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HomeMy WebLinkAbout2005 09 06 (Rescheduled from 9/7/05) Regular 500 Approval of Final Engineering Plans for the City's Utlity/Public Works CompoundPLANNING AND ZONING AGENDA ITEM 500 September 6, 2005 Meeting Consent Informational Public Hearin Re lar X MGR. /De t. ~! REQUEST: The Community Development Department/Public Works Department requests the Planning and Zoning (P&Z) Boazd consider and approve the proposed final engineering plans for the City's Utility/Public Works Compound. PURPOSE: The purpose of this agenda item is to review and consider recommending approval for the proposed final engineering plans for the City's new Utility/Public Works Compound and associated infrastructure on 13.17 acres on the north side of Old Sanford Oviedo Road. APPLICABLE CITY CODES Section 9-71. When fmal development plan is to be filed; extension. Section 9-72. Processing of fmal plans. Section 9-73. Form and contents of fmal development plans. Section 9-74. Action on fmal development plan; expiration of approval. Section 20-317. Application for construction. PROJECT SUMMARY: The project consists of the construction of a 6,800 squaze feet (sf) Utility/Public Works Administration Building, a 7,400 sf Garage Building, a 7,330 sf Yazd Building, and two storage structures on an unimproved 13.17 acre site. Additional storage buildings are planed for and shown but will be constructed in the future as funds become available. Planning and Zoning Board September 7, 2005 Item 500 Page 2 CHRONOLOGY: - January 12, 2004 -The City Commission authorized the architecturaUdesign services for the proposed facilities. - January 10, 2005 -The concept plan for the site was approved by the City Commission. CONSIDERATIONS: - The site is located on ten (10) City-owned parcels having a combined land area of 13.17 acres. Staff is in the process of finalizing the unity of title for the 10 parcels. - The site is zoned I-1 -Light Industrial District. The proposed land use is "public and governmental services" and is a permitted land use in accordance with Section 20-259 (any permitted use listed in Section 20-345.1 of the Commerce Center District) of the City Code. - Access to and from the development is provided at two driveways off Old Sanford/Oviedo Road. Old Sanford/Oviedo road connects with Wade Street to the east, which connects to S.R. 419 west of S.R. 434. - A traffic study has been prepared for the site. The project is estimated to generate a daily traffic volume of 395 vehicles, with 31 AM peak hour trips and 40 PM peak hour trips. The traffic study indicates that no additional off-site traffic improvements are necessary to maintain the existing levels of service at the affected intersections. - The site provides 126 surface parking spaces, which is sufficient for the approximately 50 employees who will work onsite, visitor parking, and excess parking for City vehicles. - The onsite stormwater management system routes surface runoff to two (2) onsite wet detention ponds. Both ponds have outfalls to the onsite wetlands. - Wetlands mitigation is required for this site. At the May 23, 2005 City Commission meeting, the Commission authorized the purchase of an eight-acre conservation easement at a cost of $69,000.00 for the purpose of mitigation the wetlands that will be impacted as part of the construction. This purchase was necessary to offset the 0.81 acres of existing wetlands to be filled and the other 0.02 acres of wetlands that will be impacted during construction. The onsite wetlands to be mitigated are isolated pockets with low value. - The Utility/Public Works Compound will connect to City potable water and sanitary sewer. The City has adequate capacity for both. - A landscape plan is being prepared by Staff and is not included in the final engineering plans. The site landscaping will emphasize native plant species and will minimize the irrigation demand. Planning and Zoning Board September 7, 2005 Item 500 Page 3 RECOMMENDATION: Staff recommends that the Planning &Zoning Board recommend that the City Commission approve the attached final engineering plans. ATTACHMENTS: A Final Engineering/Site Plans P&Z ACTION: Copyright c 2003 ,+$KY .a"•..? s4". Cycolp Engineering Inc. Reserves ~9.~ i"~' ~".ti ~t, copyright and other rl~hts restricting these L` 'A It, hy1~•LL{~ documents to the onglnal site or purpose for which if.~ they were pre ared, reproductions, changes or asslgnmen s are prohibited in, • ~A~ ' ~ n yy:J mow, ' ; ~y R~AiM~1. ~\~~~f C' ' JURISDICTION: ermittin p 9 l0 ?I. X.,yy~.xa l ~ ~;f`~ SITE PERMITTING - CITY OF WINTER SPRINGS t~~~.*x WATER - CITY OF WINTER SPRINGS SEWER - CITY OF WINTER SPRINGS STORMWATER CIVIL ENGINEERS MANAGEMENT LAND PLANNERS DISTRICT - FDEP LANDSCAPE ARCHITECTS 2820 Marquesas Court PROJECT OBJECTIVE: Windermere, Florida 34786 TO CONSTRUCT A PUBLIC WORKS FACILITY COMPOUND INCLUDING Tel: (407) 217-8000 INFRASTRUCTURE ~ ~ ~ ~ ~ O O Fax:(407)876-3751 ro~ect anager ssue or: PROPERTY LOCATION: ~ i K.FISCHER HARTMANLANE _ _ ~ _ Engineer: PARCEL ID No. S~EET IN®EX KTC Technician: 34-20-30-529-OS00-0000 34-20-30-529-0000-0060 ~ 34-20-30-529-0000-0010 34-20-30-529-0000-0070 KGH 34-20-30-529-0000-0020 34-20-30-529-0000-0080 ~ COVER SKEET 34-20-30-529-0000-0030 ~ 34-20-30-529-0000-0040 2 GENERAL N®TES & SPECIFICATI®NS 34-20-30-529-0000-0050 ~ 3 ®VERALL SITE KLAN PROPERTY ZONING. 4 SITE KLAN A I-1 ~ 5 GRADING ~ DRAINAGE PLAN e ~ T ~ ~u EXISTING LAND USE: 6 ~JTILITY PLAN VACANT GENERAL INDUSTRIAL DETAILS EXISTING PROPERTY AREA: TOTAL =16.42 ACRE S1 ~OI~NDARY T®P® S~JRVEY BUILDING DATA & SETBACKS MAXIMUM BUILDING HEIGHT = 50 FEET PROPOSED BUILDING HEIGHT =1 FLOOR MINIMUM BUILDING SETBACKS: UTILITY / FRONT = 25 FT REAR =15 FT SIDE = 5 FEET INTERIOR COMPOUND HARTMAN LANE PROPOSED FLOOR AREA RATIO FAR :0.13 ~nsaNs Description Date By PROPOSED LOT COVERAGE CALCULATIONS: AREA {sfl ACRES % TOTAL PARKING & SIDEWALKAREA 85,378 1.96 23.44 ~ocAr~oN MAP NoT To sca~E PROJECT C®NTACTS BUILDING AREA 96,268 2.21 26.44 OWNER: TOTAL IMPERVIOUS 181,646 4.17 49.88 CITY OF VNINTER SPRINGS TOTAL GREEN AREA PERVIOUS 182 515 4.19 50.12 ~E~A~ ~ESCRiPTION { ) HARTMANS INDUSTRIAL PARK as recorded in Plat Book 32, Page 99 and Lot 3, and the West 50.00 feet of Lot 4 'et of Lot 4, being lat Book 5, Page 9 1126 E. SR 434 TOTAL BUILDABLE AREA 364,161 8.36 100.0 measured perpendicular to the west line of Lot 4, Entzminger Farms Addition No. 2 as recorded in Plat Book 5, of the Public Records of Seminole County, Florida. WINTER SPRINGS, FL 32708 UTILITY CONTACTS PH (407) 327-1800 FLOOD ZONE: WATER: CITY OF WINTER SPRINGS THE LOT DESCRIBED HEREON WAS DETERMINED TO LIE WITHIN FLOOD ZONE X 1126 E SR 434 CIVIL ENGINEER/ LANDSCAPE ARCHITECT: ITY F WINTER PRIN CITY OF WINTER SPRINGS COMMUNITY # 120295 WINTER SPRINGS, FL 32708 CYCORP ENGINEERING INC. K. Fischer P.E. MAYOR JOIN F BUSH 2820 Marquesas Court SEWER: COMMISSIONER ROBERT S MLLER SEAT 1 Windermere, FI. 34786 CITY OF WINTER SPRINGS COMMISSIONER MICHAEL S BLAKE SEAT 2 Ph 407 217-8000 COVER SHEET 1126 E SR 434 Fx~407~ 876-3751 WINTER SPRINGS, FL 32708 COMMISSIONER DONALD A GILMORE SEAT 3 ARCHITECT: COMMISSIONER SALLY MCGNNS SEAT 4 ELECTROC: FLORIDA POWER CORP. COMMISSIONER JOANNE KREBS SEAT 5 GLEN HOFFMAN STARMER RANAL®I 3250 BONNETT CREEK ROAD BILL STARMER Date: ~ P.O. BOX 10000 LAKE BUENA VISTA, FLORIDA 32830 890 NORTHERN WAY SUITE E-1 (407) 938-6664 WINTER SPRINGS, FLORIDA 32708 roject # GAS: Ph(407) 977-1080 FLORIDA PUBLIC UTILITIES cale: Drawing Number: SURVEYOR $~®_®®~e®4eng SOUTHEASTERN SI~RVEYING TELEPF~®WE: Gary Krick Sheet Number BELL SOUTH TELEPHONE CO. MIKE BRYON 5100 STEYR STREET ORLANDO, FLORIDA ORLANDO, FLORIDA 32819 Ph(407) 292-8580 (407)245-3078 CATV: 8H/5 /,0 5 BRIGHTHOUSE Kimberley all ischer, P.E.# 56942 NOTE: DO NOT SCALE FROM DRAWINGS. CONTACT CYCORP ENGINEERING IF ADDITIONAL INFORMATION IS REQUIRED. :QUIRED. NOT VALID UNLESS SIGNED & EMBOSSE THESE DRAWINGS ARE THE PROPERTY OF CYCORP ENGINEERING AND MAY NOT BE USED WITHOUT WRITTEN PERMISSION J PERMISSION BY A REGISTERED ENGINEER a b ~ woo c 01~^ o ~ ~ N~a ~ r a uo sfiuiad as ui - a p. 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O~,~~c ~ 0 QQ Q Q N ~ ~ ~ 9 W ~ # 9 a~ ~ ~ GENERAL NOTES ~~jj C .fp4a ,1.~Y~' Ck,? '~'.i ' 1) ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF WINTER SPRINGS STANDARDS & SPECIFICATIONS as ~s;"* 2) IT WILL BE THE RESPONSIBILITY OF THE CONTRACTORS} TO INSURE THAT ALL REQUIRED PERMITS • 4+;' ARE OBTAINED AND ARE IN HAND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 3) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY ALL EXISTING TIE-IN LOCATIONS AND ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE FDEP WATER NOTES ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND THE FIELD CONDITIONS. ICI 4) LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE GIVEN FOR THE CONVENIENCE , ILIA OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. 1) FDEP POTABLE WATER NOTES PER RULE 62-555 F.A.C.: 1) CONTRACTOR SHALL PROVIDE ALL MATERIAL 8 WORKMANSHIP 5) THE CONTRACTOR MUST NOTIFY THE CITY OF WINTER SPRINGS PRIOR TO COMMENCEMENT. r'~y•+ PERCITY OF WINTER SPRINGS UTILITY REQUIREMENTS . 6) DIMENSIONS, LOCATIONS, AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, ~ w• 2) ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT WILL 2) SANITARY SEWER MAINS 8 LATERALS SHALL HAVE A MINIMUM OF 3 FEET OF I CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. 1AUM OF 3 FEET OF COVER. AND OTHER APPURTANENT FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION " N~/NEER/NG AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. PRIOR TO CONSTRUCTION `'"`•l`'iti a 3) SANITARY SEWER MAINS 8 SERVICE LATERALS SHALL BE CONSTRUCTED OF CONSTRUCTED OF SDR-35 PVC CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AND FEATURES THAT COULD AFFECT 3) ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61 AS ADOPTED IN RULE 62555.335, F.A.C., OR OTHER 4) PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGN THE CONTRACTORS CONSTRUCTION. ~,•~rr•a~ FICATIONS DESIGNATION 7 PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY,IT SHALL BE THE CONTRACTOR'S APPLICABLE STANDARDS, REGULATIONS, OR REQUIREMENTS REFERENCED IN PARAGRAPH 62-555.320(3)(B), F.A.C. D-3034-77C, M.A. SDR-35. INSTALLATION OFSDR-35 PIPE SHALL BE IN ACCORI WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321 AND SH1 HALL BE IN ACCORDANCE ) RESPONSIBILITY TO MAKE ARRANGEMENTS FOR FIELD LOCATIONS AND ANY RELOCATIONS OF THE a 5'Pi4' "ION D2321 AND SHALL BE GREEN. • 4) ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0 % LEAD, AND ANY SOLDER OR FLUX USED IN THIS 5) PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK 1 VARIOUS EXISTING UTILITIES WITH THE APPRORIATE UTILITY OWNERS. ANY DELAY OR INCONVENIENCE CAUSED THE CONTRACTOR BYTHE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT CTING NEW WORK TO EXISTING r,•,ti PROJECT WILL CONTAIN NO MORE THAN 0.2 % LEAD. LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION ANI RIFY LOCATION AND AND NO EXTRA COMPENSATION WILL BE ALLOWED. :w,tM+ 5) ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY CYCORP ENGINEE 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE WILL BE SOLID-WALL BLUE PIPE, VNLL HAVE OF ANY CONFLICTS OR DISCREPANCIES. ' CYCORP ENGINEERING 8) ALL SITE WORK AND BUILDING CONTRACTORS AND SUB-CONTRACTORS WORKING ON THIS PROJECT •~a~,~'. ~ MUST CARRY PART & COMPLETE WORKLIABILITY INSURANCE AND GENERAL LIABILITY INSURANCE A CO-EXTRUDED BLUE EXTERNAL SKIN OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO OR APPLIED TO THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPEb DURING MANUFACTURING OF 6) PVC FORCE MAINS SHALL BE CLASS 200, SDR 21, COLOR GREEN, WITH A TRAI WITH A MINIMUM OF $ 2,000,000. iREEN, WITH A TRACER 9) CONTRACTOR IS RESPONSIBLE FOR CALLING "SUNSHINE" AT 1-800-432-4770. AND ALSO FOR CONTACTING THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE WIRE (NON-MAGNETIC) A MINIMUM OF 2" UNDE, PLACED 1 FOOT BELOWTHE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO ~OOT BELOW THE ALL UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION IN ORDER TO PERMIT FIELD CML ENGINEERS STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS PROPOSED GRADE. THE PRINTING SHOULD READ "FORCEMAIN". OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR 7) DUCTILE IRON PIPE OR CONCRETE ENCASEMENTS ARE NOT PERMITTED WITI MAIN". LOCATING OF THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES.THE CONTRACTOR SHALL LPN D PLANNERS OT PERMITTED WITHIN THE EXERCISE DILIGENT CAUTION IN AREAS OF BURIED UTILITIES INCLUDING THOSE NOT INCLUDED PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE CITY OF WINTER SPRINGS UTILITY SYSTEM. WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) IN THE "SUNSHINE" PROGRAM. LANDSCAPE ARCHITECTS 8) SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. IR H-20 LOADING. 10) ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR 6) ALL FIRE HYDRANTS TO BE INSTALLED UNDER THIS PROJECT SHALL HAVE THE DRAIN HOLE PLUGGED. 9) CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGN AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWIN( i:D DRAWINGS, SIGNED TO BASE AND SURFACE CONSTRUCTION. RECORD DRAWINGS SHALL 11) CONTRACTOR SHALL SUBMIT SHOP DRAWING'S TO CYCORP ENGINEERING FOR APPROVAL 2820 Marquesas Court SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS ANC SEWER MAINS AND LATERALS. FOR ALL MATERIALS SPECIFIED IN THE CIVIL DRAWINGS. FAILURE OF THE CONTRACTOR TO OBTAIN Windermere, Florida 34786 APPROVED SHOP DRAWINGS FROM CYCORP PRIOR TO PROCUREMENT OF SAME COULD RESULT IN THE REMOVAL AND REPLACEMENT OF SAID ITEMS AT THE CONTRACTORS EXPENSE. Tel: (407) 217-8000 Fax: (407)876-3751 7) NEW OR ALTERED CHAMBERS, PITS, OR MANHOLES THAT CONTAIN VALVES, BLOW-OFFS, METERS, OR OTHER SUCH WATER DISTRIBUTION SYSTEM 12) THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL ALSO ro~ec anager ssue or: APPURTENANCES AND THAT ARE INCLUDED IN THIS PROJECT VNLL NOT BE CONNECTED DIRECTLY TO ANY SANITARY OR STORM SEWER, AND BLOW-OFFS OR AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT WILL NOT BE CONNECTED DIRECTLY TO ANY SANITARY OR STORM SEWER. SUPPLY THEM WITH SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED 8) NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS OR IN PRIOR TO NOTIFYING CYCORP ENGINEERING, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE K. FISCHER SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ACCORDANCE WITH MANUFACTURERS'RECOMMENDEDPROCEDURES. Engineer: 9) A CONTINUOUS AND UNIFORM BEDDING 4MLL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER TH15 PROJECT; BACKFILL MATERIAL 13) ALL GAS UTILITIES A M NEMUM OF TWO (2)EWORKING DAYS PRIOR TOTEXCAVAT NG. KTC WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. SERVICE LINES MUST BE LOCATED BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. TeChnlClan: MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES VNLL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW 14} ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER KTC THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. THAN EXISTING CONDITIONS. ADDITIONAL COSTS ARE INCIDENTAL TO CONSTRUCTION NO ADDITIONAL 10) ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT VNLL BE PROVIDED UNTH RESTRAINED JOINTSTO PREVENT MOVEMENT. COMPENSATION SHALL BE ALLOWED. 11) NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BECONSTRUCTED OFASBESTOS-CEMENT OR POLYVINYL 15) ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO FDOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO CITY OF CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AS INCORPORATED WINTER SPRINGS & CYCORP ENGINEERING HAVE BEEN BEEN OBTAINED. ANY WASHOUTS, REGRADING, INTO RULE 62-555.330, F.A.C., AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600 AS INCORPORATED INTO RULE 62555.330. AND EROSION WORK REQUIRED, WILL BE PERFORMED BYTHE CONTRACTOR,UNTILTHE SYSTEM IS APPROVED BY THE CITY OF WINTER SPRINGS. C? T Y OF 12) NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62555.340, F.A.C. 16) THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPING TO DIFFERENTIATE FROM POTABLE WATER PIPING. 17) THE CONTRACTOR SHALL MAINTAIN A COPY OF SITE PERMITS AND APPROVED PLANS ONSITE. W?N T ER SPRINGS 13j NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE INSTALLED IN AREAS WHERE THERE ARE KNOWN AGGRESSIVE SOIL CONDITIONS WILL BE PROTECTED THROUGH USE OF CORR0510N-RESISTANT WATER MAIN MATERIALS, THROUGH ENCASEMENT OF THE WATER MAINS IN POLYETHYLENE, OR THROUGH PROVISION OF CATHODIC PROTECTION. 18) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL LANDSCAPED AREAS DURING CONSTRUCTION UNTIL PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 14j NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROP05ED VACUUM-TYPE SANITARY SEWER, 19) CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; A RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROP05ED GRAVITY-TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE STRUCTURES THAT WILL NOT BE UTILIZED WITH THE NEW FACILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH OWNER 8 CYCORP ENGINEERING OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY-TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE REGARDING ANY DEMOLITION CLARIFICATIONS PRIOR TO DEMOLITION. OF ANY EXISTING OR PROP05EDPRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" 15j NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT VNLL CROSS ANY EXISTING OR PROPOSED UTILITY GRAVITY- ORVACUUM-TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES TESTING: ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT HYDR05TATIC TESTING SHALL BE IN ACCORDANCE VNTH THE APPLICi ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER WITH THE APPLICABLE PUBL 1 C WORKS STANDARD C600 FOR FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR PROVISIONS AS SET FORTH IN SECTION 13, AWWA STANDARD C600 F~ BELOW THE OTHER PIPELINE. DUCTILE IRON PIPE, M23 FOR PVC PIPE, AND ALL LOCAL CODES. KCAL CODES. COMPOUND i6j AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES VNLL BE ARRANGED SO THAT ALL WATER MAIN DI5INFECTING: JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR FOLLOWING THE PRESSURE TESTING, THE CONTRACTOR SHALL DISH PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62510, F.A.C., AND AT LEAST 51X FEET FROM ALL JOINTS IN ACTOR SHALL DISINFECT GRAVITY- OR PRES5URE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER ALL SECTIONS OF THE WATER DISTRIBUTION SYSTEM . DISINFECTIC PART III OFCHAPTER 62-610, F.A.C. SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OFAV ITEM . DISINFECTION PROVISIONS OFAWWA 17j NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER SURFACE WATER UNLL HAVE A MINIMUM COVER OF TWO FEET. HARTMAN LANE STANDARD C651, "DISINFECTING WATER MAINS", AND ALL APPROPRII ND ALL APPROPRIATE AGENCY APPROVAL. REVISIONS Description Date By 1 CITY COMMENTS 2/10/05 KHE 2 CITY COMMENTS 6/19/05 KTC ~ ~ ~ I i ~ ~ ~ I EROSION CONTROL PLAN DURINGALLPHASESOFCONSTRUCTIONTHESITEGENERALCONTRACTORAND CONSTRUCTION SEQUENCE ALL SUB-CONTRACTORS SHALL EXERCISE MEASURES TO PREVENT THE EROSION OF SOILS DUE TO THE ACTION OF THE WATER AND WIND. THE 1. SET UP ON-SITE PRE-CONSTRUCTION CONFERENCE WITH COUNTY & CYCORP ENGINEERING . CONTRACTS SHALL USE THE FOLLOWING MEASURES TO ACCOMPLISH THIS y, INSTALL SILT FENCE INLET PROTECTION SEDIMENT TRAPS DIVERSION DITCHES TREE PROTECTION OBJECTIVE: AND OTHER MEASURES A5 SHOWN ON PLANS, CLEARING ONLY A5 NECESSARY TO INSTALL THESE DEVICES. A. 5URFACE PROTECTION 1. CLEARING SHALL BE LIMITED SO AS TO EXPOSE THE SMALLEST 3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. POSSIBLE AREA OF LAND FOR THE SHORTEST POSSIBLE TIME. CONTACT CYCORP ENGINEERING IF ADDITIONAL MEASURES ARE REQUIRED DUE TO SITE SPECIFIC CONDITIONS. 2. EXPOSED AREAS SHALL BE IMMEDIATELY GRADED AND PRO- 4. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. TECTED WITH TEMPORARY OR PERMANENT COVER, SUCH AS SOD, SEED AND MULCH, CROWVETCH, LESPEDEZA OR CREEPER. 5. ALL ER0510N CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF NANTER SPRINGS, EARTHWORK NOTES NEWLY GRADED CHANNELS OR STEEP SLOPES WILL REQUIRE THE FDEP AND NPDES CRITERIA. USE OF FIBROUS MATTING, NETTING OF SEEDED AND MULCHED AREAS, OR THE STAKING OR SHINGLING OF SOD WHILE 1) THE CONTRACTOR IS RESPONSIBLE FOR PROCURING AND REVIEWING THE GEOTECHNICAL REPORT ~ - ~ , VEGETATION IS BECOMING ESTABLISHED. AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. v 2) CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH B. RUN-OFF CONTROL 1. LONG ANDIOR STEEP SLOPES WILL REQUIRE CONTOUR BENCHING THE GEOTECHNICAL ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING REQUIREMENTS AS SHOWN ON THE ENGINEERING CONSTRUCTION DRAWINGS. UPON AND FURROWING, OR BERMS TO REDUCE RUN-OFF VELOCITIES. COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER IS TO SUBMIT CERTIFICATIONS ~ i , ~ a a TO THE OWNER'S ENGINEER, STATING THAT ALL REQUIREMENTS HAVE BEEN MET. a ~ 3) PIPE TRENCH BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP ~ ~ C. SEDIMENT TRAPPING 1. THE TRAPPING OF ERODED PARTICLES WILL BE ACCOMPLISHED AS SPECIFIED IN THE PROJECT GEOTECHNICAL REPORT. BY THE DIVERSION OFRUN-OFF TO SEDIMENT BASINS, EXCAVATION TRAPS, BERMS, STAKED HAY BALES, OR FLOATING 4) SOILS BENEATH THE BUILDING AND PAVEMENT AREAS SHALL BE BACKFILLED AND TESTED SILT CURTAINS. PER THE PROJECT GEOTECHNICAL REPORT. 2. THE PROPOSED RETENTION ANDlOR DETENTION POND(S) ALONG 5} THE PROJECT GEOTECHNICAL ENGINEER SHALL SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION,CONCRETE TESTS, AND ASPHALT (IF APPLICABLE) RESULTS. THE GEOTECHNICAL ENGINEER December 20 2004 WITH ANY ENVIRONMENTAL BERM(S)IREAR YARD SWALE(S) SHALL BE CONSTRUCTED FIRST. THE POND(S) AND OUTFACE STRUCT- SHALL CERTIFY TO CYCORP ENGINEERING, IN WRITING, THAT ALL TESTING REQUIREMENTS, ~ URE(S)MUST BECOMPLETE AND OPERATIONAL PRIOR TO THE REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BYTHE PLACEMENT OF ANY IMPERVIOUS SURFACE. ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 8~0~00~~ O~ 3. TRAPPING DEVICES SHALL BE PERIODICALLY INSPECTED DURING DRY PERIODS AND AFTER EACH RAINFALL EVENT BY THE SITE ~ 6) GENERAL BACKFILL MATERIAL SHALL PLACED IN 6" LIFTS AND COMPACTED TO 98% MAX DENSITY PER T-180. CONTRACTOR. TRAPPING DEVICES SHALL BE REPLACED IF FILTER FABRIC AS SPECIFIED IN THE PROJECT GEOTECHNICAL REPORT. Drawing Number: DETERMINED TO BE INCAPABLE OF PERFORMING INTENDED ~ \ ~ ~ FUNCTION OF SEDIMENT TRAPPING. ~ 7) MAXIMUM SIDELOPES SHALL NOT EXCEED 3:1 EXCEPT AS NOTED ON CONSTRUCTION DRAWINGS. S9O-OOZ.O4eng 4. TRAPPING DEVICES SHALL REMAIN IN PLACE UNTIL AVEGETA- 4" 4 POST 8) REFER TO GEOTECHNICAL REPORT FOR BUILDING PAD COMPACTION REQUIREMENTS. TIVECOVERHASESTABLISHEDSUFFICIENTLYTOSTABILIZE 4" x 4" TRENCH OR EQUIVALENT Sheet Number: THE SOILS AND PREVENT EROSION. (M I NI M U M FLOW LENGHT OF 5') D. SOIL MOISTURE 1. THE CONTRACTOR SHALL HAVE AVAILABLE ON THE CONSTRUCTION - ~ - - 51TE AWATER SOURCE CAPABLE OF APPLYING WATER TODRY - - - - EXPOSED SOIL IN ORDER TO PREVENT VNND EROSION. THE ~ - - - - - -III- - -III- APPLICATION RATE AND MANNER SHALL BE SUCH THAT SOIL ~ _ _ _ _ - MOISTURE IS ATTAINED AND NO SURFACE RUN-OFF ISCREATED. - -III-III- ~ E. RESPONSIBILITY 1. THE CONTRACTOR SHALL BE HELD RESPONSIBLE UNTIL THE CERTIFICATE 8/5/05 I Kimberley Hall Fischer, P.E.# 56942 OF COMPLETION IS ISSUED. AFTER THAT, THEOWNERIMLLBE SILT FENCE ®ETA~L RESPONSIBLE FOR MAINTENANCE OF THE STORMWATER COLLECTION NOT VALID UNLESS SIGNED 8c EMBOSSE AND RETENTION SYSTEM. N.TS. BY A REGISTERED ENGINEER FOIMD BDttE O.Ib' NORTH ~ b.,>a' wESr SOD 5' ~ ~ 1~ I 20' 12' 12' 20' SOD ':4s~~~ (s EE CONCRETE I I ~iAIv~CAP SIDEWALK PARKING DRIVE ISLE DRIVE ISLE PARKING i^.ti;h I I ~ F.F.1 F.F.VARIES 1 ~ y ~N SLOPE VARIES SLOPE VARIES 2~x ~ MIN 1~ MIN 1~ >j..,.~.•a~;4;Kti I 1 rouND No#'~''~•, - I ov• wESr , _ - ~ II I ' ~ ~NiaT ^'0~'1 ~ f 1 •~~ff\7 P PUr~ r. II ` • ~f pg OK 5, pqG f I p SILT FENCE (TYP ,~tS: I I I q~",.;4 ~a; v,tirtirw, I I S~~- TYPICAL SITE SECTION NG/NEE//NG I 31g~ Fes, I I ep~, f ~'~(Mj N . T. S. ~:~:;P~ .sr+r~ S.~ nA1 •3.f;`~~5; ~ I rouNO Bane I I ~ z5aa' I ~ ~..~,~5~1g, f'~: /NC, I I I LOT 5 b~ ~ I ~ p p•D p'L''4•J~ ' 137205 I D DD D D pD I I ~ b;~ppDDpDD~~ ~•,~938,Q , CIVIL ENGINEERS I j D' p P (M 1 p~; 'dlppDDp~Dt~. LAND PLANNERS I I ,~p MsS~D DpD C1~;. LANDSCAPE ARCHITECTS ~ 1 ••fi ,k'k7~D~ p•~' .i.•~~DD d~ D 1 ''D p D DR,~, 1 '~•b~ .<1,.,~ p: C9 p.-D`yr D D' ~D D R,,D. I I b •~t b D D D D D D D D d>~ 3~gg' I JURISDICTIONAL BOUNDARY ~D D D m I ` 1~ ~D1, uNE As FIACC IENrs~ D~ D p Dpp D p Dpp D Dp i~ p LOT 4 g 2820 Marquesas Court I I 7~ D C? 1 vIRON AM~~ coNSU~TaNrs ~ D D DD D % DDp DpD D ~ D I pl' _ ,aR~•p•D D pD D DD ~ Di ~ ~ , Windermere, Florida 34786 W I I Dip ~`~D ~Dn''~DDDDDD DDp.` ~ N S. Tel: (407) 217-8000 8 ~ DDp 'Ip. ' d D D D D ;t5; I ~ ~ N' x I •~DDpDDDpDDDppDDD DD,Sd I Nr'~+1Y Fax:(407)876-3751 I WETLAND #5 I ~~DDD Dp DDD I '°Db; I 1 IMPACT op p D I ee2~~ Project Manager Issued or: c~i I D D ~ I~ I m I 336 SF (SEE SHEET # 8 p° ~ I I 26,, , I 0.007 ac p~° D " ' FOR POND SECTIONS D DD ~ ~ I D ° p ~ ° D p t('' ~ I I K. FISCHER j IppDD 07 p D'' ~ I I I I, Engineer: 14 ~DDDpD DD'pY(' N I I~ DpD A' p D N o !rte aa.oo' I IC D D N~/Q DpD o °i I I I 'I KTC Iz JURISDICTIONAL BOUNDARY dD D ~FT s ~~S I ° ° I I Technician: II ~ I ~ D D D oErE jO~ rYV : - ~ p D D ~ ~ ~ ~ I I I~ LINE AS FLAGGED BY CLIENTS •~4p D -,,-,i ,~`rjoN ~'~j~'-`r ~ DpD p o •'u'p , m I I I I I, ENVIRONMENTAL CONSULTANTS ~ p p poNO `'1 D D D pa.~ p pb•.,yD o °';D-o m TOTAL WETLAND II ~ I I' D i IN I ~ D p D D D b,, a I I KGH I 19 ~,D D ~ 'Y'' ' , RAE ~ D D p Dpp Q.-d ~ w ~ I I 1~ D D r~ ~.n-•~D\ D Dpp ,~ti. Nw IMPACT I Im ~ p D I z ° D • 35,501 SF I 25 WETLAND SETBACK `;'Ip D ••-~'6 a ~ I IS 1DD BERM m ~ 1\ 'D DD D ~ I I I D W I ~ D D D O.UI CJC I I I!R p I A D D p~~DTD Dd ;3 I I I I a 19 S/L T FENCE /TYP 9~ \ D •~I I I l I D I ~.Dyp D D t# I I I I~ I I I ~ \ ~ °DDD D~"~J I I D p e.,b.~•. BUFFER AREA I I I I \ ~ D a• I I I CI T Y I Z' ~ I \ ° . WETLAND 1 35 882 SF I I SILT FENCE (TYP) I . o I IMPACT I I I I SILT FENCE• LYP , 0.82 AC I I ~ ; ~ . 785 sf I I 1 o II I 4 .22 ac I I 1 SLOPE Z ~ I I ? 1 o t ~ I I ' I r'_ II A r N ,t I / K 1 WETLAND #3 '=A••• LOT 4 1 IMPACT I I I 1 11431 SF I j ~ v II ENTZMINGER F~R _ ADDITION N 0. 12 " R F~ R M S V N 0. , 2 ~ ~ .Li..l..l..ld.,l„~ J~~c~~~~ FILL 1 I w ~ I I I 0'26 DC J m durelsmcnaNU eauND - ~ I ~ I uNE ys ~assEa-arcuENTa ( I I PLAT BOOK 5, PAGE 9 I PAGE 9 I, ~EXISTIN~ ~RODNO WINTER SPRINGS I w- IreoNMeNTA~ cDNSUrTamrs LOT 7 D ~a I I ~I I I p I 1 _ ~ p pD D~\ I I I EL. vARIEs I LOT 1 ~ ~ I j!~ DD D pl I I I ENTZMINGER FARMS ~I I DD I A \ `'I I ~ I I ' ti :I p D G I I I DDITION N0. 2 ~ .p D; I I I I PLAT BOOK S, PAGE g .I I I D p D .~J N O IMPROVEMENTS O N EOT I 'I T~I~ICAL WETLAND CPOSS SE~TI®N I I DDq; I L O T 4 I 4 'I [WETLAND IM~ATE®' UTILITY / I~ I D D D~" E N TZ M 1 N G E R FARMS I I I DD EXCEPT AS SHOWN I 1 p ~ I A D D I T I O N N 0. 2 I I I durelsDlcnorvu eourvoArer I p p PLAT BOOK 5, PAGE 9 I R F A R M S 1 J N O. 2 I PAGE 9 I ~CT~N 'I I ~ - uNE as ruccEO er cuENrs p C• I - I cNVIRONMENra~ caNSUrrnNrs --J D D I U1 I I .D G, I I I ,I _ ~ _ ~ I - - _ ° ° D'~s WETLAND ~(2 L 0 T 3 II ~ o I I D 16: IMPACT Iz I o N.T.S. PUBL 1 C WORKS I ' ~ _ Dp•I ENTZMINGER FARMS ,o I I I . - o p~ 8260 sf ~ I I ,5 L ~ D:• 0,19 ac ADDITION N0. 2 1 vnrelous saolr PIES •-,r;' , INrHISAREA I ~ ! PLAT BOOK 5, PAGE 9 I; I o I K; I ~ I I_ I ~ - ; m I I I _ _ . I~ I COMPOUND I I , ~ I I o ~ LOT 3 ~ Tp . ~ ' '4 p n I [P I I SILT FENCE (TYP) _ I I 11 ENTZMINGER FARMS I N I ,I ~ ~ ADDITION NQ 2 I I' I SLOPE 1 _ ~ I ~ ~ ~ ~ ~ z z PLAT BOOK 5, PAGE 9 I ~ ~ I ,I ~ ,r'1~zm Im I 25 _ _ _ I WETLAND 1 I ^,I °r m 1 ' 0 p I ~ it ~ N-: Ib , I BUFFER ~ ~ I' ~ HARTMAN LANE I o 11 - N I~ ~ I - I I L 0 T s ~ YA~® ;"1 ~N SILT FENCE TYP I - nn I ~ U9LDENG o~ ~ I~ , D FILL ~ EXISTING GRGUND II ~ I~ 1 oZ .db I ' ~ ©I 7330 SF ~ ; JURISDICTIONAL BOUNDARY , ,p D I 1 ~ m D q I I, p LINE AS FLAGGED BY CLIENTS I p p I II EL VARIES ~V~p~J I I I FF`Zm•g6 ENVIRONMENTAL CONSULTANTS D I i 'D t~ v v JX..lY D D Iz I i I ; D D D 'Q"'D, m~ "1Y'D DpD D I~ I ; , FDUND ND# ~ I D D ~D, ~ 25 UPLAND ~h p b DD I °a833S°;ESr& ~ ~ 1 ~ D ~ eASSSnoo ETLAND BUFFER ,~'o ° D b TYPICAL WETLAND CROSS SECTION Description Date By I'~ 1 CITY COMMENTS 5/20/05 KHF I ~k ~ I (z z p D D 1~= I~ETLAN® N®T IMI~ACTE®I 2 CITY COMMENTS 6/19/05 KTC I Y"'t•.,,~-,,~ L T 1 la Amp : ;J'~ D p° D p y..r p D II N'~ I Di p p D d~ti',.P,i • J3 p D D D p o I ,63Z ~ I ? DAD Dp^p D D iR; DDDp I 4 D',D D p p m II SECTION ~ W 23 I ~ ~ i'`{ D p p DD ~-p :.~.tt` .~ErD D D pD ~ I ill zmi I 8° (M Isr Fouuo /e" ss .'1 ~ ~ < , D D D D pp D D DP V..~, ~'•q'D pp p D , M~~ I ~ 'I N.T.S. II r zl s ~ 1 p D D DD Db.2%tr. p p DD ~0 i I 1; i I~ I~ 10 O SW000 DDD D D y ~ I I ti I WETLAND #4 II I ~ ~ ' ~ D p p D ° D D ~ , ~ I° soD I- 1 IMPACT oiNCFasi4oF coRNEa I I ~ ~ ~ ~ ~ ~ D D ~`+T p D ~ ~ I •I ` I ~ ~ ~ D DDp I I ; Exlsr ovFNHEAD uNE I LANE 1 I 6025 SF ~ ~ ~ , D p ; , ND uTIEITY I I FENCE az' sourH & N~ ~ 15 DpD D ~i I t I CONTRACTOR SHALL I 0.13 oC I I o.5' EAar DF CORNER o a3 p D I RELOCATE ,R s"ALL SOD 6" VARIES 6" I ~r,,, I I --Rlr-xnP W 25D ~ ~ ~ D . I I (:n,''~>., u. I FENCE MEaNDERS oN ~OD p ~ ~ i I ''t,l .SQ~ I , ~ I & OFF PRaaFaTV , z ~ I ~ ~ , 0 i 7U I, 20' TO 24' N ~ o (SEE SHEET # 8 I !!'E'T THE'gS I L 0 T 1 E sroRV ~ :I'~~• ~ I A~oNC rHls urvE ;~~~_',Ma I ENTZMINGER F A R MFR~;E sroRaGE N~ ~ INR. X3.6,=_+ _:.:::~=i ~6~3~'4g"~ ~ ~ ~ ~ FOR POND SECTIONS4'•~ ~ ~E STOR T S ~EgST II ~N q I A D D I T I 0 N N 0. 2 BUILDING 'its _ ~ . - r-i~- ~ °0 (M) I 1'~t ° n~iV P ~lP I GNE STORY 1' .I~,t.,f•~•3~~"' I { <I ~ 'G' Y ~L I CO O rN77 N ~~7~'R ' 2~~ ~22~ 3. ND ~ 1 P~T BOOK 5, PAGE 9 als:,. iw,~~}. I I lr~as• <n q. 1,' i INV_ zaaa V NQ FRAME STORAGE f,„ ! p EouNO ~szzos I I r'1 I , g,:y:. I I+, LI•; oaa' NORTH ~~,~.1 ~ BUILDING - W I I ~,P I E'~; - . ~ ~ ~ 'tl ; ~ ' ,~I ' ' ~ ' ' ` ~ sr, , ; S/L T FENCE TYP e" wESr''DF ° oTRN R I I B R m I ~ III I I~ 1 ~ ~ ~ f I i . ' LI, ' ~ o <r ' ;'I ~ r, E M I • ! i r , ~ GI ~ RETFrvrION aeEA ~ I ONE STORY I c, ONE<rSTORY LI Rr ~ I +q1I POST CABLE r1 FRAME STORAGE, I I i ~YMA~b'NRY, 9,11LDINGq, , c, I { ~ I I`I FENCE I BUILDING i~ LI' I p ~ ' I ~ ~ i C ~POSr ~ cAeI.E ° i BASE EXISTING FENCE ~ i ASPH AL T I GRADE I SET 5~8" SSMC 5,' I ~ ~ ,N 3ed m m r~ zl ONE STORY 511 SUB-BASE ~B 2108 < ~ Yw. ' < • ~ I ~ ONE STORY I 'i• ' O ! I ~ '~Li ~ a ~ 1 ~ S.P ALUMINUM SHE ~I" I u'I Z - 1 U ~ wooo F~ooR WOOD FLOOR gl ALUMINUM SHED m1 WEST ENTRANCE DRIVE SECTION B'~ !1 ;J 1 ~ \ 1 1 I ~ CI 1 „ I „ ~ 1 FOUND 1 1 . , I , 1 p~~ GI I--a,' 'ol EC~I®N 3.34' WEST S/LT FENCE (f~ ' 'i E'• , ' ' "s.z'~ ~ ~ . X 01 , I ASPHALT Sr + ~ <l, , ;I NTS \ <I ~ I I PAVEMENT I LI' I 1 \ L.. LOT 2 ~ <pl ~ tl' I . ° 1 I ~ ~I'°, BAR NF \ 1 1 $azaan ENTZMINGER FARMS '1 ar pNE STORY, If ^GF / 10 ~ (~6 / \ \ I ° pip I ADDITION N0. 2 I, ~ ALl1~IINUM BUILDING 4~O I I 1< ~ PLAT BOOK 5, PAGE 9 1•~ F SF ~ r i 6 'I~ARfl1f}uSE, n,<, . F,9 ~ I , m \ eh ~ I I ~ fps v ~ ~ ~ ~ ~ I 1<r , I 1 ~ I o R ~o I , , ~ ' ~ G \ N 1. ~<LI d 'III J SITE PLAN I 1 T ~ ~ • I ~ F ~ ~ oRo w , q ~ ~ I \ I/ / 9478 , I a \ OV/ £klSi ICI <<I dl. I \ ; ,;I~y. Posr I ~ i IIII a Dat December 20, 2004 Z6'4$•1 P A V E M E N T ~ I o~ ~ W V I I J, ~ Zq 5U' WIDE CDNCy v v A Ealsr CHAIN uNK cE 8' 14' RErAIrvINC wAU ~ T A~ ~r Misr sP"ACr w/eaReeD vaRE N~ 'S ~ \ a o°RDe PabEMeNr o,a' NaRrH ~ ~ ~ \ I Rq I N D 3 F ~DreNER ~ ~ T v x~ tplsr , ~ p~ Ip ~s II EAST Pro jectQ# \ ~ ~ ~ ~HgIN 6 NG ~ A ~r>uK ~ 0 I t i PDar 3F II (SEE NANO °D E PLAN) 890-002.04 I \ ~ ~o I \ \ CONCRETE ~ FOUND PSG \ / PAVEMENT CONCRETE I Scale: Drawing Number: PAVEMENT I \ FoU 3.47' SOUTH & ~ I 10 I ,J \ F NO 5/8„ 0.30' FAST ~°¢5 ~ I \ 0.4' CE 2.3' 3137 ` WEST D SOU7y I.D ~ I ~ , F CDRM~ UNCREjE CM) I \ ~ ~ SrelP \ I 1 6 0 ~ 890-002.04eng SITE BENCH MARK OUND NAIL W DISC 1 FT DEEP SWALE ~ SITE BENCH MARK \ ar \ I - SSMC TRAV f~T Sheet Number: IN CONCRETE DRIVE FOUND NAIL W DISC ~ ~ ~ I SSMC TRAY PT \ \ ELEVATION=32.173 4 ELEVATION 31,148 ~ ~ roaNn ssuc N 1589823.19 0 FOUND 6/9' ssNC E 560406.428 u3 z~oe I a. r : ~ 7,OB \ ASPryA T Pq yF ~ EXISr CryAlN ll C 8 ~ ~ ~ ~ _ Memr nK rE \ r NcEi S.J' i I EXISTING ' ~ 264.98. ' GROUND SILT FENCE I \ ~ - I ELEV VARIES \ \ ~ 7. o To 3~. 0 8/505 Kimberley Hall ischer, P.E.# 56942 \ \ \ SECTION C-C NOT VBYDAUREGISTERED ENGINEEROSSE NTS %Y i \ %•~4a'\.744! ~'44!4d, ; ~b4 •44 \44~a' 1 M.~ ! ~ ~ , Q, CI,'V~•t'~, ~ . J'; 4 4 4 4 4j 4 4 r b , ' - n,. I 1 i r J ~ ?:°J4444444 4444~~'' •44bri 1 ; ALL RADII TO BE 3 FEET UNLESS NOTED OTHERWISE. a•:~X*~~'r`""`•~' .•''b4444444444 S'' d441bf ; UNLESS OTHERWISE NOTED. ~K'~ ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, ~e' 4 4 4 4/ 4 4 1~0 ! ' f ; UNLESS OTHERWISE NOTED. ;t~;ti~'"r ARY ••~'4444d b44'~ ~ 1 AL gOUNDIENiS ~ ~ LP O CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING c710N eY N7s .J jb~---•~1 4 4 TT 4 4141 ' jORISDI LAGGED NSUL7A ! ~ AsF PL CO •'0+4444f X440-'~ oo E T i ~ ; TO F. D. O. T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. .4',,.~ LINVIRONME ~ ~ EN .~='rr444~ 1 b44' w"~~. 1, \ ~ IIti'b A~~ y A ~M. -~.-•'4 4 4 4 4~ ,gyp ~ 4 4 4; ~ 1 a'~ L A~.dVNY(.i•r y' 1 r. +i v1'~" 44444444 m 444 °~o,cs , 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH i~-!,c'e A 4" WHITE THERMOPLASTIC STRIPE. 'e.~{{~'~'r 4 4 4 4-•~1 _SJ 4 ~ 0;'~---d 4 4 4'b'`4--.~• 4'\ 4 4~ 4 4 4 4 4 ~--~7 4 4 4 4 4 4 4 4 4 4 4 P~ ~ -,~-'d 4 \ 2. SEE DETAILS FOR HANDICAP PARKING. ~ 4 4~ ~4 4 4 4 4 4 4 4 ~~4 4 4 4 4 4 4 ~'•-F 4: ~'`b ;~d~r +;Y.rfi. 3 ~ ~ ~ 3. TYPICAL STOP BAR SHALL BE 24" WIDE WHITE .fi, i \ ~ ~ 1 THERMOPLASTIC STRIPE. ~ 40• N - ~ 44444444~C% 4 4 4~ ~ RA - ~ ~~.~4 4 4 4 4-••S~' 4 4 4 WET STO IVI NV~`~/LIT S - ~ ~V 4 4 4 ~1.' SITE LEGEND CIVIL ENGINEERS ~ ~ 4 4 4 ° DErE~J~rION POND - , , ~ 4 4 4 0•. I m ~ ~ o T 4 P R M S HANDICAP PARKING LAND PLANNERS ' L E R F o. 2 LANDSCAPE ARCFIITECTS M ~ . 4 441 B~R 1 ~ r ~ Z M it ~ G o N PACE 9 ® PROPOSED DRAINAGE INLET \ E N F ~P~AT B~~K 5, ~ \ PROPOSED CURB 2820 Marquesas Court ..1•- 1 1 \4 4 4' ~ ~ Windermere, Florida 34786 0 ~''•4 4 4 ~ 1 SITE BOUNDARY LINE Tel: (407) 217-8000 1 ~ ~ 1 - D -44 ~ 1 \ ~ Fax:(407)876-3751 . iv 1 CENTER LINE OF ROAD \ ro~ect anager ssue or: K• 4 4 \ 4 0 0 O ~ - RIGHT-OF-WAY K. FISCHER .44'I ~ 1 ~ 444iV• ~ O ~ ~ 1 0 N 4C 1 ,44444, P 1 ~ R~ C ~4~ 1 ~~444~i 5 1 ~ ~ \ ~ EXISTING EDGE OF PAVEMENT Engineer: 1 ~~{R 1 444 : , ; . KTC 1 1 ~444~ ~ ~ PROPOSED CONCRETE PAVEMENT Technician: 2 80 5 11 ~ 1 4 4 4 P1• ~ ~ PROPOSED BRICKPAVERS KGH v '"L.~ . ~ ~ 1 f / ~ ~ (4444`. o - 1 ~ 1, 2 , \ 0 1 ~ 444C1~. Ci8 ~ N~ 1 ~ s Scale 1 "~4 01 ~ ° ° ° ° ° PROPOSED 25' WETLAND BUFFER 1 1 ~ NDpRY 4 4 4 d'=~1 3 M Q~ ~ 1 1 L 80U LIEN15 O F A R 15 ~ ~ 1 IsDlcllo AGED gY c rs ~4 4 4 b~, L R F 5 2 _ ® PROPOSED WETLAND IMPACT • R UR G SUL7ANi~ E ~1 UND R:S ~ 1 LEAs F°TaL c0N ' 4 4 4''",J I N o N N 9 ~ DNAL e0 aIENT 1 LiN IRON>vEN ~ E M F I 0 PAGE ~ ~ ~ DRlsolcTl ~ sDL7ANTS R ENV ;,-j ,4 4 4r v ENT ~ ~ I ~K 5, , 1 ~ ~ gs coN ~ 1 R'S A ITT BO ~ , s UNE RDNMEN 1 ~ ~ j ~ P 20 = K~°~ EXISTING TREE u w1 1 . = i ° ° ~ .~7%° ° a ~n %!:r'o ° ~~v, EXISTING TREE LINE i .S p 1 ~I ~E i~~y 0 ~ ~AIE SSE, / o ~ NO TEXT OR SYMBOE SIZE ~1, 2 ~ cs: ~ P • , 2 ` ` / R~`~ -1~'• ~ R1-1 STOP 30"x30" ° ° ~ TYP TYPICAL ~ ,,~7: o ° o ~ HC HANDICAP ~ ~ ~ rr: oe~~ ~ o R5-1 DO NOT ENTER 30"x30" .e ~5 h ~ „ / R R~ iy '~y;•,'v V' R6-1 E ONE WAY - EEFT 36 x12" x-= 15 / ~ 1 , , ~ -o• R6-1 R ONE WAY RIGHT 36" x 12" ' 1 1 r " ° ° 10 10 PARKING SPACES 1 1 ~ ~ ~ ~ ~;;`4• ~~2 AFF SIGNS SHAFF CONFORM TO THE MANUAF ON / ~ 5 ~ ~ UNIFORM TRAFFIC CONTROL DEVICES. I ~ R o ° ° ~ \ S/W SIDEWALK L PILES R ~ ~ 0 2 SP01 5 / N ~ ^ ~ G> 1•~•~ ~ UTILITY / ,f o 0 0 0~°~ ~ \ R5' 5' RADIUS i' 15 VARIOO THIS p,RF3 R~ ~ ~ `i,E ° 5~ . r , ~ ' is ~ 4 1 R N I \ ~ , - t Y-~ / ~ / ~ N C SIGN ' ~ / ~ o ~ ' . c~ ~ %p a{n ~ ~ ~ LF LINEAR FEET - 5 1 ~ i SW ~~~4' ° ~ , , \ SF SQUARE FEET ~ / ~ 1 , ~ 1 5 a6DO 1 3 ~ ~ TREES ro REMAIN ~ Ji°°°~` ;C , SEE LANDSCAPE PLANS z-- 1 -2®• ~ ; 5 a. 0 1 2 4 4 4 4 -.=~J`•~ :D• ' V •1F' • G'• 4 4 4 ° ° ~ ~ SOUTHEAST 1 1 (1) 441 4 44444 •D. 4~I"5z-•~l•~. ~!~'~444~ ~ / ~ LIFT i , / ~ ° ~ , ° ~ \ WET STORMW,4 TER ~ , 1 ST ION ` 4 ~1 4 4`x'4 4 4 4 4 4 4 4 4 4 b•'7-: -~G•_ , .'~•;-'J 4 4 m 1,, \ 1 ~ ~ ~ 4 4 4 4 4 4 4 4 4 4 4'•.4.v r.~ ~--•4 4 4~ 7 d ~ ' - DETENTION POND ~ ) \ , ~ / ~ ~ ~ ' ~ 1 75 ~ Awas ~ B~SW~ \ ~ ~ • 1, ~ ~ 1 10.1' \ w ~ ` ~ 25 I; 11 4 4 V 0 R 0 1 R5, _ , 5' ~ / • R~ ~ 52 ~p ` 45.81' _ i ~ 1, _ Description Date By ,1 - - - • ~ - - - - ; ~ 1 CITY COMMENTS 5/20/05 KHF t% ~ 4•~' ~ 74.31 1 s 3 10' BERM I-'" 2 CITY COMMENTS 6/19/05 KTC s s ' NO# DND ~8,. 8 ~ . ' UND & F0 21 ~ S Fo oD7N L ~ 15 1 s T 20 0 ~ S .I , 0.15 3' WES pa 9 3 CITY /DEP COMMENTS 8/5/05 KTC i•--.., 0.3 IST ~ D~ 9 _ 1-X . -~-_n _ 6 ~ v ~ N 76°32 49 W 23 .80 M o1 N 70°43' w 52 0.00~~ D ~LSZ°5 s~ r-r r~~~~~~~~~~~~~~~~~~~~~~~~~, ~ f` N 76°32'49" W N s v & Eau , NoR7H TH & S, FUTURE 1 s~~1 2 SOD7HNER ON 24"CMP ' 0.34 0 ~ SOUORNER ~ E o. coR 5 250.00 (M) c - - ~ ~ ~ FENCE~7 DF RAp MEANDERRP' I` - 1 ~ FENCWES7 ,OF BUILDING ~ ~ R7N ~ I 0.5 , ,RIP' ENGE PROP E ; , • 0 8 c o.4~ N coRNER vv I . F & of ~ 7NIS LIN ~ Nv ,24 as I ~ 5000 SF ~ - FEN p5T OF ~ ~ PLON ~ ,23.61~~ ~ 'vI 1 a a ~ v v IN , zv , ~'v 5055 50 X 100; • D.5 ~ , 'n ' p 7i- ~R~~ 6" RIBBON CU , I I Lv' LI a , ~ L „RIBBON CURB ~ TREES TO REMAI 'T~i ~ L1 Ea R38' SEE LANDSCAPE LANS 1.0' N • oN aR . FF=29.50 ; OR DETAILS ~ ~ ~ RE7ETI ~ 1 1 I `k 2 L\ `\g 61. ai 79.05 ~ ~ oo' ' 79.05' I~~O _ _ _ _ _ _ _ _ \ N 7 ~p ,g3 ~ \ o E RAE C''. ~ ,~s~` n' L1 G1 a TO ME STS RY r,. ' '~I ~o I z ' , ON'E S \UILD~NGn , , a'` Z 1 1 ~ I R~ \ FRA INO sTO ° , ',`w~z~-'"' ~ . , , ~ Y, ~ • 12 x10 DUMPSTER ENCLOSURE SCREENED guILD oNE ToRA w.'~`~,. •••`O I ~ ~ L\ MA~bN~ ON ,THREE .SIpES WITH 6 FOOT MASONRY WALL ~ 45'69' 45.69' ~ I~ RPME S o <<' ' z 5` '1~°` ' ~ I i9u '`t ' 38a ~ .A~60 E 'ARCHITECTURAL PLANS ~ R r~i a ~ _ _ 141.56' _ _ N ~ L, I L, , , `,I ~ ~ ~ ~?11360N .CURB ' • •L; a I of 'f~~~ R~, 6.5 m ~`-r ' .--L;- GARAGE I 3 17 TORY ~ ~ ~ , ' 7400 SF NE S GE , C-~ 1 I 19 •.13 ~ <I n. l a ~ ~ X4.48 ~ I ~ ` I~ A E S ' :1, g . , ~ ~ ~ ~ z~, FF_31.00 AM G , , . < I FR N L B' L1 L\ I Lv.' '.c 'v; I •v ' 11 L 7 'v oNE ST O~LDINO' ~ i L~ , •11 ha ~ ,,,E.-- I s P H AE N 1 a ~ 2 INUM B . E a „ 'v ~ I ~ , ; I / ~I PAA V E M FARMS ; ALCM REN`~us In 1 MINDER No 2 W`P~ L1• ~ , ' ENTZ IoN AoE 9 # a6 60' s., I ~ 969 AD BUILDINGTION ~ 5.1 o I N ~ c , ^z, L\ , .2s ` ~ I ASEIT oK 5 P L1 ;0• , ~ 0 a 'v 'v , , ',1 ~ A. 29377 PLAT B n Lv ~ Rti ~ 45.74' 45.74' I ' 6800 SF '~_r Date- , ~ A ~ V LA <I 13'9 v -i ~ L1 u. \ ~ ` R~d ~ j FF=31.20 ~ PI~~ 1 , ~ ~ ~ ~ ~ - L~:.u.- 0 WHEELSTGPS TYP N ° December 20, 2004 1 ~ ~ I TREES TO REMAIN ';,Lv a Lv • Post ~ I~ 105.77' '7' I ~'y!i?'' HANDICAPPED RAMP Project # ~ ~ - SEE LANDSCAPE PLANS , , , CONTRACTOR SHALL MEET ONSI \ ~ oo OR DETAILS) A L 7 (TYP. SEE DETAIL SHEET) WITH GTY ARBOR/ST TO 1, \ P N N t F coNC~- ~ TURE PARKING HC I IGN _ 890-002.04 COORDINATE TREE PROTECTION A D THE ; ` ~ g2s3?a AP V E M E , ,DE L SPECIFIC BARRICADE REQUIREMEN 1 F ti~ 1 6~ P 5D IANIN~ WPL r,; R1-1 STOP SIG ' ~NG ~ ~ I ~0 ''t;I; _ Scale: Drawing Number: ~ ~ ~ \ \ RE7 cHaw ~INR PER FDOT INDEX 173 - \ uv'Y''"'~~r;'y,•rw-•~ N 76°45~14~~ W 248.14 -X 173 5 ~ ~~r, 1 4 0' 890-002.04eng - ~ - ~ K X ~ ~ i ~a,j~; r a f /i'~o1 U GE M5 „ AIN L,NKE PRC~O ED 5 ~r~ DND PaDm & N 7s°45'14" w 370.98' (M) " w 37098' (M) PROPO ED 5 Sheet Number: ~ R1-1 STOP SIGN EXIST c RgED wIR& CONCRETE SIDEWA ~g.4T os ~ V OT I DEX 2~~, F~ ~ .~f;:;, ~ gA, RTH D 3 ~ PER FD n w/ 4 N° coRNER ou -p' out 3 4' S P BA 5o N:CI~ETEiN SId~WA~. EXIST 1.0' C CRETE Sr 57 - _ _ _ asPHa~r PavErnsNr a.3 4 STOP BAIL ou ou r-''-'r' 24" STOP BAR u 5 e° Ls313~ I.o coNCRErE srRIP EXIST ~DN~RErE 0 L D ~Z~Af~ ~.o' corvcRErE srRiP~'- SA O D E E 2.3' sourH PER FDOT INDEX 1 T INDEX 17346 APRON D D D PER FDOT O OI E - OAD sr o7 coRNE )OT INDEX 17346 AsPHa~r PAVEMENT 8/05/05 27 LF 6" DOUBLE YELLO PROPOSED CONCRETE APRON 30 LF 6" DOUBLE Y v # PER FDOT INDEX 17346 PER FDOT INDEX 6" DOUBLE YELLOW o~ o~ FDOT INDEX 1734 ~ ~ Klrnberle Hall Fischer, P.E. 56942 ~ NOT VALID UNLESS SIGNED & EMBOSSE BY A REGISTERED ENGINEER \ ~°°°°d~ TILITY N TE ' ~ NOTE: °°i ~ 1. CONTRACTOR TO PROVIDE AND INSTALL ALL BACKFLOW PREI/ENT/ON DEVICES , 2. ON-SITE WATER DISTRIBUTION SYSTEMS SHALL BE OWNED AND MAINTAINED BY THE CITY. TESTING.• , , Y ~ ~;:iY'n7"i.'~.4 •'.~°°°I HYDROSTATIC TESTING SHALL BE /N ACCORDANCE WITH THE APPLICABLE •;n• ~ 3. ON-SITE WASTEWATER COLLEC170N SYSTEMS SHALL BE OWNED AND MAINTAINED BY THE Clef: ~o°°°°°°°°°° C/~y PROI/ISIONS AS SET FORTH /N SECTION 13, AWWA STANDARD C600 FOR •ty~' ; DUC77LE IRON PIPE, M23 FOR PVC P/PE, AND ALL LOCAL CODES. a ° ° ° ° a I° ° ° e 4, ANY WATER METERS TO BE PROVIDED AND INSTALLED BY CITY 1 \ ° ° ° ° J ; , i, ~ ° ° ° i CONTRACTOR TO PROVIDE AND INSTALL BACKFLOW PREI/ENT/ON DEVICES DISINFECT/NG.• • M ° ° ° ° d' ; d ° ° ~ 5. CONTRACTOR RESPONSIBLE FOR ALL ON-SITE UTILITY CONSTRUCTION UNLESS ~ ~ ~ a ° ° ° ° ~ ° ° ° OTHERWISE NOTED. ' \ FOLLOW/NG THE PRESSURE TESTING, THE CONTRACTOR SHALL DlS/NFECT 6. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF ALL SECTIONS OF THE WA TER DISTRIBUTION SYSTEM . DlS/NFECT/ON ~ SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF AWWA ~;'y;+•^~~'••`~4~'`~~' ° ° ° ° ~ ~ \ ~ ° ° ~ UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, ~ 'o°°°°.~ D 1 ~ ~ \ ~ ~ 7. CONTRACTOR RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND W/R/NG TO _o 0 1°°°~ 1 ,~~v o ° ° ° ° ° °i' p ° ° SIGNS/ LIGHTING AND ELECTRICAL SECONDARY.. STANDARD C651, 'DISINFECTING WA TER MAINS', AND ALL APPROPRIA TE ' ` d` ~ I ~ v ° ° ° ° ° ° ° ° 1 ~ ° ° ° , 8. CITY OF WINTER SPRINGS /S WATER PROVIDER. 1 AGENCY APPROVAL. NG,NEER/NG \ r.^ w \ ` _ , - - - 9. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAI/ATING IN °°°°V ~ ,-t1°°°°V°°° o _ ° ° ° ° ° ° ° ° o o ° ° ° ° ° ° ° ° ° ° ° PROXIMITY OF WASTEWATER FORCE MAINS AND GRAI/ITY SEWERS. FORCE MAIN °4°°4°°°4°°°°4°°4°°0 ,~-o G, AND SEWERLOCAT/ONSSHOWNONPLANSARENOTEXACTORGUARANTEED. \ ~a ~ur.~ °°I ~°°°°°°°°~~o°°_°°°°°~ --a"°°°~ 10. ALL DAMAGE TO THEC/T)~'MAINSSHALLBEREPA/RED/MMED/ATLEY WATER MAIN CONNECTION METHODS ,~w~* \ ..w~~e.• /NC ° ¢ ~ ~ ° ° ° ° ° ° ° ' BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE \ v CONTRACTOR SHALL PROTECT THE EXISTING DISTRIBUT/ON ' i \ ~ ~ 11. CONTRACTOR SHALL NOTIFY THE CITY OF WINTER SPRINGS °b IN ~ ~ ~ SYSTEM FROM BACKFLOW CONTAMINA TION DURING FILLING ° ° ° o~ ~/O/~T/~~j/EST E ~ ~ ~ ° ° ° ° ° ° ~ UJ7LlT/ES CONSTRUC110N DEPARTMENT 48 HOURS PRIOR TO ANY RA - ` UTILITIES CONSTRUC110N. FOR HYDROSTA TlC PRESSURE TESTING, FLUSHING, DDT STODMD,~TDD s 3°°°0, ~ DISINFECTION & FINAL CONNECTIONS PER AWWA C651-92 C~~O~ C~~~OG~]C~C~Q~ ° ° ° ° ' DDTDDTIOIV DOIVD - 1 ° ° ° ° 12. ALL EX/S77NG UTILITIES SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ® m ~ ~ STANDARDS, SECTIONS 3,4.8 & 9. ~~~~C~G3~ I 1 ~ 13. CONTRACTOR /S REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION \ ' ~G~]D~C~La~C~ LaG~~G~O~C~C~~~ ° ° g~RM \ 11 OF UNDERGROUND UTILITIES AND OTHER FEATURES THE CONTRACTOR ° ° ° ~ ~ 1 ` MA Y CONSUL T THE UTILITY OWNER'S RECORD DRAWINGS BUT THE UTILITY j \ 1 , NOTE TO CONTRACTORS \ ~ o ~Oo ~~r~o ac~~~~ C~oa~ 1 ~ ° ° ° 1 FIRE HYDRANT OWNER AND THE ENGINEER DO NOT GUARANTEE THE ACCURACY OF THESE REQU/RED TONFIELD SI~ER/ ~ THE EXX/STENCE AND OCA AON ~ ~ ~ ~ ~ ~ s ~ 0 ~ ~'0~ ~ ° ° 1 RECORD DRAWINGS CONTRACTOR 1MLL BE FINANCIALLY RESPONSIBLE FOR ~ (ASSEMBLY 1 ° ° ° \ 1 ' , ANY MODIFICATIONS REQUIRED OTHER THAN THOSE SHOWN ON PLANS. OF UNDERGROUND UAL/TIES AND OTHER FEATURES. THE ~~0 o Q~~~(~ ~ ~ o ° ° F1 P MPLI PINT 14. ALL F/RE HYDRANTS SHALL BE PAINTED YELLOW CONTRACTOR MAY CONSULT THE UALITY OWNERS ~~~oQ~OG(1~o~lC~~~~11~~ RECORD DRAN9NGS, BUT ASE UALITY OWNER AND ASE 0 ° ° AS EM Y 1 ENG/NEER DO NOT GUARANTEE, BY/MPLICAAON OR °~~D~ ~~~g~~ ~~~~o Oho ° ° \ 1 ° d , 15. ALL UTILITIES SHALL BE UNDERGROUND. ~ ~ 1 OA~ERWISE, ASE ACCURACY OF THESE UALITY OWNERS RECORD DRAWINGS. S/7E CONA~ACTOR SHALL BE ~o ~ 0 ~ ~ ~ I 1 ~ fINANCIALL Y RESPONSIBLE FOR ANY MODIFICA AON ~ ~ ° ° ° 1 ~ , REQU/RED OTHER THAN SHOWN ON PLANS. [~~11~0~1C~C~~o ~ 1 1 ° ° ° ~~O \ 1 1 °°°0~ I 1 x ~ ~c~c~G~~loc~o~a~o 1~ 1 / 1 °°°a NOTIEv 1 ~C~ N1 ,4 L L U TlL l T Y SER VICES SHOWN ON Cl I//L OR% WINGS 1 ~ °°°D. 1 1 \ SEE A RCHI TEC TUR% L PL % NS FOR INTERIOR CONNECTIONS ' 1 43 LF-2" POLY 1 ° ° ° ° V o~_ 1 1 (DR-9)WATER SERVICE > ~ ° ° ° ° p~ Scale 1 "=40' SH,~« BE BRO~~HT TO WITHIN 5 FEET of B~l~oIN~S \ ~ 11 W/2" CORP STOP & VALVE BOX & PAD ~ ~ \ ~ ° ° ° ° 1 \ 1 AND RPZBP . ~ = = ~ ~ ° ° ° ~ \ 1 ~ ~ 1 ° ° ° 1 1 \ 0 1 ~ ~~o~ 1 ' % 1 ~ ~ ,bpp , ~ 1 ~ - ~ ~ ~ ' ~i ~ 'booo~, 354 LF-8 ,~OODOf \ 1, 900 DR14 ' WATE MAN ANITARY LIFT l~~D~% ' ~1 STATION TOP D ~ ~ ~ ~ - .1 ELEV=21.00 0 0 0 q \ - - - - - - - ~ v ~ sE INV iN=14.25(8") ~0 D D ~ i ~ 1 ~ i ,,boon f-'~' ' ' ~ i ~ ~ ~ 1 ~ , ' ~ 1 i 1 ~oooo~,,•- UTILITY / ' 1 i ° /4 RPZBP AND SANITARY MH 1 ~ ( ° ° ° ° G HOSE BIB RIM ELEV-20° 18 ' ° ° ° ~ \ ~ , o, OLFB SINVIN=14.73 8 ' ~ , ~ SDR-35 - " o ~ \ \ ° NW INV IN-14.7 ( a°°°°; 1 \ 3 1 - „ ~ g6 ( ° ~ NINVOUT-14.63(8) 53 LF-2 POLY \ ;2®° 1 ° ° _ ,b ° ° ° ~ \ 0 0 0 i'' ' SOD Tl lE~ S l 1 DR-9 WA TER SERVICE F ~ W 2 CORP STOP POTABLE 1 f i ~ In/ T T Oq ~ I~/ T & VALVE,BOX & PAD CONNECTION 1 O ~/f VVDI .~l Ol \lVI VVi`~ l DD ' AND RPZBP \ FIRE CONNECTION °°°°°°°~V~ d°°°a~ \ SAN SEWER 1 s_s ~ \ DETEIV TlOIV POND ~ \ C.O. INV=17.30 - - 1 r 1, : \ 3o~FS° 1oo~FS° ~ ~ ° ; ~ r ' SDR-35 - - 1 ~ SDR-35 ° ° ° ° °L ; e~ ~ ~ "ss 278 LF 8" ° ° ~ ~ "ss DR-35 o ~ ' `~1 ~ ~ REVISIONS 1 ~ 85 LF 6" ~ / 87V FM C.O. INV SDR-35 ~ ~ 1 Description ~ a ~ By \ =15.75 CITY COMMENTS 5 20 05 KHF 44" D 8'ss SANITARY MH - " FDC FOR ARD BLDG 55 LF ~'4" POLY RIM ELEV=30.50 ~ LF SERVICE DR-s SW INV IN=25.89 6 10' BERM 2 CITY COMMENTS 6/19/05 KTC DR1 ~ ~ „ E S INV IN=25.89 ( ~ 4° 4" c9oo(oR14) 3 CITY /DEP COMMENTS 8/5/05 KTC 8"WM "W g"WLq SE 1NV IN=25.89 6 FIR Isr - - - _ _ - - - _ _ ~ ss NW INV OUT=25.7 8" sTl FIRE sERVicE AT - ) 8"XS"X4" TEE INS' 3") SsTUB FoR EuruRE) NSTALL RISER TO GRADE , x~X-.k_: ~ 4" V MJ BOX OF -x - k ~-~--11 X~" - OR FUTURE LOCATING 11 ~ "x8"x8" TEE ~/4" CORP 8~. 11 \I 2p 8" GATE VALVE za°cMP -STOP AND ss r-------------------------~ ' FUTURE SANITARY FORCE MAIN . , 8 STUB C~ _ _ _ ~ SDRL 35 /W C.O. BUILDING ~ _ 1 1 oR Fur~~~ r~NFCnoN - VALVE 520 LF 4 (SDR 21) 1 1 ~ ~ ,Z~~a (STUB FOR FUTURE) ~ ~1 11 C ,23,6 ti 8~, ~1 1 W - u , LI , ~ SS s 5000 SF INSTALL RISER 50 X 100 4 ~ 1 LI L1' • ~ TO GRADE ~ yt'~ ; I 1 'cl ~LI , <i, '~V,. , i LOCAT~NG RE FF=29.50 i ~,,1• , 1 , ~I ,~I' ~1 SDR-35 ,1~,,;,,~.,,,, ~ ~I LI LI ~ FIRE HYDRANT (2~) 4" GV MJL/BOX - - - - - - - - - - ' 1 I ''41 ,<i LI ' I ' • LI ~ 525 ~E-8" ASSEMBLY CO C YAD o c , ;,,,;t:=~' I ~ 1 o a , LI • C900 DR14 114 F ` 6S \ :Lc' I ~ , LI • WATER MAIN 8" GV ~a ~ •,1 I ~c+ • . -''1 C.O INV <r, ~<i' ~ ' ~ ~ I 'i , ~ LI ' ' • - ~ =26.42 "x8 4"TEE •1, LI L1 '11 II I 1 ~ <I • , L\ L\ , • LI , I ~ LI LI ~ 'LI •1• , I L; .~,L,, .L. , , ~ -•L~..-.,;- LIB • GARAGE 1 •1 i I SAN SEWER J SEWER I 4, ~1; ' ' ~ ~ , ~ ~ : ' 7400 SF C.O. INV=27.00 I V=27.00 I C.O. IN \ •~,1 1 I '1' •,L1 ~ LI LI, 1 ~ FF:31. POTABLE ' ' I I f` % it - ' . <~'1' 00 CONNECTION I BLE 42 LF - - S ,a +r K' ~s ~pT ' - \ SDR-35 "n SEWER IECTION I • ~ ~ ~ ~ UTIL T Y PLAN n L1 LI I I I C.O. INV=27.73 J I I POTABLE CONNECTION • <I , , ~ 1 L; FIRE CONNECTION ~ I wa AD BIUILDINGTION ' ' cl , , m II ,LI ~ , 60 LF-2" POLY ~ \ 1 1 'I A ' . <~LI ' '1 DR-9 WATER SERVI E I ~f~~~ 6800 SF ~ "1 1 1 8293~ ~ a ( •.1 11 1 ~ # 'a <i ~ ~i'.• W~2" CORP STOP LI 1 1 1 ~I , ~Ys ; FF-31.20 Date: & VALVE,BOX & PAD 1 AND RPZBP 4" DDCV w I ~ 6D ~E-2" POSY December 20, 2004 ` 1 1 • ~ FDC FOR GARAG 1 I L1 . -0R GARAG ~ (D R - 9) wA TER SERVICE ° W/2" CORP STOP I : ~ & VAL VE, BOX & PAD Project # T AND RPZBP 890~002~04 1 1 ~ L~' 1 ~ g37a 16 LF-4" 4 y ~ FIRE CONNECTIO ~ CONNEC POSED 4" FM TO EXISTING C900(DR14) ~ ~ FIRE SERVICE DR14 Scale: Drawing Number: SERVICE 1 ~ 6" FM WIT "REDUCER @ EXISTING W~4" GV~MJ BOX ov/M~ Box I 1~~40~ 890-002.04eng ~ ~ T AND LL LVE - - - CON ACTOR 0 TIN-~ X x WET TA ~~(I WITH 8x8 TAPPING SLEEVE 8 8"x8"X4 TEE X.,.~ TAPPING VALVE MJ RESTRAI TS 8"X4 TEE 4" +DDCV W/ X205 L 4 o Sheet Number: FDC FOR OFFICE C900~DR14) - ~ ou ~I RE ER VI CE BTL OLD SDDD ODD ODIDD 0 R OA D WL WL WL WL 0 8~05~05 - - - WL WL WL J o _WL ~ G _ Kimberley Hall Elscher, P.E.# 56942 NOT VALID UNLESS SIGNED & EMBOSSE I BY A REGISTERED ENGINEER PAVEMENT ,a•~~~~,l4W' c'~' PC OR PT C PC OR PT OE RADIUS RETURN 12" BASE ~~ti ~''''MS',w,iT EDGE OE SUB-BASE g 8 THRU-LANE PROPO'. Q a a PROPOSED ~ ~ ~ ~ \ ~ ~ \ n„ ~ d a 4, GON.JTRU y+y~iF M CONSTRUCTION ° 4 ASPHALT 2.0" TYPE SI ASPHALTIC CONCRETE gy1Ms wY q ° MAX°SEOPE~= 12:1 ed Q "G;, A~C; ;r.4 .r p Y"~. ' °'d' d ° ' ~ °e ~ ~ EXPANSION JOINT~° °a ~ ~ ~ SAW CUT EUEE DEPTH BASE COURSE 8" 501 CEMENT OR APPROVED EQUAL ~^~rt•o ~ ~ ° ~ 1 2" PREFORMED " ° ~ ° ~ ~ ~ OF EXISTING ASPHAET 95% DENSITY STANDARD PROCTOR PER ASTM D-558 w,:~"~` ~s ° 1 ~ ° ,.JOINT EIEEER d'a a a ° a d (AEE AROUND) M~q~;• CONST 4" THICK a 4 , d ° ° PC OR PT C d ° q a PC OR PT OE RADIUS RETURN SUB-BASE 6" STABILIZED SUBBASE WITH MIN. (FBV) OF 50 PSI OR . r~;~ CONCRETE RAMP a ° ` d a ~ a ~ d (LBR) OF 40~. COMPACT TO A MIN. DENSITY a~° e d NEW SURFACE ° SIDEWAEK' da ~ d EACE EQUIVALENT OF 95~ OF THE MODIFIED PROCTOR ~"'i' ,~`%i DENSITY (AASHTO T-180) FOR A DEPTH OF 12" ° NEW BASE 6 5 STD 6 PAVEMENT ~E BELOW PAVEMENT SUBGRADE. 44" MIN EDGE OE EXIST PAVE ExIST PAVEMENT CIVIL ENGINEERS SAW CUT EUEE DEPTH 12 APPEY PRIME C ~P~Y PRIME oR TACK LAND PLANNERS OF EXISTING ASPHAET MATERIAES AS ATERIA~s As NECESSARY LANDSCAPE ARCHITECTS RUNCATED DOME TYPICAL PAVEMENT SECTION SURFACE 2820 Marquesas Court Windermere, Florida 34786 Tel: (407) 405-7819 ~~I~ ~ ~ ° ~ Fax: (407)876-3751 ~ ~ ~ ~ ~ ~ ~ rode anager ssue or: ~ E D ~I~ ~ SECTION AA K. FISCHER Engineer: ~ ~ ~ #4 -REBAR CONTINUOUS CONCRETE PAVEMENT #4 -REBAR CONTINUOUS KGH STOP ~ EACH SIDE of CJ's WITH 6x6 W1.4xW1.4 sTOP @ EACH sloE of CJ's "STOP" BAR To BE PLACED Technician: 6 REINFORCEMENT 6' FROM EDGE OE TRAVELED WAY, KGH UNLESS SHOWN OTHERWISE. STRUCK JOINT ~ ' 3" ROUND EDGE `a~~~'~'. ~ ~ ~ ~ 4" PORTLAND CEMENT f pd ~ A < ' . d ~ aQ 9d `~ooo r ~ ~Ov EDGE OE TRAVEL WAY a SEOP E e, d' l ~ °e~ ' ~ ~ ~ 12" SUBGRADE aV~ ° ~ ~ ~ ~ PAVEMENT SURFACE ° 4 a ° COMPACTED TO 98~ (AASHTO T-180) e1 ~ L B \ T-180 ~ CITY OF 1 e 9a COMPACTED SUBGRADE 2' WINTER SPRING CONCRETE SIDEWALK 6., SIGNAGE MAXIMUM 20' WITH 6x6 W1.4xW1.4 REINFORCEMENT r,......,.~..~dv, ~ dew- a V,d ~ C4 °ad, "STOP" BAR SHALL BE 24" WIDE AND a ? 12' FOOT LONG, OR AS SHOWN, ° 4 ~ a d ° e° °a a WHITE REELECTORIZED PAINT. (sEE PLAN vlEw EoR LocATIONS) EXPANSION JOINT W CONSTRUCTION JOINT JOINT 6' MAX (MAX 4' SPACING) J°' ° UTILITY / 1/2" EXPANSION JOINT EUEE DEPTH BROOM FINISH 1 /4" D/W H,c SIGN PUBLIC WORKS NOTES a ° d e ed d ° e 4" WHITE COMPOUND 1. TYPE 1 FERTILIZER TO BE USED. d a p ° ° a, c4 ~ ~ a d a 2„ 2., 0 2. SOIL SHALL BE SCARIFlED OR LOOSENED TO SUITABLE DEPTH. °d ~ a ° °d ~ d 3. NO SOD WHICH HAS BEEN CUT FOR MORE THAN 72 HOURS SHALL BE USED. ja ' ~4°' ° d 4 MUST BE GREEN & ALIVE. ~ d° ° a HARTMAN LANE 4. THE REQUIREMENTS FOR MAINTENANCE AS SPECIFED IN SECTION 570-5 SHALL ~ ~ e a APPLY TO THIS WORK. 5. THE GROWTH AND SURVIVAL OF THE SOD SHALL BE THE RESPONSIBILITY OF THE APPLICANT. EXPANSION JOINT CONSTRUCTION JOINT ~v~oNs MUST BE GREEN & ALIVE. 4" BLUE Description Date By 6. WATERING SHALL BE DONE IN ACCORDANCE WITH SECTION 575-3.4. NOTES: 1 CITY COMMENTS 5/20/05 KTC 7. SOD MAY BE OF EITHER CENTIPEDE OR BAHIA GRASS, AT THE CONTRACTORS 1. SIDEWAEK EXPANSION JOINTS TO BE AT AEE TIES TO CONCRETE OTHER OPTION, AND WELL MATTED WITH ROOTS, HER 2 CITY COMMENTS 7/20/05 KTC THAN DRIVEWAYS. MAXIMUM SPACING SHAEE BE 20'. S. REFER TO SECTION 570, 575, 981-2, 982 AND 983 IN FDOT STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. --~---EkP-A~.~J-QN--~~~~d~-~~W~T~R1WN-~b-A~D~-BF---WSP-kE,4L~D--F~B~R IMPREGNATED -D 9. CONCRETE SIDEWALK SHALL CONFDRM TO THE PROVISIONS OF SECTION 522-2 PREFORMED JOINT EIEEER, TO FIEF DEPTH OE CONCRETE. z THROUGH 522-8 OF THE FDOT STANDARD SPECIFlCATIONS. ~ rrl~ ~ ~ ~ ®I~ Q 10. CONCRETE SHALL BE CURED USING ANY METHOD CONTAINED IN SECTION 520-8 OF I~ I~ THE FDOT STANDARD SPECIFICATIONS. 11. 4" MINIMUM CONCRETE SLAB WITH MINIMUM 4,000 PSI CONCRETE OVER A 4" BLUE 4" BLUE w COMPACTED FlLL SLOPE WALK 2~ TO SOD AREAS. w 12. 2' LEVEL ELEVATION BETWEEN SIDEWALK AND BEGINNING OF NATURAL GROUND SLOPES. w 13. ALL AREAS DISTURBED SHALL BE GRASSED SEEDED, MULCHED, FERTILIZED AND WATERED OR SODDED AND WATERED AS SPECIFIED. ~ 299 14. 3:1 MAXIMUM TO 3:1 MINIMUM SLOPES TO SUIT EXISTING GROUND CONDITIONS. 15. EXPANSION AND CONTRACTION JOINTS SHALL COMPLY IMTH SECT10N 522 OF FDOT STANDARD SPECIFICATIONS. ~ WHITE 4" WHITE TYPICAL CROSS SECTION & DETAILS OF STANDARD PoRKAB~EOY PERMIT CONCRETE SIDEWALK oN~Y 6' N 12" 12°' CONTRACTOR SHAEE IDENTIFY THE 12' 5' APPROPRIATE EOCAE STATUE THAT • • ~ ~ ~ " ' ~ d~ ~ ~ ~ GOVERNS FINES EEMIED, AND FURNISH ' , , , : t ~ , , i ~ d~ ~d b f d~ ~ d sH ~ ~ ~ ~ ~M~ ~ DETAILS ~ ,a, 5 ~ ~ ~ ~ ~~a~,,. SAID SIGNAGE. ~t~l. Sidewalk Strip 3"~ GAEVANIZED STEEE PIPE Width In Feet Width Varies Curb Type D Or Curb & Gutter ~ 4 BAR 18" EONG 1" SEOPE PAINTED YEEEOW - ~ g 4 y Type F (Curb & Gutter Type F Shown). 3 a'~ I SAW~~T ~R 9/8,. Date: ~~a PREMO~DED INSERT ~ a , C 9 4%" iCENTER OF WHEEE STOP TO BE i ;~~°~'~'I I,~: e ao o Project # ; ; ;EOCATED 30" FROM EOP ; 'rf'1'~I' f1, 'S'I'~d' ~Y', 115.1 "5,',4 ,,f1'vlii;.h ~-~-~------~~~~-----~--~--.J le ' f f'w P ~ ~ e Y' S ' 1•~ ~ ~ ~ i IV ~I ili. 55d1, , "f 5' ,i ~r'•' S 1~~~1'i 'ti ~ r ;'i ,'.f 1.'i 5'ii ~~~'•,h~f1'V"! 4a,i~•i ~i rr {yR Sf', 'i n~J ~ ^ ^ ' w i _ q, . i ' f i ; ~~7~.~ I ~ J 1 "'b' .f i 'I' 5,r r•, .1 ~ ~'a : 1'd"~, ,f ~~•f'~P ,I ' r;, CO Scale: Drawing Number: ''~94~•'1'4i,ti5 f,,:";a,"~ PAVEMENT SURFACE ~ I,. '1 r'. i" 5' s , ° ~ CONCRETE BASE 5 d ,N •f },i'.5'd 'I~"'i,n1''Si' '1l'M' '~5 Y,11Y1,~"•, ~'J. fj,l+w' N ' r, ' _ - 89®-®®~.®~~I1~ SEAL al is Ramp cur ~ _ „ 5 8"x 8" STEEL BAR THRU POST a~°~~' _ _ _ Sheet Number: 2 ~ Qo~o 12" Cro olk _ i Pf, ~ ~o~ Line (Typs) C 12" Crosswalk (s' Min.) PICTORIAL VIEW NOT TO SCALE HEAVY D T P E U Y R CAST CONCRETE WHEEL STOP 18" DIA. PLAN vlEw 8~5~05 Kimberley Hall Elscher, P.E. 56942 ALL PAVEMENTS -SHORT JOINT SPACING NOT VALID UNLESS SIGNED & EMBOSSE ~ ~ I ° ~ ~ ~ ~ ° ~ ~ ~ ° BY A REGISTERED ENGINEER GEOTEXTILE CRITERIA V~ ~ ~ ~0 ~ GRAB TENSILE STRENGTH 90 LBS F j LIMIT OF GEOWEB GRID CONFINEMENT SOD TRAPEZOIDAL TEAR 35 LBS ~ To eE P~ACEO WITHIN cEOwEe cE~~s LIMIT OF GEOWEB GRID CONFINEMENT SOD / ~ MULLEN BURST 180 PSI TO BE PLACED WITHIN GEOWEB CELLS SEE FOOT INDEX NO 199 ~ SOD soD Z / (SEE POND DETAILS) (SEE POND DETAILS) ILS) zhi ~t. ~ 2' 18" TOP OF BANK ~fi ~ ~ TOP ELEV. 15.50 TOP ELEV. 20.00 ` ~,,~i°~~ 00 2' 18" TOP OF BANK 7 ~ POST (OPTIONS: 2 x4 OR (TYP) (TYP) +-k ~ „ ~ ~ 2 1 /2 MIN DIA WOOD; STEEL ~ ~ ~ t 1.33 LBS FT MIN ~ ~ 6" 8" THICK GEOWEB / 12" 8" THICK GEOWEB ~ k , ~.'}ei. wr+~v~ + ~ WEIR ELEV. 13.50 ~ WEIR EL °I °I ° 1--k 6 CENTERS MAX WEIR ELEV. 19.00 ~ COMPACTED BASE ~ +rl~ $-r~ COMPACTED BASE PREASSEMBLED SILT FENCE ~~kn~,'y WEIR ELEV. 12.61 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ WEIR ELEV. STORMWATER INLET III=III III IIIIII=III III=III=III III III=III III=III= WEIR ELEV. 18.34 '°y4 2"x2" WOOD STAKES WIRE OR NYLON III III III III III III III III III III III III III III 2 PER BALE BOUND BALES j FLOW j FLOW j BLEEDER PIPE ~ BLEEDER PIPE ~.~{1j + ° l_ °i o _io ~Ilr EXISTING GRADE SECTION "B"-"B" SECTION B - B -°I- ~I++ ~fi FLOW BROAD-CRESTED WEIR PLAN jDOWNSLOPE I~ 116dV11~®A®~CIW~ST~D WEIR a~ro~^'4,~N N.T.S. _ z' (MIN,) N.T.S. it - SECTION CIVIL ENGINEERS ANGLE FIRST STAKE u u u u u u u u A A 8" THICK GEOWEB LAND PLANNERS TOWARD PREVIOUSLY BAEES BUTTED TICHTEY 8" THICK oEO>NEB LAID BALE ELEVATION TOGETHER BROAD-CRESTED oN COMPACTED BASE Bf BROAD-CRESTED ~ ON COMPACTED BASE LANDSCAPE ARCHITECTS DISCHARGE WEIR EXTEND 8" THICK GEOWEB TO INCLUDE DI DISCHARGE WEIR EXTEND 8" THICK GEOWEB TO INCLUDE STRAWBALE SILT BARRIER ToE oT s~oPE LEVEL SPREADER TOE OF SLOPE LEVEL SPREADER 2820 Marquesas Court B B B EROSION CONTROL DETAIL B Windermere, Florida 34786 Tel: (407) 405-7819 WIDTH VARIES 24'-3' STAPLE IN PLACE MATTING Fax:(407)876-3751 za' TRANSITION 10' TOP OF BANK 10' TOP OF BANK 10' TOP OF B{ MINIMUM u~. o' ToP OF BANK 10' TOP OF BANK Project Manager Issued or: 6' IN. DEPTH /Y 0,5' 3,5' Z = O/ ~ BURIED EDGE _ _ K. FISCHER s aQ ~ 135° ~ 135° ~ Engineer: z~ CR?SS SECTI?N Z~ NOT TCI SCALE KGH ~ $~,lti~ SZ~t~S Technician: PLAN VIEW 7'-6" GALV POSTS 3/16" FIBERGLASS SKIMMER T-6" 7'-6" GALV POSTS .3/16" FIBERGLASS SKIMMER KGH NOT TO SCALE ®6' C. C. (TYP) FASTENED W/3/8 GALV ®6' C NINIMUM OR S.S. BOLTS W/WASHERS, ® 6' C. C. (TYP) FASTENED W/3/8" GALV. A OR S. S. BOLTS W/WASHERS. Q(cfs) E,W~(ft) D(ft) LENGTH f) A 0-10 10 0,5 10 to-~0 16 0.6 ~o PLAN VIEW PLAN VIEW 20-30 Z4 0.7 30 SOD S°° CITY OF 10' CONSTRUCTION SPECIFICATIONS 10' 1, THE MATTING SHOULD BE A MINIMUM OF 4FT, WIDE EXTENDING TOP OE BANK 6 INCHES OVER THE LIP AND BURIED 6 INCHES DEEP IN A VERTICA TOP OE BANK WINTER SPRING TRENCH ON THE LOWER EDGE, THE UPPER EDGE SHOULD BUTT AGAINS ELEV 15.50 ~ SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY ELEV 20.00 ~ SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES IN LENGTH 2. ENSURE THAT THE LIP IS LEVEL TO UNIFORMLY SPREAD DISCHARGE ELEV 15.25 ~ ELEV 19.75 ELEV 19.75 ~ FLOW ~ ELEV 13.50 FLT ELEV 19.00 3. A 20 FOOT TRANSITION SECTION WILL BE CONSTRUCTED FROM THE DIVERSION CHANNEL TO THE SPREADER TO SMOOTHLY BLEND THE ELEV 12.61 ELEV 18.34 DIFFERENT DIMENSION AND GRADES, ELEV 12.11 I-III-III-III-III-III-III ELEV 17.84 =LEV 17.84 4. THE RUNOFF DISCHARGE WILL BE OUTLETED ONTO A STABLIZED POND N 'OND N VEGETATED SLOPE NOT EXCEEDING 10%, - - _ = LEVEL SPREADER POND 5, SOD THE DISTURBED AREA IMMEDIATELY AFTER - LEVEL SPREADER CONSTRUCTION, U,S REPAATNENT ff AERICULTIIRE STOImARR SYMRO. PVC BLEED-DOWN PIPE PVC BLEED-DOWN PIPE UTILITY SBIL LONSERVATIDN SERVILE LEVEL SPREADER ' SECTION "A"-"A" SECTION "A"-"A" PUBLIC WORKS NORTHWEST DETENTION POND SOUTH EAST DETENTION POND COMPOUND SOD SOD HARTMAN LANE VARIES pp~~nn~~ww''~~ INTERMITTENT FLOW 1'1G ~ 1~7~./IN 10' BERM 1a1 SLOPE 10' BERM Description Date By 1 CITY COMMENTS 5~20~05 KTC T.o.6. ~ 2 CITY COMMENTS 6/19/05 KTC NOTE TO CONTRACTOR: ~ ELEV ® GEOWEB MANUFACTURERS INSTALLATION PROCEDURES F, ELEV 15.5 25 YR 24 HR STORM STAGE=14.72 ELEV 15.50 MEAN ANNUAL STORM STAGE=13.45 3 PER DEP /ORIFICE TO 2" 7/30/05 KTC WT~WTOPSOIALNNNFlLL ANDOSEEDED~EM SHALL BE CONSIDERED PART OF THE PROJECT SPECIFICATIONS Q~ ~ 1 1 _ CONTRACTOR SHALL SUBMIT MANUFACTURERS SHOP DRAWINGS P~ 0~ ~ 4 4 4 3.~ ~,P - -III-ii 25' FOR APPROVAL PRIOR TO PROCUREMENT WETLAND Q i - NWL=11.50 I BUFFER 5 J -111- ~ Q, II ~,-II- ELEV 9.50 - II- 11-11 - 6 PVC BLEED-DOWN PIPE D-DOWN PIPE I I~~ lill~l~ I III ~11~1- TENOOIVS WHERE REOUIREO ev „ W/2.6 FLOW RESTRICTION ON UPSTREAM END NONWOVEN GEOTEXTILE DESIGN PSTREAM END 1 ~ ~ 1 WITH TURNED DOWN ELBOW 90 DEG ATRA°ANCHORS (SEE DR4wING GWGEN2E) NATIVE SOIL INV IN=11.5 !BOW 90 DEG 2 z INV IN=11.50 ' INV OUT=11.4L VV OUT=11.40 501 FI~~ED GRASS CHANNEL PROTECTION SYSTEM - SILT FENCE POND BOTTOM: 5.50 / ~ GEOTEXTILE STRIPS SHALL BE BURIED IN TRENCHES / / y \ FINISHED SLOPE AS REQUIRED AT THE CREST OF SLOPES OR TERMINATION POINT / y y \ \ 5EE CREST ANCHOR DETAILS OF GEOWEB®MATTRE55 ON SLOPES, TYPICAL SECTION / y y \ NORTH WEST DETENTION POND y y / y y y al y y y y y y SOD y y y y y y y PERFORATED GEOWEB®SECTION S~D DETAILS y WITH TOPSOIL, STONE OR CONCRETE INFILL VARIES ~ AS REQUIRED BY DESIGN ' \ ® 10' BERM / PRESTO PRODUCTS COMPANY 1a1 sLDPE 10' BERM 25 YR 24 HR STORM STAGE=19.78 , MEAN ANNUAL STORM STAGE=19.09 T.O.B. ~ ELEV 20 Date: ELEV 20 _ _ _ _ ELEV 20 ~ THE GEOWEB ~ 1 O~ 0 CHANNEE PROTECTION SYSTEM P ~ 4 _ A 25' 3; E - 4 Project # ~ ® ® WETLAND Q ~ OP PRESTO® GEOWEB AND ATRA ARE REGISTERED TRADEMARKS OF PRESTO PRODUCTS ~ ~ euFFER ~ NWL=17.50- i COMPANY. J GATE MAY, 2000 FILE NAME GWCHI EDWG Scale: Drawing Number: , v ELEV-15.50 ~~®_®®2.®~ell9 \ s~AEE NTS SHEET , ~ ~ 6" PVC BLEED-DOWN PIPE ' W/2.0" FLOW RESTRICTION ON UPSTREAM END V PIPE M END 1 ~ 1 - WITH TURNED DOWN ELBOW 90 DEG 0 DEG 2 Sheet Number: NONWOVEN GEOTEXTILE ~ ~ INV IN=17.5 BETWEEN FO®NATION SOIL - ~ INV OUT=17.10 V=17.5 AND GEOWEB MATTRESS AS REQUIRED JI ~ =17.10 \ \ 7 - / - \ ~ SILT FENCE \ \ / POND BOTTOM: 7 / / Kimberley ~l~r~~~~er, P.E.# 56942 NOT VALID UNLESS SIGNED & EMBOSSE SOU SOUTH EAST DETENTION POND BY A REGISTERED ENGINEER tttttttttttttttttt ~1~~ tt WATER MAINS -TEST PRESSURE 150 PSI tttttttttttttttttt tttttttttt tt DUCTILE IRON POTABLE WATER MAIN FITTING TYPE tttttttttttttttttt tttttttttttttt tttt RECLAIMED tttt ~ SEWER ~ tt POTABLE tt 3tttttttttt~ NTS TYPICAL METAL PIPE •'%I~'~~~~"~ • 3 POTABLE tt , 3 WATER 2.5" - 4" PIPE - 3" TAPE IS CENTERED ALONG TOP HALF OF PIPE. 11-114° 22-112° 45° 90° tttt WATER tttt tttt WATER tttt DEAD END tttt tttt ~ ~ tt tt ~ ~ ~ ~ ~ tttttttttttttttttt 1;3~3~3~3~3~3~3 ttttttttttE3tt 4 2 4 8 20 45 tttttttttttttttttt tttttttt~3 3E3E3E3~{E3 E3 POTABLE WATER MAIN POTABLE WATER MAIN tttttttttttttttttt E3~3~3 tt 6" 3' 6' 12' 28' 63' ' WATER MAINS -TEST PRESSURE 150 PSI N 8" 4' 7' 15' 36' 82' BRANCH SIZE N 10" 4' 9' 18' 43' 98' RECLAIMED WATER SEWER POTABLE WATER -ABLE WATER W 3" 4" 6" 8" 10" 12" 16" 20" 24" 6" - 16" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. ~,;~~'.F• ~ i 'Ir'TO Y., s r'Y' a 12" 5' 10' 21' 50' 116' ~ ~ NNW 2131tlM 31Btl10d NNW 2131tlM 3lBtl1Ad NNW l131VM 318tl10 ~ / a 3" 6' 14' 30' - - - - - - 16" 6' 13' 26' 63' 148' - r' NG/NEER/NG ~ POTABLE WATER MAIN POTABLE WATER MAIN POTABLE WATER MAIN i 20" 7' 1 ' 1' 7 ' 17 ' 4 2 11 28 44 5 3 6 9 TO BE DETERMINED TO BE DETERMINED TO BE DETERMI~ „•.S~w~'rY~ 4 24" 9' 17' 36' 87' 208' w 6" 1' z' 22' 40' 52' - - - - N 20" AND LARGER PIPE -TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE ~;5,' WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. N 8" 1' 1' 16' 35' 48' 62' - - FORCE MAINS -TEST PRESSURE 100 PSI TYPICAL VALVE BOX COVER DETAILS Z ~ ~ , NNW 2131tlM 31Btl10d NNW N31tlM 3lBtllOd NNW tl31VM 318tl10d ~~.~e~~k~,r,^.}" ~ i i i i i i i i i r i i i ~~i t;7iyM. t'• FITTING TYPE ~ 10 1 1 10 30 44 58 83 - - POTABLE WATER MAIN POTABLE WATER MAIN POTABLE WATER MAIN i a a o o ~ n ~ , , , , i , , 11-114 22-112 45 90 DEAD END 12 1 1 3 25 40 55 80 103 - ~ i ~ POTABLE WATER MAIN POTABLE WATER MAIN POTABLE,WATER MAIN ~ 4" 1' 3' 6' 13' 30' 16" 1' 1' 1' 14' 31' 48' 75' 98' 119' CIVIL ENGINEERS LAND PLANNERS 6" 2' 4' 8' 19' 42' ~ ~ ~ sET ToP of vAEVE Box 20 1 1 1 2 22 40 69 94 116 TO FINISHED GRADE LANDSCAPE ARCHITECTS 4. •av N 8" 2' 5' 10' 24' 55' EXTENSION sTEM WITH _ 24 1 1 1 1 11 31 63 89 111 2" SQ. WRENCH NUT i.j .:N:, i:`• '•h~ .1 :y,.}+ t :Sir •i+~ ~ 10" 3' 6' 12' 29' 66' AND UPPER GUIDE : 2820 Marquesas Court Wfi ~ ~ ~ RESTRAINT LENGTHS ARE MEASURED FROM THE REQUIRED FOR MORE _ 12 3 7 14 34 77 CENTER LINE OF THE TEE ALONG THE BRANCH FOR CAUTION BUIRED WATER LINE BELOW CAUTION BUIRED WATER SINE BELOW Windermere, Florida 34786 fl „ , THE DISTANCE INDICATED. A MINIMUM OF 5 FEET OF THAN 4' DEPTH 4 ~ Tel: (407) 405-7819 16 4 18' 42' 99' RESTRAINED PIPE MUST BE INSTALLED ON BOTH RUNS 18"x 18"x4" CONCRETE BOX SHAEE NOT -TE Fax:(407)876-3751 20" 5' 10' 21' 50' 119' OF THE TEE. GRIP RING RESTRAINTS TYPE REST ON VALVE COLLAR WITH #4 REBAR EBAR Project Manager Issued or: ~ ~ ~ ~ RESTRAINERS ARE REQUIRED ONALLJOINTS. OR PIPE ADJUSTABEE 24 6 11 24 58 139 VAEVE TYPE VAEVE BOX 36" MIN. 36" MIN. K. FISCHER As sPECIEIED) (CAST IRON) RESTRAINT LENGTHS ARE MEASURED FROM THE CENTER LINE OF THE FITTING ALONG THE PIPE IN Engineer: BOTH DIRECTIONS (EXCEPT DEAD ENDS). MECHANICAL JOINT KGH VALVE 14 THHN SOLID COPPER Technician: TRACER WIRE TO BE WATER WORKS BRASS NOTE, KGH AND FITTINGS BACKFLOW PREVENTER-TYPE Standard Non-Detectable Warning Tape Water Line Tape is 3" Wide and Blue With Black Lettering R A5 REQUIRED BY UTILITY TO BE PROVIDED BY CONTRACTOR Sewer Line Tape is 3" Wide and Green With Black Lettering Force Main Tape is 3" Wide and Brown With Black Lettering TYPICAL VALVE AND VALVE BOX DETAIL v~~eA METER BOX AND LID UNION UNION t a~~NrtA SET TO FINISHED GRADE. R W.S. DETAIL 6-9-OD BY DT I, N PIPE IDENTIFICATION AND WARNING TAPE N~I LJ, 4" TO 6° 12" TO 30" CITY OF BALL ABOVE vAEVES A POSITIVE DIELECTRIC coNNECTION sHALL BE MADE BETWEEN ~~pR~O~' VALVE. VALVE BOX AND COVER CURB GRADE FINISHED ALL GALVANIZED AND BRASS COMPONENTS. GRADE 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE WINTER SPRING APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALL T S. ~ ~ ~ ~ ~ I-~ ~ INT BFP AND PIPING WITH A PRIMER SUITED TO BASE MATERIALS. I I FINISH WITH TWO COATS B U OR BLACK EXTERIOR ENAMEL. 4 0 LLA E B C E N SHALL BE TESTED ACCORDING TO THE CITY OF WINTER SPRINGS ~ REQUREMENTS BEFORE THE METER INSTALLATION CAN BE APPROVED FOR USE. CURB STOP 5. FOR ROADWAY CROSSINGS, ALL POLYETHYLENE SERVICE LINES LOCKING TYPE SHALL BE INSTALLED IN A SCHEDULE 40 PVC SLEEVE. METER THE SLEEVE SHALL HAVE A NOMINAL DIAMETER DF A UTILITY / MINIMUM OF 1 INCH LARGER THAN THE SERVICE LINE ~ DR9 POLY - PE 3408 2" DIAMETER DIAMETER, euT Nor EXCEEDING 4 INCH NOMINAL DIAMETER. THE SLEEVE SHALL EXTEND A MINIMUM OF 12 INCHES. BEYOND THE OUTSIDE EDGE OF THE ROADWAY PAVEMENT PUBL 1 C WORKS CORP. STOP DOUBLE STRAP SADDLE AND/OR CURBING. SEAL THE ANNULAR SPACE AT THE ENDS OF THE CASING USING AN APPROVED, NON-SHRINKING, MIN. 25 YEAR, SILICONE CAULK. COMPOUND 6. POLY SERVICE LINE SIZE SHALL BE 2 INCH. 3/4" 1" 1 1/2" & 2" WATER METER & WATER MAIN ~ ~ BACKFLOW PREVENTER HARTMAN LANE COMMERCIAE, INDUSTRIAE, AND MUFTI-FAMIEY SERVICES ~nsioNs FIRE DEPARTMENT Description Date By 1 , GATE VALVE CONNECTION (FDC) 1 CITY COMMENTS 5/20/05 KTC 2 CITY COMMENTS 6/19/05 KTC 2 REQUIRED ( ) 3 CITY COMMENTS 7/20/05 KTC ~oIEEO TRACING WIRE CONCR TE SLAB ~YPICAE) a ~ a ,a d Q ,a , a~a ' a d a Q ~ ,d m „ 4 ~ Q ~ 4, ~ ad Q 6" STANDARD HYDRANT ~ ' a • ~ , 2 1/2" HOSE WITH 5 1/4" OPENING NpZZLES Gd CAP CHAINS TAPE BREAKABLE 0 0 BARREL CpUPLING pNE PUMPER pUTLET NpZZEL ~ ~ - - pR FLANGE pN STREET SIDE ~ DOUBLE DETECTOR z W CHECK VALVE ~ GATE VALVE FINISHED PRpVIDE CONCRETE COLLAR x P.O.S. BACKFLOW PREVENTER GRADE IN PAVED AND UNPAVED AREAS i ~ ~v TEST COCK (TYP.) GATE VALVE UTILI T Y 18"X18"X4" CONCRETE COLLAR WITH #4 REBAR THREADED UNION TAPE 14 THHN SOLID COPPER , NIPPLE ~TYP.~ CAST IRON BOX 3'-D" MIN (2 REQUIRED) DETAILS COVER FDC 90 ° BEND DRAIN VALVE 6" MECHANICAL JOINT TRACING WIRE GENERAL- NOTES: GATE VALVE Z X z Q (2 REQUIRED) Date: SHALL BE PLUGGED ~ Q SYSTEMS-TRACING WIRE SHAFT ATEOW ~ ~ ~ 1. PIPE FINE TRACING WIRE IS TO BE 2. roject # INSTAEEED ON AEE POTABEE WATER TRACABIEITY OF AEE PIPE BRANCHES N INCEUDAG THOSE FoR HYDRANTS. FINAL GRADE ~ c° RECLAIMED WATER AND SEWER TRACING WIRE SHAEE BE INSTAEEED FORCE MAINS. ovER THE ENTIRE EENGTH of THE MAIN ~ NOTES LACKING 6 HYDRANT ///~~i,, ~ cale: Drawing Number: AND SECURED TO THE MAIN EVERY ~/T ADAPTER AND HYDRANT 5 FEET WITH ADHESIVE TAPE. WIRE 1, THE HYDRANTS ACCEPTABLE TO THE " X90°®02.04e?1g TEE, pR 3/4 TIE ,,~~j~,//~ 18 [ SHAEE EXTEND A MINIMUM OF 12 ABOVE CITY pF WINTER SPRINGS SHALL RODS CMIN 2 PER ~ 18 DIAMETER B Y 6 ~ ~ ~i~/jig NT GRADE AT EACH INTERUAE AND SHAEE 0 R 1 QR BE EITHER THE CLAW # 42 MEDALION CONNECTION PIECE) ~NTe OR 18" x 18" x 6" sheet Number: ~ BE COIFED AND PLACED IN A VAEVE BOX AMERICAN DARLING B84B pR THE ~ R CONE p ~ t FROM CONCRETE COLLAR FIRE FOR EASY ACCESSIBILITY. MUELLER A-423, ~ ~ WITH " CTING PIECE MAIN WITH #4 BAR ALL AROI v 3. ON DEAD END MAINS THE TRACING WIRE Z, HYDRANTS SHALL BE PAINTED SHERWIN WILLIAMS ~ AROUND (2 REQ'D.) SERVICE SHALL BE PEACED IN A PROPERLY (DENT- I DUSTRIAL SAFETY YELLOW, IFIED PVC VAEUE BOX AT THE END OE " ~ THE RUN. 3. GRIP RING pR STRAINTS MAY ~ORIO C E C K VA ~ ~ ~ S ~ M~ ~ Y Kimberley gH~lS~iOscher, P.E.# 56942 USED IN PLACE pF ALL THREAD RODS ~OR ~ NOT VALID UNLESS SIGNED & EMBOSSE TRACING WIRE CONNECTION FIRE HYDRANT ASSEMBLY BY A REGISTERED ENGINEER MANHOLE WALL TRANSITE COLLAR TEE ENCASED IN NON- 1/2 PIPE DIA a ~ SHRINK GROUT FLUSH WITH {~4,.,~, BRICK & MOTOR DAM 6""'~'~'~'' MANHOLE WALL ;'y;;:~`;~~"~•• I N ETU E NT PRECAST fir: Bd SEWER rLn ANHOLE ( sEE NOTE 1) coMPncTEO eacKFl~~ THIS PaRTION ro aE coNCRETE BA E TROwEE-FINISHED INLET CONNECTION d'~',~~',a', CONCRETE ENCASEMENT WALL ~'ti^!'+~'m N ,r~~P,r OE VERTICAT PIPE "~+:r~a;. coMPacrEO ~ aR oTDFR FINISD cur AND RFMOVFO coNCRETE BENCHING ~ auTSIDE AS REQUIRED INSIDE ~ WALL b SELECT - I l) COMPACTED SCREENED FINISH WALL MATERIAL - B~ BACKHLL PRE-PRIMED MANHOLE INVERT ;s'r''~'~' DROP PIPE MANHOLE PVC R 6X6-6/6 W.W.F. SEE MANHOLE JOINT SURFACES CONNECTION _ , 'r2~~ 90° BEND INVERT OR ~ _ ~~OAF ~ S~~e~ DETAILS PRE-PRIMED ~ RE-MOLDED ~~~~~'~~~,y!~~'~~~ Bc/4 (6" MIN.) AS ~ ~ ' r r r r r r errs r' r•rr r 'fir,' r, DIP ~"ib{4;$. 'Ar~!Y.*rr,~i , d.,.' r ' r y! r r r r. p r r , 4 , r a,+ +J/.y~ ~,i ~r,r rr,;~f r,;,Y r ~rrr r, ir, ,r „!~r r''\' a? ~ REQUIRED - ~I - JOINT PLASTIC JOINT ~~r',~,',~,;+,'~~5 ~ ~ - SURFACES SEALED WITH ~'r~~'~ ~~'t ~'k~~'~ SHETE TO BE INTEGRAT m ~ a ~ _ ~ - PROTECTIVE 6" MIN. WITH PRE-CAST BASE 12" BRACING QE s~ WRAPPER CONCRETE E s~ F (WRAPPER TO 4' CONCRETE MIN. ~ = BE REMOVED FORCEMAIN ,CONNECTION N~/VEER/NG DROP C0~ DROP CONNECTION ~'•"4 ~ • b~"~;;r a COMPLETED Bc/2 / Bc/2 = - JOINT WITH SQUEEZE-OUT Bc 4 4" MIN. COMPACTED BACKFILL SQUEEZE-OUT Bc/a ' / ( ~ As sPFCIFIFO FoR 1z jf'AAI•'• (4 MIN.) - UNDISTURBED BEBDING TYPE. MIN. SHEETING SOIL 1k.!,ih•~ PRECAST MANHOTE WATT STAINTESS STETT PIPE BELL / COMPACTED GRANULAR SET COVERS FLUSH IN PIPE CTAMP /NC Bc/4 (6° MIN.) ~ BEDDING MATERIAL PIPE BELL PAVED AREAS & AT CONCRETE CRADLE CONCRETE ARCH + ELEVATIONS SHOWN IN MANHOLE FRAME & COVER STAINTESS STEET BOUND ~ ENCASEMENT UNPAVED AREAS. (SEE STANDARD DETAIL) NOTES: EITT WITH GROUT FRAMES BEDDED IN MORTAR 1. PENETRATION TO EXISTING o ExISTING Pvc oR CIVIL ENGINEERS _ _ MANHOLES SHALL BE CORE Bc BORED aTT BE coRE MANHOTE INVERT DIP LAND PLANNERS 2 COURSES OF BRICK MIN. Bd 4 COURSES MAX. z. aursloE DROP coNNECTION RBSUENT ~~NyeA LANDSCAPE ARCHITECTS CONNECTION e~`• CONNECTOR CLASS "A" BEDDING-SPECIAE CONDITIONS (sEE NOTE 1) 1'-6" MIN ~ SHALL BE REQUIRED WHENEb 3'-0" MAX z'-B„ w AN INFLUENT SEWER S LOC D ~ ~ > TINO FEET OR MORE ABOVE UIRED WHENEVER ~ SEWER Is TocATED 2820 Marquesas Court MORE ABOVE THE TYPICAL CONNECTION ~ to Windermere, Florida 34786 PROTECTIVE coNCRETE sLA6 sHEETEO TRENCH MAIN INVERT CHANNEL HANNET Tel: (407) 405-7819 0 EPOXY COAL TAR COATINGS ~a Fax:(407)876-3751 PER SPECIFICATIONS ~ SPECIAE DETAIE W.S. Detail s-s-oo "R~ORpK Project Manager Issued or: 5"MIN Q BENCHAG PER TY SPECIFICATIONS STANDARD COVER AND FRAME DETAIL TYPICAL MANHOLE CONNECTIONS K. FISCHER D o Engineer: REINFORCEMENT & JOINT ip" ro w DETAIL TO BE DESIGNED BY ~ 1" o w KGH THE ENGINEER & APPROVED ~ 25 3~4" BY THE CITY OF RI G Technician: Bd fi° - MIN. 1116" ~I I I I ~ ( ) _ _ III , , / FINISHED GRADE AT R/W LINE KGH SEE NOTE 1 i IIII~~ 1 1 4" f ~Jw QQJ ~ - 8" MIN. ?u? u? ~~m - coMPACTEO ~ • • ® ® ? ? ? ? ? ~ - aoa ~ao e - BACKFILL BEDDING AND TRENCHING NOTES M ~ ~p~m~o ° ° ° ° ° ° o w o - 9' ~a°~~~~oe o 000 o tl~~o00 ~~®e 9.. z>~ Bc a o a e o ? ? ? ? ? ? ? 0 w ~Q`~ ~ 9„~ eEODING ~ g„ SANITARY - coMPncTFO I. Bc =PIPE o.D. I I RocK SELECT Bd =TRENCH WIDTH AT TOP OF PIPE 2" MIN. SEWER CLEAN DUT RING &CHVER ING & COVER / ih MAX. Bd = Bc + 24" ° ° ° ° ° ° ° U. S. F. No. 7621/RUSSCD C7i N z MATERIAL CAST-IN-PLACE PRECAST MONOLITHIC ~ z w ~ ~ MIN. Bd =MAX. DIM. OF BELL + 8° UNSHEETED TRENCH) ~ CONCRETE BASE BASE ~ ? ? ? ? ? ? ? FINISHED GRADE 7621/RUSSCD C762 CTD ACCOMMODATE SOD) CITY OF ~ z J MAX. DIM. OF BELL + 12" SHEETED TRENCH) COVER TO HAVE NON- 1" CTD ACCHMMHDAT 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE PENETRATING PICK HOLES AS REQUIRED TO REACH SUITABLE FOUNDATION FOR NON- PAVED SURFACE BACKFILL + ~ Bc/2 CUSHIONING MATERIAL, DEPTH SHALL BE 6" BELOW BOTTOM 2° I, r - OF UTILITY. NOTES: (95% PR?CTOR STANDARD) 4' D, I, W?NTER SPRING 3. SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT ~ uNDlsruRBE? _ r r SEE NOTE 2 IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL , A soli - - REMOVAL. WHERE DRIVEN BELOW PIPE INVERT SHEETING SHALL I P ~ ~ r r BE CUT OFF A MINIMUN OF 12° ABOVE TOP OF PIPE OR HIGHER 2" 24 / / PIPE BELL _ AS AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE, IN NO 1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF ~ ~ ~ ~ ~ PIPE Z?NE 6' ~ ~ MIN, AB?VE ELB?W CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30" INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF ~ ~ ~ ~ 0.6 ec (TOraL) COMPACTED GRANULAR BELOW SURFACE GRADE UNLESS SPECIFlCALLY APPROVED. THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. ~ , ~ ~ ~ 4' T? 12" MAX, FILL BEO?AG MATERIAL 7" ~ / / / BRACING SHALL BE APPROVED AS RE UIRED. ~ ~ ~ ~ ~ ~ Q 2 AN ACCEPTABLE ALTERNATE PRECAST TOP MAY BE A FLAT ~ ~ ~ ~ ~ ~ MATERIAL BETWEEN LATERAL j AND TRENCH WALL, NORMAL TRENCH GRANULAR BEDDING 4. PROTECTIVE CONCRETE SLABS ARE REQUIRED WHENEVER SLAB 6" MIN. THICKNESS. 27" DEPTH OF COVER IS LESS THAN 36 AND IF APPROVED BY THE 3. FRAME WEIGHT TO BE 220 LBS. ~ ~ ~ UTILITY• 4. COVER WEIGHT TO BE 170 LBS. ~ ~ ~ ~ ~ 5. BACKFILL TO BE COMPACTED TO 98% DENSITY OF 36" ~ ~ ~ 5. COVER TO BE MARKED: SANITARY SEWER ~ AASHTO T180 MDTIFIED PROCTOR IN AREAS TO BE PAVED ~ AND 95% IN OTHERS. 6. WEIGHTS TO BE STAMPED ON FRAME AND COVER. FRAME AND COVER TO BE TRAFFIC / \ \ - 7. FRAME AND COVER TO HAVE MACHINED SURFACES. ~ CEASS B BEDDING NORMAE CONDITIONS ~ ~ / / BEARING U.S. FOUNDRY #227 OR EQUAL. ~ ~ ~ . ~ A' V' ~~\~V' PIPE Z?NE PER 10" DI BANANA BEND ?R \v vv~ /r , ~ ~ SWEEP SECTI?N C 4' D, I, ) THREADED P. v. c. PLUG CLASS I, I I, I I UTILITY ~ C1°"xl°"x4"D. I.) PUBLIC WORKS PIPE BEDDING & TRENCHING DETAILS PRECAST CONCRETE MANHOLE N?TE~ 6d P. v. c. cLEANDu P. V. C. CLEANDUT 40" SERVN?CETC??NNECT?IONSDETAILATED IN COMPOUND CLASS I MAT, BEDDIN NHTES~~ SHALL BE 95% PROCTOR 1. CLEANDUTS TD BE LHCATED IN GRASS AREA WHENEVER PHSSIBLE~ SEAS TALL I~ISEI~ C®NNECTION HARTMAN LANE ~~DOWNSTREAM'~ ~ AS REQUIRED 2 CLEANDUTS SHALL NHT BE INSTALLED IN TRAFFIC LANES DR AREAS UNDER HEAVY TRAFFIC LUADS EOT EINE 3. THE CHVER TD BE MARKED °S"~ 4. CLEANDUTS TD BE INSTALLED PRIOR TD WATER METER RELEASE CFOR DEPTH TO INVERT OF 10 FT. ?F GREATER) N. T. s. REVISIONS 5. ND 90° BENDS SHALL BE USED FHR CLEANDUT INSTALLATIDN~ X Z 6. THE DEVELOPER/PRHPERTY HWNER DR ASSIGNEE SHALL BE RESPHNSIBLE ~ ~ „Y„ BRANCH WITH SPU FHR CEANDUT INSTALLATION PRIOR TD WATER METER INSTALLATION AS 1NSIB1-E EXISTING PAVEMENT ~coNCRETE 2" ABOVE PAVEMENT Description Date By SPECIFIED BY THE DEPARTMENT -ION AS TEE FITTING F?R D, I, SEWER 1 CITY COMMENTS 6/19/05 KTC i0 ~ ~ 30~ CURVE 7. A CHNCRETE CULLAR MAY BE REQUIRED IF CLEANDUT IS LHCATED BETWEEN NOTES; DRIVEWAYS SPECIAL CUNSTRUCTIUN DETAIL WILL BE REQUIRED D BETWEEN 1. ~~II ~ ° ~ 1. ARTERIAL ROADWAYS- TYP I ~~E~~D~T 1 ~ST~~~~T 1 0~ IV USF RING AND COVER SERIES 170-BJ. HEAVY DUTY LOAD RATING. COVER 18" CAST IRON VALVE COVER BOX WEIGHT 217#, TOTAL WEIGHT 372#. 6"X 4' DOUBLE WYE WITH 6" SANITARY SEWER 2, RESIDENTIAL ROADWAYS- 4" CAST IRON RISER CLEAN OUT INSTALLED TO 3' SEWER MAIN ABOVE GROUND SURFACE SIZE VARIES USF RING AND COVER SERIES 170-J. HEAVY DUTY LOAD RATING. COVER WEIGHT 150#, TOTAL WEIGHT 305#. ~~AN ~ RAISED 1 1/2" LETTERS FLUSH WITH TOP OF COVER N. T. S. LABELED SANITARY OR STORM AS APPLICABLE 2334" , Clean Out is to 3 MIN. / 1 1 4' be placed at GROUND LEVEL ground level after TV ins ection 8c P acceptance by the FRAME & SOLID LID NEENAH No. R-1974-A CRDUND) DR utility department. APPROVED EQUAL, WITH cl-EAR UTILI T Y MANHOLE COVER TYPE BJ UPENING EQUAL TU PIPE I. FINISH GRADE C TYP) 23 3/4" 6" MINIMUM 1 1/4" 45° P. V. C. BEN DETAIL S covER FINISH GRADE P. V. C. P I ~ P. V. C. WYE MANHOLE COVER TYPE J SLHPE rD covER 4. 4 ° TTOw TTOw ~ TTOw Date: C 22 1/4" SLHPE TD MATCH a GRADE a a a a ~ a a Project # SEWER MAIN 0 45 NOTE: SIZE VARIES a 45° P. V. C. BE ~ ~ ~ 6" C TYPO ¦ 6" a SERVICE CONNECTION DETAILS cHNCRETE ENCASEMENT SHOWN 15 FOR A DOUBLE PVC CONCRETE ENCASEMENT PIPE AS INDICATED Scale: Drawing Number: TRHWEL FINISH SERVICE A SINGLE WYE WOULD 6° MIN. A~~ AROUND oN PTANS X90-002.04e?1g PLAN SLHPE INSrAL~ATIDN ATIDN TERMINAL CTEANDUT IN-LINE CTEANDUT BE USED FOR A SINGLE SERVICE 24 1~2" ~~~~0~~ 30 1~4" C~~~~DUT D~ I ~ 1 ~ 1 I ~ I ~ ~~UED ~RE~S Sheet Number: 1NT~' USF 170 MANHOLE RING ~ R ~ eR ~ s t Q ~-z2-o~ 0 8/5/05 V * v " Kimberley Hall Fischer, P.E.# 56942 CLEANOU LEANOUT DETAILS NOT VALID UNLESS SIGNED & EMBOSSE SEWER LATERAL DETAIL MANHOLE FRAME & COVER ' pK '"coA~o~' - - ~OR W.S. Detall 6 9 00 BY A REGISTERED ENGINEER :J~ fi~~~ ~~z ti~ .r,;Stiff;r ,+~r Y5'S~}Y~i ~ NG/NEE//NG ~•~a a•e ~:;,s~~. ;Aare ttY~!", W ~a{~.I~r'7. PART 1 -GENERAL ALUMINUM ACCESS HATCH The following components shall be mounted through the Innerdoor: Nameplates for the innerdoor shall be of a graphic design, specifically depicting ~ COVER (LOCKABLE) CIVIL ENGINEERS Furnish and Install two grinder umps to deliver GPM against a total head of 2 feet Total Dynamic Head 1 ea. Main Circuit Breaker the intent for each device. One nameplate shall be supplied for all control LAND PLANNERS Pumps shall be capable of handling domestic wage with 1 ea. Emergency Circuit Breaker devices. One namplate shall be supplied for all power devices. All text and s.s. HiNCES ,.A.. „A" FIBERGLASS WET WELL FIBERGLASS VALVE BOX (LOCKABLE) LANDSCAPE ARCHITECTS minimal main Hance. The motor shall be~ HP, 10 RPM, 1 ea. Mechanical Interlock for main breakers graphics on each nameplate shall be scratch resistant. The nameplates shall H-20 LOAD RATED EMERGENCY PUMP OUT VOLT/ 12 PHASE/ 60 HERTZ. 2 ea. Motor Short Circuit Protectors be fabricated from laser-screened laminated mylar. 1 ea. Control Circuit Breaker Nameplates for the backpanel shall be of a graphic design, specifically W/ QUICK CONNECT CPLG. 2820 Marquesas Court Pumps, control system, and FRP 2 ea. Hand-Off-Auto selector switches depicting the Intent for each component. One nameplate shall be supplied for Windermere, Florida 34786 (fiberglass reinforced polyester) wetwell shall be LSMCo Grinder Pac. 1 ea. Sequence selector switch, I -Auta-2 each component. All text and graphics on each nameplate shall be scratch Tel: (407) 405-7819 provided and manufactured by Lift Station Managemen o., nc. 1 ea. Alternator Test Switch resistant. The nameplates shall be fabricated from laser-screened laminated of Longwood, Florida 32750 Ph (407) 265-9963 2 ea. Pump Run Pilot Lights mylar ~ ~ Fax:(407)876-3751 1 ea. Power On Pilot Light MISCELLANEOUS: z" Pvc DRAIN uNE PVC DISCHARGE rode anager ssue or: Contract award shall be on the basis of the base bid LSMCa/Grinder Pac 4 ea. Float Indicating Pilot Lights All wirin on the back anel shall be contained within wirin duct. "B" ~ ~ . Alternative deductive systems shall be considered only 2 ea. Seal Failure Pilot Lights g p• g 0 LINE K. FISCHER after contract award. Alternative deductive s stem must be s ecified 2 ea. Ela sed Time Meters All wiring between the innerdoor and the backpanel shall be contained within a Y p P plastic spiral wrap. at bid time. The contractor shall reimburse the engineer for 1 ea. GFI Duplex Convenience Outlet ~ ~ Engineer: additional expenses to review alternative system. Any savings shall Each wire shall have a wire number at each end to correspond to the asbuilt VENT be shared with the owner. COMPONENT SPECIFICATIONS: drawin for field troubleshootin . KGH All circuit breakers shall be molded case thermal ma netic. Circuit breakers The control anel shall be assembled b an Underwriters Laboratories UL508 9 P Y Technician: Due to the superior corrosion resistance and leak proof design shall be sealed by the manufacturer after calibration to prevent tampering. listed manufacturing facility. of fiberglass, a concrete wetwell will NOT be permitted. Each breaker shall be adequately sized to meet the equipment operating 2.03 FASTENER and APPURTENANCES- All fasteners liftin cables float PVC DISCHARGE The entire lift station s stem shall be su lied b the um conditions. g ' KGH Y PP Y P P cable bracket and appurtenances shall be made of AISI 304SS or ~>C~• supplier and certification of supply will be required. The mechanical Interlock shall prevent the normal and emergency main other material inert to the highly corrosive atmosphere of a sewage breakers from being energized at the same time. The interlock shall be lift station. Hinges for the wet well and valve box shall be AISI NOTE: PUMP CoNTF TE: PUMP CONTROL SHALL BE LOCATED 3 FEET FROM WET WELL PERIMETER Anv Deviation in the Specified Bid Procedure will result in automatic fabricated from aluminum or stainless steel. 304SS minimum. OPTIONALLY rejection of alternative systems and will require base bid system An emergency generator receptacle shall be supplied In accordance with DEP An aluminum slide/latch assembly shall be provided for holding OPTIONALLY AT "A", "B", OR "C" to be supplied. standards. The generator receptacle shall be adequately sized to meet the the doors open on both the wet well and the valve box. L equipment operating conditions, Slide rails shall be SCH 40 AISI 304SS pipe. LIFT STATION PLAN All rnotor short circuit protection devices must provide for undervoltage release Pump lifting devices shall be made of AISI 304SS (min.) cable and class 10 overload protection on all three phases. Visible trip indication, test (1/4 min) or 304SS chain of sufficient size, with safety factor to 2" SIZE 2" GREEN VENT CITY OF EN VENT FIBERGLASS VALVE BOX FRP VALVE BOX and reset capability must be provided without opening Inner door. handle safely the specific pumps. AISI 304SS (mm.) pump lifting (z-3) FiEEO iNSraE~EO w/ BRONZE Buc scREE ~zF euG scRFF FLEX COUPLINGS SHALL BE USED ( 40 " x 30 " x 24 " o) ( 16 " X 12 X 12 D) wl NTER SPRING PRODUCTS Open frame, across the line, contactors shall be rated per IEC standards and bails shall be provided. NNOCNOUrs FoR ON ALL PIPING BETWEEN WET WELL properly sized per the motor requirements. Contactors shall provide for safe 2.04 H-20 FIBERGLASS WETWELL w/ LIFTING LUGS EEECTRicAE coN~uiTs .GRINDER PUMP -Pump shall be touch power and control terminals. Contactor contacts and coil shall be easily The fiberglass wetwell must be H-20 load rated w/ integral lifting lugs, & VALVE VAULT EMERGENCY PUMP OUT Model with an integrally replaceable without removing the contactor from its mounted position. EE. ~ 4" SCH 80 PVC W/ QUICK CONNECT CPLG. FIN GRADE built grinder unit and submersible type motor. The pump and certification of this rating must be supplied at time of submittal. A lightning arrestor to meet or exceed the requirements of ANSI/IEEE Std. The wetwell shall be manufactured of fiber lass reinforced shall be mounted in the FRP basin by a dual slide rail ANSI/IEEE Std. C62.21-1984 section 8.6.1 and 8.7.3 shall be supplied by electrician g in such a way that solids are fed in an up-flow and mounted on the bottom side of the switch disconnect ahead of the pump polyester (FRP) of diameter and depth as shown on the lift station caBEE HoEOiNc INTEGRAL LIFTING direction to the grinder impeller with no feet or other control panel. elevation detail. The wall thickness shall be adequate BRACKET ABLE HOLDING 14" LUGS 14" RACKET obstruction below the grinder inlet. (ss.) ..s.) 4 "PVC z A voltage monitor shall be supplied for single phase service. The voltage for the depth of the wetwell to maintain the H-20 load rating. The grinder unit shall be capable of macerating all monitor shall be designed to sense a low voltage condition. The relay shall de- Reinforcing Materials: The reinforcing material shall be commercial (SDR-25) material in normal domestic and commercial sewage energize the motors when the line voltage drops 15~ below the relay setting. grade "E" type glass in the form of mat, chopped or roving fabric, 6.75' / DISCHARGE LINE including reasonable amounts of foreign objects such as The voltage monitor shall be protected by dual element fuses. ss uFTiNc having a coupling agent that will provide a suitable bond between caBEE S5 LIFTING L// CABLE ! CAST IRON wood, plastic, glass, rubber, sanitary napkins, A phase monitor shall be supplied for three phase service. The phase monitor the glass reinforcement and the resin. disposable diapers and the like to a fine slurry that shall be designed to sense a low voltage, phase loss, power failure and PLUG ~ALVE UTILITY / will pass freely through the pump and the discharge pipe. improper phase sequence condition. The relay shall de-energize the motors Additives, such as thixotropic agents, catalysts, promoters, etc., may FLANGED CAST IRON PUBLIC WORKS upon a conditon fault. The phase monitor shall be protected by dual element be added as required by the specific manufacturing process to be PLUG VALVE „T„ The pump motor shall be of the submersible type. Single fuses. used to meet the re uirements of this s ecification. phase motors shall be of the capacitor start, capacitor q P EE. 2" PVC DRAIN "P-TRAP") FLANGED CAST IRON COMPOUND run type for high starting torque. The control system shall be designed to operate the floats at Intrinsically safe Fillers and Additives: Fillers of any type shall not be utilized. CHECK VALVE voltage levels (5V ®100 microamps). Each input shall cause a contact closure e„ iN~ET 48" Stator windings shall be of the open type with Class F to start and stop pumps as well as energize alarms. EiEEO ilvsrAEEE~ 48" INTEGRAL SLOPE FOR PROPER DRAINAGE 2' MIN. insulation for operating in air or clean dielectric ail that The du lex alternator shall be the solid state t e. The alternator shall switch lubricates bearings and seals and cools the windings, P YP PART 3 -EXECUTION. 4" SCH 80 PVC Motor stator shall be pressed into housing for best each pump to lead upon a single complete cycle and shall provide for lag 3.01 INSTALLATION -shall be in strict accordance with the manufacturer's alignment and maximum heat transfer. pump operation upon level rise. HARTMAN LANE instructions and recommendations in the locations shown on the A heat sensor thermostat shall be attached to the to The design logic for this system shall Include float failure detection. Upon a float drawing. g.9g' ss PuMP P failure, the logic shall automatically compensate for the loss by removing the 3,02 INSPECTION AND TESTING - A factory representative shall be EIETIN~ BaIE end of the motor winding and shall be connected in failed float from the circuit and electrically re-position the floats for a fail safe rovided for one 1 da and shall have cam lete knowled a of SLIDE RAILS ( 1" "SCH 40 AISI 304S5 PIPE) i~Vi~s series with the magnetic contactor coil in control box P Y P g Description Date By mode. As an example, If the STOP PUMPS float failed, the START LEAD float ro er o eratian and maintenance to ins ect the final installation to stop motor if motor winding temperature reaches 200 would become the "STOP PUMPS" float the "START LAG" float would become the P P P P 1 PUMPS, WELL & CONTROLS 5/20/05 KTC degrees F. Thermostat to automatically reset when ~ „ and supervise the test run of the equipment. START LEAD float and the HIGH LEVEL float would become the START LAG/ coNTRACroR motor cools. Two heat sensors are to be used on 3 HIGH LEVEL "float. Further if the "STOP PUMPS" and the "START LEAD" floats failed Megger the motor. The pump motors shall be megged out prior INSTAEE phase motors. ~ to startup to ensure the insulation of the pump motor/cable GROUT l , s : 1 Q 2 CITY COMMENTS 7/20/05 KTC PUMP DISCHARGE WITH SEALING FLANGE TOP EL. 1 the START LAG float woud become the STOP PUMPS float and the HIGH LEVEL system is intact. The common motor pump and grinder shaft shall be of would become the START LEAD/START LAG/HIGH LEVEL float. sEOPE CONCRETE GROUT AS REQ'D AISI 416 SS threaded to take pump impeller and grinder The Control Module shall be ro rammable to start both um s simultaneous) eve The pump controls and pumps shall be checked for mechanical P g P p.. „ Y ry reliability and proper operation. BY ENGINEER TO PREVENT 24 hours to increase pump discharge velocity and to provide WIPE DOWN FLOTATION 3.0 Y03 INVERT EL. of wetwell wall PUMP DATA CHART ° o MAKE MONOLITHIC POUR + + wITH BOTTOM sLAB INLET H.L.A. EL. ~ d I A lag pump time delay shall be supplied to prevent both pumps from simultaneously starting after a power outage. The time delay shall be set at 10 PRIMARY PUMP CAPACITY 82 GPM EE Q DUPLEX PUMP CO TROL PANEL -Pump control panel shall control ~ + seconds minimum. + 0 0 o a o - 2ND PUMP ON EL. HP, 12 / 12 60HZ pumps. ~ PRIMARY TDH 71.3 FT ° o ° ° o The enclosure An alternator sequence (1-Auto-2), three position toggle type selector switch 2 ~ ~ + shall be NEMA 3R minimum 24" hi h x 20" wide x 8" dee fabricated shall be supplied to manually overide the alternator. In the I positon, motor #1 ~ SECONDARY PUMP CAPACITY same GPM o +b o ~ o + ~ ~ ~ D 1ST PUMP ON EL. OO from type 304, 14 ga. stainless steel with padlockable draw latches. shall always be the lead motor. In the 'Auto' positon, the motors shall sequence ® SECONDARY TDH same FT , The enclosure shall have external mounting feet to allow for wall to become the lead motor. In the 2 positon, motor #2 shall always be the lead PEAK INFLUENT FLOW RATE 15.4 7 7' motor. ® GPM mounting. All hardware shall be stainless steel. All conduit penetrations PUMPS OFF EL. O shall have approved seal off fittings and shall be properly sealed to An alternator test switch to let a shall be su lied to test the alternator ® PUMP CYCLE TIME 44.7 MIN. coNCRFTF BASE sEAe As E BASE SLAB AS PER ~ BASIN ANTI-FLOTATION FLANGE ATIONS W/ # 4 REBAR 18" O.C. Q prevent gas from entering enclosure. 99 YP PP sPECiEicATiolvs w/ y 4 R circuit, 70 PUMP SYSTEM MANUFACTURER ELEVATION CHART ~ BOTTOM EL. The fallowing components shall be mounted through the enclosure: Hand-Off-Auto, three position toggle type selector switches shall be supplied for ® PUMP MANUFACTURER BARNES 1 ea. Red Alarm Beacon each motor. 4SE LIFT STATIC ® PUMP MODEL N0. a0 TOP OE WETWEEE 21.00 1 ea. Alarm Horn STATION SECTION 1 ea. Generator Receptacle with weatherproof cover A red run light shall be supplied for each motor. The pilot light shall illuminate ® R.P.M. 3450 a0 ToP of vAEVE Box 21.00 SEE ELEVATION CHART FOR Q THRU Q 1 ea. Silence Pushbutton each time the motor Is called to run. © HORSE POWER 5 ©INEET INVERT 14.25 EMFR~E EMERGENCY POWER RECEPTACLE LEVEL CONTROL LIFT STATION A yellow seal failure light shall be supplied for each motor. The pilot light shall 02 ELECTRICAL-VOLTS/PHASE 230 V/ 1 ~ ©HIGH LEVEL REARM 14.25 MUST B MUST BE PROVIDED IN PANEL The backpanel shall be fabricated from .125, 5052-H32 marine alloy illuminate upon detection of water In the seal chamber of the pump. 13 PUMP DISCHARGE SIZE 4" d nd 13.75 O O 2- PUMP ON aluminum. All components shall be mounted by machined stainless Each motor shall have an elapsed time meter to record the accumulated running st BATTER steel screws. Self tapping screws are not acceptable. time. The ETM shall be a 2" diameter, non-resettable, six di it, total) ® IMPELLER DIR. 4.87" e0 ~-PUMP ON 13.25 MUST E BATTERY BACK-UP ALARM MUST BE PROVIDED 9 Y The following components shall be mounted to the backpanel: encapsulated unit. f~ PUMPS aFF 11.51 SWITCH DISCONNECT ELEGTRIG METER DETAIL S A red pilot lighf shall be supplied for each float. The appropriate pilot light shall O9 BOTTOM OF WET WELL 11.01 CONTROL PANEL ~caNTRACTaR 2 ea. Motor Contactors illuminate each time the float switch closes. 2 ea. Start Capacitors to match motor requirements, single phase only NOTES: GENERATOR RECEPTOR LacATE) 2 ea. Run Capacitors to match motor requirements, single phase only A green pilot light shall be supplied for control power. The pilot light shall Mo~EE No. A3o42 O.A.E. LIGHTNING ARRESTOR FIELD MOUNTED BY 2 ea. Start Relays to match motor requirements, single phase only illuminate when control power Is available in the panel. 1. ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED. O ELECTRICIAN 1 ea. Voltage Monitor With fuses. (Single Phase) Phase/Monitor (Three Rela s shall be ice-cube lu -in t e. Rela contacts shall be rated 10 am 2. DRAwwG Is NOT To scALE. uNisTRUT (oR Ea.) - Phase) Y P 9 YP Y P 3. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. SEAL OFFS - C2") Date: f~ 1 ea. Control Transformer with primary and secondary fuses, minimum, DPDT. 4. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER. C2)- 2" CONDUITS REQ'D FDR 2 HP PUMPS V 9 480 Volt onl 5. F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER. Y Twenty (20) terminals shall be supplied for field connections. The teminals shall EE H eE iN nccoROaNCE wiTH EocAE GOOFS. C3)- 2" CONDUITS REQ'D FDR 3 HP AND x LARGER PUMPS Project # 1 ea. Silence Relay be rated 25 amps minimum and shall be mounted on a 30 degree angle for ease x ELEC ciAOV ro RuN THREE 3/4 " HosE Biee - WATER LEVEL CONTROL 1 ea. Intrinsically Safe Float Input Module of field wiring. Float connection terminals shall be arranged such that each float SEPARATE 2" coNOUius (ONE EACH FOR HicH & Low voLTacES) PE 3/49' cAEV RisE 1 ea. Duplex Alternator is connected in consecutive order and does not require any crossing of wires. LECrRIC E c of BErwEEN oNrROE P L N w r EE - TO PUMP N0. 1 20 ea. Terminals for field connections x a. AL N M wiR s us Erw€EN MAIN METER sEEEVE REOUiREo To PUMP No. 2 Scale: Drawing Number: 6 ea. Terminals for motor connections sin le hose onl Each motor over-temperature contact shall be connected to the terminal strip ANO coNrROL PAWEL. ' g P Y x 9. ELECTRICOAN SHAUL BEAU OFF CONVDUIT RUNS IWSIDE WETINELL PosrsAL. PIPE oR Eouly. 89®®0®2.®4~ng 3 ea. Ground Lugs and shall open a contact to de-energize the appropriate motor upon a high ANA iNSi~E of coNrROL PANEE. cRAOE 1 ea. S ace Heater temperature within the motor. x~ a. ELECLRICIAN ro Mouwr ucHrNONC ARRESTOR Ar swiucH ~ ~ P N A 15A GFI duplex convenience outlet shall be supplied and mounted on the oiscoovroECr (AFVEA~ of THE PUMP coNrROL PANEL). - Sheet Number: Innerdoor to rovide service technicians with an outlet for trouble li hts etc. sores wETwFEE ANU vAEVF sox sHAEE eF PROVivEO wires A MEANS To WATER suPPEY ~cROUNO Roo The innerdoor shall be fabricated from .080, 5052-H32 marine alloy P g EoR EacKiNC. caNCRETE ARDUNn Pasrs GROUND ROD 1lt99 ~ x 24" DEEP aluminum. The innerdoor shall have a continuous aluminum iano hin e a Ground lu s shall be su lied and a ro riatel sized for each motor and for coNrRACroR sHA~E EiEEO iNSraEE iNEET EiTTiNC Ar PROPER EEEVATioN. N®TE: P 9 ~ 9 PP PP P Y i3. aEE HAROwARE ANO FASTENERS sHAEE eE srAiNEESS sTEEE. RE~ucEO PRESSURE (RPZ) eACKEEOw PREVENTER _OW PREVENTER ~TO SERVICE LOCCCATION handle and catch and shall be Installed by stainless steel screws for ease service entrance. 14. coNTRACroR sHAE~ vFRiFr PowFR souRCF PRioR Ta oROFRiNC EQUIPMENT To BF INSTAEEE~ IN WATER suPPEV EINF To 'PLY LINE TD (VERIFY W/POWER CCJ of removal. The Inner door shall open a minimum of 110 degrees to allow A space heater shall be provided to maintain the temperature within the enclosure X15. NEUTRAL REQUIRED ON ALL ELECTRICAL SERVICE TO CONTROL PANEL LIFT STATION. safe access to backpanel, a minimum of 2-3 degrees F, above ambient to prevent condensation build up: x ~~~C~~~COA~ . The heater shall be mounted with stainless steel screws and protected by a shield, 8/5 05 Self adhesive means of fastening by glue, tape, ect. are not acceptable. ELECTRICAL 'RICAL RISER Klrnberley Hall ischer, P.E.# 56942 NOT VALID UNLESS SIGNED & EMBOSSE BY A REGISTERED ENGINEER