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HomeMy WebLinkAbout6923 Gall Blvd2E n N 0) N N O N_ N w Q 0 a� Q) r 0 N N N_ L Q O N CD N N Q U U O C) f 0 O E E O U U) (D _M U O Q O U) a V) U W J H Sunshine state one Call :N, SHEET INDEX: G-1 TITLE SHEET G-2 GENERAL NOTES C-1 EXISTING CONDITONS C-2 SITE PLAN C-3 GRADING, PAVING AND DRAINAGE PLAN C-4 GRADING, PAVING AND DRAINAGE DETAILS C-4A SECTIONS C-413 SECTIONS C-5 UTILITY PLAN C-6 UTILITY DETAILS -WATER C-7 UTILITY DETAILS -SEWER C-7A LIFT STATION DETAILS C-8 SWPPP PLAN C-9 SWPPP DETAILS L-1 LANDSCAPE PLAN & LANDSCAPE DATA L-2 TREE MANAGEMENT PLAN L-3 PLANT LIST, PLANTING DETAILS, & SPECIFICATIONS L-4 IRRIGATION PLAN BROWARD / ZEPHYRHILLS Y � f-'D w. 3F I'At 1GHTFRY RO �f h SITE Ag SITE LOCATION MAP SCALE: N.T.S STORAGE FACILITY SITE PLAN APPLICATION 6923 GALL BLVD ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS, FLORIDA FEBRUARY, 2022 OWNER / APPLICANT BROWARD DEVELOPMENT 3137 E. SHADOWLAND AVENUE NE ATLANTA, GA 30305 ENGINEER MILLS, SHORT & ASSOCIATES 700 22ND PLACE, SUITE 2C/2D VERO BEACH, FLORIDA 32960 PHONE: 772-226-7282 SURVEYOR GSS SURVEY & MAPPING 700 22ND STREET, SUITE D-2 VERO BEACH, FLORIDA 32960 PHONE- 772-696-5300 SITE VICINITY MAP SCALE: N.T.S 4� 0 U -F�-�Ln T @ U U fn O 0 L V / W cn V) LLJ m 333 � 3 � N O U � N O N o U LL L.. rl U O � @ N N CC) � N U N O co � 2 > N V J\ N CO N 6) Q0 O M V)Z �t TQ �b Da'11 ,, M M. James Mills w p I �\�P�••0CEN•' • No. 74145` ® •' STATE OF U) F_ z W O u W Q 0 W J_ U Q LL aQ �Z w C� Q m 0 / cl W 0 O �� U) U) J J_ _ > m 0 W U W 2 U � CL W N N L , co cow oJ= o J U) Q CD J W J � O 0 �- w m co � z a: C w co co N o PROJ. NO. 21-2420 DATE 10-21-2022 SHEET NO. G-1 GENERAL NOTES: Q ti L0 M O M N O N O T_ N n r Vs rT a U N O Z io O c N C.� O N IRT CN U U) s L a N O N �t N N 0 Q U c N E U O 0 c O E E O U U) (D ca U O w cn 06 V_ O L U) �L N a a� .a i N U W J 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST JURISDICTIONAL STANDARDS AND FDOT. 2. PAVEMENT STRIPING TO BE IN ACCORDANCE WITH JURISDICTIONAL SPECIFICATIONS AND WITH THE FLORIDA D.O.T. ROADWAY & TRAFFIC STANDARDS, INDEX 17346. 3. ALL TRAFFIC CONTROL SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 4. WHERE MUCK OR OTHER ORGANIC MATERIAL IS FOUND, IT SHALL BE REMOVED AND REPLACED WITH QUALITY BACKFILL MATERIAL OBTAINED FROM THE GRADING OPERATIONS OR OTHER SOURCE APPROVED BY THE ENGINEER. THE ORGANIC MATERIAL SHALL BE THEN USED AS TOP DRESSING WHEN MIXED WITH CLEAN SANDY SOIL. 5. THE CONTRACTOR SHALL NOTIFY JURISDICTIONAL PUBLIC WORKS DIVISION AND MILLS, SHORT & ASSOCIATES AT LEAST ONE WEEK BEFORE COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR SHALL OBTAIN AN FDOT R/W PERMIT PRIOR TO COMMENCING WORK WITHIN FDOT RIGHT-OF-WAYS. 6. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. 9. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 10. CONTRACTOR SHALL SUPPLY DENSITY TEST TO ENGINEER ON ALL SUB -GRADE AND BASE. TEST SHALL BE PREPARED PER AASHTO T-180 METHOD. 11. SLOPE GRADES FROM ELEVATIONS SHOWN TO THE EXISTING GRADE AT PROPERTY LINE. 12. CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTIONS. 13. ANY EXISTING FLOW WELLS SHALL BE PLUGGED AS PART OF SITE DEVELOPMENT. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 15. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRICTION AREA BEFORE COMMENCING WORK. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION PAVING AND DRAINAGE NOTES: 1. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCE BETWEEN CENTERLINES OF DRAINAGE STRUCTURES. 2. DITCH BOTTOM AND CONTROL STRUCTURE INLET GRATES SHALL BE SECURED WITH CHAIN AND EYEBOLT. 3. FIVE (5) FEET OF SOD IS REQUIRED AROUND ALL DITCH BOTTOM INLETS, MANHOLES, HEADWALLS AND MITERED END SECTIONS. 4. TOP ELEVATIONS OF MANHOLES IN GRASSED AREAS SHALL BE LOCATED AT FINISHED GRADE ELEVATION. 5. AS AN ALTERNATIVE, CONTRACTOR MAY USE ALTERNATIVE PIPE MATERIALS IN LIEU OF THOSE SPECIFIED IN THE CONSTRUCTION DOCUMENTS. HOWEVER, CONTRACTOR MUST RECEIVE APPROVAL OF ALTERNATIVE PIPE MATERIALS IN WRITING BY THE CONTROLLING JURISDICTION AND MILLS, SHORT & ASSOCIATES PRIOR TO CONSTRUCTION. 6. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. TOPSOIL WHICH HAS BEEN STRIPPED AND STOCKPILED DURING THE COURSE OF CONSTRUCTION SHALL BE REDISTRIBUTED ON ALL REGRADED SURFACES SO AS TO PROVIDE AT LEAST FOUR INCHES OF EVEN COVER TO ALL DISTURBED AREAS OF THE DEVELOPMENT AND SHALL BE STABILIZED BY SEEDING OR PLANTING. 7. ALL DISTURBED AREAS WITH SLOPES UP TO 6:1 SHALL BE SEEDED AND MULCHED. SLOPES STEEPER THAN 6:1 SHALL BE SODDED AND SLOPES 3:1 OR STEEPER SHALL HAVE THE SOD PEGGED. 8. SEE TABLE 2.0 ON SHEET G-3 FOR REQUIRED STORM PIPE COVER BENEATH AN UNPAVED SECTION, RIGID PAVEMENT, AND FLEXIBLE PAVEMENT. 9. THE TABULATED VALUES ARE RECOMMENDED MINIMUM DIMENSIONS TO WITHSTAND ANTICIPATED HIGHWAY TRAFFIC LOADS. ADDITIONAL COVER MAY BE REQUIRED TO SUPPORT CONSTRUCTION EQUIPMENT LOADS OR HIGHWAY TRAFFIC LOADS BEFORE PAVEMENT IS COMPLETED. SOME SIZE THICKNESS COMBINATIONS MAY REQUIRE MINIMUM COVER GREATER THAN THOSE LISTED ABOVE. SEE FDOT INDEX 205, SHEETS 1-6. 10. ALL RCP STORM WATER PIPE SHALL MEET THE COVER & CLASS CRITERIA AS OUTLINED IN FDOT INDEX 205. 11. ALL STORM PIPE JOINTS SHALL BE WRAPPED AS SPECIFIED IN FDOT INDEX 280. 12. THE LAST FOOT OF STORM WATER POND SHALL NOT BE EXCAVATED UNTIL ALL DISTURBED AREAS ARE STABILIZED. 13. ANY FILL MATERIAL MUST BE APPROVED BY ENGINEER IN WRITING PRIOR TO PLACEMENT. 14. SIGNIFICANT CARE MUST BE TAKEN WHEN GRADING RETENTION PONDS TO ENSURE THAT POND BOTTOMS DO NOT BECOME COMPACTED DURING CONSTRUCTION OR SEALED BY CONSTRUCTION SEDIMENT. IF SEDIMENTATION OR COMPACTION OF A POND BOTTOM OCCURS, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE THE DESIGN HYDRAULIC CONDUCTIVITY. 15. THE SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD), REQUIRES ALL PROPERTY OWNERS TO PERFORM A STORMWATER SYSTEM INSPECTION TO ASSURE THE PONDS, INLETS, AND PIPES ON SITE ARE BEING WELL -MAINTAINED (E.G., PROPERLY MOWED AND CLEAR OF DEBRIS). THE INTENT IS TO GUARANTEE THAT CONTAMINATED RAIN RUN-OFF FROM THE PROPERTY WILL NOT ADVERSELY AFFECT THE SURROUNDING AREA. 16. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN COUNTY'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR FDOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 17. ALL UNPAVED AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 18. TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTY RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 19. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 20. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN. 21. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. 22. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT. 23. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVERALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 24. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 25. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO FDOT STANDARDS. IN THE EVENT THAT THE CONTRACTOR DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS AS NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 26. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 27. ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL):1 (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN. 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. LL 1 29. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORMWATER PIPING PER MANUFACTURER'S RECOMMENDATIONS. AS -BUILT NOTES: 1. THE CONTRACTOR SHALL SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. RECORD DRAWINGS SUBMITTED TO THE ENGINEER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS. A. DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. B. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UNDERGROUND AND ABOVE GROUND STORM DRAINAGE, WATER, REUSE AND WASTEWATER PIPING AND RELATED APPURTENANCES. ALL PIPING LOCATIONS INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC. C. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. D. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS, BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. E. LOCATION OF ALL INLETS AND MANHOLES, HYDRANTS, VALVES AND VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO PREFERABLY THREE PERMANENT POINTS. F. DIMENSIONS BETWEEN ALL INLETS AND MANHOLES SHALL BE VERIFIED AND SHOWN. THE INVERTS AND GRADE ELEVATIONS OF ALL INLETS, CONTROL STRUCTURES AND MANHOLES SHALL BE SHOWN. G. CONTRACTOR SHALL PROVIDE AS -BUILT SURVEY FOR POND GRADING. SPOT ELEVATIONS SHALL BE TAKEN AT TOP OF BANK, POND BOTTOM, AND ALL GRADE BREAKS AT 50' INTERVALS. H. DRAWINGS SHALL CLEARLY INDICATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN WATER MAIN AND STORM DRAINAGE/SANITARY SEWER/RECLAIM WATER MAINS AT POINTS OF CROSSING IN ACCORDANCE WITH FDEP CRITERIA. I. WHERE THE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCE MAIN AND RECLAIMED WATER), THE CERTIFIED AS -BUILT DRAWINGS SHALL CLEARLY INDICATE THE CONSTRUCTED ELEVATIONS IN SUCH A WAY THAT THE VERTICAL SEPARATION BETWEEN THE WATER MAIN AND OTHER UTILITIES MAY BE VERIFIED BY THE ENGINEER. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER. J. WHERE THE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCE MAIN AND RECLAIMED WATER), THE CERTIFIED AS -BUILT DRAWINGS SHALL CLEARLY INDICATE THE LOCATIONS OF PIPE JOINTS IN SUCH A MANNER AS TO DEMONSTRATE THE PIPE IS CENTERED AT ALL THE CROSSING, FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER. 2. EACH SHEET OF THE PLANS SHALL BE SIGNED, SEALED AND DATED BY REGISTERED SURVEYOR WITH A NOTE READING "THESE AS -BUILT DRAWINGS ACCURATELY DEPICT THE ACTUAL IMPROVEMENTS AS CONSTRUCTED". CLEARANCES: 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING 90 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR CERTIFICATION OF COMPLETION APPROVAL DATE. 2. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SIGNED AND SEALED AS-BUILTS OF ALL UTILITY IMPROVEMENTS, PRESSURE TESTS, BACTERIOLOGICAL TESTS, AND ANY OTHER INFORMATION NECESSARY FOR THE CLEARANCE APPROVALS WITH F.D.E.P. AND THE LOCAL UTILITY PROVIDER. THIS INFORMATION SHALL BE PROVIDED TO THE ENGINEER 60 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR CERTIFICATION OF COMPLETION APPROVAL DATE. 3. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SIGNED AND SEALED AS-BUILTS OF ALL STORM WATER SYSTEM IMPROVEMENTS AND ANY OTHER INFORMATION NECESSARY FOR THE CLEARANCE APPROVALS AND THE LOCAL UTILITY PROVIDER. THIS INFORMATION SHALL BE PROVIDED TO THE ENGINEER 60 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR CERTIFICATION OF COMPLETION APPROVAL DATE. DEMOLITION NOTES: 1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER. 2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID ITEMS. SANITARY SEWER NOTES: 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH JURISDICTIONAL MANUAL OF STANDARD SPECIFICATIONS FOR WASTEWATER CONSTRUCTION. FORCE MAIN NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH THE UTILITY PROVIDERS MANUAL OF STANDARDS AND SPECIFICATIONS FOR FORCE MAIN CONSTRUCTION. 2. PIPE LENGTHS SHOWN IN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES AND MAINS. 3. DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED THOSE RECOMMENDED BY THE PIPE MANUFACTURER. 4. VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST IRON VALVE BOX WITH COVER, THREADED EXTENSIONS WHERE NEEDED, UNLESS OTHERWISE NOTED. 5. ALL PVC FORCE MAIN SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS, MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION (NSF). 6. ALL NON-METALLIC FORCE MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 14 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. SEE STANDARD DRAWINGS. IN ADDITION, ALL PVC FORCE MAINS SHALL BE EITHER A SOLID GREEN COLOR OR WHITE WITH GREEN LETTERING. ALL LETTERING SHALL APPEAR LEGIBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE. LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE. 7. HYDROSTATIC & LEAKAGE TESTING OF THE FORCE MAIN SHALL BE DONE IN ACCORDANCE WITH THE AWWA STANDARDS. HYDROSTATIC TESTING TO BE DONE IN ACCORDANCE WITH AWWA C-600. 8. PIPE MATERIALS: PVC - SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARDS C900., LATEST EDITION. THE PVC SHALL HAVE A MINIMUM WORKING PRESSURE OF 100 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 25 UNLESS OTHERWISE NOTED. PIPE SHALL BE THE SAME O.D. AS DUCTILE IRON PIPE. PVC JOINT- SHALL BE IN ACCORDANCE WITH ASTM D3139. DUCTILE IRON JOINT- SHALL BE IN ACCORDANCE WITH ANSI A21.11 AND AWWA C111. 9. AIR RELEASE VALVES SHALL BE REQUIRED AT ALL HIGH POINTS IN THE PROPOSED FORCE MAIN, AS SHOWN ON PLANS. HIGH POINTS IN THE FORCE MAIN ARE DEFINED AS A CHANGE IN ELEVATION TWICE THE DIAMETER OF THE PIPE. 10. ALL FORCE MAINS TO BE CONSTRUCTED WITH A MINIMUM OF 3' FEET OF COVER. 11. TESTING OF THE SEWAGE COLLECTION SYSTEM IS AS FOLLOWS: A. ALL GRAVITY SEWER MAINS REQUIRE LOW PRESSURE AIR TESTING IN ACCORDANCE WITH THE LATEST UNI-BELL STANDARD FOR LOW PRESSURE AIR TESTS. AIR TEST, AS A MINIMUM, SHALL CONFORM TO THE TEST PROCEDURES DESCRIBED IN ASTM SPECIFICATIONS, ASTM F1417 FOR PLASTIC PIPE. B. ALL MANHOLES SHALL BE INSPECTED FOR INFILTRATION, ALIGNMENT, FLOW CHANNEL CONSTRUCTION AND COAL TAR EPDXY PAINT THROUGHOUT. C. HYDRO -STATIC TESTS CONSISTING OF A HYDROSTATIC PRESSURE TEST AND HYDROSTATIC LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED SEWER FORCE MAIN SYSTEM PRESSURE PIPES AND APPURTENANCES IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. THE PRESSURE SHALL BE 150 PSI FOR TWO (2) HOURS. D. DEFLECTION TESTS ARE REQUIRED FOR ALL FLEXIBLE PIPE EXCLUDING FORCE MAINS. TESTS SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES.D MEASURED FROM THE INTERFACE TO THE CONCRETE CURB AND PAVEMENT SURFACE UNLESS OTHERWISE NOTED. 2. ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER. 3. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERLINE. 4. ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER, UNLESS SPECIFIED OTHERWISE ON PLANS. 5. INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 6. MINIMUM AS BUILT 8" PVC SEWER LINE SLOPE WILL BE 0.40% MINIMUM SLOPE OR WILL BE RELAID BY CONTRACTOR TO MEET THE MINIMUM SLOPE REQUIREMENT AT NO ADDITIONAL COST. 7. MARK LATERALS WITH 4" X 4" X 8' PT POST PAINTED GREEN ON END. 8. PIPE MATERIAL IS ASTM D3034, SDR-26 UNLESS OTHERWISE NOTED. 9. A MINIMUM OF 1.00% SLOPE SHALL BE MAINTAINED ON THE SANITARY SEWER SERVICE LATERALS. AT NO TIME SHALL A SANITARY SEWER LATERAL HAVE A SLOPE OF 15% OR GREATER. 10. SANITARY SEWER GRAVITY MAINS ARE TO BE UPGRADED IN MATERIAL TO WATER MAINS STANDARDS AND HYDROSTATICALLY PRESSURE TESTED WITH WATER TO ENSURE JOINT TIGHTNESS IF EITHER OF THE HORIZONTAL OR VERTICAL MINIMUM REQUIRED CLEARANCE FROM A WATER MAIN CANNOT BE MAINTAINED OR IF THE SEWER MAIN IS ABOVE THE WATER MAIN. 11. LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: A. THE LEAKAGE EXALTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. B. EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. C. AIR TESTS, AS MINIMAL, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES, AIR TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES, CONFORMS TO THE TEST PROCEDURES DESCRIBED IN ASTM C-1244. 12. DEFLECTION TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES, CHAPTER 33.85, FOR ALL GRAVITY SANITARY SEWER LINES. TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL -PIPE SYSTEM. TESTING REQUIREMENTS SPECIFY: A. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. B. USING A RIGID BALL OR MANDREL FOR THE PIPE DEFLECTION TESTS WITH A DIAMETER NOT LESS THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX. TO WHICH THE PIPE IS MANUFACTURED. C. PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES. James Mills V) E V U U ..�. 0 U OU) s ^^ v U)IL / 1 m w � UC.0 N 0) (1m "' V U 0 c000 w �.... a U co O 00 04 Nm N o N o > ^ N v , N ti� r­o r Lij CM V) Zk O¢ �r 2 ■ ,� a U �• ��. '� �CEN,gF'• �lJ, �i •• No. 74145 .� STATE OF IN •.�/�/ z w O U w a w D W 0 W Qa Q �Z L_ rwn V } m 0 w 'o O cy a� v U) J J_ 2 } m 0 w Y U w U w N N M cM 0 0 LLL H uj Q m� O Z J J N ch = = LU z L.LC14 W m co N Ln W U' m C)3: C'7 N O N N W r114; J a c c6 D_ A tf O N N N ..c L O N O N IL N 0 Q c a> I U O C O E 0 U a� co .5 0 (n 06 O Eli U) Q O O cn U W J U- 1 0 L-L I _ I \ ( I \ FND CONC. MONUMENT 5' OFFSET NORTH M ----AA - M PROF. 8"x8"90'_- -------------- D.I FITTING I \ - --- -TOF - - - - -TOE-�- PARCEL ID: TOE - 03-26-21-0010-00100-0020 -TnE _-. _ ---- TOE - - -- - TOE ONE STORY I ONE STORY ONE STORY ONE STORY COMMERCIAL BUILDING OMM CIAL BUILDING COMMERCIAL BUILDING COMMERCIAL BUILDING FF EL=90.18 roA ZONED: ZH F L '90.61 FF EL=91.13 FF EL=92.25 i - _ - _ i FLU: RES-9 - ' �t'+6' CHAIN LINK FENCE 1.4' - S.89'58'44" E 561 85' - _ •- � - -----M - M----- - M M M M M M 10.0' UTILITY�ESMT M V M M M M PROP. 8"x6" - ------------------------- PROP. 8*0WATER MAIN------------- ---------------------- - - - -o TEE D.I FITTING I 20'SETBACK 15' LANDSCAPE BUFFER N SCALE:1" = 20' 0 10• 20' I1._ L F R' _,v, I 40' PARCEL ID: 03-26-21-0010-00100-0011 ONE STORY COMMERCIAL BUILDING FF EL=94.19 LLJ N ~ _I w M M M 'N - — L1 ;V� - C/) PROP. 8"x6" PROP. 8"0 WATER MAIN I U) ----- ------ ------- TEE D.I FITTING e 4 - -- � {� ° ° 4 - - - W Iz NER SHALL BE RESPONSIBLE J UN BEYOND 6" G.V. I = SERVICE ASPHALT Q I� w w -w w w OP. 1"0 PE WATER SERVICE 3 I ND DDC e, I Q'D PRIVATE SIMPLEX JNDER PUMP REQ'D 2"0 HDPE S.F.M ,• P EL.=88.50 ss ss/ss sS ss 10' LANDSCAPE BUFFER I-�--- - 4' CHAIN LINK N 89'58'44" W 190.97, FENCE I 4 a J 4 I DAUGHTERY ROAD 30' R/W 24' ± ASPHALT ROAD _ y-- EX. 8"0 WATER MAIN REQ'D 8"x8" TAPPING PROPERTY SLEEVE AND G V BOUNDARY I I PROP. 8"0 WATER MAIN EX. FIRE HYDRANT 500' _X RADIUS I I � N I DAUGHTREY ROAD UTILITIES — � SCALE: 1== 20' L D: ZH ROR ONESTORY COMMERCIAL BUILDING FF EL=89.11 PARCEL ID: 03-26-21-0010-01600-0010 z 1 EX. 6"0 SFM00 o EX. 3/4" WATER METER W/ = BACK FLOW PREVEO I 3 10.0' UTILITY ESMT N M M M 7—M M 3 REQ'D SMH 3 --- INV.EL.=87.35 - -- -�- T.O.C.=90.2 COVER=2.85' I REQ'D 8"0 PVC GRAVITY SEWER SERVICE; 3_ L=126 L.F.; S=0.4% WIW s s-t S S s U) _ . w r+- w w ��- w =I 1 = n{' .� 4� W I 1 PROP. 8"0 PVC Z I GRAVITY SEWER -j REQ'D L= 40-LF ;S=0.4% INV.EL.=87.26 = I ii CLEAN -OUT U PROP. OFFICE BLDG I I I 1 N GALL BLVD UTILITIES SCALE: 1" = 20' Cliyllnlly era„ 1—.1 WIN UN. ON. 1.m11, neeiWiee.mm. James Mills E-wm 5 , 5 oF;ub a I i I �o REQ'D TRENCH WIDTH (SEE DETAIL G-9 ON SHEET C-6) /-EX. 8"0 WATER LINE M � -REQ'D 8"x8" WET TAP (TO BE PERFORMED BY CONTRACTOR) � y I CD I i I REQ'D DOG HOUSE MANHOLE (DETAIL SHEET C-7) - T.O.S= EL.=92.5t PROP. INV. EL.= 86.85± (W) EX. INV. EL. =86.5± (N,S) o Q I Q o O EX. 8"0 GRAVITY > r� w SEWER W Q z I ( O LD O m _ I Q ❑ I -- I I ...... Mir �. • No. 74145 STATE OF 1� 11F./0jq IAL I z w 0 U w Q w D U) LLI LLI J_ 0 U Jw U U 07 IL �W Q m 0 1..1... w O o x r� V ) J _J _ } M cc G U _ 0 CL W N N 't I L0 M C'7 QJ oLL > ui m Ji>> z Q J = OCD>- Q 1 w J >Q CO O/ OfL L c) a N c z Q m m N o t / W Ln 66 M O r _w 2 I- (y) N O N 10 N LLI 0) 3 (n .7 HILTUR ++ y _ Z) I U N N I N (n _C SHE CL a) O N It N N 0 0 Q 0 i +-A c a) E I U O 0 I c O E 0 0 Cn a) _M U O (n (n Q 06 V_ O L GO (n O a N N " (D (n D 0 w J LILT. REFERENCED DATA UTRfTY COORDNATKIN I. TOPOGRAPHIC SUNG PEAS OETNMED III - AND ,c,"OFNED BY _, Mta, It. li COvTRAI S,A1 NOT' ALL VDLITIS NEAR 11C fill AREA AT MAST 48 )9 ATOP I.- SAD; , PALL DE COOBLC :, BRAES OR DU TUC IRON DR fGOKr carte sl¢: vr• San IIAIp.WIq. TPRIr, AID x PROJECT SPECIFIC '✓ALV'- ('�'_ AR AA., j•_N -..F ";;H I I:JN C�`;K 2. iVBSJRfKE V1AILr E%GLo0.4110H Ww ilB'ANZ 'RO4 INDIRs m'a4 Io <ovslllnon ngs au11 RwL1JOl MO'FRwC 7U.WRra ruE aE 'u a IIONYA' At INASI b IIU40 FNRw 1U An L%CNAIIDN NNK -O IAVL NI Wm PE eoLn aw_ COaDSIOM AISERANI -',TEFL - CRIC.F 1-1,1 Gm. UPI swop UUM Mi RLSAXNT SGTD TAPPING VAL1S 'JHLL x JSUD FOR PAaO.SZ .'TDI RX oDttRA; Ion sw1 PrcA10[ A IwWAw a twD wlLc 'Na r rNF :4Ra MALK941P1M05�Do�NME MG LINE NOR WATER 4W V RE Ye PAWS .Ill YL' l _ �_E , XF-I'HI T '.V 5 . Nw RUflF0R11CG WED __ IIIIING LflllTlFi laA1Nr. IW R+Dhr NLAwfP IS I-BOo-U1-47F0 SO 1f WEAL N'1 'N Mrrr t:41MNYHIM I- RI INIANCIS .IN, INFANT (A;(RIA: IN ,SHUN , 4p raGE INN COVVftlGnS ZNICC• T-1 DaNIRAROA E 'E�S� NOR COOMMrK AND SCHFDUAc EAAI WITH RE ORMI Cr III MS TO ENDURE 1NT INEPL ARE MNNN RE NOnRwIEN NLWOO SHALI RE w qg D INUM AI LEAST 48 NDURS V AT L­ K ALL r i IttpU SINE BC N l K K-ORDR wIPI ADRW D7-01 (WY M7). INfCMINIgK TO ID I. SI M. A RUNE - AIR FIR. -I'll I1 IW MNWI/nNIAI u..IUN I_ WSN Iw [In1. -__ ID DAYS au BASIL BE IAw•f0 NI RE'LECTNE-T,K PALM. e1 ALL apE UIRITIS WP:T RE K URGE A, AYD/OR vy1'[C'[L MXM pp F A. 11R SLIMY AIN LOMAw(D WAS OB fCP U IROXETES ANO zc JA JW (NY 5b.'.F.'it; REOJIR6 MRI W9JIIv YNING [NIAAVA,XRN I.Y PUP'J(: ALLEYS. RGM a HATS OR 'PI E4E4ENR WJS' IF6 M_ Ic RARRGI cNX -1u IrPf Na X. NTS 1D 9ACNrLL :We,A�-Tay. 'IOW MR wSINtArN1A OR RCSTOM2Dv. 1 "OVD R 4 • NOT B: AN AC(CWIC NCREGCYTATpH C- ACNM1 CWOrL'NL raf PROXCT ADEQUATE TION O FOR ^aNsnLDroN IA snNc FCvroars STORM IWPRrsUI' wrtRaArM-CnA�xIWFOAna•s RFCiMMW ON LOCATORS Of UNDERGROUND CAS PPONFS .T. S-�ROR CLX: (NJTIDLD AED rLE PlGrtaloH PCIMLE wrcr ar) 52 DON'RACVR - RUBRI S-OF DRAMWGS ON AI PRFCAS AND ~,,,:Y2 - TO .1 FxMIFFR 1. AnWmR. 1N uR IN -A, -.ROAR NHaN NnA.A / 4 1. 'REV ME IUDI NW E SVRI WA. ALL W S R_ML_TNG "PORN T•E LSE OR 21 IT CONIRACTCR Is IMI'aG16'-L FOR Gil -INS• WILIG. OR PRMXNO Do CR 4EAl 'RI Nrr M. (NCY 'I-) 4M RLSLL' Al ROFONAL AND W,N EW7NT I CONTRUI5 IDI F NIS-1 .�iRADE VP]IF''C"'ON a THE SUP,TY CAT. a dWv Eli- PE BORNE R THE DONRACIOA. Now.- TO RwTEO' AND 5- IS s wC LTNI'Ca. SIRKILR�. NO DTICP ftATU'IES (Eq'OSED OR UNEIR•:ffC) 107 4A• BE R IW M IN ls5 I4O :2F.1 NT II SARI• HL( lsa NTAI M ALL IGCHS OR STOIXS WILE. INw 4' N F-R SE.- M REMOVED FROM - �^ 9. GEDIECNRCAI xWsnSAIRw AID TECOMNAIWTGNA =LA'fRNlO R RCFCi TO gF - GN _.�. ]. ThE LDY1RACrCR IESRKSWLL ION CONIAC'I Nc PO'NER JPMONE COVFAAFS ] SHNl fX /TE c rFN 'aw-'XAR CNV IXUNC NOD-»99 WV BACGi, NA•CR L yCGL NA'LTAL ILAI FRINN I_{OOT a MP 3 AID APPLNIEM1NIGFS SHAL NOT Cal'Av AW nqN[ TIN. P THAN v 4 Y W T DRcZn - -- e. N 16 THE RESPONSNIm OF 11I(IL DOHIFOR DR .O LSf tW 'Ir•. OF NWI AINMill W: I(1 HAVr I. 'GO FTXIN I'll ANTI/nA WALE., Anl AZ [500 C. _IINvnLc s)ST ,FATS (LNIV.), WORG Wnb fZMEP M1fS, ANI b1AnNING Ab RI'..:, I 11.m NNUCEU F NDF WgY FOP WHSIXIA:'Xw, AI Iw AIIptINN1V rARI TO W OANEN, N. AL WORKWIa9f NrRIWILS N I IE N ON AN ALES RRQL-1 aV4 FITH 1.N, IS Na.AL ID NxNSINxa TIN NNIsc LmuTYSEPARATION qO ro , ufS SIAYIIMo S•'Et'llf TIOr15 1 EC FKANDRIV RLATEST .AIX eR0^E Em1OK A'Nwr. N9r, AAD THE uisT rnY a 2ErimEEus 1AADVw. GENERAL r_ H .- IWN:1.^.N sNNA Nn-FY T- R.w r AAN:.Y(N x; RWK I.. ♦ CyWUM'vC 1 VAN wTR I•N-H N• [•NI 1A 111 III INN VINaM NN17IWIA nANDups. LVIEnf onFTrA'IsE VCKAmD. L ESS O _ CAST IRON ADJUSTABLE .-AlAI ON MURk WRN 14DN .CI D4 T =.xnlxN el a I' cI u n nbs w Acc:TRONKr wn1 iN rRxN u,AJIr S B1 MOPE-CttAL AID es (END.Ea m KD LIOIE u rbnm; ' VAVEE 30X 7. w_ 451ON AND CONSIT ON Swl IXRFORY TO T. C IRIRRa STMEMID" so ram, CONSTRUCTION SAFETY MIGRATION ova VEP RZLREMBJIS F0 BY iw LOP. AWNA III AND .1 a ZEPMT 11 42. ' LOCATIONS 4NERf A MONDEED U-w'Tr CTW^SC MCT••CR .TUT. THE FRO-07 56. AGANCOF I P- N PUCE 'JP R TAPPING VALVE N YNIRA:ILN N ANN1111 WN IU W' .. A ' 1U i• RANI•• N G R^f PCSHONSNWm Or irE CC ni4:lON�O eR- CAN 1MR WI'H MF OSHA - 'N U71 T' G:WE BE RGTAyZ N ACCONCAFF DNA 1. III UrIM Odlf DRIII MD SxMl?' ANO A6A•WIOH A 1 AA I I R Rh]. ,:giti IwP AN, WNII n ,, DyFM10„E. -IW CWMNSwNs D• SICNNU AND MUNF RIEO ryr IM"S IRO MAIERW,[ TARE AREGECOKE VAR DIMENSIONS IVOILA ON -HE DRAWIr�. f SCNIri 1 NYMfNS AA. AWfE N AS aNHNeL JHaX NMIfA Ix MH vANIY ul. Alp TiE1 RDIINRRENrS. .V FLANGED CONNECTION DEWTONS OCCWR. THE CONTRACTOR SHALL NET `V 1C ONG CEa AT LGr 12 HOLRS 15 TIE [ONTRKTC9 SHAL RE SOIL v PfSPONSRNE FOR Ca+5RN1[rGN SAFETY. " IS N -, INAI A I .. _ rl INN Nr m v( n NY WNVI, A RMXN "R -- - "DOR TO COMSTRUC-pN FOR A xTERMNATION All RCSO VVON. NOU E AL..A AN N•-IIp11RC 1.1 FYRLA U KII COlIMI DIEM, THE COIFRw'On SW1 Slaw A RE-G IIOV 1AN TT n(F ENLpzFP to AFi - RRON � REAL ON BLOCK R. TIE FON"Al `AYLL CLACK PLANS RIR -1 CE AND S _roAK S FROR V RESTORATION TO ODVREI NE. w AL RCjXA-lW EFFOPIL bliA1 BE SUMEC' TO 1ME _vA Or /I F Y AWE C WLLI C" P Crw _ P aEA-VAVN. ANY RBAK w T,E ANL1..1 CT ID I Is ITC cor:TAAcwRs R ITPOTIOD W To BECOYC FAOVOR rH -NE OVALS ARE SPCarIm BY T'E r s AND DIE vSIR`EEA 1L. NL M1WL. SIREJI01 COPINCNArS, C11RD5. L,711E, rtRai DOG, LAIEQU NH c,_NCIn::. I.M.tn:. csrLRNFn l co1EIN 1. 1 ATHF s or X NS uAU In A. + 'NF FxPE M a Ire [•.»t NV::IOR 0 i F SATEF I_ [NIWECA AN AA W AA MAINTENANCE OF TRAFFIC .JLE EXt"B.T UT�) STUBBED FARTH --' I G-6A (TYP) O _ ICOLRplpITO l -ORMI XOR To Mmm "p1ALIC IP.rOP 1C pGInZA, THE CONTRACTOR S.WL CTNI AL AC -DID Ca6nLCTON AVD SCIXCJLE wSNCTCV ACCDN. Vf. 'O Aar REnL-TONS. N.NFH 4. THC CONPMCTOR S,NL R[AER "O n1[ SOIN F_ C, "I.... s TRUITOwAl10N SM11FJ) •UM NOUN I IN,ICXES AND ID AAp ARID, V I 1 HI NIXRM 1 vNA nWWlr a w 'I AWN AN. RNIInIM'Fv OI RI fWFAIYL.WN 11 ALL Ex,.STST. Eli AND MFOCC AS EO. D NIRN THE PA61nT - RE ALL BE oR F' C A. P T RUCTION.. AND SrWo BE AIID IRED E AR,R 1R,WSRWIATON O TH N yNATION1AND rEq 'VID AND Ala RROM CONSTRUCTION` ppw AND COHNSPRA Y. AS AIP^lFY»F. '0 ME KdtlMTION M'] O[iNLS - YARnis An7RCis WW+C _-I UIISCOIOON RMN TK wlHn. wJAN r TIE cNPUA0 o,R ORRIC' D Br .Ip AT 1X ExPLV;t Or PI[ CONTRACtoR V RE SARSFACTGN a'1X OWN[F. PAOvp[O w RESC LMSfRLKTGN DRAWIAGS. N TIES MJ CCINNECT ON MJ TAPPING SLEEVE CONSTRUCTION UYOUTILIABT$ OF CONSTRUCTOR s. A] MDlwuxs DINAMOM cIX COEIALC TO A Y AAW `= a YE. A K, ALL WERE- �_r S-ANORTD RIG]' W.I. CAN RE TUNE AT UVIN.IV OI A. J.II(O PSI IX.f AlARE SWA_ ol ,'I . HURCJI 'Ax14 UAW=G'_STATC'L Y./ROO t. 11 nF OONTRI 1. SHAL IW Sl. OF A GA/FySRM. WUAS1 A IW a ON,M f;.N TINT. � 'L S I '". IA._'N rD11rIjRllA.vtE WR NALp,1 D6Gv aIpDINCT. LATEST ZnH. " 5A. ae. [M CaNTRKTRrRA A M RESPONSIBLE FOR TAT. NTENAVa a PEDf iTdIN Nv.11 I, A . 1 IA VII. 11 .RSIE S N SW'ILO IU IN [NC'A-!X NIOn WNY.v W: IAYa11. ACCE981MAWTENANCE OF FACILRIES 11 FIR, ET AND K•RWIM 1G A' AL. IMft DJRNL 1W FAT10N O NC IAOI[CI. NOTES: IJ IS IX.IIJNIM T - •A A1.11, CIIIT-" a IW Rxwi L- - Am/rW wr . INt uNINN r» -1 -AN �-,w N A;:LSMLIAN;r WIN 1. [IAIVA". -1 Ur CGEINLCIIUx b+r1W4 al IW IwAwaAv 1a IVN AwCMIF PY INN rNMN 29. hE c:vIgACYR STALL fWDrTOE MCC, 1: ALL E%P.11NG urIl1IK:/FA:IN[s AND n ROIX4pVr n F CCNrW-f rE' 'i AG] SERIES Ap mC TGIMAGAL SPECIn�.[In"s INE CONIWCIa! sHLL rUWNrsN. EET AND !Wtt ALL YRf TRAFFIC CONTROL AND SAE'Y DEVICES LR Aw iR srEcxTCAL_ NOTFO aN r»[ DNAwNcs. YAKrwN LKINIEIIIIfTZ ;Dmcr, Iro. .. .E E 1TO rvR YJ; BE AT ALL INKS ToaGMr N¢ FAaflur I. All HRASS/SIAill F S PI AND FITLINOS SHAI I RF THR-rAD='. SCH. 40. - EXISTING CONDITIONS MP91G NOTES TvuA r f G MUST IX AND R i RE - f DECx a .AccER. ALL rAvnc Uw ro TWr'Ic A E cLos. o i; U TMfiNrMY$- NI STEALING. NNWRCAaO. LNAfNG. AND RACiXAa 5HLL1 W RKiWZ IN NRpN aEXEnG n Iwv: F1tVW1 CNS AND OwF ICE 5-INCT.RG TAIL oMER K U• PCA IO Lv CRAG N'JIGILU PONN'S f,CttiA."fCR SFA1 E LUMP SJV Ixx;l f' 'A F A 7L M Lb,.K MAI (3AP1FH 5 ;UST ;:AP SHAI A IMIN .M IHR�ADF ). I RF I L ( ( / R.PFI1a K.A (Ir b1i U1 ION 1N1 I'NEm a KK OI IIAvi NANV I.. rl � NN I !YRts ..vv ROAV ONAD ERRATA. I T W PPCR:R RAND[ MAAl101Y, ARE NGNYCNR ANC P O'IX r 4•W Dill IWV HA4u•N� WINK[': 4A1 WLI a MAMW n nR ° DEMOS ANL' Y141LL BF FAVIEONw K'Sa.WKE .IN I. HNAIYK -N4 a A IMWI ND I F 15, I 'A S, Alw •RNA RA AIRS .i:E,iiNc TIRE WDa PNOR 10 IANSNJOIpM s1 ]Rc a rmN , sHBA1N ax PJAE sNA_ ooar'FDro ro THE ADKTh'T ;mvart RUN TRNSTAMps sE:Pcv no. stOl 3. ACI-AL LE NGIH Ct HRASS/STAINI IT SS PIPEI NE IO HIT Dt IFiMINtU IN 1-F FHD. IS. lKP 1C 910E DMWNp rR(PNWIIIN AND iLRRITTN AND ^TIRO ANC a RMiCD OF RR( INAT55 NOIFD D I, "IINA TIRE a AVM" AND 11171E RAW SHILL BE AS , 'I' . W[ A.w»vi +-AAMKr R.w n wr uArsv NOI:D cR:RwsF. AND .E SpRs Av7 BNEncw� rE. x Ac:am: ro roo- W»w._ x wT rx.E+lcck RC"fRFh..E FORT ADfXCS KID 11ROI.LII 650 AIp IrN FEF NODWr .YID iPAfTC NAIRALS TW MITRAI -1 ELT E Jis ILa�= SNP 4A-ERW: a CONSTRICTION, OUSGE DNI It ,, 1ICx' -s ROIMCVES11 AD ALL PRI LENGINs ARE Ar-NAIL. IPL WASH -'- Pos s'W'aF E1pRAA END Opal SIAIL'NfUS IATrST FIIIIIIOM. I. DEFLEC- C'R INi AL_-ITT'NGS AS '<EOUIREU TO MA KTA'IN COVER AND TO SET BLOWLOFT :11-I.NS, OIL.' 10 - L.N. I J� Y WILL HI .11. I.: vIY_. ON 1-1 HYMN $FUTONS ARE -O END or Fr[. M 'LLIMD. .111. MAMIbA1(NIS (N NNW )WWM1'OC D] PPE NAN I " SI1PP'RIS ARE NO• A•RYAN UTALSS A S"CCAL - OR " 1R INE COVITA TOR 914E r1aFY IW OREN AVU LVC N -, wAEDAT' R CONOINATXw E RwR@ rol surr R'S, LOORIN E. Ap TRIES SNAIL BE /.N M nIL PR DRIVING SJ m F• RX CONTRACTOR p ONE NG w A., :a1F.JCTS BETWEEN MF. OWWRA04 Alp ACNYW COACIn_v4 ARE OECOJmEO MF -oNlWcloN sHu IIOCLRAT[Lr REcaRo ANY SAC a L_rs cw wE IEDORD FI FNE,C) Nus F:-' PFnEW AND APmoYA e. THE ENaNnR /RADA io YErAJ.rrGN NAAYxrY sFAc'"' S. EXTENSION OF VALVE BOX SHALL BE SET 50 AS 70 RESERVE 1 J2 OF THE AD.USTME\i DRAW VGr i1YL A AS NSCFT. LENGTH FOR fUTL1?E '15E. 11 AW mDPar• c.R .,.:'I'MENr,. CR DINo1 NAll Wrlwl'IF Iss- _ WATER NW F' P Llln LN :'I'MENXarn Rn -FVXI'XN A ANY suw Ilrra IwMLkNHLx DrNAL2 WW NH ,NA I'. N [%AL MA; UN WW1 NDI 11 111E OWHER AVD THE FA],NEER aIECA•E.. AND ADIUSIE/RESTCS THESE RTVS AT No All RU MAIN PIA'[ µl IR CM p,::HI' w1. W YN V11N ., Nv DIWNA. NUI[II ON W R- Ali NA V YAMS ARt ,N .A I•.T. Ia F.h OXl N.N. -,I 11 a1..'; =Ea'D ID MAINTAIN 2' DEPTH TO OPERa'r'.c NUI ON � FR_S_ED :'4 `!F i_FI FXTFM1 f.:I' O wMIGNAL COS. N 'RE ONNER. IF G R CHaISFS TO 'SELF PERFORM THE WDNN OR IS��N N TFP R,. Ow-. RNA, NKS- wNINE O'NGA f. All )0 AURMSIR ANDSNL INa GAUa TRADER WIRE ON ALL MAIN 111 I S HEXTEND IRE To LIAIIJ VI,, .I ;.'H N'i:f+l= _Ov-i. (11 " AND W 11 W .Ill., INTO FAG, VALVE III MIN St,YRNENT EXCESS M BRAG RAE THREE IEEE ANNE rNSf OFNIC. IS INE PONniKFOR N ABIONSID,i FOR REPARK RAF• DNM L- 10 JIBivO 19IJIIES, wDVL OR BELLY GIOLA , 1N1 W OCCUR AS A PI Dr R{ Ras IER10.0 BY EDLA,nKTGPPN.LD1.1.IUSCDViRKT As - -1.5 AA[ TS. 1 A 4RMN OA 1. FS FOR TWD-HOIW XNUITION AS FFIAWI INo.ArpIAA WET TAPPING SLEEVE AND VALVE DETAIL a MIT E ILA UN *,,L RJR FRAIL FROM LINE001NSY RATIR VANE ME.] FAIR----- - - - A fa aIFR:IwN MiTFA AN, A III TNF RA% NOW M­RIN ANNMA• (­)�,-- -MR, -1 N%la A ITN FLAW NY-_ .111, Y Al, PJIAIE WATCH CONIEC 5NN- BE MADE WI C17r IN ICS WITH •ANYES. TEMPORARY JUMPER CONNECTION NOTES A TEMPORARY JUMPER CONNECTION IS REWIRED AT ALL CONNEC'IONS BETWEEN EXS'NG ACTIVE WATER MAINS AND PRCPOSED NEW WATER MAIN MPROVEMENTS. THE DETAILS TO BE USED FOR FIL_INC ANY WATER MAN OF ANY SIZE =ROM EX STNC ACTIVE. WATER MAINS AND FOR FLUSHING OF NEW MAINS U- TO B" DIAMETER (2.5 FPS MINIMUM VELOCIr-) AND, FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN CF AN'f SIZE TIE AUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING. FL,.SHINC, ILSTINC. AND OISIN=ECTION - THE NEW MAIN HAS BEEN. SUCCESSFU_LY COMPLETED AND CLEARANCE FSR JSE FROM nlE 'LORDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINFN- AGENCIES HAS BFEN RECEIVED. THE JUMPER CCNNEC-ION Si ALL ALSO BE USED TO MANTAIN A MNIMJM PRESSURE HYDRANT EVENS ON AS * OF 20 DO IN THE NEW MAINS ALL THE TIME AFTER DISNECTION AND JN-IL THE 'DEP CLEARANCE Ii FOR ADTI''N'N•AI nFFIH _ ` `� LETTER IS OBTAIKEC. ADEQUATE THRJST BLCCKINC ANC/OR RES-RANS SiSBE PROVIDED - TEMPORARILY, AS REOUIRED. PIPE AND FIT7INCS USED FOR CCNNECTtNC THE NEW PIPE TO THE EXIS'INC , PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWNA C651, 1002 EDITION. CCLP-aE CHECK BACKFLOW THIS TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE OSWFECTED BY SPRAYING OR SWABBING PER SECTION I OF AWWA CSB' 92. _; ENCASE 01Li ;IVNL .. 1 FFEVLTgN ASSEMBLY SCH. BC GLVANZEC / FELT OR FlL W/ 97.A ION VALVES (:'N'O.•1X. PIPE I FIrtING5 I'R(WIDI HMI.OtARY 3. FLUSHING OF 8' DIAMETER AND LARGE WATER MANS MAY BE CONE THROUGH THE TIE IN VA_EE. IN - FiWpEIC. -- iRi CLHINILAIION i'RIIIR -C JSL; / 2"• CATE( SUPPORTS AS R-OLIRrn THE PRESENCE OF THE UTILITY DEPART. THE UTIi TY DEPARTMENT WILL NOT'FEC N 'WRITING. 48 HOURS _ 1 VALVE / PRIOR -0 THE FLUSHING OF SAID MAINS. ' WADER EAE-ER I b J UkNISFLJ BY THE CITY), 1) 3/a' NOSE BIB AYE =LN I OWING I'NC(:f UUNF S L;H Al HF FOI L DWFD: - 2' C.V---_ / � w/ VACUUM BREAKER A. II'1 II' -IN VAI Vf `; SHAI 3F OP=RATED AND I IRA S!IIINI It SIFT N -HE PRF"rFN(:F OF TF'F III IIIY (:UMPANY AND I'14DNIIN 10 WILY WAlt,l IIvHTNFSS PHIOU IN ILL Ill -N VAIV`:: INSTAL SCREW TYPE A DJU, TABLE 'VALVE -i I M R1:11 ANI NCI III II(41I ."All H• W HH ACH) OR A NI. W VAI Vf IN', All 11) IMMHOIA TH Y FOX k COVER ,MANKLJ PVC T^ Sr,t' RO Cl4v A ),IAL:I N I(I IIII I A41N;� VA VI _LAVE BYNN HUU. , / WATER) A- TIME T" 12" TO 33' ADAPTOR irrn REVOV7A_ OF TEMP ABOVE H I11 IINAI.OHARY AW111.14 CONNLCIION STALL 1- CON!:IIR(R:IIU A!; OLIAILLC. ILL JUMPLR JUMPER GRAIL _ °• SCH BC PVC CONNLCION SHALL BE USED, TO FIL_ ILL NLW WAILR MAIN AND FOIE OROVIMNG WAIL14 FOR HAGIERICLOGICAL SAMPLING Or THE NEW MAIN AS RLOUIRL.) BY TIC FDCP PERMIT. ,'A ]/R' SS NJIS HOIL! PVC -I - IU '- G' y).'. (n.') - I I/N' SU NUT *,7/4' TYP 3-NOZZLE FINE KRAW DANUNG flu il-M-B SO NUI (TV to NOZLLL) Illt VALVE A40 HE ILL Nit EAK AWAY '_AIGE INRfCDY CCNnrurn jil ME WATER VNN IS LOCATED FINSH CRADF UNDERIHLNOAL`WAY (IN WHICH CASE GAIL VALVE AND L'OX THE VALVE IS TCBEN,MN. /' r rx111nl(T 'N-F. IOrATrn 1R" r?OV FOP) ,�> , " A I W . G` RMJ CV 6• WALK VAIN ENIN) ,,, re' DP �_ / U'I') _ SOH 80 GA_V '-� 'L A::L ['• tlkA3:, PLUG K - FLJSHING SHALL NOT BE ATTEMPTED DURING FEAK DEMAND IICI 0:• iH_ EXIS'ING ` J/n" 55 ROD-2 RF.C'0 (Mlh') 'DR PR!INOE REST11.11 - ' PTA' CORP. STOP AT -ME OF WATER MAIN, .JOINT$ (SEC NOTE 3) 7"• S^'I AO PVC ��� HI MOVAI Or IFMP. .A1Mrf f2 - ALL DOWNSTREAM VALVES N THE NEW SY'A'EV MJ';T BE OPEN PRIOR TO OPENING WASHED CRUSHED STONE FOR GRAIN SUMP (FIAT N' II1,. I.I -IN VAVEL 57 STONE) EXISTING RATER UNE1 J'• CORP. STOP _ f11EOVIDL 1 CHI AND RION OR THE PRESSJRE AT THE - I -IN 'CNN I. THE PRESSURE IN THE EXISTING MAIN MUST NO- DROP ')FLOW 35 psi 'SAE:. A III M RANI N',IAL.AII N IN WITH THE V I " . _ YL U SHALL tlL ACE-JNJANLL L U IY'B IANJ Utvi.Ul'MW ,.VV! - TIE-IN VALVE SHA-L BE OPENED A FEW TURNS ONLY, ENSURING A PRESSURE DROP NFw wAnR Iry ` ACROSS THE VA_E IS ALWAYS GRATER THAN 10 psl. U 3/4• ciuNlrs' .. _ VOL) CUT AN) IHNtA1tU AS REOORCC, DR rROWOr nE5'RA,N 7 VONIS. D7J3_E STRAP /III-N VAIVT MUST BF CIOSL) ANJ -- 30l ISLE STRAP SADDLE RFMAN LOCKED CTY TO PROI AVOLE C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY -HE CITY UNTIL F_LSHIKG BEGINS. . ORr NYn RANi". -T,.JI Or INSTAHM PFTN i' ANn 7' FROM rnor Or PAwVrNT. LOCKING MECHANISM. VALVE AI BE OPERATED BY Un_,rY PERSONNEL ONLY D THE TIE- IN VALVE SHAL'. BE OPENED ONLY A FEW -JRNS FOR FLUSHINC OF -HE NEW MAIN. , TIE RODS, NJIS. Y;A,HERS AKD OTHER FASTENERS SHALL BE CA_VNIIEO OR H'PE 316 STAINLESS STEEL, THE PROCECURE S-AL_ BE DIRECTED BY THE C-Y AND OBSERVED BY IHE ENGINEER. - 4 Iji I'JMIIH 17ZZ_L ,Q Be IIRIINDN;ULAII C CcN c2L1141, OF MWON SINLLI. TEMPORARY JUMPER CONNECTION DETAIL E. A -TER FLUSHING. THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED - nRr IM>,ANI ASSrmgT" Nxi Unr: NI TIAT IS SI I;MN INEI UD,NG D PPr IC R//W1Y, IMP TFF AT MAIN, IrOXUNT, REDUCERS, V'AIVF. _ - - POS-ION 3Y THE C'Y. HYDRANT 7ATEASIONS, VALVE EXTENSIONS, A'LL PIPING AVD IAISCF,LAWEOUS APPUATEhANCES REQUIRED FOR A CONFLEfE INSTAL.. AnON. NT$ 4, TFE CI-Y SHALL -EST THE RPZ BACKFLOW PREVENTION DEVICE AT 'HE TIME OF INSTALLATION. ::. ION Hi WOKANIS III PAVLC N(ADWAYS, INS I ALL HI PAVEMLNI WINRW NUN HHL HYU'IANI IDLNRFR ALON. WINNER SHALL BE NOTE. pjrrr. NS '0 BE. DETERMINED AT TIME TY PRrr.ONSTM;f.-ION f.(INrrtil NCl w/ CITY J EXCEPT AS REOUIREC TO FLUSH LINES OF GREATER THAN 8" IN D AVETER, THE -F-IN VALVE SHALL r. IN AC-EDRFAII WADI ino- 1 N TII IF RWN11C.n AR r n'U AI'1 06. MAR (R SIWI OF a'ATfD N r frNTl'77 If CI O.^,I SI AN PE n: DR "I'll MT. REMAIN CLOSED AND. SHALL BE LOCKED IV THE CLOSED POSITION BY THE CITY, THE TE IN • MINIMUM SIZE REOJRED OR SIZE AS REOUREC VALVE SHALL REMAIN LOCKED CLOSED LINT)_ THE NEW S"STFM HAS BEEN GLARED FOR USE BY FOEP TO PROVIDE FLUSHING vE_OCI-'•. AND ALL OTHER PERTINENT AGENCIES. _ ___ -- - _ MAIR;:O.0 Is. ;g.Tn w,> Nw �w WRIENNOUI1NLOI CITY OF ZEPHYRHILLS A IIrKNn. INIDENGwcJHD ccvracrcP Ww KYANa Nunrvr un (12 Ipues) 10 I RI Lba JIRMNWI[WSRfiCN NOVEMBER 2021 I CITY OF ZEPHYRHILLS NOVEMBER 2021 CI STANDARD DETAILS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 0 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 /�/�) 0 11 0 PHONE (813)780-0029 FAX (813)7110-0613 W - 1 PHONE (813)780-0029 FAX (813)780-0813 W RI DOUBLE CHECK WITH DETECTOR ASSEMELY OUTDOOR INSIALI.M)N rESCC I MODEL B%. OR APPROVED 'DUAL JI 7r"*)STATY_' VALVE FREEZE , PROTECTION (FREEZE PROTECTION NOT SHOWN FOR CLAM. THERMOSTATIC r VALVE SKOVUD BE NSIALL_) ON 'HL GEMIN�TNJIV LEND COCK OF ME 1 BACKFLOW INEVE.TER) GENERAL NOI I. A MASTER METER ASSFMRIY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK '1� PCST INDICATOR OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY VALVE A WAIL OR GATE. THECC() AESS ROAD SHALL BE 12 FT WIDE MIN. AND PAVED VA RECJINEO) HJ UI 9O ELL (TY') I 'I ' (CONCRETE OR ASPHALT) SEE DEinL oh 2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE (:LASS 53 D.I.P. FOR 4 INCH SHEET 6 AND LARGER PIPE. i 4�3 CERTIFICATION BY 111E CITY OF PROPER INSTALLATION AND OPERATION WILL BE RI OF RFFl FCTOR IN Tl'LNT' R O• URIVING LANE ADJACENT '0 FIRE H`ADRANI. If HYCII IS LOCATED AT AN INTERSECTION, A BLUE RFFl-CTCR SHOH,D RF INS, A_LLO ON 00711 SIR_LIS - FIRr 'HYDRANT ASSfNIRI" FIRE HYDRANT REFLECTOR DETAIL N. J' RECEIPT F _ AGII ECEP OF CLEARANCE FOR 115. FROM FCFP AND Alt. OTHER PERTINFN Gf NCIH `. THE C,AVNTRAr:TON SHAII REMOVE THE JUMPER CONNECTION. THE CORPORA ON STOI ARE TO BE CLOSED D PI UGGFC WITH 2 3RASS ''I UGS. I A I IVSTA IATGN ANr) MAIN -FNANC: OF THI IIM✓OkANY JLMPIH .^.OKNFCIAIT TION AND ASSC I: HA(:Nf LOW' P•EL VL N'I:"I 1LVICL II-N�::. VALV-, FIG, SHAI Hr IHL HLSPONS,BILIIY Of ILL :;ESN I RAC I Oft. TY OF ZEPHYRHILLS NOVEMBER Ads&CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT I 825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Wj39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W PHONE (81317BO-0029 FAX (813)780-0613 PHONE (813)780-0025 FAX (813)780-0613 TRANSITION y NT'A MIN SIR SLUT': ^.G11FI N " OSHA UNJrv'iURBEU SLEEVE (l'F) F%ISTINC PIPE EAFTH (1YP) FUN CIlf, 1° ION G0 'UN:M Rrm) ENWrS "RUONU RR!.YCI HIS TRfNflr.^. ;hP)� / SI arA,^,f .�. -- w. rpir SIIOmNG IS HVI I %I; NUEJ TO SURFACE, gOPE EX4IYATIOV AWAY (I) ll% .'A S Ic FROM TOP OF SNORING PER OSHA 'L 'WARNNIC 4 --, NLJV REMWIS - - IA't - nG / PRIOR TO CCM.LCTION Or FIW: BACK' LE. f/ A Y - / REMOVE SHEET NC ABOVE 12' OF TOP CF [%1] LNG PIP[ ---r PIPE: REWVVD-R OF SHEE'M: TO BE LEFT j IN eacr O 4 // PIPE OL50E DIAMETER OR PExPE DI / ` VERTICAL CONDUIT SPAY 0 7 .� SPOOL P PE - 3 I REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. NEW WM PIPF SPRING ONE CR CENTFR IVf % 4 pp[p TREN;;N VAX MUM I- UGA`Ts; _ MU TEE �REi RAINED; OF VFRTY.A_ CCNCJrt SPAN : - A ; OPEN CAL WALL HDCHT ^PIPE ',iIFPOR-`` SRTTW: (Nt TRFNCII Mx -� PER OSHA RLOUIRE.MLNiS JOINT FILTER (rrP) a. THE CITY WILL FURNISH AND INSTALL THE METER/BACKFLOW ASSEMBLY AFTER �- (PFR MANUFACTURER R / /I''I m FMSHED I RFr.DWMFTI)A•I-AS) - INSTALLATION FEES HAVE BEEN PAID. THE CONTRACTOR WILL BE REQUIRED TO (.. /4' ION SHEET NC INPE COnSIHU,I VN. UFIIVL CIU7E (TYPI - "' INSTALL THE METER/BACKFLOW FOR 3" AND LARGER METERS. CUT -IN TO EXISTING DI OR PVC PIPE sI ItPNG II BOIICM (r IYCAVAnON ICH MN) - - IA-rRA SUFPOni AR Rr0.11RFn iY Tllr � / _ "9 , x I% 5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1AxW1.4 WELDED coNiRAc-DR, Rrr.,i,mrn rw.N:R 'IRE OJTVDE DIAMETER OR NGRQ.. rONDI.NT SPAN � WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY PEXPE DI OR PVC TRACING WIRE REDLII REGARCLESS DF -� I;- I STRENGTH OF 3000p9:. SPOQL PIPE TkLVCI, m'L (REFER TO ADDITONAL NOTE 2) n 1 0011CRE-E SLAB. 4" -HICK . 3'-4' WOE R N111 10 -0' LONG W/ I W4 9NW4 9 IMF. 6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL PExPE DI '^R PVC ' CNUNI EXPOSED EDGES r- BE 2 INCHES ABOVE FINISHED GRADE. PI E'1VG PF SPOOL PIPE 7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH 4" FJRRPOJ )I PIPE SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. _iIII; � �,�,T, -- 8. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING - T NW WA. P DIAMETER NINIMIIM IDNA SDEWNl F%CAVAM)N LD CLEARANCE [__RADII CONI (I) (IVf:II S) A (INUHl5) tl (INCHES) - I7 nAV 74 i 11 2A... GNIAIIN 'R 18 ONES ZONE NO. NAME MA LHML OUMPA;IXIN •I FINAL BACKFILL AS SPECIt ILD AT IFAST R511 MOnIOEO PROCTOR 2 :NITIAI IACKrI WLX MUM DRY (3�~ HAUNCHNIC DIL ,III AS M FAcONG C 1557(98% W TIN UNINR R7'r' ~- F'_w LOT, DRNFWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), IRFD 'winr STARI' VATTTIAI LS-WOINTrREf. REO.JuNUI5 rrun(v,T'oN PAVEMENT) 4' F, A r. D Nr ELE METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD TRIANSI-ION) COU'PJNG EXISTING PE 'A_ 4' ;MJ 01 90' LL, PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 SLEEVE ( TYP) PIPE TITNCII ZONE. NOTE): TRAFFIC BOLLARDS ARE REQUIRED. DFiNAL BACKFLL SHALL BE INSTALLED IN OF i NOT EXCEEDING D INCHES. LOOSE NEASUREMI REFER TO ADCITONAL NOTE 3. •,` (JINITIM DAf.Kllll fILAll '4 INSIN, ll: IN HER NDI FXCRDINC. A NP,IHS, COS: VIASURIMINI. A..I IIFI.S SIw1 IT' CGMPACIIU 'iY IVANn N;xr AM TAMPING OR AN APPR,I mFTHCn DF Alff-ANICA 'ANPNG REFER 'D N.nmCNN NoFF 3 tl4iESE MJ TESL (RCSTRNNED)J (I)HALINCWN4 SMALL BL IV 'OW' fI' HWAINNFO INIMtHHl IN UIS NOT EXCEEDING 5 INCHES. LVUSL MLR'UNLMLNI. ALL J-TS )MALL BL COI'PAICIFO BY AND TAMPING. IIAl1NCI I,Nf. !OATH HI TROJ4-1' D' FG UA Iv ON i(Inl 7Crs cr TF 1W I. PPE AND FITTINGS SHALL BE DUCTILE IRON, SJ. CEMENT LINED NIERIOR WITH RANGE FITTINGS FOR ABOVE GROUND F[NI uNDERCRGu„D PIPING. TEMPORARY METER NOTES: CUT -IN TO EXISTING AC PIPE BEOOIAC SHALL BE Y4Tn,LED 0V F-r Y .FAA R:n AI Y•F[ N LIFTS NO" EXCEEDING 6 INCHES. LOOSE MEND SHALL BE CFr BE U USE. MANUFACIUREPS RESTRAINED JOINTS SINAL! BE USED USE 1. THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND Ll4IES: BY RAtNJ OH A EX 10 'ET. 11 A rlr IONAL rAWPING. 140'1LNLY SNNIC Bc,L H015 BW_L 6E EXCAVATED IN THE BEUU NG IU '2HMII ASSLVtlLY ,ITT 2. CERTIFICATION BY THE CITY Or PROPFR INSIMIATION AND OPERATION WRI Br RCOWRED PRIOR TO ACCEPTANCE OY THE CTY. ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. ,t rr Pwr. RrrrR 1c aODIr,oNAL NDTr 3 DDI J. ALL ASSEMBLIES OR DEVICES MUST NAYS ASSE APPROVAL ONE PREVENTION ION DEVICE ASSEMBLY SHALL A 1. RESTRAIN ALL PIPING IN ACCORDANCE WITH EXHIBIT G-6 OR A5 DIRECTED w,P N' N ^ P D NAIVE, UNDISTURBED MATERIAL M. FI IY D TBENCHES IAEE'F,Nc THE COMPACT AND vE IS FOR SED HE UNDER LE CHOW TI DOUBLE CHECK PRESSURE DEVICE AS LISTED ON THE APPROVED UST OF THE IJNNER9n OF SOUTHERN CAUFORNA FOUNDATION 2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE BY THE CITY AL N W .All W BEOgNG )MTFAIµ NElJ hDi tlL Ht"UCkL OR REWORKED, EXCEPT FOR SMAPIAG UI IHi BULL HULLS. All WHINE REFILL IS RECUIRED. BELL REFILL IC IRED FOR CROSS CONNECTION AND HYDRAULIC RESCARCH FOR NSTAHAVONS WHERE CHEMICALS ARE ADDED TO THE FRE SUPPRESSION SYSTEM. IF NO CHEMICALS ARE ADDED. A DUAL CHECK BACKFLOW PREVENTER CAN SE USED WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT FOUNJATIIN SHALL BE REOLIREO WHERE JN'.JHABLE WTEML S ENCOUNTEiED FOUNDATION S•At_ BE N ADC(REANCF WITH nir AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT. 2. SPOOL AND SLEEVE PIPING LAYOUT TO BE SIMILAR FOR CUT-M CROSS. REOUREMWTS FOR BEDDING. REFER TO ADCMOW_ NOTE 3. /. THE 6 INCH CONCNtIE STAB SHALL BE REINF ORCLU WITH 6A6-11'.INW1.{ WFlrxn WIRE cABFnC AND SMALL BE TYPE I, PORTLAND CEMENT WMI A MINIMUM 28-DAY STRENGTH Or 3000Dw. 3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL 3. ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYWRAPPED PER ADOMOnn. NOES. S. SLAB MOTH SHALL BE 5 FT TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR HILLSBOROUGH COUNTY STANDARDS -0H HLNCNIs IN'aHCLLAY IRAHC All OR BLNLAIH SURIA(:c 104UVLML S (LG. SILL UPFALI, LI'_'.) St: CONIRACI SPLCJ,(AUCNS FOH ZONE REQUIREMENTS. An'RTIDVN P.(M'PA:'TION RrounryrNiS Srr DRAWyN;S FOR SURFAF.' IMPROVIATNT AND /OR irsinwKIN rwiq W ITRF ARPI IC.AAI r. & BOLLARDS NFFnrD IN HIGH TRArric OR vr111C1 r MOVEMENT AREAS. 4. FOR ASBESTOS -CEMENT (AC) PIPE, REMOVE TO FT. (MIN) OF PIPE ON 2. TRADING RARE SN/WL BE INSTALLED UV TIIE $ICE CT 'HE PIPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NY,GN ARE TIE. F THE ARE S CAMAGFD OR ]. ALL ABODE f.RMF VALVES TO BE OSkY VALVE HAND 'WHEELS SHILL BE LOCKED WITH CORRO5101.-RESISTANT CwINs (INE CITY EITHER SIDE OF THE NEW TEE AND REPLACE WITH DIP OR C900 PVC N -X'-- ND: A 311 WAILNI•RDO I F + N 1 tics tD tlL _ D In u sI'Lxl SEAL_ BL INSTALLED TD It[I AI ILL WRE. THE ENDS Ix IHL IKAanG 'NINE SHALL BE ro PanMDE THE Locxs). WHERE FEASIBLE. AS PROJECT CONDITIONS ALLOW, NO AC JOINTS SHAH BE VALVE X - AV T 11 VA - . rmnlr4rt IJp N nTR'1 AI '[ Ro ON mr unr n A r I�YIXtAr. Vrs nF RF swl (E A M'N M.IM ca if .S' IrTT LNMR TR vA; Vr RC% COJFR GENERAL WATER METER ASSEMBLY NOTES_ ALLOWED WITHIN 15 FT. ON EITHER SIDE OF THE NEW TEE. THE ARE SHALL BE IS-ED To VERIFY CONDUB•v,r J. AL LHNAIRVL J"I I„OKNEuS, NO' LXCI LING 12 In'CHlS LGDSL MLA`U'RLMLNU ARE ACCL19ABM N IRLVI:i I'JNLS '. 2, 4, AN.) 5 PROVIDED 1) IHL Lilt BACKFLOW PREVENTION ASSEMBLYJFOR FIRE SERVICE ONLY) - --- - RESIDENTIAL OR COMMERCIAL DEVELOPMENT CUT -IN -TEE THICKNESS DOES NOT EXCEED .If[ MAXIMJII VALUE RCCOMNENCD IN 'WRITING B" THE APPLICABLE PIFE MAHLAACILIFIIFR AND 2) 'IELC TEST R13'ULTS CONRRV THAT THE SPrprYT, COMPACTION REOU'IREMI Al- BEING ME' . TYPICAL UTILITY TRENCH DETAIL _ _ --- - - -_- _ - - _ -- - -- _ -- - - - - A NOVEMBER 2021 NOVEMBER 2021 NOVEMBER 2021 NOVEMBER 2021 NOVEMBER 2021 CITY OF ZEPHYRHILLS - CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS - - CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT - CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33642 039825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 . a PHONE (819p80-0029 FAX (811)7811-0813 W 11 PHONE (813)780-0029 FAX (813)IW4613 W 12 0 PHONE (313)790-0029 FAX (8131780,0613 W 16 E PHONE (813)7804029 FAX (813)7804613 W 18 PHONE (813)780-0029 FAX (813)780-0613 G 3 - -- li-- - ___-_, - _. - - -- _. - __ - I NITS OF F' I.:I'. 'I '.. -- C; -F Ha PAVFMFN RESTORATION Mt I_H FXI' IV' -RENCH IHICKNESS -OH WIDTH 1"MTV ___-,6• �_'j 68 11 Ij' PAVFMFNT (TTYP)Nr 7 FXISTING PAVFMFNT= - I I I-UNDISIURDCD [ART I, Y1� 1 II -i i \-_Bk 10C _IM_NJ(:t BASE 8" ���- T TICK (MIN; SC NOT[ 2 Z; CODA A,,PIE- _, 12 10 5-F ",PICA PIPE TRENCH DETAIL MIN 983 MODIF D FOR PPF COVER 'EPTH AND PROCTOR CRY <SI'Y, ASTM C'1j/ - J-- BACKFILL REQUIREMENTS NOTES: I. ASPHAIT PAVFMFNT RFSTORATION OFTAII APPI45 TO CITY ROADS, DRIVFWAv- PRNATF ROADS, ORIVFS, MISCFIIANFOUS PATCHES, ANT, SIMI AR RESTORATION 2. NF'N I IMFROCK TO RF COMPACTED TO NOT I FSS THAN 98X. MODIF FD PROCTOR DRY DFNSITY, ASTMD 1557. 3. FOR COI ROADS AND STATF ROADS, DESIGN SHAH. RF IN COMPLIANCE WI PASCO COUNTY STANDARDS AND FOOT STANDARri,S RESPECTFIII I Y. ASPHALT PAVEMENT RESTORATION --5.' 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PIPE -- -- CV I - � ��iy-VALVE ._III i T11 -" - 1_I) )� rEroT RESTRAINED JOINT i �I I fI1.I Ti:-iT 57 STONE = =T (157 STONE R=TA!NFR RING_,__---I IIDPE PIPE R x ;TEE A L HDPF MJ ADAPTER f J WIDTH OF BEDDING EQUALS LAYING WIDTH OF VIN_VE --2" (6" BEYOND EA SIDE) NOTES. 1. LXTENSIl OF VCIVE BOX SHAII RF SET 50 AS '0 R-SERVE 1/2 OF [HE AJJJSIMENT LENGTH FOR FUTURE USE 2. VALVE- SIEM _XIENSIO\(S; FII IC MAINIAI\ J' Dt PIN- 'C CAL--:A'IN(: 1 :1N )FPHf;iSFU PIPING CONNECTION MAIN III OR MORE L17`4h HDPE TO DI OR PVC GATE VALVE BOX T - - - - --- --- __ - -- - . - - - - - - - - - - __ ____ NOVEMBER 2021 NOVEMBER 2021 NOVEMBER 2021 NOVEMBER 2021 F CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS -- CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CRY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHULLS. FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 A 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 G -9 PHONE (813)780.0029 FAX (813)780-0613 G � M C PHONE (B13)780-0029 FAX 1813)780-0613 G 11 PHONE (813)780-0029 FAX 1813)780-0613 W -3 -�- Sullsl�ine I State One Call Ir VALVE 1YIT SL"'VCE TYPE • .Y - GTE VANE A VA_VF 517f. • BFV- BUTTERFLY VALVE A. VALVE IDENTFICATK)N -A/,//WADER flF-- GPSK ANCHOHEC TO CONCRETE ry _I DIRECTION AND NO CF - -70 IVNNS :0 W'N f - \ 14 1 /8" IFTTFRS SK N 1' I 4-1i I,'-),--- InA BROAIE DISK (T•P) CAST IRON' DO 'I ,A. rrrrRS ^WATLR" PAK" RtUr (POI OR Rf0 (rii SEE NOTE A. n X 6'r,nNr.All rRF'r POD NOT': LDGTOR WIRE ACCESS-2" SCH W PVC. FEMALE ADAPTER COUPLING AND 2- BRASS PLJG W/ RECESSED NIT. TERMINATE INSULATED. SOLID 12 CAUCE COPPER .00ATOR MRES A- `OP h/ 12- OF EXTRA WIRE PLAN VIEW I 0,5' OC. Y FROM TOP VALVE COLLAR AND IDENTIFICATION DISK r - CITY OF ZEPHYS 1NO RHILLNOVEMBER 2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PH , I _� ONE (813)780.0029 FAX (813)780-0613 Y �■/ FIRE HYDRANT ___ 14 CITY OF ZEPHYRHILLS �NOVEMBEIR 2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 3354210 1 O PHONE (813)780-0029 FAX (013)780.0613 V/ C /� , OC U) a> u ■ O V) V L �0A, v / W V) L A v' m w N O U N O 2 E•"D v I '0 Qj O U LL ll Rrr.Rr D U N N CO O 00 N 0 (` CD N o > ( N 00 v , N 0) r.- (0 i , T` O ) w R.� O Q ^RRRR .= a-C) : > 'I PALc y °IOnFR ny JPIPM Mlllf N.JNnwe ANIW James Mills E ­",°°=�: ,° m° PNPA,m.. I» o!I o1 r ACPIw IHN ­-­1-I.:II e'zB ­7 I'll. lo-ls w II SEE *N C) W e 44 ///i '*.. 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THE 0 Ori 43 FMN PROPOSED OTMn TWi M LAO m AOMLE M KNOWN IgMZORA .P _ BETWEEN R AN. - UI..0a IN NYOROYHCE WAIN M TYN1rAL OUT' CITY O F Z E P H Y IMM2WIA SETWAIMN OELN ANE PMP NEOAUEM2 M. ndM LAW (M W,.,) KTxA E5 TAT PENSONS WAND U,:AVAtoot; N PUBLC STRETTS. NLEK. Arirrt_O-WAY$ D. IITAm USLN[.IS A,ST' IFS, ®rAM N. At IOC FIONS MERE A FWOPO[FD - CROSSES AN LNILIIY', THE NIOPOSEO STANDARD D E N'OIWIAId ON LOCATNMS OF LAMEIOAOAM GAS MARINES NNIY TIRE M MSTALLW N ACCONbvICC IHM M ,rNa1 UtY10 CONLKT MTAA AM Tp(➢ REWWEENR. 10 zl. M coKTAALrcR R .-I FDA WINONA, ANNAA. ,F PAOAoxr, DADA YDw) 4e A M [WENT INAT A I� OONLKT CAN NOT IF REmWn M NNwc A NNOW CITY OF ZEPHYRHILLS UTILITY NOSSAW, M PNONc1 Aw wPF•DA! -1- 1mrMs. 11MAnM1. ANn oMR FEAFIWS (L'N "'I d "NEMDsm) "' MAY M INWILD W HS Wrwx. 22. M CONAACTOI SALL M RLIAIAISBtt FOR CMAW NW[A/I[IEPHIOHL CONWKs ImV1E AMRNEF a IT, _ NC THE ,YPr - m 1 W., M ED�I,Wr;IOA SHALL SLIYI A REJFAId MN M 1N -11 1d AwNONAI oMo11 TO EOWEMRC WON. A41 IIELDGId IFFMrs TALI M AAAC, TO 1. AA•nOAAI 39825 ALSTON AVENUE ZEPHYRHILL AFe A11MNGtlL ro NANE LADIES - NED AND/DR cvr WITS Ad01'm ATM AEPLACED. A A4CE]SARI' FDN TXASI ION AT NO AODtFOA L COST m M OWES. d M ENw.[Fn wn ANY AEELT[D uram DaLPAA4T5. PHONE (813)780-0029 FAX (81 -- - - - - SERVICE TYPE HALVE TYPE • VALVE SIZE • PV-PLUG VALVE g• VALVE IDENTIFICATION SEVER ANCHORED TO DISH AIICIIOREO f0 CONCRETE 6" PY DIRECTION AND NO OF L-20 TURNS TO OPEN 1/8" LETTERS CAST IN !• <f)n sWIA 6 DLA BRONZE DISK (TAN) CAST IRON UD WIN RAISED LETTERS *WATER' PAINTED GREEN (SEWER) OR PURPLE (RECINM) SEE NOTE e !e" % R" CONCRETE PAD f81II. LOCATOR WIRE ACCESS-2' SCR 50 PVC. FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W/ RECESSED NUT TERMINATE NSLAATED, S)UD 14 GAUGE COPPER LOCATOR MRES AT TOP W/ 12- OF EXTRA WIRE PLAN VIEW 3/4- CHANIFER FINISHED ASPRALT FINISHED GRADE (2)-/3 CLOSED TIE e 5" OC, 2• FROM TOP VALVE COLLAR AND IDENTIFICATION DISK NTS CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE 1313)760.0029 FAX (813)7804613 S 14 SEE VALVE COLLAR IDENTIFICATION DISC DETAILXHIBI _ FINISH GRADE OR r PAVEMENT TRACING WINE '`-HAND TAMPED BACKFILL AT TOP SECTIONT I ADJUSTABLE-�'`/- - OPERATING NUT VALVE BOX �' CI VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON SEE NOTE ! THE PIPE FOOT #57 STONE TRACING WIRE (6" DEEP) PIPE CV 1� I.11 VALVE - - - COMPACTED FOOT i�l Il #57 STONE WIDTH OF BEDDING EQUALS LAYING WIDTH OF VALVE +12" (6" BEYOND EA SIDE) NOTES: 1. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 2. VALVE STEM EXTENSION(S) REO'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36" OR MORE COVER. GATE VALVE BOX 18 FT STEEL CASING .._ .."__..._" RIGHT-OF-WAY 4'.4' PRECAST VALVE VAULT 3•x3' AL ACCESS HATCH SEWER MAIN SOLVENT WELDED FINISHED GRADE L w f CAP PVC WYE IN 4" PVC PIPE _- /SrNFR MAIN 6%4" PVC 2" OUTLET - DOUBLE WYE\ PROPERTY 2'-6" SO. THD OUTLET \ UNE AC PAVING OR _ FRAME AND SOLID LID / GRADE COMBINATION VALVE I & NEENAH R-1974-A % (SEE NOTE A) (ROUND) OR EQUAL g' pyC_ plpE / TO PIPE O.D. • 6 8" PVC 45' BEND 4• PVC PIPE • * NOTE: MARK ALL POINTS 4 • RAISE_, -CONC. COLLAR WHERE SEWER SERVICES PLAN VIEW CROSS CURB WITH A A'S" UNP VED AREAS IN SST GV _ MARK IN CONCRETE. PREM01 DED PLASTIC - EXPANSION JOINT 4" MIN. SST L CLOSE MATERIAL ENCASEMENT HIPPIE (ttP) AS REWIRED RIGHT-OF-WAY 3" TYP. ELECTROFUSION TAPPING SADDLE SAND BACKFILL T SOLVENT WELDED CAP HOLES FOR NEW PIPE SHALL BE OF MIN. CONCRETE ENCASEMENT CONVERT TO CLEAN -OUT UPON EQUAL DNA. PIPE SUFFICIENT DVA TO ALLOW PACKING CEMENT FINAL CONNECTION TO CITY SYSTEM _ (8" I.D. MAX.) MORTAR AROUND THE ENTIRE PERIPHERY OF �nNAL GRADE AS REQUIRED TO LN THE PIPE BUT NO LARGER THAN 1.5 TIMES N ENCASE FITTINGS THE DIA OF THE PIPE. PACK CEMENT MORTAR (1)2' O" JOINT? AROUND THE ENTIRE PERIPHERY OF THE PPE = ✓,a; J AS SHOWN--� / 4" PVC PIPE GONG. COLLAR- \ US FOUNDRY 7621 RING AND COVER. - - 3, To 3/4" UMESTONE ROCK II N � ° N 4" PVC WYE 4" PVC PIPE OTES 90' BEND DR UNDISTURBED SOIL A. FOR SEWAGE FORCE AWNS, REPLACEMENT VALVE ' 45' LONG RADIUS SWEEP SEWER MAIN vJ q„CIPE 4" PVC PIPE SZE SELL MATCH EXISTING VALVE 10 BE O y\N 4• PVC 45' BEND B. THE VALVE VAULT IS NOT DESIGNED FOR VEHICULAR TRAFFIC LOADS AND IS NOT INTENDED NOTE" GRAVITY CLEANOUT FOR PLACEMENT WITHIN THE TRAVELED WAY. 4" LATERAL ACCEPTABLE FOR PK WYE IN SINGLF FAMILY CONNECTION ONLY, NOT TO SCALE SEWER MAIN MULTI-rAMILY. OR COMMERCIAL SERVICE C. R NOMINAL 36' MI ONFINAL MAY ADJUST AS SIDE VIEW SERVICE SHALL HAVE 6" MIN. LATERAL SANITARY SEWER SERVICE TYPICAL UNDERGROUND PVC DOUBLE - COMBINATION AIR RELEASE VALVE DETAIL - - NOT i0 SCALE - NTS NOVEMBER2021 NOVEMBER2021 NOVEMBER2021 NOVEMBER2021 NOVEMBER2021 RHILLS CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS TAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT S, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39E25 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 3)780.0613 S -1 1- To PHONE (013)780-0029 FAX (813)780-0613 S -5 PHONE (813)780-0029 FAX (813)780-0613 - S -6 PHONE (813)760-0029 FAX (813)780-0613 S -9 PHONE (8131780-00" FAX (813)780-0613 S 13 L PVC WASTEWATER FLEXIBLE WATER MAIN ENCASEMENT GRAVITY MAIN COUPLING (TYPICAL) *f 10 FT _ 10 FT NOTES: 1. WHERE WATER AND SEWER CROSS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE. THE GRAVITY SEWER SHALL CONSIST OF 18 FT OF STEEL ENCASED PVC PIPE CENTERED ON THE POINT OF THE CROSSING AS DETAILED ABOVE. 2. WHERE WATER MAIN CROSSES BELOW SEWER MAIN, BOTH THE GRAVITY AND THE WATER MAIN MUST BE ENCASED, SEWER MAIN RIGHT-OF-wA� SEWER YAW I / SOLVENT WELDEDCAP PVC WYE a 4• Plc PIPE W /SEWER MA 4" PVC *YE .PROPERTY LINE 1 4" PLUG 4• PK- PIPE ` PVC 45 BEND • e NOTE: MARK ALL POINTS WHERE SEWER SERVICES PLAN VIEW CROSS CURB WITH A "S MARK IN CONCRETE. AS REOUN2ED RIGHT-OF-WAY 1j. SOLVENT WELDED CAP MIN, CONVERT TO CLEAN-OLIT UPON FINAL CONNECTION H TO CITY SYSTEM. FINAL GRADE 4' PVC PT PE DEPTH AS RED. PER CLEANWT INVERTS AS SHOWN ON PLAN & PROFILES 6".4" PVC DOUBLE WYE B" PLUG 6" PVC PIPE 45' BEND OR 8" PVC PIPE 90•LONG RADIUS SWEEP •J• yµN rj' I \p� 6" PVC 45' BEND 1PVC WYE IN SEWER MAIN SIDE_1/1FIN SANITARY SEWER SERVICE GASKETED AC TYPE C-304 STAINLESS STEEL _ NUTS, WASHERS & T-BOLTS 24 G, C-304 ST, STEEL STRAP LPILHHL iT IRON MICE SADDLE EWER PIPE SECTION rA A6111141 a mpa c p �" oRJs EIDMMMMEMO A SAN HAIRY 11 ® ® Il U 0 171 11 11 11111111IlLD0 U U L ,tic 190% y�Oil IN U-6- OFF -SITE 21," 1 „ 023 3/4 1/4T 4 3/8 3 023�" MACHINED SURFACES 024 1/4 023 3/8 021 1 /2 6 - F5/8 I _ 024 1 /2 - -) 030 1/4 O SITE 1/2 PER FT BENCH SLOPE (MIN) (TAN) 1NELUENI SEWEN (IOU) SEL E.HBIT S-M ME CXHIBR S-1 (IF AWLICNIE) SHAPE TO FORM EASY FLOW MANHO N L CURVES ML lYP SEE E.HIwT S-tR EFFLUENT SEWER SEE EXNBIT S-2 PLAN ii EPAME W0 COVCR DCTNL rYP SEE EXHIBIT 5-FA NON-SHR,NN GROIN ASPIMLL RN vARAeu ADJUSTMENT _ W//CON IT 2'-0' 6• AOIUSTIMG RINGS (6• AN. t0 12- MAz.) •I o TONGUE REINrORCING "I SOA35 TING PPE 4, DIAL SEE .FLIRT STAINLESS STEEL STRAP 2. OC - C W SOR 15 PVC ELM. i } 1,23 4T. OR T' / IENIGT OR AS T. --1 /4 `W 57 STONE 02• NICK) PREPARE wacRAM Wd IN ACCORDANCE MN THE SPECFIUTpNS SEWER LATERAL RETROFIT I�CON NECTNINS AND GROUTING IN MANHOLE ARE SCHEMATIC. GRAVITY MAIN AND WATER MAIN INTERSECTION DETAIL SEE ACTUAL OWLS FOR P,PE DIAMETERS. LOCH IONS AND INVENTS SECTION A -A NTS SCALE 1 : 6 z. CART ansoE Lx MANHOLE As sP[aFIFO. NTS 3. LINE INSIDE O MANHOLE AS SPECIFIED. MANHOLE COVER DETAIL MANHOLE COVER DETAIL FOR PAVED AREAS 4 RISERS S SEC ON WEN PpSAB t. NOT TO SCALE NOT TO SCALE MANHOLE WI DROP PIPE NTS CITY OF ZEPHYRHILLS NOVEMBER2021 1 CITY OF ZEPHYRHILLS NOVEMBER2021 CITY OF ZEPHYRHILLS NOVEMBER2021 CITY OF ZEPHYRHILLS NOVEMBER2021 CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39625 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S A PHONE (813)7804M FAX (813)7604613 S 1 6 PHONE (813)780-0029 FAX (813)780-0613 S -1 7 PHONE (813)TBO-N29 FAX (813)780-0613 S -3 PHONE (813)780.0029 FAX (813)760-0613 S 3A PHONE (813)780-0029 FAX (813)7804613 2 DOGHOUSE MANHOLE RUBBER- BOOTT SERVICE TYPE EXISTING REQUIRED VALVE TYPE • VALVE SZE G, _ GATE VALVE ETAI L • SEWER MAIN WV- BUTTERFLY VALVE i VALVE IDFhMFICATKKi WATER DISK ANCHORED TO CONCRETE DOGHOUSEMANHOLES: 6" NOTE; EXTEND SERVICE GV 1. FlG-A Doghouse manholes ore used, the base stub may DIRECTION AND NO OF L-20 OVER INVERT TURNS TO OPEN be cant -In- dace or precast and shall hors reinforcing ban REFER TO STANDARD DETAILS Ill, 113, 114, AND 115 FOR extending Into the concrete III used for the flow channel ADDITIONAL DETAILS OF MANHOLE new 1/8" LETTERS CAST IN 3• DM BRONZE DISK (TYP) CAST IRON UD WIN RAISED LFTEERS 'WATER' PAWED BLUE (POTABLE) OR RED (FIRE) SEE NOTE 4" 24'0 i 6• THICK CONCRETE PAD NQIL LOCATOR WIRE ACCESS-2' SCH 80 FIVE. FEMALE AIMPTER COUPLING 40 2' BRASS PLUG W/ RECESSED NUT, TERMINATE WISOATED. SOLD 12 GAUGE COPPER LOCATOR W■ES AT TOP W/ 12- OF EXTRA WIRE PLAN VIEW 015•OC. 2' FM1Y TOP VALVE COLLAR AND IDENTIFICATION DISK NTS INVERT FLEXIBLE CONNECTOR FILL ANNULAR SPACE CHANNEL TOP W/NON-SHRINK GROUT CHANNEL BOTTOM (SEE NOTE) EFFLUENT SEWER PIPE 6" (MIN) 1 GROUT PROVIDE SMOOTH TRANSITION IN CHANNEL BOTTOM FROM INFLUENT IE TO EFFLUENT IE. MANHOLE -CONNECTION EFFLUENT GRAVITY SEWER NTS NTS CITY OF ZEPHYRHILLS NoveMeER2oz1 CITY OF ZEPHYRHILLS NOVEMBER2021 CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHLLS. FLORIDA 33542 39625 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 ° - PHONE (813)MO4020 FAX (813)780-0613 W -3 I - , ' PHONE (N3)180.0029 FAX (813)7904613 p80-0029 FAX (8/3)7804613 S A Mate onr Call !� and bench. The doghouse manhole section shall have openings protilded by the manufacturer to fit over the existing plpe(a). The opening around the eidetfig P)Pds) shall be ceded with Concrete When forming the flow Channel to the top of the bench and the remaining opening above the bench with concrete or brick and mortar. NOTES: 1. Flow Shall be maintained during doghouse manhole con stru Ctlon. 3. Manhole pad to rent upon a minimum of 9" compocted #57 stone base. NOT TO -5QALE PI SEA G COMPACTED # 57 STONE BASE TED # 57 )NE BASE 4' ` OUT �• L • _ e NOTE a" ' t+••�" • '�• A FORMED BRICK INVERT IS RE- i .' i i'•W ;• • (jN OUIRIED FROM THE NEW SERVICE TO THE EXISTING PIPE. REFER TO STANDARD DFTAILS 111. 113E 114. /AND 115 FOR DETAILS OF :4 Ar d THE INVERT. 4 a. 9N �• CROSS SECTION AT EXISTING Ie SEWER MAIN B-B) or-0" FOR r TO 12" SIEVI R WAM . - ... VI FOR 15" TO W SEIER MAINS. -- C-0" FOR 3r TO 154• SEV" MAN' -GROUT i 6`MAX 6-MAX I I i l a 46 d SECTION ALONG CENTERLINE OF EXISTING SEWER MAIN (A -A) / E � � O 4--J •U ■ �■ 0 U OL /� \� U) V w .0) ` / ' v I m W CD U� N Cr) N C'7 (0 v/^ 70 0 �-� c LL OONO N co CV Q O N IF-> i / \ N 0) v , N 0) r*- (=) V1 Z #k 0Q ■ d U UgrtAly FDI y Jw MA:e ON: CN"JA ,M, James Mills E"WMNIIL� N.C.UGi.lu: nn O-Ew: S NA. C"U9 R44AIn;l:1 ,OYop alN OOCMIrM DMM2o2) le:n:ze-osoo ►tlltl�/�-- No. 74145 �Ip • 4L �® STATE OF •°��� /11■1E■11 (n Z W O U W Q 0 W D Cn W U) U TILT w Q <� U) LL �W V r DO< 01� o LU o 02 n� a U) _I J r m 0 LlJ w� = � U n W N J N LO Q ' (n w Q J LL J U ~ m J J o �/ = L.L Ncy) CL LU � GO o � m (0 j.- o � PROJ. NO. 21-2420 DATE 10-21-2022 SHEET NO. C-7 I'I - 1'III _ L I I n O CW C N N CD +a- N O a Sm a07 Q) a) a/ J a) I— V C) N N U E a Q N CD N N_ ❑ Q U D U 0 0 0 U a) .v 0 U7 Q 0 U) CL a) 70 U Lu J U_ Sunshine State One Call SHEET INDEX: G-1 TITLE SHEET G-2 GENERAL NOTES C-1 EXISTING CONDITONS C-2 SITE PLAN C-3 GRADING, PAVING AND DRAINAGE PLAN C-4 GRADING, PAVING AND DRAINAGE DETAILS C-4A SECTIONS C-5 UTILITY PLAN C-6 UTILITY DETAILS -WATER C-7 UTILITY DETAILS -SEWER C-8 SWPPP PLAN C-9 SWPPP DETAILS L-1 LANDSCAPE PLAN & LANDSCAPE DATA L-2 TREE MANAGEMENT PLAN L-3 PLANT LIST, PLANTING DETAILS, & SPECIFICATIONS L-4 IRRIGATION PLAN BROWARD / ZEPHYRHILLS a i' w" ' L - ' N � �f•t k�i,� •� - � � PilNln� t .1 K +1 3 'r X� f I� �.�. hw 1. _ •x4y a SITE LOCATION MAP SCALE: N.T S STORAGE FACILITY SITE PLAN APPLICATION 6923 GALL BLVD ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS, FLORIDA OCTOBER, 2022 OWNER / APPLICANT BROWARD DEVELOPMENT 3137 E. SHADOWLAND AVENUE NE ATLANTA, GA 30305 ENGINEER MILLS, SHORT & ASSOCIATES 700 22ND PLACE, SUITE 2C/2D VERO BEACH, FLORIDA 32960 PHONE- 772-226-7282 SURVEYOR GSS SURVEY & MAPPING 700 22ND STREET, SUITE D-2 VERO BEACH, FLORIDA 32960 PHONE: 772-696-5300 —s r �sr J r J,! t� ;. AW� e•9� dsr .t`.�i� �; I Ic-.i I I -II k. _ s lT;<.��a Y i ram'—`���±w" • I. ICI f� i J�NINC All _ -.�,�• �••"[AND li;r r.l s, �+ •b a. .,r.. � �� SITE ,. 1r:• ZONING: C-2 LAND USE: MX t a ZONING ZH x - LAND USE ROP � •.,;', Y K�;�F; SITE VICINITY MAP SCALE- N.T.S r'L:y✓ F V) 4.� U U ■ �� O V U) O 0 L W � V) F= m� w U � N CT) /) M V m L... U O c (0 � (0 CO N m CD O U N N � N � � O = W cri Ln Z 4t ~ U Q �. ..� d U SEA • No. 74145 :0 STATE OF qill f) z w O O w w U) J_ U LL QQ ) z L1 O A< } co 0 fy w 0 O a U) J } co r'✓ LL a w w Y U w s v � a L1 N N L0 ,cold (y)W ❑LL J CO U) m J J W J Q Q O�� w m �`Y'_ _ 0 m W m c0 N cn r= c Of o PROJ.NO. 21-2420 DATE 10-21-2022 SHEET NO. G-1 a- rn M M LO w im N N O N N r w I- I i� N N N N N 0 c ctl w O In N U O N IT N cn a s? O N O N N I) 0 U c O U O c O E O N O 06 1= O U) vi U) Q N Jt U) N L7 U w J LL N 89 FIR 1/2" 1 } I ❑-I Z�_ :3 U O m � I - co WO cn ZONED:ZH I FLU: RES-9 o O I 0 o � o m Oc6 `n m OHO JO w CD 200o w J o m 0 O J w O O o QOr m Z � CV I C� cV cl 0 I I EX. FIRE HYDRANT NORTH BOUNDARY OF THE NE 1/4 OF SECTION 3, N 89°58'S1" E 2648.41' C DAUGHTERY ROAD NE QORNER O SECTION 3, ( ) TOWNSHIP 26 SOUTH, RANGE 21 EAST TOWNSHIP 25 SOUTH TOWNSHIP 26 SOUT , RANGE 21 EAST - - - - - - - - _ 30' R/W - - 24' ASPHALT PAVEMENT TOWNSHIP 26 SOUTH 1" E - _ _ _ 24'± ASPHALT ROAD I I - - I'w , - - - - - - w W w -- W- - W - W w - N SCALE:1 " = 30' 0 15' 30' 60' N PROJECT DATA: FND CONC.- -- I MONUMENT cn 5' OFFSET OWNER/APPLICANT SOUTH ( ZEPHYRHILLS STORAGE, LLC. SITE DATA: 3.40 ACRES 148,104 S.F. cNU K 3137 E. SHADOWLAWN AVE NE BUILDING SETBACKS: REQUIRED ATLANTA, GA 30305 FRONT E 30' I I I I I E N C) v' M to I 7 V P I CD N I NO I w I I I g S G U.)a N N 0 w cn 70 I I I Lu a I '�' v cf) � z P CN I U SIDE (E) 0' NGINEER: SIDE (N) 0' LLS, SHORT & ASSOCIATES, LLC. SIDE (S) 0' 00 22ND PLACE. STE. 2C REAR (W) 20' ERO BEACH, FLORIDA 32960 HONE: (772)-226-7282 FAR (MAX. 100%): BUILDING COVERAGE (MAX. 50%) URVEYOR: OPEN SPACE (MAX 20%): SS SURVEYING & MAPPING, LLC. IMPERVIOUS AREA (MAX 80%): 0 22ND PLACE, SUITE 2C -BUILDING: 31,044 S.F. (20.9%) ERO BEACH, FL 32960 -SIDEWALK: 4,866 S.F. (3.2%) HONE:(772) 696-5300 -PAVEMENT: 21,231 S.F. (14.3%) N O PARCEL ID: p 03-26-21-0010-00100-0020 (ncn I SITE ADDRESS: h 6923/6927 GALL BLVD I ZEPHYRHILLS, FL 33542 EAST COAST PROFESSIONAL PLAZA ZONING: (PLAT BOOK 63, PAGE 1) C-2: COMMERCIAL - EL ID: v' TOE PARCEL -TOE -- -TOE -- p3-26 21 4C1.=W--M2%E - I PARCEL ID: O cn -- 03-26-21-0010-00100-0011 X 2 LAND USE: ONE STORY � MX ONE STORY ONE STORY ONE STORY ONE STORY CURB FCOWC.---'(TOMMERCIAL BUILDING I COMMERCIAL BUILDING I COMMERCIAL BUILDING COMMERCIAL BUILDING i COMMERCIAL BUILDING ! FIR 1/2" MONUMENT- - FF EL=90`�fl --} TOP FF EU=t ( -t ZON RES 9 ED: ZH FF EL=91.13 - FF EL=94.19 FF EL-92.25 -roP / 5' OFFSET NORTH - - - - - - S 89.58'44"-E _ 561:85" - 6' CHAIN LINK FENCE 1.4' N - _ - �"8'7'10 11 SN& I -PROP. cn I SHEDp 20.0' cn . 20' SWING GATE o R 250- BM # O 0)WITH KNOX BOX "D-CURB" L . a , 0 EL=9 . 1 w - -- -- I - N 1¢ II Q c w ----- - - o �� ASPHALT �'"�' ASPHALTR5.0' TIE INTO v J 4 Q o I 'R 40.0 o R5.0' 10.0 B O EX. EOP W o �rn�rn I 1205.0 9.0 L 12.05.0 _ N Z _ No O 6 Q I I �_. - SOP. A O I 0 JLLJ o 2 O PROP. LOADING AREA/////// \-A oo R3.0' - I "D-CURB" a'� -` 0 �o Jw Z❑ I 10 �' 3C a R25.0' cn Aq ¢4 00w OJ - _ C o a N w N I -- .. `_ --- PROP. OFFICE_.. a CO �6 � 1,156 S.F. N 5.0 .3 _ D I U► o FIP 1" I I DRY RETENTION 0.69' S I SWALE FIR 1/2" I -- DRY RE I EN I ION SWALE - - INIS ETAL' ANOP c, w (SEE ARCH. PLAN FOR DETAILS) Q -10' LANDSCAPE BUFFER \ 4 FIR 1/2�4' CHAIN LINK'" � \ N 89°58'44" W 19 . 7' FENCE aPROPOSED ONE STORY 3-STORY STORAGE FACILITY co COMMERCIAL BUILDING 29,888 S.F. FF EL=89.11 PARCEL ID: ` (GROSS FLOOR AREA = 89,664 S.F.) 03-26-21-0010-01600-0010 -PROP. WALL MOUNTED LIGHT FIXTURE (SEE ARCH PLAN FOR DETAILS) ZONED:ZH FLU: ROR 0 0 C6 i o _ N 30.0' 34' Q❑ w v � oo PROP. SPRINKLER & ELECTRICAL ROOM o w - N I (SEE ARCH. PLAN FOR DETAILS)- N o -1 w o I 144. _ 246.33' 1v N U- L) o � w Q o I ❑❑p❑❑❑❑❑❑❑❑❑❑❑a 0 co I o PROP. A/C w CD0 Z UNIT LOCATION j co ILLI En a PROJECT LEGEND: _- - - - - --- -- - z REQ'D 30" R1-1, HI -INTENSITY - - - DRY RETENTION SWALE - - - STOP SIGN I - - - U)U © REQ'D 24" W SOLID WHITE g Z THERMOPLASTIC STOP BAR PER w \ ( w FDOT INDEX #711-001, CURRENT DESIGN STANDARDS. I-- -- -- -- -- -- -- -- -- -- -- -- - �==roe-.--7p8 =-��- © REQ'D CROSS -WALK PER FDOT JTo� 20' SEEK` roe f --- �- - INDEX#711-001, CURRENT jog sw" 15'L SCA=swa i't1FFEi� sw swNF sw --�sw DESIGN STANDARDS. /� sw �- mi � _� r� \ -_ - swuF = sw- gOl_ - - Op MONUMENT SIGN FIR 1/2" sol sol aol FIR 518 O REQ'D R7-8 "HANDICAP SIGN" ►� sol-�f ZONED: C2 LESS SOUTH 30' OF TRACT 16 OF. ENTRY AND EXIT GATES qpL FLU: ROR � \ '�� (NOT INCLUDED) 6' CHAIN LINK N 89°56'10" W 400.00' ,2\ �r © REQ'D R6-1 L "ONE WAY SIGN" / FENCE PARCEL ID: sww: PARCEL ID: 4b\ � HC. REQ'D R5-1 "DO -NOT -ENTER f 03-26-21-0010-01600-0021 r\ + 03-26-21-0010-01600-0020 o�'F SIGN" lC� lO. REQ'D F CONCRETE SIDEWALK JC. REQ'D STREET LIGHT (TYP) PROJECTED CONSTRUCTION SCHEDULEDUMPSTER ENCLOSURE COMMENCEMENT APRIL 2022 © REQ'D ADA MAT (FDOT INDEX COMPLETION APRIL 2023 520-02) Su�>Ishine State O��e Call � JURISDICTIONAL PERMITS: CITY OF ZEPHYRHILLS SITE PLAN REVIEW PERMIT CITY OF ZEPHYRHILLS RIGHT OF WAY PERMIT CITY OF ZEPHYRHILLS UTILITY CONNECTION PERMIT CITY OF ZEPHYRHILLS ANNEXATION/REZONING APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ERP I S cn BM , T FIR 1/2" ui EXISTING _ z_ PAVEMENT J MARKING _ r. Q I U)4u � � w 0- cnw N w BUILDING HEIGHT: PROVIDED 30.0' 10.0' 56.0' 106.2' 144.1' 90,820 S.F. (61.3%) 31,044 S.F. (20.9%) 90,963 S.F. (61.4%) 57,141 S.F. (38.5%) 38'-8" PROJECT DESCRIPTION: PROPOSED THREE-STORY INDOOR STORAGE FACILITY. EXISTING USE: PARKING CALCULATION: PARKING CALCULATION PER ITE PARKING GENERATION MANUAL 5TH EDITION, LAND USE 151 "MINI -WAREHOUSE USE" AVERAGE RATE 1.36 SPACES PER 100 UNITS. REQUIRED: 622 UNITS / 100 UNITS = 6.22 x 1.36 SPACES/100 UNITS = 8.46 SPACES = 9 SPACES PROVIDED: ADA HANDICAP PARKING = 2 SPACES CONVENTIONAL PARKING = 11 SPACES TOTAL PARKING = 13 SPACES LEGAL DESCRIPTION: THE SOUTH 100 FEET OF TRACT 1 AND THE WEST 30 FEET OF THE NORTH 221.60 FEET OF TRACT 1, AND THE WEST 400 FEET OF TRACT 16 LESS THE SOUTH 130 FEET THEREOF AND LESS RIGHT OF WAY, IN ZEPHYRHILLS COLONY SUBDIVISION AS PER PLAT BOOK 2, PAGE 6, SECTION 3, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY CONTROLLING BENCHMARK NATIONAL GEODETIC SURVEY PID W 662 DJ8087 PUBLISHED ELEVATION 123.18 NAVD 1988 a Z = TRAFFIC NOTES N O PARCEL ID: p 03-26-21-0010-00100-0020 (ncn I SITE ADDRESS: h 6923/6927 GALL BLVD I ZEPHYRHILLS, FL 33542 EAST COAST PROFESSIONAL PLAZA ZONING: (PLAT BOOK 63, PAGE 1) C-2: COMMERCIAL - EL ID: v' TOE PARCEL -TOE -- -TOE -- p3-26 21 4C1.=W--M2%E - I PARCEL ID: O cn -- 03-26-21-0010-00100-0011 X 2 LAND USE: ONE STORY � MX ONE STORY ONE STORY ONE STORY ONE STORY CURB FCOWC.---'(TOMMERCIAL BUILDING I COMMERCIAL BUILDING I COMMERCIAL BUILDING COMMERCIAL BUILDING i COMMERCIAL BUILDING ! FIR 1/2" MONUMENT- - FF EL=90`�fl --} TOP FF EU=t ( -t ZON RES 9 ED: ZH FF EL=91.13 - FF EL=94.19 FF EL-92.25 -roP / 5' OFFSET NORTH - - - - - - S 89.58'44"-E _ 561:85" - 6' CHAIN LINK FENCE 1.4' N - _ - �"8'7'10 11 SN& I -PROP. cn I SHEDp 20.0' cn . 20' SWING GATE o R 250- BM # O 0)WITH KNOX BOX "D-CURB" L . a , 0 EL=9 . 1 w - -- -- I - N 1¢ II Q c w ----- - - o �� ASPHALT �'"�' ASPHALTR5.0' TIE INTO v J 4 Q o I 'R 40.0 o R5.0' 10.0 B O EX. EOP W o �rn�rn I 1205.0 9.0 L 12.05.0 _ N Z _ No O 6 Q I I �_. - SOP. A O I 0 JLLJ o 2 O PROP. LOADING AREA/////// \-A oo R3.0' - I "D-CURB" a'� -` 0 �o Jw Z❑ I 10 �' 3C a R25.0' cn Aq ¢4 00w OJ - _ C o a N w N I -- .. `_ --- PROP. OFFICE_.. a CO �6 � 1,156 S.F. N 5.0 .3 _ D I U► o FIP 1" I I DRY RETENTION 0.69' S I SWALE FIR 1/2" I -- DRY RE I EN I ION SWALE - - INIS ETAL' ANOP c, w (SEE ARCH. PLAN FOR DETAILS) Q -10' LANDSCAPE BUFFER \ 4 FIR 1/2�4' CHAIN LINK'" � \ N 89°58'44" W 19 . 7' FENCE aPROPOSED ONE STORY 3-STORY STORAGE FACILITY co COMMERCIAL BUILDING 29,888 S.F. FF EL=89.11 PARCEL ID: ` (GROSS FLOOR AREA = 89,664 S.F.) 03-26-21-0010-01600-0010 -PROP. WALL MOUNTED LIGHT FIXTURE (SEE ARCH PLAN FOR DETAILS) ZONED:ZH FLU: ROR 0 0 C6 i o _ N 30.0' 34' Q❑ w v � oo PROP. SPRINKLER & ELECTRICAL ROOM o w - N I (SEE ARCH. PLAN FOR DETAILS)- N o -1 w o I 144. _ 246.33' 1v N U- L) o � w Q o I ❑❑p❑❑❑❑❑❑❑❑❑❑❑a 0 co I o PROP. A/C w CD0 Z UNIT LOCATION j co ILLI En a PROJECT LEGEND: _- - - - - --- -- - z REQ'D 30" R1-1, HI -INTENSITY - - - DRY RETENTION SWALE - - - STOP SIGN I - - - U)U © REQ'D 24" W SOLID WHITE g Z THERMOPLASTIC STOP BAR PER w \ ( w FDOT INDEX #711-001, CURRENT DESIGN STANDARDS. I-- -- -- -- -- -- -- -- -- -- -- -- - �==roe-.--7p8 =-��- © REQ'D CROSS -WALK PER FDOT JTo� 20' SEEK` roe f --- �- - INDEX#711-001, CURRENT jog sw" 15'L SCA=swa i't1FFEi� sw swNF sw --�sw DESIGN STANDARDS. /� sw �- mi � _� r� \ -_ - swuF = sw- gOl_ - - Op MONUMENT SIGN FIR 1/2" sol sol aol FIR 518 O REQ'D R7-8 "HANDICAP SIGN" ►� sol-�f ZONED: C2 LESS SOUTH 30' OF TRACT 16 OF. ENTRY AND EXIT GATES qpL FLU: ROR � \ '�� (NOT INCLUDED) 6' CHAIN LINK N 89°56'10" W 400.00' ,2\ �r © REQ'D R6-1 L "ONE WAY SIGN" / FENCE PARCEL ID: sww: PARCEL ID: 4b\ � HC. REQ'D R5-1 "DO -NOT -ENTER f 03-26-21-0010-01600-0021 r\ + 03-26-21-0010-01600-0020 o�'F SIGN" lC� lO. REQ'D F CONCRETE SIDEWALK JC. REQ'D STREET LIGHT (TYP) PROJECTED CONSTRUCTION SCHEDULEDUMPSTER ENCLOSURE COMMENCEMENT APRIL 2022 © REQ'D ADA MAT (FDOT INDEX COMPLETION APRIL 2023 520-02) Su�>Ishine State O��e Call � JURISDICTIONAL PERMITS: CITY OF ZEPHYRHILLS SITE PLAN REVIEW PERMIT CITY OF ZEPHYRHILLS RIGHT OF WAY PERMIT CITY OF ZEPHYRHILLS UTILITY CONNECTION PERMIT CITY OF ZEPHYRHILLS ANNEXATION/REZONING APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ERP I S cn BM , T FIR 1/2" ui EXISTING _ z_ PAVEMENT J MARKING _ r. Q I U)4u � � w 0- cnw N w BUILDING HEIGHT: PROVIDED 30.0' 10.0' 56.0' 106.2' 144.1' 90,820 S.F. (61.3%) 31,044 S.F. (20.9%) 90,963 S.F. (61.4%) 57,141 S.F. (38.5%) 38'-8" PROJECT DESCRIPTION: PROPOSED THREE-STORY INDOOR STORAGE FACILITY. EXISTING USE: PARKING CALCULATION: PARKING CALCULATION PER ITE PARKING GENERATION MANUAL 5TH EDITION, LAND USE 151 "MINI -WAREHOUSE USE" AVERAGE RATE 1.36 SPACES PER 100 UNITS. REQUIRED: 622 UNITS / 100 UNITS = 6.22 x 1.36 SPACES/100 UNITS = 8.46 SPACES = 9 SPACES PROVIDED: ADA HANDICAP PARKING = 2 SPACES CONVENTIONAL PARKING = 11 SPACES TOTAL PARKING = 13 SPACES LEGAL DESCRIPTION: THE SOUTH 100 FEET OF TRACT 1 AND THE WEST 30 FEET OF THE NORTH 221.60 FEET OF TRACT 1, AND THE WEST 400 FEET OF TRACT 16 LESS THE SOUTH 130 FEET THEREOF AND LESS RIGHT OF WAY, IN ZEPHYRHILLS COLONY SUBDIVISION AS PER PLAT BOOK 2, PAGE 6, SECTION 3, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY CONTROLLING BENCHMARK NATIONAL GEODETIC SURVEY PID W 662 DJ8087 PUBLISHED ELEVATION 123.18 NAVD 1988 a Z = TRAFFIC NOTES ONE STORY ONE STORY ONE STORY ONE STORY CURB FCOWC.---'(TOMMERCIAL BUILDING I COMMERCIAL BUILDING I COMMERCIAL BUILDING COMMERCIAL BUILDING i COMMERCIAL BUILDING ! FIR 1/2" MONUMENT- - FF EL=90`�fl --} TOP FF EU=t ( -t ZON RES 9 ED: ZH FF EL=91.13 - FF EL=94.19 FF EL-92.25 -roP / 5' OFFSET NORTH - - - - - - S 89.58'44"-E _ 561:85" - 6' CHAIN LINK FENCE 1.4' N - _ - �"8'7'10 11 SN& I -PROP. cn I SHEDp 20.0' cn . 20' SWING GATE o R 250- BM # O 0)WITH KNOX BOX "D-CURB" L . a , 0 EL=9 . 1 w - -- -- I - N 1¢ II Q c w ----- - - o �� ASPHALT �'"�' ASPHALTR5.0' TIE INTO v J 4 Q o I 'R 40.0 o R5.0' 10.0 B O EX. EOP W o �rn�rn I 1205.0 9.0 L 12.05.0 _ N Z _ No O 6 Q I I �_. - SOP. A O I 0 JLLJ o 2 O PROP. LOADING AREA/////// \-A oo R3.0' - I "D-CURB" a'� -` 0 �o Jw Z❑ I 10 �' 3C a R25.0' cn Aq ¢4 00w OJ - _ C o a N w N I -- .. `_ --- PROP. OFFICE_.. a CO �6 � 1,156 S.F. N 5.0 .3 _ D I U► o FIP 1" I I DRY RETENTION 0.69' S I SWALE FIR 1/2" I -- DRY RE I EN I ION SWALE - - INIS ETAL' ANOP c, w (SEE ARCH. PLAN FOR DETAILS) Q -10' LANDSCAPE BUFFER \ 4 FIR 1/2�4' CHAIN LINK'" � \ N 89°58'44" W 19 . 7' FENCE aPROPOSED ONE STORY 3-STORY STORAGE FACILITY co COMMERCIAL BUILDING 29,888 S.F. FF EL=89.11 PARCEL ID: ` (GROSS FLOOR AREA = 89,664 S.F.) 03-26-21-0010-01600-0010 -PROP. WALL MOUNTED LIGHT FIXTURE (SEE ARCH PLAN FOR DETAILS) ZONED:ZH FLU: ROR 0 0 C6 i o _ N 30.0' 34' Q❑ w v � oo PROP. SPRINKLER & ELECTRICAL ROOM o w - N I (SEE ARCH. PLAN FOR DETAILS)- N o -1 w o I 144. _ 246.33' 1v N U- L) o � w Q o I ❑❑p❑❑❑❑❑❑❑❑❑❑❑a 0 co I o PROP. A/C w CD0 Z UNIT LOCATION j co ILLI En a PROJECT LEGEND: _- - - - - --- -- - z REQ'D 30" R1-1, HI -INTENSITY - - - DRY RETENTION SWALE - - - STOP SIGN I - - - U)U © REQ'D 24" W SOLID WHITE g Z THERMOPLASTIC STOP BAR PER w \ ( w FDOT INDEX #711-001, CURRENT DESIGN STANDARDS. I-- -- -- -- -- -- -- -- -- -- -- -- - �==roe-.--7p8 =-��- © REQ'D CROSS -WALK PER FDOT JTo� 20' SEEK` roe f --- �- - INDEX#711-001, CURRENT jog sw" 15'L SCA=swa i't1FFEi� sw swNF sw --�sw DESIGN STANDARDS. /� sw �- mi � _� r� \ -_ - swuF = sw- gOl_ - - Op MONUMENT SIGN FIR 1/2" sol sol aol FIR 518 O REQ'D R7-8 "HANDICAP SIGN" ►� sol-�f ZONED: C2 LESS SOUTH 30' OF TRACT 16 OF. ENTRY AND EXIT GATES qpL FLU: ROR � \ '�� (NOT INCLUDED) 6' CHAIN LINK N 89°56'10" W 400.00' ,2\ �r © REQ'D R6-1 L "ONE WAY SIGN" / FENCE PARCEL ID: sww: PARCEL ID: 4b\ � HC. REQ'D R5-1 "DO -NOT -ENTER f 03-26-21-0010-01600-0021 r\ + 03-26-21-0010-01600-0020 o�'F SIGN" lC� lO. REQ'D F CONCRETE SIDEWALK JC. REQ'D STREET LIGHT (TYP) PROJECTED CONSTRUCTION SCHEDULEDUMPSTER ENCLOSURE COMMENCEMENT APRIL 2022 © REQ'D ADA MAT (FDOT INDEX COMPLETION APRIL 2023 520-02) Su�>Ishine State O��e Call � JURISDICTIONAL PERMITS: CITY OF ZEPHYRHILLS SITE PLAN REVIEW PERMIT CITY OF ZEPHYRHILLS RIGHT OF WAY PERMIT CITY OF ZEPHYRHILLS UTILITY CONNECTION PERMIT CITY OF ZEPHYRHILLS ANNEXATION/REZONING APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ERP I S cn BM , T FIR 1/2" ui EXISTING _ z_ PAVEMENT J MARKING _ r. Q I U)4u � � w 0- cnw N w BUILDING HEIGHT: PROVIDED 30.0' 10.0' 56.0' 106.2' 144.1' 90,820 S.F. (61.3%) 31,044 S.F. (20.9%) 90,963 S.F. (61.4%) 57,141 S.F. (38.5%) 38'-8" PROJECT DESCRIPTION: PROPOSED THREE-STORY INDOOR STORAGE FACILITY. EXISTING USE: PARKING CALCULATION: PARKING CALCULATION PER ITE PARKING GENERATION MANUAL 5TH EDITION, LAND USE 151 "MINI -WAREHOUSE USE" AVERAGE RATE 1.36 SPACES PER 100 UNITS. REQUIRED: 622 UNITS / 100 UNITS = 6.22 x 1.36 SPACES/100 UNITS = 8.46 SPACES = 9 SPACES PROVIDED: ADA HANDICAP PARKING = 2 SPACES CONVENTIONAL PARKING = 11 SPACES TOTAL PARKING = 13 SPACES LEGAL DESCRIPTION: THE SOUTH 100 FEET OF TRACT 1 AND THE WEST 30 FEET OF THE NORTH 221.60 FEET OF TRACT 1, AND THE WEST 400 FEET OF TRACT 16 LESS THE SOUTH 130 FEET THEREOF AND LESS RIGHT OF WAY, IN ZEPHYRHILLS COLONY SUBDIVISION AS PER PLAT BOOK 2, PAGE 6, SECTION 3, TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY CONTROLLING BENCHMARK NATIONAL GEODETIC SURVEY PID W 662 DJ8087 PUBLISHED ELEVATION 123.18 NAVD 1988 a Z = TRAFFIC NOTES H N W I � w 1. (� THERE SHALL BE NO EXCAVATIONS LEFT OPEN AFTER DARK. U) 2. 3 ALL CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED A MINIMUM OF 15 Nm - N cn�CL r7 ( FEET FROM THE EDGE OF PAVEMENT AND SHALL BE PROTECTED BY TYPE II Z1 I10 cn BARRICADES. 10 3. CONSTRUCTION FENCING USED IN THE WORK AREA TO PROTECT EQUIPMENT OR m OF (n EXCAVATIONS SHALL NOT BLOCK SIGHT DISTANCE NEAR INTERSECTIONS OR U) Q I ul DRIVEWAYS. 4. ALL IMPACTS TO THE RIGHT-OF-WAY SHALL BE SODDED WITHIN THREE (3) DAYS OF EX. FIRE HYDRANT K: FINAL GRADING cn II GENERAL NOTES NOTE' 1. PARKING STALL WIDTHS SHALL BE DIMENTIONED FROM CENTERLINE TO 1.COMBUSTIBLE CONSTRUCTION REQUIRES TEMPORARY FIRE LANES AND CENTERLINE OF WHITE STRIPES. THIS APPLIES TO HANDICAP PARKING STALLS HYDRANT INSTALLATION PRIOR TO COMBUSTIBLES ON SITE. ALSO. 2.BUILD►NGS USING VERTICAL OR HORIZONTAL LIGHT -FRAME CONSTRUCTION IN 2 ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING SPACES ANY PORTION OF THE STRUCTURE SHALL BE MARKED WITH A SIGN AS REQUIRED SHALL BE STRIPED IN WHITE, RETRO-REFLECTIVE TRAFFIC PAINT AND BE IN BY FLORIDA STATE STATUTE 633-027 AND THE SIGN SHALL BE REQUIRED TO ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) COMPLY WITH THE FLORIDA ADMINISTRATIVE CODE 69A-3.012 AND/OR STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, CURRENT 69A-60.0081. SIGN MUST BE 8 INCHES BY 8 INCHES. EDITION, SECTION 710. 3.SURFACE MATERIAL TO BE USED FOR ROADWAYS, DRIVE AISLES, PARKING 3. ALL HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED AND STRIPED IN STALLS AND DRIVEWAYS SHALL BE ASPHALT PAVEMENT. ACCORDANCE WITH THE FDOT STANDARD INDEX 711-001, CURRENT EDITION. 4.ALL UTILITY LINES WILL BE RAN UNDERGROUND. 4. ALL NUISANCE EXOTIC VEGETATION EXISTING ONSITE MUST BE REMOVED IN 5.ACCESSORY STRUCTURE INCLUDING DUMPSTER ENCLOSURES SHALL MATCH CONJUNCTION WITH SITE DEVELOPMENT. THE STYLE, FINISH AND COLOR OF THE MAIN BUILDING. 5. ALL SOLID, NON -BREAKAWAY OBJECTS (GATE POSTS, BOLLARDS, STREET POLES, 6.ALL TELEPHONES, VENDING MACHINES ETC. ARE TO BE CONFINED TO THE ETC.) ALONGSIDE INTERIOR STREETS AND DRIVING AISLES WITH A DESIGN SPEED INTERIOR OF THE BUILDING (AS APPLICABLE). OF 25MPH OR LESS, THE MINIMUM CLEAR ZONE IS 2.5 FEET FROM THE FACE OF THE TALL NUISANCE EXOTIC VEGETATION EXISTING WITHIN DEVELOPMENT PROJECT CURB (TYPE D OR F), OR 6 FEET FROM THE EDGE OF THE TRAVEL LANE, BOTH SITE PROPERTY MUST BE REMOVED IN CONJUNCTION WITH SITE DEVELOPMENT. PUBLIC AND PRIVATE. &THERMOPLASTIC PAVEMENT MARKINGS SHALL BE REQUIRED ON EXISTING/PROPOSED DRIVEWAYS THAT CONNECT TO THE COUNTY RIGHT-OF-WAY (ROW) AND PROPOSE PAVEMENT MARKINGS WITHIN 25' OF THE COUNTY ROW. 9.ALL NUISANCE EXOTIC VEGETATION EXISTING WITHIN DEVELOPMENT PROJECT SITE PROPERTY MUST BE REMOVED IN CONJUNCTION WITH SITE DEVELOPMENT V) E W 0 U 4-i O U . �. 0 U O� L Li v 1 � w w � N O U � N m c (NM U 0 4--J O ON CO NO �.i. N O O ti W N ^O > r N a) v , N p) 1- (D I�// � (z)r- M - _ ll z at %' " E�SW . // ' No. 74145 STATE OF .•�(/�( NAL 1111 Cn I- z w O U w Q ❑ w 7) U U F- -J U Q `1 II � r LL rW v > co 0 IH O 0� a- !� v! J } co n/ LL 0 w w Y U U LLI N N "T L0 cM M Q J � w J U) Q mJ_ Z J = JQ O r w w m M CL N F-- 0 m rn w (D N Ln U PROJ. NO. 21-2420 DATE 10-21-2022 SHEET NO. C-2 M N O N O Lu F- M O N N U L L Q N N O N N 0 _U c U O f� C O E O U m N cc U O V) 06 O cn a N -O L- N (h _D U W J u- „4.64 I 84,E,3 x X 88,90 88.7 / ONE STORY ONE STORY FND OONC. x 8` .11 COMMERCIAL BUILDING COMMERCIAL BUILDING MONUMENT f3t3 ' ' X FF EL=90.18 8q 21�F EL=90.61 0 4 ') 5 34 7 g� 88Q ET NORTH x 1 x x 86.89 v I I \ x ,. 0 44 x x 8`;.08 87.11 \ 1 I } O O O O- \ \ 8F�7-88.6 V I 84i08 8 4 y 8 REQ'D 24"0 86 \ q 5. ADS PIPE L=103' \ 1 84.03 86.89 \ _ PARC L ID: 03-26-21-0010JOf O( 0020 84 94 x x x• 85.?4 ONE S�04RY�I ONE STORY I 9R(A 90.89 Vic. ,3 COMMERCIAL BUILDING COMMERCIAL BUILDING x ZONED: ZH 14 p `� U FLU: RES-9 FF EL=91.13 lf. FF EL=92.25 89.ri8 90.<30 / 90.CIA.44 x cI� 19°58'44"E 561.85- ( x x X. � 89.�7 A9.18 x 87.64 _ x ASPHALT LO \\ x 85.4Ci '\\\ ON - o Orn oX: 83.44 / co Q o CO u- � 1 w \ 8.0 dN O u- g z� I REQ'D M.E.S. x; 86 0 ON I EL.=80.0 4 N I < .4 o I \ \ 7 87.7 ° \ 88. \ \ .5 F I \ C-3 \ I I \ FIP 1" 0.69' S I ° ° I I \ w FIR 1/2" \ ° - �\ Q 8111H Z a CD �\ ej./ a O \ J O a 8 .5 I4 I � 88.7� 88.9 1 4e I \ \ PROP. LOADING AREA v 1 1 88.95 11 x 8 87.5 88 .3F, 87 5 Be, 06 x r REQ'D 18"0 x 8 .85 ADS PIPE L=221' 88.31 /-87-5// 7n 89-2 ° 4 88.5 -� o I x 85.46 PROPOSED 3-STORY STORAGE FACILITY 29,888 S.F. (GROSS FLOOR AREA = 89,664 S.F.) F.F.EL.=89.0 %88.5 �- cd H orvv E Icl\,1 C-3 I I 88.0 \ \ \ I SL" 3 v \ I x \ o I - N Q� og$ Q I cp \ O I I \\\\ ow wO N \\ w� Ud I I m\ z0 3 i . o� n¢.Q , d < 4 e N N it) 88.5 0 o I ---O-v 78.90 7c8; C -\ i u I 78,10 1 76.98 7I. 8 0 -?Tr4 C 1 P-3,11 / FIR 1/2" x 7''.75 C 246.33' 8.50 \ 8 ,' 43 4, PARCEL ID: ' 03-26-21-0010-00100-0011 x 9 31. 4 x 91.76 ONE STORY I COMMERCIAL BUILDING 91 7 7 FF EL=94.19 �' `�` ' ' FIR 91..�., 3. �3 x ' ' ;3 x 9c 4 } L 1 SHED 39.0 1 4 a- 9'.'ll � 88. a e`^ e 4 e . -9011A Ord ° 4. ' Q REQ'D 18"0 I Q x t38.63 ADS PIPE L=124' 89.5 I I W I _ Z J x x 8 8 7 5 ASPHAL D 88.46 9 .0 •2 ' !- 90.0 Q x r �. 90,17' 6� x- 88.83 88.60� 91.5 90.2 3 O 0.5; . I d- 87.80 t �.47x ° o 4.) x 88.8 I 90.3 x 88.73 , : _ PROP. OF I1��E� 9 .� 1 90.3 ,q ra 1,156 1 • 91.0 ` 5 F.F.EL=91.0 cn °.. c x 88.77 b r> .5• 10' LANDSCAPE BUFFER x 81u 8 9 q 88,04 �.68 - _ -'r -x - - - - - FIR1/2" xc>yU`.:� N 89°58'44" 7 r , �[ 05 J J J �"j xU9.81 3 ; 54 x 87.05 89.01 88.90 ONE STORY COMMERCIAL BUILDING FF EL=89.11 cci N 1 x ea < e ZONED: ZH FLU: ROR 80.0 79.0 9U07 x r \ ® DETAILS) \ \ 18"0 N-12 \ \ REQ'D ADS PIPE \ L=42 L.F. 81 Hc) f: 5.8� \ \ U_, 99 \ x 20'SETBACK -7 h \ 8 3 06 - A-� 3-- - - - x swA� f_ swALE 15' LANDSCAPE EFEFT- - swAte `__A/ =; 4 REQ'D M.E.S. ` x swA,� SWALE �r EL.=77.0 E �- sw^� ' s , �.94 W G ' 76 44 '~ SWALE - SWALE .---_ _-E � SWALf- =`.Cih 8 1 p !i i.44 K 84 u2 w y xx 8�'.99 ZONED: C2 80.76 FLU: ROR w S SOUTH 30' OF TRACT 16 x x 86 17n (NOT INCLUDED) x g ' r, t 8 �5 �isot'�75.29 x 28, 3 7 N 89056'10" W 400.00' 14.31 ALE1� sw PARCEL ID: r-� SIN 03-26-21-0010-01600-0020 x 76 61, x" 8 r_'. I 1 7 N GRADING LEGEND EXISTING GRADE SCALE:1 " = 20' PROPOSED STORM INLET 0 10' 20' 40' 21.56 I I I I PROPOSED SPOT ELEVATION 8.06 P PROPOSED EDGE OF PAVEMENT ELEVATION 8.56 TOC PROPOSED TOP OF CURB ELEVATION GNU, PROPOSED DRAINAGE PATTERN o PROPOSED STORM DRAIN PIPE • Dral Stftm*we Structure I.D. Type Grate EL. Invert D-1 C 89.50 80.93 D-2 C 86.69 80.60 D-3 C 86.69 80.00 PARCEL ID: 03-26-21-0010-01600-0021 C-3 8. 4 I l CV qP, 4 �-37,8;7 4 N s w 0 0 0 I I o: w w w m w a. Q U U) 1 g x 8 I I hz 8,6 70 x - tt[7. 0 p FIR 5/8" \ 8 84 OD �O \ �F\ PARCEL ID: 03-26-21-0010-01600-0010 v> s' x 9,i, 1 a 1 1 /2" -n x 3.1 I 6t .E. I 1.74 I s1.7 I ' 91.5 I � I 91.7� ' f � I ' E - --- -- - Ti . K V) 91 10 �x - x 90.9s l x- `?1.06 90,97 91.89 91.6,/ SN& �3 o 1)1.1 l BM#1 O EL=9 . :IR 1/2 901 o� x(/)9 (� 1' i SN&D BM#1 EL=93.11 0 O w 9,3 04 1 9r. 61 0 > a r� F to a l p 1-4 90 1.7 (q0.81 w CB 1.57 1 94,r' x 1)c. r_ 93.�16 U a) Rf •� o U " m Os Lon ~ m w Urn N CN to 0j U p 00 N 00 N O O N O > N 00 N 0) ti w M z �k .r■ �. = Q • ■� a U S;``-,S its..A41 '• No. 74145 STWE OF m F- Z w O U w H Q p w Z) U U) i- J o U Q N 11 LL rW y } m N< L.L. > Oa_ a vJ J Z 2 W >- m n/ LL � Q o Q U U T� 2 LL Q LLI N o N LO Q m M p 0 LL z 0 J J 00 < of �J = O Qw (9 >- �(7 w Z } ch a 04 m � rn Q CO ys co (0 N � a PROD. NO. 21-2420 DATE 10-21-2022 SHEET NO. C-3 M N O N (0 1 W i h 0 D- (M O N qql U L Q a) N O N N 0 Q U C () E U O C O E O v a) U O 06 1` O cli CA N Q. a) 3 cn L- a) co W J u- z 00 �? a � m ifl O m 7.1 N 13.11 I ; I I 1 I 15.0 I ' 1 1 I I 82.99 I r�\76.44 SECTION A SCALE: 1"=10' m d � 5.0 4.0 w 1.0 F.F.EL.=89.0 88.5 87.5 86 PROP. CONC. SIDEWALK, Z /j I W / THICKENED EDGE ,; 4HAV MAX. PROP. 6' HT DECORATIVE FENCE EX. GRADI SECTION B 22A FILL = 1.8 S.F. PROP. RETENTION 4H:1 V MAX. CUT = 79.27 S.F. EX. GRADE 12.0 , 4.7 , 12.0 25.0 PROP. 6' HT DECORATIVE FENCE _ FLOOD PLAIN _ (24.90') 82.0 T 8187 FILL = 176.45 S.F. FILL=178.25 S.F. 77• 77.0 4H:1V MAX. CUT=79.27 S.F. 5.0 1 5.0 F.F.EL. 89.0 EXIST. GRADE PROP. CONC. SIDEWALK SCALE: 1"=10' 0 1.0 7a 7 m n SECTION C SCALE: 1 "=10' mm 00 00 00 00 zz ffiffiu.. 00 vv J N N � Vj m 24.0 12.0 00 15.0 cQ" 20.0 33.4 20.0 10.0 ASPHALT ROAD LOADING AREA 5.0 5.0 m m mx 11.0 PROP. RETAINING WALL PROP. CONC. i I SIDEWALK -� F.F.EL. 87.8 87.1 I I � -FLOOD PLAIN 84.5 81-56 81.63 - 82.0 i (24.90') 82.0 CIz I _ I - ._ LJ -- / C /�j/ / �C /��� �- 81.63 PROP. 6' HT FILL = 3.05 S.F. / / 77.0 / / BOTTOM C / / 77•0 / DECORATIVE FENCE 4HAV MAX. 4HAV MAX. CUT = 240.45 S.F. FILL=152.99 S.F. EXIST. GRADE CUT=240.45 S.F. SECTION E SCALE: 1"=10' 00 00 00 N N d C6 00 z Z m m m DX 11.0 15.0 c' 20.0 1 19.3 33.2 m 10.9 i I I i i I , I FLOOD PLAIN 84. 7 %81.56 82.81 (24.90') 7- / 4HAV MAX 82.0 ' / / / �� / / / 82.0 4H:1 V MAX. 77 0 // 77 0 EXIST. GRADE FILL=152.99 S.F. CUT=240.45 S.F. CUT = 403.89 S.F. 4HAV MAX. SECTION F SCALE: 1"=10' FILL = 149.94 S.F. 35.7 PROP. CONC. PROP. RETAINING WALL SIDEWALK 5.0 , 5.0 82.92 7_7 87.47 87.7 88.0 88.10 88.50 F.F.EL. 89.0 8574 PROP. 6' HT DECORATIVE FENCE J � r Z 16.8 25.0 20.0 5.0 1 14.5 00 00 ASPHALT DRIVE LOADING AREA FOUNDATION 00 N N PLANTING I m ui m m I J m D X 89 29t i M.E.1 8 88.8 88.2 88.5 15.0 F.F.EL.=89.0 N 28.4 12.0 4.7 12.0 m 25.0 10.0 c 86.89t .6 88.0 M.E. / 86.69 i, Y/\r% //\�//X�//\xX x;' // / % /' i i//�//\\//�\//\\//\\//\\//�\//\\/ //\� / / ' / % /\�/\//\ \//�/ \ !' /\/\/\/ /\/\/\/\!\ \/\/\/\/\/\ . \/, /,\/\/\/,\/.\ \/\ \/' 87.15 ' ' ' PROP. 6' HT F.F.EL. 89.0 \/.. , %%i / /i,./i /\�//�jj\�j\/\�/i\�//\�/\ PROP. CONC. /\��/\� // /ACC\//��/\\'/\\//\\//\\//\\/ ��/C� C;/C//\�//\�//\�\\\ DECORATIVE FENCE �8477 EX. GRADE : \ \' \ \/C� ��/C/\�/� \` I .� �\ /\ /\/\, \\,\\/\ PROP. HEADER\\ /\\ \/��; SIDEWALK \\ - _ 85.27 i / / / / / / i \ \ \ \. \ v \ \ 4H:1V MAX. \ � \ .; CURB � \ \ \ \ \ MAX., \/\�\/\, /\/ ,/\�\/\/\, CU �\, \/�`/ /\/,\/\/ /\//\/\� /\/\/ /\y\/\//\/\/\/\/\/\/\/\/ I 85.82t M.E. - �.- _ FLOOD PLAIN /`\/ \/\\ j \j l\/\\j/\`//\�, 79 PROP. 6 HT !CCU\\�`: C\//\\//\CC�C �� ��C\\\�`\!\\C\C��\\�/�\!\\\\\\\\<\\ \\ \\\,�\<\\� (24.90') - - T l i\ / /\/ /\/\ \/ / / / / ,/ ! / / / / / r / ./ / ,/ / / / / / DECORATIVE FENCE/i�/\\\\\//\//\/\�'\//��\/\!/�i�/%��"\//. !/ //\//. //\//\/ .r i,/• /,\�/\�\//\//\\/ EXIST. GRADE 4H:1V MAX. / / ' / �C/ EXIST. GRADE 4H:1V MAX. CUT = 5.40 S.F. FILL=O S.F. PROP. RETENTION 77.0 77.0 4H:1 V MAX. CUT=194.61 S.F. 4H:1 V MAX. - --- SECTION D CUT = 189.21 S.F. SCALE: 1 "=10' SECTION G SCALE: 1 "=10' GRADING LEGEND 10 ZI_' EXISTING GRADE I PROPOSED STORM INLET 21.56 PROPOSED SPOT ELEVATION .06 P PROPOSED EDGE OF PAVEMENT ELEVATION 8.56 TOC PROPOSED TOP OF CURB ELEVATION �N f, PROPOSED DRAINAGE PATTERN o PROPOSED STORM DRAIN PIPE v n11 E 0 �L,/ U m ■ .�.. N U O L /� l Lu V) ~� m w Um N (3) ' V M 60 4-J ILL a� O 00 Nm N N O2 N Oh > L N 0) N w N r/ / z M O� ` 5 W - 4,1 �. No.74145 • •4 81`ATE OF � U H z w 0 U w H a O w 0 m J b U a N rWn V � m Ocr 0 w rU) v, J J_ m � 0 0- W N N 'T M (`) Q J J 07 m J J � OM= Q O TO mo mtoN a �w �na �� o PROJ. NO. 21-2420 DATE 10-21-2022 SHEET NO. C-4A �a A In N O) N Lii cy) N O N CQ0O (N u.i ►I Q) a m U) F_ 0 N lzt t N E Q N CD It N N_ n 0 a U 0 E U O 0 E E 0 U a� 0 Q 0 c- cn 0 cn ^L, W x w J LL SHEET INDEX: G-1 TITLE SHEET G-2 GENERAL NOTES C-1 EXISTING CONDITONS C-2 SITE PLAN C-3 GRADING, PAVING AND DRAINAGE PLAN C-4 GRADING, PAVING AND DRAINAGE DETAILS C-4A SECTIONS C-413 SECTIONS C-5 UTILITY PLAN C-6 UTILITY DETAILS -WATER C-7 UTILITY DETAILS -SEWER C-7A LIFT STATION DETAILS C-8 SWPPP PLAN C-9 SWPPP DETAILS L-1 LANDSCAPE PLAN & LANDSCAPE DATA L-2 TREE MANAGEMENT PLAN L-3 PLANT LIST, PLANTING DETAILS. & SPECIFICATIONS L-4 IRRIGATION PLAN Sunshine State One Call pRil- — fvs ti - - c- F Ry HD a4' s� SITE SITE LOCATION MAP SCALE- N.T.S BROWARD / ZEPHYRHILLS STORAGE FACILITY SITE PLAN APPLICATION 6923 GALL BLVD ZEPHYRHILLS, FL 33542 CITY OF ZEPHYRHILLS, FLORIDA FEBRUARY, 2022 OWNER / APPLICANT BROWARD DEVELOPMENT 3137 E. SHADOWLAND AVENUE NE ATLANTA, GA 30305 ENGINEER MILLS, SHORT & ASSOCIATES 700 22ND PLACE, SUITE 2C/2D VERO BEACH, FLORIDA 32960 PHONE: 772-226-7282 SURVEYOR GSS SURVEY & MAPPING 700 22ND STREET, SUITE D-2 VERO BEACH, FLORIDA 32960 PHONE: 772-696-5300 . _ - - I�/111GH fEk• :.. ;-._ - - � � - - ..�rxi•ae�...�� +� I. ..I. -ONIV, ZH ND USE RES 9 �. SITE -- - _ r -- ` ZONING: C-2 LAND USF MX I I - - - - -.• �, JSE: ROR j SITE VICINITY MAP SCALE: N.T.S James MIIIS ° °m° �1 0 U N 0') N U � m U) 0 U LL �) U � (0 N m cV O CD o> ....... S P . ' V, cENsF •• • '� ` No. 74145 ®• STATE OF >� (1 i z w 0 U w Q 0 Lu co N O CV Q0 N W 11 0) c ca d >, U? O N N L t a O N O N N N Q c m U O 0 c 0 E 0 U m U 0 cn cn 06 O d O a J cn U W J U_ I I FND CONC. \ MONUMENT 5' OF.FSET NORTH M M PRDP.8"x8"90°_—----------_ D.I FITTING I \ I \ ONE STORY COMMERCIAL BUILDING FF EL=90.18 N I I I _M_ I \ —TOE TOE — roE -- ONE STORY OMMERCIAL BUILDING PARCEL ID: 03-26-21-0010-00100-0020 ilr --TOE — ONE STORY COMMERCIAL BUILDING FFEL=90.61 ZONED:ZH FF EL=91.13 FF EL=92.25 iT / FLU: RES-9 11 e-- — IpF U CHAIN LINK FENCE 1.4' N ONE STORY COMMERCIAL BUILDING ._ S 89°58'44" E 561.85` �- 10.0' UTILITY ESMT —M M PROP.8 M M M M M M M M M M M M M— __ _________________ _ _ _ "x6" PROP.8"0WATERMAIN_------------ — — _--- PROP. 8"x6" TEE D.I FITTING -" TFF r) I GITTIN(, 4 - I IM 20' SETBACK _ — �— — — — — —�_T— — — — — — — —Tom- — J 15' LANDSCAPE BUFFER — --•r— — — --I-- un N _,�d - SCALET' = 20' 0 10, 20' 40' 1-1---1 _ J DAUGHTERY ROAD 30' R/W 24' ± ASPHALT ROAD EX. 8"0 WATER MAIN _ REQ'D 8"x8" TAPPING PROPERTY SLEEVE AND G.V. BOUNDARY I I PROP. 8" 0 WATER MAIN EX- FIRE HYDRANT 500' __Z RADIUS I I N I DAUGHTREY ROAD UTILITIES I � SCALE: 1" = 20' I L_ L JJ I PARCEL ID: 03-26-21-0010-00100-0011 ONE STORY COMMERCIAL BUILDING FF EL=94.19 I t- - M M M M cn PROP. 8"0 WATER MAIN I — _ ---_ W RESPONSIBLE IZ J ' G.V. 2 ASPHALT I� w w \TER SERVICE — w w 3 I ° 31MPLEX '.. REQ'D 2" 0 HDPE S.F.M ° . •a "I — 55 ss ss SS 10' LANDSCAPE BUFFER 4' CHAIN LINK FENCE N 89°58'44" W 190.97' 1 ONE STORY COMMERCIAL BUILDING FF EL=89.11 PARCEL ID: 03-26-21-0010-01600-0010 EX. 6" O SFM EX. 3/4" WATER METER W/ BACK FLOW PREVENTER I z 10.0' UTILITY ESMT M M M M REQ'D SMH INV.EL.=87.35 -- T.O.C.=90.2- COVER=2.85' REQ'D 8" 0 PVC GRAVITY SEWER SERVICE; L=126 L.F.; S=0.4% LU W SS�SS U7) , x U) w w �- —� w =I I ~ PROP 8">O PVC W Z J I U 2 GRAVITY SEWER L= 40-LF ;S=0.4% I N V. E L. =87.26 1 N GALL BLVD UTILITIES SCALE: 1" = 20' 61 James Mills wirK, IMO Jt+:Po �a1n .". iell'.10-0SOa I REQ'D TRENCH WIDTH —(SEE DETAIL G-9 ON SHEET C-6) YEX. 8"0 WATER LINE -I M � REQ'D 8"x8" WET TAP —(TO BE PERFORMED BY CONTRACTOR) i i +I REQ'D DOG HOUSE MANHOLE (DETAIL SHEET C-7) T.O.S= EL.=92.5t PROP. INV. EL.= 86.85t (W) EX. INV. EL. =86.5f (N,S) Q I Orr EX. 8" 0 GRAVITY j � w 4 SEWER w Q J CD z O C6 J I I I 9 Ah\�S W:Mi�., /" i i ' No. 74145 ,®� STATE OF • �� �i10 � . ORIQ MAL I! U) z w O U w H Q w D U) D W W .J U) U w W Q a m fW U_ rw V r m o O O C CL CL Vrr�) J J = r m Ld U W N N -,I- U-) I � M Q _I oU_ J m J QJ J = J J O(D � } 'L } / 01 2 N WLLJ cn L F— Q m (0 N o L0 66 00 O LSLI L i N O N O Y- N LLI Fri a� H--A y--I CO U O N N I N U S CL N O N N N_ Q U C U O n I C O E O U Cn Q) U O I Tn Q 06 v O L 0 O Q N TO Q) U LL1 J LL REFERENCED DATA 11RII+' UTILITY COORDINATION PROJECT SPECIRC VALVE COLLAR AND 1. TaKANMIC SURMEY AAS DBTANED FRCP _ AAD IaDRYFO BY _. a1F0 ID M CSTRCrOR SIw1 NOTIFY ALL NIURS APNf M PRa{C1 ARG Al If SI a 1 S ARE, 30. WATER PFRNNG SA DI RAALL RC RUIHIIE SIPM SUSS W of POx W DVx+ COATED STEEL IRK STNR SS STfH NAAOWUR[. PE Slat AND Nars -L K IDENTIFICATION DISK THE PWOR ro eamRLErION Tor KILOL NontYTNc .1 STATE oa CALL Ix Ft R AT LEAS' b RIOIFB INOR To wY LICA .I. WORA m HIE AL CONRol. RESISTANT ALLOT STEEL FULL DAae STAINLESS STEEL TANP N SAWN[ __ - WEsuAWr SGl[p TAPIYa -A Ewa K IAsm Fa II -o WIT. N M CONIWADISI SMALL FROND[ A WNAAN a rao Kay Ponce To M OWNER ^� ro eORAVLCTIxe rK NOW WATER TAN ro M ue na,c RATER sIA'P1Y SEE EXHIBIT W-5 2, a�N�R - INTUITY Ex1101FATIAR WAS OlfinllND FN.11 _. AND ISMSMIO _._- arrD _, ptp WC URUi LOCATED, M PARK -M 6 1-a0p-ba-Atfi - M K! SITE S WAWCAUIIwRWK CW AGTANCES WYERC DnXIp (CLT.41T N -JAM ,GAD �oRCE MW WrWCIgNS. !O///�a-_F•WS��.'NK CONrwRpll 4 R[SVS6KE FOR COMDw'NG AID SCHCWL. UCLA fDK[rION AID' iK "WREAN a M Ni ro [7RSLWa TYA7 MFa ARE I•IIILIAI 1 RLl [LLVATgNS Aa RFTEAENfEO TO M MI].IKRK aNM K MRFD 011 SrAm M INORGIIDN aROD SWLL K AGFA4D t101 AT lfAST b RCIA6 ro At IFASF 0 OAK AO ALL f1VA x,pR4M14 pWl K PMHRD RCCaOArR WIIYI ALTAY 0T_OT (WY 200T, RIrEWAVICNS ro EACIF SYSTEM pp PILAF[ __. [ S pAWI K PANT® WIM RERL - FARM TT ALL MOERIApIMT, NATXS IAISI K N AXE AID 1L'Tm Alp/OR INSPCCtEO PNOR F 4. THE SNWY IKORYATIN CW.t FfUCR RAS OPANYD FOR DLSIry TARP Y AND m. naG I.W OS SU.6511 ..- -1 PD6S6 YNING EXaW W Ruai SIaE1S. HOEYS RKMn-w -RAK a NARY [ARMaR LUST F1R5r .a1AW LIAR f.W HnIIw e..erfu rM MLLET, W Ti (POMBIL) ro NIoi CLIMPATgIA. Rap WAS, NSIALLA1gN. a ARSTOMiNIN Or K AN ADEDUU REPRElfNiATFA M ACRML CONgTONa FdR PROTECT CWSTNCR.RI. FK5TN4 CJNTINAS 51xTM. Arip"MM INICRVKAIIOIR/FXiR.1PpU.TONT DIfORW110N W 10a110x3 S u10ERDRDNO W PPDXRCS WED TINE PROrFCTION (Po'_ WTW SP) !] OYnRIINa TIWI TUNIIT SMP pIUPILSW ALL PaCA51 ANU uWUMCTURED REM$ ro T4 IT, FRou ME " AYAIAHt SUNWY au cI PISATE asuLnxc raw THE USE a W,ERPRETATKa OF ME TIRWY aU SNPWN SHALL K STEN 6, TK COMRATi 2I. M Caununa. 5 RESPpTD1E FOR SICK, DOME. IR PROADWi OTHER INMns KCCSSM, To Not PW SLWPOa EXISTING IIRIIU. TTR1R TAWS. AND RPER P.WPLL aaAND (u -PWWE) SAPS Bli6_GIIPK2L' J ENOINEa FOR APPW4W. PLA, JEAN MMU'N 6ri INSTALLATION AW ii. N REwva AM WEE ACEIRDO A cW1RAcroW's OFENSE. FINISH GRADE NA"WI S (OPTIMUM IA UN[XPOSm) THAT, wY K WFA TID IN ,WTI am SAME 53 -' ApCXS In 9KRE3 IAaYR - i N tWNRE1ER Eva. K WORE TD FROM ME a .[DTCNFNAt NW51GTgry AAn apNWWR.MCN6 waaMLD er ..__. WOa T. awls a1T. _ 22. THE CORTWAR'TM YWL K aSaXxS%[ FDA IXxrTRttRa P'D•a/rQDPAOAE a11PUNES aUEN Irop- W cPu w_ oAAArA !OO-TIP W 9COAL wta1RL BACNru a1DRAl NAaD AWIAMA 1-too, IW PPK Ax0 APN.RICwNCCS MILL IRA CpRAN AW F`oNi 1ARTRDa iwN 2. 1N I WIRER. _ G rt IS THE RE• ONSIRLR'r Or T,E cONIR4:F m CTTNAI.N a M FIFID LIMITS OF ''ND APoUMCNG ro NM VTLIR[3 aXES HOLD 'VO/Q WY WPQ R[YUZD AND AEFIACCD, X MC63MY rdl CONSTEK1pn. AT MD AOSipNM CIIS ro M DITHER. ,® w S. ALL AaNYW5NIP AND wIT1WAlT ICm N M tWslax*DP S INS HgoRD1 TI..1l ^M3111UCROH, KNtl1RANN6 (FLEA.). COO®PwTES, CENTER MICS, ANp SIA1gNRa AS FMIREO ro CONS11Ncr iH5 PN.IECT. BTILITY BEPAMTION coPrOAM ro SLUES .-IANOMO 4l0ICAF08 ra WOrpgw WD BSDCF DIFIXTRAPRARPar '� M 1T CIM1 a 2EPNH1NIIss GENERAL 23. MT coN,wcw sHHL No1m me APMDIWTE PI,9< AmcY(Ks) PANDA r0 .1. IAFN PARRo3ED MIUTTY SNA. K TAD 10 AAT•ENL IK RWNWA NTNKW H :AApYpS LWIL 5 OMRRR[ Rc[ Q - CAST IRON ADJUSTABLE c_NCK ROAN ATRN IKR a.SoFTON OTHDA aawEKKiclail° ANCE m M T"x -t" AAA 5!. (Fuca TO .no uar As �aLVDI P VALVE BOX 7. �1 KSKN Nor rnl6reuclAN.-II-1la•. pvAl Loral ro M AMWAI nAwRa yY raRM CONSTRUCTION SAFETY FSEPARATION orAA scwWlT"laa RiOmEP M FDEP, AWNA rvsF, }.. T S TK AL -I'' S M t0aMC1U 10 K nRRAA YTIM M o- 4a. AT -TNXU ARTAL A PaROyD IfRRY Ways AN ITHLH URIh, Nc PWOKKG x nNOa - IN PIAtt. A.O Ww1ER CAD AND - W •.,� TAPPING VALVE coxIT. THE Is AlAtsa MOAN m S ET, IaM ENsIcs Rt ITT; Aw v0a• Au CARTER ITS. THE ONER6gNS a SatDED NO ILa•yRfD PROAlCrS NO WTpNAL IXGWt1.N S.R[n SIANDMY. RIa 10 LAIR R IKN AS CPO® IND[R M RgOA "'�' SAFE'` K1 3rERn SRAM K MS1NLm w ACCORDNKE WTM M nPKIl Ji 00- D[TC RRI rp[P q[aR[MEMS. T NO '�IIAG[R CAP AMO aOu1 FO • •xr i FLANGED CONNIN�'ION N{E RRECEDFNCE OWN OIMENSINS Mai a M DRNRaS F slvilr T OElM,Xan Di UHF COMTMOTOR - lath M DoWar, AT UI S, n ,qAA! HIRE ITT coNFNNAXoN FORA WTERWANAXN Np W[salmW as M mx1RAlTo+ Swat K Si W[SPSRM[ ra C.NSTWutTp1 swEW 11 N M IWm -1 A 111 -1.1 CAP A01 ■ IKSM Wo RI MVIK A - Wan ADAJPEN1 AN n NITNMK M NPe unm cu .1 DUAL MI 9 N[ COH oA SWLL PREFIXISAIIS Ia SMLSR AND IXYAINANCIS P.ea To RESTORATION mrcicrD. Lori -1 A atOrARa PLAIN To M --A Fa -ALL PWo - wAOop WSW. ALL WOU)"AIWX. EFROEIS - FE SU.Sol 10 M APMpy COWArLa ` REACTION B - PENT - ANT N __A- 1[IDrcs ROPS9%IIY ro KcOIR[ rIAA%wR WrN M RPM1 AK 2a HL nra. srA6Aao r,NRN DWArn, tTW■1 spEINNAD, mm, Tao, woSfiPPRB aavOR. TIE. IxsTEYm a+ aRsnRKTnx AOTWtlE3 pIML K DI M TRA- MD nn IWr[cTm M6NETENANCE OF TRAFFIC UNDISTURBED '_ SEE EXHIBIT (TYP) G-6A TYP 41 NTT eKC11xP Ito M 1WM.IR fpJER4MH ALINOCS AIa M R.- -1 w- - NAM. Y AUNi PILE No WCS1aI® A RIO M M OPOR OI M tORItRIMIaR p M MTI>.ADroN S M OIRROA. 4. M WNrRKroA W.- - TO NO 7pH X- oTFNNnort a TIMNSPOATATa EARTH = I"'LLE NSI.aTAX, AxOAaa i0 A41- NTTNUC'IONS. M[R SWLL COWL, WTY, TNf a['GM1.A1pNy ArD aMW1AAa[T d M I[MN 27 Ali EIDTND WTNS AND IIKaMS LOaT[D WIAMA M IIAaECr 9wA K XIDKI APD WIX4MUED a WN..(>a A aaP1m S.RWa WAPWACIp, AND Awl K WOpnr Na - ALSO S1NpYp5• - COOL SIGN •RxfA AIL m1. 1L- pONH1(tt > NAN® ANW STMaAa, SaIYGlgNS fa ADa AID BUDGE Cb6'*<Ro"r AS ar.SE3RINrs f0 Tc NrwAra AND OETALS ` ANqu.. AG[rvCC: wvK A.w,DCTgx OWR M WSJ. � n AR, M M tvaK O rK IXXmMcpA p M LtRK'pN a IN Ma4T,En N WB CoMSTN.'T"i A..as MJ CONNECTION MJ TAPPING SLEEVE GONBTRUCTION LAYOL TILI OF CONSTRUCTION 28 NI $XfAAL D DU CONSrRLMTpN Aa ro K A AMRAA WAWA a 5'. A .5. H1 arraR¢p Wp1 nANa1m "KIN MMNii GN S IOLN. I .- a .' RRCN. L000 Pp tSFA%R. ARID SNAIL K 1mK4KED KM -I.. WAROOTyATr.n.1N/RDOt51Grv/115/1./SmS.SMN. n_ MC CONIAALTMOR SIWU aTAw M pITA,Itt1 a A PAOrE52NMA1 oral sUWrtYOH � �M., ALL IN CMlSIMRK[ WTfN RRRCMa K1FM GIAOIXRIp. URft EOIION. b. Ti eaNIMC1aR SHALL K Ar5P01fe1Rlf TON SATE EWM( 1CF Ot Pm[S'IWN LICENSE. N E SIRE ar FLUNG FOR MNUT. FRi a Uoli SNAIL of SUK1.in 10 THE AORI[[R KFSK KGWPRMG UYdR AK W34CA.IA TWMRFC AI ALL 1RI(g .Map M UI RAI a ML ,"i I4DIE5: SEA` K N10a. IN MT MC,1 p WYI ND/a M 13. NR Drso` ACCE86RIANTEWKI_GE OF FACILITIES .>. M COIIIR.LICB TMFnC N •C YPIN F O NRY _' _ TAX S a CO HOTTED N THE 0R1 M DR.Wras UAf3S NNRpED n iK DRlcx IXI SPfCWTMIY MINED off M ORARNOS OAR ia. [MIAAciW Swat PNO.Yx ACNNA ro ALL EXEFiWG uRA PERAK to AND MWIAN VAFIK[MIP1t0 yRvx[S IMaGA4R M [OMIMLI PDE.O. INS coE KO BD6 RFD M �E<'a SaCJG1XM M CSRIASA SRUAL EMWRS. RE' WEAL S M, PAR UItF, LARD MAWArRE W x[C[SW' TNUTC CSPAa Np SNlTY MM[Li T1•alaNa+ M P,tl,(CT as TwFY L.Wc AWm K 4NVTAKp AT 4L rPn r.M 1. ALL BRASS/STAINLESS PIPE AND FITTINGS SHALL BE THREADED SCII. 40. EXISTING CONDITIONS PIPING NOTE8 IRK a raa. NL TRAirK LANs IWm K OPDI Ra rRUYx Ar M a.K a ROINORK ttl 91EW4. 6NNwGAO[5. t17N'WO. AAD RAGGENS SNAII K NCtWET N H. LOU,11i. ELLVAIIPRS, AN. .IA.1.1 or -1 1- -fi 4tR PASS. AND plxR So. uY INS To UNIFORM aRAK enwEa IMD LIDN'Rr, -i tOlWctcla SNNa TNI L:v pr tDp. 2. CAM -LOCK MALE ADAPTER &DUST CAP SHALL BE ALUMINUM/THIRFADED. iFA,1LREa ME SHOW' RISCD oft 1. BEST KORwr AVNMKt ATM - OF TAKE CAN ro FAarN[ PROIR ORAOE CLLVATOR3 AAo HpPWcrs MS ALL MI w IANNRrs pwl MDl CIAUmrt MAAAW OF UNFONR .UFFC COIKa PpaAMT•R IT r14IF ALLPIAK f.MRiPACTW SLAW. W DW I -TAWS. DONATIONS,KVICQ ANT, IARI[NSgN3wi IQl: S"NAT RT1. Aw .TILL "T"'i 31 pat a rrtlRas pOWn a PIANs SPA. CORasPOW 10 'a AoAWDW T-MflrT AIW TNaRIIOS MIT, -1 K PAD11[D N ACCOW.NX' WD1 'Do" TMRGMO f Fa- SLINTR Flo 3. ACNAI LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE FIELD. 16 PROR IT Si DRAWNPRCPAAATW AR. 1EW ANp PUWCTSt IN aMRT, K PPE uKEn WORD OtNEWWK. "'S oI AaW1 AND "ING Ri = K AS SDI_- Ta NL TIN STMICIr AWN IN Prr IMEIS NOR. OMWwy b - AND M4tKU To K Roc-'0 1. MANUA S 4FIL PNRCTni RD`DaDi Alps NODES KO TRaro, Ea0 Ala 1)NP PER TRIDRA, No 1RArFc .RAW Mr PTANNINCN SMALL 'Xi WARY [XS". UTTUNI IDUTON, Sax. CasaTACRwR/ TUTSR RAMR[N. HALL MICxRLS1 ARaNMMa 3a Nx PPC LLxcas Aa ADwoAwR Pla IWAaA"'W"'S Fa smRUC DIowNL Da KpSA R+POMos MVT ORIONMATEaNia 4. DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW -OFF UEVATIONA Em. m WHICH CONKCLATIRD WU K A- CONTRN;101. SMNl KLuOI SEE'110NT Aa To DID a PPE ASSEMBLY PLUMB. NEW W SNa SURNGS. 33 PPF NAM Na SaPORTS AN Bar SIaWN MUSS A SPEGAI TYPE M 16 ENE COxtI .port R4Rilr'r TN .AKA AND, LNANEK N RRPwG IMMDAIar P ooNTOLWAMW IS aOLNED IWAL SIJPOaS. IIXMTIa6. AND YANM SNAIL K ExTaAND w THE CdrtMCTM AND NCIIAfD N M Pi[UNE DRAWED p191RDA5 CWIIKTT KT'WLLN •AIL OWMRVCT AND RRUN I PRITr4 NAIL gpANRO. M t sNNL PccuAAtn RECORD NP such IXNn,ns W M aaRo Fp •(YET A10 AAOROfA F M DaFml PWa ro Wrs1Au1KN MMaA SNACK SFwt K AS SRCfED X HA T THE ADJUSTMENT 5. EXTENSION OF VALVE BOX SHALL BE SET SO AS 0 RESERVE 1 2 OF I E AL1Jl/. TMEN AM"No,a MAWKs. LENGTH FOR FUTURE USE. HAorlxrr caaeRs MaIMAENTl, a euA.M MPARs WiNN MI PRpctT RR[A WATER AEI. bL PROICCRO UNLLSS AN A. KK ED FOR ULUOLIRON R RNr SUCH 11. IN NNOCR Or Ti M 1.4 TALI FAR -I M CONTRA pwU Not"' FRHCA Axo Tor INMnrFR AAe.urcl+ AND REPIAtt/asra[ ray rrrus AT Nn H. N. HARP -I AN ro K CoiSTaCT[D ,TIT 34' MW MUM -1 UNLP-1 ODERWSE .1. ON IRL IIN,T NL wRN - ANAL TA 1. NR uaus DINCRP. Ron. 6, VALVE STEM EXTFNSION(S) RFQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED �Ncura RLurio rxaN'csrs THER caTAi�c-ollc`-,�wi3RioiMe vsr Mr�rnMN[ra roAWOaN . 3s. rVAFa[H Nm NTTNL E rua natxA Na ON ALL MAIN -1.1 NA[ To WEND MAIN W/36" OR MORE COVER. Foa I- A4SOCATI. NTI ME S ARID GRAB. W Ea MITR SAA I" DICES( io MK WIRE 11-1 r[E ABET IB n1 CaM1-TOR IS TSJA)NSKf rM p(PANNo ART AWOL To a15TPa FAG'MIS, KLW aaNR Lori Wv OCCI! AS A R(Sult M M[ WOAD aa0RY10 M ,Ilt CON-ITA GATED FRA IN T.L t.NTRaT 36. WAia "IRS AN TESTED to A INMW OAF I" PSI FOR TWO -JOIN OURATxN AS Wa AWWA `.� W DWG WET TAPPING SLEEVE AND VALVE DETAIL 37. AL PAL rLa LN6 WILL RW SCPAUtE FRaI TK DDMEM NATTER MANS AND RAW CTION D1 NO A FINLNE SLF RW PNVMIN ARS UBE DETECa1 ENAL, (TIFF).l4yIRK N .l wINCLUDE A LW nW atPASSMETER. Ea Y SIT =IN)IbLL - C0INECTgMT TTIUL K MAK RM1 WTN.-IN It. WTN HAWS. EXCEPTIONS 10 TITS Wxl NEDIAW GtY or TFPN,RHILLe: MPRMAL WNN ALLOWED - - - DOUBLE CHECK SACKFLDW PRFVEN71ON ASSFN9I.V W/ ISOLATION VALVES SCAR. NG GAI VANI]FR PIPE & FITTINGS PROVIDE CERTIFK/ITION PROVIDE TEMPORARY RIUN 10 USE.) 2" GATE SUPPORTS AS REQUIRED VA VF 7•• WATER METER (FURNISHED BY THE CITY) 3/4" HOSE 918 2'• G.V. R/ VACUUM BREAKER INSTALL SCREW TYPE ADJUSTABLE VALVE BOX & COVER (MARKED -(- PVC TO SCH 80 GALA. WATER) AT TIME OF 12' TO 30' ADAPTOR REMOVAL OF TEMP. JUMPER ABOVE GRADE 2_ • SCH 80 PVC PVC TO SCH 80 OAI,V. f% PLACE 2" BRASS PLUG IN ADS' ^ARP STOP AT TIME OF 21 SCH 80 PVC REMOVAL OF TEMP. JUMPER EXISTING WATER LINE .D 2"• CORP. STOP NFW WATER LINE DOUBLE STRAP TIE-IN VALVE MUST BE CLOSED AND - DOUBLE STPPP SADDLE REMAIN P SADOLI E LOCKED. TWILL SM VALVE LOCKING MECHANISM, WILL BE ERS OPERATED 9R' Un1m PERSONNEL ON TEMPORARY JUMPER CONNECTION DETAIL NTS NOT LOCATION T RUIN E LOG 0 BE DETE E A M N P RECONST RUCTION CONFERENCE W CITY. • MINIMUM SIZE REQUIRED OR S17C AS. RFOUIRED TO PROVIDE FLUSHING VELOCITY BY CT' a IIPIffR•1L5..1 TAP TYt, -1 CRINA FONT -1 K PERFOINO K A TPIP TI 1MDaGNDI,N-tToCTW. ArM AWN,YE NOtIMAIOx (12 HDIR3)1R CITY OF ZEPHYRHILLS NOVEMBER 2021 CITY OF ZEPHYRHILLS NOVEMBER 2021 TN m a aermEus ANsxc1W. STANDARD DETAILS STANDARD DETAILS CRY OF ZEPH • -- -LS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39M ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (913)TIMI40i FAX (813)780-0813 W - 1 PHONE (813)130.0029 FAX (813)780-061 J Willi a ci K U BLUE REFLECTOR IN CENTER OF DRIVING LANF ADJACENT TO FIRE HYDRANT. IF HYDRANT IS LOCATED AT AN INTERSECTION. A BLUE REFLECTOR SHOULD BE 0 - - INSTALLED ON BOTH STREETS J FIRE HYDRANT ASSEMBLY I FIRE HYDRANT REFLECTOR DETAIL NOT TO SCALE r> , CITY OF ZEPHYRHILLS NOVEMBER2021 �-- STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 WE 11 PHONE (813)780-0029 FAX SO)IIII S LIMITS OF SP-1.25 (TRAFFIC C) PAVEMENT RESTORATION AASPHALT MATCH EXISTING TRENCH THICKNESS TOP WIDTH 2'MIN 6" 6' 6" i'� 6" SAW -CUT EXISTING PAVEMENT (TYP) EXISTING PAVEMENT-� + +. UNDISTURBED EARTH LB✓✓✓R 100 LIMEROCK BASE 8" THICK (MIN) SEE NOTE 2 COMPACT UPPER 12" TO SEE TYPICAL PIPE TRENCH DETAIL MIN 98% MODIFIED FOR PIPE COVER DEPTH AND PROCTOR DRY DENSITY, BACKFILL REQUIREMENTS ASTM D-1557 NOTES 1. ASPHALT PAVEMENT RESTORATION DETAIL APPLIES TO CITY ROADS, DRIVEWAYS, PRIVATE ROADS, DRIVES, MISCELLANEOUS PATCHES. AND SIMILAR HE; (ORATION. 2. NEW LIMEROCK TO BE COMPACTED TO NOT LESS THAN 98%. MODIFIED PROCTOR DRY DENSITY, ASTMD-1557. 3. FOR COUNTY ROADS AND STATE ROADS, DESIGN SHALL BE IN COMPLIANCE WITH PASCO COUNTY STANDARDS AND FDOT STANDARDS RESPECTFULLY. ASPHALT PAVEMENT RESTORATION FJ a 90 IT (TYP) - I' ExPAN901, JOINT FRL EST (TYP) HMAEO GRADE DYP) n� 4' FJaHPOJ UI PIPE FLOW -- - DOUBLE CFECK KIN DETECTOR ASSEMBLY OUTDOOR M:PULATIGN FUCO L�41DIL BSI. IR APPROVED EQUAL WITH UILRMOSiA•[ NAVE FREEZE C1gM :FREEZE PROTEC71ON NOT SHOWN rOF GABBY. THERMOSTATIC SHOULD K 067 D ON TIIE DOWNSTREAM 'EST COCK OF THE x. PEEVEW"E GENERAL NOTES, 1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK 'IaIfATaR OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY WALK A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED rr 40L■IED) (CONCRETE OR ASPHALT) �(4) 6• TAAL ON S. gy pFTAL at 2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH CHAMFER EXPoSED EDGES 1' • . A r. 31 WELL 4' r,d, DI W Eu BOLES: 1. ALL PIPE AND FTTINGS SHALL BE DUCTILE INCH. CLASS 53. CEMENT UNIM INTERIOR WITH FIANCE FTTrW.S FOR ABOVE GROUND USE. MANUFACTURERS RESTRAINED JORNiS 9VlL SE USED FOR UNDERGROUND PIPING. 2. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL SE REWIRED PRIOR TO ACCEPTANCE BY THE CITY. 3. ALL BACK FLOW ASSEMBLIES OR DEVICES MUST FIVE ASSE APPROVAL THE SLCKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A DOUBLE CHECK PRESSURE DEVICE AS LISTED ON ME APPROVED LIST OF THE UNIVERSITY Or SOUTHERN CAUFORNA FOUNDATION FOR CROSS CONNECTION AND HYDRAAIUC RESEARCH FOR INSTALLATIONS WHERE CHEMICALS ARE ADDED TO THE FIRE SUPPRESSION SYSTEM. IF NO CHEMICALS ARE ADDED. A DUAL CHECK BACKFU)V4 PRIEVENTER CAN BE USED. 4. THE 6 INCH CONCRETE SUB SHALL BE REINFORCED WITH 6NM6-nw�1� w8w1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I. CEM ENT MENT WITH A MINIMUM 28-DAY STRENGTH OF Soo i. 5. STAB WON SHALL BE 5 R TYPICAL AND LENGTH 94ALL VARY WITH ASSEMBLY. 6 B011AA05 NEEDED IN HIGH TRAFFIC OR VEHICLE MOVEMENT AREAS. ]. ALL ABONE GRADE VALVES TO K 01 VALVE HAND WHEELS SHALL BE LOCKED WITH CORROSION -RESISTANT CHAINS (THE CITY TO PROVIDE THE LOCKS). BACKFLOW PREVENTION ASSEMBLY (FOR FIRE SERVICE ONLY) NTS CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHI FLOR13A 33542 1 A I 1 FHONE (813)780-0029 FAX (8131780-0813 � ■Y 5'-0" UNLESS OTHERWISE NOTED ON DRAWINGS SLOPE 1/8" / FT. 41. MIN._ 250C P.S.I, 6"x6"x10/10 WWF CONC. (TYP.) FLAG 1/2" EXPANSION (TYP.) JOINT 4'-O" 4'-0 12'-0" BETWEEN JOINTS PROFILE CONCRETE WALKWAY DETAIL NOT TO SCALE NOVEMBER CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS NOVEMBER 2021 STANDARD DETAILS STANDARD DETAILS _ CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS• FLORIDA 11.2 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 G R9 PHONE (813)780-0029 FAX (813)780-0613 G 9 C Sunshine State One Call . I AND LARGER PIPE. 3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 4. THE CITY WILL FURNISH AND INSTALL THE METER/BACKFLOW ASSEMBLY AFTER INSTALLATION FEES HAVE BEEN PAID. THE CONTRACTOR WILL BE REQUIRED TO INSTALL THE METER/BACKFLOW FOR 3- AND LARGER METERS. 5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6.6-W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. 6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL BE 2 INCHES ABOVE FINISHED GRADE. 7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. B. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 TRAFFIC BOLLARDS ARE REQUIRED. TEMPORARY METER Ni 1. THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. 2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT. 3, ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR ZONE REQUIREMENTS. GENERAL WATER METER ASSEMBLY NOTES RESIDENTIAL OR COMMERCIAL DEVELOPMENT TEMPORARY JUMPER CONNECTION NOTES 1. A TEMPORARY JUMPER CONNFCTNN IS REQUIRED AT ALL CONNECTIONS BETWEEN FXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS, 2. THE DETAII S TO BE USED FOR FILLING ANY WATER MAIN OF ANY S17E FROM FXI%I1NC ACTIVE WATER MAINS AND FOR FLUSHING O NEW MAINS UP TO tl' DIAMETER 15 FPS MINIMUM VELOCITY) AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NLW WATER MAIN OF ANY WE. tHE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING AND DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESSFUILY COMPLETED AND CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINENT AGENCIES HAS BEEN RECEIVED. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20 p3i IN THE NEW MAINS ALL THE TIME AFTER DISINFECTION AND UNTIL THE FDEP CLEARANCE LETTER 15 OBTAINED. ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE LXTSTINC PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION, THIS TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWA138ING PER SECTION II OF AWWA C561-92. 3. FLUSHING OF 8" DIAMETER AND IARGE WATER MAINS MAY BE DONE THROUGH THE TIE-IN VALVE, IN THE PRESENCE OF THE UTILITY DEPART. THE UTILITY DEPARTMENT WILL NOTIFIED IN WRITING 48 HOURS PRIOR TO THE FLUSHING OF SAID MAINS. TIC FOLLOWING PROCEDURES SHALL BE FOLLOWED: A. THE TIE-IN VALVFS SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE UIILIIY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO THE TIE-IN. VALVES WHICH ARE NOT WAIENTIGHT SHALL BE REPLACED OR A NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. B. TIE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER FOR BACTERIOLOGICAL SAMPLING OF THE NFW MAIN AS RFO IRFO BY THE FDEP PERMIT. - FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER MAIN, - ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE. PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN POINT, THE PRESSURE IN THE EXISTING NAM MUST NOT DROP BELOW 35 Pat. TIE-IN VALVE SHALL BE OPENED A PEW TURNS ONLY, ENSURING A PRESSURE DROP ACROSS THE VALE IS ALWAYS GRATER THAN 10 P.I. C. THE TIE-IN VALVE SHAH BE LOCKED CLOSED BY DIE CITY UNTIL FLUSHING BEGINS. D, THE TIE-IN VALVE SHALL BE OPENED ONLY A FEW TURNS FOR FLUSHING OF THE NEW MAIN. THE PROCEDURE SMALL BE DIRECTED BY THE CITY AND OB5LHVEp BY THE ENGINEER. E. AFTER FLASHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION BY THE CITY. 4. THECITY SHALL TEST THE RP A KF OW PREVENTION T T Tt E Z B C LDEVICE A THE TIME OF INSTALLATION. ON. S. EXCFPT AS REQUIRED O FLUSH IN AN EOUI ED T I H LINES OF GREATER THAN 8 IN DIAMF ifR THE TIE-IN -I VALVE SHAH REMAIN CLOSED AND HALL BE LOCKED IN THE POST I' N TIE-IN S E CLOSED 10 BY THE CITY. THE E I VALVE SHALL REMAINLOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHERRPERTINENT AGENCIES. B. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE JUMPER CONNECTION, THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS PLUCS. 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED aACKFLOW PREVENTION DEVICE FITTINGS, VALVE, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NOVEMBER 20210 NOVEMBER 2021 CITY OF ZEPHYRHILLS -- CITY OF ZEPHYRHILLS STANDARD DETAILS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 333420 wy PHONE (813)780-0029 FAX (813)780-0813 __W-7 PHONE (313)780-0029 FAX (813)780-M3 W -8 TRANSITION COUPLING SLEEVE (TYP) EXISTING PIPI EXISTING PIPE- PExPE DI SPOOL PIPE NEW WM MJ TEE (RESTRAINED) - CUT -IN TO EXISTING DI OR PVC PIPE PEXPE DI OR PVC SPOOL PIPE PExPE DI OR PVC EXISTING PE SPOOL PIPE PIPE ITT II TRANSITION COUPLING EXISTING PE SLEEVE (TYP) J PIPE NEW WM MJ TEE (RESTRAINED) CUT -IN TO EXISTING AC PIPE NOTES: _ 1. RESTRAIN ALL PIPING IN ACCORDANCE WITH EXHIBIT G-6 OR AS DIRECTED BY THE CITY 2. SPOOL AND SLEEVE PIPING LAYOUT TO BE SIMILAR FOR CUT -IN CROSS, 3. ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYWRAPPED PER HILLSBOROUGH COUNTY STANDARDS 4. FOR ASBESTOS -CEMENT (AC) PIPE, REMOVE 10 FT. (MIN) OF PIPE ON EITHER SIDE OF THE NEW TEE AND REPLACE WITH DIP OR C900 PVC WHERE FEASIBLE. AS PROJECT CONDITIONS ALLOW, NO AC JOINTS SHALL BE ALLOWED WITHIN 15 FT. ON FITHFR SIDE OF THE NEW TEE. NTS NTS CITY OF ZEPHYRHILLS NOVEMBER 2021 CITY OF ZEPHYRHILLS NOVEMBER 2021 STANDARD DETAILS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 W 16 E PHONE (813)780-0029 FAX (813)780.0013 W -1 SEE VALVE COLLAR IDENTIFICATION DISC DETAIL FINISH GRADE OR --- -- _-- MJ DI SOLID SLEEVE PAVEMENT DI OR PVC PIPE STAINLESS STEEL STIFFENER TRACING wTRE--HAND TAMPED BACKFILL AT TOP SFCTIONT BUTT FUSED JOINT ADJUSTABLEOPERATING VALVE BOX NUT I CI VAI VF BOX SHALL REST ON BEDDING ROCK, NOT ON SEE NOTE -THE PIPE DOT #57 STONE TRACING WIRE --fi6" DEEP) RESTRAINED JOINT / RETAINER RING HDPE PIPE HDPE MJ ADAPTER PIPING CONNECTION HDPE TO DI OR PVC NIS CITY OF ZEPHYRHILLS NOVEMBER 2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G 11 - - PHONE (813)780-0029 FAX (813)760-0613 III V- PIPE VALVE - �I 'COMPACTED FOOT 057 STONE LENGTH 8 OF VALVE 6' ii6I5 Mw SIDE SLOPE UNDISTURBED u, E PfR OSHA rARTH ITTP) FOR SHORED FOR OPEN REOVIREMENTS pDUNG TRENCHES TRENCHES (Fri -� RrACTE WHERE SHORING IS NOT EXTENDED TO SURFACE, SLOPE EXCAVATION AWAY FROM TOP OF SHORING PER OSHA REQUIREMENTS WARNING, TAPE I _ m PRIOR TO COMPLETION OF FINAL SACKFILL. REMOVE SHEETING ABOVE T2' Or TOP OF A PPE: REMINDER OF MffETINC TO BE LEFT 'Q IN PLACE _ O O z PIPE OUTSIDE DIAMETER OR VERTICAL CONDUIT SPAN 2 2 � 3 PIPE SPRING OR N 4 --- ORE N TRENCH MAXIMUM CLINE OF VERTICAL CONDOR SPAN �CH ON &PAN . VERTICµ WALL HEIGHT SK[TAC OR TRENCH BOX -� 5 A /j PER OSHA REOUIREMENTS FOR SHEETING TYPE CONSTRUCTION, DRIVE SHE I SHEETNG BELOW BOTTOM OF EXCAVATION FOR SUPPORT REQUIREDD BY THE CONTRACTOR'S REGISTERED ENGINEER _�I FIRE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN TRACING WIRE REOURtED REGARDLESS OF TRENCH TYPE, (REFER TO ADDITIONAL NOTE 2) NOKNAL PPE OKYEfER OR HOa70FAL Mail SIDFWALL ADDITIONAL EXOVATION CDNDul mAH CAFAAANCE DEPTH (1) (INCHES) A (INCHES) B (ACHES) LESS THAN 24 12 12 24 AND GREATER 1B 18 (I) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. ONE NO ZONE NAME MATERIAL COMPACTION i FINAL 1111 AS SPECIFIED A i "I MODIRED PRIX;TIM 2 INITIµ BACXFRL MAXIMUM Di DENBIry ASTM } MUNCHING 4 BIDDING D-1557 (98% WHEN UNDER 5 rOUNDATON PAVEMENT) rR N N ZONE NO S IOHNAL Bcii SHALL BE INSTALLED A LIFTS NOT EXCEEDED 5 INCHES. LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3. ©INITA. BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING B INCHES, LOOSE MEASUREMENT. ALL LIFTS SMALL BE COMPACTED BY HAND TAMPING OR A APPROVED METHOD OF MECHANICAL TAMPING, REFER TO ADDITIONµ NOTE 3. (JHAUNGNING SMALL BE II DIP FIFTY WAI Rf0 FINCHES, IN UFES NOT EXCEEDING 6 INCHES. LOOSE MEASUREMENT- ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING. HAIINCF6NG SMALL BC BROI UP EQUALLY ON BOTH SIDES OF THE PIPE. ©BIDDING SHALL BE INSTµLED BI_COMPI FTFIY GEWATEREn 7SDNCBLS IN LIFTS NOT EXCEEDING 6 INCHES. LOOSE MEASUREMENT, VINO SHALL BE COMPACTED BY HAND OR MECHANICAL TAMPING. PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY OF THE PIPE. REFER TO ADDITIONAL NOTE 3, ® MINE, UNDISTURBED MATERA. IliLnuw E1FIY DFWA1 N-O iRfAN•H S M[ETING TAIL COMPACTION AND MATFRML REQUIREMENTS FOR COMPAC TFD BEDDING MATERKL NEED NOT K ROR FPIACED OR REWORKED, EXCEPT FOR SHARING Of TN( BOLL HOLES, AND WHERE REFILL I RrOURED, IOUNCTON SHALL BE REQUIRED WHERE UNSUITABLE MATERKL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR BEDDING, REFER TO ADDITIONAL NOTE 3, ADDITIONµ NOTES, 1, FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, STABS. ASPHALT, ETC.) SEE CONTRACT SPECIFICATIONS FOR ADO ONµ COMPACTION REQUIREMENTS, SET DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTDRATION Di WHERE APPUCABI.E. 2. IRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO TIIE PIPE EVERY 10' W/ A NYLON WIRE TIE. IF THE WEE IS DAMAGED OR NEEDS TO RE EXTENDED A 3M WATERPROOF TYPE OF SPLICE SHALL BF INSTALLED TO RETAIN THE WIRE. THE ENDS 01 THE TRACING WIRF SHALL BE BROUGHT UP IN EVERY VALVE BOX ON THE LINE AND At THE HYDRANT VALVES. fHLRL SHKLL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER, THE WIRE SHALL BE TESTED TO VERIFY CONDUCTMTY. 3. ALTERNATIVE UR THICKNESSES. NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES I, 2, A. AND 5 PROVIDED 1) THE UR THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS CONFIRM THAT THE SPECIFIED COMPACTION REQUREMENTS ARE BONG MET. TYPICAL UTILITY TRENCH DETAIL NTS CITY OF ZEPHYRHILLS NOVEMBER2 STANDARD DETAILS uwAM CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G 3 PHONE (813)780-0029 FAX (813)780-0613 VALVE TYPE '-SERWCE TYPE • GV - GATE VALVE VALVE SIZE • BFV- BUTTERFLY VALVE 4• VALVE IDENTIFICATION WATER DISK ANCHORED TO CONCRETE 6' GV DIRECTION AND NO OF L-20 TURNS TO OPEN -- ©A 1/8- LETTERS CAST IN 3- DK BRONZE DISK (M) - CAST IRON LID MTH RAISED I LETTERS 'WATER' PANTED BLUE (POTABLE) OR RED (FIRE) SEE NOTE % E' THICK TOM CONCRETE IE PAD LOCATOR MITE ACCESS-2' SCH 00 PVC. FEMALE ADAPTER COUPLING AND 2' BRASS PLUG W/ RECESSED NUT. TERMINATE INSULATED, SOLID 12 GAUGE COPPER LOCATOR WIRES AT TOP W/ 12' Of EXTRA WIRE PLAN VIEW WIDTH OF BEDDING EQUALS LAYING WIDTH OF VALVE +12" / (6" BEYOND EA SIDE) FINISHED ASPHAi FINISHED GRADE NOTES; T. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT - - (7)-13 CLOSED TIE LENGTH FOR FUTURE USE. R 5' DC. 2' FROM TOP 2. VALVE STEM EXTENSION(S) REO'D TO MAINTAIN 2• DEPTH TO OPERATING NUT ON DEPRESSED MAIN Ii OR MORE COVER. VALVE COLLAR AND IDENTIFICATION DISK GATE VALVE BOX NT, N.. NOVEMBER 2021 NOVEMBER 2021 CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS STANDARD DETAILS STANDARD DETAILS CITY OF ZEPHYRHILL5 UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 /Al� 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 C PHONE (813)780-0029 FAX (813)7804813 W r�J PHONE (813)780-0029 FAX (813)780.0813 W �J 1 1/4. 50 NUT -� -TYP 3-NOZZLE FOE HYDRANT AMERICAN DARLING FHA B-EAR-B 1 1/4- $0 NUT (TYP EA NOZZLE) I THE VALVE AND THE TEE ARE -BREAK AWAY FLANGE DIRECTLY CONNECTED UNLESS y -- - THE WATER MAIN IS LOCATED i FINISH GRADE UNDER THE ROADWAY (IN WHICH CASE GATE VA VE AND BOX THE VALVE IS TO BE R3 5'-0• STAL E xHIBI A LOCATED T6' FROM EDP) HYDRANT EXTENSION AS REo'0 NOR ADDITIONAL OLPH­ 1 ENCASE CRUSHED STONE ¢� R FABRIC 6' OR FILTER 6- RW CV 6' WATER FAN (MIN)-Y\\ 1y / OYP)P \ LEAVE DR LN HUE OPEN 1'-2- T'_6'- -I USE 3/4- SS NUTS BOTH SIDES OF JOINT (IYP)) 3/4' CC q00-7 RFOb (MIN) DR PRfMDE HESTRNNFO JOINTS (SEE NOTE 8) WASHED CRUSHED STONE FOR DRAIN SUMP (FOOT No 57 STONE) BDZS A FIRE HYDRANT INSTAIyAiION SMALL BE IN ACCORDANCE WHIN THE CI7Y5 LAND DEVELOPMENT CODE, 4• STAINLESS STEEL R A THREADED REQUIRED, P W R TRAM 1 B 3/ S OD CUT AND M EADEO AS EO D. OR RD DE ES FD JOINTS, C.'IRE HYDRANTS SHALL BE INST TI.ED BETWEEN 3• AND 7• FROM FDCE OPA EMUNT. D TIE RODS. NUTS. WASHERS AND OTHER FASTENERS SNAIA BE GALVANIZED OR TYPE 316 STAINLESS STEEL E. 4 1/2' PUMPER NOZ71F TO BE PEp'ENDICULAR TO CENTERLINE OF MAJOR SIREFT. F. FIRE HYDRANT ASSEMBLY INCLUDES At I. THAT IS SHOWN INCLUDING O PIPE TO R/W OAP TEE AT MARI, HYDRANT. REDUCERS. VALVE, HYDRANT EXTENSIONS. VµVE EXTENSIONS. ALL PIPING AND MNSCEWREOUS APPURTENANCES REQUIRED FOR A COMPLETE INST41ATR)N. C FOR FOE HYDRANTS AIDNG PAYED ROADWAYS, INSTALL RAISED PAVEMENT WARKER FOR RUBE HYDRANT IDENTIFICATION. LINKER SHAH BE AN IN ACCOROACF WITH T 7 I SHAL BE LOCATED E T PERPENDICULAR TO 313E D FDO O6. MAR TIED HE CENTER OF CLOSEST LWE PE PENDIN FIRE ^'DRAM. FIRE HYDRANT DETAIL NTS CITY OF ZEPHYRHILLS NOVEMBER 2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 _ 1 O - - PHONE (813)780-0029 FAX (813)780-0613 -- II DMA. r.Onaa xY JNmII M 1e DN DIN -Lem=. M James Mills"mk49mIAPxP11MAPH"'N. OJR,Ri SN-MAT. C.IN n•KRI.IAm AD"WIry Nato McumMm DeY'm13 bJD>I.1T: MooIS I II SETS W 'vCENII No. 74145 J.-j ■ ■ I ®� STATE OF - �i�P FCORIUP, �� �IIII z ECL_I G O U W I- Q 0 w D CO / LlJ LLI J ci U ww J `LL^J Vl LL. Lu CV m o a Q. At `U ) CD J_ 2 } m _ I w `} w / = U ^ 1 LI, W N cf) N M Q r, J w n I) LL � >_ ~ Qm _I J _ _I Q _ LU DO Q �10 / L.L N 0- O� LU m U) L m 0 co N F2_: PROJ. NO. 21-2420 DATE 10-21-2022 SHEET NO. C-6 3 cn 0 H--A c0 U O N N 1 _N >_ U_ (n C_ 0- (1) N O N NT N 1 N_ 0 Q U U 0 O C 0 E 0 U) _O U 0 fn (n Q 06 O r U) a� a U 70 Cn Q) fn U LU I LL iP'IXgGIWINC ;UNARY TAN OVOWNED FRMI -__. Are PPFOFREO RY __, DATED 23. 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BpA6 K LEl STMOAS S- BE -EU WNOtt HMISe UTILITY COORDINATION BCw mWAWW WTuANS) 14. TIE WNRNCr011 MMl IAORFY KL .1.1 NEAR TNG OPONCT ARw AT l[A51 4e 12 COVTRKiKM YWL COMneMR wN ON a ICPH,MKLS Ox TAAC LOGIgN a LIE li IWRS PWOR ro mraIALAAenGN INS SAAALL RAMUN NOIKYNG ^6UAANME VAT[ ONE aNVRwY fAFOM _IAUAA - a FLO w A LEAST N Tows PROW TO mY EAMAION WKN ro NAY[ ALL UTILITY SEPARATION ,. EXISTINGUFIPES LOCATED. THE -1 NA.KR n T-Rpp>432-47M ANT ME WIN M! 4 WMA:KISLWPME.CpI N WANOS VIEW MGONA OCCURS N WITS, N FACN PPMOVD GRAY SNALL r LAe ro ADIEUS THE .BANA. NMMONIK E NoiWIwIBM PERM - BE PKMARD FROM AT LENT AS IWURS TIT AT IlA$I NOVEMBER 202E FIE wn. SEPARAIKw tlI'- G AVE -1 ANAeS N A%dWAC! WTH 114 119rN UTAm CITY O F ZEPHYRHILLS NWNOMA. LrPA . DETAIL AB IDEA, IEMNWYENTS. 20. ALpNOA UW (rs 153ASI) __ E LUT PFASDxs AArNG IAGMMOV N FxIBLK . lOwrKArS MIa[ A PepPpIID UMAY tAD54S NAOIYEA URLRY, RR PAaOIID STANDARD DETAILS SIPFflS NLM. PoOA-a-WARS d NMr CALF.Mfxl; MULL FWST GWAN a Utllm SWLI N NTIALLID N N:NROMAa A1rN TIE 1YHCAL IINIM1 COMIICI OCTAL RAONwrbN Ox LOGKIIMIS a LWN[IEOPOLIM W' MIYLAEs AXD FMP NdMMdi3. nlf C,bA1RN:lat n Rf3PaASnL2 AUR BR.ACINO. 9,MM1t&, d PAMWIAn oTFEA MEANS eO IN M EVENT THAT A UTILITY COxF11CT CAR NOT a RESMIm M MARNG A InAMR CRY OF 7EPHYRHIL-5 uTIL TV DEPARTMENT OR EF N:Cf- TO PNORCI AND 91Nm DOFFING MUnFS, 5TRUCRAES, nC MMPROUTE AOA5r.EAt UR1teA TIE ttVGL URIIY CGKFIR:T aW., TILE IunIW3 pD.xFv D OR UMEamED) TwT wY M KPAE10 ar IS ADM. cpNTILNnaR sHUL MdfAI A REDEEMER RAN TO FIE ENMxaA FORAPPNVAI PRIOR � 7ee25 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 73542 � - '.IK tDxINCTOP ?1NL IE R90�E fan CdTKiNC POWEA/TDERBN[ NRMIFAI[5 ro [MIMPCRC MaK. ALL RflOwlgN EFFORTS SMALL N SABECI ro TM MPNW 1. .wo AARARGNG To NN7 ArAAES Palls PER AN,- cur Rs NK`A AND a >W ENGM'FP AND An KNTnm UTUN COWNAIES PHONE (813)78040 FAX (913)7804613 -. F FELYSSAN FOR CGInaNCFON. A AID AWIlIOHK NTT ro NW OILER. - -- SERVICE TYPE VALVE TYPE •VALVE SIZE • PV-PEUG VALVE 6• VALVE TON scwER N DISK AIVCHDREDGDREO TO CONCRETE 8' w DNECDON AND NO O' L-20 TURNS TO OKF"N _ CAST IN 3• DA 1 E DISK (TW) b oP CAST IRON LID WTd RAISED LETTERS 'WATER' PANTED GREEN (SEWER) OR PURPLE (RECLAN) SEE NOTE 6" 36, x 6' CONCRETE PAD hViL LOCATOR WIRE ACCESS-2' SCH 60 PVC, FEMALE ADAPTER COUPLING AND 2' BRASS PLUG W/ RECESSED NUE TERMINATE NSIAATED. SOLID 14 GAUGE COPPER LOCATOR WIRES AT TEAR W/ 12' OF EXTRA wEE PLAN VIEW FINISHED ASPHALT FINISHED GLADE ,. Ft W-13 CLOSED FIE e 5' DC, 2' FROM TOP VALVE COLLAR AND IDENTIFICATION DISK 18 FT EL CASING L PVC WASTEWATER FLEXIBLE WATER MAIN ENGISEIBDIT GUMTY MAIN COUPLING (TYPICAL) i 10 FT _ 10 FT NOTES: 1. WHERE WATER AND SEWER CROSS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, THE GRAVITY SEWER SHALL CONSIST OF 18 FT OF STEEL ENCASED PVC PIPE CENTERED ON 'HE POINT OF THE CROSSING AS DETAILED ABOVE. 2. WHERE WATER MAIN CROSSES BELOW SEWER MAIN. BOTH THE GRAVITY AND THE WATER MAIN MUST BE ENCASED. GRAVITY MAIN AND WATER MAIN INTERSECTION DETAIL NTS SEWER MAIN\ I AS REOURED RIGHT-OF-WAY SEWER MAN SOLVENT WELDED \ CAP IN"' _PROPER �/ LINE ' PLUG * N NOTE: MARK ALL POINTS WHERE SEWER SERVICES PLAN VIEW CROSS CURB WITH A "S" MARK IN CONCRETE. AS REQUIRED-RIrAMT-OF-WAY T7' SOLVENT WELDED CAP MIN. --VA-FINAL VERT TO CLEAN -OUT TO CA SYSTEM. NECTION �,ySyy y�A FINAL GRADE 4' PVC PIPE ^� \ DEPTH AS RED. PER CLEANOUT INVERTS AS SHOWN ON PLAN & PROFILES L RIGHT-OF-WAY WETS PAIN SOLVENT WELDED CAP C WYE IN 4" PVC PIPE VIER NAIN 6'N4' PVC DOUBLE WYE\ PROPERTY LINE B' PVC- PIPE 6' PVC AS' BEND 4' PVC PIPE. 4' i NOTE: MARK ALL POINTS WHERE SEWER SERVICES PLAN VIEW CROSS CURB WITH A "S" MARK IN CONCRETE. AS REWIRED RIGHT-OF-WAY T2' SOLVENT WELDED CAP WIN.) CONVERT TO CLEAN -OUT UPON n FINAL CONNECTION TO CITY SYSTEM FINAL GRAPE _.wMBMWL WNC. COLLAR 4' PVC PIPE US FOUNDRY 762E RING AND COVER, B".4" PVC DOUBLE WYE 6' PLUG 1' PVC WYE 6' PVC PIPE 45' BEND OR {' PVC PIPE _ 45' BEND DR J• 90' LONG RADIUS SWEEP - 90• LONG RADIUS SWEEP I�M1NQ 6' PVC PIPE SEWER MAIN v KT V,IM SL 4" PVC PIPE 6' PVC 45' BEND PVC 45' BEND `PVC WYE N - - so LATERAL ACCEPTABLE FOR SEWER MAIN PVC WYE IN SINGLE FAMILY CONNECTION ONLY, SEWER MAIN MULTI -FAMILY, OR COMMERCIAL SERVICE SIDE VIEW SIDE VIEW SERVICE SHALL HAVE 6' MIN. LATERAL SANITARY SEWER SERVICE SANITARY SEWER SERVICE PVC SINGLE SERVICE PVC DOUBLESERVICE NOT TO SCALE _ --- - NOVEMBER 202E NOVEMBER 202E CITY OF ZEPHYRHILLS --- CITY OF ZEPHYRHILLS STANDARD DETAILS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813p80-0813 S -5 PHONE (813)780-0029 FAX (811)780-0813 S 6 GASKEIED AC TYPE C-304 STAINLESS STEEL _ NUTS, WASHERS & T-BOLTS 24 Cr C-304 STA STEEL STRAP CITY OF ZEPHYRHILLS NOVEMBER2021 CITY OF ZEPHYRHILLS NovEMBER2o21 - - - STANDARD DETAILS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DFPARTMENI CITY OF ZEPHYRHILLS U'1LITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 SIM ALSTON AVENUE ZEPHYRNILLS, FLORFOA 31542 �' 1 PHONE (813)780-0029 FAX (813)780-0613 S 1 4 PHONE (813)780-0029 FAX (et]p80-0e13 S ■ 6 • _ I _ SEE VALVE COLLAR IDENTIFICATION DISC DETAIL _ FINISH FINISH GRADE OR TRACING WIRE JI - HAND TAMPED BACKFILL I AT TOP SECTIONT ADJUSTABLE OPERATING NUT VALVE Box CI VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON SEE NOTE THE PIPE FOOT #57 STONE TRACING WIRE i (6" DEEP) it - PIPE (V 111, IT '- VALVE - iCOMPACTED FOOT TI 11 I -il- M=1 #57 STONE -WIDTH OF BEDDING EQUALS LAYING WIDTH OF VALVE +12' (6" BEYOND EA SIDE) NOTES: 1. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 112 OF THE ADJUSTMENT LENGTH FOR FUTURE USE 2. VALVE STEM FXTENSION(S) REO'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36" OR MORE COVER. GATE VALVE BOX r CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W-3 PHONE (813)78D-D029 FAX (813)780-0613 Sunshine state One Ca11, VALVE 7TW[ • GV - GATE VALVE SERVICE TYPE •VALVE SIZE • WV- rR1EW7.Y VALVE 4VALVE DENTIFIGAIION BARTER DISK ANGgED To CONCRETE 6' IN DBEcnDN APO NO OF L-29 TARNS TO OPEN 1/8' IMERS CAST IN 3' OM BRONZE DISK (TV) CAST RON LID Mal USED tiAEER' LETTERS PANTED RUE (POTABLE) OR BED (FTC) SEE NOTE - 4, 24'E A r' TRICK coWE ETE PAID Nam LOCATOR WIFE ACCESS-2" Sal 80 PVC. FEMALE ADNPTER COUPLING NC Y BRAS PLUG W/ RECESSED NUT. TERMlMTE NSUAT'ED, SOLD 12 GAUGE COPPER LOCATOR DIES Al TOP ./ 12- of EXTRA WIRE PLAN VIEW 3/4' f04r4iFA FINTIHED ASPH T� I IMSED GRADE 7 _ (2)-/J CLOSED It • 5' OC 7" FROWI TOP VALVE COLLAR AND IDENTIFICATION DISK CITY OF ZEPHYR STANDARD DET CITY OF ZEPHYRHILLS UTILITY DEP 39825 ALSTON AVENUE ZEPHYRHILLS. F PHONE (813)780-0029 FAX (813)7 .EAIE•li�E. T IRON VICE SADDLE EWER PIPE" SECTION SEWER LATERAL RETROFIT N15 SECTION A -A SCALE - : 6 �W{ I FOUNDRY A ups C �fEf�l,bay'RP t,,OQ� ® ® ® 0 C..._U 11 0 ® r] Ll Ll®� Nc wk CIN LO 2� Ll/W 0123%IA 2*-6" SO- FRAME AND SOLID LID /� / AC PAVING OR GRADE & NEENAH R-EFTS-A / (ROUND) OR EQUAL TO PIPE O.D.--'�- •' 4 •' 6 �� CONC. COLLAR RAISE TO GRADE IN _ . UNPAVED AREA PREMOLDED PLASTIC 4" MIN. EXPANSION JOINT MATERIAL. ENCASEMENT 3" TYP. SAND BACKFILL CONCRETE ENCASEMENT EQUAL DIA. PIPE (8" LD. MAX.) AS REQUIRED TO ENCASE FITTINGS AS SHOWN '(1)2'-0" JOINT? II N FINISHED GRADE COMBINATION VALVE (SEE NOTE A) - 44' PRECAST VALVE VAULT SxY AL ACCESS HATCH ill li- 2" OUTLET \ THO OUTLET �r I SST GV - SST CLOSE NIPPLE (TYP) ELECTROPUSION TAPPING SADDLE HOLES FOR NEW PIPE SHAI.1. BE OF SUFFICIENT DU TO ALLOW PACKING CEMENT MORTAR AROUND THE ENTIRE PERIPHERY OF THE PIPE BUT NO LARGER THAN 1.5 TIMES THE DIA OF THE PIPE. PACK CEMENT MORTAR MOUND THE ENTIRE PERIPHERY OF THE PIPE A' L 3/4" LIMESTONE ROCK -- UNDISTURBED SOIL AOTES . FOR SEWAGE FORCE MAINS, REPLACEMENT VALVE SIZE SHALL MATCH EXISTING VALVE TO BE REPLACED. B. THE VALVE VAULT IS NOT DESIGNED FOR GRAVITY_ CLEANOUT VEHICULAR TRAFFIC LOADS AND IS NOT INTENDED FOR PLACEMENT WITHIN THE TRAVELED WAY. NOT to SCALE- 023 3/4 1/4� 4 3/8 MACHINED SURFACES 024 1 /4 14, 023 3/8 021 1/2 - VIAr 5/8 6 1 -- 024 1 /2 -� 030 1/4 C. NOMINAL 36' MIN. ENGINEER MAY ADJUST AS REQUIRED BASED ON FINAL DESIGN, TYPICAL UNDERGROUND COMBINATION AIR RELEASE VALVE DETAIL -- __- NTS -� LLS NOVEMBER CITY OF ZEPHYRHILLS NOVEMBER2021 LS STANDARD DETAILS RENT 'f CITY OF ZEPHYRHILLS UTILITY DEPARTMENT IDA 33542 S A 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S �] 13\le/� A PHONE (813)780-0029 FAX (813)780-0613 3 (4)-NON PENETRATING PICKHOLES ON -SITE MANHOLE COVER DETAIL MANHOLE COVER DETAIL F_O_R PAVED AREAS NOT TO SCALE NOT TO SCALE NOVEMBER 202E NOVEMBER 202E NOVEMBER 2021 CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZLPIIYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542Seel 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 37542 Al - 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 7 PHONE (813)780-0029 FAX (813)780-0613 S �J PHONE (813)780-0029 FAX (813)780-0613 S 3 A INVERT FLEXIBLE CONNECTOR FILL ANNULAR SPACE CHANNEL TOP W/NON-SHRINK GROUT CHANNEL BOTTOM (SEE NOTE) - EFFLUENT SEWER PIPE 6- (MIN) e GROUT NOTE: PROVIDE SMOOTH TRANSITION IN CHANNEL BOTTOM FROM INFLUENT IE TO EFFLUENT IE. MANHOLE• CONNECTION TO EFFLUENT GRAVITY SEWER •IT; -- 8 HILLS NOVEMBER2021 CITY OF ZEPHYRHILLS NOVEMBER20211 AILS STANDARD DETAILS ARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT LORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 0-0813 -5 PHONE (813)780.0029 FAX (813)780.0613 S 4A DOGHOUSE MANHOLES: 1. FIG -A Doghouse manhdes are used, the base slab may be cast -in -place or precast and shall have reinforcing ban extending Into the concrete NI used for the flaw channel and bench. The doghouse manhole section shdl have openings provided by the manufacturer to fit over the wing plpe(s). The opening around the existing piks) shall be seded with concrete when forming the flow Channel to the top of the bench and the remalrling opening above the bench with concrete or brbic and mortar. 1. Flow *hall be main:alnsd during doghouse manhole construction_ 3. Manhole pad to rest upon a minimum of 9' compacted #57 stone base - NOT TO SCALE Pf SEV via PEN 11CHOPEN'L. I./I" SEWER (tYP) SEE ENMBtt S-2A AND EKNBIT S-4 IF APPLICABLE) $IMP[ ro NORM CHANNEL FA, il(M f,URVFS OPAL TYP SEC EXHIBIT 5-18 EFFLUENT SEWER SEE LX MT 5-2 PLAN M6[JrU9y[LI M(-AND�LLIi�CQ-R OETAL TYP SEE EXHIBIT S--IA NOR-SHNHN GW ASPNALT (_ -'MIT A UsTMERr WcGNcaPE L... NN2- ;N. TO MA RAN. X. TOHMIE MNFORC04 (frP) 5Ma5 PVC ROUE �- DROP PIPE XTAL nv) CORNED SEE E%IKBrt S-19 COUPLING T,2,3 OR 4 P. 5' NA DROP NH LLW,HS AS READ. STAINLESS 517Il 5" 12' a - GROUT 8 WD B SON 30 Pre Elmw - . DOGHOU - MANHOLE R BOOTT DETAIL EX1511NG REQUIRED SEWER MAIN NOTE: EXTEND SERVICE REFER TO STANDARD DETAILS 111. 113. 114. AND 115 FOR OVER INVERT ADDITIONAL DETAILS OF MANHOLE l I4' ROUT 1 57 STOMI (12' AREA) PREPARE SUBDIVIDE (i1T) N NEOR ANNI MIN 14 SPRGIFIGIBNS 1. CONNECTIONS AND GROUTING N WAIKILE ME SCHEMATIC. SEE ACTUAL OWES MDR PIPE DAMPERS. LOCATIONS AND INLERM. 2. COAT OVFS4X Of VANHDLE AS SPECIFIED. 3. LINE INSIDE OF MANHOLL AS VMIMD. A. ­1.1 .HA11 RF CONCFNT 11 wHFH Pn..IPIF SECTION MANHOLE W1 DROP PIPE NTS CITY OF ZEPHYRHILLS NOVEMBER 2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT w 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 `_ _ A A PHONE (813)780-0029 FAX (813)780-0613 \/ L H J Ar+�` �� �' '- • NOTE: i' ' A FORMED BRKIC INVERT IS RE- M* • i �'. ;. • 6� QUIRED FROM THE NEW SERVICE COMPACTED # 57 TO THE E)aSTING PIPE. REFER STONE BASE �, TO STANDARD DETAILS 111. 113, 114, AND 115 FOR DETAILS OF 4 4 THE INVERT. a d 4 �9 N kS SF( _0 ON AT EXISTING SEWER MAIN (B-3) 1 -----_i 4•-W FOR 6' TO 1Y WOO MANS I--- 6•-0• FOR I TO 3d WER MAINS4--- ----.� s•-d FDR 3n" TO 54" sMM MANIR I I � -GROUT 'MAX 6"MAXI i CTED i 57 -� ( I 2SAW CUT TO SPRINGUNEI I TONE BASE \ �a c a ' 9" SECTION ALONG CENTERLINE OF_Ex1ST1NG SEWER MAIN (A -A) E O U r Bear O U O 0 L W � Ln Z m ?� LLI �: o U � 1 N V o () ED _O T\ U ILL B� ) O -0 CIO 00 N m 00 N O N CD 11 T. O (14 N 00 N CT) r co CD Cl)/�� v/ 1 Zt ^I.. . a = Q ■ I.E � U o�.rmr -"„ NRmPI Wn. James Mills,I „ e mew DWIe'. 2023- T62T]BASW' r� IF �� , • \�GENsIF ° �P • No. 74145 ■ • eni p STAII wa co Z U-1 L U w W 0 W W J U) U wW aW u) (n LL W V` } Do Uj c 0 C O a LL -� V J J1 J m 0- LU w w U n I..L LIJ N J � I N In Q ' CY') W 0 _j oL o _j Ca J J .J = Lij �•o Z / /Q I..L N O- :E C0 m (0N o� GENERAL NOTES: ti LO M �t co W r i U N 0 Z iv O c N 0 N 6 O N Nt N U s L a N O N It N 0 U c a) E U 0 c 0 E E O U N cv U 0 U) cn co 0 t W cn cli a aD 3 cn N U W J 11- 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST JURISDICTIONAL STANDARDS AND FDOT. 2. PAVEMENT STRIPING TO BE IN ACCORDANCE WITH JURISDICTIONAL SPECIFICATIONS AND WITH THE FLORIDA D.O.T. ROADWAY & TRAFFIC STANDARDS, INDEX 17346. 3. ALL TRAFFIC CONTROL SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 4. WHERE MUCK OR OTHER ORGANIC MATERIAL IS FOUND, IT SHALL BE REMOVED AND REPLACED WITH QUALITY BACKFILL MATERIAL OBTAINED FROM THE GRADING OPERATIONS OR OTHER SOURCE APPROVED BY THE ENGINEER. THE ORGANIC MATERIAL SHALL BE THEN USED AS TOP DRESSING WHEN MIXED WITH CLEAN SANDY SOIL. 5. THE CONTRACTOR SHALL NOTIFY JURISDICTIONAL PUBLIC WORKS DIVISION AND MILLS, SHORT & ASSOCIATES AT LEAST ONE WEEK BEFORE COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR SHALL OBTAIN AN FDOT R/W PERMIT PRIOR TO COMMENCING WORK WITHIN FDOT RIGHT-OF-WAY'S. 6. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. 9. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. S GN SHALL B E MADE 10, CONTRACTOR SHALL SUPPLY DENSITY TEST TO ENGINEER ON ALL SUB -GRADE AND BASE. TEST SHALL BE PREPARED PER AASHTO T-180 METHOD. 11. SLOPE GRADES FROM ELEVATIONS SHOWN TO THE EXISTING GRADE AT PROPERTY LINE. 12. CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTIONS. 13. ANY EXISTING FLOW WELLS SHALL BE PLUGGED AS PART OF SITE DEVELOPMENT. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 15. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRICTION AREA BEFORE COMMENCING WORK. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. PAVING AND DRAINAGE NOTES: 1. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCE BETWEEN CENTERLINES OF DRAINAGE STRUCTURES. 2. DITCH BOTTOM AND CONTROL STRUCTURE INLET GRATES SHALL BE SECURED WITH CHAIN AND EYEBOLT. 3. FIVE (5) FEET OF SOD IS REQUIRED AROUND ALL DITCH BOTTOM INLETS, MANHOLES, HEADWALLS AND MITERED END SECTIONS. 4. TOP ELEVATIONS OF MANHOLES IN GRASSED AREAS SHALL BE LOCATED AT FINISHED GRADE ELEVATION. 5. AS AN ALTERNATIVE, CONTRACTOR MAY USE ALTERNATIVE PIPE MATERIALS IN LIEU OF THOSE SPECIFIED IN THE CONSTRUCTION DOCUMENTS. HOWEVER, CONTRACTOR MUST RECEIVE APPROVAL OF ALTERNATIVE PIPE MATERIALS IN WRITING BY THE CONTROLLING JURISDICTION AND MILLS, SHORT & ASSOCIATES PRIOR TO CONSTRUCTION. 6. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. TOP SOIL WHICH HAS BEEN STRIPPED AND STOCK PILED DURING THE COURSE OF CONSTRUCTION SHALL BE REDISTRIBUTED ON ALL REGRADED SURFACES SO AS TO PROVIDE AT LEAST FOUR INCHES OF EVEN COVER TO ALL DISTURBED AREAS OF THE DEVELOPMENT AND SHALL BE STABILIZED BY SEEDING OR PLANTING. 7. ALL DISTURBED AREAS WITH SLOPES UP TO 6:1 SHALL BE SEEDED AND MULCHED. SLOPES STEEPER THAN 6:1 SHALL BE SODDED AND SLOPES 3:1 OR STEEPER SHALL HAVE THE SOD PEGGED. 8. SEE TABLE 2.0 ON SHEET G-3 FOR REQUIRED STORM PIPE COVER BENEATH AN UNPAVED SECTION, RIGID PAVEMENT, AND FLEXIBLE PAVEMENT. 9. THE TABULATED VALUES ARE RECOMMENDED MINIMUM DIMENSIONS TO WITHSTAND ANTICIPATED HIGHWAY TRAFFIC LOADS. ADDITIONAL COVER MAY BE REQUIRED TO SUPPORT CONSTRUCTION EQUIPMENT LOADS OR HIGHWAY TRAFFIC LOADS BEFORE PAVEMENT IS COMPLETED. SOME SIZE THICKNESS COMBINATIONS MAY REQUIRE MINIMUM COVER GREATER THAN THOSE LISTED ABOVE. SEE FDOT INDEX 205, SHEETS 1-6. 10. ALL RCP STORM WATER PIPE SHALL MEET THE COVER & CLASS CRITERIA AS OUTLINED IN FDOT INDEX 205. 11. ALL STORM PIPE JOINTS SHALL BE WRAPPED AS SPECIFIED IN FDOT INDEX 280. 12. THE LAST FOOT OF STORM WATER POND SHALL NOT BE EXCAVATED UNTIL ALL DISTURBED AREAS ARE STABILIZED. 13, ANY FILL MATERIAL MUST BE APPROVED BY ENGINEER IN WRITING PRIOR TO PLACEMENT. 14. SIGNIFICANT CARE MUST BE TAKEN WHEN GRADING RETENTION PONDS TO ENSURE THAT POND BOTTOMS DO NOT BECOME COMPACTED DURING CONSTRUCTION OR SEALED BY CONSTRUCTION SEDIMENT. IF SEDIMENTATION OR COMPACTION OF A POND BOTTOM OCCURS, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE THE DESIGN HYDRAULIC CONDUCTIVITY. 15. THE SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD), REQUIRES ALL PROPERTY OWNERS TO PERFORM A STORMWATER SYSTEM INSPECTION TO ASSURE THE PONDS, INLETS, AND PIPES ON SITE ARE BEING WELL -MAINTAINED (E.G., PROPERLY MOWED AND CLEAR OF DEBRIS). THE INTENT IS TO GUARANTEE THAT CONTAMINATED RAIN RUN-OFF FROM THE PROPERTY WILL NOT ADVERSELY AFFECT THE SURROUNDING AREA. 16. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN COUNTY'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR FDOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 17. ALL UNPAVED AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 18. TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTY RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 19. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 20. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN. 21. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. 22. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT. 23. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 24. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 25. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO FDOT STANDARDS. IN THE EVENT THAT THE CONTRACTOR DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS AS NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 26. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 27. ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL)A (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN. 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 29. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORMWATER PIPING PER MANUFACTURER'S RECOMMENDATIONS. AS -BUILT NOTES: 1. THE CONTRACTOR SHALL SUBMIT A CERTIFIED SET OF RECORD DRAWINGS TO THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. RECORD DRAWINGS SUBMITTED TO THE ENGINEER AS PART OF THE PROJECT ACCEPTANCE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS. A. DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. B. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UNDERGROUND AND ABOVE GROUND STORM DRAINAGE, WATER, REUSE AND WASTEWATER PIPING AND RELATED APPURTENANCES. ALL PIPING LOCATIONS INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC. C. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. D. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS, BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. E. LOCATION OF ALL INLETS AND MANHOLES, HYDRANTS, VALVES AND VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO PREFERABLY THREE PERMANENT POINTS. F. DIMENSIONS BETWEEN ALL INLETS AND MANHOLES SHALL BE VERIFIED AND SHOWN. THE INVERTS AND GRADE ELEVATIONS OF ALL INLETS, CONTROL STRUCTURES AND MANHOLES SHALL BE SHOWN. G. CONTRACTOR SHALL PROVIDE AS -BUILT SURVEY FOR POND GRADING. SPOT ELEVATIONS SHALL BE TAKEN AT TOP OF BANK, POND BOTTOM, AND ALL GRADE BREAKS AT 50' INTERVALS. H. DRAWINGS SHALL CLEARLY INDICATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN WATER MAIN AND STORM DRAINAGE/SANITARY SEWER/RECLAIM WATER MAINS AT POINTS OF CROSSING IN ACCORDANCE WITH FDEP CRITERIA. I. WHERE THE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCE MAIN AND RECLAIMED WATER), THE CERTIFIED AS -BUILT DRAWINGS SHALL CLEARLY INDICATE THE CONSTRUCTED ELEVATIONS IN SUCH A WAY THAT THE VERTICAL SEPARATION BETWEEN THE WATER MAIN AND OTHER UTILITIES MAY BE VERIFIED BY THE ENGINEER. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER. J. WHERE THE WATER MAIN CROSSES OTHER UTILITIES (STORM, GRAVITY SEWER, FORCE MAIN AND RECLAIMED WATER), THE CERTIFIED AS -BUILT DRAWINGS SHALL CLEARLY INDICATE THE LOCATIONS OF PIPE JOINTS IN SUCH A MANNER AS TO DEMONSTRATE THE PIPE IS CENTERED AT ALL THE CROSSING, FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN THE CONTRACTOR EXCAVATING AND SURVEYING THE UTILITIES AT NO ADDITIONAL COST TO THE OWNER. 2. EACH SHEET OF THE PLANS SHALL BE SIGNED, SEALED AND DATED BY REGISTERED SURVEYOR WITH A NOTE READING "THESE AS -BUILT DRAWINGS ACCURATELY DEPICT THE ACTUAL IMPROVEMENTS AS CONSTRUCTED". CLEARANCES: 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING 90 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR CERTIFICATION OF COMPLETION APPROVAL DATE. 2. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SIGNED AND SEALED AS-BUILTS OF ALL UTILITY IMPROVEMENTS, PRESSURE TESTS, BACTERIOLOGICAL TESTS, AND ANY OTHER INFORMATION NECESSARY FOR THE CLEARANCE APPROVALS WITH F.D.E.P. AND THE LOCAL UTILITY PROVIDER. THIS INFORMATION SHALL BE PROVIDED TO THE ENGINEER 60 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR CERTIFICATION OF COMPLETION APPROVAL DATE, 3. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SIGNED AND SEALED AS-BUILTS OF ALL STORM WATER SYSTEM IMPROVEMENTS AND ANY OTHER INFORMATION NECESSARY FOR THE CLEARANCE APPROVALS AND THE LOCAL UTILITY PROVIDER. THIS INFORMATION SHALL BE PROVIDED TO THE ENGINEER 60 DAYS PRIOR TO THE ANTICIPATED COMPLETION OF CONSTRUCTION AND/OR CERTIFICATION OF COMPLETION APPROVAL DATE. DEMOLITION NOTES: 1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER. 2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID ITEMS. SANITARY SEWER NOTES: 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH JURISDICTIONAL MANUAL OF STANDARD SPECIFICATIONS FOR WASTEWATER CONSTRUCTION. 2. ALL MANHOLES SHALL BE 4 FT. INSIDE DIAMETER. 3. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERLINE. FORCE MAIN NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH THE UTILITY PROVIDERS MANUAL OF STANDARDS AND SPECIFICATIONS FOR FORCE MAIN CONSTRUCTION. 2. PIPE LENGTHS SHOWN IN REPRESENT SCALED DISTANCES BETWEEN FITTINGS OF BRANCHES AND MAINS. 3. DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED THOSE RECOMMENDED BY THE PIPE MANUFACTURER. 4. VALVES SHALL BE EQUIPPED WITH AN ADJUSTABLE CAST IRON VALVE BOX WITH COVER, THREADED EXTENSIONS WHERE NEEDED, UNLESS OTHERWISE NOTED. 5. ALL PVC FORCE MAIN SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS, MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION (NSF). 6. ALL NON-METALLIC FORCE MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 14 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. SEE STANDARD DRAWINGS. IN ADDITION, ALL PVC FORCE MAINS SHALL BE EITHER A SOLID GREEN COLOR OR WHITE WITH GREEN LETTERING. ALL LETTERING SHALL APPEAR LEGIBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE. LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE. 7. HYDROSTATIC & LEAKAGE TESTING OF THE FORCE MAIN SHALL BE DONE IN ACCORDANCE WITH THE AWWA STANDARDS. HYDROSTATIC TESTING TO BE DONE IN ACCORDANCE WITH AWWA C-600. 8. PIPE MATERIALS: PVC - SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARDS C900., LATEST EDITION. THE PVC SHALL HAVE A MINIMUM WORKING PRESSURE OF 100 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 25 UNLESS OTHERWISE NOTED. PIPE SHALL BE THE SAME O.D. AS DUCTILE IRON PIPE. PVC JOINT- SHALL BE IN ACCORDANCE WITH ASTM D3139. DUCTILE IRON JOINT- SHALL BE IN ACCORDANCE WITH ANSI A21.11 AND AWWA C111. 9. AIR RELEASE VALVES SHALL BE REQUIRED AT ALL HIGH POINTS IN THE PROPOSED FORCE MAIN, AS SHOWN ON PLANS, HIGH POINTS IN THE FORCE MAIN ARE DEFINED AS A CHANGE IN ELEVATION TWICE THE DIAMETER OF THE PIPE. 10. ALL FORCE MAINS TO BE CONSTRUCTED WITH A MINIMUM OF T FEET OF COVER. 11. TESTING OF THE SEWAGE COLLECTION SYSTEM IS AS FOLLOWS: A. ALL GRAVITY SEWER MAINS REQUIRE LOW PRESSURE AIR TESTING IN ACCORDANCE WITH THE LATEST UNI-BELL STANDARD FOR LOW PRESSURE AIR TESTS. AIR TEST, AS A MINIMUM, SHALL CONFORM TO THE TEST PROCEDURES DESCRIBED IN ASTM SPECIFICATIONS, ASTM F1417 FOR PLASTIC PIPE. B. ALL MANHOLES SHALL BE INSPECTED FOR INFILTRATION, ALIGNMENT, FLOW CHANNEL CONSTRUCTION AND COAL TAR EPDXY PAINT THROUGHOUT. C. HYDRO -STATIC TESTS CONSISTING OF A HYDROSTATIC PRESSURE TEST AND HYDROSTATIC LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED SEWER FORCE MAIN SYSTEM PRESSURE PIPES AND APPURTENANCES IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. THE PRESSURE SHALL BE 150 PSI FOR TWO (2) HOURS. D. DEFLECTION TESTS ARE REQUIRED FOR ALL FLEXIBLE PIPE EXCLUDING FORCE MAINS. TESTS SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES.D MEASURED FROM THE INTERFACE TO THE CONCRETE CURB AND PAVEMENT SURFACE UNLESS OTHERWISE NOTED. 4. ALL SANITARY SERVICE LATERALS SHALL BE 6 INCH DIAMETER, UNLESS SPECIFIED OTHERWISE ON PLANS. 5. INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 6. MINIMUM AS BUILT 8" PVC SEWER LINE SLOPE WILL BE 0.40% MINIMUM SLOPE OR WILL BE RELAID BY CONTRACTOR TO MEET THE MINIMUM SLOPE REQUIREMENT AT NO ADDITIONAL COST. 7. MARK LATERALS WITH 4" X 4" X 8' PT POST PAINTED GREEN ON END. 8. PIPE MATERIAL IS ASTM D3034, SDR-26 UNLESS OTHERWISE NOTED. 9. A MINIMUM OF 1.00% SLOPE SHALL BE MAINTAINED ON THE SANITARY SEWER SERVICE LATERALS. AT NO TIME SHALL A SANITARY SEWER LATERAL HAVE A SLOPE OF 15% OR GREATER. 10. SANITARY SEWER GRAVITY MAINS ARE TO BE UPGRADED IN MATERIAL TO WATER MAINS STANDARDS AND HYDROSTATICALLY PRESSURE TESTED WITH WATER TO ENSURE JOINT TIGHTNESS IF EITHER OF THE HORIZONTAL OR VERTICAL MINIMUM REQUIRED CLEARANCE FROM A WATER MAIN CANNOT BE MAINTAINED OR IF THE SEWER MAIN IS ABOVE THE WATER MAIN. 11. LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: A. THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. B. EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. C. AIR TESTS, AS MINIMAL, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES, AIR TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES, CONFORMS TO THE TEST PROCEDURES DESCRIBED IN ASTM C-1244. 12. DEFLECTION TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES, CHAPTER 33.85, FOR ALL GRAVITY SANITARY SEWER LINES. TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL -PIPE SYSTEM. TESTING REQUIREMENTS SPECIFY: A. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. B. USING A RIGID BALL OR MANDREL FOR THE PIPE DEFLECTION TESTS WITH A DIAMETER NOT LESS THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX. TO WHICH THE PIPE IS MANUFACTURED. C. PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES. James Mills V) E U p m U r �r O U N O W v7 V) c� m w 0 N U � N O) (1)M 0 1 co U)'c o �J m LL U O N N m N O O N C)> N 0) v J N 0) tico I- C:) /�� LLl M l 1 z k .-� O Q r r� lL U Sys W. 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