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CORNELL LANE 1105 (5) - r SEWER OR SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGSNONPOTABLE MAIN AND BENDS TO ALIGN WITH EXIST. LATERALS. CONSTRUCT WATER MAIN STAN DAR D 5.0' CLEAN-OUT MIN. WATER MAIN L.R.-30 deg. NDI z MECHANICALLY °0�i RESTRAINED WATER MAIN a ' JOINTS UNDISTURBED _ EARTH SEWER MAIN NOTES: 10' 10'- 1. WHERE A 10 FOOT PARALLEL SEPARATION CANNOT BE MAINTAINED BETWEEN A 6" SERVICE WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN, THEN THE WATER PIPE MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN OR NONPOTABLE r45 = WATER MAIN, THE SEWER OR NONPOTABLE WATER MAIN SHALL BE DUCTILE IRON Z UNTIL THE PROPER SEPARATION DISTANCE OF AT LEAST 10 FEET IS OBTAINED. I� 2. WHERE A 18 INCH VERTICAL SEPARATION DISTANCE CANNOT BE MAINTAINED BETWEEN A WATER .MAIN AND A SEWER MAIN OR NONPOTABLE WATER MAIN THEN ,l,llx,� � PLAN THE WATER MAIN SHALL PASS OVER THE SEWER MAIN OR NONPOTABLE WATER MAIN WITH A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. THE SEWER OR NONPOTABLE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING AND THE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE WITH MECHANICALLY RESTRAINED JOINTS. ^" N.T.S. PLANSN.T.S. EXIST. AND FINISH GRADE INSTALL CLEANOUT, SEE DETAIL EXIST. LINE nT SIDEWALK — \ l--III=III—I I CLEANOUT FRAME AND COVER, SANITARY SEWER PVC FITTINGS, SCREW CAP I 2'X2'X3" CONCRETE PAD �---- DITCH " I AROUND CAP. DITCH SERVICE WYE BANK fi SERVICE PIPE ` BANK W/RISER AS NECESS RY �------�-1 .0 % MIN. SLOPE CL 8" PVC PIPE AND FITTINGS BACKFILL AS SPECIFIED 0 LL El Ms It Z �D I STANDARD SEWER SEE TRENCH DETAILS FOR BEDDING BEND - AND COMPACTION STOPPER OR STANDARD PVC SEWER E CONNECTION W I WYE, s"xs" v�ITH NECESSARYSFITfI RGVSICE - TO EXIST. LATERAL � � �.... NOTES: -- — — 1. CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS 2. PROVIDE APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. �-UNDISTURBED SOIL 3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED, TERMINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER. N.T.S. SEUON-5ANIIARY SE VI L CONEQ1105. N.T.S. Bc 18" MAX. Bc 12" MIN. CAREFULLY SHEETING COMPACTED BACKFILL zf 12" 7 1/4 Bc i - I " MIN. STREET STREET TOP OF PAVEMEMT COMPPACTED GRANULAR VARIABLE TO BE DETERMINED AVG. GRD. SURFACE MATERIAL BY ENGINEER IN FIELD HALF SECTION X��� /T SHEETED TRENCH UNNSSHEE Ep TRENCH TOP OF PAVEMENT AVG. GRD. SURFACE �4g TYPE II VARIES COMPACTED GRANULAR BEDDING V6 --FOR COVER OVER PPE 3' OR LESS EXIST. " VARIES ` ��' I Bc + 18 MAX EXIST. PIPE�, Bc Bc + 12 MIN. B" PVC BEND FOR COVER OVER EXIST. SAND CUSHION CAREFULLY PIPE EXCEEDING 3' 3" MIN. COMPACTED SHORT RADIUS MIN. SLOPE + BACKFILL 1/4- PER FT, ti ` MIN. SLOPE 1/4" PER FOOT ' SAND CUSHION 3" MIN. —t ti" P.V.C. PIPE SHEETING � � •• B" PVC PIPE VARIABLE—TO BE DETERMINED ` SHAPED BOTTOM SUITABLE UNDISTRURBED SOIL EXIST PIPE BY ENGINEER IN—FIELD 0.5 Bc ALTERNATE GRADIENT FOR 6 INCH LATERAL ALTERNATE GRADIENT FOR 6 IINCH LATERAL HALF SECTION HALF SECTION SEWERS AT CONFLICTS WITH EXISTING UTILITIES SEWERS AT CONFLICTS WITH EXISTING UTILITIES SHEETED TRENCH UNSHEETED TRENCH BUILDING, TYPE I , » EYQ BUILDING C» PVC SHAPED BOTTOM WIT•AMPED BACKFILL BEDDING -.DETAILS (CLASS B) QQNNEC11ON (OVER CONFLICII CONNEC'nON (Q' NUEE QQNE IQI)- N.T.S. N.T.S. N.T.S. Project No.: Drawing Designed Released For Construction CEK rA / conneily & Wicker Inc. CORNELL ONE o 0301-09 Drawn BTP By consulting Engineers o CheckedPREPARED FOR SEWER DETAILS This Drawing is the property of Connelly ac wicker Inc, 17111 South 5th Street Q scale CEK and Is not to be reproduced or copied In whole or in Jacksonville Beach, Florida 32250 Q . AS NOTED 0.C, part. It is not to be used on ony other project and (904) 249- 7995 Fax: (904) 241- 1126 BEACHES HABITAT RICHARD C. WELCH. P.E. Date : 7 8 BEK Is to be returned on request C.A,. No.: 3650 No. Date Revision ey P.E. 279 JAN. 2003 ' Sheet of I Ib-i .. 1 e s' I 1. , UTILITY NOTES: GENERAL NOTES: f. EROSION SEDIMENT CONTROL NOTES: . . 1. :ALL WORK AND, MATERIALS SHALL`'BE IN COMPLETE ACCORDANCE :WITH ALL RELATIVE SECTIONS 1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE 22. THE RECORD OR AS-BUILT--DRAWINGS SUBMITTED TO PLACE TI-HE CONSTRUCTION INTO SERVICE 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT `: k .: . OF CITY STANDARI 1.DS, .(LATEST REVISION) SAND; ALL^CUPRENT CITY STANDARD DETAILS. DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WIATER AND SEWER (INCLUDING STORM) CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR 1. i . . LOCATIONS 'ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS LINES AT ALL CROSSING AND PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS ADDITIONAL INFORMATION ON SEDIMENT AND EROSION ' 2. ALL WORK. SHALL F3E PERFORMEDF:IN A SAFE `MANNER .,`ALL SAFETY RULES AND GUIDELINES OF AND. FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO THAN 10 FEET. CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL-A O.S.H.A. SHALL BE FOLLOWED. •; THE, CONTRACTOR SHALL BE. WHOLLY,RESPONSIBLE. FOR ANY COMMENCING-,ANY CONSTRUCTION, IF •THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE I T " DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED GUIDE O SOUND LAND AND WATER MANAGEMENT FROM INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO P�IVATE PROPERTY OR PERSONS DURING LOCATIONS, -THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL THE COURSE OF THIS. PROJECT:'' ALL COSTS'ASSOCIAIED WITH CC)MPLYING WITH O.S.H.A, THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND PROTECTION F.D.E.P. CHAPTER 6. THE CONTRACTOR REGULATIONS AND THE�'FLORI1.DA:•TRENCH SAFETY •6.ACT MUST BE INCLUDED IN THE CONTRACTORS CONTRACTOR .SHALL. EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. SHALL PROVIDE EROSION PROTECTION AND TURBIDITY . BID. _ i : I UTILITIES AND 'IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE 23. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY ;' �, ,'' 1 i FOR .ALL' DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT AILL BENDS AND TEES. ' r 3 THF CONTRACTOR SHALL f3E RESPONSIBLE FOR:?VISITING`THE JOB, SITE ,PRIOR TO PREPARING - COMMENCEMENT;OF `ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO THE BID FOR THE PURPOSE" OF 'FAMILIARIZING• F WtELF.WITH :THE .NATURE AND THE EXTENT . AND TYPE `OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. 24. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VIALVES SHALL BE MECHANICALAGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION . OF THE WORK ;AND LOCAL CONDITIONS,`-EITHER'SURFACE OR SUB-SURFACE; WHICH MAY •AFFECT . . JOINT CAST IRON BRONZE FITTED WITH RESILIENT SEAT. ALL. VALVES SHALL OPEN BY OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE THE'`WORK 'TO BE PERFORMED,t 'AND ;THE' !~QUIPIv1ENT,;�IABOR AND MATERIALS REQUIRED. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE T RNING TO THE A RA P I P FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT U LEFT. VALVES SH LL BE TED AT 200 S I WORKING RESSURE AND 400 FAILURE TO :DO...SO WILL NOT,.RELI.E,VE THE `GONTRACTCR.�OF COMPLETE` PERFORMANCE UNDER ENGINEER FOR:REVIEW AND APPRO1. VAL, . PRIOR TO SUBMITTAL TO THE CITY AND PRIOR PSI TEST PRESSURE. INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION . 'THIS`CONTRACT "•THE CONTRACTOR IS ALSO,'.IIRGED Tp;`TAKE COLOR PHOTOGRAPHS: ALONG THE TO PURCHASE .OR`CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. COSTS AND FINES. . _ ROUTE_ OF' THE PROJECT TO RECORD>'EXISTING CQNDfTIDNS PRIOR TO CONSTRUCTION, AND TO 25, ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR T01 THE PRESSURE TESTING OF AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS,'.THAs MAY OCCUR DUE TO THF;: 3. ALL PIPE LENGTHS ARE:SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE WATER AND SEWAGE FORCE MAINS. 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE , "JdONSTRU&ION.-QF THE PROJECT. + '' CONSTRUCTED TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO BEST EROSION AND SEDIMENT CONTROL PRACTICES AS ' •_ i y)', CONFORM WITH CURBING, -PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. 26. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. 4 'IT SHALL BE THE; CONTRACTOR'S RESPONSIBILITY ;TU, EITHER CONDUCT-ANY FIELD ,EXPLORATION HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS OR ACQUIRE ANYr'GEOTECHNICAL ASSISTANCE. REQUIRED TO ESTIMATE THE AMOUNT OF ' 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN AND CRITERIA. „UNSUITABLE"MATERIAL THAT ;WILL REQUIRE;:REMOVAL :AND/OR TO ESTIMATE THE AMOUNT OF ; FUNCTIONING PROPERLY A7 TIME OF ACCEPTANCE. PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. THE ENGINEER MUST BE OFF SITE BORROW`THAT WILL` BE`•,REQUIRED. NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE 5, ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES. PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS ,5 �ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED 'BY THE COINTRA1.CTOR TO THE DEVELOPER 27. A UTILITY COMPANY PRECONSTRUCTION CONFERENCE MUST BE' HELD PRIOR TO COMMENCEMENT POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. AND. THE-CITY FOR A PERIOD OF•; ONE YEAR. FROM DATE:`OF 'ACCuEPTANCE BY THE OWNER 6., ALL DRAINAGE PIPE JOINTS IN CITY DRAINAGE EASEMENTS, DRAINAGE EASEMENTS OF WATER OR SEWER WORK. THE CONTRACTOR SHALL CONTACT UTILITY COMPANY 70 AND" THE CITY :1 ` '° •• BETWEEN PRIVATE LOTS, DRAINAGE RIGHT--OF--WAYS AND UNDER PAVED ROADS ARE TO BE SCHEDULE THIS CONFERENCE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING . r FILTER-WRAPPED. A PERMANENT STAND OF SOD AND/OR GRASS PER CITY 6. ELEVATIONS ARE BASED ON., NATIONAL GEODETIC ,VERTICAL;DATUIM OF 1929 (N.G.V,D.) UNITED . - 28. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. THIS SERVICE STANDARDS AND MEETING THE N.P.D.E.S; FINAL STABILIZATION °STATES COASTAL AND GEODETIC •SURVEY (U S C & G,S.), .AS DETERMINED BY. BOATWRIGHT 7. ALL INVERTS IN DRAINAGE.`STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR SHALL BE PROVIDED BY THE CONTRACTOR AS PART OF THE SANITARY SEWER CONTRACT. A REQUIREMENTS. LAND SURVEYORS. FILE NO. 2002--1009, BETWEEN EACH LAYER OF BRICK, OR REDDI--MIX CONCRETE WITH #57 STONE. FULL WRITTEN REPORT AS 70 THE CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE ' DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. 'SHALL BE SUBMITTED TO THE . 7.' FOR 'BOUNDARY, ROADWAY AND :LOT GEOMETRY,,INFORMATION SE[E PLAT. - 8, UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE OWNER AND ENGINEER PRIOR TO ACCEPTANCE, AND ONE COP1Y OF THE VIDEO TAPE SHALL BE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTORS . . . REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. SUBMITTED TO THE CITY. ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. 8. THE CONTRACTOR,.WILL CONTRACT-WITH AN INDEPENDENT-'TESTIMG LABORATORY TO PERFORM - REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTFIONS MUST BE REINSPECTED JOHNS RIVER WATER MANAGEMENT DISTRICT. MATERIAL'TESTING AND 'SOIL: TESTING IN "ACCORDANCE WITH COUJNTY REQUIREMENTS, THIS 9, ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PRIOR 70 ACCEPTANCE. SHALL INCLUDE DENSITY TESTS•'IN i ALL: PAVEMENT:ARIAS�AND TPN .ALL UTILITY TRENCHES PAVEMENT. 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND LOCATED IN PAVE1 .MENT ARDAS:CONCRETE ',TfSTING ;ANp. ALL OTHIER MATERIAL TESTING. PRIOR 29. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL PERFORM TO LIMEROCK ;PLACEMENT, :THE. PROJECT;GEOTECHNICAL ENGINEER SHALL MAKE 10, ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY SHALL BE ACCOMPLISHED BY AN AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL GROUNDWATER TESTING IN ACCORDANCE WITH THE RECOMMENDATION -FOR .,UNDERORAIN, PLACEMENT, UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF ENVIRONMENTAL PROTECTION AGENCY FEDERAL REGISTER, _ FLORIDA STATUTES. 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. PAGE 42739, PART 1 A.3, TO DETERMINE PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE 9. THE. CONTRACTOR.: SHALL BE`,RESPONSIBLE FOR OBTAINING ALL NVECESSARY PERMITS AND RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF RIGHT--OF"-WAY PERMITS FOR 11. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL INSURANCE REQUIRED. FOR :THE :PROJECT INCLUDING CITY 30. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINCGS SHALL NOT CONTAIN MORE REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER WORK -IN tTHE CITY RIGHT 01=-WAY OR EASEMENT, ... . SANITARY. MANHOLES PRIOR 70 THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MAITERIALS USED IN THE JOINTS ENCOUNTERED DURING CONSTRUCTION AND DEWATERING SCHEDULE TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS�-BUILT" THE WORK WITHIN, NTRACTOR SHALL COORDINATE 1 SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED OPERATIONS. C NGS FOR THIS PROJECT. 10. THE CO CITY OfR STATE RIGHT-OF-WAY DRAWINGS WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THIAN EIGHT PERCENT LEAD AND WITH `THE PROPER AGENCIES'`FOR`MAINTENANCE OF. TRAFFIC AMID METHOD OF CONSTRUCTION ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0,2 PERCENT LEAD. 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE . AND. REPAIR: .12, ALL SEWER MAINS SHALL BE PVC (ASTM�-3034) DR-35 FOR DEPTHS TO 15 FEET, DR18 FOR CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE . „ DEPTHS 15' OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. 31. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT-OF-WAY EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE 11. ALL PUBLIC'- DRAINAGE 'EASEMENTS SHALL _BE UNOBSTRUCTED (EASEMENTS. ALL OR CITY EASEMENT MUST BE IN CONFORMANCE WITH THE CITY APPROVED MATERIALS "UNOBSTRUCTED"` EASEMENTS TO ;BE CLEAR'AND ''DRIVEABLE. MANUAL. ELIMINATION SYSTEM RULES AND REGULATIONS, E6" PV f 6 FEET 13. SANITARY SEWER SERVICES SHALL B C WITH A MINIMUM SLOPE OF 0 00 PER FOOT AND SHALL BE TERMINATED 5 FEET FROM THE HOUSE WITH A DEPTH OF 48 UNLESS 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN , 12. AS-BUILT�. DRAWINGS - AS--BUILTS TO THE=CITY;1ANp:THE ST. JOHNS RIVER WATER. 32. A PRE--CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED 48 HOURS IN OTHERWISE DETAILED OR RESTRICTED DUE 70 DEPTH OF SEWER MAIN. A SEWER FILTER FABRIC TO PREVENT SEDIMENTATION OF THE STORM ..MANAGEMENT; DISTRICT ARE_ REQUIRED TQ BE;;SIGNET). AND SEALED BY iA FLORIDA `REGISTERED ADVANCE THROUGH ROBERT KOSQY AT TELE HONE # 247-58;34. CLEANOUT SHALL BE INSTALLED ON EACH SERVICE AT THE PROPERTY LINE. SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER LAND SURVEYOR .THEREFORE, IT SHALL BE THE CONTRACTOR'S (RESPONSIBILITY TO CONTRACT FABRIC UNTIL THE ASPHALT ALT/CON TE PAVEMENT WITH; Ar LAND' SURVEYOR REGISTERED IN THE 'STATE OF FLORIDA FOR THE PREPARATION, FIELD 1 IN S SHALL 6" COVER F 33. CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER hNAIN5 AND FORCE MAINS IN / E VE NT IS PLACED. 4. WATER L E HAVE A MINIMUM OF 3 VE FROM FINISHED GRADE UNLESS OTHERWISE ACCORDANCE WITH CITY STANDARDS. N " , SHOWN. ALL WATER MAINS SHALL BE FLUSHED IN ACCORDANCE WITH AWWA C651 DISINFECTION 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS LOCATIONS, `CERTIFICATION AND SUBMITTAL.OF AS--BUILT :_ DRAWINGS ;1N ACCORDANCE WITH CURRENT CITY ,STANDARDS;AND SPECIFICATIONS_AND 'SJRWMD REGULATIONS lT IS .:THE STANDARDS. DEDICATION Al FINAL ACCEPTANCE AND/OR SWALES FROM SEDIMENTATION DURING A R'S RESPON I ITY 70`PROCESS TH A -�BUI T"'- Dfi�AWINGS FOR IT BYTE 34. CONNECTION CONTINGENT UPON CONSTRUCTION, DEDICAT 0 AND OF THE / 'CO TR CTO, 5 BIL E S L H CONSTRUCTION USING NECESSARY SEDIMENT CONTROL .4 ', CITY. AS=BUILT DRAWING$,`MUST,'BE 'PROVIDEDv.;TO THE' CITY IN' HARD COPY AND DIGITAL 15, - ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF-pw AND OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF `'' ' FORMAT, IN. AUTOCAD 14 OR 'HIGHER' ` SHALL BE SO MARKEDI -11 . THIS PROJECT. BARRIERS. • '13. .THE CONTRACTOR SHALL COORDINATE THEIR:.CONSTRUCTION, WITH ALL^, OTHER CONTRACTORS. 16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE IN THE EVENT OF. ANY. CONFLICT.WHATSOEVER,,'THE CONTRACTOIR SHALL NOTIFY THE ENGINEER UNTIL FINISHED WORK IS COMPLETE. CONTRACTOR SHALL SEED ALL AREAS AND MAINTAIN EROSION AND OWNER `PRIOR 70 PROCEEDING WITH CONSTRUCTION;- CONTROL BARRIERS IN PLACE TO PREVENT EROSION, . 17. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM SILTATION AND AND INCREASE RUNOFF. . 5 SEWER ;SHALL BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS. 14. ALL ;CLEARING: AND GRUBBING.REQUIRED FOR .ALL 'ROADWAY, ;UTfILITIES, .DITCHES, AND BERMS • INCLUDED ,IN THIS PROJECT: AND THE CLEA , ,,-'AND GRUBBING OF ALL RIGHT-OF--WAY OR . 18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET • OF THE PROJECT. EASEMENTS SHALL BE CONSIDERED AS.1.PART` HORIZONTAL SEPARATION, FULL-UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. DR 18 AWWA y� C-900 .FOR NEWLY INSTALLED SEWER & DR 25 AWWA C--900 WATER) WILL BE USED WITH THE 115.'- ALL AREAS•SHOWN TO BE 'FILLED SHALL BE CLEARED AND GRUBBED 'IN ACCORDANCE WITH JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF . CITY'STANDARDS' AND SHALL, BE FILLED WITH,:CLEAN .STRUCTURJAL FILL COMPACTED AND OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES. . TESTED IN ;ACCORDANCE WITH THE GEOTECHNICAL 'INVESTIGATION REPORT. IT IS PREFERABLE 70 HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FEET 16. CONTRACTOR _IS RESPONSIBLE FOR PROTECTION 01=:; ALL,SURVEY' .AND PROPERTY,.MONUMENTS. �F SEPARATION WHERE POSSIBLE. IF A MONUMENT IS DISTURBED, THE CONTRACTOR CONTRACT WITH THE SURVEYOR OF 19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH RECORD FOR, REINSTALLATION OF THE MONUMENT.:,,,-,,' A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY '� `° EI PIPE (I.E. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER & DR 25 AWWA C-900 WATER) 17. ALL, DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE• DISPOSED OF OFF-SITE BY WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE CONTRACTOR, � 11 ,CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION, THE MINIMUM VERTICAL 18. ALL EXCESS SUITABLE AND' UNSUITABLE MATERIAL SH BE REMOVED FROM THE SITE BY THE ` SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT CONTRACTOR UNLESS DIRECTED OTHERWISE .BY:ENGINEER OR OWVNER. POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO . HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. 19. ALL EXISTING TREES TO REMAIN SHALL•BE PRESERVED -AND PROTECTED. 20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE 20. BURNING OF.TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, PERMITTED AND POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF COORDINATED WITH CITY FIRE MARSHAL. CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS. 21. ROADWAY UNDERDRAINS`SHA. BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED 21. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED • NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH NOTIFY THE':ENGINEER IF,, HIGH GROUND` .WATER-CONDITIONS ARE' PRESENT DURING THE DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL PREPARATION OF THE ROADWAY SUB-BASE; SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. 22. PROVIDE CONTRACTION JOINTS AT 10' O.C. AND EXPANSION JORNTS AT 50' O.C. ON ALL EXTERIOR .SIDEWALKS AND CURBING. COMPANY CONTACT / TELEPHONE # 23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T, STANDARD INDEX 600, LATEST EDITION. WATER SERVICE CITY OF ATLANTIC BEACH PUBLIC WORKS ROBERT KOSOY / 247---5834 24, ALL SIGNING AND PAVEMENT MARKINGS•,SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD' SEWER SERVICE CITY OF ATLANTIC BEACH PUBLIC WORKS ROBERT KOSOY / 247-5834 INDEXES 11860, 17346, AND 17352. . a ELECTRIC SERVICE JEA CARL ZEHLER / 665-6071 25. ALL EXISTING PAVEMENT;;MARKINGS THAT`CONFLICT WITH THE PIROPOSED ROADWAY/SITE DEVELOPMENT SHALL BE REMOVED BY THL, CONTRACTOR `UTILIZING THE HYDRO-BLASTING METHOD. TELEPHONE BELL SOUTH RICK MULL / 519--2543 . - , CABLE AT&T 1-800-432--4770 . _ . --I Designed Released'.For ,Construction - Project No.: Drawing . CEK1 . I T Connelly & Wicker - Inc. CORNELL ONE � 0301 -09 Drawn •. Consulting Engineers BTIP By � • . - . . PREPARED FOR GENERAL NOTES Q Checked CE . I �, 711 South 5th Street _ ,A Scale : This Dra1.wing Is .the propert ¢f Conndlly dt .Wrcker Inc.f1.c and to not to be reproducad. ur copied In.whole'or in Jalcksonville, Beach, Florida 32250 A AS NOTED a ot.to be used ort any othdr project and ' 9.Ip4 2p49--7995 Fnx: 904 241 126. . BEACHES HABITAT RICHARD C. WELCH, P. Date : p , part. It ( • } ( } �1 I._ Q g $ 8 =is to be returned ori`requa1.et. BEK , ,;y , C.IA. No;:;, 3650 No, Date Revision By P.E. X4027 JAN. 2OD3 Sheet of - I ,. . %1 i, a,::.• i, ,, y .,. /d f; rl) _ 'tot r-t - 11 •1 �S } ��..-1'I y.' ; Vii. - r ­1 I1 5 r - C�� . 1 1:�', . ... .. : .. .., V hr: i P ,. i. Ir . .:� J �.�. S `:.. �'V. '1' 1 'r' � A B ! 1 I r' f', IU yy J. i ;' 14.. ..f P r�, ,r, r.•l" crra�` r •..+�•:... 5' k�..' AJos,. .. Y' - r r[' f . '�� 1 )' :1 ,R'.E 5 '/� l F. i?� '�, 'i S STORM M.H. i. 1 ATLANTIC BEACH VILLA UNIT No. 2 LOT 6 14 Iti LOT 7 I LOT 8 I LOT 9 1 N I I I LOT 10 r la I N jwBDY-PRA S 1/2" IRON ��• PI E. CAP LB3672 S 68'48'33" E 75"00' �'IEL 1 8'4 ' ~Nc 7 FI S68'41' ,6" 5.00' (FIELD) 00 v, 5. IE ,013' LIVE OAK I 17" PAtN WATER OAK -[ \ �EX.24' CONC`PIPE 6' ;_ �..»` STO IIA H x113' PAL1A lE" PINE Ste. i r1.7' TM TRE CRU�27" PINE SET 1/2- IRON TOP 1,77 -� N:" r6"(' WA FER OAK _ .0 •� I- TOP- CJ 9' PINE I f NA -4.29 �`_ -- •.- STORM M,H, l IPE, CAP LB3672 ;'2" WAIEK OAK E.1 -4.34 r ' 'TOPe12.55 1 1 �. \ 8" SCRlJB OAK�,Y t3 "PIrtF_ k' WANV�4.26 12- PINE 1. S.INV=4.32 11'•_��:�_-- ` �Q-13 PINE 14' PINE 1 1 - 7., }12" PINE V 2' SCRUB OAK y.l 113" PINE Q, \\ }f IO" PINE ��'., I 1 " SCRUB OAK ' 9 PINE PINE 7. U\OAKS SCRUB OAK .-.r t10" "INE 15' DRAINAGE EASEMENT' g" SCRUB OAK I I 1 25" LIVE OAK {:7" PINE: �- B' SCRUB OAK .B' SCRUB 0' O� - %" SINE I I 3' f'IrlE PINE 1O" SCRUFi DAK �l S• �� r< 1 1 10" SCRUB OAK u 1 I P r�_ n \ 10 SCRUB X71,t {Y 8" SCRUB �a Sr PINE PR-A 1 .._.__ kr Ei� UB A - �, i r __- -- - .r 13" uir," \ t 12'"RSi:R!JE) UA [_1+ - .- f• f �y K , . N7 1 F'fv_ I I rC��N[[�� r�l)� ._--__--..--" /J K f-� rZ j�111'• rMFI �'.:RiJH O.. ..._..._.__ .. �I 12' PALM I I I )i V.V� /1� . '15" PALM("' �\ }Il„ SCRUB OAK / ^� 9" SCfIV�(l 0, �! "8" ,1PI-Ei JAK' o: I _ , SCRUB OAK '<) PINE 11" PINE =`-- �} �,�OA! �( .-r' \ �. 11" SCRUB CAK _, 6" 'NATE. 'OAK 12' 'AAIER OAK I 1 �� � ��r `. � i- SCR'UO OAK Ld Tc PATH 2O" 11,1 TER OAC ` 11 F'IN` 14' PINE �_, %" 'riAIER p 1 0" WATER OAK \ r'26" LItiF VA.H ! wl 111 12" IvnrJ ,:GRUB OAK lx 1y' plr;E T PATH r17" SCRUH OAKLo H �O 113" PINE )- r ts\CR!JB OAK (�5' SCRUB OAk r1 7" �CI7UL 0.1 9' S!'kU8 OAK�r M CF[lJ9 U, Z' n" SCRUB OAK \ i � F -�9" SCRU9 OAK �J" SCRU9 OAK ti 1 4' PINE t f 112" PIKE 9' WA FER OAK r tt \\ { I � SCRUB OAK ` �%" SCRUB OAK �-f PINE 9• y/APER (AK ;.1�,1-1PIN- �1 --- -- �9" SCRUB OAK 13" T'WN SCRUB OAK` r ( 7" SCRtJp 0" 5' 12" PALM 8 vlATER OAK \ ISy,10" PINE I 6" SCRUB OAN, \SCRUB VAK 8' SCRUB OAK ��-8" SCRUB OAK �p CIj O I 16" PINE r tit} r %'`C jA tlf Vt [� JRO -0 I 1 tii 8 SCRIJa OAIK \GRUB OAK <G 8" SCF A3 QAK{ ^ ^•• FOUNLM 1070' PINE ( U 21' ker['i UAr- 1 it ... SCRUBZOAK 9" SCRUB OAK �+ (j 1I ` T ~ PIPE, , " . t 1 R t3" SCRUB OAK G`' G�UEi iJ;K 6" SCRUB OAK _ .( r � o" SCEiU.3 0 K. •Y .` �. 5" WAFER OAK b�-TwR OA +'.) F.H�-----�•-- � c !. •�l"� L• ._, • =r _r N68'49'57"W 75.00' FIELD �"r` j ' _ [���` a� ' w � ,,r_.. (FIELD) _. N68'41 15 W 49.83 FIELQ 76745707 -- sET 1/2" IRON A n \ N 68'44 7 00T" � — -- --�--� —w —. Q , ) —__ _ ' -- _ .T_ �� N68'45 ZTITW�X0 FIELD 'V ,�. .- '1Ai �7)-"/ .+t , V 7.86 ( ) �7" Pr,F. '. PIPE. CAP LB3672 Ex. w.M.-ESSAl s _ fOP BACK OF CURS �)-� J-"- CURo SET . ) 25.17 Cl_ � 1� -- - -TOPf0 7e �! n, �� (FIELD) 1J(LL - _� _ �f.1NV 4.47 14 `- 1- i� r) :J �- rJ �� ._.. .�-^�.. ^ ----•.__.._ - - --�,Y �'� S.INV=4.49 4 --- __ )"> CT • 1C" PINE't 8" PINE 8" PINE 7" PINE �y 9" PINE } t�. i 10" WArE:R OAK 9" PINE r \�� DY-PRB _';`_ . _ 4____ T..._ -- ---- •___ __ -._.- _ w •CK C] � /� ,� rr� • '0 8" PINE .'�� � _ -- — ._. _ _ .. _ _ _- ^�-`- - _ _ __. _•..- .. 5 --- - _.T - -- "T -- -- - / A 6" F1 !E 7" PING �1 " Pu+t. \ n� C g I N E L L L A N E10 w i,�._ �) 1� 7r PINE �� PR B Q, 50' RIGHT OF WAY `��r1 [( r�V r� S 1I _.._ \pkv r N cry _ DROP INLET, v �[ �. _ �.-r s _'� �� ------ ^-- -•-� _._� -. W_-•+ - =zy -_ C EDGE PA`;EMGNfT C� v TOP-10-23 C� C7 \ U ^( 7" It Y EX. 12" SAN -}� -- -^�`- �- __ - --- - T- - ! . ._ --- NANV-4.79 \ ^- y) *� 0 43 Ac. r" LIVE O_ _ C ERR TOP BACK OF CURB 1 SANV 5119 TWIN 7" LIVE OAK( 7 PINE.Ex. SANITARY M.H: EX12SAN �"— �- _-- - - - - -•-• -�__LF c \U yr 5" INS 1RIPLE 12 LFvE (] K 9' • RIM - 11.60 _ t - �r ty , ) INV. 12" SE = 0.65 ri DC7 ___ _ ��_ tp_. EX. 12" SAN � Q ! �„1-t 1 / n 6" PINE} }f } INV. 9" S = 4.32 n E� ^ <1r47 �_._� .- �`�- t EX_ 1�SAN �-- I I - t 1!i" PAt_1d \ ry f� y PIr1E T� 5 TRIPLE. 11" Lt�"t CAK t 1" PI INV. 12" SW a 0.68 na ?C` .r j( _. ---1f� ___ _ ry ,��` �—r— { �G' PINE �{ NE [V �' INV. 12" NW 0.68 "` 1`�� rl-- -^ -- _�� -- rY .^ 11 EX. SANITARY M.N. + '12 CONCRETE WALK I I 7' PINE Ei" PINE 47 d ti" PiOJE 10" F'Irl: ��// �L' •j _� -._--- --____.- -•--- ------- . ..; T .. _ .. ... . ..-W . . ____ -_- _ c� \ fW1N In" SL'f11J8:C)nK" %" PINE !E r~ mac+ 7. 3672///o �BENCHMARK• SII CONCRETE 'WALK m \ / \ fiEy. PINE.' ' SET NAIL & DISK, L.B �It \\� `� IN SIDEWALK ELEV. = 11.11 (NGVD) ' a' �\ "�) o — •` ��J" PINE \ ` BUILUIN; � n V I) rJ, LEGEND EX. 15' CONC. PIPE - - - - •--• — — — — — .•.--- - EXISTING STORM SEWER ---EX. SAN — EXISTING SANITARY SEWER y — — —Ex. w.M.--- --- - EXISTING WATER MAIN EXISTING CONTOUR EXISTING SPOT ELEVATION �J a" �Ir;E EXISTING TREE -- --- — — — Tc PATH DRAINAGE DIVIDE / LIMITS OF ANALYSIS PR-Bf_••._• BASIN NAME CN __ 79 CURVE NUMBER 0.44 Ac. DRAINAGE AREA BDY-PRBI BOUNDARY NAME Designed Released For. Construction project No.: Drawing CEK Connell & Wicker Inc. CORNELL ONE 0301-09 Connelly Q Drawn By Consulting Engineers o r BTP PREPARED FOR PRE-DEVELOPMENT DRAINAGE MAP Checked This Drawing fa the property of Connelly & Wicker Inc.:. 17111 South 5th. Street Q Scale CEK and is not to be reproduced or copied.in whole or In., Jacksonville Beach, Florida 32250 Q 1" = 20' O.C. part. it fa not to be used on any other project and ', (90�) 249--7995 Fax: (904) ; 241- 1126 BEACHES HABITAT Q RICHARD C. WENCH, P.E. Date Is to be.returned on request. BEK C.A. NO.: 3650 No. Date Revision By P.E. 40279 JAN. 2003 Sheet 2 of 8 ?: POS (��L bi STORM SEWER STRUCTURE TABLE STORM M.H-(�}7 STR. TYPE •- TOP INVERTS REMARKS ATLANTIC BEACH VILLA UNIT No. 2 NOTE #1: ELEV. CORE HOLE IN EXIST. STR. 50' DRAINAGE EASEMENT NO. „ 12 HDPE INV. = 5.30 IW CORE HOLE IN EXIST. STIR. UNOBSTRUCTED 1 12" NYLOPLAST 10.90 N 12 = 5.40 - a (UNOBSTRUCTED) DRAIN BASIN (S) 6" = 6.50 1 " Lor s IU LOT 7 12" HDPE INV.1 = 4.60 LOT 8 I LOT 9 2 12" NYLOPLAST 9.80 (W) 12" = 4.90 - I 13 L FPIPEI0 0,77%HDPEI I I I LOT �o BRAIN BASIN S) 6" = 5.00 " IN EASEMENT DRAINAGE 122. L.F. 1;2" HDPE ,PIPE ® ,0.25% I 10 L.F. N 6 PERF � x 9 L.F. N 6" PERF HDPE PIPE ® 0,40% W BDY-POA (UNOBSTRUCTED) - P EI T '/CAP IRON68#48'33"S 68'48'33" E .00' fl I NC' S6 '4 '49" �' 00' IELD QV0 S6"1' B" 75.00' FIELD NG r'HDPE PIPE ® 0.45%� 0A ( ) NCE 4 t� � C rb ST M`. 13 PALM ,6" PIN { W TER OAK SET 1/2" IRON Ar TOP. 1.77 1r{§�PINE :` WATcR N.IN '64.29 Cn `�' STORM�M.H.I I Sr• '� 1.�Y IPE. CAP L83672 r� 4.34 STORM 55 S. ` 5GfZU OAK • r PINE 11. t [!� w.INv�+.zs '1' z PIhE art- �ti - �11N.�� 1 s.INv3z }_ -' _ 1 PIN' 46 L.F. N P 1.5'PINE s. Ir I I "- __._ - - 46~L.F. N 6 PERF 2' a; (GRUB OA' y ERF. 1 ,6 PINE 9 B OAK HDPE PIP 00.45% �• HDPE PIPE ® 0.45% , �10' PINE PINF' ''IN'. .• I I 15' DRAIN ASEMENT 7' P y ]"�( crt OAK >f iD I 1 25" LIVE OAK J" I . SCF CJ X8, SCRUB OAK O 21 1�8' RUB 3 w' 1 " PINF 5' DRAIN GE �� 9�PINE� LL. 64 L.F, ^� 6 ERF. I 9 PINE 1(0" SCR E AK 10" SCRUB OAK i EASEME T HDPE PIPE ® 0. 0 p PO-A2 SWMF 2 10* s UB OAK 6" scRul 13' Pit ( NOBSTRU TE I I CN = 89 � _ _ r,, Ff"� CRl1F3 UAK (� O, 11" F"N. ( I -f fj PINE p �f 12 SCRUB OAK V _ o; PO-Al SWMF #1 _ - -0.38 Ae. ¢ NOTE 1 ` TrnN ., iUB `' \ 9" SCRNgU 0At 8' SCRUB OAK �.^ Q I0. F' ( A C N S`? Q 41 I /,5' pAF.M \ 4:1 2" SCRUB O. K Cp r� 0.33 AC. 4:1 ►`� 0I I o GRUB OAK ir �I �� B ,�� FFE=12.50 P E I' I INE 17." AIEt CAA i.. X 13 OAK. 1 Q SCRUB ( K'1" SCRUB O K � WA =t3AK FFE-12.3 20' WA R c K / a C.O. •0• i�3` r FFE=12.50 sL 11" PlN Q )" WA TER OA,' I I 22" TWIT` SCRUB OA NA 11 O _�. U O � � 8' PINE � <�X u� o a I I �' ,3" PINE FFE=12.50 �7.. SCRUB OAK IS'�) I I INV. - 5.25 6' SCRUB OAK 8 'R09 OAK yl 7" 3t Ruti 0AK �- X F;N: a I r S cti 22' oil 10'x10' RIP-RAP �' s_cF:u OAK - ,. Pit - Z) I I �r ROCK RUBBLE -- �- 6: u�E a s" SC: UB DAY. . 64 L.F. N 6 PERF. ' -- , . INSTALL 9 SCRUB HDPE PIPE ® 0.40% ��- 25 112' PINE �0 RL OA � g" SCRUB OA?" RUB OAK 0 ROUTE ORUNOFINS �rla alrtF C.O. C.O. rrR i =�ezFR %I' 0' sc1 Ar INV. = 5.25 S 11 1PuI NEW CON RE-TE­-FL-UME -'-��- .s" scR A IJ U ° 7' SCRUE3 oA:< 1 1 PALM " NA rE Ft 0A�1• 2 _t 10" PINE h (SEMI DE IL, SHT. 5) 6" scR> OAK \,q7" SCRUB O.Ak " SCRIJg�r 8" SCRUB OAK I ` INV. = 6.80 5 1 cn I C - - 1� /, �) r 8" SRU; OAK rci 6" SCRUB OAK.!-t �. G cn 16" irlE ) 0j s ,( 9' CRU OAK �{ FOUND 1/2" IRO I " PAI.a �y 10 i�lrtr". hA(Ert r)r,X q 5 I ___ rr �r 7` SE RU3 67"AK ( , i�l( fi" U9 OAK CftUU OAK C PIPE. NO CAP N n r R Oy.. , 1• fw 1 6' SCRUB K �'I _ r --- 6" SC tU(3 OA vj N a r r�, r1G N6849'57"W 75.00 FI LD `' ' ( ) 3 (FIELa , 6 N618"45 00 ~ '"` / U - 3672 7 .00 FIELD N6$ 41 15 W .8 r �" ,r f ...�....� �. ;• PINE SET CAP IRON 4 , .._. ' 68 45 00 W ^ - _ X07.86 FIELD 10 UTILIZY- __ �0 ( ) ` 5 - R W.M� n _�" __.. _..._ .- ----�-----.,_____._ .-.___ __--- ---- ---- -• -- --_ _fes_-:�_.�_' _ - --- -- .._ _ - - ...__-__ _ _ - - --�_--_�----- CUR - - EASEMENT � ( IIE -y - _,�. . -• _ ---�--T..._-�--____--._ _ - -'�"- TOt� DACK OF �, Fj pp.+ ..u......_._-_ C E7 �/ " r 251 1 -1�• _ --- - TOP 0.76 (w F LD �- a r.ar7'AV�A1F.tJr - - r O' •25 ) P-L(} / / O -t 10" PINE•�'- ./^A S.INV'64.49 U. _� OQ- FJ" PINE B` PIhIF, 7" PINE " PINE 10" 'NATER OAK a _ 62 C'J C�r 4 --.� C 1 �(-• O..-1�_.Lf1L •- ----- +u.--• -- .. _ / � , '' " '� INF. �P ��' � "� �' BDY-POB U rG r� "' Pm A CU, f N E L L LANE a W ) ice ) �� C r ) r r. i� U �! P O-B r 50' RIGHT OF WAY o , .� s °r y �Gj "j r\' q' r ¢ v :.t w DROP INLET-�- 0" Ui �, - ._ --------- - - -- .. .__.-, r.__'=i - t.u,:E'�PA+C Id!;;J I - a In TOP=10.23 `` ~ (:) `� ���' 7 l WERRY EX. 12 SAN r _ _-_--- -•--•---_r_T_, _._.( -_..r__ - _ _ _ � N,INV=4.79 ') x-- r __ V, 0.24 Ac. yi 6` LIVE OAK a S INV=9tYe TRIPE ."r2' LIVE OAK u EX. SANITARY M.H. EX. 12" SAN � - - _-. ,� -- r^,•• 3A('K OI' (:URB - �-. ._ ._ vai _...�_�� V• ��. \ \�V• TWIN 7` LIVE DIRK 7" PINF. •� RIM ,a 11.60 _ _ --�--.-�' / 8" PIN F yE 9' PINE tQ - - _ ^J r1 " C - TRIPLE 11" LIVE OAK w �� F ,� r` i �" PI 6" PINE ^ ^ INV. 12" SE 0.65 �F Q M�� 11 _so�- --EX. tt- AN Ate, ------ter } tS' PAIS ,PiNE � S8^ PINE INV. $" S 4.32 ^ n' `rr _ ] Ex. 12 SAN _I I + �J INV. 12" SW = 0.68 tr) 1�^• 1 r�� t___ ` . SANITARY PIN INV. 12" NW - 0.68 - r--- �_ �_ "r, VlAo< M1 I ` EX M.H.M H � ti r� rq ^ � IWIN IU" Sc:kUE)iOAK�"^ !" P:!ac. � �' PINF µ 6` PINE �tp" {'ir1E " BENCHMARK: �I I \ \, CONTRACTOR TO CONCRETE WALK N m , s ' PINK SET NAIL & DISK, L.B. 3672 II \, TRANSITION NEW IN SIDEWALK i ' " \ �u \ CURB TO MATCH ELEV. = 11.11 (NGVD) �' ` EXISTING CURB a' PINE: -- EXISTING CURB AND GUTTER TO BE REMOVED AND NEW I VALLEY GUTTER MATCHING EXISTING GUTTER SLOPE A- TO BE CONSTRUCTED ,( LEGEND EX. 18' CONC. PIPE - j - -= -- -•-- -- - - - - - EXISTING STORM SEWER --EX. SAN--- -- EXISTING SANITARY SEWER - - -EX. W.M.--- -- - EXISTING WATER MAIN EXISTING CONTOUR h EXIS-ING SPOT ELEVATION a" PIN-- EXISTING TREE 1.� NEW SPOT ELEVATION 9 NEW CONTOUR 1¢ 8' PINE EXISTING TREE TO BE REMOVED 1-1 D- NEW UNDERDRAIN -- -ST.S. NEW STORM SEWER SILT FENCE +� + DRAINAGE DIVIDE PO-A2 BASIN NAME CN = 79 CURVE NUMBER 0.44 AC. DRAINAGE AREA �BDY-POB BOUNDARY NAME Designed Released For Construction Connelly n�,I I & Wicker Inc. Project No.: Drawing CEK y C a R N E L L ONE Q 0301-09 Drown By Consulting Engineers o BTP Checked 11711 South 5th Street PREPARED FOR GRADING AND DRAINAGE P LAN Scale This Drawing is the property of Connelly & Wlcker Inc. CEK and In not to be reproduced or copied In whole or In ,Jacksonville Beach, Florida 32250 Q 1" = 20' O.C. part. It Is not to be used on any other project and (904) 249-•-7995 Fax: (904) 241--1126 BEACHES HABITAT Q RICHARD C. WELCH, P.E. Date BEK is to be returned on request C.A. No.: 3650 No. Date Revision B P.E. 279 3 y JAN. 2003 Sheet of o STORM M.H.(� ATLANTIC BEACH VILLA UNIT No. 2 NOTE #1: f 50' DRAINAGE EASEMENT Ia (UNIOBSTRUCTED) { 1 107 6 IU LOT 7 I LOT 8 LOT 9 I LOT 10 20' DRAINAGE EASEMENT Iw (UNOBSTRUCTED) SIT 1/2" IRON + PI E, CAP L83672 S 6$'48'33" E 75.00' FIEL I S68'43'49"EFENcE75.00' FIELD S68"41'?6"F 5.00' (FIELD) S6 '45'00"E 5. 0' N ER OA FENCE FIELD 17"JNAl11,T, 1'N OAKEX. '�^ +�- "•-.,,..- 13 LIVE OAK 2d" CONCST M.H. �PIPE ti' ATER OT rrii14 - x{11• SCRUB OAK -`""•'�,-'""'(�' U I ST 13' PALM 16' PINE�_ 1F6' WATER OAK t7" iWIN TREE y,�21' PIN .1CAP IRONg' PINEt2" NAN 4 TOPR 54.29 5IIN 8" SCRU D.4X-426 8' NINEt` WANV 5,INV�3212PINE 0013' PINE II 12" PIN` I6" PINE >f10" PiNE 010" PINE I 15' DRAINAGE EASEMENT_W5" L 1/E' OAKDRAIN GEw 'I� ASEME T 1 I SWMF 210" Sc UB OAKa" SCRUHBSTRU TED I I j1,!/1/ y 1 II 0 SWMF #1 NOTE t 1:1" rM11 S Ru�J ON 12' P•LM p� SCP' UAK \ 0. IU I I o o �e O 1-r 12" SCRUB OAkir C 1: O Q 1VA rE OAK �� I I13' WATER OAK a O " I � Iltt ;0" WATER OAK 118' PING u22" TWIN SCRUB OAK 'NATER 0 ! f� �.I U� (� I I f 19" PINE ]7" SCRUB OAK \,�J T '+� I I ? L6' SCRUH OAK r 7" CRU[? 05Y: C m NI O I I �r9 5CRUtT DAK W Z I I ` ''6" SCF?UB OAK ;GRUB U 112" PINE , 0. o7' SCRUB OAK \ 14�PINE � �I \ s! ATER + AK 13 \\\ t" � PIN Ufa OwR-`�`- 'UH OAK \ �i 12" PALM !8 WATER OAK 1 10" FINE C.0. \ � SCRUB OAK}! S �!8" SCRUB OAK \ r V 8" SCRUB OAK . 18" PINE 2.70 ` SCRUB OAK 9' SCRUB OAK. FOUND 1/2' IRO I13" PALM 10" PINE 21' WAWR GAO r tr '' PIPE. NO CAP �1 :y � W .TER OAK 7" VOA OAK J F"H W23' SCRUB OA, 6 SCRUH O<.K iii���....+.. 123.91 ._ C.0. N68'49'57�' 75.00' (FI LD) ,.� C.O. ;44; �W 75.00' (FIELD) 10' UTIL. Y 15rrW 83' (FIELD) ' 5'i 00 W �` ^" "'" �� '�"""" SET 1/2" IRON N68'45 00 W 107.86 (FIELD) ?. 7 PINE PIPE, CAP L83672 �.._�� .___._. - _ ____.-��...._.---._-_—_'_....._._.�, �� �� _- -'^ i dA O uRdw.M^_..._.-.---... - � TPRP�14.LET r///4, EASEME T 5� "� /2FIELD 1 r'.6C�FTAV5TENi T 1NV.4.47 L4-•-•- hl p (FIELD)) WATER METER (3) WATER METERS S.iNV".4,49 /V _�ti 10" PINE \ / �� \\ o a 30 R � 'D' WATER OAK w/ BOX & COVER N BOX & C r \ u w R _ OVER / CL S69'1 3'37"E C 0 R N E L L L A N E s -- U _____._�-/� N 94.83' 50' RIGHT OF WAY \ s _ z DROP INLET`', - -- -- — - __ a EDCF PAVEMENt TOP=10.23 \ 7" C1i[Rf?Y EX. 12" SAN �" __ - -__-, _ . _� - _- ^- - -.----�- _ _ �._..._ _ _ -�__ -- ar N.INV=4.79 J t b" LIVE' OAK \ EX. SANITARY M.H. EX. 1 TOP BACK OF CURB `� -�-�� u SIN=5.18 \ \` r ' $" PINE THAN 7" LIVE OAK?" TRIPLE 12" LIVE 0 Kt 7" ,-'iNE g" PINE \ 2 RIM 11.60 SAN EX- 1�2$ANzz= W 1 I�`� \ \\'` O� g" PINE 6 PINE yr ( TRIFID 11" UVi. OAK \ \ INV. 12" SE'- 0.65 ha 1\ INV. 8" S = 4.32 Ncc INV. 12" SW = 0.88 EX. 1-+'2°SAN I I 5" P ALm } d' PINE r y" PINE \ W1 INV. 12' NW a 0,68 �� - _--� �— - �� �.. _� �_ �_- _�_ — — EX. SANITARY M.H. +! '�— — — — 6" PINE' �}• /- -- ____ _� �_ 7" PINE 7" PINE. g" PIIJE 6" P NE�;� j 1. c CONCR fE 'NALK I I }t J t>1 1 — PMN ID" SCRUB OAK �)` PIN- // 7 APPROX. LOCATION OF — — -- — — - — — �' EXIST. SANITARY SEWER p� \ CONCRETE WALK ` / BENCHMARK; _0 i II p $,. P,NF SET NAIL & DISK, L.B. 3672 \ IN SIDEWALK I I \� V ELEV. = 11.11 (NGVD) \� �. f.9" PiNE \ BUILDING P RIM - 11.60 12 _. _ _. . _. - � -�- -� --�• -- -_ .�_� _ __._ - ___ _-- _� __ _.- ..._ __ ._._ �-- --. -�� --- -- _ .- _ _- _-" __ � �. � ._ -•-- -- -_ -- __ __ -- __ __..__ _ --_ _" - --- - - --_ _- _ -•-- - -1, _ _ --- - -- _ ,fir FX{ TING 5 GRADE 10 t PROPOSED GRADE LEGEND r I —EX. 18" CONC. PIPE __._._-_ _ ___ __--___-_�_._ ._- -� -- _-_-_ 8 - - - - - - - - - - EXISTING STORM SEWER EXISTING 12" SAN. IS APPROXIMATE I ---EX- SAN— -- - EXISTING SANITARY SEWER I I LOCATION AND DEPTH, CONTRACTOR TO FIELD VERIFY BEFORE CONSTRUCTION. „ -EX. W.M.- --- - EXISTING WATER MAIN I EX 15 PiPE I 11 EXISTING CONTOUR IV I I ��Ah EXISTING SPOT ELEVATION S INV. = 4.32 ;• , I I a$- PINT EXISTING TREES 1 4 W NEW WATER SERVICE SS NEW 6" PVC SANITARY SERVICE zlml LSNI",INV. 0:68 ;, ") ___ -- --- �- __- ._._.� �- sxtry --. _._ ..�.- --- -� _ _ - — 2 �- -- --- --- -- --- �` -- INV. - 2.20 (APPROX.) u SE INV. 0.6 NW INV - 0.68 0 Designed Released For Construction Project No.: Drawing 6EK rA T Connelly & Wicker Inc. CORNELL ONE D o3v,-09 4 z Drawn Consulting Engineers o BTF, ®y PREPARED FOR SITE GEOMETRY AND UTILITY PLAN checked 17111 South 5th Street Q Scale . This Drawing.is the property of;Connelly, & Wicker Inc., CEK and 19'.not,to ba` reproduced ar copied.In whole or in_ JOCIkson,ville Beach, Florida 32250 Q 1" = 20' O.C. part, It I$.not td be uso4 on any other pro ana (9Oa4) 249---7995 Fax: (904) 241-1126 BEACHES HABITAT Q RICHARD C. YVEICH, P.E. Date is to be returned on request BEK C.A.- No. 3650 No. Date Revision B P.E. 279 4 8 y #� JAN, 2003 Sheet of - - C�{A, �O tT7 SOLID son © UNDERDRAIN ACCESS 14-•-1/4"x19-1/2"x12" SCREW TYPE PLUG DEEP, PLASTIC WATER METER BOX WITH W LEANOUT ADAPTER ( SWMF #2 SOLID COVER. CLEARANCE 1" MIN.— 3" MAX. SEE PLANS 22' SWMF 1 SEE PLANS * _ CVARIES VARIES T CAST IRON H-20 RATED GRATE OP EL. = SEE PLAN FOR DETAILS SEE PAGE 4B _ �I I I--) I I-III-•---III-III—I I I I6I" COUPLING I— � POND BOTTOM 13.50" z I I-III—III-- III--- III— III— —� —� 1 1--1 *7 EL. = 8.0 (SWMF �}2) _ �6 • NON—PERFORATED 9.5 (SWMF #1) (,1) ADAPTORS CAN BE � " INLET AND OUTLET MOUNTED ON ANY ANGLE 5.0" PIPE ADAPTORS AVAILABLE 0" TO 359'. TO DETERMINE MINIMUM I I -- III—III—III —III—III—III •� —I I 4" THRU 12" ANGLE BETWEEN ADAPTORS SEE I EXCAVATE TRENCH AND SWEET #6 C7� SOIL FILL WITH INDIGENOUS VARIOUS TYPES OF OUTLETS r _ OR WATERTIGHT ADAPTORS 12» N O O I I ---III—I I --III---III—III --I I ( —I I —III I I ----•6 I END CAP UNDISTURBED SAIL SDR-35 SEWER 14, CORRUGATED POLYETHYLENE 0 6" DIA. PERF. PIPE I I I 6" HDPE PERFORATED PIPE TYPICAL UNDERDRAIN SCHEDULE 40 DWV 7- WRAPPED IN FILTER SOCK WRAPPED IN FILTER SOCK SECTION CORRUGATED PVC FLcz: — FF K RIBBED PVC7 — - 6"— o STANDARD — 62.7 SQ. INCH RATED DRAINAREA 82.7 — — —MIN.= TYPICAL P012 AND !1NDERDRAIN SECTION T � -C- �~ 6" TEE—WYE COUPLING N.T.S. '¢ NOTE: ALL PIPE AND FITTINGS TO MEET ASTM F75$-82 SPECIFICATIONS. > > LHINGED GRATE COVER 300' MAXIMUM DISTANCE BETWEEN CLEANOUTS SY ACCESS UNDERDRAIN CLEAN T UL161L *'(2) MAXIMUM + o N.T.S. RECOMMENDED OVERALL HEIGHT 10' 12" DRAIN BASIN 12" CAST IRON GRATEy 3.00% 3.00% -� N.T.S. N.T.S: EXIST. 1/8" TO 1/4* 2 1/2" MIN. GRADE EXIST. PAVEMENT—) TYPE 11 ASPHALT CONC. (COMPACTED) 1-1/2" ASPHALT TYPE S-1 7" (F.D.O.T. STD, SPEC. 331) 6" D� ° o' v pn o v' PRIME COAT (F.D.O.T. STD. SPEC, 300) UMEROCK BASE 0 '0 r,o� 10 v d 8" MIN. 7k, MAX. DENSITY a 100% v ov° ' oma 2Q0 OR 204C& g�� (F.D.o.T. STD. SPEC. . 10AASHTO T-180 12" MIN. -- -- 12" MIN. 4� ZI 12" SUBGRADE.(LBR40) (COMPACTED TO a 98% MAX. DENSITY--AASHTO T-1$0) COMPACTED BACKFILL '► Q 98% MAX. DENSITY PER IN CITY RIGHT--OF—WAY BASE MA'T'ERIAL SHALL BE 8" LIMEROCK BASE. i z AASHTO T--18Q m A.' TOP OF BEDDING . 1'-6" TYPICAL PAVEMENT SECTIQN �I 12" N.T.S, 6" WHEN PVM'T. SLOPES AWAY FROM CURB jr CONDUIT OR PIPE NOTE: WHEN USED ON HIGH SIDE OF ROADWAY, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. (�l a 5TLIDARD 2 2 IN. EIN. NOTE: CURB AND GUTTER 12ETAIL METHOD AND MATERIALS OF REPAIR SUBJECT TO CITY OF JACKSONVILLE CONSTRUCTION REQUIREMENTS N.T.S. NOTES: FOR NEW PAVEMENT TYPE II ASPHALT. 1. FOUND TION: WHERE THE TRENCH BOTTOM IS ��'AN DA AVEM EN T REPAIR D TAl L UNSTABLE, THE CONTRACTOR SHALL EXCAVATE N.T.S. TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY--FLOW GROUND SURFACE APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THE ;•,:, TRENCH BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. 2. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, FILTER FABRIC---,,., CURB & GUTTER II OR III AND INSTALLED AS REQUIRED IN ASTM FINAL BACKFIILL D2321, LATEST EDITION. UNDISTURBED UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, POST DRIVEN INTO EARTH MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) GROUND 18" MIN. . iv FOR 4"-24" (100-600mm) AND 42"-48"(1050-1200mm) w CORRUGATED POLYETHYLENE PIPE (CPEP); 6" (150mm) 17 FOR 30"-36" (750-900mm) CPEP. GRADE A - �dO FLOW ' •. 3. HAUNCHING AND INITIAL BACKFILL SUITABLE MATERIAL + •• INITIAL BACKFILLSHALL BE CLASS I, II OR III AND INSTALLED A5 d •: �. ••r. ; '. .p ` ; ' •'; _ a HDPE PIPE » REQUIRED IN ASTM D2321, LATEST EDITION. DRtOP CURB -- CITY STD. P- 5 4 FLUME..T.O MAT H. • 6 —12 (150-300mm) ABOVE TOP OF PIPE. A a ' Gtl.TTER4 GRrAQE4 ,+ = 4. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, MINIMUM TRENCH H A (SIINGLE PQUR) .- ¢� ., WIDTHS SHALL BE S FOLLOWS: WIRE OR NETTING �°. + _ _ __ - ' !4• + HAUNCHING, 1TO ��.v a •d MIH..BF �I SPRINGLINE OF PIPE TRENCH WIDTH, In mm) L 4 100 21 530 4 BEDDING MATIERIAL 6 150 23 580 SECTION RIP—RAP STONES as R=1' 8 200 25 1130 SEALANT PLAN r- 10 25 28 710 ENVIROFENCE 10OX WITH SED. FILTER EXIST. PAV'T. DRIVEWAY (5-10 LBS) FOUNDATION 12 300 31 790 FABRIC, NETTING & FENCE n 1.5' s' 15 375 34 860 18 450 39 9901. = °' 11 2" EXPANSION JOINT f—MIN. TRENCH WIDTH- 24 600 48 1220 Z' a 30 750 66 1680 36 900 78 1980 8' O ° 42 1050 83 2110 C, X 10' VARIES TYPICAL TRENCH CE•0$S-•-$E.CTl4N 48 120b 89 2260 rf RIP—RAP N.T.S. 60 1500 102 (2590) '� ,�,- 2ECTI N A—A —6- PAVEMENT 5. MINIMUM COYER: MINIMUM RECOMMENDED DEPTHS OF C. COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE , SUMMARIZED IN THE FOLLOWING TABLE. UNLESS - ;fir. �� a • POND 3" R OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM � }'r::r = tt a • . BOTTOM 4 ca THE TOP OF PIPE TO THE GROUND SURFACE. ___ '' 'f „ �I N 4, o 4" CONCRETE KIE IQ THE_ENONEE_R-: WHEN THIS DETAIL IS TO BE INCORPORATED, SURFACE LIVE MINIMUM RECOMMENDED _� �- ` ' • INTO CONTRACT DOCUMENTS, PLEASE REFERENCE SECTION X-2, __ '` 4 • a ° SLOPE TO MATCH SLOPE » LOADING CONDITION COVER. In (mm1 �_�_ _ o OF SWALE OR BASIN RECOMMENDATIONS FOR INCORPORATION INTO CONTRACT QOCUMENTS" OF' . c.� • �� (3:1 Max.) `r ASTM SPECIFICATION D2321, "STANDARD PRACTICE FOR.UNDERGROUNDI H25 FLEXIBLE PAVEMENT) 12 (300) " " +' ' " INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY— H25 RIGID PAVEMENT) 12 (300) 4x4 TRENCH FILTER CLOTH �I fi UNDER STONES FLOW APPLICATIONS" SO THAT APPROPRIATE MODIFICATIONS CAN BE MADE E80 RAILWAY 24 (610) SAWCUT AT TANGENT—J v� TO ACCOMMODATE SITE SPECIFIC NEEDS. HEAVY CONSTRUCTION 48 (1220) SECTION *TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION ELEVATION EN ARCED DETAIL y TRENCH IN�T�LLATQN QETAlL SILT FENCE TYPICAI. YALLEY GUTTIR DETAIL CONCETE FLUME DETAI N.T.S. N.T.S. N.T.S. N.T.S. CEK Connelly & Wicker Inc. CORNELL ONE 0301-09 Project No.: Drawing Designed Released For Construction � o Drawn BTP By Consulting Engineers o Q Checked This growing is the property of Connelly dt Wicker Inc. 1711 south 5th Street PREPARED FOR PAVING AND DRAINAGE DETAILS Q Scale CEK and Is not to be reproduced or copied In whole or in Jacksonville Beach, Florida 32250 AS NOTED i+ O.C. part. It Is not to be used on any other project and (904) 249--7995 Fax: (904) 241-1126 BEACHES HABITAT Q RICHARD C. WELCH, P.E. Date Is to be returned on request. 3650 No. Da1te Revision By P.E. J0279 JAN. 2 03 Sheet � of BEK C.A. N o.: U f` O LAJ ,; .. _.. i f' - r, • - , ' , :3;. t y, . .;. ., ! - . .. ...... __ METER BOX 70 BE DOUBLE WALL PLASTIC WITH TOUCH . READ LID. CONFORMING WITH .11 '; Be + 18".:MAX PAVEMENT CITY OF ATLANTIC BEACH STDS.� CURB . Bc ,+ 12" MIN Be + 18" MAX, COMPACTED , , c BACKFILL DOUBLE STRAP BRONZE WATER SERVICE SADDLE 10 MIN. SHEETING Be + 12 MIN. SERVICE CURB STOP MADE BY PLUMBER SHEETING •. `' F ` COMPAC17ED 12» " CONNECTION TO BE f, Bc BACKFILL.- LINE CQRPORATION STOP 11 . REQUIRED ALL SERVICES . ^!' T. 1. - WATER MAIN METER %1 " 30" MIN. 12 , .. I'. 1 . r, 1/4" Be 22-1/2. PVC WATER SERVICE UNE UNDISTURBED 501E a _ COMPACTED L 4" MIN. _ 22.5' L,'' GRANULAR + .SHAPED. BOTTOM MATERIAL - . I \_ SET METER ON UNDISTURBED OR COMPACTED SOIL SUITABLE UNbI5T- - T' DISTRIBUTION MAIN . , URBED SOIL . . _ . . . 0.5 BC c UNIT PRICE PAY UAN11TY HALF SECTION HALF SECTICQN HALF, SECTION HALF SECTION INCLUDING WATER METER SHEETED TRENCH ``UNSHEETED TRIENCH SHEETED .TRENCH UNSHEETED TRENCH CORPORATION STOP F 160 FORD AND BOX IF APPLICABLE OR APPROVED EQUAL. SIZE NOTES: TYPE .;I TYPE II CONFORMING TO SERVICE LINE 1) METER TO BE LOCATED IN THE STREET RIGHT-OF-WAY, FIVE FEET . SHAPED; BOTTOM W/ � COMPACTED GRANULAR BEDDING OUTSIDE OF THE PROPERTY LINE AND FIVE FEET INSIDE OF THE TAMPED BACKFILL;?. CLASSt f PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. . ._...._.... N.T.S. 2) LOCATING WIRE REQUIRED ON SERVICES. T 'PICALt _DED_QING DDEIA L . 3) NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY . • N.T.S. IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY THE ENGINEER. . . . 1. D21CA��EF ACE_ LINE INSTALLATION N.T.S. . .. . 1 . 1 • •,y `.' .. ._.,.a ,. t. .. �:l Y y 1 . - , 'f C: 'i. .. - R LINE ROADWAY TO R/W UNE VARIES PROPERTY LINE METER BOX PROVIDED AND INSTALLED BY _ _, VARIE BORE AND JACK UNDER 1 W�CURBC50TOP AND METER PAVED ROADWAY AND CURB 1"x3/4" 'RED. SEE SPECIFICATIONS AND STANDARDS WATER MAIN ROADWAY WIDTH VARIES „r SIZE VARIES I -I 0.5' TYP. 1" CORPORATION STOP J- Typ . 5 TYP. 5' 1" SCH. 40 PVC SERVICE PIPING CONTRACTOR TO . I CONNECT TO PRIVATE SERVICE 6" MAX SERVICE TEE TAPPING 1" SWING JOINTS WITH NECESSARY COUPLINGS, FITTINGS I A7 R/W LINE SLEEVE OR TAPPED 9Q' SCH. 80 PVC I . COUPLING, SIZED FOR MAIN TWO EACH . :y. . . . . i:. 41 _ - P V --- S C - - 1TF. . TTf- sEt Hrn�E N C"VAR" j sit wrnt/4 IE70311H0 uirllY PIPE SEC HOTS N , nu LENM � R/W LINE _ $$a warn rrtaWNCN, » T r 1/7 + ROADWAY TO R/W UNE VARIES os ur euas SM NOTM METER BOX PROVIDED AND INSTALLED BY 44\� VARIE C TRACTOR L_____7____ . PaOKM FOMA M wXU ww . Eopm uranY aRovosED ntar+aa rwriR ww BORE AND JACK UNDER I 'A CURB STOP AND METER sort r TVP[v�aEs _+ vs'[ sat r TtiP[v 3""arta PAVED ROADWAY AND CURB 1-1/2"x3/4" atn. S E SPECIFICATIONS AND STANDARDS 'i� .. 1: . .1 ..-I / „ K rvwr �� �� WATER MAIN ROADWAY WIDTH VARIES 0.5' TYP. nt LOWTH OF ym PE's V K n F"V44M r� OR 4er oems(SIM SIZE VARIES " . VS� 1-1/2 CORPORATION STOP 1 I SEE wmPm��wT air! SFuALL LL�'°wrai�c+20P 10L MH SM Of r °as"Ho 5' TYP. - - � -PROPERTY LINE S, - im Wm ° I % 1-1/2" SCH. 40 PVC SE CE PIPING RESTR�wE. L 6" MAX SERVICE TEE TAPPING 1-1/2" TEE, SCH. 80 1 . "UR M or TF#PM 10 K RE STnAriPD EAa+ ( REAM sE7E ev eEaro swu 9E w wcE wmi TABLE FOR mm*WW,&RMTNAwf�E?1GM (SE; O[TAE Rw- NJ IawTa 20' FAtw 9iae vwt SLEEVE OR �APPED oe ewsnwivc sHw Be HEaWrrGT NOTES: NOTES: I CONTRACTOR TQ COUPLING, SIZED FOR MAIN 1 -1/2' SWING JOINTS CONNECT TO PRIVATE SERVICE . 90' SCH. 80 PVC WITH NECESSARY GOUPLINGS, FITTINGS I. IF EXISTING UTILITY PIPE IS A RECLAIMED WATER MAIN TWO EACH AT R/W LINE 1., IF EXISTING UTILITY PIPE IS A'RECILAIMED WATER MAIN B-INCHES OF SEPARATION IS REQUIRED. 6--INCHES OF.;SEPARATION IS REQUIIRED. . ' 2.117 EXISTING UTILITY PIPE IS A WATER MAIN, FORCE MAIN, SANITARY 2. IF EXISTING'_UTILITY PIPE IS A WATER MAIN, FORCE MAIN, SANITARY SEWER UNE OR STORM SEWER, 18 INCHES OF SEPARATION IS SEWER;>LINE:'OR STORM' SEWER,'181 INCHES OF SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING UTILITY MAIN IS C900, . REQUIRED. IF.THIS IS,IMPRACTICAL AND EXISTING UTILITY MAIN IS C905 OR D.I. PIPE, SEPARATION CAN BE REDUCED TO 6-INCHES. A " C900;;0905' OR D.I.: PIPE,.SEPARAITIQN.CAN BE REDUCED TO FULL LENGTH OF PIPE SHALL BE CENTERED UNDER EXISTING UTILITY 6-INCHES.iA FULL LENGTH OF PIPIE SHALL BE'CENTERED OVER MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR 18" INCH OR 6--INCH PAN -- EXISTING. UTILITY;:MAIN. TO PROVIDE MAXIMUM JOINT SPACING FOR 18--INCH'OR, 6=INCH. SEPARATIONS AND All WATER MAIN SEPARATIONS AND ALL WATER MAIN CROSSINGS. . 1.CROSSINGS - ;. NOTES 3. LOCATING YVI�2ING,REQUIRED. SEE DIETAIL RW-3B 3. LOCATING WIRING REQUIRED. SEE DETAIL RW-38 1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS. 2. NO CONNECTION TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL 4• DEPTH�OF pUkY TO BE 38".: IN`PAWED AREAS MEASURED FROM 4. DEPTH OF BURY TO BE 36" IN PAVED AREAS MEASURED FROM ALL NEW WATER LINES HAVE BEEN TESTED, DISINFECTED AND CLEARED FOR USE. FINISHEDr GRADE. DEPTH OF BURY 1T0 BE 30 MINIMUM IN FINISHED GRADE, DEPTH OF BURY 7O BE 30" MINIMUM IN UNPAVED UNPAVED AREAS :r MAXIMUM DEPTH SHALL BE 60" UNLESS AREAS. MAXIMUM DEPTH SHALL BE 60" UNLESS APPROVED OTHERWISE APPROVED.OTHERWISE BY'JEA• ' . . _ . BY JEA. . WAIEE...SYSTEM TYPIQA�,"_,DETAILS, - ( . . . . i" ADJUSTMENT 'OVER EXISTIINQ UT]UTY .. N.T.S. N.T,S N.T.S. -r' ;: h.;,:. Designed Released For Constructlorl Project No.: Drawing L Conned &- Wier Inc 0301--09 CEK 1: a r ; , Y: CORNELL ONE ; I Drawn + Q . - r `1rc Q. 11" Collsu ItI n'❑ Er . I nears . . y` �• :i - P P D FOR ARE 1 . , 8 TP ,., , , - WATER TAILS T Checked ,..0 - 1 X11 South-' 5th . Street: ' r Scale RE ! , ': pro Conn Th1a Drawing. iv the party el)y ker of. de W1c Ind ,. ,. I . �'• CEK and,,1 n`f tc '6e re oduc d:`o�-"c" led In 'hole ' i� CICS . �. 4 pr 4 w �Ct orlVille Beach, Floridcl 32250' AS NOTED y, - _ �', o 'Is nd t".be use on' otFier ro a and ,;r ' - p �. �-. t a a ►a+ p .1� t BEACHES HABITAT, o c: CD4 8249 7995 Fax. 904 241 1126 5 - r ) - Q RICHARD C. WELCH P.E. Date • a y s ,.. \ r ! u . le to b rb urned oif e' eat:. a' e r q t R in P.E 7 S NO 3654 N Date' avis o 29 ' „ BEK % i; o, B Sheet of �•; 'n ,' '..1 �� .. - C A y IIS JAN. 2003 . t;u i,'t , , ?. s l . ( .r r 'r �..,, ,-, , - - .. . ;,. . �.." . , . 4,I . F t _� . 1 _ . , I �":,, - i " ... ,. I., I - �;�� , , . . . ,�� I'. -,. . I , .',I. I.'I r -1. -I .11 i. 1,,f ii - , . I, . - .r . . 4 I , 7 ;� , ,a. -, .� . . . . ." .. . . , . , " �,-­�� � � . - I- . I t� .1� � , .1, , ,I�1,. , . . .. I . .- 'I'W"':,�,­ ... r I ,; , q. -, - �- 't , L � .. ,� , , . . 1,,4,,,," �, -.,� �,, ,� , ,;-,, - t�� I . r. °' - . I .. 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' ,:.. ... e i ,. t,.. s. ,r. .. 0 0 z C0 0 0 A ED FOR PREP R BEACHES HABITAT 0 I - C +'ACM f -zu au. �t I �Af�OING UR �InNUrruC; C7R � -j- COVE � �tiVALAE � m � r r7rt n �.`,1� � WINDRI k,u ' .11tc Ct C7 G ui LA'I C ll ,I mo, .,. r 7v M I fcc C) h-f /� q Jp� y-. ISO n t y i lr'.rr S FEA I`i 1 Woo [� H1H T !'',l.A.aF'4._7f17E: 1 ��rr h -SAN Irt 1A cx 4 as �: :, 3 'f' •I ° `- r fi lJ{ tflDUEN .,7 u N �A p f "' 'AN l j l "; -• �ilZ N , U�I a• �I.+ j I r � f i i Y pry t; C FOAL 9 I NEAi'NF'RW()pU Clig J xl Ifil(�;' � ��, 7 r M { q / w r n UILi.hrrU `u k �' ;i ? SHEI 5Y .1< A� ' � HiDUE I t UVE++- a d p FtD :t !t?t`t1�1u �l. Esc '►" C� • ti P . blu�usc: , " �7 ?1'l'drVill `+ C`a;tCcicft5 CHURCH R twxst[i 'j.. . Y. M park \ j pts v r• Llp D 8QST PINE +'; _} � S. " 5 wf,rkst ,� ` I. -.ISLAND* i (�I ry-, 18 h a o Rq W t,t,rry p � INDEX OF SHEETS `t� `I;4 tl{ Itt 51 KAT y y a w R r H r�m `,k a Ams l ' Au. a , IIhllttlrt I'Atk-Ep .T � m} y 4 irt� ►vrC RICHARgSgN ASK COVER SKEET ►_J<,)�,. llw ti r 12 i, LEVytl ! urkFlp - . a viii, -1 i , (2 11 _ , l� R ` ` `,F.► A ' R' - � �- PRE—DEVELOPMENT DRAINAGE MAP 2 1 w w i,a�ar�,�e{+► xti� i% .. .- » ' i t PELICAN KEY cn lI1 N d 1 �c` °j �� p d 3 L1TTL1r ClPft�BB KEY y.. `�' p ��� a w� ,�'� GRADING AND DRAINAGE PLAN o 7 i w l3 sT v sr �, H C, PL zA A� 3 � F'LA "t LP. t t-Fira F': Police Sta : �... - . . I J ark 'l r ■f ��)F un i r _.13���� t �� SITE AND UTILITY PLAN Q t(� z W t' m OST P(3 >s SA t;cl c: L1 z I PAVING AND DRAINAGE DETAILS C1C m car ,73 ti 1°" v, 1 EIME Pt, x 2 WAIL PL 5 a l,. � s, rTLA = x l�r� t , , r r . r ; ,n 7� �� pplc r �, ' 4 YUCCA e` WATER DETAILS W q ,7" ! ca In r r. a , q -qry ,�y S1' 1 5 cgcoA �► 6 W W � x >uaa v r 1 7 oAILL ELIZABETH F W I �� a9 � sT -� ' `�wir r�ip1n �� SEWER DETAILS 1 o q V ap r, 4 r� b. 9 T 7 H r LA 2 9'AZALEA Pt, � { ( [ tr,MAIM Pi- �� S ,I HOSE PL GENERAL MOTES 8 U Q --PR ECT- W z 1 ;ti t �l � S Atht�nt aza } U j �lynli.^.� L �>4 �"� ^ O was I SALTINRNU C:1RS,MAU7iC1lI ,B�VIa r n +ftp �•, I 3 N7 6 .'_' _ _ ' J �Q I K-Mart r �l4i�G Ucpi. V 2 SAND CASTLE WY �� '+� y, r� f - AN 3 WNNDSIMEP'T CIRC6 O 7 'o 4 SUNRISE CIA - �'� � K r r k'.1 ti RY p � f hiE O a SUMMER SAND OR '�!�{.11.i' Y � 6 SAND 00LLAY1 CIR p �`P rt F� ry •'• F_t Er.,...11 q I. g ..: f ri I E �Y� 7 JERKS t;7 m C! � �}, Ct LA 1 � y n�A � B SECLUDED WOOD to 1 � 1 I n >~ L _ Cita ftY> ST; N MAt'FiE Lf.AN 1N I 4 \ ����► std Put SF C m tl M� N ' ( � O 9 (3LtC1(81 Et1V CT r.'I i �;��r'..I^'� t�,,C.1. �;..; _• �l t � '' A `" rn yp L7 I O I f- s 1" LgAEt 7 1 O ' VICINITY MAP LuUl N.T.S. z W L � pym �, 0 us ` Zoning Designation RG-2 ISSUED Real Estate Apprais{er N0.�S 177535-0000 177421-0000 FEB 0 3 2003 177423-0010 Flood Panel No. 120075 0001 D CONNELLY& WICKER INC, WICKERC NNELLY INC . Flood Zone ZONE X R o ANG& GcH CITYUILDING &ZONIN ^ FEB 21 2003 1 CONSULTING ENGINEERS AGENCY SUBMITTAL DATE polo-. 1711 S FIFTH STREET 12605 EMERALD COAST PARKWA Y WEST, SUITE J1 CITY JAN. 21 , 2003 BY: pop- 1A CKWLLE BEACH, FL Ofd/OA 32250 OEST//V, FLORIDA 32550 DEP JAN. 21 , 2003 (904 249—7995 * FAX (904) 241--�1126 (850 837—4252 * FAX (850) 837---7804 CITY FINAL JAN. 311 2003 C.A. NUMBER: 3650 RICHARD C. WELCH, P.E. P.E. #40279