLOWING: INLET PROTEC-ION DEVICES A'vD 2ARP�ERS SHA=_ EE REPAIRED OR P''EE'-A - _',TE= P flE`E _, fC N. ALL SEEDED AREAS SHALL SE 07EG�ED REGULARLY TO SEE THAT? C_ : C e W S ,f -' ,E_, S-OJLu C ;ED, .:ATERED, AND RESEEDED AS NEEDED. SILT FENCES SHALL BC RE-.A'PEC TO THEIR ORIGINAL CONC!-' ';S ` T _ _ _ _ , _ . _ -_ _ _ _ . _ _ : , E FEENCES ;:-!EN IT REACHES ONE-HALF THE HEIGHT OF T !E SILT FENCE, THE CONSTRUC-ION N-RAN C+Sl SHA-_ 3E "",iANTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW 01 ED :INTO PUBLIC DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS = _. T 'E F -P RKING Ati RED, S,- ;_'_ BE KEPT IN GOOD CONDITION (SUITABLE FOR PAP" _ = -_, .E "5 -,.E TE%1:7 - vMONS DEMAND. OUTLET S7R_G-JRES IN THE °E c , -TION BASINS S, a.__ =E , - ; JPERh _ _ . _ -- _ - _ __ .'JE'. SHALL BE REMOVED FROM SEDIME',7 = .L.S :;R TRAPS WHEN THE DESIGN GA? ivl7 SEQUENCE OF CONSTRUCTION PHASE 1 1, INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA, 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4, CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS, 5. CLEAR AND GRUB THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 7. BEGIN GRADING THE SITE. PHASE11 1. TEMPORARY SEED DEMUCKED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4, INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6, PAVE SITE. T INSTALL INLET PROTECTION DEVICES. 8, COM L ETE GRADINGAND INSTALL PERMANENT SEEDING AND=_.M1.%7" ,,-- 9. REMO�I E ALL TEMPORARY EROSION AND SEDIMENT CONTROL DE'e iC ES :._ , S17E IS STABILIZED.' ice! Yia� 9..' IO 70, I _ {ii1,a OWNER ^ O. SITE OPERATOR / GENERAL CONTRACTOR: NAME SUPERINTENDENT: NAME EROSIONSOIL / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE J F M A M J J A S 0 N D J F M A M J CONSTRUCTION SEQUENCE A E A P A U U U E C® E A E A' P A U N S R R Y N L G P T V C N S R P Y ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL STORM FACILITIES TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE r„ 60 1 ! (IN FEET� DI-\S RC-_ TTUCTURE .........: N1'1 m m K�4a m X c, mF.."e by ,� •� _ - . _ E T _ EN CE aU m i IS ARC` R __. _ m 2 -1 is SOILS DATA � I m.. I X 1` e3 I FENCEV � I 0 U ✓, „ , h d� + SOIL DESCRIPTION HYDRCL," SCL NU BE " , V 37 ST. JOHNS FINE SAND 42 SANIBEL MUCK �'� � � F'=' ;f'Y" ✓" gy m m m m m 44 SMYRNA FINE SAND 54____ - ZLFO FINE SAND a I , 1 I A i✓ A,` e m e n n n �.,t 1:. k .s+' ICIr" n t as f TOTAL IMPERVIOUS AREA 0,57 +/- A.C, (DEMO) SEED & MULCH AREA 0.0 A.C. TOTAL DISTURBED AREA A.G. TOTAL UNDISTURBED AREA A.C. TOTAL PROJECT AREA 17,165 A.C. TYP) + )m L'IJ N- crs j z G 0 uj Of H d qq�� qq���77.,��1'���.1'77����ryryI�Syy1�}�'�I7T.�.R'���'{{ ��(( °1.O1V't_➢iJ3Llit�.NI'S9 Bi.13LC 130 South Main Street Winter Carden, Florida 34787 Phone No. 407-694-5148 Fax No. 1.800-813.0831 shri @landslrcartcunsultants.c€rirl a-cecr�nsul tams Ccfl.7-r.conl 1 Engineer of Record p.,a713"CIICC t�(11117C}' #56974 LAND' CONSULTANTS, LLC: i Certificate of Authorisation 28068 ' PROJECT ° 18.2013 DRAWN: KC CHECKED: LMP DATE: SHEET: JULY 2013 SCALE: 'SWPPP -PHASE 2' PONDING HT. STEEL OR FILTER FABRIC ATTACH WOOD POST TO UPSECURELY STREAM 36" HIGH SIDE OF POST RUNOFF MET* 1 14212 6g� - 1� , 011 *4 PONDING HT, RUNOFF I FLOW FLOW FLOW NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-S)TE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE SHALL BE PLACED ON SLOPE 3. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. tPTIONAL POST POSIT70NS PRINCIPI F POST 0 POSITION (CANTED t-220- TOWARD FLOW) I'L�l _m_lN OPTIONAL POST PRINCIPLE POST POSITION FILTER FABRIC POSITIONS (CANTED 2W TOWARD FLOW) P= ( f Ix SILT FLOW FILTER FABRIC FILTER FABRIC (IN CONFORMANCE WITH SEC. 9 SILT FLOW 85 FDOT SPEC.) �2'x4' MIN. WOOD POST WITH 4' HT. BARRICADE FENCE OF ORANGE *TENSOR' HIGH VISIBILITY MESH. SECTION SINGLE BARRIER SECTION SINGLE BARRIER W/ BARRICADE FENCE P T (OPTIONS: 2' x 4' OR 2??MIN. DIA. WOOD; STEEL 1 1 1.33 LBS/FT. MIN.) 6' MAk ,�-18 OZ. NYLON REINFORCED w, PVC FABRIC (300 PSI TEST) 5g ELEVATION NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (IF). FOR ADDITIONAL INFORMATION REFERENCE FOOT INDEX 102 Mn j VINYL SHEATHED EAW STEEL CAa_E '98,00 LBS. BREAK'NO STRENGTH1','77- GALVANIZED CONNECTORS (TOOL FREE D:SCONNECT) 9' POLYPRO R:m7- CELL SOLID PLASTIC FOAM SLOTTED PVC CONNECTOR PIPE O OSED CELL SOLID PLASTIC FOAM (600 LB. BREkkNG F�C:-_7­'1, (6" DIA, EQUIV.) (12 LISS. (METAL COLLAR REINFORCED) -L.OTATION (8- DIA. EQUIV.) (17 3S. STRENGTH) PER BUOYANCY) PER Fr. BUOYANCY) J, 18 OZ. NYLON REINFORCED PVC FABRIC STRESS GALVANIZED GALVANIZED (30 0 PSI TEST) PLATE CHAIN CHAIN 18 OZ, NY!-,-, RE,CRCED TYPF F7 �rPS' PVC FABRIC TEST) WITH LACING G.R,,,,�,75 D1=5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS), D2=5` STD. (ADDITIONAL PANEL FOR DEPTHS > 5'), CUR7A?.N TO REACH BOTTOM UP *70 -DEPTHS OF 10 rcEll. TWO(2) PANELS TO BE USED FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICA-LY CAI -LED FOR IN THE PLANS OR * DETERMINED BY THE ENGINEER, NOTICE. 1OWPONENTS OF TYPES AND It MAY BE SIMILAR OR 'DEN­w-_ -C PROPRIETARY DESIGNS, ANY INFRINGEMENT ON THE PROPRIE­ =w_ RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPCNSIBILrTY _ THE USER. SUBSTITUT','',S FOR TYPES 1 AN:� SHAL_ SEE AS APPROVED BY THE ENO�,NEER. ELD6DW3 7I. PLACE THE END POST OF THE SECOND FENCI INSIDE THE END POST OF THE FIRST FENCE movill W11 Rik 1110111"ININ 1 '111, M111111,11 M 0040 A-R, 0" TOE OF SLOPE EXISTING CAUSEWA SHORE LINE CURRENT STRUCTURE ALIGNME.7 LEGEND PILE LOCATIONS DREDGE OR FILL AREA MOORING BUOY W/ANCHOR ANCHOR BARRIER MOVERMENT DUE TO CURRENT ACTION SHORE LINE OF CONST. LIM:TS OF CONST, SHORE LINE 4--</TURBIDITY BARRIERS 7 2. NUMBER AND SPACING OF ANCHORS CURRENT VELOCITIES. 3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. T7 DI-7'NG CONSTRUCTION NOTE: STREAMS KS MAY BE EITHER -R SAKED TYPES OR ANY OF TYPES THAT WILL SUIT SITE CONDITION'S AND MEET EROSION CONTROL AND 'WATER QUALITY REOj:REVENTS. THE BARRIER TYPE(S) WILL BE AT THE CONTRACTORS OPTION UNLESS OTHERWISE SPECtP-D IN THE: PLANS. POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% S,-,! L_1110ky 77. OR GREATER, SEDIMENT BARRIER 31- ROADWAY EDGE OF SHOULDER, GRADE VARIES WOVEN FILTER FABRIC IN ABSENCE OF �S_ILT FENCE TYPE SHOWN'; SECURE EDGES BY ENTRENCHING AND ESTABLISHED GRASS (APPROX. 12' X 1V) SILT FENCE SAND SACS EXTEND UNDER SAGS. FABRIC SHALL MEET THE REQUIREMENTS OF SUPPLY WATER TO WASH FILTER FABRIC L SEE BELOW FOR 0% GRADE, LENGTH VARIES SECT ON 985 OF THE STANDARD WHEELS IF NECESSARY, PROTECTION AT TOE OF SLOPE SILT FENCE 5' YIN;' SPECTICAfIONS. =ION "A-A9 / SILT FENCE N.T.S. SIL- --ENCE SILT FENCE '0 N071 E- USE SANDBAGS, SILT FENCES, OR I NOTE: FLOW FLOW OTHER APPROVED METHODS TO CHANNEL'ZE RUNOFF TO BASIN AS EXCEEDS THE SLOPE LENGTH CEEDS 25 FEET, IRED TOE OF SLOPE ------ -77 CONSTRUCT ONE ROW OF BAG BARRIERS AT OY. OR DITCH BOTTOM, GRADE VARIES 777REQU LONGITUDINAL GRADE MIDWAY UP THE SLOPE, CONSTRUCT TWO ROWS OF BAG BARRIERS WHERE THE SLOPE LENGTH EXCEEDS 50 FEET GENERAL NOTES 2"-3COURSE 2; MPORARY ACCESS ROADS AND PARKING AREAS; ' AGGREGATE MIN. 6" TH:CK 1. TEMPORARY ROADS SHALL FOLLOW THE CONTOUR OF THE NATURAL IYPE 11 TM I TERRAIN TO THE EXTENT POSSIBLE, SLOPES SHOULD NOT EXCEED 10 SILT FENCE PERCENT. 2. TEMPORARY PARKING AREAS SHOULD BE LOCATED ON NATURALLY FLAT AREAS TO MINIMIZE GRADING. GRADES SHOULD BE SUFFICIENT TO PRO VIDE (TYP.)I F40' �O _> . , . DRAINAGE BUT SHOULD NOT EXCEED 4 PERCENT. AS REQUIRED- ICENTFRS FLOW z 3. ROADBEDS SHALL BE AT LEAST 14 FEET (5.5 m) WIDE FOR ONE-WAY SILT FENCE TRAFFIC AND 20 FEET (B m) WIDE FOR TWO-WAY TRAFFIC. X 1 1 4. ALL CUTS AND FILLS SHALL HAVE SIDE SLOPES THAT ARE STABLE FOR THE NATURAL La DIVERSION RIDGE PARTICULAR SOIL. SLOPES OF 2:1 OR FLATTER ARE RECOMMENDED FOR CLAY GROUND W VAR�ES - SEE PLAN SOILS, AND SLOPES OF 3:1 OR FLATTER ARE RECOMMENDED FOR SANDY V, iml FILL SLOPE SOILS. FILL SLOPE P5. STORMWATER SYSTEM SHALL BE PROVIDED AS NEEDED AND SHALL BE LAN DESIGNED AND CONSTRUCTED ACCORDING TO APLICABLE REGULATIONS. TO BE USED WHERE THE NATURAL GROUND TO BE USED WHERE THE NATURAL GROUND 6. THE ROADBED OR PARKING SURFACE SHALL BE CLEARED OF ALL VEGETATION, SLOPES TOWARD THE TOE OF SLOPE SLOPES AWAY FROM THE TOE OF SLOPE ROOTS, AND OTHER OBJECTIONABLE MATERIAL. At NOTE.- 71 7. A 6 INCH (15 cm) COURSE OF FOOT NO. I AGGREGATE SHALL BE APPLIED 1. THE ENTRANCE SHALL BE: MAINTAINED IN A CONDI ' [ON' 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMD4T PRIOR TO ENTRANCE ONTO PUBLIC RIGHT�-CF-WAY. IMMEDIATELY AFTER GRADING OR THE COMPLETION OF UTILITY INSTALLATION ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE TOP 3, WHEN WASHING IS REQUIRED, IT SHAH SEE DONE WITHIN THE RIGHT-OF-WAY. FILTER FABRIC MAY BE APPLIED TO THE ROADBED FOR ADDITIONAL STABILITY ACCORDING TO THE FABRIC DRESSING, REPAIR AND/OR CLFANOUT OFANY MEASURES ON AN AREA STABLIZED WITH CRUSHED STONE THAT USED TO TRAP SEDIMENT, DRAINS INTO AN APPROVED SEDIMENT TRAP OR MANUFACTURER'S SPECIFICATIONS. rL SEDIMENT BASIN. L_ TEMPORARY GRAV. EL CONSTRUCTION ENTRANCE. N.I.S. z 0 LANDSMART CONSULTANTS, LLC 130 South Main Street Winter Garden. Florida 34787 Phone Noa 407-694-514S Fax No. 1-800-813-0831 shri@iandsm,triconsultants.com reeconsultan ts(aldl, rr.com __ _111-1011tol! ME l,aurence Poliner 456974 LANDSMART CONSULTANTS, LLC Certificate of Authorization 28068 0PR__T OIEC C. # 10. 10.2010 DRAWN: KC CHECKED: LIMP DATE: SHEET: JAN 2011 ­0 4, SCALE: 12 EROSION CONTROL DETAILS z<FLO"-O ,DPLAIN BUFFER Z -J Z 0 N WETLAND BUFFER WETLAND LINE FLOODPLAIN BUFFER .................. FLOODPLAIN ELEVATION 116,4 NAIV .0, ELEVATION 116A NAVD WETLAND LINE WETLAND BUFFER -`�- -PROPERTY BOUNDARY (:N N- ---`—WETLAN1' LINE --FLOODPLAIN BUFFER Fi 'LEE' N --'-''°� L,,TIEN`1 1/',' NAVD 0 NEI LANDS AR CONSULTANTS, LLC 130South Main Street Winter Garden, Florida 34787 IlhoneNo. 407-694-5148 Fax No. 1-800-813-0831 shri@landsmartconsultants. 01-i reeconsultants@cfl.rr.co- r—Engineer —of Record Laurence Poliner #56974 LANDSMART CONSULTANTS, LLC Certificate of Authorization 28008 `PROJECT —J XXXXX # xxxxx DRAWN: Bw CHECKED: LMP DATE: SHEET: (JUKE 2013 141 �SCALE: 1" = 50' PAVEMENT BASE N, SUB —BASE 1-1/2" (PARKING) 2" (DRIVEWAY) FDOT TYPE S-3 (2-1/2 WITHIN THE ROBERSON ROAD ROW —TWO LIFTS MINIMUM 1-1/2 STRUCTURE AND 1" WEARING COARSE) BASE COURSE 6' IN PARKING AREAS CRUSHE DCONCRETE 98% DENSITY STANDARD PROCTOR (8" DRIWEWAY) PER AT M D-558 AND A MIN LBR OF 100 SUB —BASE 129$ MIN LEIR 40 OR 98% MODIFIED PROCTOR (ASTM D 1557). *REFER TO GEOTECHNICAL REPORT 8) 9) 00 "10) a NJ 13) 14) 1 " SLOPE CONTRACTOR SHALL IDENTIFY THE APPROPRIATE LOCAL STATUE THAT GOVERNS FINES LEVIED, AND FURNISH SAID SIGNAGE. 3"0 GALVANIZED STEEL PIPE PAINTED YELLOW \> CONCRETE BASE 5/8"x 8" STEEL B,41P, THRU POST ? 18" DIA. HANDICAP SIGN H/C SIGN 4" WHITE 6" BLUE 6" BLUE M L lmffiffiffiliff 49 2' 6tt69t 6996" CONCRETE SLAB REINFORCED W/6"X' 6 WWF BOLLARD DETAIL NTS PC OR PT OF RADIUS RETURN 1299 EDGE OF TH R U — LAN E PROPOSED CONSTRUCTION SAW CUT FULL DEPTH OF EXISTING ASPHALT PC OR PIT OF RADIUS RETURN NEW SURFACE NEW BASE EDGE OF EXIST PAVEMENT SAW CUT FULL DEPTH 12 L APPLY PRIME OR TACK OF EX1,S71,NG ASzPHALT MATERIA_S AS NECESSARY i CONNECTION DETAIL AT E""!STING ASPHALT PAVEMENTS A '4 4 4­ 4 z,.* 4 m1 #4 BAR 18" LONG '48" 5" PAVEMENT SURFACE PRECAST CONCRETE WHEEL STOP util. Sidewalk Strip Ndth In Feet Width Varles �2 - E US wm.r�m. 0 12" Crosswalk lac Line (Typ.) 12 Crosswalk (6' Min.) PICTORIAL VIEW PLAN VIEW RAMPS FOR LINEAR PEDESTRIAN TRAFFIC Curb Type 0 Or Curb & Gutter Type F Shown).(Curb & Gutter Type F 0 oililli 0 0 0 0 ttllg U 0 0 0 0 0 0 fl 0 0 0 0 0 0 0 0 0 0 a 0 0 gill 0 0 U 6 0 0 0 0 9 112.' X 2 1/4' S.M BT14 SK7 RD aaa6 9 0 9 C'�P SCREW W/ THIN NYLON LOCKNUT 1/4" THK STL HINGE Ali I IC X 1 1/2* em 1 32 GAI KASW LINER SHIP 11111vi 0 0 0 0 0 0 0 §18111111,!— 16 CA 11111111010 0 0 0 0 0 0 0 fig I 1111 PERFORATED STEEL 1/4- X 1 1,-4_ 51L BAR 3/C THK siL PLATE X 1 1/2 STL 3/8' THK STL PLATE W/ spcz DiA. Fw, I LOWONs NOTES: 1) ALL STL. MEMBERS COATED W/ ZINC RICH EPDXY THEN FINISHED W/ POLYESTER POWDER COATING. 2,') 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS PROVIDED, ,(,ALE 1 0 nnE 0 1 NONE RECEPTACLE Em DX,-,E ORAWN : 10/13/06 DPAWN BY AWH REV, DRAWING I L�_Jumor, inc. I IDATE REV. 121/14/12 NUMBER 170-32-FTO SHEET F,O. Box 142 Mifffintown, PA. 17059-0142 IREV. BY : JSS D 1 OF 2 EXTERiOR FINISH '20LOR AND �IAIN BUI: mass R 6' 0'-- DRILL HOLES IN CONCRETE FOR GATE STOP HOLDERS L3/4" DIAM X 1-1/2" DEEP RECESSES FOR GATE CANE BOLTS. PROVIDE TWO EACH A7 LATE IN CLOSED AND 120* SWING OPEN PICDS17ION. FIELD VERIFY EXACT LOIC'ATICDNS DECORATIVE METAL DOUBLE GAT E 6' X 10' TRASH ENC`L-OSURE MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK d Aq J 4 d '4 li EXPANSION JOINT WSTRUCK JOINT MAX J 1/2" EXPANStON JOINT FULL DEPTH BROOV, FINISH ge 1/4 D/W U 4 4,• 4 % w, 44 ­4' is '4* 4 A EXPANSION JOINT STRUCK JOINT NOTED LES: SIDEWALK 'EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 60'. 2, PEXPANSiON JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. 3. SIDEWALK `WITHIN ROBERSON ROAD ROW AND ACCESS ROAD SHALL BE 5, IN WIDTH, SIDEWALK AROUND BUILDING CAN BE REDUCED TO 4' IN WIDTH. TYPICAL SIDEWALK 27 5/16. 99, iso-so 1/2' X 2 1/2' 531. FLY. SY.T. H.n O�,I, S ORM 1/4 Y, I I /2� 1/2' THIK 9L PLAR STL BAR DuVor Inc. C's, LE, 32' 16 11/16. 1 1 /24' SCH 40 i sp, PIPE ( 1 "'./w Go H 7Y 160-501 131 6' BENCH 0 8' BENCH NOTES 1.) ALL STL MEMBERS COATED W/ ZINC RICH COATING THEN POLYESTER POWDER COATED. BENCH IS SHIPPED UNASSEMBLED. 1/2" X 3 3/ 4" EXPANSION ANCHOR BOLTS PROVIDED. 0 SULE : NONE TITLE B E NUC H mmasm IDATE DRAWN 7/2/03 1DRAIIN, By ISII REV. DRAMW 1 1 D u M o r,, 1WE RPr. : 3/20/07 NUMBER 160 SERIES r__ 5ox 1A2 tfifffintovnm Pk 17059-0142 JR-,.v, BY: Aw 3,000 PSI CONIC. BROOM FINISH j CAPACITY VARIES SEE PLAN "WAVE" BIKE RACK N.T.S. EDGE OF TRAVEL WAY _\ 0 tr 2' SIGNAGE "STOP" BAR SHALL BE 24" WIDE AND 12' FOOT LONG, OR AS SHOWN, WHITE REFLECTORIern D PAINT. (SEE PLAN VIEW FOR LOCATIONS) STOP BAR DETAIL WITH SIGNAGE SHEET 1 OF 2 r LANDISMART CONSULTANTS, LLC 130 South Main Street Winter Garden, Florida 34787 Phone No. 407-694-5148 Fax No. 1-800-813-0831 shri@landsiiiarteonsultajits.com rccconsuItants@)cfI.rr.com Engineer of Re wd Laurence Poliner #56974 LANDSMART CONSULTANTS, LLC Certificate of Authorization 28068 'ROJECT V: 18.2013 )RAWN: KC CHECKED: LmP )ATE: SHEET: IDLY 2013 SCALE: 15 GENERAL DETAMS PART 1 - General A.Stand-byemergency generators shall be provided at all wastewater pumping stations which are at critical points in the sewer system (more than one upstream connected stations), peak design capacity of one thousand (1,000) GPM or more than two pumps. Such stand-by generator facilities shall be sized to cover all pumps running with one pump starting and 100 additional amps for misc. onsite power demands B. The information provided herein, including details of the lift station, are subject to modifications, revisions and/or changes and thus final approval by the City of a lift station shall be granted upon approval of contractor's approved submittals. In the event that work on the lift station has not been significantly completed within six (6) months of City approval, such lift station shall be subject to modifications, revisions and/or changes as established by the City of Ocoee. C. All lift station submittals shall be approved by the Cit prior to construction. All shop drawings shall be reviewed for conformance to the specifications and City standards. Three copies shall be provided. D. The provided lift station details are graphical in natur and the contractor shall be solely responsible for the verification of sizes, lengths and continuity of equipment, piping, fittings, valves and appurtenances to ensure the lift station's successful fabrication as intended by the plans. E. Four operation manuals shall be shall be presented to the owner, which shall include the following minimum information: k0peration instructions ii. Maintenance instructions iii. Recommended spare parts list iv. Lubrication schedule V. Structural diagrams vi. As -Built wiring diagrams vii. Bill of materials and viii. Pump operational curves. F. Contractor shall secure the services of a factory -trained, qualified representative to inspect, adjust, and place the system in trouble -free operation, and to instruct the operating personnel in the proper operation and care of the system at a minimum of startup of the lift station or as needed. PART 2 - Site A, In -line valve boxes and covers shall be as manufactured by NEENAH or approved equal, adjusted to finish grade with concrete collar 24 square, 6-thickness, with reinforcement B. Lift station top to be a minimum of V above finished grade and the surrounding finished grade elevation shall be no lower than 1 foot above the 100-year base flood elevation. Station top elevation should also accommodate smooth entrance transition and service vehicle staging area. C. All secure lift stations internal to exposed grounds shall be covered with a minimum of 6-thick layer of FDOT #57 graded stone installed on top of an approved weed barrier. Final acceptance of the lift station will not be given until effective erosion and positive drainage control have been installed. D. 'City of Ocoee Lift Station, station name and/or Utilities ID number and address sign shall be affixed to the front of the fence enclosure. PART 3 - Structure A. Base and first riser unit shall be cast monolithic (one unit). B. Valve vault shall be sized to permit easy removal of check valve and plug valve with a minimum cleararic of 6, increased proportionately with increased valve sizes. C. There shall be no valves or electrical junction boxes in wet well. D. All locations where pipes penetrate the wet well or valve box walls shall be sealed with approved leak proof sleeve, rubber boot, andlior non -shrink, sulfate -resistant grout, depending on what is appropriate for usage with the material penetrating the wet well. All connections and perietrationsof,,ve well or valve box (top, wall, or bottom?shal! be KOR-N_SEAL, A-LOK, DURA-SEAL, or City -approved equal.0 E. Valve vat_ !' hatch shaltt� S'7=::l PART 1 - General 1.01 REMOTE TERMINAL UNIT (RTU) FAL 7_ NOTES ingress/egress for maintenance within the vault. F. Wet well and valve vault access hatches shall be one unit with raised checkered aluminum plate with padlock and swing handle, and 316 stainless steel fittings and accessories as manufactured by 'Halliday- Products, series H1 R/HR2 cover H2O rated or approved equal. Hatch cover to be integrally cast within tops. Hatch for the wet well shall be sized as required by pump supplier/manufacturer for easy removal of pumps and appurtenances. Hatch shall be provided with 316 stainless steel hardware throughout, compression spring operators, automatic hold open arm with release handle and non -corrosive locking bar used in conjunction with City of Ocoee -supplied padlock. Hatches' seat shall not be of channeling seat type that traps water requiring special drilling/weep plumbing to drain water. G.Wetwell hatch shall also be equipped with an integrated Halliday hatch entry protection system, H. Wet well hatch shall open such that if a worker is y backing away from the control panel they will not be able to step directly into the wet well, instead they will back into the hatch panel itself. 1. Direction of hatch opening shall be specifically e indicated in shop drawings. J. All aluminum surfaces in direct contact with concrete, including cast surfaces, shall be bituminous coated. K. Wet well construction shall be reinforced concrete in accordance with A.S.T.M. C-75, 4,000 PSI at 28 days. Alternate construction shall be precast monolithic with base slab in accordance with A.S.T.M. C-478. Specific designs other than A.S.T.M. standards shall be certified by a state of Florida licensed structural engineer. L. Wet well and receiving manhole shall be lined continuously; top and walls extending down to wet well base invert fillets. Wet well and receiving manhole shall be lined with sprayed on Green Monster TM Liner at a 90 to 110 mil thickness or approved equal spray on finer. Spark testing of the liner in the presence of a City representative will be required. The wet well and receiving manhole shall be demonstrated in the presence of City staff to be watertight and leak proof for 5 consecutive days prior to installation of equipment. M.External casting joints of the wet well and receiving manhole shall be CANUSA 'wrapidseal - or approved equal. The wrapidseal shall be used in accordance with manufacturer's recommendations. N.Wet well below lining, including invert fillets, flooring and pedestal (if included), shall be double coated with an approved coal tar epoxy. 0. Valve vault internal and external walls shall be bituminous continuously coated and shall be sealed from seepage in or out of vault . PART 4 - Equipment A. All hardware (including fittings and fasteners) in wet well and valve box to be 316 stainless steel. Pump guide rails, pipe, other supports and anchors, lift chains, except the supports integral with the pump and base plate -elbow, shall be stainless steel. All piping and fittings in wet well to be assembled using 316 stainless steel bolts and nylock nuts. B. Pressure gauges shall be stainless steel with stainless steel diaphragms and 4 >K - diameter dial, oil filled and shall be calibrated in P.S.I.G. from 0 to 100. Pressure gauge shall be mounted with stainless steel nipple and petcock valve. C. Cable holder shall be located on hatch side adjacent to pump/motor junction box, or if no motor box, adjacent to control panel. D. All exposed and embedded conduit shall be schedule 80 PVC 2-diameter for pumps, 100 amps or less. Pumps with power requirements greater than 100 e amps shall use 3 >I(- schedule 80 PVC, Seal conduit at control panel to prevent sewer gases from entering. All conduits, fittings, or connections shall enter from the bottom of enclosures. E. Pipe bracing shall be 316 stainiess sree, wi;h wedge anchor bolts (rr!nlmurr of tv,,cr bolts each sine:. F. Contractor shall coordinate %v:-1h o,�r,r'naru'ac-jrer direot!y '0 oe-lermine a­crio!, bol-I scac is a:id o S Ze A.The Contractor shall provide a TAC 11 SCADA System Remote Terminal Unit (RTU) compatible as manufactured by Data Flow Systems, Inc. of Melbourne, Florida (321) 259-5009. B. The Contractor shall coordinate tower and antenna requirements with DES. The Contractor shall provide station(s) physical location information to DES for radio communication study purposes. Information shall be provided in the form of GPS readings or street map with actual site location(s) clearly marked. C.Contractor shall license the new RTU with the FCC for operation under City's the existing radio frequency. D.The RTU (TAC Pack TCU) shall be mounted inside the Lift Station's Motor Control Panel, E. These specifications are intended to cover the furnishing, the shop testing, the delivery, complete installation and field testing of all equipment and appurtenances for the complete RTU system herein specified, whether specifically mentioned in the Specifications or not. E. The unit shall be furnished and installed with all necessary and desirable accessory equipment and auxiliaries whether specifically mentioned in these specifications or not. This installation shall include field-testing of the entire installation. PART 2 - PRODUCTS 2.01 REMOTE TERMINAL UNIT (RTU) The Remote Terminal Unit (RTU) shall be the pump -controller based Telemetry Control Unit with Integrated Radio (DFS model: TAC Pack TCU), The RTU shall be housed in the Motor Control Panel and powered by 120 VAC commercial power. The RTU shall provide local and automatic pump station control functions, monitor local statuses and transmit those statuses to the TAC 11 SCADA System central site when polled by the master radio. An Uninterruptible Power Source (UPS) shall be an integral pail of the RTU. The TCU shall include an integrated radio as specified in paragraph 2.02. As a minimum, the TCU shall incorporate the following features: a) On -Board 12-button operator interface keypad and 4x20-character LCD display. Configuration parameters shall be adjustable via the 12-button operator interface keypad or required RS-232 service port. b) The LCD display shall provide the elapsed runtime of each pump, the average runtime of each pump, the flow of each pump, the flow of the Station and the time of day. PART 5 - Electrical A. All electrical equipment in wet well must meet National Electrical Code (NEC) for Class 1, , Division 2 locations and be suitable for corrosive conditions. Electrical permit to be obtained from City prior to beginning work on any electrical wiring, equipment, etc. All electrical wiring to comply with National Electric Code. B. The contractor and/or developer shall be required to coordinate with power company for specified volts, three phase from a three phase source only, four wire electrical service to lift station and shall meet all power company requirements. Upon acceptance or certification, contractor shall transfer power service to the City. Electrical power supply must be arranged for and installed by the contractor. Power shall be supplied by properly sized underground service conductor to the lift station panel meter. The power supply shall be a separate and dedicated power source service connection with the required service meter and disconnect and shall be separate from any other building services. C. Automatic pump control system shall include all necessary items and appurtenances, which might normally be considered a part of a complete system. System shall be supplied by one manufacturer, shall be factory assembled, wired and tested, and shall be per complete electrical drawings and instructions. Major components and sub -assemblies shall be identified as function with laminated, engraved, Bakelite nameplates. System shall be built in a NEMA 4X stainless steel enclosure suitable for the specified horsepower and voltage of the pumps. The outer door of the panel shall be hinged dead front with provisions for padlocking. Inside shall be a separate hinged panel to protect all electrical components, HOA switches, run lights, circuit breakers, etc., mounted such that only the faces protrude through said panel. D. The conduit entering the wet well for motor and control cords shall terminate with a fiber bushing. No splices will be allowed in the wet well and all wires will be continuous from wet well to the control cabinet. No junction boxes to be used or located in the wet well. E. All conduits to have pull wire. F. Each pump's power cord/cable shall be supported on a separate 2-316 stainless steel hook located within six inches of guide rail bracket for each pump. Each pump's power cable shall be run as not to restrict removal of the pumps. G.Provide appropriate disconnects switches as indicated by Panel Installation Detail. Disconnect switch shall be Nema 4x located in a weatherproof enclosure with three (3) pole circuit breaker with manual external lockable handle in the on position. Hardware and box shall 316 stainless steel. H. All boxes, including switch gear, electric meter cans, disconnect data/telemetry, and all miscellaneous electrical boxes shall be NEIMA 4X stainless steel. All brackets, piping, mounting hardware, bolts, nuts, washers, and any fasteners shall be 316 stainless steel. 1. An electrical grounding system shall be installed as per the National Electrical Code, local codes and ordinances as a minimum. An underground perimeter cable grounding system Shall be installed with connections to at a minimum the wer%vell cover, valve vault cover, control panels, generator if present, util:ty company transformer, manual disconnect switch, and metal fence. Provide waterproof epoxy ca.: l g -ivhere ground cable and cordji-, penetrates wz: prevent intrUSiCl7 cf cl'; .- and esc=- a ,,apors frorr ­l:a gnoundwire .-eventor I ce provided shall be Pye ZE 4100 - 45 degree angle ;Iojsing Model JR610036BB. PART 6 -:_ -t Station Final Inspection and Inspection =dures A. Lift station start-up inspections shall be schec- ec and cc, 'ic:nated through the City's Engineering ^spector 12 r. vs' less days in advance at a minimum). _peri determinin-,, - -a- all work is complete and ready, -actor si-a7 in c the sjQP;:a1" cT -""e 07,ica 'S -1 E_,: n_. SCAIDA - RTU - ANTENNA NOTE c) Triplex/Duplex/Simplex conficurable. The device shall have the capability of easily be-ig configured for one, two or three pumps via the on -board keypad. d) Three (3) on -board HOA switches. Local manual control provided by the HOA switches. Each HOA switch shall be fail safe and operate in the OFF and HAND position without power. Alarms shall indicate that an HOA switch has been left in the HAND or OFF position. e) Integrated pump alternation. The pump alternation function will operate based on the number of pumps configured. Automatic alternation around non -operational pumps shall be provided. f) Pumps/Starter/Breaker Fault alarms shall be determined by the unit automatically. These alarms shall be activated when a pump is called to run, but fails to run, or if the pump is turned off by the TCU, but continues to run. g) Multiple level control input options. The unit shall provide local automatic level control from float, bubbler, transducer, or ultrasonic inputs. Redundancy of level control input shall be supported. An alarm shall be generated when floats are operating out of sequence. h) On -board three -phase -power monitor capable of reading 240 and 480 VAC. The phase monitor shall be transformer -isolated and detect loss of phase, phase reversal, low phase and high phase faults. All phase monitor adjustments shall be adjustable from the keyboard. Phase voltages from phase A to B and from phase A to C shall be transmitted to the central site computer. I) Integrated Alarm Light output and Alarm Horn output, each capable of driving 120 VAC loads to )X amp. An input shall be supplied for external alarm silence button, which shall be used to silence the Alarm Horn. j) The unit's internal power supply shall keep the backup battery at a float charge. The backup battery shall not be damaged by deep discharges. k) All inputs and outputs shall be optically or magnetically isolated and surge Suppressed. 1) A local RS-232 service port shall provide local access to all the functions of the unit, m) The TCU shall be easily removed/replaced by removing two industry standard wire terminal connectors. Wire terminals shall be used as an interface between the TCU and field wiring. Fuses and voltage reducing resistors shall be used where required by the manufacturer. Wire terminals shall be housed in the same enclosure as the TCU. n) Supply voltage shall be 115 VAC, Ambient operating temperature shall be -100C to 600C (140F to 1400F). The upper temperature limit is 500C (1220F) when using the backup battery. Unit shall be UL Listed and surge tested for EMI Susceptibility to IEC 61000-4-5 Surge Immunity Tests. and time. Upon completion. the engineer of record shall provide to the City a summary of the results of that test and a ;stof ai, punch st items outsandlng. E. Before final approval opr3vaI or accep-,ance of any if-, stator by the City, there shalt be fleb inspections race b,, the City's representa"ve ano inspector. T he `field inspections shai: shcw .he,, :he pump station s fuliy operational ar" d ail neccessaiv appurtenances i-,ave been instal ed and consiruc'ed in accordance approved constricton plans, standard derails, City utilities specifications. C. Upon comp --e acceptance o-' the ",;'t a on and be'ci M station installa-lons, contractor shall test all :he pumping equlpr,­iem-o cemonstrate satisfac,or,r performance. V oefdenc:es occur, the comracor shall correct :hctr accordingly and equipment sna, be retesec. in the ever' 'hat the station or anv of its associated components are determines: -3 be deficient at the start up, then the City reserves ;he right to require a compete new start up ,.,,,;'h ai; parties present as noted. D. Representatives from the mechanical (pumping) equipment manufacturer. telemetry, and the electrical contractor shall be present at the lift station start-up testing and for the final site inspection. E. All lift station equipment shall be tested at the start-up. The manufacturer/contractor shall provide a formal test procedure and forms for recording data. The tests shall be performed by the contractor in the presence of a City representative and City inspector. The recorded field data shall be submitted to the Utilities Department, along with the lift station as -built and pump station O&M manuals. F. Lift stations shall only be considered as acceptable for operation by the City upon written confirmation by the City Engineer and or his designee. T �STATI SITE LEGEND EXISTING FORCE MAIN UNDERGROUND TELEPHONE TB TOP OF SWALE TS BOTTOM OFS',',!IkLE - - EXISTING lf.'=PDVEMENTS G STRUCTURE T AE-E LABEL 3TAINIRCUILTESBREAS STKER TYPE EEL NON -FUSIBLE C 3-11EGA�SAoNp IZ8E0D GIAVANAPD rTYP) CONTROL PANEL YLAN 7:tie BkA(XIET _SEAL OFF (TYP) SURGE PRO I ICTIONCTION MOTOR CONDUCTOR CONDUIT 2" SCH 80 CID PVC (SEE NOTE 2) & ENCASED IN CONCRETE CONTROL CONDUIT lc)T."i= TCU shall include a as manufactured by Polyphaser shall be supplied plmi= CA 2 SCH 80 PVC Be ba------,-y. The battery s",a provide 12V nominal vilth tre RTL. votage. The battery sha: not be damaged by deep c 2 COATS BITUMINOUS discharges, ? F. Contractor shall provide antenna designed to meet Z ASPHALTIC PAINT 4" hurricane winds based on the area of application. C L 2.02 INTEGRATED RADIO 211 X1 - 4" SCH40 ABOVE GRADE ALL Antenna must include certification from a Florida Z THE WAY DOWN GA�_`�'ANIZED POLE ENDS The Integrated Radio shall function as the interface Licensed Engineer. between the TCU and TAC 11 central site. The 00 Part 7 - Electrical Panel Configuration and Components A. A 420 Volt, 3 phase, 4 wire service for a Duplex Pump Panel with a Data Flow Systems Telemetry Control Unit (TCU), will be wired for alternating pump operation thru the TCU, Panel Cabinet shall be Stainless Steel with a latching and lockable outer door and a latching inner door, B. Inner door shall have a Convenience receptacle and a Switch Flush mounted. C. The Switch is for an interior work light. Both will be protected with a one pole 20 amp circuit breaker. D. Panel interior will have an appropriately sized Main Breaker, sized pump breakers, motor starters with overload devices, breaker for receptacle and a breaker for control circuits, and auxiliary 100 amp three pole breaker for the generator receptacle which will be mounted next to the Main breaker and have an interlocking device between the two to prevent simultaneous operation. F. A three phase surge suppressor will be connected across the main breaker. F. Laminated drawings, panel and pump, info will be attached to inside of the outer panel door. Gi. The TCU and breakers will be accessible without opening the inner door. The TCU wili have battery backup rated for 7 hours. H. The wetwell floats will junction at a termlnai strip before being wired to the TOLL 1. Phase monitoring through the TCU will be protected by the three .5 amp fast blow fuses. J. The outside of the panel will have an alarm horn, flashing red light and a Pyle National JR610036BB receptacle in a Pyle National JRE 4100 - 45 degree housing for generator hookup. K i . Detailed Electrical Plans to include spec :-:c circuit diagram must be subrrrlaaeb for approva -.c the city. Soft-siar.s shall be zeo for pjr� ,Qc e­_;ai to or greater than 2C H.P. G A L VA, \ l Z STRUCTURE TABLE STR. NO Elevation DESCRIPTION # a 1. # a # a # a 2. # a # a Notes: 1, Drawing is shown for 240 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 three phase source only. 3 Unless an RTU is not required, then telephone service to the station shall be required. 4. Float controls shall be provided with continuous cable the length from float location to control cabinet. No splices shall be allowed or accepted. 5. Pipe support and brackets shall be cut even, ground smooth and coated with approved corrosion treatment. 6. All conduit and piping shall be properly sealed. Integrated Radio shall incorporate a radio transceiver and associated electronics. The Integrated Radio shall G. Foundation shall be poured in place, fc' of 3000 ?,/,OUNT COAX WITH be mounted inside the TCU radio compartment. The P. S. 1. BAND -IT WRAP (TYP} ANTENNA MOUNTING combination of the TCU / Integrated Radio is referred to NO GREATER THAN 16" INCOMING/ as model TAC Pack TCU. At a minimum, the Integrated Radio shall have the following features: Surge protected PART - EXECUTION SEPARATION. COAX CABLE POWER SWEEP ELBOWS ""-2-10' COPPER CLAD radio power, On board communications and functional 3.01 INSTALLATION RTC400 (TYP C, 25 OHM MAX GROUND PODS firmware, Watchdog Timer, On board voltage regulation CD MIN. 7' APART and radio power supply control, Radio current, receiver A. Install and place into operation a complete new RTU sensitivity and operating temperature are monitored for System at the site. This work shall include the new system diagnostics. antenna system, all interconnecting wiring, conduit, and circuitry necessary to provide the owner with a fully 240v PANEL INSTALLATION DETAIL 2.03 FLOW MEASUREMENT operable RTU. 100' N.T.S. The ICU shall provide Flow Measurement capability, 11. Include the services of a factory trained, qualified without the use of a flow meter, in a manner that is representative of the equipment manufacturer to inspect FOUNDATION PLAN acceptable to the Florida Department of Environmental the complete equipment installation to assure that it's At= Protection. The TCU and Hyper SCADA Server will be installed in accordance with the manufacturer's SEE BASE PLATE DETAIL 170--) used to indicate, totalize and record the flow recommendations make all adjustments necessary to measurement. place the system into trouble -free operation. 3/4" STEEL PLATE 1 ANCHOR HOLE (TYP) AS R SA r-,@- aL 71 _7\ GR 1" STEEL THREADED ANCHOR NB GRDGRD 2.04 ANTENNA SUBSYSTEM C. All workmanship utilized in the manufacture and 11NE0 EXISTING GROUND 3/4" S.S. PLATE M01 � a_�� A.A high gain directional antenna shall be used to installation of this system shall be of the highest quality rAc L - - - - �J - and performed in a manner consistent with all accepted 0 It shall be INTERLOCKED PAUL& transmit and receive data at the RTU. industry practices. #6 BAR MAT MMAZLY PAC supported on a mast/pole and have DC grounding for _J7 LOCKING COLLAR WELDED TCU lightning protection. The antenna mast pate shall be D. The Central Site SCADA Server shall be modified to BOTH DIRECTIONS TO BASE PLATE DDOR@ LATCH hot dipped galvanized for corrosion protection. All incorporate a new HMI graphical screen for this station. mounting hardware shall be made of stainless steel. The graphical screen shall be consistent with existing lift 1 UX5/8" COPPER C6 W 50 The mast shall meet or exceed the quality and station screens. GROUND ROD reliability of the AG20 manufactured by Rohn. + GFDR OFS TERMINAJ STRIP IISI VMS2 B. The coax cable shall be the type that utilizes an inert 1" ANCHOR HOLE MMu" 1; semi -liquid compound to flood the copper braid. The &02 WARRANTY 2.00' L OL OL coax cable shall be of the RG-8 construction type and The manufacturer shall warrant all hardware and software LOCKING COLLAR SHALL BE TTS G@D have the RE loss characteristic of foam flex. The provided under this contract against all defects in material Tau BATTERY and workmanship for a period of one year. The TAC Pack DRILLED AND TAPPED FOR 2' Ase AV coax cable shall be RTC 400 as supplied by Data TCU shall carry an TOWER BOLT W/ LOCKNUT 8 0: ) Flow Systems, Inc. additional 2-year return -to -factory is warranty. The TAC Pack TCU warranty shall also cover BASE PLATE ANTENNA CONNECTOR Lru C. Type N connectors shall be utilized at both ends of damage due to lightning the entire three year period. SUB PANEL ENCLOSED LAYOUT the coax. The type N connectors shall be sealed with 3-inch sections of Alpha FIT321-1-0 sealant ENCLOSURE DEAD FRONT LAYOUT shrink tubing. The coax cable shall be secured to the 3.3. SERVICE SCADA TOWER DETAILS mast/pole with E.V.A.-coated 316 stainless steel The manufacturer shall offer full factory support of the installed NTS cable ties. The cable ties shall meet or exceed the system through the use of factory employees. Service quality, reliability and performance of AE1 12 cable representatives who are not direct employees of the manufacturer, DUPLEX 240v SCADA CONTROL PANEL, ties manufactured by Band -It. or who are not specifically trained in the service of the owner's N.T.S. existing SCADA System shall be unacceptable. The customer D. The antenna shall be an all welded aluminum shall have 24 hour per day access to service personnel elements. The antenna shall have a single radiator element connected to a type N female connector. The antenna shall be the PITA series as supplied by Data Flow Systems, Inc. E. A coaxial surge protector model IS-B50LN-C2 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 HIP AND SUBMITTED TO THE CITY FOR APPROVAL. 4. PROVIDE EQUIPMENT FOR SCADA CONTROL CONNECTION. 5. ALARM LIGHT, OR SILENCE BUTTON AND GENERATOR RECEPTACLE ARE FOR VISUAL PURPOSES ONLY, EXACT LOCATION TO DETERMINED BY CITY. 6. THE OUTER DOOR SHALL INCLLIDE A 3-POINT LATCH AND STAINLESS STEEL DOOR HANDLE AS MANUFACTURED BY HOFFMAN OR APPROVED EQUAL. 7. ANTENNA CABLE CONNECTOR TO BE LOCATED AT THE BOTTOM REAR LEFT HAND CORNER OF THE ENCLOSURE. 8. INSTALL SQUARE "D' SURGE ARRESTOR ON MAIN POWER DISCONNECT, Q) -4­" < V) Nol I W LW ;7 111 111 0 C) il 0 0 i rl_ Q0 Of 0) !LLJ L0 V) 1 (D to LT) 0('0 or) LLJ o LIJ, ,P=00 X co 0 < U CL Li - ENGINEER is J Laurence Poliner #56974 1,ANDSNIART CONSULTANTS, 1A,C Certificate of Authorization 28068 OF -L"DIA, HOLES 24" ALL MATERIAL TO BE 316 STAINLESS STEEL ­*-4 -lc*— 4 32 6 CABI-F RALK DE7,,' INTS MANHULL WAME & COVER SET COVERS FLUSH IN (SEE STANDARD DETAIL) PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATILONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) V-6" MIN i 4 COURSES (MAX.) 3'-0' M 5- 2'-0' I - INSIDE WALL— OUTSIDE WALL PRE -PRIMED EPDXY COAL TAR COATINGS JOINT SURFACES -0. S2 B PER SPECIFICATIONS 4' O� 5" MIN. ot: P JOINT SURFACES PL4STIC JOW SEALER W" PROTECTIVE VIRAPPER PRE— WED PRE —MOLDED D uj &IrLPER BENCHING PER SPECIFICATIONS 0 V 4T 6. JOINT SQUEEZE —OUT REINFORCEMENT AND DETAIL TO BE DESIGNED BY F MIN. COMPETED THE ENGINEER AND 1 8 5 MIN. QJSOIUNT EEZE—Olyn UT APPROVED BY THE 9. 9. CITY T_ _T 9�_ BEDDING ROCK 2' MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE SANITARY SEWER MANHOLE N°T.S. MANHOLE 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, i 22 1 4" 32 1/8" 20" MIN 18 LF HOPE GOING TO RECEIVING MANHOLE. G F H-20 LOAD RATED FIBERGLASS WETWELL PRE -PLUMBED WITH HOPE SDR11 PIPING 20 YR. WARRANTY ON FIBERGLASS WETWELL 2' MIN VALVE VAULT A CAPPED IPPLE GAUGE.. VALVE FOR PRESNSURE GAUG(TYP) 0 3" GI DRAIN 0 \A 4" PLUG VALVE HDPE TO DUCTILE IRON MJ COUPLING PUMP STATION PLAN (DETAILS) VIEW 90* TURN UP 2" BELOW VALVE BOX INVERT HDPE TO DUCTILE IRON ACCESS HATCH i LOCKSET AND MJ COUPLING RECESSED HAND ACCESS HATCH SHOULD OPEN B TOWARD CONTROL PANEL TRAFFIC RATED ELEV. Y oo POWER CABLE 2" DIA SCH 40 STAINLESS STEEL PIPE MIN 3/8' HEAVY DUTY STAIINGNLESS STEEL LIFTCABLE SHOWN ROTATED 90' FOR CLARITY LF HDPE ELEV, Z 24 q7EGRAL FIBERGLASS 60�PE 3_0 y. ELEV. T 4 rD5 12 <14 I ®_ *6-12 OCEIV INTEGR', CHANNEL BOTTOM '-UPPORTS 24" SQUARE STAINLESS THICK STEEL BASEPI AIE WITH STAINLESS STEEL WELDED STUDS FCR AND SUFFICIENT TO ATTACHMENT PUMP BA,,i ELBOW. --PRASS JUNCTION 7 BOX WITH SCREW CAP WITH LOCATE WIRE INSIDE BOX. 7-. T-] v 0 . --------------------- SS LINK 4' PLUG VALVE W/ NUT OPERATOR 9 EAL —12' MIN STAINLESS STEEL PRESSURE GAUGE WITH GAUGE GUARD 10EW 6" A PET COCK VALVE r 4- f 12oMIN DUCTILE IRON PIPE (RESTRAINED JOINT) A p 4" DIA. HOPE PIPE. 00 R i 2 - #4 BARS CHECK VALVE 2' PVC SCH. 80 PIPE 3S PIPE SUPPORT IN UDE PVC FLOOR DRAIN PER FOOT FALL. �2 FORCEMAIN PAY ITEM HIGH LEVEL ALARM ELEV. X Lu LAG PUMP ON ELEV. IN 4' HOPE SDR11 PIPING HEAT -FUSED CONNECTIONS \�LINCIDENTAL TO THE LIFSTATION CONNECT DIP TO HDPE LEAD PUMP ON ELEV, V 24" x 18" BY 6" THICK CONCRETE SLAB AROUND VALVE AND STAND PIPE. BOTH PUMPS OFF ELEV. U --------- 4 N — — CONCRETE: 3" _LkNG-__D CAM Cy CCUPUNG WITH—' PREVENT FLOTATION 10.50 CU. YDSa MIN 9, --,S STEEL BOLTS WELDED k4 x 40' x h0 7�,ICK SS STRAPS EMBEDDED IN s- PUMP STATION SE'C\TION ('�DETAILSEC"T IC INI"� 4' OF BEDDING ROCK WITH LIMITS OF SITE TO BE APPROVED WEED BARRIER DEDICATED TO CITY OF OCOEE UNDER ROCK LIMITS 6' BLACK- 30 1/4" ALUMINUM FENCE 4" DIA VENT WITH VENT WITH 2' SQ. SLAB 2 J_t'll lt�i \-, 4- 1 VALVE $4" VAULT 41 1/2 SANITARY SEWER ROW 5' (MIN) OF I ITY EASEMENT 6ONTROL PANEL (SEE CONTROL PANEL JINSTALLATION DETAILS) L M!, PUMP WIRING THERMAL PANEL REQUIRED 11 SITE CONFIGURATION WET WELL LICOMITSNCRETOF 6E SLAB (MIN ' 1' P.E. WATER SERVICE INCLUDING RPZ BACKFLOW DEVICE 2- CONCRETE AND POST MOUNTED FACET. a 2 - 6' SWING GATE RECEIVING MANHOLE (REQUIRED) NO GREATER THAN 25' FROM QUICK C/L PUBLIC ROVO CONNECT AND PVC LINED INCLUDE USF FOUNDRY 230 RING WITH AB/M COVER LIFT STATION GENERAL SITE PLAN SECURED NOTES: CONTRACTOR SHALL REFER TO SPECIFIC SITE PLAN FOR LIFT STATION GEOMETRY AND GRADES. 3`9 G¢LV CUPS "-0' MAX FENCE DETAIL 10'-0' TO CENTER (MAX) TOP RAIL STRE TCHER f 9 TIE WIRES ' DO ASRIC ROUNOT BOND #4 CU TO AS2 BARS ARS --z*— LINE POST ACCESS COVER (SEE NOTE I ) 2 0100 '1 TURNBUCKLE 'o-TENSION WIRE AND FRAME GRADE 3,000 PSI CONCRETE 2/0 COPPER TO FENCE (TYP 6. 6- 12- 12" DOUBLE SWING GATE DETAIL 3/R" An.) PUMP DATA PUMP, NO: 1 MANUFACTURER: _ELyGL_; MODEL: CP3102.181 IMP: DIA: -1-89; MM, SPEED: 1745 RPM; DISCHARGE SIZE:®_ --41— IN; VOLTAGE: AN—; 1 HZ: 60 PHASE: 3 HP: 5.0 MIN SOLID SIZE: IN; CURVE: 63-435-QO-3703 2 MANUFACTURER: 181 . FLYGT ; MODEL: CP3102; IMP: DIA: _J&q_; MM, SPEED: 1745 RPM; DISCHARGE SIZE: 4'9 IN; VOLTAGE: 460 HZ: 60 PHASE: 3 HP: 5.0 MIN SOLID SIZE: IN; CURVE: 63-435-00-3703 3 MANUFACTURER: MODEL: IMP: DIA- MM, SPEED: RPM; DISCHARGE SIZE: IN; VOLTAGE: HZ: PHASE: HIP: MIN SOLID SIZE: IN; CURVE: PUMPS OPERATING CONDITIONS RUNNING PUMP: PUMP 1 250 9pm 43 ; TDH 54.8 %EFF. PUMP 1 & 2 300 gpm 48 ; TDH 53 %EFF. PUMP 1, 2 & 3 gpm TDH %EFF. WETWELL, PIPING AND FLOATS DATA DIMENSION DESCRIPTION DA BY CONTRCTOR WELMETWE L WALL THICKNESS (SUBMITTED BY PRECAST MANUFACTURE, SEE NOTE A B DB 72" WETWELL DIAMETER DC By CONTRACTOR C TAB WIDTH (8- MIN., SPECIFIED BY PRECAST MANUFACTURE, SEE NOTE A FLOATOW) BEL DD BY CONTRACTOR C— WETWELL TOP SLAB THICKNESS (10- MIN., SPECIFIED BY PRECAST MANUFACTURE, SEE NOTE A BELOW) DE BY CONTRACTOR F' WETWELL HATCH SIZE (SPECIFIED BY MECHANICAL/PUMP SUPPLIER) DF By COMACTOR PUMP BASE PLATE LENGTH (SPECIFIED BY MECHANICAL/PUMP SUPPLIER) DG By CONTRRCTOR PUMP BASE PLATE WIDTH (SPECIFIED BY MECHANICAL/PUMP SUPPLIER) D H BY CO OR ' PUMPLIER) BASE PLATE THICKNESS, 1/2" MIN., (SPECIFIED BY MECHANICAL PUMP SUPPLIER) DJ BY CONTWOR PUMP GUIDE RAIL DIAMETER (SPECIFIED BY MECHANICAL/PUMP SUPPLIER) DK 4" HDPE DISCHARGE PIPING DIAMETER DL By CONTRACTOR PUMP -STANDPIPE OFFSET (SPECIFIED BY MECHANICAL/PUMP SUPPLIER) DM BY CONTRACTOR VALVE VAULT INSIDE LENGTH (SUBMITTED BY PRECAST MANUFACTURE, SEE NOTE A BELOW) DN BY CONTRACTOR C VALVEBELOW) VAULT INSIDE WIDTH (SUBMITTED BY PRECAST MANUFACTURE, SEE NOTE A DO By CONTRACTOR VAULT BASE SLAB THICKNESS (SUBMITTED BY PRECAST MANUFACTURE, SEE NOTE A BELOW) L 7� p By COS CTOR VAULT WW)ALL THICKNESS, MIN 6- (SUBMITTED BY PRECAST MANUFACTURE, SEE NOTE A BELO I DQ om'SUPM By CON11,14 7OR PUPSECHECK VALVE CENTER LINE OFFSET (SPECIFIED BY MECHANICAL/PUMP R) DR 4" QU;C1K CONNECT DIA. DS 4' BYPASS PUMPING PIPE DIAMETER 4"DISCHARGE PIPE '_�AY=_717R I _N VATION ATION _ DESCRIPTION EA SEASONAL HIGH WATER ELEVATION 105.00` VIEiELL INVERT EC 107.00" PUMPS 3F,_ EF i 09.00" LEAD PUMP ON EG LAG PUMP ON EIH HIGH LEVEL ALARM Ell TOP OF STRUCTURE EJ 11 1.0on INFLUENT PIPE INVERT DATA NOTES k ALL STRUCTURAL COMPONENTS, NCLUDiING0 ABOVE ITEMS BUT NOT LIMITED TO, MUST BE CERTIFIED BY FLORIDA LICENSE R, PRECAST CONCRF,7 ELEMENTS AND MECHANICAL APPURTENANCES DIMENSIONS REQUIRED TO THE SUMBITTED BY CONTRACTOR MUST 3E CONFIRMED 8v SUPPLIERS/MANJF40TURERS. �;ROUND TES" ENCLOSURE 'NE TYPICAL =E:,R STATION TRANSITION TO EXISTING GRADE BROOKS PRODUCT 10" x 17" G G_ PULL BOX OR EQUAL WITH "GROUND TEST WELL" LABELED "ABLE HOLDER 3 VALVE VA? LT y BQND #4 CU TO ACCESS COVER ACID FRAME G — COUN-ERPOISE 2/0 --- COPPER LID NO 2/0 AWG TINNED COPPER GROUNDING ROD --Z GROUNDING CONDUCTOR TO COUNTERPOISE (TYP) PUMP STATION GROUNDING DETAILS GROUNDING NOTES: 1, GROUNDING DETAILS REPRESENTATION OF OTHER IMPROVEMENTS IS FOR DEPICTION ONLY. 2. DEPICTIONS PROVIDED IS GENERIC AND SHALL BE ADJUSTED BASED ON EQUIPMENT LOCATION AND SITE CONDITIONS, OR AS DIRECTED BY CITY. 3. IF ENCLOSURE FENCING IS INCLUDED TIE TO FENCE A MINIMUM OF TWO LOCATIONS, 4. FENCING CONTINUOUSLY GROUNDED TOGETHER BY THICK MULTI -STRAND TINNED COPPER BRAID WIRE WITH MECHANICAL CLAMP. FENCE TERMINAL POST SHALL BE CONNECTED TO GROUNDING PERIMETER COUNTERPOISE BY NO. 2/0 COPPER GROUNDING CONDUCTOR. 5. PROVIDE EXOTHERMIC WELD UNLESS NOTED. 6. HATCHES/DOORS: ON COVERS WITH MULTIPLE DOORS, PROVIDE BRAID FROM FRAME TO DOOR ON EACH DOOR. 7. INSTALL GROUND WIRE SO THAT IT WILL NOT CROSS CLEAR OPENING OR PREVENT OR IMPEDE NORMAL METHOD OF REMOVING FLOATS OR PUMPS. 8. GROUND WIRE FOR HATCH TO PENETRATE WETWELL ABOVE HIGH WATER LINES BY CORING j" THROUGH SIDE WALL. EPDXY FILL CORE HOLE, PUMP STATION GROUNDING DETAILS NTS 0 Ld < nl� i < I < L _j 0 V) m 0 u 0 LL_I III LLJ 0 u ry n 0 < 1-, co n LLj Ln — ®(!ate 0 In Lo 0 co 1 Ljj r- c) 0-4- F-oO ENGINEER Laurence Poliner #56974 LANDS'NIARTCONSULTANTS, LLC Certificate or Authorization 28068 S H E S2 2 NON -IRRIGATED UNDISTRUBED 0 IRRIGATION NOTES: SHRUB TOTAL AREA = 27,500 SF MAXIMUM AREA PER ZONE = 9,375 SF AVERAGE AREA PER ZONE = 9,167 SF AVERAGE OF 45 GPM PER ZONE AT 25 PSI PER 300 SF = 1.44 GPM AT 1.71 INCHES PER HOUR AT 25 PSI TOTAL ZONES = 3 TURF TOTAL AREA = 3,500 SF MAXIMUM AREA PER ZONE = 9,246 SF AVERAGE AREA PER ZONE = 1,167 SF AVERAGE OF 45 GPM PER ZONE AT 25 PSI PER 300 SF = 1.46 GPM AT .76 IN PER HOUR AT 25 PSI TOTAL ZONES = 3 TOTAL NUMBER OF ZONES 6 SHRUB ZONES WILL RUN FOR 20 MINUTES EACH TWICE A WEEK AT PEAK TIMES TURF ZONES WILL RUN FOR 45 MINUTES EACH TWICE A WEEK AT PEAK TIMES TOTAL SITE ESTIMATED ANNUAL WATER USE = 491,400 GALLONS PER YEAR 0 WIK 0 WIK- is w1h 8"WTR 8"WTR 14' Z LJ IRRu T_-A NOTES: FER LDO, ARTICLE VI, SECTION 6-14, (1), (M), 111, THE IRRIGAT 1 ON SYSTEM SHALL TIE INTO THE CITY'S EFFLUENT REUSE DSPOSAL SYSTEM WHERE APPROPRIATE. THIS SYSTEM !S NOT AVAILABLE TO THIS PROJECT SO THE IRRIGATON SHALL TIE INTO THE CITY'S POTABLE WATER SOURCE. 2. IN ORDER 70 PREPARE THE SYSTEM FOR EVENTUALLY CONVERSION TO EFFLUENT WATER SOURCE ALL IRRIGATION PIPE S"HAI-L BE PURPLE. 3. A PREVENTER SHALL BE PROVIDED. 4. AN A1 �_ 7O'. /A71C IRRIGATION SYSTEM WILL BE USED IN ALL DEVE_OPED AREAS OF THE SITE. u. THE 1I � -:)GAT ION SYSTEM SHALL PROVIDE 100% HEAD TO " I HEAL _-OVERAGE. 6. AN AUT01MATIC, CLOCK /CONTROLLER AND AN AUTOMATIC RAIN SFJT OFF DEVICE SHALL BE INSTALLED. 7 ALL TREES SHALL HAVE LOW FLOW BUBBLERS INSTALLED ON i �HEM ON A SEPARATE ZONE SO THAT IT MAY BE TURNED CF-_ AFTER TREE ESTABLISHMENT PERIOD, S. IRRIGATION LAYOUT IS SCHEMATIC IN NATURE AND SHALL BE FIELD ADJUSTED TO AVOID CONFLICTS WITH UTILITIES, EXISTING SITJATIONS, NEW PLANTINGS, ETC. EXISTING 9. FINAL HEAD LAYOUT AND ZONING WILL BE COMPLETED WHEN FINAL LANDSCAPE PLANS ARE PRODUCED. 10. IRRIGATION SYSTEM �fv`,__ BE DES"GINED AND EQUIPPED TO OPERATE IN THE RANGE OF 40 T-_ 45 PSI AT EACH SPRAY HEAD. A PRESSURE REST LLAT(I-l"R FOR THE ENTIRE SvSTEk,' SL17ALL BE PROVIDED. 1. TURF AND LANDSCAPE BEDS SHALL BE IRRIGATED BY DISTN07 Y SEPARATE IRRIGATON ZONES. 2. IRRIGATION SYSTEM COMPONENTS SHALL BE PROPERLY i i INS ' Al - LED AND MAINTAINED CONSISTENT WITH IRRIGATION SYSTEM STANDARDS. 13. SPRAY HEADS AND ROTORS SHALL NOT BE MIXED WITHIN THE SAME ZONE. 14. IRRIGATION RISERS SHALL NOT BE USED. 15. ALL HEADS SHALL BE A MINIMUM OF 4" FROM ANY IMPERVIOUS AREA. 16. ALL HEADS SHALL BE ADJUSTED SO THAT THERE IS NO DIRECT SPRAY ONTO OR OVER BUILDINGS, ROADWAYS OR DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA THAT WOULD LEAD TO WATER WASTING. 17. WATERING SCHEDULES SHALL PROVIDE NO MORE THAN 3/4" DEPTH OF WATER TO ANY ZONE PER IRRIGATION OCCURRENCE. NO SINGLE ZONE WATERING EVENT SHALL LAST MORE THAN ONE HOUR, WITH THE EXCEPTION OF MICRO IRRIGATION. A TABLE OF THE FINAL WATERING SCHEDULE, INCLUDING ZONES, ANTICIPATED RUN TIMES AND DAYS SHALL BE PROVIDED. Ell 50 LANDSMART - 7jA!T 11 CONSULTANTS, LLC 130 South Main Street Winter Garden, Florida 34787 Phone No. 407-694-5148 Fax No. 1-800-813-0831 shri @ laDdsmartconsu Itan ts. coin rceconsultants@cfI.rr.com m Laurence Poliner #56974 LANDSMART CONSULTANTS, TAX Certificate of Authorization 28068 PROJECT #: xxxxx DRAWN: BW CHECKED: LAMP DATE: SHEET: JUNE 2013 SCALE: 1" = 50' IRRIGATION PIi,A NOTE: \ LARGE BUFFER SHRUBS USED AROUND LIFT STATION TO BE VIBURNUM DDORA7l3S|K4Uk4 SPECIFIED AT 7 GAL, 56" H-[, 30" O.C., AT TIME OF INSTALLATION ! �tve--' ��r '- - 8�r�------e^WTn --8,WT--- ` � | � | 9 ' � : � \POND SLOPES TO BE SODDED WITH \ '4Z C, -- ----- BAHIA DOWN TO NORMAL WATER LINE \ \ | |� .� ' _[+' . " | _-_T / �-NORMAL WATER LINE -�~~ / . | � ' `\ | \ ! / \ � . � \ | ` \ ` �-- | � ) \ | � / \ i \ | � ` ! \ || [ l \ ` \ (� \ \ . \ | / --| ' � � BUFFER LANDSCAPE VEHICULAR USE AREA LANDSCAPE BU/LO|NG PERIMETER LANDSCAPE FRONTAGE BUFFER (25` YNDTH) REQUIRED: REQUIRED: REQUIRED: 1 TREE IS REQUIRED FOR EACH 4 PARKING 1 SHADE OR UNDERSTORY TREE IS 2 SHADE TREES AND J UNDER5TORY SPACES IN THE PARKING LOT REQUIRED TO BE PROVIDED FOR EVERY TREES PER 100 LINEAR FEET 30 FEET OF BUILDING PERIMETER 92 PARKING SPACES ARE PROVIDED FRONTAGE LENGTH 300 LF 92/4=23 TREES REQUIRED BUILDING PERIMETER 1300 LF 300/100=5X2=0 SHADE TREES 1300/30=44 TREES 3OO/1OO=�X�=8 UNDERSTORY TREES PROVIDED:' 21 SHADE TREES PROVIDED: PROVIDED: 2 UNDER3T0RY TREES 10 SHADE TREES 6 SHADE TREES 7 PALM TREES 11 UNDERSTORY TREES 9 UNOERSTORY TREES 30 TOTAL TREES 26 PALM TREES 53 TOTAL TREES FRONTAGE POND BUFFER /10' VV|DTH\ REAR POND BUFFER (10` VV|DTH\ ��DU|R��� ' 100|� OF BUILDING PERIMETERREQUIRED: 2 SHADE TREES AND 3 UWDERSTORY 2 SHADE TREES AND 3 UNDERSTORy ADJACENT TO LANDSCAPING IS TREES PER 100 LINEAR FEET TREES PER 100 LINEAR FEET PLANTED WITH SHRUBS OR GRDUNOCOVER. FRONTAGE LENGTH 350 LF FRONTAGE LENGTH 1040 LF 322/1OD=��3X2=� SHADE TREES �O�O/1O0=1O.4X2=21 SHADE TREES 75�� OF LANDSCAPED (}PEN SPACE IS / 1DO 322/=��X3=1O UNOER�TORY TREES ' ' 1O�O=�O�X3=J� UNDE�STORY TREES ' SHRUB OR GROUNOCOVER /' //1U0 23061 SF OF SHRUB/ GRDUNOCDVER PROVIDED: PROVIDED: 5869 SF OF ST' AUGU3T|NE SOD 7 SHADE TREES 21 SHADE TREES � 10 UNUERSTORY TREES 32 UNOERSTORY TREES a~WTn a"mR u"WTm 8"Wm , �� � � +�) 14'| 6' BENCH AND TRASH RECEPTACLE &I 0 LANDSCAPE NOTES: 1. DBH - DIAMETER AT BREAST HEIGHT IS DEFINED TO BE FIFTY -FUR /54\ INCHES ABOVE THE SURFACE OF THE G_ROJ�N-_ AT THE BASE OF PLANT OR TREE. 2. OVER 50% OF SELECTED PLANT MATERIAL IS EVERGREEN. 3' ALL LANDSCAPE AREAS NOT PLANTED WITH SHRUBS AND GROUNOCOVER3' MULCHED, OR LEFT IN A NATURAL VEGETAT�'VE STATE SHALL BE SOD WITH S'[ AUCUSTlME 'FLDRATAk4` SOLID SOD. PASPALUK4 TO BE USED SPARINGLY AND ONLY AROUND POND AND NON -IRRIGATED AREAS. 4. TREES PLANTED ALONG R0BER3OM ROAD SHALL HAVE ROOT SHIELDS TO DEFLECT THE ROOTS AWAY FROM THE SIDEWALK AND UTILITIES INSTALLED IN CLOSE PROXIMITY. + --- NOTE: POND SLOPES TO BE SODDED WITH - PLANT | /\N7- i E G`[_k | D , + NOTE: LARGE BUFFER SHRUBS USED AROUND OUMPSTER TO BE VIBURNUM OOORAllSS|K4UM SPECIFIED AT 7 GAL, 36" HT.' ^ O.C, AT TIME OF INSTALLATION � \ \ \ ` ~ \ \ \ ^ ` + ` w/­\/u` unL_ SHADE TREES SPECIFICATIONS Querouo virginionm 'Cathedral' 100 GAL., 10'-12' HT. X 5' SPD.. Magnolia grondiflonz `Bnocken'a Brown Beauty' 3" - 3 1/2" DBIF ToXodiurn diatiohurn UNOERSTORY/ORNAMEN TAL TREES SPECIFICATIONS Logeratroerniu indioa 'Muskogee' 65 GAL.' 8'-10' H7. X 3" SPO, LiguStrurD j�pO���O �" - � 1/2" DBH' ' MULTI -TRUNK 3 TO 4 1" TRUNKS JN PALM TREES SPECIFICATIONS SObO| pG|rOetfO HEIGHT VARIES, KJ|N|kJUM OF 8` L�l[ Phoenix aylw:stris SHRUBS AND GR[}UNDC()YERS SPECIFICATIONS Anzchio g|obnJto LARGE BUFFER SHRUBS 0one||o toannonico 7 GAL., 36" HT., 30" D.C. / Ilex g|obro SMALL SHRUBS U|iciurn ponviMorurn 3 GAL, 24" HT. 24" O.C. Ilex vomitorio GROUNDCOVER Viburnum odorot'iaolrnunn 1 GAL, 12= H-[' 18" O.C. SOD SPECIFICATIONS 8tenotO�hrur0 oeoundoturn 'Rorotorn' SOLID SOD ` PA�PAUJW �� BE USED ONLY AROUND POND AND NON -IRRIGATED AREAS Poapo|urn nototurn - NO LANDSMART CONSULTANTS, LLC 130 South Main Street Winter Garden, Florida 34787 Phone No. 407-694-5148 Fax No. 1-800-813-0831 p Engineer of Record DS1, A ON All LLC �,ate oU Auth.riati�'. 280J68 PROJECT #: XXXXX DRAWN: BW CHECKED: UVIP DATE: SHEET: ]UNE 2013 SCALE: 1^ = 50' L LANDSCAPE PLA �:j _T1 K + NOTE: 1. PROTECT DESIGNATED EXISTING TREES SCHEDULED TO REMAIN AGAINST: —UNNECESSARY CUTTING, BREAKING, OR SKINNING OF ROOTS —SKINNING AND BRUISING OF BARK —SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION OR EXCAVATION MATERIALS WITHIN DRIP— I INE EXCESS FOOT OR VEHICULAR TRAFFIC —EXCESS - —PARKING VEHICLES WITHIN DRIP —LINE TREE CHART POINT POINT TREE TYPE TREETYPE FULL RADUIS OF DRIPLINE NUMBER NUMBER ---- 20P,189 BAY TRE_r_ 8 2,0093 PINE TREE 12" 20154 MAGNOLIA 16" 20?0@5 PINE TREE 12" 201103 OAK TREE I 1 20052 PINE TREE 14 , 2r,,_179 OAK TREE 24" 2 0,0Z 8 1 PINE TREE 14 —E XISTING DRIP LINE (TYP.) 2 0_1 5 6OAK TREE E 24` 20084 P INE TREE ­1 14 i0159 OAK TREE 24" 20085 PINE TREE 14.... 1/2 RADIUS OF DRIPLINE 20,141 OAK TREE 6" 20086 PINE TREE 14' " 20142 OAK TREE 6" 20088 PINE TREE 14,_ LIMITS OF WORK OR DRIP LINE 'WHICHEVER IS CLOSEST TO TRUNK 20143 OAK TREE Ot' 200049 PINE TREE 15" TREEROM BARRICADE 20 15 6 OAK TREE 6' 201054 PINE TREE IV sp w, . I ,l -1— R 14,11'1� m " 11�11'111 REBAR, 6' O.C. MAX (TYP.) 20145 D ALM TREE 10" 2C050 PINE TREE 16" m. z " H �ffl­ "., 1,_#4 -1, -1, RR, 20146 PALM TREE 10" 20055 PINE TREE 16' 00 41 R, ggmg . ........ 'g W, PN�li M 20080 F PINE T-REE I T 200 57 PINE TREE 16" m 511 ......... . Rl, ........... �g m _200082 PINE TREE 10' 20078 PINE TREE 16" 48" ORANGE POLYETHYLENE FENCE 20,077 PINE TREE I 1" 2,0091 PINE TREE 16" �ALSO USE SILT FENCE WHERE EXISTING/PROPOSED TREE — PINE GRADES SLOPE TOWARDS TREE TO ELIMINATE SILTING OVER TREES ROOT SYSTEM). 201053 PINE I 1�: 201092 TREE 16" 20056 PINE TREE 12" 20097 PINE TREE IT 20D62 PINE TREE I Z' 20051 PINE TREE 19" TREE PROTECTION BARRICADE DETAIL 20075 PINE TREE 12" 20048 PINE TREE 2G" Scale: N.T.S. TP 20079 PINE TREE 12" 20047 PINE TREE 21 " 20083 PINE TREE IT 20046 PINE TREE 30;' 20087 PINE TREE 12` 20090 PINE TREE 9" GR )E �\7_ GO Is I G, 3: VIA, TREE REMOVAL AND REPLACEMENT TOT AL TREES 8" CAL. AND LARGER REMOVED 3 OAKS (ALL ARE SPECIMEN OAKS REPLACED AT 4:1) 1 BAY I MAGNOLIA 32 PINES TOTAL PROTECTED TREES REMOVED = 37 TOTAL TREE REQUIRED TO BE PROVIDED = 46 PALMS REMOVED =2 TOTAL TREES PROVIDED: 68 SHADE TREES AT 3" CAL. EACH 69 UNDERSTORY TREES AT 2" CAL. EACH TOTAL TREES PROVIDED = 137 0 rw m REMOVAL/ PROTECTION LEGEND: GRAPHIC SCALE 50 0 25 50 100 I I I I I AREA OF PLAN THAT IS EITHER IN 3" WETLAND N FUTURE PHASES IN ( IN FET �% WHICH TREESOR IARE TO REMAIN 1 inch E = 50 ft. til l�y� r=C 1-�� LANDSMART CONSULTANTS, LLC 130 South Main Street Winter Garden, Florida 34787 Phone No. 407-694-5148 Fax No. 1-800-813-01831 shri@landsmarteonsultants.et)m 'r reeconsultants@cfi.rr.com Engineer of Record 1,aurence Poliner #56974 LN,DSN4AR,r N 'LILItA '1 I'C C Certificate 'at, f Zh�. ion 28068 xxxxx DRAWN: BW CHECKED: LMP DATE: SHEET: JUNE 2013 SCALE: 1" = 50 RE:E A PRESER�VAT�10N.! 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C .1 MENEM flaw car MUL -S 2 1 e, in, 1*A18b M-01 's ii pw w A 0", IRIMKf W. T' L I%Mv qu ift mm"a wn� wg I'M ZA 5 AV Z&ft % N2 Wezm' Lm4k 10'`11ft w1kiK NO,& M%11 k, PA ftnx 0 SITE LIGHT FIXTURE &FECIFICATIONe I SCALF. KITS 11NIMIJAIR "pipjaysm I ARCHITECTURE El DEVELOPMENT License #AA-CO02117 556 CENTRAL AVENUE 0 ST. PETERSBURG, FL 33701 El 727 894-4453 www.bessolo.com PROFESSIONAL SEAL ENGINEERS, INC. License # EB-0007103 556 CENTRAL AVENUE ST. PETERNpiW,#.,, (727) MIX -4668 ................ ... ... — I Jeffrey T. Mernbel 11, P. E. State of Florida 68989 OCOPYRIGHT2013 KEM ENGINEERS, INC. THIS DRAWING AND ALL INFORMATION CONTAINED, INCLUDING ALL RELATED DIGITAL DRAWINGS OR FILE$ HEREIN ARE THE EXCLUSIVE PROPERTY OF KEM ENGINEERS, INC, SHALL NOT BE COPIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN CONSENT Or KEM ENGINEERS, INC. AND MUST BE RETURNED UPON REQUEST, ALL DRAWINGS ARE PRELIMINARY AND NOT FOR CONSTRUCTION PURPOSES UNLESS SIGNED AND SEALED BY JEFFREY T MEMBEL, P.E. I 15,51JEC) I Z)ATE; I 166UEE) FOR: 13-04-13 SITE FLAN SU5M[6510N PROJECT NO- 13024.00 PP-4U.N.15Y.-.. ujG FVK PHECKED py, ............. -jTM ,DATE-., ...... SCALE: AS NOTED LEGEND ITEM NUMBER IV. B. PUBLIC HEARING LAND DEVELOPMENT CODE AMENDMENT Mayor Commissioners S. Scott Vandergrift John Grogan, District 1I .Rosemary Wilsen, District 2 City Manager Rusty Johnson, District 3 Robert Frank 0 C O Q P Joel F. Keller, District 4 florida TO:The Planning & Zoning Commission FROM:Michael Rumer, City Planner DATE:November 12, 2013 RE:Change in Article IV, Section 4 -8(A) (3) Special Exception Applications and Section 5 -9 Zonings /Rezonings ISSUE: Should the Planning & Zoning Commission recommend approval of amendments to the Land Development Code (LDC) relative to providing a waiting period for hearing a re- application of a denied Special Exception or rezoning? BACKGROUND: Article IV and Article V of the City of Ocoee Land Development Code (LDC) regulates application submittal requirements for Special Exceptions and rezonings. Currently, there are no provisions limiting the time for resubmitting an application that has been denied by the City Commission. Due to a rezoning case where an application for rezoning was denied by the City Commission and a subsequent re- application was submitted four months after the denial hearing date, staff was directed by the City Commission to look into provided a waiting period. Staff looked at the re- application requirements from twelve (12) different local governments in Florida and met with Ocoee City Commission members to provide new language in the LDC limiting a new application for a project after a denial has been issued. Attached is a spreadsheet indicating the criteria by the twelve local governments to limit re- applying or having a new hearing on a project that has been denied. Upon review of the information gathered and comments from the City Commission, staff has proposed three options: Option #1: If the city commission denies an ordinance to rezone a property including to PUD or denies a special exception for a use on a property, the city commission shall take no further action on another application of the same proposal or zoning district for a period of six (6) months from the date of denial. Option #2: If the city commission denies an ordinance to rezone a property including to PUD or denies a special exception for a use on a property, the city commission shall take no further action on another application of the same proposal or zoning district for a period of nine (9) months from the date of denial. P &Z Meeting Date: November 12, 2013 Project: LDC Amendment to Applications Option #3: If the city commission denies an ordinance to rezone a property to PUD or denies a special exception for a use on a property, the city commission shall take no further action on another application of the same proposal or zoning district for a period of one (1) year from the date of denial. Staff is not proposing to limit the time to submit a new application in order to have the ability to receive application money and have a chance to work on a project that could be a positive addition to the city. DISCUSSION: See attached spread sheet for discussion: STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the proposed option #2 which limits the rezoning ordinance or Special Exception from being heard by the City Commission for nine (9) months. Attachments: Spread Sheet Name of Government Type of Denial Duration Other Atlantic Beach Denial of ordinance to rezone 365 days from date of denial Broward County Denial is considered with prejudice 12 months from date of denial Clermont Denial for rezoning 12 months from denial date Unless specifically authorized by the city council Ft. Lauderdale Denial for zoning by p & z or city 2 years from denial date commission Homestead Denial with or without prejudice Without prejudice — 6 months after date of denial With prejudice — 1 year after date of denial Lady Lake Denial 12 months from date application 12 months can be waived if determined was denied by a majority vote , that a waiver is necessary to prevent injustice or to promote health, safety, and general welfare Lake County Decision denying application 1 year from date it was denied If the denial was done without prejudice, can re - apply after 90 days so long as a substantial change has occured Marion County Denied an application for rezoning 12 months from date of denial Orlando Denial for application to rezone to PD 12 months from date of denial Sumter County Disapproval without prejudice Application submitted until after 90 days of denial Disapproval with prejudice Application submitted to director 1 year from date of denial Winter Garden Proposed ordinance is defeated Cannot be again considered for a period of 90 days Winter Haven P & Z recommend denial 6 months from the date of such action ITEM NUMBER IV. C. PUBLIC HEARING COMPREHENSIVE PLAN AMENDMENT CIE UPDATE Mayor Commissioners S. Scott Vandergrift John Grogan, District 1 Rosemary Wilsen, District 2 City Manager Rusty Johnson, District 3 Robert Frank O c o e e Joel F. Keller, District 4 florida TO:The Planning & Zoning Commission FROM:Michael Rumer, City Planner DATE:November 12, 2013 RE:Change in Article V, Section 5 -8 Prohibited Uses and Table 5 -1 Permitted Use Regulations ISSUE: Should the Planning & Zoning Commission recommend approval of amendments to the Land Development Code (LDC) relative to Article V, Section 5 -8 Prohibited Uses and Table 5 -1 Permitted Use Regulations to make bars and cocktail lounges a permitted use in specific commercial districts'? BACKGROUND: Bars and cocktail lounges are prohibited within the City of Ocoee unless it is associated with a restaurant seating a minimum of 45 people. With the establishment of the CRA Target Area's which are intended to provide an urban development pattern to include mixed uses and multiple use buildings, staff recognized the need to permit bars and cocktail lounges as possible uses. The definitions for bars and cocktail lounges as found in the Land Development Code are below: Bar: An establishment having a bar and tables set up at all times and used for serving alcoholic beverages with or without food, and includes uses described as "lounges" or "taverns ". Cocktail Lounge: A room having a bar and tables set up at all times and used for serving alcoholic beverages and /or food. Staff has proposed three options for consideration to permit bars and cocktail lounges: Option #1: Bars and Cocktail Lounge - permitted in C -3, TA (CRA Target Areas) zoning districts, Option #2: Bars and Cocktail Lounge — permitted by Special Exception in C -2, permitted in C -3, 1 -1, and TA (CRA Target Areas) Option #3: Bars and Cocktail Lounge — permitted in C -2, C -3, and 1 -1 zoning districts. P&Z Meeting Date: November 12, 2013 Project: LDC Amendments - Bars and Cocktail Lounges Besides adding the uses to the zoning table, Section 5 -8 will have to be amended to remove Bars and cocktail lounges from the list of prohibited uses. DISCUSSION: See attached spread sheet for information on other jurisdictions. Table 5 -1 Under Commercial Uses, Bars and Cocktail Lounges will be permitted in select commercial and industrial zoning districts, if adopted. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend option #2 of the proposed amendments to the Land Development Code to permit bars and cocktail lounges in selected commercial and industrial zoning districts. Attachments: Revised Table 5 -1 Spread Sheet 2 - TABLE 5 - 1 PERMITTED USE REGULATIONS P" = Permitted Use in that Zoning District Refer to Table 5-2 for setbacks and other S" = Special Exception in that Zoning District ( requires advertised public hearings) development requirements. This Use is not permitted in this Zoning District USE A- A- RCE- R- R- R- R- RT- PS C- C- C- I - I - 1 2 1 1 A 1 AAA 2 3 1 1 2 3 1 2 RCE- R - 1 R - 1AA 2 AGRICULTURAL USES Agriculture Agricultural Processing P P P P P P P P RESIDENTIAL USES Adult Congregate Living Facility ( ACLF) PP P P P P P Community Residential Home, Major PP P P P P P Community Residential Home, Minor PP P P P P P Dwelling, Single- Family PP P P P PP S Dwelling, Two- Family P P P Dwelling, Multi- family Dwelling, Mobile Home P P Mixed - Use Development ( Mixed - use development will be allowed by PUD 5 S 5 5 5 - and special use districts adhering to the requirements specified in Article IV)Mobile Home Development P Nursing Home 5 S S P P P - COMMERCIAL USES Adult Entertainment Establishments Appliance Store Automotive Body Repair Automobile Parking Lot P P P P Automobile Repair P P P USE A- A- RCE- R- R- R- R- RT- PS C- C- C- 1- 1- 1 2 1 1 A 1 AAA 2 3 1 1 2 3 1 2 RCE- R - 1 R - 1AA 2 Automobile Sales ( New and Used) S P P - Automobile Service Station P P P Automotive Wrecking or Salvage Yards P Bar ( associated with restaurant seating 45 people) P P P P Boat Sales and Service P P - Bus Terminal p p - Car Wash p p - Clinic, Dental or Medical P P P P P P Commercial, Convenience P P P P P Commercial, Convenience with Gas Sales S P P P Commercial, Retail P P P S Department Store P P P - Drive In Restaurant ( Boundaries of tract of land area no less than 200 feet P P P - from any residence) Equipment Sales S P P P P Funeral Parlor P P P - Furniture Repair and Upholstery P P P - Furniture Store P P P - Gallery/ Museum P P P - Gas Station S P P - Grocery Store/ Supermarket P P p - Heating and Air Conditioning Sales and Service with outside storage P P - Heating, Ventilating, Plumbing Supplies, Sales, E t Service P P P - Hospital S S P P P - USE A- A- RCE- R- R- R- R- RT- PS C- C- C- 1 - 1 - 1 2 1 1 A 1 AAA 2 3 1 1 2 3 1 2 RCE- R - 1 R - 1AA 2 Hotel or Motel S P P - Interior Decorating Store P P P - Live Entertainment Establishment Liquor Store, No on- premise consumption P P P - Miniature Golf Course/ Driving Range P P P - Mobile Home and Travel Trailer Sales Monument Sales Motor Vehicle Wholesale P P P Movie Theater P P P - Music, Radio, TV Shop P P P - Nursery/ Garden Supply Store P P P - Pawn Shop P P - Pre-Fabricated House Sales P P - Printing, Book Binding, Lithograph, and Publishing Plants P P - Professional Offices PP P P P P Radio Broadcasting and TV Stations, Studios, Et Offices Recreational Vehicle Park S S S Restaurant P P P P P Sign Painting Shop Storage Warehouse Veterinary Hospitals and Kennels when confined within structure USE A- A- RCE- R- R- R- R- RT- PS C- C- C- I- I - 1 2 1 1 A 1 AAA 2 3 1 1 2 3 1 2 RCE- R - 1 R - 1 AA 2 INDUSTRIAL USES Borrow Pits Industrial Park Industrial, Light Industry, Heavy Transfer Station Truck Stop Warehousing/ Distribution PUBLIC AND SEMI - PUBLIC USES Child Care Facilities SS 5 5 5 5 Church P P P S S S S S S S S Club or Community Use S S S S S Conservation Use P P P P P PP P PP P P P P Golf Course/ Country Club P P P P P PP P P P P Public Service or Utility SS S S S 55 5 5 S 5 S S 5 Public Service, Essential PP P P P PP P PP P P P P Recreation Facility, Commercial P P P P Recreation Facility, Neighborhood PP P 5 5 SS 5 S 5 5 5 5 S School P P P S 5 S S S S S S S Telecommunications Service Facilities Jurisdiction Land Use Name Criteria Zoning Other Ocoee Bar ( associated with Separation from church or C- 1,C- 2,C - 3, 1 - 1,& 1 - 2 Bars or cocktail lounges restaurant seating 45) school — 1,000 ft. offering alcohol for consumption not incidental to Restaurants are exempted or within a portion of building used for a restaurant seating not less than forty - five patrons - prohibited Orange County Cocktail Lounges, Pubs and Separation from church or C- 1,C- 2,C- 3,1 - 1,1 - 2 Bar / Drinking Places school — 1,000 ft. Special Zoning Districts Winter Garden Eating and Drinking Separation from church or C - 1, C - 2, and PUD establishments school — 1,200 ft. 1,000 ft. separation from other establishment for on- site consumption only. Orlando Eating and Drinking Separation from church or C - 1, C- 2,C - 3, PUD Sale of alcohol is 51 % or establishments school — 200 ft Special Zoning Districts more of total gross sales Oviedo Entertainment Recently allows for Bars at Special Zoning District the New Downtown Village Core District " Oviedo Park" Winter Park Restaurant and Lounges Separation from church or C- 1,C - 3, 1 - 1, 1 - 2 Residential separation is fill school — 1,000 ft, residential spill over parking and noise is 300 ft. Winter Springs Alcohol Beverage On- Premise Separation from church or C- 1,0- 2,0- 3,1 - 1, & I - 2 Consumption school — 200 ft Jurisdiction Land Use Name Criteria Zoning Other Palm Beach Bars / lounges 750 ft. separation from C - 2, C - 3, 1 - 2 , Special other establishment for on- zoning Districts site consumption only and 750 ft. from school Ft Lauderdale Bar, Cocktail lounge, 300 ft. separation from C- 1,C- 2,C- 3,1 - 1,& 1 - 2 Nightclub other establishment for on- site consumption 500 ft. from church or school Naples Cocktail lounges 400 ft. form church or C - 1, C - 2, C - 3, 1 - 1, & 1 - 2 school Manor Commissioners S. Scott Vandergrift 4 John Grogan, District 1 Rosemary Wilsen, District 2 City Manager Rusty Johnson, District 3 Robert Frank O C 0 P P Joel F. Keller, District 4 florida TO:The Planning & Zoning Commission FROM:Michael Rumer, City Planner DATE:November 12, 2013 RE:Capital Improvements Element — Amendment Addition of the Fiscal Years 2013 — 2017 Capital Improvements Program ISSUE: Should the Planning & Zoning Commission recommend adopting an Ordinance amending the Capital Improvements Element of the City of Ocoee Comprehensive Plan that includes the addition of the Fiscal Years 2013 — 2017 Capital Improvements Program? BACKGROUND: The Capital Improvement Element (CIE) of the City of Ocoee Comprehensive Plan is a requirement of Chapter 163, Florida Statutes (FS) and enables implementation of the Plan goals, objectives, and policies needing capital funding for a 5 -20 year planning horizon. Each year, the table section of the CIE will be updated to ensure that the adopted list of capital projects in the CIE matches the City's newly adopted fiscal year budget and approved five year Capital Improvements Program (CIP). The CIE does not propose any new projects not previously reviewed and approved by the Commission. The Florida Legislature enacted legislation allowing adoption of the annual amendment to the CIE to be accomplished with a single public adoption hearing. Additionally, State Statute no longer requires a copy of the Ordinance to be transmitted to the Florida Department of Economic Opportunity (FKA: Department of Community Affairs "DCA "). Therefore, adoption of this Ordinance is final in its form and content. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission adopt an Ordinance amending the Capital Improvements Element of the City of Ocoee Comprehensive Plan that includes the addition of the Fiscal Years 2013 — 2017 Capital Improvements Program. Attachments: Fiscal Years 2013 — 2017 Capital Improvements Program CAPITAL PROGRAM FISCAL YEARS 2013 - 2017 Capital Investment Program Project List, September 17, 2013 l --- -- - Dept./ Project Funding Description Fund Manager Total Need I FY 2014 FY 2015 FY 2016 FY 2017 FY 2018 Source Major Buildings Withers- Maguire House Construct outside storage building to match House for use by Community Center and House operations 572 - 10 P & R 35,0001 35,000 A(Wish List) Annual museum exhibit display upgrades; support for rotating exhibits 518 - 00 SS 100,000 25,000 25,000 25,000 25,000 A(Wish List) City Hall and West Wing Buildings 1 Paint City Hall and West Wing Building 519 Pworks 400001 A ty g g 40,000. Upgrade Lighting City g parking lots at City A Complex Modification at Cit Hall 519 Pworks 18,000 18,000 pg ade Li htin and Install fence alon g ty Hall 1— A(Wish List) Northwest n Design & construct free-standing fire station ( also requires Fire 1,600,000 9 g q uires 400, 000 for equipment and 12 new staff positions) 522 1,600,000 A , Police Headquarters Building Reconfigure training rooms to support larger groups 521 Pworks 30,000 30,000' A Covered overhang for outside patio 521 Pworks 15,000 15,000 A City Police Gun Range i Construct new gun range 521 Pworks 100,000 100,000 A Clean up old gun range 521 Pworks 100,000 100,000 A Total Funding Required for Major Buildings 2,061,000 141,000 170,000 125,000 25,000 1,600,000 Funding Source Codes: A = Current Operating Revenues; B = Road Impact Fees; C = Revenue Bonds; D = Grant; E = Developer Contributions; F = Other; G = Repair Replacement Funds; H = Other Impact Fees Prepared by Al Butler on 11/7/2013 Page 1 CAPITAL PROGRAM FISCAL YEARS 2013 - 2017 Capital Investment Program Project List, September 17, 2013 Dept./ Project Funding Description Fund Manager Total Need FY 2014 FY 2015 FY 2016 FY 2017 FY 2018 _ Source Road Capacity Clarke Road Construct 1/2 mile of additional 2 lanes of Clarke Road and add left-tum lane south of Clarcona-Ocoee Rd. 541 - 10 Eng 896,232 100,000 650,000 146,232 A, B 1 9 100,000 Design 100,000 Roadway construction 650,0001 650,000 Utility construction 146,232 146,232 Fullers Cross Rd. at Ocoee - Apopka Rd. Reconstruct intersection by adding left turn lanes on all approaches and reconstructing traffic signal 541 - 10 Eng 750,000 75,000 675,000 B, E Design 75,000 75,000 Construction 675,000 675,000 Maguire Rd.Phase V - Construct two additional lanes from end of four - lane section north of SR 50 to Story Rd. / Geneva St.; includes additionalstormwaterretention 541 - 10 En. 4,335,000' 335,000 4,000,000 B, E 1 U•date design 35,000 35,000 ROW acquisition 4,000,000 300,000_ 4,000,0001 Road construction Marshall Farms Rd. Widen & improve road north of SR 50 541 - 10 Eng 112,4861 112,486 A Utility construction Y 112,486 . - - -— Franklin St.Widen to SR 429 541 - 10 i Eng 1,800,000 1,800,000 A ( Wish List) Maine St.Construct an extension of Maine St. from Maguire Rd. to Bluford 325000, 3 000 Ave. 541 - 10 En. A ( Wish List) Maine St to Blackwood 541 - 10 En. 1,200,000 1,200,000 A ( Wish List) 9 104,000 Old Winter Garden Rd. ! Extend road from Maguire Rd. west to Marshall Farms Rd. 533 En. 104,000 A i 104,000 104,000 Utility construction Eng 1 800,000 800,000 A ( Wish List) F 1 Extend Road West to Economic Ct / SR 50 541 - 10 1 Funding Source Codes: A = Current Operating Revenues; B = Road Impact Fees; C = Revenue Bonds; D = Grant; E = Developer Contributions; F = Other; G = Repair Replacement Funds; H = Other Impact Fees Prepared by Al Butler on 11/7/2013 Page 2 CAPITAL PROGRAM FISCAL YEARS 2013 - 2017 Capital Investment Program Project List, S eptember 17, 2013 Dept./ Project Funding Description Fund Manager Total Need FY 2014 FY 2015 FY 2016 FY 2017 FY 2018 Source Roberson Rd. Widen road to add turn lanes associated with Belmere commercial development; includes improvements at the Maguire Rd. intersection 541 - 10 Eng_ 1,300,000 , 1,300,000 B, E Widen road to six lanes - Phase 2 ( SR 429 interchange to Vintage ( - ect ) 9 9 State Road 50 FDOT Proj 1 i i Village Pkwy.) Multiple l Eng 5,092,850 3,167,850 0 500,000 675,0001 750,000 A, F Upgrade traffic signals 447,850 447,850 A Install lighting F ( FDOT) Install landscaping 750,000 9 9 795,000 120,000 ; 675,000 750,000 FDOT) Acquire ROW and construct Maguire Rd. SB thru lane south of SR 50 to provide 2 thru lanes across SR 50 500,000 500,000 A Relocate water and sewer mains 2,600,000 A i 531 Utilities 2,600,000, Total P ty Projects 16,715,568 I Funds Required for Road Ca aci 7,292,850 1,475,000 - $ 1,8 ,825,000 1,010,000 5,112,718 Funding Source Codes: A = Current Operating Revenues; B = Road Impact Fees; C = Revenue Bonds; D = Grant; E = Developer Contributions; F = Other; G = Repair Replacement Funds; H = Other Impact Fees Prepared by Al Butler on 11/7/2013 Page 3 CAPITAL PROGRAM FISCAL YEARS 2013 - 2017 Capital Investment Program Project List, September 17, 2013 Dept./ Project Funding P Project Description Fund Manager Total Need FY 2014 FY 2015 FY 2016 FY 2017 FY 2018 Source Road Operations Street Resurfacing Program I Repave and / or reconstruct City streets ( specific fiscal year project assignments are made according to need and funding) 541 - 10 Streets 2,022,736 __$ 500,000 322,736 400,000 400,000 400,000 A Lighterwood Court 15,700 15,700 Log Jam Court 18,160 18,160 Log Wagon Road 63,730 63,730 Lumberjack Lane 50,820 50,820 Mill Stream Road 26,900 26,900 l Sawdust Circle 30,315 30,315 Timber Ridge Trail south of Sawmill Blvd. 48,830 48,830 Water Wheel Court 17,780 17,780 Wood Ridge Court 18,140 18,140 Wood rP n Court 9,700 9,700 9 20,180 20,180': Little Aspen Court New Meadows Court 9,7001 9,700! Fort Collins Court 9,700' 9,7001 Meadows Sweet Court 59,700', 9,700 Marshall Farms Rd. Eastern Segment9 22,736; 22,7361 Marshall Farms Rd. Western Segment 21,305' 21,305 West Ohio Street 31,800 31,800 Bay St., Floral St., Ohio St. 29,105 29,105 L Johio Shores Road 68,435 68,435 I Bluford ( Geneva to SR 50) 100,000 100,000 Wurst Rd 200,000 200,000 Sidewalk Construction Program Install sidewalks along City rights of way 541 - 10 Streets 165,900 30,000 30,000 75,900 30,000 A 1 r Kissimmee Ave. from Orlando Ave. to McKey St. 71,550 71,550 Beech Center area 4,350 4,350 Street Lighting 541 - 10 Streets 10,000 10,000 I A T I I Funding Source Codes: A = Current Operating Revenues; B = Road Impact Fees; C = Revenue Bonds; D = Grant; E = Developer Contributions; F = Other; G = Repair Replacement Funds; H = Other Impact Fees Prepared by Al Butler on 11/7/2013 Page 4 CAPITAL PROGRAM FISCAL YEARS 2013 - 2017 Capital Investment Program Project List, September 17, 2013 Dept./ Project Funding Description Fund Manager Total Need FY 2014 FY 2015 FY 2016 FY 2017 FY 2018 So urce Right of Way Improvement Program tr Enhance entranceway signing 25,000 25,000' 25,000 25,000 A Y l 9 g 541 - 10 Streets 100,000 Install ROW landscaping & make repairs 541 - 10 Streets 200,000 50,000 50,000 50,000' 50,000 A Install Crowne Point Pkwy. landscaping & irrigation 541 - 10 Streets 100,000 100,000 I A Hackneykney Prairie Road pavement alternating Modif avement on alternatin street to remove one lane of Toal sides so as to induce curves ( traffic calming for new school) l o Funds p g J 1 541 - 10 Streets 150,0001 A 2748636 510,000 677, 7736 ] 505,000 550,900 F Required for Road Operations Projects 505,000 Funding Source Codes: A = Current Operating Revenues; B = Road Impact Fees; C = Revenue Bonds; D = Grant; E = Developer Contributions; F = Other; G = Repair Replacement Funds; H = Other Impact Fees Prepared by Al Butler on 11/7/2013 Page 5 CAPITAL PROGRAM FISCAL YEARS 2013 - 2017 Capital Investment Program Project List, September 17, 2013 Dept./ ' Project 1 Funding Description Fund Manager [ Total Need FY 2014 1 FY 2015 FY 2016 FY 2017 FY 2018 Source Utilities ( Water, Sanitary Sewer, and Reclaimed Water) Make minorre airs and upgrades to water plants 533 Water 113,743 Citywide Water System Improvements I p Pg 43 p 21,000 21,840 22,714 23,622 24,567 A Make minor water line replacements & upgrades 533 - 10 Water 81,245 15,000 15,600 16,224 16,873'. 17,548 A Make major waterline replacements & upgrades 533 - 10 Water 2,843,569 525,000 546,000 567,840 590,554 614,1761 A/G Replace and / or install new fire hydrants 533 - 10 Water 81,245 15,000 15,600 16,224 16,873 17,548 A Replace waterplant SCADA & instrumentation ( all plants) 533 Water 150,0001 150,000 A Make miscellaneous water line upgrades associated with unspecified development projects ( known project- related costs are listed below) 404 Water 216,653 40,000 41,600 43,264 44,995 46,794, H Citywide Sanitary Sewer Collection & Transmission System Improvements p sanitary SanSew 1- 15,600 162241 16873 17,548 Replace sanft sewer pg 535 - 10 SanSew 81,245 15,000 A I A Install sanitary sewer and reclaimed water line upgrades Relocate & reconstruct Lift Station 10 535 - 10 SanSew 350,000 350,000 associated with unspecified velopment projects ( known project- 405 SanSew 216,653 40,000 41,600 related costs are listed below 43,2641 44,995' 46,7941 H Design and Engineering for Downtown Sewer 531 Utilities 200,000 200,000 A Add generator to Lift Station 35 535-10 83,200 83,200 A 0 SanSew Forest Oaks Water Plant HSP improvements - Phase 2 ( change Pump 3 to VFD) 533 - 00 Water 25,000 25,000 A A.D. Mims Wastewater Plant Perform annual wastewater plant minor repairs and upgrades 535 SanSew 113,743 21,000 21,840 22,714 23,622 24,567 A Resurface plant pavement; rebuild base where needed 535 - 00 SanSew 110,000 110,000 A Reclaimed Water Distribution System Construct system extensions 535 - 10 En. 1,860,454' 250,000' 526,086 0 674,918 409,4501 A,C,F Lake Olympia retrofit 526,086 526,086 Wesmere retrofit - Phase 2 674,918 674,918 IThe Hammocks retrofit 409,450 409,450 North Service Area 414 250,000 250,000 F I I Improvements Related to Specific Developments Eagle water ( P I g t p guire g) 9 40,000 250,000 C, F Arden Park South Old Winter Garden Road extension west of Maguire Road Eng 112,486 40,000 1 A 11 112,486 C, F Marshall Farms Road south of SR 50 g 9 Eng 108,160 108,1601 C, F Total Funds Required for Utility Projects 7,037,395 1,777,000 1,368,966 748,467 1,703,324 1,439,638 Funding Source Codes: A = Current Operating Revenues; B = Road Impact Fees; C = Revenue Bonds; D = Grant; E = Developer Contributions; F = Other; G = Repair Replacement Funds; H = Other Impact Fees Prepared by Al Butler on 11/7/2013 Page 6 CAPITAL PROGRAM FISCAL YEARS 2013 - 2017 Capital Investment Program Project List, September 17, 2013 Dept./ Project Funding Total Need FY 2014 FY 2015 F 18 Source Description Fund Manager FY 2016 FY 2017 FY 20 s Parks & Recreation Jim Beech Park Install soccer field concession stand 572 - 10 P&R 110,000 A, F Make athletic field improvements ( grading, Bermuda sod, sign and b kstops)rity fence, parking area expansion, 572 - 10 P & R 150,000 150,000 A Skate park 572 - 10 P & R 250,000 250,000 f I H Parkside/Coventry Replace playground equipment and install safety surface 572 - 10 P & R 75,0001 75,000 A Install lights at tennis court 572 - 10 P & R 31,000 31,000 A,F City Trail System Build north - central segment ( connects Lake Hackney, Prairie Lake, and Lake Meadow using mainly City-owned property) 572 - 10 P & R 2,500,000 625,000 625,000 625,000 625,000', H Tie r Minor Park Construct Phase 2 of tennis courts and arkin 572 - 10 ! P & R 200,000 12,000 A Install 4 - inch well and irrigation system 572 - 10 P & R 12,000 g 200,000 parking 1100000 A Construct Phase 3 of tennis courts and arkin 572 - 10 P & R 1,100 000 1 1,100,000 I ', - A Rogers Property Develop recreational facility ( Note: Funding has been allocated in parking) fields & 3,500,000 1,500,000 2,292,465 A,C,D,F,H List) Softball tournament - level complex each fiscal year p 4 p 9 ) 110 P & R 220,000 100,000: 1,900,000 1 900,000 1,500,000 1 500,000 H ( Wish Listt Extend Wurst Road ( includes ROW acquisition) 750,000 i 750,000 Extend water and sewer utilities 292,465 292,465 Construct basketball courts, playgrounds, trails, picnic shelters, and other inprovements ( funds are required beyond the CIP Plan I horizon to complete the project) 2,750,000 457,535 2,292,465 Acquire additional property 120,000 120,000, A ( Wish List) Funding Source Codes: A = Current Operating Revenues; B = Road Impact Fees; C = Revenue Bonds; D = Grant; E = Developer Contributions; F = Other; G = Repair Replacement Funds; H = Other Impact Fees Prepared by Al Butler on 11/7/2013 Page 7 CAPITAL PROGRAM FISCAL YEARS 2013 - 2017 en Capital Investment Pro r 2013 Project List, September 17, 2 p Project p I Dept./ Project Funding Manager Total Need FY 2014 FY 2015 FY 2016 FY 2017 FY 2018 I Source Vi netti Park Description I _ Fund I i Athletic field expansion & improvements to western area of park i drainage improvements, Bermuda sod, irrigation upgrades, security fence, parking area expansion, signage, backstops, and goals) 572 - 10 P & R 280,000 280,000 A Skateboard Park 572 - 10 P & R 250,000 250,000 j A Wish List Renovate softball field and pectator area fields 572 - 10 P & R 200,000 200,000, A List) Install sport lighting multipurpose 200,000 - - -- A Renovate parking area and service drive 572 - 10 P & R 30,000 30,000 A I Replace playground equipment 572-10 P & R 75,000 75,000 A Make general park improvements ( replace property line fence, renovate basketball and handball courts, upgrade walkways and picnic area) 572 - 10 P & R 300,000 300,000 A Safe netting 572 - 10 P & R 100,000 Safety 9 100,000 A ( Wish List) Multiple P arks 2- 200,000 1Retrofit athletic facility lighting 572 - 10 P & 200 000 100,000 100,000 I A, C, D, E, F, H Renovate tennis courts, restrooms, and concession stands 572 - 10 P & R 250,000 125,000 125,000 A, C, D, E, F, H Central Park Make general park improvements ( renovate walkways and j pavilions, improve security lighting, renovate restrooms, improve signage, upgrade entrance sign, improve fence) 572 - 10 P & R 200,000 10 100,000 A Upgrade sport field lighting 572 - 10 P & R 183,000 183,000 A ( Wish List) Sorensen Park Renovate restrooms and concession buildin g 572 - 10 P & R 150,000 1I 150,000 A Replace property line fence 572 - 10 P & R 75,000 75,000 A Renovate parking area and extend service drive; improve stormwater drainage and control erosion 572 - 10 P & R 300,0001 300,000 A Montgomery Rd I Construct improvements 572 - 10 ! P & R 10,000 10,000 A Jamela Street Park Construct improvements 572 - 10 P & R 40,000 r 40,000 A, C, D, F, H Funding Source Codes: A = Current Operating Revenues; B = Road Impact Fees; C = Revenue Bonds; D = Grant; E = Developer Contributions; F = Other; G = Repair Replacement Funds; H = Other Impact Fees Prepared by Al Butler on 11/7/2013 Page 8 CAPITAL PROGRAM FISCAL YEARS 2013 - 2017 J September Capital Investment Pr ram Project List, Se 17, 2013 FY 2017 FY 2018 F Funding Description Fund Manager Total Need ry improvements FY 2014 FY 2015 FY 2016 Source I Ocoee Cemete im rovements I I I Construct improvements 539 - 00 P & R 250,000 A Removal of existing chain link fence and installation 50,000 on of ornamental fence with brick columns along the front of the cemetery I Brid g a Enhancement ( remove existin g stucco finish and install new brick or stone veneer), Install new ornamental style gate to match ornamental fence, Install new security lights at the entrance and interior of Cemetery, and Enhance landscape within interior of Cemetery 50,0001 j Replace existing galvanized chain link fence with new black vinyl coated chain link fence 50,000 Install irrigation system and Enhance landscape along the front of the I Cemetery and interior sections I 50,000 Install entrance sign, Enhance roadway bollards, and Enhance amenities 50,000 i it q Total Funds Required for Parks & Recreation Projects 14,933,465! 813,000 3,792,000 1 3,931,000 3,000,000' 3,397,465 Funding Source Codes: A = Current Operating Revenues; 6 = Road Impact Fees; C = Revenue Bonds; D = Grant; E = Developer Contributions; F = Other; G = Repair Replacement Funds; H = Other Impact Fees Prepared by Al Butler on 11/7/2013 Page 9 CAPITAL PROGRAM FISCAL YEARS 2013 - 2017 p Capital g Description p Dept./ Project Funding a i a Investment Program Project List, September 17, 2013 Stormwater Manager Total Need FY 2014 FY 2015 FY 2016 FY 2017 FY 2018 Source Wekiva Basin Projects Design projects 20 5 _ 250,000 250,000 II esi n build described in the Wekiva Basin Plan 538 - 20 Storm 1,250,000 250,000 250,000 250,000 A Peach Lake Manor 4 Correct floodin g problem upgrade roblem and u rade Stormwater management 538 - 20 Storm 851,000 A__ g Phases 6 and 7) 270,0001 186,000 Phase 8) ord Ave & Orlando Ave Intersection Improvements 395,000 Bluford Correct flooding problem and improve Intersection ( Delaware St- McKey St) 538 - 20 Storm 974,400 974,400 A Starke Lake n & Construct Baffle Box System Ditch at City Hall 538 20 Storm 350,000 350,000 A Y Y I Des 538-20 1,200,000 250,000 Other Capital Investments 250,0 1 Conduct small projects 0 Storm 1 I - 250,000 -- $ 100,000 300,000 300,000 A 1 Total Funds Required 4,625,400 1,744,400 686,000 700,000 wired for Stormwater Projects 945,000 550,0001 Total Capital Improvement Program Funding 1 48,121,464 12,278,250, 8,169,702' 7,834,4671 7,234,224 $ 12,604,821 Funding Source Codes: A = Current Operating Revenues; B = Road Impact Fees; C = Revenue Bonds; D = Grant; E = Developer Contributions; F = Other; G = Repair Replacement Funds; H = Other Impact Fees Prepared by Al Butler on 11/7/2013 Page 10 ITEM NUMBER V. MISCELLANEOUS A. Project Status Update B. November Calendar Current Projects I PROJECT NO. SUBMITTAL I RECEIVED REVIEW ENUMBER I STATUS All Sports Memory Care (Arbours at Crown Point Arden Park North Phase 2 t3arkeritaville rylynmar Phase 2 itrus Medical LgIF Creek of Ocoee IFamlly Dollar Store (p/urst Rd) I oun Ins at Tivoli Xce IFnnklin Street Office IF/X Warehouse Complex IGaroia-4243rd Street I Heaven Bound Church �1 eqo Cristiana Sendero De Luz I lyl-is ��iiGA1� $&Rgso De Luz IMMMMarshafl Farms lousiness Center Medina - 538 1st Street (Oaks Commerce Center LS-2013-002 Site Plan 10/29/2013 AF 3rd 11/12/13 & City Commission on 12J03/13 RZ-13-04-02 PUD Rezon' g O6/07/13 MR 2nd Approved by City Commission on 09/17/13 Preliminary Subdivision LS4013-003 Plan 07/10/13 AX-08-13-41, RZ-13- 08-07 & CPA-2013- Annex, Rez 8 002 CPA 08/28/13 LS-2005-001 Waivers 08119/13 LS-99-014 FSP Revision 01117/13 Preliminary Subdivision Plan & Vested LS-2009-002 I 06/30/11 SS-2013-007 I loan 11/01/13 Plat Review 10/28/13 Small Scale SS-2013-004 Site Plan 10/29/13 Preliminary / LS-2007-023 Final Site Plan 05/11/09 AX-04-13-38 & RZ- Annexation & 13-04-04 Rezoni�y 04/15/13 AX-07-13-39, RZ-13- Annex, 16z & 07-05 & 1-13-SE- Special 019 �p 2?P y 07/24/13 SpeP�Q6tfion 1-125E-018 05/16/13 SS-2013-006 Ite )elan 10/17/13 LS-2009-003 Final Site Plan 12/10/09 AX-04-1347 & RZ- Annexation & 13-04-03 Rezoninq 04/05113 SS-2007-005 Final Site Plan 09/19111 AF 1st Fomments sent 08/01/13 MR 2nd Approved by City Commission on 11/05/13 AF let AF let Comment, lsbserli�OT19W131sslonon09/17113 City Commission approved 12106111; Vested AF 4th Rights pe ,has been settled July 2013. AF 1st Common us 11/15/13 AF I let Comments due 11/11/13 MR 3rd [[gy1pp®fRy� 11/01/13 lin fiofdPending receipt of the Joinder & BH 4th Consent Forms MR I let Approved by City Commission on 10/01/13 AF I 1st Comments sent O8/15113 MR 2nd pmmerljg Belle {1y MR let y,)ninenffss g�R AF 2nd Oak Common s sent o /11/10 MR 1st City Commission on 1010113 AF 6th Staff comments sent out 09/28/11 Current Project Report Nov 2013/Review 11/7/2013 1 of 2 TYPE OF DAE Current Projects I PROJECT NO. I SUBMITTAL I RECEIVED I REER W NMITTAL UMBER I STATUS �Ococe Elementary School (Ocoee Health Care Center Addition Ocoee Pines I Park Place Paws & Play Primrose School Roberson Road AX & RZ IShoppes at the Village ISilver Send Subdivision Spring Lake Elementary School Strickland LLC Wently's Restaurant Westin Bay (Whisper Winds Landscapina Site Plan Small Scale SS-2013-002 Site Plan PUD Land Use Plan RZ-13-10-08 Amendment Preliminary/Fin at Subdivision LS-2013-004 Plan Small Scale SS-2013-003 Site Plan Site Plan SS-2012-005 Revision AX-05-010-21 Initial Zoning of RZ-10-05-04 PUD Small Scale Site SS-2008-005 Plan Appeal Site Plan AX-07-13-00, RZ-13- Annex, Rex & 07-06 & 2-13-5E. Special 020 Exception 09/05/13 MR 3rd Approved 1011Oil 3; under construction 04/24/13 AF tat Comments sent 05/09/13 Comments sents 10112/13; DRC meeting 10/08/13 AF 1st held 11/05/13 10/11/13 MR 1st Comments due 10/30/13 10/10/13 AF 3rd Comments sent 11/01/13 11/04/13 AF let Comments due 11/15/13 05/24/10 AF 1st Staff comments sent out 6/17110 04/23/10 AF 3rd Staff comments sent out 5/24/10 12/14/12 MR 1st Negotiation complete with developer 12/20112 MR list Under construction 07/29/13 MR Plat Review 10/10/13 FSP Revision & Dev Agreement LS-2000-002 Amendment 05/20/13 AX-07-10-26 Annexation & RZ-10-11-12 Rezoning 07/13/11 AF 1st Approved by City Commission on 10/01/13 2nd Comments sent 10/24/13 MR let kqp eyed by City Cop�ml,�$}gj�pr� 09/17/13 SiaR� Comments sen4 oui 08/03/i 1; pending AF 4th submittal of deposit Current Project Report Nov 2013/Review 11/7/2013 2 of 2 Sun Mon 3 4 Daylight Saving Time Ends 10 17 11Veterans Day/ Veterans Day Ceremony 11/19 Agenda Items Due to City Clerk 18 Parks & Recreation Advisory Board @ 6:00 p.m./ P&R Admin Office 25 Agenda Items Tue SCity Commission @ 7:15 p.mJ Comm. Chambers 12 Wed General Employee Pension Board "a loam]. Police/Fire Pension Board @ 1 p.m./ Comm. Chambers 13 11/19 Staff Reports 11/19 Agenda Due to City Mar. Published 19 20 City Commission Planning&Zoning @ 7:15 p.m./ Commission 7 p.m. Comm. Chambers @ Comm. Chambers 26 27 Code Enforcement Board @ 7 p.mJ Comm. Chambers 12/03 Staff Reports 12/03 Agenda Due to City Mgr. Published Thu 7 I1 RUB a 7 p.111. Comm. Chambers 14 CACOFD @ 7 p.mJ Fire Station 25 21 F7HB (as needed) 28 i9 ii ,fat 9 Nots'Day Fouude 'Day r"11 15 116 A FOOD TRUCK FRIDAY!!! 22 123 09 CW Hall Closed 30