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<br />16' ` � 0. I TO COORDINATE WITH ARCH./MEP PLANSiv
<br />-- -- --- I UTILITY CROSSING u-
<br />0 IUTILITY CROSSING
<br />1g STORM INV. = 77.83 - 77.94
<br />STORM INV. = 79.19 - 77.97
<br />SAN. CROWN = 72.10 - 72.53
<br />�. SAN. CROWN 73.62 - 72.51
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<br />PASCO COUNTY DEVELOPMENT REVIEW -STANDARD SITE PLAN NOTES
<br />I. ALL UTILITY CONSTRUCTION SHALL COMPLY WITH THE PASCO COUNTY STANDARDS FOR DESIGN AND
<br />CONSTRUCTION OF WATER AND WASTEWATER FACILITIES SPECIFICATIONS; LATEST EDITION.
<br />2. ALL ON -SITE WATER AND SEWER FACILITIES SHALL BE OWNED AND MAINTAINED BY THE OWNER -DEVELOPER.
<br />3. INSTALLATION OF FUEL STORAGE TANKS REQUIRES REVIEW AND APPROVAL BY THE FIRE MARSHAL AND THE ISSUANCE
<br />OF A SEPARATE BUILDING PERMIT. APPROVAL OF THE SITE PLAN DOES NOT CONSTITUTE APPROVAL OF THE LOCATION
<br />OF THE FUEL TANKS.
<br />4. ALL PROPOSED SIGNS MUST BE APPLIED FOR, APPROVED, AND PERMITTED ON AN INDIVIDUAL BASIS APART FROM ANY
<br />ULTIMATELY -APPROVED SITE PLAN. APPROVAL OF THIS SITE PLAN DOES NOT CONSTITUTE APPROVAL OF ANY SIGNAGE.
<br />S. HANDICAP PARKING SPACES WILL BE PROPERLY SIGNED AND STRIPED IN ACCORDANCE WITH FLORIDA STATUTE 316,
<br />THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, OR OTHER APPLICABLE STANDARDS.
<br />6. THE ARCHITECT/ENGINEER CERTIFIES THAT THE SITE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICANS
<br />WITH DISABILITIES ACT.
<br />7. ALL ON -SITE PARKING SPACES WILL BE STRIPED AND SIGNED IN ACCORDANCE WITH THE MANUAL ON UNIFORM
<br />C
<br />TRAFFIC CONTROL DEVICES, LATEST EDITION. PARKING SPACES, DIRECTIONAL ARROWS, AND STOP BARS SHALL BE
<br />STRIPED IN WHITE. IT SHALL BE THE OWNER/DEVELOPERS' RESPONSIBILITY TO PROPERTY SIGN AND STRIPE THE SITE IN
<br />ACCORDANCE WITH APPLICABLE STANDARDS.
<br />8. THE OWNERIDEVELOPER ACKNOWLEDGES THAT THIS APPROVAL DOES NOT INCLUDE ANY WORK IN COUNTY
<br />RIGHT-OF-WAY. ALL RIGHT OF WAY SHALL BE A FUNCTION OF AN APPROVAL PASCO COUNTY RIGHT-OF-WAY.
<br />9. ALL CLEAR -SITE AREAS SHALL BE KEPT FREE OF ANY SIGNAGE, PLANTINGS, TREES, ETC. IN EXCESS OF
<br />THREE -AND -A -HALF (3-1/2) FEET IN HEIGHT.
<br />10. NO IRRIGATION SYSTEM OR LANDSCAPING SHALL BE INSTALLED IN ANY COUNTY OR STATE RIGHT-OF-WAY
<br />WITHOUT ISSUANCE OF APPROPRIATE RIGHT-OF-WAY USE PERMIT.
<br />11. THE OWNER/DEVELOPER ACKNOWLEDGES THAT THE SITE AND ITS SUBSEQUENT BUILDING PERMITS SHALL COMPLY
<br />WITH ALL REZONING/MPUD/PUD CONDITIONS.
<br />12. ALL STRUCTURES, INCLUDING BUFFER WALLS, RETAINING WALLS, SIGNAGE, ETC. REQUIRE SEPARATE BUILDING
<br />PERMITS.
<br />13. ALL UTILITY MATERIAL AND WORKMANSHIP MUST COMPLY WITH "STANDARDS FOR DESIGN AND CONSTRUCTION
<br />OF WATER, WASTEWATER AND RECLAIMED WATER FACILITIES SPECS. LATEST EDITION."
<br />mIrr ruvur
<br />UTILITY MOTES
<br />I. FIRE HYDRANTS MUST BE FLOW TESTED AND COLOR -CODED BASED ON FLOW RESULTS.
<br />2. CONNECTIONS INTO EXISTING COUNTY -OWNED SYSTEM SHALL BE VIA WET TAP. WET TAPS SHALL BE
<br />PERFORMED BY PASCO COUNTY UTILITIES SERVICES BRANCH AT THE DEVELOPER'S EXPENSE. EXCAVATION,
<br />BACKFILL AND SURFACE RESTORATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. MATERIAL FOR WET
<br />P LARGER THAN 2" SHALL BE PROVIDED AND INSTALLED BY THE PROJECT CONTRACTOR.
<br />TAPS GE O
<br />1
<br />3. ALL UTILITY MATERIAL AND WORKMANSHIP MUST COMPLY WITH "STANDARDS FOR DESIGN AND
<br />CONSTRUCTION OF WATER, WASTEWATER AND RECLAIMED WATER FACILITIES SPECS.
<br />UTILITIES SERVICES BRANCH SHALL NOT OWN OR MAINTAIN WATER SEWER LINES OR
<br />4. THE PASCO COUNTY TIES SERV C S RA 0
<br />FACILITIES ON SITE.
<br />5. FIRE PROTECTION SHALL MEET THE REQUIREMENTS OF THE PASCO COUNTY CODE OF ORDINANCES, CHAPTER
<br />46, FIRE PREVENTION AND PROTECTION, AND PLANS SHALL COMPLY WITH REFERENCED REQUIREMENTS.
<br />6. A SEPARATE PLAN AND PERMIT, ISSUED TO A CONTRACTOR LICENSED BY THE FLORIDA STATE FIRE MARSHALL'S
<br />OFFICE, IS REQUIRED FOR THE INSTALLATION OF UNDERGROUND FIRE LINES.
<br />A I 'XI T PASCO COUNTY AROUND THE
<br />7. OWNER/DEVELOPER SHALL FORMALLY CONVEY 5 5 WIDE EASEMENT O SC U TY AR U
<br />WATER DISTRIBUTION ASSEMBLIES.
<br />STANDARD FIRE PROTECTION NOTES
<br />A. ALL PROJECTS MUST COMPLY WITH PASCO COUNTY FIRE HYDRANT ORDINANCE NO. 46-51.
<br />B. FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR TO THE ACCUMULATION OF COMBUSTIBLES.
<br />C. PER THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA-I, 16.4.3.1.3: WHERE UNDERGROUND WATER
<br />MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE
<br />PRIOR TO CONSTRUCTION WORK.
<br />D. PER NFPA-I, 18.3.4.1: CLEARANCES OF 7+ FEET IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANT WITH
<br />A 4-FOOT CLEARANCE TO THE REAR MUST BE MAINTAINED AT ALL TIMES.
<br />E. GATED ENTRIES REQUIRE A SIREN OPERATING SYSTEM OR A 3M OPTICOM SYSTEM FOR EMERGENCY ACCESS.
<br />NOTE:
<br />PRIOR TO COMMENCEMENT OF CONSTRUCTION CONTRACTOR MUST FIELD VERIFY THE HORIZONTAL AND
<br />THE VERTICAL LOCATIONS OF ALL UTILITY TIE-INS AND MUST NOTIFY, IN WRITING, THE ENGINEER OF ANY
<br />DISCREPANCIES OR CONFLICTS. ALL SHOWN UTILITY TIE-INS ARE APPROXIMATE AND BASED ON ATLAS
<br />INFORMATION WHICH IS KNOWN TO BE INACCURATE.
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<br />I" C-900 DR-14 9 65
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<br />TESTING AND INSPECTION REQUIREMENTS (SANITARY):
<br />I. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNERS ENGINEER
<br />AND APPLICABLE MUNICIPALITY/AGENCY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS
<br />IN ADVANCE TO SCHEDULE INSPECTION(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS
<br />ASSOCIATED WITH A TELEVISED INSPECTION OF THE PROPOSED GRAVITY SEWER LINE
<br />ASSOC(TV)
<br />CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE TV INSPECTION TAPE TO THE
<br />ENGINEER, THE OWNER AND THE APPLICABLE MUNICIPALITY/AGENCY.
<br />2. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL GRAVITY SEWERS IN
<br />ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE
<br />CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR
<br />APPROVAL. THE SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE
<br />CONTRACTOR'S RESPONSIBILITY.
<br />3. ALL FORCE MAINS (IF APPLICABLE) SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
<br />ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE
<br />CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR
<br />APPROVAL. THE SCHEDULING, COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE
<br />CONTRACTORS' RESPONSIBILITY.
<br />OFF -SITE IMPROVEMENT NOTES:
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<br />MENT FM TO EX. SAN. MH AT
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<br />CONTRACTOR TO
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<br />VERIFYND T CONDITION O
<br />INCH REPAIR OR REPLACE AS
<br />NECESSARY
<br />4" PLUG VALVE
<br />PROP. SAWCUT
<br />AND PATCH
<br />EXISTING CONCRETE DRIVEWAY
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<br />20' ASPHALT PAVEMENT
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<br />PROP. IRRIGATION METER
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<br />WATER SYSTEM NOTES:
<br />I SANITARYMAINS, AND EWER SHOULD ALWAYS CROSS UNDERNEATH WATER MAINS WHENEVER POSSIBLE. INSTALLATIONS OF SANITARY SEWERS FORCE MAINS AND STORM
<br />SEWERS FORCE A S STORMS S
<br />SEWER AT R F WATER MAIN HALL BE PERFORMED SO AS TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE
<br />S, CROSSINGS O S, S
<br />LOWER PIP IN SHALL BE ARRANGED AT THE SEWER JOINTS AND WATER JOINTS SHALL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY
<br />E. THE CROSSING S L RRANG DSO THAT J J
<br />TWO JOINTS. WHERE SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL
<br />BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP), AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.). SUFFICIENT LENGTHS OF DIP MUST BE USED
<br />TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO (2) JOINTS IN LIEU OF DIP, THE SANITARY SEWER MAY BE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF CROSSING.
<br />ALLJOINTS N THE WATER MAIN WITHIN FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE
<br />J S O H A 20
<br />I TERN T W PIPES CROSSING OVER WATER MAINS THE CRITERIA FOR MINIMUM SEPARATION OF 18 INCHES BETWEEN LINES AND 10 FEET BETWEENJOINTS
<br />CROSSING. WHERE THERE S NO ALTERNATIVE O SEWER
<br />J
<br />CENTERED AT THE POINT OF CROSSING SHALL BE REQUIRED. THE WATER MAIN SHALL BE PLACED IN A SLEEVE FOR 20 FEET CENTERED ON THE POINT OF CROSSING. ADEQUATE STRUCTURAL SUPPORT
<br />SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE
<br />EQUIDISTANT FROM THE POINT OF CROSSING (i.e.. PIPES CENTERED ON THE CROSSING). WHERE A PROPOSED PIPE CONFLICTS WITH AN EXISTING PIPE, THE PROPOSED PIPE SHALL BE CONSTRUCTED OF DIP,
<br />AND THE CROSSING SHALL BE ARRANGED SO AS TO SATISFY THE REQUIREMENTS IDENTIFIED ABOVE.
<br />A I E MAINTAINED BETWEEN ANY TYPE OF SEWER INCLUDING FORCE MAINS AND EXISTING OR PROPOSED WATER MAINS IN PARALLEL
<br />2. MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL B _
<br />INSTALLATIONS, WHENEVER POSSIBLE. THE DISTANCE FOR SEPARATION SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE
<br />WATER MAIN MUST BE INSTALLED IN A SEPARATE TRENCH, OR IN AN UNDISTURBED EARTH SHELF, LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN, AT SUCH AN ELEVATION THAT THE BOTTOM OF
<br />THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER LINE, AND WATER AND SEWER JOINTS SHALL BE STAGGERED. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18
<br />IN I INSTALLATIONS, T ER I HALL BE CONSTRUCTED OF DIP AND THE SEWER OR FORCE MAIN SHALL BE CONSTRUCTED OF DIP IF AVAILABLE IN THE SIZE PROPOSED WITH A
<br />INCHES, N PARALLEL INS ONS, HE WATER MANS C S S ( ),
<br />IN I T MAIN SHOULD ALWAYS B LOCATED ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROMJOINTS
<br />MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER S O S E O J J
<br />ON THE EWER O FORCE MAIN i.e.. STAGGERED JOINTS).
<br />S R O ( GG J )
<br />3. ALL DIP PIPE SHALL BE MW CLASS 50 OR PRESSURE CLASS 250. REFER TO NOTE #: 8 BELOW FOR ADDITIONAL DIP SPECIFICATIONS. ADEQUATE MEASURES AGAINST CORROSION SHALL BE UTILIZED.
<br />4. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36 INCHES OF COVER. WHERE POSSIBLE, 48" MAXIMUM COVER.
<br />5. ALL WATER SERVICE LINES, VALVES AND METERS SHALL BE INSTALLED TO COMPLY WITH APPLICABLE MUNICIPALITY/AGENCY DEPARTMENT STANDARDS AND SPECIFICATIONS.
<br />A N T IN ACCORDANCE WITH APPLICABLE UTILITY DEPT. SPECIFICATIONS.
<br />6. THRUST BLOCK/RESTAINEDJoINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS,
<br />7. ALL DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA C 151/A21.5 I. PIPE SHALL BE FURNISHED IN 18 OR 20 FOOT SECTIONS, PIPE THICKNESS SHALL BE
<br />CLASS 50, UNLESS OTHERWISE SPECIFIED..
<br />8. ALL WATER SYSTEM CONSTRUCTION, UP TO AND INCLUDING POINT OF METERING AND BACK FLOW PREVENTION (IF REQUIRED), SHALL BE BUILT ACCORDING TO THE PREVIOUSLY REFERENCED
<br />STANDARDS AND SPECIFICATIONS.
<br />9. ALL ON -SITE FIRE HYDRANTS SHALL BE PAINTED WITH HIGH GRADE ENAMEL FEDERAL, COLOR SHALL COMPLY WITH APPLICABLE UTILITY HAVING JURISDICTION, AND BE OSHA APPROVED, AND MUST BE
<br />LOCATED A MINIMUM OF 6 FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB, OTHERWISE BOLLARDS WILL BE REQUIRED FOR PROTECTION. ALL FIRE HYDRANTS SHALL COMPLY WITH AWWA
<br />STANDARDS C502-80 THEREOF.
<br />10. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAINS AND SERVICE LATERALS TO BUILDING(S), TO ASSURE ADEQUATE FLUSHING AND
<br />DISINFECTION/CHLORINATION.
<br />11. ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA MANUAL M23, CONCERNING HYDROSTATIC TESTING OF PVC PIPING. OFF -SITE UTILITIES HYDROSTATIC TESTING TO BE
<br />WITNESSED BY MUNICIPAL UTILITY DEPARTMENT INSPECTOR.
<br />12. ALL WATER MAINS SHALL BE STERILIZED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE LATEST AWWA SPECIFICATION C651 AND PASCO COUNTY UTILITY DEPARTMENT SPECIFICATIONS.
<br />13. ALL PVC WATER MAIN, 4" TO 12" DIAMETER PIPING, SHALL CONFORM TO AWWA C900 (DR 18) STANDARD SPECIFICATIONS, PRESSURE CLASS 150 PSI. ALL PVC WATER MAIN PIPING LESS THAN 4" DIAMETER
<br />SHALL BE SCHEDULE 80, PRESSURE CLASS 200 PSI.
<br />14. ALL PVC WATER MAINS SHALL HAVE A SUITABLE MAGNETIC LOCATOR TAPE BURIED OVER THE WATER MAIN, BURIED NO LESS THAT 18 INCHES ABOVE MAIN LINES. THE TAPE SHALL BE AT LEAST 5-1/2 MILS
<br />THICK, 2 INCH MINIMUM WIDTH, AND MADE WITH AN ALUMINUM MATERIAL SANDWICHED BETWEEN 2 LAYERS OF POLYETHYLENE. IT SHALL HAVE IMPRINTED, IN PERMANENT BLACK INK WITH ONE INCH
<br />TALL LETTERS, "CAUTION: WATER LINE BURIED BELOW", ON BLUE BACKGROUND. THE TAPE SHALL BE CONTINUOUS BETWEEN VALVES, AND SECURED TO EACH VALVE. WHERE OTHER LINES OR SERVICE
<br />LINES JOIN THE WATER MAIN, THE TAPE USED FOR DETECTION OF THESE LINES SHALL BE SECURED TO THE MAIN LINE TAPE.
<br />15. FIRE LINES SHALL BE INSTALLED BY A CONTRACTOR, DULY LICENSED BY THE STATE OF FLORIDA FIRE MARSHALL'S OFFICE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION OF THE FIRE
<br />PROTECTION SYSTEM.
<br />16. FIRE PROTECTION SHALL MEET ALL THE REQUIREMENTS OF THE APPLICABLE MUNICIPALITY OR COUNTY,
<br />TESTING AND INSPECTION REQUIREMENTS (WATER):
<br />I. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S
<br />ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH APPLICABLE WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY THE OWNER'S ENGINEER AND APPLICABLE AGENCY INSPECTORS 48
<br />HOURS IN ADVANCE OF PERFORMING TESTS.
<br />2. CONTRACTOR SHALL ARRANGE FOR CHLORINATION AND BACTERIOLOGICAL SAMPLING, AND OBTAIN CLEARANCE OF DOMESTIC AND FIRE LINE WATER SYSTEM(S). COPIES OF ALL BACTERIOLOGICAL TEST
<br />RESULTS ARE TO BE SUBMITTED TO THE OWNER'S ENGINEER, IMMEDIATELY UPON COMPLETION OF THE WATER SYSTEM, FOR CERTIFICATION PURPOSES.
<br />4" FIRE SERVICE LINE W/ 4" 90° BEND
<br />(TYP.) CONTRACTOR TO COORDINATE
<br />WITH ARCH./MEP PLANS
<br />FDC. CONTRACTOR TO
<br />COORDINATE WITH p
<br />ARCH./MEP PLANS 1
<br />+65.05
<br />CIE
<br />I. PAVEMENT TO BE DISTURBED ARE TO BE RESTORED TO EXISTING CONDITIONS OR BETTER.
<br />ADDITIONALLY, ALL DISTURBED AREAS WILL NEED TO BE SODDED.
<br />2. CONTRACTOR TO COORDINATION WORK WITH UTILITY PROVIDERS/OWNERS. EXISTING UTILITY
<br />INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES, INCLUDING SURVEY OF
<br />VISIBLE SURFACE ELEMENTS AND ENGINEER WALKTHROUGH. NO SUBTERRANEAN UTILITY LOCATION
<br />INVESTIGATION WAS PERFORMED ON SITE, THEREFORE THE UTILITY INFORMATION AS SHOWN IS NOT
<br />GUARANTEED AS TO ACCURACY OR COMPLETENESS AND SHALL BE USED FOR INFORMATIONAL PURPOSES
<br />ONLY. ADDITIONALLY NO RECORD INFORMATION RELATED TO PHONE, CABLE, FIBER, ETC. WERE
<br />AVAILABLE FOR REVIEW AND ARE NOT DEPICTED ON THESE DRAWINGS. PRIOR TO CONSTRUCTION,
<br />CONTRACTOR TO FIELD -LOCATE ALL SUBTERRANEAN UTILITIES IN THE AREAS OF PROPOSED WORK.
<br />3. MAINTENANCE OF TRAFFIC SHALL COMPLY WITH THE LATEST FDOT STANDARDS INDEX 102
<br />4" FIRE BACKFLOW PREVENTOR
<br />(SEE DETAIL W-12)
<br />R.O.W. LINE
<br />8"X4" TEE W/ 4" VALVE
<br />FIRE HYDRANT ASSEMBLY
<br />FDC. CONTRACTOR TO
<br />COORDINATE WITH
<br />ARCH./MEP PLANS
<br />TYPICAL FIRE
<br />1" = 20"
<br />SANITARY SYSTEM NOTES:
<br />R.O.W. LINE
<br />4" FIRE BACKFLOW PREVENTOR
<br />(SEE DETAIL W-12)
<br />4" FIRE SERVICE LINE W/ 4" TEE (TYP.).
<br />CONTRACTOR TO COORDINATE
<br />WITH ARCH./MEP PLANS
<br />ALL WATER AND WASTEWATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE
<br />WITH THE "TECHNICAL STANDARDS FOR WATER DISTRIBUTION SYSTEM" AND
<br />"TECHNICAL STANDARDS FOR WASTEWATER AND RECLAIMED WATER" CONSTRUCTION
<br />SPECIFICATION MANUALS FOR THE CITY OF ZEPHYRHILLS, LATEST EDITION.
<br />I. ALL DIP PIPE SHALL BE CLASS 50 OR HIGHER. REFER TO NOTE #'S: 6,9 & 10 BELOW FOR ADDITIONAL DIP SPECIFICATIONS.
<br />ADEQUATE MEASURES AGAINST CORROSION SHALL BE UTILIZED.
<br />2. ALL PVC PIPE SHALL BE SOLID WALL POLYVINYL CHLORIDE PIPE AND COMPLY WITH ASTM D 3034 AND ALL APPLICABLE
<br />ASTM DOCUMENTS AS COVERED IN SECTION No. 2 OF ASTM D 3034. MAIN LINES SHALL BE A MINIMUM OF 8" DIAMETER,
<br />AND LATERALS SHALL BE A MINIMUM 6 " DIAMETER.
<br />3. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER, UNLESS
<br />OTHERWISE NOTED ON PLANS.
<br />A ME GASKET JOINTS SHALL BE UTILIZED FOR
<br />4 ALL GRAVITY EWERS MUST BE DR 26 PVC OR DIP CLASS 54 PIPE. EL STO RIC GA G V S S
<br />1
<br />PVC PIPE, AND SHALL COMPLY WITH ASTM F477, ASTM D3231 & ASTM F1336. JOINTS SHALL COMPLY WITH ASTM D3212.
<br />S. ALL PVC FORCE MAINS (IF REQUIRED) SHALL BE CLASS 200, DR 14 FOR 4" DIAMETER, AND CLASS 150, DR 18 FOR 6" TO 12"
<br />DIAMETER PIPE, IN ACCORDANCE WITH AWWA C900 STANDARDS. PVC FORCE MAIN PIPE SMALLER THAN 4" DIAMETER
<br />SHALL BE CLASS 200, SDR 21, IN ACCORDANCE WITH ASTM D 2241. FORCE MAINS SHALL BE SPIRAL WRAPPED WITH 2
<br />INCH WIDE DARK GREEN STICK -ON VINYL TAPE. FORCE MAINS WITHIN THE RIGHT-OF-WAY SHALL BE CLASS 52 DIP,
<br />MINIMUM 3" DIAMETER.
<br />6. ALL SANITARY MANHOLES SHALL BE LOCATED NO MORE THAN 400 FEET APART AND SHALL CONFORM TO THE DETAILS
<br />CONTAINED HEREIN, AS WELL AS WITH ASTM C478.
<br />7. ALL DUCTILE IRON PIPE SHALL MEET REQUIREMENTS OF AWWA C 151, ANSI SPEC. A21.51.
<br />8. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE PROVIDED WITH A VIRGIN POLYETHYLENE INTERIOR LINING
<br />COMPLYING WITH ASTM D 1248 (40 MILS THICK) HEAT BONDED TO THE INTERIOR OF ALL PIPES. ALL DIP PIPE SHALL HAVE
<br />A STANDARD OUTSIDE COATING COMPLYING WITH ASTM C151-8.1.
<br />9. ALL SLOPES FOR GRAVITY SEWER MAINS AND SERVICE CONNECTIONS SHALL COMPLY WITH THE FOLLOWING MINIMUM
<br />GRADES: 6" @ 1.00%, 8" @ 0.50%.
<br />10. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE PASCO UTILITY STANDARD SPECIFICATIONS.
<br />11. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING PROPOSED FACILITIES TO EXISTING LINES OR
<br />APPURTENANCES, THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION(S) OF EXISTING CONNECTION
<br />POINT(S) AND NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES.
<br />12. SANITARY SEWER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE
<br />MAIN LINES.
<br />13. FORCE MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE FORCE MAIN.
<br />14. MUST USE VALVE COVERS WITH LONGER SKIRTS. ALL VALVE COVERS MUST BE FLUSH WITH THE SIDEWALK SURFACE, AND
<br />THE FINISHED SURFACE OF THE SIDEWALK MUST BE LEVEL.
<br />15. ALL EXISTING GATE VALVES IN THE SANITARY FORCE MAIN WILL NEED TO BE REPLACED WITH PLUG VALVES.
<br />v v v v v v v v v v
<br />R.O.W. CONDITION NOTES:
<br />I. CITY OF ZEPHYRHILLS UTILITIES
<br />SERVICE AREA - (8 13) 780-0006
<br />2. CALL 811 TWO (2) FULL BUSINESS
<br />DAYS BEFORE YOU DIG.
<br />3. MARK AREA IN WHITE.
<br />4. EXERCISE CAUTION.
<br />LEGEND
<br />EXISTING
<br />PROPOSED
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<br />$
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<br />www.maserconsuItin g .com
<br />Office Locations:
<br />■ ■
<br />NEW JERSEY NEW MEXICO
<br />■ NEW ■
<br />Y MARYLAND
<br />W ORK
<br />■ PENNSYLVANIA ■ GEORGIA
<br />■ VIRGINIA ■ TEXAS
<br />■ FLORIDA ■ TENNESSEE
<br />■ NORTH CAROLINA ■ COLORADO
<br />State of F.L. C.O.A.: 30301 / LB7388
<br />Copyright 2021. Maser Consulting. All Rights Reserved. This
<br />drawing and all the information contained herein is authorized for
<br />b the a for whom the services were contracted or to
<br />Y party whom it is certified. This drawing may not be copied, reused,
<br />disclosed, distributed or relied upon for any other purpose without
<br />use only
<br />the express written consent of Maser Consultingg,P.A.
<br />PROTECT YOURSELF
<br />ALL STATES REQUIRE NOTIFICATION OF
<br />0
<br />EXCAVATORS DESIGNERS OR ANY PERSON
<br />PREPARING TO DISTURB THE EARTH'S
<br />SURFACE ANYWHERE IN ANY STATE
<br />Know what's below.
<br />Call before you dig.
<br />FOR STATE SPECIFIC DIRECT PHONE NUMBERS
<br />VISIT: WWW.CALL81 LCOM
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<br />STUART ROGERS
<br />FLORIDA PROFESSIONAL
<br />ENGINEER - LICENSE NUMBER: 42718
<br />PRELIMINARY PLAT &
<br />IMPROVEMENT PLAN
<br />FOR
<br />AUTUMN PALM
<br />DRIVE, LLC
<br />PARCEL ID:
<br />15-26-21-0030-08100.0010
<br />CITY OF ZEPHYRHILLS
<br />PASCO COUNTY
<br />FLORIDA
<br />TAMPA OFFICE
<br />5471 West Waters Avenue
<br />Suite 100
<br />Tampa, FL 33634
<br />- Phone: 813.207.1061
<br />Fax: 813.281.1050
<br />SCALE: DATE: DRAWN BY: CHECKED BY:
<br />AS SHOWN 12/31/19 AM SMR
<br />PROJECT NUMBER: DRAWING NAME:
<br />19002, C-UTIL
<br />SHEET TITLE:
<br />UTILITIES PLAN
<br />'SHEET NUMBER:
<br />7 of 21
<br />NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
<br />
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