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102 AQUATIC DR - DENIED CIVAL DRAWINGS • 4) \O Vr ;$ o i� Mq. V O UO V O cu v Zo o J (Z ( �-0 M E � OLOZ 0 �0 ..._. n N Q 4� m .VEL VSO W 4) V L CU > d O .� '= M L a SMEp APR 2 9 2016 111111111110- M E Ln =1z _ a� NW U) ) .� V) w cc \0d' m O N CO N NL. - p Q M Q H d W CATLANTIC BEACH FL a 0- W c o 0 Q) z � a z O p W cn D W PREPARED FOR m +' v O o TRIBRIDGE RESIDENTIALa � � � aaz z Cf)1575 NORTHSIDE DRIVEa F_ z BUILDING 100, SUITE 200 W o W W J O GEORGIA 30318 ATLANTA, v' Z Ld } . PHONE ■ (404) 367=6523 OFL ■ U O Q U W D 0O ir aL W W m LL �,t:dm� L 1-P- z in t,..r ,a,� •', �F L.L Z_ W` O LLJ Ld .4 �./ CoLd J — Z 0 -' < < 0 . .w71771 t t Im < y p PROJECT LOCATIONS t. 35 DRAWING INDEX Q SHEET NUMBER SHEET TITLE a- z ~ a uJ 1 -COVER SHEET ••'" ''''• cEll � ,��}s. °�� • • • 2 GENERAL NOTES =��' a c� cn A _ � � w n In erinLandscape c 1 ec ure- annin e3 SITE PLAN ' .W0 `r° MD-1 tmEv 4 PRE DEVELOPMENT DRAINAGE PLANEau Ulu 10060 SKINNER LAKE DR SUITE 500 5 PAST DEVELOPMENT DRAINAGE PLAN �, �/�)• ••• _'A 3.2246 6 PAVING AND DRAINAGE PLANE\� .....• Q - t, - JACKSONVILLE, FLORIDA 7 WTER AND SEWER PLAN / s (904) 265-3030 FAX: (904) 265-3031 8A - 8C P ING AND DRAINAGE DETAILS Project No.: 16-01-0006 o VICINITY MAP 9 POND MODIFICATION SECTIONS Designed: Drawn: C.A. NUMBER. 36.50 L.A. NUMBER. LC26000311 10A - 10E WATER AND SEWER DETAILS J.E.W. D.C.G. Cr 11 CLEARING AND SEDIMENT AND EROSION CONTROL PLAN Checked: O.C.: vw�rvw.cwlen�.com T.B.W. R.C.W. 0 12 STORMWATER POLLUTION PREVENTION PLAN Date: 13A - 13B TREE MITIGATION PLAN NOVEMBER 12, 2015 `' Scale: 14A - 14B LANDSCAPE PLAN 1" = ' T Sheet 1 � o GENERAL NOTES: r•W==" M V 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF 25. CLEARING AND GRUBBING REQUIRED FOR ALL R ADWAY, UTILITIES, DITCHES, AND BERMS INCLUDED IN 4. ALL DRAINAGE PIPES INSTALLED WITHIN ROADWAY RIGHT-OF-WAYS / EASEMENTS (PUBLIC OR 15. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE �-. .� :� (u M CITY STANDARDS (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS AND THE THIS PROJECT, AND THE CLEARING AND GRUBB NG OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE PRIVATE) SHALL BE TELEVISED BY A COMPANY OR INDIVIDUAL CERTIFIED TO PERFORM SUCH WORK. ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY, AND PRIOR TO REQUIREMENTS OF OTHER AUTHORITIES HAVING JURISDICTION. THE WORK SHALL ALSO BE PERFORMED CONSIDERED AS PART THE PROJECT. TELEVISING OF DRAINAGE UNE SHALL BE DONE IN COLOR AND SHALL BE OF SUCH QUALITY TO PURCHASE OR CONSTRUC110N OF ANY U11UlY PIPE OR STRUCTURE. THE CONTRACTOR SHALL REVIEW � v O AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE REPORT OF GEOTECHNICAL VISUALLY IDENTIFY PROPER CONSTRUCTION OF ALL JOINTS AND PIPE ALIGNMENT. A VIDEO TAPE SHOP DRAWINGS AND VERIFY THAT ALL MATERIALS ARE ON THE UTILITY PROVIDER'S APPROVED EXPLORATION BY EWS dt ASS�IAIES, INC. (DAZED OCTOBER 26, 2015). THE MORE STRINGENT 26. CONTRACTOR SHALL SCHEDULE A PRE-CONSTR CTION MEETING WITH THE CITY OF ATLANTIC BEACH SHALL BE PROVIDED TO THE CITY UPON COMPLETION. TELEVISING OF THE DRAINAGE LINES SHALL MATERIAL UST. THE CONTRACTOR SHALL SIGN OFF THAT SHOP DRAWINGS HAVE BEEN REVIEWED 0 0 N PUBLIC WORKS DEPARTMENT BEFORE MOBIUZA ON FOR CONSTRUCTION. BE PERFORMED AFTER PLACEMENT OF THE BASE MATERIAL AND PRIOR TO FINAL WEARING SURFACE AND APPROVED. SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE ENGINEER FOR �> V SHALL BE USED. OF ROADWAY. CITY APPROVAL OF TELEVISING SHALL BE REQUIRED PRIOR TO PLACEMENT OF FINAL REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY, AND PRIOR TO PURCHASE ORp -a 2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF 27. IT IS THE CONTRACTOR'S RESPONSIBIUTY THAT CONSTRUCTION BE IN ACCORDANCE WITH ALL WEARING SURFACE OF ROADWAY. CONSTRUCTION OF ANY U71UTY PIPE OR STRUCTURE. . O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES CURRENT CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL OBTAIN A 16. ANY CONTAMINATED SOIL THAT IS EXCAVATED SHALL BE PLACED ON AN IMPERMEABLE MAT AND u M TO HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF COPY OF CITY STANDARD DETAILS AND SPECIFl ATIONS FROM CITY OF ATLANTIC BEACH AS WELL AS 5. ALL DRAINAGE PIPE JOINTS ARE TO BE FILTER-WRAPPED. COVERED WITH A WATERPROOF COVERING. THE PROPER � "'� "�O C THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. REGULATIONS AND THE A COPY OF JEA STANDARD DETAILS AND SPECIFICATIONS PRIOR TO BEGINNING CONSTRUCTION. AUTHORITIES WILL BE NOTIFIED AND THE M = CONTAMINATED SOIL HELD FOR DISPOSAL FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. 6. CONTRACTOR SHALL REVIEW, CORRECT AS REQUIRED, STAMP WITH COMPANY STAMP AND SUBMIT ALL 17. ALL GATE VALVES SHALL BE JEA STANDARD. VALVES SHALL BE MECHANICAL JOINT CAST IR ~� \ Z SHOP DRAWINGS ON ALL MATERIALS TO COJ AND ENGINEER AND OWNER FOR REVIEW AND APPROVAL 0 �� N 3. 100 YEAR FLOOD PLAIN BASED ON FEMA FLOOD MAP NUMBER 12031CO408H EFFECTIVE JUNE 3, 2013. 28, CONTRACTOR SHALL BE RESPONSIBLE FOR SUB ITTAL OF "RECORD DRAWINGS" FOR COJ REVIEW AND BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY TURNING TO THE LEFT. VALVES N �� 0o APPROVAL RECORD DRAWINGS SHALL INCLUDE BENCHMARKS. PRIOR TO FABRICATION AND PURCHASE FOR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. SHALL BE RATED AT 250 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE. 00 � d• -J . 4. TOPOGRAPHIC INFORMA110N SHOWN HEREON TAKEN FROM TOPOGRAPHIC SURVEY PROVIDED BY 7. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES MALL BE CONSTRUCTED 18. ALL WATER MAINS SHALL BE DISINFECTED, AND SATISFACTORY BACTERIOLOGICAL RESULTS SHALL BE �&.- V) CCO w d BOATWRIGHT LAND SURVEYORS, INC., DATED JANUARY 19, 2016. 29. THE CONTRACTOR SHALL CLEAR AND GRADE PROPOSED ELECTRIC EASEMENTS TO FINISHED GRADE. TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO CONFORM WITH CURBING, PROVIDED TO THE ENGINEER. ADD111ONALLY, ALL WATER MAINS SHALL BE PRESSURE TESTED AT 150 Cu > ••� o CL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SIZE PRIOR TO PREPARING THE BID CONTRACTOR SHALL PROVIDE AS-GUILTS TO VERIFY R/W GRADES PRIOR TO INSTALLATION OF PROPERLY LINES AND LOW POINT'S AS SHOWN ON THE PLANS. PSI FOR 2 HOURS IN ACCORDANCE WITH AWWA STANDARDS AND CITY STANDARD REQUIREMENTS. NO •� - M U`' FOR THE PURPOSE OF FAMIUARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK ELECTRICAL CONDUITS OR ELECTRICAL UNTS. CONNEC11ON TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT THE WORK TO BE THE JURISDICTIONAL WETLAND UNE WETLAND I PACTS, 8. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES (H-20 LOAD BEARING UNLESS LINES HAVE BEEN PRESSURE TESTED DISINFECTED AND CLEARED FOR SERVICE THE ENGINEER MUST v PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT 30• WETLAND MITIGATION AND UPLAND BUFFERS Y OTHERWISE INDICATED). BE NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. �..1 O o RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS AS DEPICTED ON THESE PLANS MATCH THOSE OWN ON PLANS SUBMITTED TO AND APPROVED B THROUGHOUT THE PROJECT AREA TO RECORD EXISTING THE ST JOHNS RIVER WATER MANAGEMENT DIS ICT. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA-6-651. Blow- O z LJ ALSO URGED TO TAKE COLOR PHOTOGRAPHSZ CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS 9. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND 19. A UTILITY COMPANY PRE-CONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO COMMENCEMENT OF . k M FUNCTIONING PROPERLY AT T1ME OF ACCEPTANCE. WATER OR SEWER WORK. THE CONTRACTOR SHALL CONTACT THE CITY OF ATLANTIC BEACH AND 0 THAT MAY OCCUR DUE TO CONSTRUCTION OF THE PROJECT. � � N Q m 0 ENGINEER TO SCHEDULE THIS CONFERENCE. CONTACT KAYLE MOORE • 247-5834 TO SCHEDULE. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR 10. ALL INVERTS IN DRANAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN �OR ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH FDOT #57 STONE. = O d' m ACQUIRE O MATERIAL REQUIRED TO BE REMOVED AND/OR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW a 1, UNSUITABLE MATERIALS UNDER WATER SEWER PIPE STORM PIPE OR STRUCTURES SHALL BE 0 o ao THAT WALL BE REQUIRED. 1 REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. 20. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND N 7, ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR T 0 THE OWNER FOR SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL BE C3 RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 in a PERIOD OF ONE YEAR FROM DAIS OF ACCEPTANCE. SEDIMENT AN EROSION NOTES: 12. UNLESS OTHERWISE NOTED, ALL PAVEMENT MARKINGS SHALL BE EXTRUDED THERMOPLASTIC IN z CL ACCORDANCE NTH FDOT SPECIFICATIONS. REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED IN HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. Q 8. ELEVATIONS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 1988). 1. THESE PLANS INDICATE THE MINIMUM EROSION SEDIMENT CONTROL MEASURES REQUIRED FOR THIS ACCORDANCE NTH FDOT STANDARDS AND SPECIFICATIONS. �- C PROJECT. FOR ADDITIONAL INFORMATION ON SE IMENT AND EROSION CONTROL REFER TO "THE 21. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN uJ C• FLORIDA DEVELOPMENT MANUAL-A GUIDE TO S ND LAND AND WATER MANAGEMENT" FROM THE UTILITY NOTES: EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS SHALL o 9. BOUNDARY SURVEY AND WETLAND INFORMATION AND UNEWORK BASED ON SURVEY PROVIDED BY STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) CHAPTER 6. THE CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED WATER a BOATWRIGHT LAND SURVEYORS, INC DATED JANUARY 19, 2016. 1 ALL UNSUITABLE MATERIALS UNDER PAVEMENT BUILDING PADS, OR HARDSCAPE ELEMENTS SHALL BE SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND ALL SOLDERS CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO � oc INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUAUTY STANDARDS AND MAY NEED TO REMOVED IN ACCORDANCE WITH PROJECT GEOTECHNICAL REPORTS. ALL AREAS TO BE FILLED SHALL AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. w INSTALL ADDITIONAL CONTROLS TO CONFORM T AGENCIES REQUIREMENTS. IF A WATER QUALITY BE CLEARED AND GRUBBED IN ACCORDANCE WITH PROJECT SPECIFICATION, CITY STANDARDS, AND o F_ 10. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM VIOLATION OCCURS, THE CONTRACTOR SHALL B WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL REFERENCED GEOTECHNICAL REPORT (WHICHEVER IS MORE STRINGENT) AND SHALL BE FILLED WITH 22. CONNECTION IS CONTINGENT UPON CONSIRUC110N, DEDICATION AND FINAL ACCEPTANCE OF THE 'U MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY REQUIREMENTS. THIS SHALL COSTS WHICH MAY RESULT INCLUDING LEGAL ES, CONSULTANT FEES, CONSTRUC11ON COSTS AND STRUCTURAL FILL PLACED IN NO GREATER THAN 12" LIFTS AND COMPACTED TO A MINIMUM 98X OF OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF THIS '> } INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTTUTY TRENCHES LOCATED IN FINES. THE MAXIMUM DRY DENSITY (AASH10 T-180). DENSITY TESTS TO BE PERFORMED AT A RATE OF PROJECT. x Q PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR TO LIMEROCK ONE TEST PER UFT PER 6,000 S.F. THE CONTRACTOR SHALL COORDINATE WITH PROJECT ENGINEER AND THE GEOTECHNICAL 23. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. GRAVITY SEWER UNE o PLACEMENT, 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLO NG THE BEST EROSION AND SEDIMENT CONTROL 2. ALL POINT OF CONNECTIONS FOR WATER AND SEWER MUST BE PER THE REQUIREMENTS OF THE CITY SHALL BE VIDEO TAPES. ALL LINES TO BE CLEANED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A ENGINEER SHALL MAKE RECOMMENDATIONS FOR UNDERDRAIN PLACEMENT. PRACTICES AS OUTLINED IN THE PLANS ANDS ECIFICATIONS AND THE ST. JOHNS RIVER WATER OF ATLANTIC BEACH. FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH THE PERTINENT DATA SUCH AS w CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE MANAGEMENT DISTRICT SPECIFICATIONS AND C TERIA. DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER 11. THE CO 3. PRIOR TO THE PLACEMENT OF THE UMEROCK BASE COURSE, THE CONTRACTOR SHAD. PROVIDE TO AND ENGINEER PRIOR TO THE ACCEPTANCE, AND ONE COPY OF THE VIDEO TAPE SHALL BE FOR THE PROJECT INCLUDING CITY RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY RIGHT-OF-WAY EROSION OSION AND SEDIMENT CONTROL BARRIERS S ALL BE PLACED ADJACENT TO ALL WETLAND AREAS THE ENGINEER A SCHEDULE OF INVERT ELEVATIONS OF ALL SANITARY MANHOLES. THIS SCHEDULE SUBMITTED TO THE CITY OF ATLANTIC BEACH. ALL DEFECTIVE AREAS AND ITEMS SHALL BE Q) m OR EASEMENTS. " REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. SHALL BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE AS-BUILT" DRAWINGS RE-INSPECTED PRIOR TO ACCEPTANCE. THE MAXIMUM DEFLECTION SHALL NOT EXCEED 7.5X OF o° 12. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OR STATE RIGHT-OF-WAY TME WITH OR THIS PROJECT. PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. NOMINAL DIAMETER. INFILTRATION AND EXFILTRATTON TESTING OF GRAVITY SHALL BE IN N o ~o 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR 4. ALL UNDERGROUND UTIUTIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS. THE MAXIMUM ALLOWABLE RATE WALL BE 50 a a a a a z z 13. PLACEMENT OF ALL UNDERGROUND UTILITY LINES SHALL BE COORDINATED WITH -OWNER'S GRASS PER CITY STANDARDS AND MEETING THEN.P.D.E.S. FINAL STABILIZATION REQUIREMENTS. PAVEMENT. GALLONS PER INCH DIAMETER PER MILE PER DAY. PIPE DEFLECTION SHALL NOT EXCEED 8OX OF THE REPRESENTATIVE TO ELIMINATE ANY CONFLICTS WITH LANDSCAPE DESIGN. MANUFACTURER'S MAXIMUM DEFLECTION RATING. - N 5. IF DEWA IiTY REQUIRES A CONSUM TIVE USE PERMIT (C.U.P.) IT SHALL BE THE 5. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY SHALL BE ACCOMPLISHED BY AN 14. PRIOR TO ANY DISCHARGE OF GROUND WATER (DEWATERING) FROM CONSTRUCTION ACTIVITIES " ESPONSIBIUTY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 OF THE 24. IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE TRENCH, WORK SHALL BE STOPPED AND THE ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, BUT NOT LIMITED T0, MANAGEMENT DISTRICT. FLORIDA STATUTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO KEEP A COPY OF HIS OR PROPER AUTHORITIES NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY, DUCTILE IRON PIPE, a WETLANDS, SWALES AND MUNICIPAL STORM SEWERS), CONTRACTOR SHALL TEST EFFLUENT WATER 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION D EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL HER CURRENT UCENSE AND QUALIFIERS ON FILE WITH THE DESIGN ENGINEER PRIOR TO START OF FITTINGS AND SOLVENT RESISTANT GASKET MATERIAL SUCH AS FLUOROCARBON SHALL BE USED IN (n CL TO BE DISCHARGED) IN ACCORDANCE WITH RULE 62-621.300(2) F.A.C. IF TEST RESULTS ON PERFORM GROUNDWATER TESTING IN ACCORDA CE WITH THE ENVIRONMENTAL PROTEC11ON AGENCY AND THROUGHOUT CONSTRUCTION. THE CONTAMINATED AREA. THE DUCTILE PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND ANY z EFFLUENT ARE BELOW THE SCREENING VALUES OF RULE 62-621.300(2) F.A.C., CONTRACTOR SHALL FEDERAL REGISTER, PAGE 42739, PART 1A.3, DETERMINE PETROLEUM CONTAMINATION LEVELS. SOLVENT NOTED. ANY CONTAMINATED SOIL�,,THAT IS EXCAVATED SHALL BE PLACED ON AN W - SUBMIT A SUMMARY OF PROPOSED CONSTRUCTION ACTIVITY AND TEST RESULTS TO DEPARTMENT OF IMPERMEABLE MAY AND COVERED WITH A WATERPROOF COVERING THE PROPER AUTHORITIES WILL BE o CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO 6. SANITARY SEWER SERVICES SHALL BE 6" OR 8" PVC WITH A MINIMUM SLOPE �' 0.010 OR 0.004 ("- ENVIRONMENTAL PROTECTION DISTRICT OFFICE, WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS. DISCHARGE ANY GROUNDWATER ENCOUNTERED DURING CONSTRUCTION AND DEWATERING OPERATIONS. FEET PER FOOT RESPECTIVELY AND SHALL BE TERMINATED AT THE BUILDING CLEANOUT AT THE NOTIFIED AND THE CONTAMINATED SOIL HELD FOR PROPER DISPOSAL. O CONTRACTOR SHALL CONTINUE TO SAMPLE EFFLUENT AS REQUIRED THROUGHOUT PRO,,ECT AND DEPTH SHOWN ON THE PLANS. 25. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER (AND CITY OF ATLANTIC BEACH) ON p COMPLY NTH ALL CONDITIONS OF RULE 62.821.300(2) F.A.C. IF GIML% WATER EXCEEDS SCREENING 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR WILL SUBMIT A "NOTICE ALL STRUCTURES AN MATERIALS, FOR REVIEW AND APPROVAL PRIOR TO PURCHASE OR z VALUES OF RULE 62.621.300(2) F.A.C., CONTRACTOR SHALL COMPLY WITH `OTS APPLICABLE RULES OF INTENT' 10 THE FDEP IN ACCORDANCE WI NATIONAL POLLUTANT DISCHARGE ELIMINATION 7. WATER LINES SHALL HAVE MINIMUM 30" INCH COVER UNDER UNPAVED AREAS AND 36" MINIMUM FABRICATION OF ANY UTILITY PIPE OR STRUCTURE. AND REGULATIONS PRIOR TO DISCHARGE OF EFFLUENT (GROUND WATER) TO SURFACE WATERS OF SYSTEM RULES AND REGULATIONS. COVER FROM FINISHED GRADE UNDER PAVED AREAS UNLESS OTHERWISE SHOWN ALL WATER MAINS ...I z THE STATE. SHALL BE FLUSHED IN ACCORDANCE WITH AND UNDER THE DIRECTION OF THE CITY OF ATLANTIC BEACH. 26. D.E.P. PERMITS SUBMMM THROUGH THE DEPARTMENT FOR PROCESSING SHALL BE IN CONFORMANCE w 15. THE CONTRACTOR SHALL CLEARLY MARK IN FIELD PRIOR TO ANY LAND CLEARING OR DIS CE 8. THE CONTRACTOR SHALL WRAP STORM SEWER ATES IN FILTER FABRIC TO PREVENT SEDIMENTATION WITH BOTH THE DE FLANS AND THE WATER AND SEWER AVAILABILITY RESPONSE. ANY W ALL PRESERVATION AREAS AND UPLAND BUFFERS (DEPICTED ON PLANS). THESE.AREAS SHALL OF THE STORM SEWER SYSTEM. CONTRACTOR ALL MAINTAIN THE FILTER FABRIC UNTIL THE 8. HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS, VALVES AND FITTINGS, STORM DEVIATIONS FROM THE PRELIMINARY DESIGN AND FINAL DESIGN SUBMITTAL SHALL REQUIRE REVISED W o REMAIN NATURAL AND UNDISTURBED. -_ ASPHALT/CONCRETE PAVEMENT IS PLACED. SEWERS AND SANITARY SEWERS SHALL BE IN ACCORDANCE WITH FDEP REQUIREMENTS. D.E.P. PERMITS REFLEG�TING MESE CHANGES. z of 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEARING, EARTHWORK, FIli,-6R g, THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM SEDIMENTATION 27. ALL WATER AND SEWER CONSTRUCTI M��TERIALS TO BE CONSTRUCTED IN CONFORMANCE WITH THE 0 COMPACTION AND REMOVAL OF UNSUITABLE MATERIAL REQUIRED FOR ELECTRICAL, PHONE, DURING CONSTRUCTION USING NECESSARY SEDT ENT CONTROL BARRIERS. 9. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF-PW AND SHALL J.E.A. APPROVED MATERIALS: MANUAL FOR , TER AND SEWER. w 0 IRRIGATION, CABINETS, PADS. CONTRACTOR SHALL VERIFY FINAL GRADES WITH OWNER OR EN BE MARKED AS SUCH. (9 U 28, D.E.P. PERMITS REQUIRING REVISIONS SHALL NOT BE PROCESSED UN71L FINAL PLANS HAVE BEEN 0 17, THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT COAB 24 HOURS PRIOR TO ALL NECESSAR 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, E CONTRACTOR SHALL SEED ALL AREAS AND 10. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED UNTIL APPROVED. 0 SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. MAINTAIN EROSION CONTROL BARRIERS IN PLA TO PREVENT EROSION, SILTATION AND INCREASE FINISHED WORK IS COMPLETE. \ NOFF. 29, UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE STORM PIPE W SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED.CIURES SHALL BE of 18. THE CONTRACTOR 11. ALL WATER MAINS SHALL BE PVC DR-18 UNLESS OTHERWISE SPECIFIED. EVENT OF ANY CONFLICT WHATSOEVER. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER PRIOR TO • W m PROCEEDING WITH CONSTRUCTION. 12. ALL SEWER MAINS SHALL BE PVC SDR-35 UNLESS OTHERWISE SPECIFIED. o 1. "AS-BUIL NGS: AS-GUILTS TO THE CI AND THE ST. JOHNS RIVER WATER MANAGEMENT Cn ~ SURVEY, INCLUDING BENCHMARKS, IS REQUIRED IN COMPLIANCE WITH CITY DISTRICT ARE SIGNED AND BY A FLORIDA REGISTERED LAND SURVEYOR 13. CONTRACTOR SHALL OBTAIN A COPY OF THE D.E.P. WATER AND WASTEWATER PERMITS FROM THE .J J F- 19. SUBMITTAL OF AS-BUILT SU T OF ATLANTIC BEACH CODE, PRIOR TO SCHEDULING FINAL INSPECTION OF THE BUILDING BY THE THEREFORE. IT SH E THE CONTRACTOR'S ONSIBIUTY TO CONTRACT WITH A LAND SURVEYOR ENGINEER PRIOR TO THE START OF CONSTRUCTION. LL z z BUILDING DEPARTMENT OR FIRE MARSHALL REGISTERED IN THE S FLORIDA FOR PREPARATION, FIELD LOCATIONS, CERTIFICATION AND 14. THE LOCATION OF ALL EXISTING U11U11ES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE I,,,_ Ln SUBMITTAL OF "AS-BUILT" NGS IN ACC DANCE WITH CURRENT CITY STANDARDS AND DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE LOCATIONS - SPECIFICATIONS AND S.J.R.W.M `' GULATIONS PROPERTY MONUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ARE APPROXIMATE. THE OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY E CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY O = z z 20. CONTRACTOR IS RESPONSIBLE FOR PROlEC110N OF ALL SURVEY AND PROIFA PROCESS THE "AS-BULLI" DRAWL fCR APPROVAL BY THE CITY. CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE = U W a MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DISCREPANCY z Q z REINSTALLATION OF THE MONUMENT. 2. CONTRACTOR SHALL PROVIDE CURB RAMPS AT ALL SIDEWALK AND CURB CONNECTIONS. THE SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE I.ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY THE CONSTRUCTION AND PLACEMENT OF ANY CURB CUT RAMPS OR LANDING PADS SHALL ADHERE TO EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTIUTIES AND IMPROVEMENTS AND W 21. SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR ALL DAMAGE MADE TO EXISTING o W w CONTRACTOR. THE MINIMUM STANDARDS AS SET FORTH BY E FLORIDA DEPARTMENT TRANSPORTATION (FDOT) U11LIT1E OR OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUC110N, THE Q � v STANDARD INDEX 304, SHEETS 1 THROUGH 6, AND 28 CODE OF FEDERAL REGULATIONS (CFR) PART CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING U11U11ES TO ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE 36, APPENDIX A LATEST REVISION, FLORIDA ACCESSIBILITY CODE AS WELL AS APPUCABLE CITY �-- U 22 REQUIREMENTS; LDC SECTION 6.04.02.C. DETE TABLE WARNING SURFACES SHALL MEET COJ WHICH HE SHALL CONNECT. CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. �n _ w uJ STANDARDS. ~ V } 23. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 3. ROADWAY UNDERDRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED Z Q w 24. BURNING OF TREES, BRUSH AND OTHER MATERIAL IS %L ALLOWED IN THE CITY OF ATLANTIC NECESSARY BY THE GEOTECHNICAL ENGINEER URING CONSTRUCTION. THE CONTRACTOR SHALL Q - z BEACH. NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE PREPARATION Q W v OF THE PAVEMENT SUB-BASE. UNDERDRAIN OWN HEREON IS BASED ON PROJECT GEOTECHNICAL m 0 REPORT, (SEE GENERAL NOTE #1) FINAL (NATION OF OMITS OF UNDERDRAIN WILL 8E MADE BASED ON TEST HOLE OBSERVATION AT TIME ROADWAY CONSTRUCTION. CONTRACTOR SHALL Q COORDINATE WITH PROJECT GEOIECHNCIAL EN NEER. CONTRACTOR SHALL ENSURE THAT PROJECT Q �-- y GEOTECHNICAL ENGINEER PROVIDES A CER11FI LETTER EXPLAINING ADDITION OR DELETION OF w o PROPOSED UNDERDRAIN PRIOR TO FINAL INSPE TION. o oC U �'.•' ••�/ % w O '►�wU. �' 0 V) o t'J; Q z app � Of ...�:� N_ 3 � D C Im Project No.: 16-01-0006 COMPANY CONTACT / TELEPHONE # Designed: Drawn: cis J.E.W. D.C.G. Cr WATER SERVICE COAB KAYLE MOORE / 247-5834 Checked: O.C.: T.B.W. R.C.W. 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TYP. --• v PROPOSED C AIN LINK FENCE v M MATCHING EXI NG (FENCE TTI 6 ,_.,� ,�O BE REMOVED AY BE REUSED �, , $_13 6 HSP _ (O M 9 IF IN GOOD CONDITION) I to (� • h mown @am #RMW :r 0.06 Act ._ o V=. i . Ln •., _ _,. _._.m- x x �� BUILDING 1 16m ...0 W i { 12 R AD /�/' /.' Ln ar E-LREMOVE&D D REPLACE AXISTING CHAIN 8.33 �"' ' = .1F SAWCUT AND REMOVE Q •,-�, M EXISTING LINK'"fEI�ICE AS_REQUIRED TO CONNECT', I I EXISTING ASPHALT TO CONSTRUCT MIAMI CURB AND J L1 cam► .. CONTROL TO WA. MAIN REPERX , . o ( O ►TERw ANS i I 0:03 A t O O O STRUCTURE �� P `^ '` ' € 53 F. N GUTTER LANDSCAPE ISLAND. ti1 ?'�' 15" PAD TYP. popMO W E ��..,........-.... ......-:::�,3 S.OX MAX. LINEAR 4� �? z � STORM UNDER EXISTING 6•w• A SLOPE AND 2.07E MAX.100. iR 113 �. ' -� \0 Q S7�Cl�ITAR�' SEWER�#AIN. I BfAl4 PMT:. CROSS SLOPE THROUGHbo CONTRACTOR SHAD_ CENTER w li, v1 N CROSSWALK, TYP. V PROPOSED STORM PIPE1*0 S_2 6 25 67 •= p ^ w cm �`` EXISTING D PARK BETWEEN JOINTS OF EXISTING '_. 'ii _ rQ 7S +uc O 0 O 06 STORM ATER ( _ � ��° o - O SANITARY SEWER MAIN (USE � � _ =11 a (/) N MANAGEMEN FACILITY CAUTION WHEN WORKING NEAR -1 BREAK POINT EXISTING N G LOCATION EX 4 11- i APPROXIMATE 11 w w� �_ UTILITIES) Ts STA. 13+79. 3 �. I 9 EL 6 .1 S 1 F �. TTOM BOEXISTIRGo REMO A L ..� t 1 Q C 4 I EL 4. 30 Lu t *: EXISTING 4 I I E G CH i DOG I f i � I N - . I 38 LF. - ,ga --- NK. U N - FE I - � 90 F. m . - II GRADE-BREAK-RA P � � ''� i INS fflF�-INSI TTI ALLEY GUTTERE- }. r�� i :' EM Gr�..7"" AND D � Q�IE....EXLS -"OF K TO IN - CREA � SET �brt' f I - , i � 1 >f . I w 4.4 .. . �EA ... IL PIPE AS REQUIRED PR ON �fi S1G� OF POND WHERE >Q "' ED AP OX QU �.. I• 1 - �s I 1 DOG >,-- T0'�RAOITY S`ANITARY�ER-ONDF � r �qp� wEST INV.-1.18 9 � LV L�. J 1 RV� i a` t � u," C.I.P MES AT PROPOSED BANK - �► .07E :.:.' 1 =�Y } ,5� = - a OF RESHAPED SMF REMOVE EXISTING M.E.S. AND _ 0 S : _ . 1 - -- afw PIPE AS REQUIRED APPROX. F° - :� _ _ _ QU DR INV. t � } �INLET (EXISTING 1.01 x. �,,,- x k'I J CRAZE EL 3.83 \ w _ APPRO = - 48 LF. TO CONSTRUCT NEW I �N• 2O::L•F.... SW INV_-0.95 O ..•,�,.,,,• XIMATE PROPOSED INV. 0.771 ) - ..:.::.:...::..::. . LOC NWL LOCATION "..�. ) ) .... _.C.LP. MES...AT RRWOSW'-•'BANK- IUMIT OF ': �► •� O 0.9.* ��` 7° mal - s. 2 L x + R ......, F RESTROOM F F OF M OOM . . tv RESHAPED S ....�-: r 1 REMO L h A •",s ..._...-., b ._,.. 2 .,...- f �c b` ... 60 >~. m.. G INV. �• ....-w. Exlsn i�e�7 ALUMI M Z Oft _ . i I FENCE . �. S.OX M a. i AX. LINEAR ... ...' x e.3." ....-.,.. M �:� i�.447 � I i J � `sem }"; SLOPE AND 2.07r MAX. " - " 3 CROSS SLOPE OVER W e _ �O' SID � EWALK TYP. 22 AW EXISTING 18 RCP OF'-IN 0. rr 4 E "i ATE .OWE AA W . 3 - i� C.St 7 IN NWi 1 .2 T+.3 ae �r ix' x 9 of m x B.OSF ro 7 .A � Z �� N �• 9 9 AI• 7 x 7: AI• � x. n x- 7 i-+ .O,1t x' °8xt ry ai 1 x 9 f x ., O .0 a ISRM DRAM N �• z SAM HOLE I 1 I � 1 0• 22 LF. 0 TOP-a W• � 10,73 •0 � I I w FULL OF WATER _ .. 3 1MV2 -.-- ".ww. 1 8 HP A ...E P!2 INV,W. 4.3e -- ------------- ----------- -- ------ --- - -=ani: - ---- -...... -- - - tet' cv O I� 8 . - 7 a a cn 4•;►3t ' W i� r a I t a � S 1 II I 3 RI I . REMOVE SER A T Its! EM S WCU ....,... a / t- i L i W STRUCTURE R S UCTU E AS REQUIRED T RED 0 � m P OPOSED 2 QU � II g CONSTRUCT C.I.P. TOP AT maw- RETAINING WALL ELEVATION 4.15 ESANITARY AST RIM EMANHOLE 7 8" HDPE TR NK TOP OF WALL EL INV.N.=1.31 = ' i F• U UNE C DRAINAGE STRUCTURE TO REMAIN - - �- '; FOR ROOF DRAIN Q a = N.G. - 0.2) EXISTING INV. EL = - .37t N EAST RIM W SANTART MANHOLE. HI POINT. m t MIN. S=1.0 f TYP. ( ( ) E ELEVATION_0.17 N A V.D.tieb OATUI i ( Z z EXISTING INV. EL = 5.02± S) EXISTING STORM PI E OVER rn ocP+uo .i w W 1 ��::.�<>:' ;�. s HDPE CONNECTION EXISTING SANITAR SEWER i ' . �� 0 i' TO ROOF DRAIN, TYP. O F =' .05 A .I�'.SEL. 0 c+k4"+ (REFER TO ARCH. Z X8.15 <': `- I DRAINAGE STRUCTURE TABLE _?. �� Q z PLAN FOR LOCATION) Q 1 - ' i GRADE AT STRAIGHT 'J o STRUCTURE TYPE TOP INVERT EL. ^' ' 1,=� �,t SLOPE FROM BLDG EDGE Z W NO. EL. w L W r DINT �� TO BACK OF SIDEWALK Q o t " _ :7. GRAS U 24 HP S ALL DISTURBED 3 50 TR . MES _ i CONTRACTOR S1 STD OR SHALL i ( S-2 TYPE E INLET 6.60 -3.35 24" HP VERIFY GRADES OF = 6.50 $-1 AREA) o EXISTING SWALE -1.30 18" HP ` 0.25 15 HP OUTSIDE PROJECT 1 Z o 3.05 12" HP BOUNDARY ON co 0.03 A x w U ASBUILTS i 7. MAIK > o 18" HP 1 SEr NAi N „ TYPE C INLET 6.50 0.85 018 ' S 3 I • �► -,,,� �� o N.I�V 1 88f ON �x. " TUI -0.20 12 HP W 7 LF. 2 -0.20 15 HP _ HP ADS ' ' 1 w 1.10 12 HP E S-4 + + W IN 7 12 HP m D INLINE DRAIN .00 0 00 8 -4 15 ADS HDPE E TRUN KUNE 1 F 0 OR ROOF R .1 15 H , DRAIN P INLET 6. 0 0 i TY E C 50 S 5 ..:.. 57 LF. N j MIN. S= Ty • 0.10 15 H P w ( � . , .i 12 HP AD " F- .04 A • a J S-6 TYPE C INLET 6.50 0.25 15 HP .03 A �� W Q p 4 2.95 12" HP r i �' " `� z t _ 1 S-7 15"ADS YARD DRAIN 6.60 3.20 12" HIP ~ N u: s" HDPE CONNECTION O Z o F=F L 3.20 12" HP T TO ROOF " z • DRAIN, T W E SHEET NUM ER .F 1. SE B 2 EL. FOR GEN A ER L N OTES AND L E - HP LEND. S 8 15 ADS INLINE DRAIN 6.60 3.35 12 I Z i = REFER TO A R CH. U f � �, i I 8.20 i 2 CONTRACTOR SHALL N � ALE PLAN BUT SHALL REFER T N 3.35 12 HP 0 SITE LAN FOR ALL UNE DIMENSIONS. E` 1 iPLAN FOR�.�OCATI z Ir v �� I�I•I�P NT 1 .._-� 111 - z 8 HDP TRUNKLINE �, E U E Q 3. ROADWAY UNDERDRAIN SHOWN HERE IS BASED ON , .. ._ o - .50 12 HP ON BA E THE PROJECT GEOTECHNICAL ENGINEERS ' S 9 15 ADS INLINE DRAIN 6.60 3 i2 w ,� FOR ROOF DRAIN _ E DRAT A W UND R N ANALYSIS. FINAL DETERMINATION � ETERM NAl10N OF LIMITS OF : UNDE ADJUSTED 3.50 12 H P DRAIN MAY BE ADDU � .i• MI S 6.9 W N 1.0 TYP. f o S-10 15" ADS INLINE DRAIN 6.60 3.60 12" HP BASED ON TEST HOLE OBSERVATIONS DURING ROADWAY CONSTRUCTION. . r x t __ � w W Y S-11 TYPE C INLET 6.25 0.40 15" HP 4. ALL PIPE LENGTHS SHOWN HEREON ARE APPROXIMATE AND ARE TAKEN FROM THE APPROXIMATE � �� i Q � �� a. A 2.95 12 HP CENTER OF GRATE RING AND COVER TO THE BACK OF THE MITERE END SECTIONS. � �1' �� i�� -- U 12 S-12 15"ADS YARD DRAIN 6.35 3.05 12" HP 5. REFER TO THIS SHEET FOR DRAINAGE STRUCTURE TABLE. o I f ': �.. I� _ w W � '0 i a n 1 S-13 15" ADS INLINE DRAIN 6.30 3.30 12 HP 6. HANDICAP SPACE AND ACCESSIBLE ISLE SLOPE SHALL NOT EXCEED 2.0% IN ANY DIRECTION. s HDPE CONNECTION ,,� _ `. g i V m � S-14 15" ADS INLINE DRAIN 6.50 3.50 12" HP TO ROOF DRAIN, TYP. I = •"' i ' Q (REFER TO ARCH. .� . x- � I_ Z Z PLAN FOR LOCATION) I' Q ^� z 60 LF. w w O 15 HP ADSCY x ....:::.::::.. i 7 � m I> Q i....:.. ..:......: vs EXISTING CHCH S 6 : . .:.:....... . a. STORMWATER a4 , �N .� �::r.::.. a, x l ocP+uc AGEMENT F CIUTY CL a ^' • eo (NORTHPoI 1 '' .......,?� W = 0.24 I :� •.'� c 4y 77 LF. V-SWALE W/ 4:1 _ -+ 5. MAX. LINEAR ,� .4`.0� • EXISTING OVERFLO 4 STRUCTURE 3 SIDE SLOPES AT GRADE SHOWN q J I SL AND 2.07E MAX. s y �(� vi 4 (TOP EL 3.70f) r (WEST EDGE OF SWALE TO BE " CR SLOPE THROUGH q, co 1 BUILT UP TO PROVIDE 6 MIN. � � ^ IGH T s,�'� CR WALK, TYP. = z DEPTH SODA DISTURBED ' / Z . �ARY ALL BED �� F.F. w� r CONSTRTEMPUCTION ARE ,< � = 8.15 REAK POIN IL EASEMENT 650 ! i � r " F. 08 Actii vs 02 Act L = 5. 0 �_ } dry • . . ' r` 3 ` ,cp+u( 12" HP ADS � i ....•• 'Q IP �YAO NAL N ^. .," P t f ..w►.s Z I Project No.: VA A I _D� 16-01-0006 XT M"w N S-7 ,_ qct S 9 , - 0:02 A +� Fl oPTIc �la_ � �l a v' „a_T.eR ., '_ $-g } f M} w. � �, oc Designed: Drawn: Itis SOUTH NV.=0.73 i hZ N.A VD DA7tIM d IL Nva O.7 " _�- �� 'I - ° � S-10 _ J.E.W. D.C.G. �"� - ' `s em t ` - W.� p ;•' I 2.2 =�i r `r AIS RGROUN ,� Checked: co - NOME= �E�-� '�� , N� wax � _... _ ...w.- ".._ T.B.W. 8 SER o MATCHUN ��DETAIL THIS`SHEET IN mmm �A wA - - " x x. ..,'••• _� .. �� , R.C.W. MATCHI G EXISTING (FENCE TO I-aII I ��• �� ,. � Date: 4 I�n • • TAWCUT AND CONNECT ,s �-� x - 41 LF. ,r BE R OVED MAY BE REUSED A� 0 EXISTING SID , . w NLF� � �` ° rr ` ` 28 L.F.A o u a. _+�IN -a.a3 I I 55 LF. N " .ROP INLET NOVEMBER 12, 2015 SIF IN GOOD CONDITION) �• Y Sam W._3.13 w r _ '� ? f--~ ' ' _ FLOWUNE 12 HP ADS 12 HP ADS CAS UNDERGROUND GAS RISER 11 12" HP ADS s""""'_324 (CONTRACTOR SHALL FIELD VERIFY Scale: s" HDPE CONNECTION SIZE AND LOCATION OF ALL 1" = 30' MP EXISTING GU R �I I TO ROOF DRAIN �/p EXISTING UTILITIES PRIOR TTI EASTENV. 82 7 II . • _ VT °��• 13A 6d£3i a PAV�§'i CN f TYP.r• IIS TO REMAIN, SII N11 � (REFER TO ARCH. CONSTRUCTION (USE CAUTION " � ' PLAN FOR LOCATION) WHEN WORKING NEAR EXISTING 6 t ��\„` """ UTILITIES Sheet APPROXI TE LOCATION OF M� Cu �0 I EXI NG 6" WATER MAIN, I AT IHMS 4.92 N VE � E I F ITARY MANH7F gym` V (� O TOP EL-9.88 L_ _1 S STORM MANHOLE TOP EL 5.26] C p WATER OVER =., MATCHUNE SEE DETAIL THIS SHEET # �/ = V O EX. SANITARY I�n i i i i i i i �t i i i i i i i N ...�■ •p I (6" MIN. CLEAR) til , •� V (30" MIN. COVER) .�a � ��.,..,....._-�...........,.. .......,,.-w...�.,..... •_~ V C � J I sraRM MAN LE ...,•.•., « O TOP EL.= .62 �1-6 90 BEND _ Q I EAST INV. - 7 4> it 1 1-6"X4" TEE = V M F F a•l CONNECT TO EXISTING 6" WATER MAIN VIA 6" TAPPING SLEEVE AND n , 1-4� 90' BEND cod �p C 6" TAPPING VALVE (COORDINATE CONNECTION WITH Uh1UTY PROVIDER. + 1-4 GATE VAL p M CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR EXISTING }I -- 1-2" METER (TO B ce) �,' O Ln Z H it O O UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND ELEVATION ,.,.._.- INSTALLED BY COAG) in cV , OF ALL UTILITIES PRIOR T0� CONSTRUCTION) BA1 2-4 x2 REDUCERS �Q e� „3 _ 1 BUILDING 1 �, -n 1 6' DOUBLE CHECK cn V) LLJ 0 u F.F. EL �, D CTOR ASSEMBLY 4� L �� 0 > a a 5 RM m HOLE I SMA7�1 1 = 8.15 w rn •� .� ,� w I+ 1 1_2 ALL t _ " it `') ' 1 4 45 BEND `, w 1-6" INSERTA VALVE ,_ +I VA L IN « _ oz _ +l POLYMER OX 1-6 45 BEND 1-6 PLUG (SEE DETAIL, SHEET 10E) � u , Q: �4 o (CONTRACTOR SHALL USE INSERTA F = E l 6 PVC (SDR-35) « HL.. 0 z E VALVE,-M-AVQID BOSS OF UTILITY t u SANITARY 1-2 SADDLE W/ CORP STOP � M z cc DURING CONSTRUCTION, F II Ln VIIIT „UTILITY PROVIDE a LATERAL T 1 4" 2 5' BEND u 1.00X, TYP. (C0. ` w �O Q ".".. 0' MIN 1-6 22.5 BEND _ N uJ oc = It INV. 3. w w w c �� w � � nI . ELOW PROPOSED � � PRIVATE HOLE �' TYPE A 6 D 18 WATER`MAIN F ) .� � O m N �` n STA. 13+25, 5.0O?uGL O TO BE LOCA 5.0 INSII� � O N PRO CT COUNDARY II TOP EL = 6.48 aw. ._ ..,,.... It 4 _ .. V. IN 2.97 { _ I a 0 � INV. IN 2 97 6 N a m WATER V d ER STORM Z i + Fr I = i i r' _� t NV. OUT I EL 2.80 r F S Q 6 MIN A DOG . LEAR u . .......:::::: r , - » Z - w - - Il l .• 30 IN. i�OV ER - �1 POLY PIPE WATER .._ _ _. . SERVICE TO RESTROOM w L r + w t I SADDLE W a LE R XI / E S NG 6 WA .�� i TER --- ''' -- i V -1.16--- II wEsr INV. DOG POND B N PROPO SED t CORP STOP � , It I � - a q P I I I' • OWE INSER A t c ETV AND PLUS VES G _ tt 5 i F 1 t I F 68 L.F. N w \ ALL WA IN JOINTS ON l " / ) DROP INLET- 3 T 6" DATER N BETWEEN i GRATE EL=3.93 C 8 PVC SDR35 OS = 0.40X sa„H INV.--a9s p T SHALL BE STRAINED - " 0 a „ 4 II Z PR W �� 30 BE� PROPOSED WATER MAILOW � A N .Tk3� Q -� PTO �AMJIND U PASS N BE \ OVER EXISTING SANITARY SEWER II Z ' « Ill O 2-6 90 BENDS o u Li I 6 MIN. HORIZON ARATION I . 6 PVC DR 18 cn HORIZONTAL SEP BE INLET FIRE MAIN « GR 9.00 n w 1-6 INSERTA VALVE INT/NW 2 SANITARY OVER STORM F m 6 �, 1 MIN. 6 PLUG NCLEAR) SEE DETAI SHEET"�10E L. ( 0 AI STORM DRAIN OLE v SANITARY MANHOLE TOP-8.53 (CONTRACTOR SHA USE INSERTA VALVE l 36 MIN. COVER) TOP 9.93 - FULL OF WATER w • 10 AVUIU LOSS OF UTILITY DURING1-6 22.5 BEND INV.S 3.43 8' E i EN M PVG. - ----- - _ _ - - PVC INV.W. 4.36 ------ ---- -- - - ---- ---- - cfl - - , 1-40 22.5 BEND A'PVLrPI� 8T PVC PPE w cn WATER a � .. SERVICE 6� �S` D [� r- ^T"�V w ' } W3, W a A�ii � i � €,�F'X..r it. » r Ili CONNECT TO EXISTING 6 WATER MAIN VIA 6 TAPPING SLEEVE AND, m ; {. n t So t 6 TAPPING I� VALVE (COORDINATE WITH UTILITY PRO a ( TE CONNECTION WI U PROVIDER. t _ £ i i, CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR EXISTING awx. UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND ELEVATION "' . WATER SERVIC W 2 'y' SANTARY HOLE OVER FIRE MAI " ..� Q OF ALL UTILITIES PRIOR TO CONSTRUCTION),NAVST R-1L31=6.77 .: WATER OVER IN.W.-1 43 (Ej A �� W l EAST RIM OF TARP MANHOLE 36 MIN N. CID VE = EX. SANITARY E3EVAIM 17N.A.V.u.1666OA7UM � Z _ - I 6" MIN. CLEAR 56 LF. N < _. F.F. ELS; _ ( ) 8.25 ...� .,. 0 „ L O X30 MIN. COVER 8 PVC SDR35 L1J ( ) cP+ uo _ ° CORE AND CONNECT TO EXISTING SANITARY O S 0.407E � w ♦♦^^ J MANHOLE PROPOSED INV. EL 1.45 " v, 0 CONTRACTOR SHALL VERIFY--SIZE AND MANHOLE #4, TYPE A >> 1-4 TEE F PRIVATE 1-2" 1-4 GATE LOCATION ON OF EXISTING INVERTS -PRIOR TO '�.�'�: SHOP DRAWING SUBMITTAL AND NOTIFY STA. 12+60. 6.0' L DDLE W/ Q z TOP EL - 6.84 ORP STOP 6" PVC 2t Z - ENGINEER OF ANY DISCREPANCIES) -.I o INV. IN EL = 2.52 N LATERA Q INV. IN EL 1.78 ST S= 1.00X„ INV. OUT EL = 1.68 W F.F.FFE5 NX (CO. INV. 3.0' MIN. ,�2 �/ o : :. BELOW PROPOSED 1- " FIREHYDRANT v NOTES• GRADE) ASSEMBLY 0 1. REFER TO SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. o NGS ON RECORD DRAWINGS. INVERTS, LOCATIONS, _ CROSSINGS w � 2. CONTRACTOR SHALL VERIFY ALL UTILITY CR ( 1 2 BALL WQ .. � �' f YAHHHC U ELEVATION)ND ELEV OU H�w TOP � PIPE AND GR sET TION VA I SEPARATION. LVE N 0 » IS ABOVE HSIRB WATER MAIN EN W TION WH H3J:V SEPARATION -..� VERTICAL POLYMER OLYMER BOX � AI MIN. o SHALL MAINTAIN N 6 TRACTOR w 3. CON. e r=; i NAV 1SM oA1l ,:^-^�. " VERTICAL ARA T10N � EN STORM SEWER OR GRAVITY SANITARY SEWER AND MAINTAIN 12Of MIN `��' ACTOR SHALL VERIFY w ....: �- TR � � ` CON � GRAVITY SANITARY Y SE WER. CLw STORM SEWER OR GR A � OW S WATER MAIN IS BEL _ i 6 SANITARY SEWER .. �: . ..�.:�' � 1 6 90 BEND CROSSINGS ON RECORD DRAWINGS(SEE NOTE 2). } SERVICE (TYP.) w 4. CONTRACTOR SHALL MAINTAIN 3.0 MIN. HORIZONTAL SEPARATION BETWEEN WATER MAIN, STORM. SEWER PIPE AND STRUCTURES. CONTRACTOR SHALL MAINTAIN 6' MIN. HORIZONTAL SEPARATION SANITARY OVER STORM w BETWEEN WATER MAIN AND FORCE MAIN OR GRAVITY SANITARY SEWER MAINS AND MANHOLES. (6" MIN. CLEAR) m 0 GATE VALVES SHALL HAVE A CAST IRON BOX AND SHALL BE LOCATED OUTSIDE OF PAVED :: ALL (36" MIN. COVER) 5. AREAS. CURBS AND SIDEWALKS EXCEPT AS NOTED. w 265 LF. N " ui ---� Q o S. GENERALLY, PLAN SHEETS DEPICT HORIZONTAL BENDS ONLY; CONTRACTOR SHALL CONSTRUCT 8 PVC (SDR35) t LL - Z S AS REQUIRED FOR VERTICAL CROSSINGS AND COST FOR VERTICAL BENDS SHALLm. VERTICAL BEND QU O S = 0.40X F.F.F.F8.20 + ~ N BE INCLUDED IN THE BID PRICE. 7. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES (LOCATION AND I _ 0 INVERTS) AND SHALL EXERCISE CAUTION WHEN WORKING NEAR ALL EXISTING UTILITIES AND F.F. EL Q ERE ARE DISCREPANCIES OR CONFLICTS. U « = 8.20 � rf SHALL NOTIFY PROJECT ENGINEER IMMEDIATELY IF THERE « 1_2 €� z _ cv BOX AND - z IRON 1 CAST 2 BALL W Q 8. ALL FIRE HYDRANT ASSEMBLIES SHALL INCLUDE A 1-60 GATE VALVE / �t p - FIRE HYDRANT. (SEE DETAILS) VALVE IN ADDLE W/ _ �,., (n POLYMER ORP STOP _:: 1_ " � W � ALL BE LOCATED 3.0 TO 10.0 OFF OF BACK OF CURB. OLYMER BOX 4 TEE 9. FIRE HYDRANTS SH .� » _ � w w � 1-4 GATE V +� � w Y T ELEVATIONS ARE AT CENTERLINE OF MANHOLE. r MANHOLE INVERT U 10. ALL �.._ r tY �i USED IN ACCORDANCE DAN CE WITH TABLE ON SHEET 10E. fF RESTRAINTS SHALL BE •� MECHANICAL PIPE RESTR ¢ � 11. MECHA 12. ALL SANITARY SEWER SERVICE LATERALS STUB OUT TO BUILDINGS SHALL TERMINATE WITH INVERT t U ELEVATION OF 4.20' MIN. BELOW FINISH FLOOR. w W ». :. 13. ALL WATER SERVICE STUB OUTS TO BUILDINGS SHALL BE TERMINATED WITH A PLUG FOR » �ti _J CONNECTION BY BUILDING CONTRACTOR. 1 POLYPIPE >::;::::<:::::<:'.:< WATER SERVICE + + _ z I z ' t Q » + U- 1-1 STUB FOR HOSE ' '' t{� BIB CONNECTION A DUMPSTER AREA Qcr 1 6 GO' BEND � z _ � 1 ARY BACTERIOLOGICAL TEMPOR ..t. + 0 a:. ♦ y Iy NG PONT SAMPLING .� P j CL CONNECT TO EXISTING 8 WATER MANN VIA I"x6 TAPPING SLEEVE F �� .� •.•• ••.• w c k.PRMIUXTE LOCq OF AND 8' TAPPNNG VALVE (C00RDIIAlE CMNIECTION WITH UTILITY SANITARY OVER STORM I { (6" MIN. CLEAR 1 F L MANHOLE1 1'�E NA» v;• c EXISTING 8" WATER MAIN PROVIDER. CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR I .� �/.l�j cn EXISTING U71UMB AND SHALL FOLD VERY SI LOCATION AND I PRIVATE- • - r �. (36 MIN. COVER) 52 LF. N STA. 10+40, ; , o 4 f ELEVATION OF ALL UTILITIES PRIOR TD CONSTRUCTION) I e' PVC (SDR35) 5 ' L =Ste. •Z r I 1I 4« GA VALVE F.F. EL O S = .407E TOP EL = 6.84 « «• 1 PORARY INV. IN EL 3. 2 (6 ) SE � • i ''� Q M. FLUSHING YDRANT = 8.15 INV. OUT EL = 15 W s� FL MANHOLE f2. TYPE "A" y •• ••• N 3 co PRIVATE ` ,ry"y!•�h p ` °�+uG STA. 10+9 5.00' L 2. + TOP EL 6.679 OEM MAW' �""'�-`�'� � Project No.: .°' APPROXI TE LOCATION OF ,� INV. IN 3.32 294E "�~`m ""`- j p ATS_ aHIL 16-01-0006 i " = Flom OPnc EXI NG 6 WATER MAIN V.o.I oAtw INV. ,"'E� 2.84 N / OCAMI IM ER Designed: Drawn: Ir" w 14}............� 1 t o.w:oH>A'0°iur - - - - - - - - - - - - - - �- - -- --� �\ J.E.W. D.C.G. m �� UNDERGROUND _ Checked: O.C.: T.B.W. R.C.W. sTawH MANHOLE a_s.46 Date: r HNLET NOVEMBER 12, 2015 o GRATE EL-6.53 I I ORALE EL-.&42 MATCHLINE SEE ABOVE v� m �MY. at I I ATLANTIC BOULEVARD S°""'"V. &24 Scale: ,w �I I lit = 30' (100' ROW) 1-6 90 BEND SII nlI .....,.�..,.,,.._.�._.�.•�....,.,_.,µ.-� ...�=:. �...,.�,.". `� Sheet • V CU NE -�+ N O EDGE OF DETE M TABLE �., u � 1• WARNING " DOME PATTERNS SHALL ' s--r u v M 1.6 MIN. BE IN-LINE WITH THE A/ 0 o g•5" 7.5w < 2" 2.4" MAX. DIRECTION OF TRAVEL. f BRICK *�� •o V �, -- t° I FILTER FABRIC---.,,,, f •_ 4j �~ V V 2� iv TRUNCATED DOME COVER 2-#8 @ 6°O.C. .� o v (SEE DETAIL) �` POST DRIVEN INTO u m VALLEY CURB 0 � GROUND 18 MIN. � ..J �o N.T.S. M E W a �� O Z 0.9" MIN. 0.2"±0.02" FLOWFf GRADE ^� Q m 1.4 MAX. M X 0 0 INTEGRAL ff f •� cn C » DOME f a 4 0 LJ (u a' 4"R SLOPE TO MATCHLJ 10" SLOPE OF ADJACENT d: I WIRE OR NETTING PLAN 4 4 4 4 o O •cu � M N � m i• m W r D W. i Z T-1 » PAVEMENT OOOPRECAST IN ACCORDANCE o R SECTION WITH LATEST EDITIONS i A TRUNCATED DOME OFASTM C478 o Z 1 2*R 6» PAVEMENT SLOPING ENVIROFENCE 100X MATH SED. FILTER MANHOLE COVER AND FRAME M E � � 6-3/� � • Z ti AWAY FROM GUTTER FABRIC, NETTING do FENCE PER CITY OF JAx. STD. Ln ' C 00 GROUT � -� � < � 0 0 0 0 NN� 8 •_ N - 18" EDGE OF DETECTABLE NOTE: USE ADA PAVERS OR • o.0 o 0 WARNING APPROVED EQUIVALENT M o '- N MIAMI CURB & GUTTER HIGH SIDE 2,�„ BRICK •- Q N.T.S. ; GROUT,"RAMNEK"OR m Z 2"CLEAR �. Z BASE-TO BASE SPACING SH LL BE 0.65" MINIMUM BETWEEN DOMES. ' "o"RING JOINTS < PIPE MUST WHERE REQ D. y H �/ NOT BE IN = U C PLAN �� p CONST.JOINT a LIJ W MINIMUM WALL THICKNESS SHALL71) .L /� Mf IL � D � BE ONE TWELFTH OF THE DIAM. � " PAVEMENT SLOPING 2"CLEAR OF THE RISER,WITH A MINIMUM a- 1/4" �j//�/� "/FT. WALL THICKNESS OF 5". Ir 1 4 LIP ASPHALT TOWARD GUTTER ABOVE CURB ALL SIDEWALK CURB AMPS SHALL HAVE DETECTABLE WARNING LI' »R » 4"x4" TRENCH MIN. 0 is 4 10 SURFACES THAT EXTE D THE FULL WIDTH OF THE RAMP AND �� BEARING CAP PIPES SHALL BE FLUSH _ O IN THE DIRECTION OF TRAVEL 24" FROM THE BACK OF CURB 2000 P.S.F. • ' WITH INSIDE WALL. Fn N z 8"R1/2"R ELEVATION Of < 9 < » = 7" CURB RAIAP DETECTABLE WARNING SILT FENCE DETAIL o 6 � � N.T.S.- N.T.S. N'T' NOTE: FOR ADDITIONAL STRUCTURAL DETAILS REFER TO PLATE D-110 W 18" A 4" STORM SEWER J-1 MANHOLE m N.T.S. v o MIAMI CURB & GUTTER LOW SIDE). v o l O O a^.f�„\\eFf e F`'• .Ff •f FeF ,•✓,F f ff fFF F •f ,d ff9 •d f`•,e° • -". ,+F / FF f a a a a Z Z N.T.S. �'" \L80 wCOMPACTED SUBGRADE UNDER SIDEWALK CURB AND CURB & GUTTER NOTES: ;` $ ' 9r-% MAX. DENSITY (A.A.S.H.T.O. T-180) 1. M ATERI ALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST TUR DOWN AS REQUIRED TO KEEP Q FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE "A" = 3" MIN. BELOW ADJACENT GRADE Z CL CONSTRUCTION. z 2.CONCRETE SHALL BE CLASS 1 CONCRETE WITH A MINIMUM 28 Of DAY COMPRESSIVE STRENGTH OF 3,000 PSI. A T GRADE _ Q 0 3.WHEN USED ON THE HIGH SIDE OF ROADWAY SECTIONS, THE 00 W � J CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE 4-4 SLOT OPENINGS SHALL Q -� OF THE ADJACENT PAVEMENT. WHERE THIS CONDITION IS NOTES: 3,_4» " » NOT BE IN WALLS - ENCOUNTERED, THE FRONT FACE VERTICAL DIMENSION SHALL 1. CONSTRUCT STRAIGHT JOINS WITH FACE PERPENDICULAR TO �-- 5 3/4 --j 5 3/4 WITH GRATE SEAT 0 < z REMAIN AS SHOWN FOR NORMAL SECTIONS SHOWN HEREON. SURFACE OF CONCRETE. RAVERSE JOINTS SHALL BE AT RIGHT o o X" RCP Z ~ w ANGLES TO CENTERLINE UNLESS OTHERWISE INDICATED ON PLANS. o o �'� W 2.PROVIDE EXPANSION JOINT AT 100' INTERVAL MAXIMUM SPACING o �o N GRATE LO a Q o ON CENTER. o o o x 3.PROVIDE EXPANSION JOINT FILLER FOR JOINTS ABUTTING CURBS, o o I. "� N o CATCH BASINS, MANHOLES, INLETS STRUCTURES, WALKS AND OTHER d- o o N Z o FIXED OBJECTS UNLESS 0 ERWISE INDICATED ON PLANS. o o F. " 1 - 0 4.EXTEND JOINTS FILLER FUL WIDTH AND DEPTH OF JOINT, AND NOTE: CONC. DESIGN o BELOW FINISHED SURFACE. PLACE SEALANT OVER JOINT FILLER o o t I STRENGTH Q x 0 o I 4000 P.S.I. CL PER MANUFACTURERS REC MMENDATIONS. o O " w 5.USE PREMOLDED ASPHALT IMPREGNATED FIBERBOARD, 1h" THICK �o �o '): '� O.C.® 12 W CONFORMING TO ASTM D1751. O. E.W. oo m 6.CONTRACTION JOINT SHALL BE SAW CUT (1/" WIDE BY 1" DEEP). » .' .� » o 7.FINISHED SURFACE FOR CONCRETE SIDEWALK SHALL BE GRAY " J CONCRETE WITH LIGHT BROOM FINISH PERPENDICULAR TO LINE OF 8" 2 -0 8" LL z W J Q o 1.5" TYPE S-3 ASPHALTIC TRAFFIC. GROUT, OR 2 1/4" 5 3/4" � _� CONCRETE SURFACE COURSE &PROVIDE CRACK CONTROL JOINTS OO(SAME AS WIDTH) O.C. w 1 �:' : RAM-NEK 5 3/4 2 1 4" O Z a 9.PROVIDE 16 STRIP SOD ADJACENT TO ALL EDGES OF SIDEWALK, JOINTS WHERE / / ALL EXPOSED CORNERS = W z CURB AND PAVEMENT AREAS. � � REQUIRED AND EDGES TO ESE = U � 10. CONCRETE COMPRESSIO STRENGTH 3000 P.S.I. OO 28 DAYS EYE �2" CHAMFERED 3/4 Z Q o _ z 11. SIDEWALK TO BE CONSTRUCTED WITH SLOPES COMPLYING TO 4'-4" BOLTS w W z_ WITH LATEST ADA CODE AND FDOT INDEX 304. SIDEWALK MAX » » W Ix 2 x2 x1 4 ANGLE w LINEAR SLOPE OF 5.0% AN MAX CROSS SLOPE OF 2.0% : 2" IRON GATE SEAT W » O Of oc 2-1/4--{ f--- PIPE ROTATED (SEE PLATE D-209) U a� 3'-0" FOR CLARITY - w W �F CONCRETE WALK N.T.S. ,� I. I: F- Z O z Q o 6 LIMEROCK BASE LBR 100 COMPACTED » co v TO A MINIMUM 98% OF THE MODIFIED ,n N s x uo PROCTOR MAXIMUM DRY DENSITY x ( 00 " Q FINISHED GRADE N I I 0 8 _ 3 (A.A.S.H.T.O. T-180). PRIMED ENTIRE WIDTH w Q w 'a " ) N N H 12 STABILIZED SUBGRADE MINIMUM LBR 401 " » j 0 MAXIMUM PLASTIC INDEX OF 6, COMPACTED TO z 5-3/4 5-3/4 " a MINIMUM DENSITY OF 989 OF THE MODIFIED PROCTOR - GROUT, OR RAM-NEK ,�,.•�� w 0 1 R-T CONCRETE ao ao JOINTS WHEN REQUIRED ��' %,-71,••• •••••..�� o MAXIMUM DRY DENSITY A.A.S.H.T.O. T-180 . N ••fo •., ( ) VALVE JACKET z �Q;• cnT NOTES: PLAN VIEW #4 BARS 0 6" O.C. :Z • .w 1. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. * < MINIMUM BEARINGS CAPACITY 2,000 PSF " t,�l; �•�j-•� � 2.SOIL ANALYSIS MAY INDICATE THE NEED FOR THICKER a COURSES THAN THOSE HEREIN. THE PAVEMENT : . 1/2 /FT. �. PIPE ROTATED FOR CLARITY s,'L�;; ••• o v, BASE CO 3 THICKNESS SHOWN HEREIN ARE NOT INTENDED TO BE SECTION VIEW _ ,'� ••• ....••••Q o ABSOLUTE, BUT ARE PRELIMINARY CRITERIA AND MAY BE ',hyhhNp T..Nl ,, v� MODIFIED TO ACCOMMODATE THE BEARING CAPACITY OF VARIOUS SUBGRADES. PVC WYE STORM SEWER TYPE "E" INLET -. PIPE MUST NOT BE IN Project No.: CONSTRUCTION JOINT 16-01-0006 3.ALL ASPHALTIC CONCRETE SHALL MEET THE BRANCH PVC STOPPER N.T.S. � • REQUIREMENTS OF SECTION 331 AND/OR 333, FDOT Designed: Drawn: PIPES SHALL BE FLUSH J.E.W. D.C.G. `� 45'_ WITH INSIDE WALL STANDARD SPECIFICATIONS, LATEST EDITION. Checked: O.C.: � NOTES: - T.B.W. R.C.W. o THESE NOTES APPLY TO ALL INLETS NOT IN F g TYPICAL PAVEMENT SECTION PAVEMENT AREA. `�� f � '� � note: IL N.T.S. INV. ELEV. N PLANS MINIMUM BEARING CAPACITY 2000 PSF NOVEMBER 12, 2015 � GIVEN AT IS POINT 1.CONCRETE DESIGN STRENGTH 4,000 PSI 2.ALL GRATES TO BE TRAFFIC BEARING GRATE Scale: CLEANOU DETAIL 3.CONTRACTOR SHALL PLACE A 10' WIDE SOD MODIFIED TYPE "C" INLET N. .S. COLLAR AROUND INLETS (NOT IN PAVEMENT). N.T.S. Sheet �� I • V NE ASPHALT TRENCH WIDTH VARIES M 0 W/ SIZE OF PIPE L CROWN TRENCH IN -- 3 SIM CK ° � " ' UNIMPROVED AREAS Q f \ F . }f _ , _° "\ (3" MINIMUM •V ) •� u FINISHED o p -� GRADEcu no ' W tv w W 8 PORTLAND CEMENT CONCRETE AT 3500 PSI, COMMON FILL `� '-'M E H W/ 6x6 / 10x10 W.W.F. 111, , ,111 III I IIS � � ? (FDOT STD. SPEC. 346 & 350) -� I I I I I I '- .= N Q EXIST. GRADE \ \ COURSE AGGREGATE SHALL BE GRAVEL OR -) I I I I _� = j O° z \\ o O o p °� STONE MEETING THE REQUIREMENTS OF FDOT SIDE SLOPES PER 11 I I SEE III �` '� o in cUJ SLOPE o 0 0 °,� SECTION 901-2 OR 901-3 RESPECTIVELY. Z) •� _ _ _ _ SEE PLAN o R IA o \�`` THE GRADUATION SHALL MEET SECTION TRENCH SAFETY ACT — NOPE 3 I ( (� > -- W CL - . .- _ • • - N �\° FILTE MATER L p ,, AND OSHA REGULATIONS 901-1.4 GRADES 4, 467, 56, OR 57 STONE. TYPICAL BOII-I SIDES711 _ z •. . -. ..- . —._. • . . Z \�\ O MEDIA ( ) •• .. .; - • .,�. - \ O O O f= \ w — PIPE Z - 6r_1 ..�G o �: • • • • '�.. . :•• .•{' ,� p {,,'' FILTER FABRIC SHALL BE MARAFI US 160 NW —III O D I I i w tG o o O \ OR 140s" OR APPROVED EQUAL AND SHALL o w • •'�;• • k• • : , .: : •. :. . . :• ••:• \,, o p \ I I III I--III--_ M N BE WRAPPED OVER THE TOP OF THE FILTER = IfEl - -II1 III III- • o }\� p o \ MEDIA, DOWN THE SIDES AND ACROSS THE I I o Q 12" STABILIZED SUBGRADE FDOT \.` 0 o p � �\ BOTTOM TO COMPLETELY ENCASE IT. — — = N V , . 160 TYPE B f o °\ 12" MIN. — — ( o w STD. SPEC z \ 0 5 16 w ) I III III :I I I I I- o (MIN LBR 40} O \ 6 PERFORATED PIPE SHALL MEET AASHTO 0 � � � O m cv \ o o HOLES ��\ M252 FOR CORRUGATED POLYETHYLENE i III I I w? a` o 3 - �o J� N EXPANSION do CONTRACTIONS NOTES \ \ ..,°F �� °° } SMOOTH INTERIOR PIPE OR ASTM F758 FOR \ III I 1 1 I I- w V) -- - w d ,3 33 +f °°F`a t;33 '{{ < POLYVINYL CHLORIDE PIPE AND ASTM C508 - a T - °° o a 1. PROVIDE 1/2 PREMOLDED EXPANSION JOINTS AT 30 MAX. SPACING \ \ \, \° \� \\\\ { \ -I I ( I I ( ( a �'\ F\\ \�6\ /\ \ FOR PERFORATION REQUIREMENTS. - — °D Z -PLACE KEY CONTRACTION JOINT OR APPROVED 2 4" MIN. -1 I 1 11 I i 2. PROVIDE STAY-IN - Q 0 EOUIV. AT CENTERLINE OF ROADWAYS AND AT 16 MAX. CAREFULLY COMPACTED _ ................ ............... UNDISTURBED SOIL -III III III 111 lil III III III II ' C SELECTED BACKFILL FREE w a` 3. SPACING TRANSVERSELY SPACING SHALL BE ADJUSTED TO BLEND OF ORGANIC MATERIAL 111 I 1 ( I I ( III III III 1 I I 11 0 ASTHETICALLY WITH PAVING FINISH AS APPROVED BY OWNER. N TES: —III � � �. III--I � I -111 .III ' ' CL HEAVY DUTY CONCRETE PAVEMENT DETAIL 1 PIPE USED FOR SUB SOIL DRAINS SHALL MEET AASHTO M177-721 SPECIFICATIONS FOR UNDISTURBED EARTH w BITUMINOUS FIBER PIPE, AASHTO M 198 FOR ASBESTOS CEMENT PIPE, AASHTO M 198 FOR (SEE NOTE 2) a F_ N.T.S. ALUMINUM PIPE, ASTM C444 FOR CONCRETE PIPE OR ASTM D 3033 FOR 'v, o POLYVINYL-CHLORIDE PIPE. 2 CONTRACTOR SHALL PROVIDE MINIMUM 20' STUBOUTS ON EACH SIDE OF ALL DRAINAGE of a NOTES: z INLETS. STUBOUT LENGTHS IN EXCESS OF 20' MINIMUM SHALL BE AS SHOWN ON PAVING 1.TRENCH AND PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% MAX DENSITY (AASHTO T-180). O AND DRAINAGE SHEETS. 2.USE TYPE A BEDDING TO BE DETERMINED IN THE .FIELD AS DIRECTED BY THE COUNTY. a 3 MINIMUM PIPE SLOPE OF 0.50% 3.15" MAX FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX FOR PIPE DIAMETER 24" AND LARGER. Zn 4 CONTRACTOR SHALL PROVIDE CLEAN OUTS AT EVERY 100 O.C. AND AT END OF PIPE. 4.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 5.ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. a� m ROADWAY UNDERDRAIN DETAIL 6.REFER TO MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 0 0 7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS N.T.S. OF GOVERNING AGENCIES SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH a a a a z° z REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. 0z w � No. FTP-21-06 TYPE 'B' BEDDING & TRENCH DETAIL 0 & FTP-22-06 N.T.S. Q CL 6' 5' 6' Z z 4 < ad a .d 12 w . • v • - e e .e ev e - € 4 LB/FT "U" . • d . . o A .° • a d .•' • • v• ' ' e a� 1" CHANNEL C) J a • ' - • e a _ • ' v (GALVANIZED) 4r. e - - ( • ' ' .•e -'• ve .vd . . ' :e v•' • • TRENCH W TH VARIES Q Q z 1 • .. _ _ A4 a A. i °' °' •• ° a e a 1-1/4 W/ SIZE PIPE z W w / CL o Q Q v PARKING BY _I io 1-13/16" CROWN TRENCH IN DISABLED oo M UNIMPROVED AREAS o PERMIT 1-1/16" I-..F- -1/16" (3" MINIMUM) Z — w ONLY FINISHED NUT & LOCK GRADE > 3-1/20 Q $250. FIN E w 1" COMMON FILL w POST SECTION _ I 1=1 I I III I III III III- m o _ _ 12' ;\� \��\\e.• ' \\\ WASHER 5 16" o SIGN DETAIL / ( •) MACHINE -III III III I III III � _i Q • SCREW OR -Il ' _III III SEE I III- I � Y w _ z - CONC. SIGN BOLT SIDE SLOPES PER NOTE 3 111- Q I— cn WHITE TRENCH SAFETY ACT - II III III I °° z o PAVEMENT AND OSHA REGULATIONS • (TYPICAL BOTH SIDES) III III I I III III_ = U W MARKING M • •, MOUNTING DETAIL i i -I IIE1EII I I I -PIPE—D. I I 1=1 11- W � � o ... '�'.•,�' I III I III I II. � Z QZ ' ll III 11 III—' � W o � Of W w T — O W Y POS =' Q 12" (MIN.) - ....................• . = cy V " -III III I III III III- - W W ad 3-6 WIDE WHITE HANDICAPPED SIGN & POST DETAILS -••-•-•-• I 111 I I V F— CHEVRONS EQUALLY Z r ' N.T.S. - -I � — � 5 SPACED PER AISLE -� I I III I 11= o �— z w CAREFULLY COMPACTED I I1 I I ) I— w — z .......... .......... W NOTES: SELECTED BACKFILL FREE = o .Q w Q J z 0 WW M w w 1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND OF ORGANIC MATERIAL -III I III I a U- : �a m a a a_ WITH REFLECTIVE WHITE SYMBOL AND BORDER. _ I III—_ — o ro 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE PIPE BEDDING -III I o III III= Q �- �O �O N _ i _ in BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. SEE NOTE 8 - I I Q 3 " w 60 w co t° Ld 3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND -II III 111'-'111 III III — °- '�`2 J a J 13- WITH REFLECTIVE WHITE LEGEND AND BORDER. I I -I I I I I 1—f 11 1 I 1—III III— UNDISTURBED EARTH ++w�+""" """��y a BEDDING ROCK �`� w V °D w 0D -i I I I _� I I. . I �- (SEE NOTE 2) ,ate S•,,.. 004, 0 co cm 6 WHITE in O STRIPES `� ••• �• .�' Q� ti O r.�/.• ti. to O o NOTES: - o re= z *° 2" 2" 1. TRENCH AND PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% MAX DENSITY (AASHTO T-180). � a ,8 2.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY. ' ;i y ° 3.15" MAX FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX FOR PIPE DIAMETER 24" AND LARGER.CL •'L „ 4.WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. y''-;�s'• •,,..••'•• �' 3 1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8 . 5.ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 0 2. THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 6.REFER TO MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. C 3. SEE GRADING PLAN FOR ELEVATIONS. 7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS Project No.: '� 4. ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED OF GOVERNING AGENCIES SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH 16-01-0006 o WHITE. H.C. SYMBOL SHALL BE 5 HIGH. REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. Designed: Drawn: 5. DIMENSION ARE TO THE CENTERLINE OF MARKINGS. 8.DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE J.E.W. D.C.G. 0 6. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH PIPE. THE COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO Checked: O.C.: < SHADE 15180 OF FEDERAL STANDARDS 595A. REACH SUITABLE FOUNDATION. 0 7. THE FTP-22-06 PANAL SHALL BE MOUNTED BELOW THE T.B.W. R.C.W. O O FTP-21-06 SIGN. Date: TYPE 'A' BEDDING & TRENCH DETAIL NOVEMBER 12, 2015 , Scale: m ip TYPICAL HANDICAP PARKING SPACES N.T.S. N.T.S. Sheet 8B • 1O V g CA 0 NYLOPL.AST 18" INLINE DRAIN: 2715AG X M b LL.. U O w •O 1, INTEGRATED DUCTILE IRON •� O' � N FRAME&GRATE TO MATCH BASIN O.D. =O J 18"MIN WIDTH GUIDELINEV ADA ' SIZE B C06M +1" 13.75 rn E O In 81 12 Z a:+ a .25 fq �� • _ O � 0 - 12' 12:75 'a m 8m MIN THICKNESS GUIDELINE 'aV. Q W _d 4; Ln Or a` W TRAFFIC LOADS; CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE V "" z MINIMUM PIPE:BURIAL PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED 6+-1 � C).0 O DEPTH PER PIPE TAILING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC M E w INVERT ACCORDING TO MANUFACTURER LOADING,&OTHER APPLICABLE DESIGN FACTORS. O,�., :3z PLANS1`TAKE OFF RECOMMENDATION M Z i r In 3) VARIOUS TYKES OF INLET&OUTLET ADAPTERS AVAILABLE: "-15'FOR CORRUGATED HDPE(ADS N-12MMCOR DUB ALL, .� N V IxN 4 uJ ADSIHANCOR SINGLE WALL),N-12 HP,PVC SEVER(EX:SDR 35), � 0 C m r PVC DWV(EX: SCH 40),PVL,C9001C905,CORRUGATED&RIBBED PVC O N (CORRUGATED HDPE SHOWN) � 8 0\ � C6 cn N CL >, Q m Q F— U 4: W C O L GRATE OPTIONS Ltd RATING PART# DRAWING IL THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER a GRANULAR MATERIAL MEETING THE REQUIREMENTS OF GLASS I, PEDESTRIAN ME>TT$H-10 15McP 70DI-110-207 CLASS 11,OR CLASS III MATERIAL AS DEFINED IN ASTIs,1 D2321_ � STANDARDMEETS 1+20 1mGs 7 1-110a tea w SOUR COVER MEETS H-20 1599CGC 7001-110-2(* BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE EDSTRIv BRONZE NSA r�OPB1 110.�1� C PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTt,10232.1. DOME91As 16 M. GD 1 7001-11"11 •2 O DROP IN GRATE I L*HTDUTY 1 15011)1 J 7001-11 X73 � �> >— (D z 1 -GRATE$ISOLID COVER SHALL BE DUCTILE IRON PER ASTM A5%GRADE 7W-05,-05, D-' Q WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3t301►ERONA AVE 2-FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-5M. OR HAS PROPRIETARY RIGHTS, THE RECEIPT BUFF►:GA 30514 � 3-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO UR POSSESSIONOF THIS PRINT DUES NOT CONFER, DATE #14-03.46 PNN(770}932-2443 ASTM D3212 FCR CORRUGATED HDP3:(ADS N-121HANCOR DUAL WALL1, TRANSFER,OR LICENSE THE USE OF THE DESIGN OR �� t FAX(770)932-2490 p TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PRtI,I±CT NL LINAME wwwmylopla d-vs-cm W N 12 HP` SEWER. REPRODUCTION OF THIS PRINT OR ANY INFORMATION � 4 -DIMENSIONS ARE FOR REFERENCE ONLY.ACTUAL DIMENSIONS MAY VARY. TITLE � CONTAINED RTICL HE E HEREIN,OR MANUFACTURE ANY 15 61 INLINE DRAIN QUICK SPEC INSTALLAMON DETAIL 5-DIMEINS.IONSARE�I INCHES DATE 03-7'5.16 6-SEE DRAWING NO.7001-110-275 FOR ADS N-12&HANCOR DUAL WALL BELL is ARTICLE DEN,E CE FOR THE IFIL WT TO OTHERS m IS FORBIDDEN,EXCEPT BY SPECIFY�VRRT'EN N INFORMATION&DRAWING NO,74 I.110, FOR N-12 HP BE L INFORMATION. PERMISSION FROM NY101�LAST. m� y t. r DWI'S17.E A SCALE 1:20 SHEET 1 OF 1 I NO 7043.1111.026 M E +J O 0 ~ Z z NYLOPLAST 15" GRAIN BASIN: 2818AG X W cr Q a (1.2) INTEGRATED DUCTILE IRON z z FRAME&GRATE:TO MATCH BASIN O.D. o .4 16"MIN WIDTH GUIDELINE MINIMUM PIPE BURIAL W W DEPTH PER PIPEA' ` ---- 8*MIN THICKNESS GUIDELINE. 0 3 MANUFACTURER Q O i RECOMMENDATION U (MIN.MANUFACTURING TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR V p REQ.SANTE AS MIN,SUMP) GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE Z o *,SIGNED TAKING INTO CONSIDERATION LOCAL.SOIL CONDITIONS, � U TRFIC LOADING,&OTHER APPLICABLE DESIGN FACTORS. (3) VARIABLE INVERT HEIGHTS SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. � 0 AVAILABLE(ACCORDING TO O PLANS/TAKE OFF) (5) ADAPTER:ANGLES �1 VARIABLE 0"-360" LL Ld ACCORDING TO PLAINS THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER crW GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, m i �-- CLASS II,OR CLASS I I I MATERIAL AS DEFINED IN ASTM D2321. BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. J O y (3) VARIABLE SUMIP DEPTH U z ACCORDING TO PLANS IN---o to (4) VARIOUS TYPES OF INLET&OUTLET ADAPTERS AVAILABLE: (IV MIN.BASED ON z z TINMANUFACTURING REQ.) o = ,r-15"FOR CORRUGATED HDPE(ADS N-12tHANCOR DUAL WALL, 4*MIN � W Q ADS/HANCOR SINGLE WALL),N-12 HP,PVC SEWER(EX:SDR 35), � M PVC DWV(EX: SCH 40),PVC C9009C905,CORRUGATED&RIBBED PVC � � Of0 (j 0z WATERTIGHT z WATERTIGHT JOINT � W Li CO (CORRUGATED HDPE SHOWN) {TATE OPTIONS LOAD RATING PART# DRAWING# M WLLJ PEDESTRIAN MEETS H-10 15 CGP 7001-110-207 s O U W STANDARD MEETS H-20 15419+vOS 7001-110-208Q Q OLID COVER MEETS X3-20 15WGC 7001-110-209 � U PIa STI IAN BRONZE NLA FOPS xtx�1111 a10 w w � DOME WA 1S O0 7t1Qi 11f�771 Of r DROP IN.q a...:.,,S1 m�73L SHTt#T116070I 7€ #1 (l J _ Z 1 - GRATESISOLID CODER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-504)5, NNNN- W z WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUIWCT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE a �/ z 2- FLIES SHALL BE DUCTILE IRON PER.ASTM ASM GRADE 70-50-05 � Q I..L O NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT. BUFORD.GA 3039$ 3-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING T€3 PLAN DETAILS. � � U OR POSSESSION OF THIS PRAT DUES NOT CONFER, DATE 03-34-06 PFBI(7?43 932-2443 RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING RESTRICTIONS. TRANSFER.OR LICENSE THE USE OF THE DESIGN OR � � St' FAX(7,TO)932.2490 � � WO SEE DRAWING NO 7001-110-065 TECHNICAL IWORMATIONSHOWNN HERE! REVISED BY NIMH PROJECT NOJNAME � �.�ylo�laEst�u.ro�r 4-DRAINAGE CONNECTION STUB JOINTTIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 0 ASTM 03212 FOR CORRUGATED HOPE(AFS N-12MANCOR DUAL WALL), CONTAINED HEREIN,OR MANUFACTURE OF ANY N-12 FTP,&PVC SEWER. ARTICLE HEREI It{1M,FOR THE DIS{:LOSUfi�ETc3OTHFFtS DATE W14-16 15 IN DRAIN BASIN QUICK SPEC INSTALLATION OETAI. � W 3 5 ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0"T€3 3600.TO DETERMINE MINIMUM IS FORBIDDEN,EXCEPT 8Y SPECIFIC WRITTEN tl .� ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7tF01-110-012. PERIAISSI43N PROM NYL T. "E rtnG��€ DING SIZE A SCALE 1:35 SHEET 1 OF 1 DWG NO. 7001-11{I.790 REV E O WIN m .100 bt a atu+++ No 'v co ON .�Q',.•' '• U • z co ,111 N T �•r, �' Q v T � IL -y •• .••• cn Project No.: 16-01-0006 Designed: Drawn: a J.E.W. D.C.G. Checked: O.C.: Cr T.B.W. R.C.W. o Date: o NOVEMBER 12,2015 r p Scale: co / m Sheet 8C • ".O V CU ".O Q M V Lr ,.� V r. '. M cu V O .. O �¢ _ 3 0 te w v0 I` w • W a tv *g (\0 004� ma:3 zN2 ..T. ,-, (z ffW 006 ._.J .O-] APPROXIMATE LOCATION � M = a OF EXISTING 6" WATER EXISTING ALUM UM � .••0 - 00 Z •-, MAIN FENCE � tV ' .. RETAINING �. >. t0.0' EXISTING +� 10.0 :EXISTIN •-� W OP .- d" m ALL T EL VARUS. : , MAINTENANCE % L. . L. I. MAI NENANCE a O as BERM sEE PLAN) cn .... BER M &. 0 UJ EXISTING T w _ OP .OF c . Ln I --- EXITING TSP ( BANK _. _ . .. U. 1 O � EL 6.401 1 a ELS 6.40+; 1. 1.1. 40.E 0 w M>. -M w ',� M SOUTHPOND u . ,� .. p .. _ _. EXI S TING .. ... V �. z . ._. 2.. .. .• : c.`I .�C O . „ s] 5 .. I'llo z M 0 PR w Opo SED A LOC T10N OF O XI N.W.L. L Z E ST1N G m�_ ��. . . �.�_. . �.._ .. �.. . �. �._.. _......... . _ . . �.... .. . .�.�. . . �.�.... ...�... .. ��. . _. . M.m. �. .. RELQC M .- A .. TED 6 WATER B - - -.. �� L.L 1. _.� .�._ N o: _._ . .. f t ._: :.. - . L.% AI #6N. C4VER M N. { 4.:.... 0 % -.,-,..1---.--Ln 0 ...N } 0 p- .. . ir LL L. ark . '� Q �, APPROXIMATE LOCA11ON V1 N V : Li �o , .. . "�, I .. _._ ...... .......... � : 1. OF .1 XISIING 8.. ..: O �. E STiNG: 80TTOM . d' 5 ��. ..� . ..�.� ....... ..... ..�.... .�... mm_. �.� . .�. ...� ... . ...... .�.�.. �� .��. ..�� r. _.. ._... �....� ..... .. O . .. m �.�� m �� m_ _. ..�..� �� SANITARY SEWER tN° N 5 -_ �.. �.�. AI O N1. 1. 1. EL= -- 6.10+ 1. O O GRA E BR OF I D O D NSI E I1. ao %1. E/1K % 1. L, ,-� N -- _ .....% .....:.:..... ...... ... ....... ...._. ....... ....... _ .. .......... TOP OF B TO AIDCI. y, 0 .... ......... .. ............... - a INCREASE TO EL= 4.4 _ .:" '1 o SECTION 1 WHERE ADJACENT TO m z " 9 SANITARY SEWER MAIN TO a 'a HORIZ 1 =20 6 c VERT. 1"=10' PROVIDE 30" MIN. COVER �- .� OVER MAIN Li CL O a oc W C F— o O - 'i-n '> � cu z � a 0 0 w N D - 4:1 SLOPE TO W MEET EXISTING a) m GRADE � O EXISTING 6' ~ ........... 0 10.0" EXISTiN _ N 1 Q................... ' XI E a `a "' a � � � ° O MAINTENAN ; z z STING BERM NTENANCE FENCE BERM �I� ......... ....__. EXISTING TOP..OF BANK. .. ..... 1 0 .....L L:''' %'-L L:'' L �: : I .. ; : L 1 0:. ... �,.��..�,,..-�... .......L,.L.....�..�. .Em.5nNG TOP.....OF:BANK ... ..._.. ..__... : EL= 6.40E EL + ... 6.40 . .. �. .� .. .�. I - " PROPOSED z � �� .. SEXJTHPOND `` RETAINING WALL I � . .EXISTING Q - . 5 (TOP EL: VARIES,.. 5 O a_ EL= 6.90+ � L . SEE PLAN) \" �� _. .. ._... _._.w . . _. . .D(ISTING NW:L...._.. _._ .. _a :.". - �, z _. of O EL— 0.90+ a_ 0 Q O ELa 3.90 APPROXIMATE w . U � LOCATION OF : z : �' �w. G 8" — o ... . : : .� :. ......... : : q L . : i . . : EX ISTiN -5 _ EJ(f SnNG BOTT�_ SANITARY...SEWER ..,......-5 O L : : q . EL= (-)6.1Of . : : : . MAIN . — z 0 �-• - 0 -10 Li _ 10 O U SEC11ON 2 2 W d H I 1"_ 6 o 20 co VERT.' 1"=10' 0 0 Z w 0 I 0 0of a w X w m o _! J ~ W Q o � LL _ z I - Z> F- N_ O Z o = U W z U Z Q o _ Z 11�,- 3: W u- W - M Of W 0LL" W O W w ... ....... ..... ...-- .. _.... . . ...... % ... % .. A AT1C IVE 1 QU DR R/W ~ U w LtJ 3.1 MAXIMUM SLOPE : 1 O BEHIND BUILDING : ci : 0 R : a 5 GONG ETE w BUILDIN PAD (SOD ALL DISTURBED SIDEWALK (2.Ox Z z : .�.F. EL. = 8.25 AREAS. TYP.) MAXIMUM CROSS 4:1 MAX:SLOPE ........ . . z a < 8 : _. _. < W _ . ___ : 3.5 SLE1P'E T1�P:)... 8 SOD DISTURBED: v 1 im AREA IN R/W) w O vs . _ wr.. ��W - �� EXISTING MIAMI .�,........�.....: --' .... : � I ..... ___ _ 3 60 < R _ �w ..v. _�_ CUR AND TTER 6 � - _a : I I : . .. : �v : Q B_ GU i- w C 4 EXISTING GR E PROPQSED GRADE . . ��.. _� �� __.w.. _ .u. . _ .._� _� v ��. �... __ o ._ ... ...�.-. a � . _.. -LL ....... %: � : . r__. . : : . I . 444 N ��% . . : 4 . . u�aunffq!! QL * W O �••'� '••• z y ~ to I --4z ._..._ _.....,...... • 0 2 2L— V) IL SECTION 3 Z: • q HORIZ 1 =4' 6 :� ` t°-i O VERT. 1"=4' . :W *11�r•- d Q Q o ;�i Z � � • �" o 3 C !�!!lfffMo .••N.�N 16-01-00 .3 Project No.: 0 06 Designed: Drawn: W J.E.W. D.C.G. Cr IQ Checked: 0.C.: c T.B.W. R.C.W. Date: O NOVEMBER 12, 2015 T ,O W T Scale: 1" =20' 0 T Sheet 9 • � 4' DIA REINFORCED �", N HORIZONTAL & VERTICAL SEPARATION REQU I REM ENTS CONCRETE MANHOLE 0 (1) M (NP) J 4-0 .. M Q, FF �� N g PROPOSED UTILITY 3. F ' 11/4" ' �, 0 CUT OFF PIPE `� 40 WOMEN W Q, AT WALL LINE (TYP) , INFLUENT SEWER PIPE v V POTABLE WATER WASTEWATER RECLAIMED WATER VACUUM SEWERS '` '} ` °F �.`:_ ,. . (SEE NOTE#1) 'n O 6 (TYP.) g` V M o JOINT JOINT JOINT JOINT f; 9 `` ` IZ. VERT. HORIZ. VERT. �� -21/4" FLOW HORIZ. VERT. HOR F M CONFLICTING UTILITY HORIZ. VERT. SPACING* SPACING* SPACING* SPACING* `F F r� �` `. ,° F 2-NON PENETRATING rN - �> O Ln Z 3, PICKHOLES (SEE DETAIL) L10 3' 12" 6' 6 I� s WIDE :" � POTABLE WATER 3 611 TE 2 6'to 10' NOTE 5 NOTE 2 3' 6" NOTE 2 3'to 10' 12 NOTE 2 FF ` ;9` ++ >. NOTE 1 NO °x:°: LEVELING COURSE, 12 (MIN.) '� p m •v 6' 3' 31 31 6 3 3 4� c� ♦�/� ,� FPS° ,, THICKNESS OF GRANULAR �- O W RECLAIMED WATER 3' 6" NOTE 2 NOTE 1 NOTE 1 NOTE 2 3 611 NOTE 2 NOTE 1 6 NOTE 2 FL O R 1 D P �� . . �:'��,. BACKFILL (#57 STONE) O M w a NON-SKID SURFACE ~o .•� W •• 3, 3' 3, o (DIAMOND PATTERN) �, � a� v WASTEWATER 6 3 3 3 (GRAVITY AND FORCE MAIN) 6'to 10' 12" NOTE 2 NOTE 1 NOTE 1 6.� NOTE 1 6 NOTE 2 NOTE 1 6 NOTE 2 CONCRETE TO FORM M o SOLID CLASS "C" 3' 3' PICKHOLE DETAIL O EASY FLOW CURVES W 3 31 3 3 3 CONCRETE, SOLID FILLER E' � O z M Z M VACUUM SEWERS 3' to 10' 12" NOTE 2 NOTE 1 NOTE 1 6 NOTE 1 6 NOTE 2 NOTE 1 6 _ r Ln NOTE 2 BRICKS ONLY ALLOWED AS IC 34 1/8"COVER _ FILLER, NO RUBBLE. \0 Q 00 3� 3' 3' 3' N GRADE TO 1/2"PER FOOT. ,_ N V W RIGHT OF WAYS NOTE 1 N/A N/A NOTE 1 N/A NIA NOTE 1 N/A N/A NOTE 1 N/A NIA Rt m T o NOTES: O o N 8C' 0 v ~ N PERMANENT 3, 3' 3' 3' STRUCTURES N/A N/A N/A N/A N/A N/A N/A N/A 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE o• NOTE 1 NOTE 1 NOTE 1 NOTE 1 N COVER MACHINED SURFACE (SMOOTH) SHALL BE BETWEEN 900 - 1800 UNLESS OTHERWISE APPROVED BY JEA. m z Q (SIGNS, TREES ,POLE C.) Q DOVETAIL GROOVE &GASKET d STORM 3' 12„ 3' 3' 6" 3' 3' 6„ 3' 3' 6" 3' PLAN VIEW S-3 w NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 (SEE DETAIL BELOW) ( ) 35 3/4" 0 a SEWERS 341/4" (FOR SECTION VIEW SEE S-2) of 8 RIBS ALL OTHER 3' 3' 3' „ 3' 3' 3' 3' 3' of UTILITIES NOTE 1 12" NOTE 2 NOTE 1 6NOTE 2 NOTE 1 6„ NOTE 2 NOTE 1 6" NOTE 2 MACHINED SURFACE C: F_ in 0 {' (D Z 311/2" _ MANHOLE FRAME & COVER a Z NOTES: 0 NEOPRENE "T" GASKET RING FINISHED GRADE GROUT n o 40 1/2" 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS COVER V) THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION ui FOR EACH ADDITIONAL FOOT OF DEPTH. RING R \, \ \ � \ \ m 12" NOM, 18" MAX v O 2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION. ; g. '.y f' NOTES: `,,{ ,�, 0 � 3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. PROTECTIVE SKIRT 1. MATERIAL. ASTM A-48 CLASS 35B GRAY IRON. a a a< a a z z 8 2'-8"DIA ' ' ; CONCRETE ADJUSTMENT 4. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. 2. RING WEIGHT 230 LBS APPROX. GROOVE Sc GASKET DETAIL =' RINGS OR BRICKS (TYP) �- :: GROUTED IN PLACE 5. WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM 3. COVER WEIGHT 230 LBS.APPROX. : -:. a9. M LL Q SEPARATION SHALL BE 12 INCHES. Q_ 4. ALL DIMENSIONS ARE SHOWN IN INCHES. _ Z SEPARATION REQUIREMENTS FOR 5. FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA(INCLUDING UTILITY DEDICATION PROJECTS),THE COVER SHALL = a ::a: ` W 0 - INCLUDE THE"JEA" LOGO AND A NEOPRENE GASKET. ��1 '^ vJ vJ WATERWASTEWATER AND RECLAIMED WATER MAINS 6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JEA(SUCH AS PRIVATE SEWER COLLECTION 5" 4'-0"DIA �" ..I SYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA),THE COVER SHALL INCLUDE a; O Q z PLATE W-1 O "SANITARY SEWER" GENERIC LETTERING(NO"JEA"LOGO OR NEOPRENE GASKET). s-o°DIA b PLASTIC JOINT SEALER _ JANUARY 2015 " ,: Z o 6 (SEE NOTE 4) Q.:° (2 SEALERS PER JOINT) Q UJ W EWER MAN OLE FRAME AND COVER SLOPE 1/2" = o �,� , o SANITARY S PER FT. (TYP} ;. �- - o � � U � I s N N JANUARY 2015 PLATE S-1 o SOLID CLASS"C" � Q W ° - U CONCRETE W/SOLID FILLER BRICKS ONLY :.;/t U ALLOWED AS FILLER '' $ REFER TO S-15 DETAIL. a. WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS-NOTES NO RUBBLE , GRADE TO " CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL 1/2" PER FOOT. = ��? A THAT WATER MAINS BE INSTALLED, CLEA �� 1. IT IS REQUIRED � � �- SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555,F.A.C.AND LATEST ;.. � s.� 'M ;� ,. CONSTRUCT SPILLWAY WHERE JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION,THE PHRASE"WATER MAINS"SHALL MEAN MAINS, 6" :'"w: ? VJ ~ INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED,OR FINISHED DRINKING WATER; r r. ABOVE MID HEIGHT OF LOWER I J ". �',� � MANHOLE JOINT "A" "B" "C" "D Q FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE(3)INCHES OR GREATER. IN ADDITION ?w INSIDE WALL °':� R 7° JOINT ANGLE 53.043 52.543 51.500 52.000 " SEWER. - Z THE PHRASE "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. �"' Ln LEVELING COURSE 12"(MIN) O 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE 48"I.D. 5" o (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, UNDISTURBED SOIL MIN. i. ..:. .. ::::... ....... THICKNESS OF GRANULAR = U W Q STORMWATER FORCE MAIN OR PIPELINE CONVEYING RECLAIMED WATER. BEARING CAPACITY: ��'� � �� '� /� �/ /�'/�'`� �'/ �", BACKFILL (57 STONE) Ofz < z PREMOLDED PLASTIC JOINT PREPRIMED JOINT 2000 LB/SQ FT. \ \ }� ,''� 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX(6) SEALER WITH PROTECTIVE SURFACES F IN UNSUITABLE SOILS, W �'' - x'. AND PREFERABLY TEN 10 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR RAPPER TO COVER E TIRE ``` xR. ., � `j( ) W `� p B d OUTSIDE WALL SECTION VIEIV (S-2) OVER-EXCAVATION IS0 w W Y FEET, x' . PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED :_.z'; s# s. - a ',: ' ',•: U JOINT AREA(APPLY JOINT REQUIRED(SEE NOTE#6). WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS :� OUTSIDE WALL C a FOR PLAN VIEW SEE S-3) �- U MAY BE REDUCED TO THREE(3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX(6)INCHES ABOVE THE TOP SEALER TO TOP AND �� p _ BOTTOM SURFACES, ::•.. RAD = 1/8"(TYP) W OF THE SEWER(SPECIAL CASE). _ g' NOTES: �„� �' 0- REMOVE WRAPPER DURING �'. to u') -: INSIDE WALL-�J 'a°: - w 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM-TYPE ASSEMBLY) v ;� �- SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX(6)INCHES,AND p _ 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF Z PREFERABLE TWELVE(12) INCHES, ABOVE OR AT LEAST TWELVE(12) INCHES BELOW THE OUTSIDE QF THE OTHER PIPELINE. : -x �' �� -° A.S.T.M. C-478 WITH 4000 LB. CONC. TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE Q � oZ THE OTHER PIPELINE. JOINT ASSEMBLY DETAIL " " � + FILLED WITH NON-SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. J m U HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE x. :d ' A :° O URE-TYPE SANITARY 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF Q 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESS SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE 3 BITUMINOUS WATERPROOFING MATERIAL. �- w •a OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE(12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. 7 D_ HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. OUTSIDE WALL JOINT CONSTRUCTION DETAIL 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS it INSIDE WALL �:;:as:`. WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. ��ca *• �1 �''• a 3 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED co ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. p EXTERIOR JOINT SEALANT •• •' ' W .• p ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE MEMBRANE (6" MIN) 4. JUNCTION MANHOLE (CLOSEST TO WETWELL)SHALL BE 5' DIA WITH SPECIALTY LINER. cn o (3) FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS STORM SEWERS STORMWATER FORCE MAINS OR PIPELINES ..` CENTERED ON JOINT IL ' EXCESS JOINT SEALER 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6"WIDE (MIN) EXTERIOR JOINT TAPE U Q CONVEYING RECLAIMED WATER, AND AT LEAST SIX(6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SHALL BE TRIMMED SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER. ALL LIFTING HOLES (INSERTS) Z ?a (WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. _ � FLUSH TO INSIDE SHALL BE FILLED WITH Z r 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE(3)FEET FROM ANY SURFACE a`, ;qR.. 6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, ` � ` NON-SHRINK GROUT AND EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER;AT LEAST _?- 'a ti� '•.. �•�,� �_ THREE 3 FEET AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER;AT % �. '�.° COATED WITH BITUMINOUS OH AND PT)THE SOILS SHALL BE OVER-EXCAVATED AN ADDITIONAL 24 (AT A MIN.)AND BACKFILLED WITH ( ) WATERPROOFING MATERIAL AASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557)OR OVER-EXCAVATE AN ADDITIONAL 12" (AT A MIN.) ""►•,,�� •�[ „Q,,..,`` LEAST SIX(6) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE AND BACKFILL WITH GRANULAR BACKFILL(57 STONE). SANITARY SEWER OR WASTEWATER FORCE MAIN. ..•, C Project NO.- CD G 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM COMPLETED JOINT DETAIL 16-01-0006 ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER Designed: Drawn: v MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE,THE J.E.W. D.C.G. Cr CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, PRIOR TO CONSTRUCTION. SANITARY SEWER TYPE "A" MANHOLE Checked: O.C.: PRECAST SEWER MANHOLE JOINT DETAIL T.B.W. R.C.W. Date: JANUARY 015 PLATE S-17 8"-21 " SEWERS NO VEMBER 12, 2015 ON UTILITY SEPARATION REQUIREMENTS Scale: JANUARY 2015 PLATES S-2, S-3 JANUARY 2015 PLATE W-11 Sheet 1 OA SEWER LATERAL MARKER REQUIRED EXIST. YARD PIPING CONNECTION • q} dam' TO BE DETERMINED IN FIELD V N E FOR NEW DEVELOPMENT AREA C-4 0 (SEE OTE#1) IF NO CURB SCRIBE LETTER SIDEWALK "S" IN FRONT OF SIDEWALK (PAINT GREEN) V '0 3 '-" N JOIN TO EXIST. CONN. IN FRONT OF V •� J f"ISIDEWALK, DRIVEWAY OR P/L "� SCRIBE THE LETTER"S" MIN. OF 2" � 0_0 CURB �� `��+ '-'` HIGH & 1/4 DEEP IN CURB (PAINT GREEN) cA E C - � Z � S _ �■ 0 \0 o z HOUSE LATERAL(SEE NOTES#2&#4) Ln N Q bfJ ++ J '=10 H m !C d wo 6" BEND SHORT RADIUS C Wm O >C .- � m w IL o STANDARD TEE-WYE FITTING(TYP) 00o GRAVITY CE OF SEWER AND STREET F- 0 0 w SEWER UNLESS SHOWN OTHERWISE ' 0(v Cn Z of eEa ON PLANS r Ln Boo- In ao = N N V w O m N J O � O C6 cn m — N a o Z) wM TOP OF PAVEMENT AVG. GRADE SURFACE Z QQ�- Z - w w ° Y FOR SECTION VIEW SEE S-20 .�.. A v•. vw u we FF ` f a{' 's O uJ a w w o VARIES 7. . '••g`A: .`��. \\'`\\ \\\ \\ \ I a J w � F �''`' q � It VARIABLE TO BE DETERMINED w ELECTRONIC"SEWER" BY ENGINEER IN FIELD FOR EXIST. PIPE o F MARKER(SEE NOTE#1} EXCEEDING T-0" DEPTH 'in P/L - - - - 6" PVC BEND FLEXIBLE ADAPTER a NOTES: COUPLING (FERNCO OR EQUAL) zo 6 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST,AN ELECTRONIC"SEWER"MARKER IS PVC SEWER SERVICE //w//� REQUIRED FOR ALL LATERALS WHICH ARE"NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS t ` ' A'' `' LATERAL MIN SLOPE 1/8" Z) "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED GREEN)SHALL BE INSTALLED TO MARK THE FFF PER FOOT (NOTE#2) Li m LOCATION OF THE 6 PLUG. + SAND CUSHION 3" MIN. 0 0 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE (NOTE#3) ~ 60 FEET(LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). a a a Z z EXISTING CONFLICT PIPE cn 3. NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 16"AND LARGER. H- 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING) NOTES: WITH A"DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR-26. Q 1. ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES. w HOUSE LATERAL - PLAN VIEW z 2. FLATTER SLOPES MUST BE PRE-APPROVED BY JEA O&M MANAGER(ONLY) PRIOR TO CONSTRUCTION. - W W JANUARY 2015 PLATE S-19 O 3. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE w MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557. J o SEWER SERVICE LATERAL MARKER 0 REQUIRED FOR NEW DEVELOPMENT Z Q z AREAS (SEE NOTE#1) HOUSE LATERAL OVER CONFLICT PIPE i-- 0 12"MAX 5. CURB &GUTTER ----- =-t -- Q w w WIDTH OF RIGHT-OF-WAY VARIES JANUARY 2015 PLATE S-23D_ Q O U ENGRAVE IN CURB THE LETTEROD AVG. o AVG. GROUND SURFACE W of ELECTRIC"SEWER" MARKER SAT SEWER HOUSE SERVICE I..� (SEE NOTE#1) LOCATION (PAINT GREEN) < v TOP OF PAVEMENT o Lu O�/ CL w : U) z > w "f\• 0-i �F. L) z EXIST. 4"YARD PIPING m N o w CONNECTION (TO BE LOCATED O F W WIDTH OF TRENCH F- \\ (NOTE#3) PRIOR TO INSTALLING TEE J - M \ BRANCH). PROVIDE FLEXIBLE W Q s. ADAPTER� \ \\\ ADAPTER COUPLING(FERNCO z — \%` � FF OR EQUAL). TOP OF PAVEMENT �- Ln AVG. GRADE SURFACE FA X " BENDz `=`` d i\F MP LAY IN UNDISTURBED SOIL . 4.� A �.< . .:. + 74 6 PIPE \ 5�\ F � LAY IN COMPACTED �--~ w� ;� •� s `�� ° '\\\ �\\ Z Qp — z MIN. SLOPE p O \. �` F. . SOIL a VARIES ,.< R — o- 1/8" PER FOOT 0 z \\ \.3 a U- W ,,, p w \`\ '\` STANDARD TEE-WYE FITTING w Y � x FOR EXISTING PIPE PROVIDE 6" PLUG w < ��> \'' (30° MIN., 60° MAX.) EXCEEDING 3'-0" DEPTH �— U < � o OR CONNECTION TO \ A, n YARD PIPING Z � `QJ w FOR PLAN VIEW SEE S-19 EXISTING CONFLICT PIPE _ z O -s'eIs., / �� X, FF f FFA F .a'F F F X F/ I NOTES: \\��\/!\\ ��\` \ � Q o SAND CUSHION 3 MIN. Im (NOTE#3) w M 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST, AN ELECTRONIC"SEWER"MARKER IS REQUIRED FOR +' F ALL LATERALS WHICH ARE"NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS"NOT IN USE",A 6" PVC SEWER SER ICE ;` O ,a LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST(TOP PAINTED GREEN) OR AN ELECTRONIC"SEWER"MARKER SHALL BE INSTALLED TO LATERAL PIPE (MIN SLOPE = : �` N�uu�n�mN, of MARK THE LOCATION OF THE 6"PLUG. ( 118" PER FOOT(NOT #2) ;'�' ;;. ��.•�`� S w 0 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET .�,.•'�� ••••• i�� V) o (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). �a+�•. �' — r 6" PVC BEND "� � .t°� z 3. SEE MEASUREMENT AND PAYMENT SECTION FOR MAXIMUM PAYMENT WIDTHS. :Z i VARIABLE TO BE DETERMINED °' Q 0 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING)WITH A BI ENGINEER IN FIELD «�i Z � �C • 1 0 n. "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR-26. '.• �. a V) Im G 5. UNLESS APPROVED OTHERWISE BY A JEA O&M MANAGER, NO GRAVITY SEWER MAIN WITH SEWER SERVICE LATERALS SHALL BE NOTES : CONSTRUCTED WITH A"DEPTH OF CUT"GREATER THAN 12 FEET. Cs 1. ALTERNATE GRADIENT fOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES. Project No.: 6. SEWER SERVICE LATERALS ASSOCIATED WITH GRAVITY SEWER MAINS WHICH ARE DEEPER THAN 12 FEET, MUST BE ROUTED TO A " 16-01-0006 p GRAVITY SEWER HIGH-LINE, A MANHOLE OR OTHER JEA APPROVED METHOD. 2. FLATTER SLOPE MUST 13E PRE-APPROVEJD BY JEA 0& M MANAGER (ONLY) PRIOR TO CONSTRUCTION Designed: Drawn: v CC 7. THE SEWER SERVICE LATERAL SHALL BE CONSTRUCTED AT A DEPTH TO ALLOW A GRAVITY CONNECTION BY THE CUSTOMER, J.E.W. D.C.G. 47 WHERE POSSIBLE (CONTINGENT UPON MEETING THE CUSTOMER'S ON-SITE CONDITIONS AND LOCAL CONSTRUCTION STANDARDS). 3. THE SOILS BETWEEN T .E NEW MAIN ANDTHE CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE MAXIMUM Checked: O.C.: Q A LATERAL REQUIRING MORE THAN 60" OF COVER MUST BE APPROVED PRIOR TO CONSTRUCTION BY JEA. DENSITY AS DETERMINOD BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D 1557. T.B.W. R.C.W. O Date: HOUSE LATERAL - SECTION VIEW HOUSE LATERAL UNDER CONFLICT PIPE NOVEMBER 12, 2015 o Scale: co JANUARY 2015 PLATE S-20 JANUARY 2015 PLATE 5-24 Sheet 10B A LOCATE WIRE SHALL BE PLACED ON SERVICES 10FT OR GREATER. MJ TEE OR HYDRANT TEE O (ANCHOR TEE)SIZED AS REQUIRED HYDRANT SUMP PROVIDE GRAVEL 90° BEND (TO BE SMOOTH HOSE BIBB M v ( REMOVED) (TO BE REMOVED) �, tv b SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) 3 OR 4 SERVICES (SEE NOTE#5) 5 OR MORE SERVICES (SEE NOTE#5) 3/4" RODS (24" LONG MIN) Q„� V O •~ O 30"MIN. :•t —' _� o P/L P/L WATER SHALL FLOW 'O -00- 27 1/2'JEA ELECTRICAL 4" D.I.P. MAIN (MIN)WHERE :;;`;#.;': f STRAIGHT DOWN 4m V 2 METER W/ MULTIPLE TAPS ARE S V 2' EASEMENT _ (NOT ANGLE) V = ————— — CURB STOP—CONSTRUCTED — —————_ p0 6" PIPE Oco z_ 12 RMI 15 MAX 1-1p OLY `' '-" `' �.': M FINISHED GRADEM. �O'� -- -- -- 3/4' RODS ALONG FIRST 15 LF "r- M E C- 1" POLY TUBING W/"Y" 1" MIP PACK <. a FROM HYDRANT(NOTE#2) Q LA z FITTING JOINT COUPLING �\\\ .._�\� \\ \� \ \�.\� \\� \�`\ \\'�\\\� '�"'' � N Q „ 6" M.J. GATE VALVE (RESTRAINTS REQ.) �� 2-s _ \�,\ ,,\, �\,,,�,�\,, \,,,\ ' �\,, �,, MULTI-SERVICE Y POSITIONED NEAREST TEE FITTING ��``` � ` ` ' "' ` '®� �' �i' '��` `�� ' 100 ;t� R4 --� m (2 FIP INLET AND 3 V 1y" POLY TUBINGOR 4 1" FIP OUTLET) MECHANICAL RESTRAINT REQUIRED (TYP) •, �/?0\O w CY C LONG-SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH WATER MAIN PIPE(y" SIZE MIN.) (TO BE O ._ .? M w� POLY TUBING (1 MIN.) JOINT COUPLING 24 SEPARATION AT A REMOVED) ROUTE TO MIN. (NO GLUED TEES) o PLAN ROADWAY SHOULDER IF � O z REQUIRED(SEE NOTES) dM 0 o 2".POLY TUBING. . . . w s.. 0 z PROVIDE RAISED PAVEMENT MARKER BUSHING IF REQ. (TO BE REMOVED) CMZ M ROAbV1IAY . „ �C Ln . r (SEE NOTE#6) 1 THREADED PLUG(TO BE INSTALLED AFTER \O Q wa` SADDLE W/CORP 2" SADDLE W/CORP STOP. . . . . . . . BACTERIOLOGICAL CLEARANCE IS RECEIVED) N V .STOP�TYP . - .. .7 '. . .� O � m � ) 4"G.V. (MIN} 3-WAY FIRE HYDRANT PUMPER NOZZLE o e 90° DEGREE BEND TO BE REMOVED c� O 0� o N 2 MAX(SEE NOTE#4)C6 0 TO FACE C�OF PAVEMENT ( ) O (SEE NOTES#3&#4) �' cn a 1" CORPORATION STOP CONNECTED WATER MAIN SHORT-SIDE WATER SERVICE WATER VALVE BOX - co DIRECTLY INTO SADDLE (TO REMAIN) m Z CL POLY TUBING (1"MIN.) (COVER PAINTED YELLOW) BREAKABLE FLANGE z � 1"WATER SERVICE SADDLE Q METER BOX LOCATION 2' WATER METER BOX(TYP) LOCATED (1"MIN.)ABOVE FINISHED (TO REMAIN) (NOTE THAT OUTLET, ~ (NEAR UG ELECTRICAL BOX, NOTE#1) 2 7 1/2'JEA ELECTRICAL EASEMENT FINISHED GRADE GRADE w AT 3:00 OR 9:00 POSITION) 0 0 -- -- RNV ._ ,A tY_ r ._ WATER MAIN (SIZE &TYPE VARIES) a 10 x10, JEA ELECTRICAL 177 EASEMENT W/UG ELECTRIC NOTES: BOX OR DRAINAGE T RMI: RIGHT OF WAY LINE 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY o Fn O T EASEMENT(NOTE#3) P/L P/L: PROPERTY LINE LOCATE WIRE IF REQUIRED _ SHOULDERS (NON-TRAFFIC AREAS). >-- P/L LEAVE DRAIN O �> } (SEE NC TE#1) HOLES OPEN W w �' z 0 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTINGS AS NOTED), a DOUBLE 1" WATER SERVICE BARE WIRE DEAD-END w c ) (NOTE#1) AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. SEE NOTE#6 =.a• m w ( ) Q 3. PIPE AND FITTINGS SHALL BE PVC (SCH.40)OR GALV. MATERIAL. W NOTES: N 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A w 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS.ACTUAL LOCATIONS OF BOXES MAY :N=•: SAMPLE TAP BY ALTERNATIVE METHODS{SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. a m +J VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY,THE METER BOX SHALL LOCATED AT THE R/W 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL o LINE BUT INSIDE THE 7 1/2'ELECTRIC EASEMENT. ;:..;f:-=A_•;=•o,-:- .- •� -=� � RESPONSE COORDINATOR(ERC)AND OTHER ASSOCIATED JEA STANDARDS. a a Q Q a a Zz 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY(NASSAU, CLAY OR ST.JOHNS COUNTY),THE METER BOX SHALL PROVIDE FILTER FABRIC (MARAFI 700X, 140'S HYDRANT SUMP BE LOCATED IN THE JEA 7 112' ELECTRIC EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE OR EQUAL)TO TOP AND ALL 4 SIDES. TEMPORARY SAMPLE TAP cn R UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET(MAX.) PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHE U 2-8 INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY JEA,THE WATER METER BOX SHALL BE LOCATED IN NON-TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE SECTION JANUARY 2015 PLATE W-25 TAIL NUMBERS W-3&4 AT < LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DE � HE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP). SET TOP OF BOX AT OTES: z CL MINIMUM (SEE W-3 AND W-4 FORT Q FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA,THEN THE CONTRACTOR OR CUSTOMER SHALL BE z RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE 1 LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE WIRE SHALL BE W 0 O SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. w 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHAD_BE LOCATED AT THE EASEMENT LINE BUT J .J o OUTSIDE THE EASEMENT AREA. 2 FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCHA i AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN a 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MA THE SERVICES SADDLE AND THE COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AkD AS APPROVED BY JEA AND APPLICABLE PERMITTING Z Z MAXIMUM. FOR DOUBLE 1" SERVICES, THE 1 Y2"POLY MAIN SHALL BE LOCATED CENTERED AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PAT OF THE FIRE HYDRANT(I.E.THE PUMPER NOZZLE) THE Q UJ W METER BOX SHALL BE 2 FEET M MAXIMUM DISTANCE BACK OF CURB SHALL BE IN COMPLIANCE ITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS ,� W a BETWEEN THE TWO METER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10 OR GREATER IN LENGTH. IF LOCATE WIRE ( ) 2 CURB STOP-FIP �y Q O IS REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX(W/PIG TAIL)TO THE MAIN(DEAD END SHALL BE TAPED WITH NO APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES`W-10 AND W-11 1. IF PIPING BETWEEN TEE AND HYDRANT IS (SEE NOTE#2) Li.. 0 CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE VO4k AS GROUND).ALL EXCEPTIONS TO LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION(PROVIDE 30"SEPARATION). THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING VICE LINES IN THE FUTURE. ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE 0` JEA STANDARD WATER O RESTRAINED UTILIZING ONLY TWO 3/4" DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS(NO JOINT RESTRAINT DEVICES2" POLY WITH BRASS FITTING 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A DUCTICLE IRON PIPE(D.I.P.)WA MAIN EXTENSION W/LOCATE REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL METER BOX FOR 1"METER W/ w WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE _WINGS. LOCATE WIRE OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. HEAVY DUTY IRON LID. CLOSE NIPPLE SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES INTONE AREA,A WATER MAIN LOCATE WIRE PIG TAIL END . O EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE 3 OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT (12" LONG) 2" BRASS, 90° ELBOW& PLUG a DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON CENTER-MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. } MINIMUM. EXAMPLE:CONSTRUCT A 4"MAIN D.I.P CROSSING THE STREET w CONSTRUCTED, THE HEADER PIPE SHALL BE 4 AT A M FINISHED GRADE W FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" G.V.,4" PIPE, 4"X1"SADDLES AND 1"CORP STOPS(NO GLUED TEE FITTINGS).THE PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED, GREASED AND w m 4"OR LARGER D.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. REPAINTED(RUS- KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS ,\ \\J a SHALL BE PAINTED RED. ,,, • ,�\ 6. DOUBLE 1"WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY W J Q O IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA,THE z 7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (1 MIN) DOMESTIC WATER SERVICE LINE(WHICH SERVES THE SAME LOCATE WIRE INSTALLATION OF(45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE Ln CUSTOMER) UTILIZING A 1" BRONZE"Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER ISAVAILABLE). USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. (SEE NOTE#4) O = Z No 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. 8. w zQ BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS Q PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN z 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED,AT Q � O A MIN. OF 10' FROM THE POTABLE WATER SERVICE,AND/OR BOX AND NOT ALLOWED IN CON�ERETE OR ASPHALT UNLESS THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. 2" POLY Z 15 CRUSHED ROCK W w � APPROVED OTHERWISE BY JEA. 2"CORPORATION STOP OR GRAVEL BELOW BOX O Ww FIRE HYDRANT INSTALLATION Q WATER SERVICE INSTALLATIONS w AND SMALLER METERZ 0USING MECHANICAL JOINT TEE v F=' a J2 W JANUARY 2015 PLATE W-13 211900 iRASS COMPRESSION Q — z JANUARY 2015 PLATE W-1 FITTIK ELBOWS (TYP.) J � vo WATER MAIN TAPPED PLUG(IF NE SSARY) p CY Cp Q ~ w •3: UNIT PI E PAY QUANTITY GL N IL qbi c?•• •••••� w NOTES: �••�.• 0 1. PIPE SHALL BE POLYETHYLENE. FITTINGS SHALL BE BRASS. v.•• •'• (n 2. THE 2"CURB STOP SHALL BELL BRONZE. FITTINGS SHALL BE BRASS. o Z z co 3. ANY RECLAIMED WATER VALINE SHALL HAVE RECLAIMED EMBLEM. �� v ''F$ 0 4. LOCATE WIRE FOR 10' OR GREATER IN LENGTH. �Z/ •' �� •.. ...••• � c_n cm 5. CANNOT BE PLACED UNDER CONCRETE OR PAVEMENT. Q `'��InHfl tNpp•11HN�, � 6. PLACE 2 FEET PAST LAST WAFER MAIN SERVICE CONNECTION. Cpl Project No.: a, 16-01-0006 d Designed: Drawn: FLUS ING V E BELOW G J.E.W. D.C.G. cc Checked: O.C.: a JANUARY 2015 PLATE W-28 T.B.W. R.C.W. oDate: Q NOVEMBER 12, 2015 o Scale: �Y T Sheet 1 OC • 10 V NE M ° 7-3/8" MJ TEE OR HYDRANT TEE (ANCHOR TEE) SIZED AS REQUIRED HYDRANT SUMP(PROVIDE GRAVEL v O •�O PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) ..� �`" .0 3/4" RODS (24" LONG MIN) V 0 \p 30"MIN. Mr WA6. PIPE 0?TEC-V E 1 Ln z 3/4 RODS ALONG FIRST 15 LF _- •—�• N OWNFROM HYDRANT NOTE#2 a ^� SEE NOTES#1 &#2 6" M.J. GATE VALVE (RESTRAINTS REQ.) I. 2�-8„ ,.a •,�„ p w c a. POSITIONED NEAREST TEE FITTING � ••Ln a, L MECHANICAL RESTRAINT REQUIRED (TYP) HEAVY DUTY RATING WATER MAIN r� oz ME LOU E PLAN ► W M z Ln co 7-3/8" "g \0 cc PROVIDE RAISED PAVEMENT MARKER w N M (SEE NOTE#6) C m to 0 0 _ , 0 a (2) 1" DIA. PICKHOLES 3 WAY FIRE HYDRANT PUMPER NOZZLE V) a _ TO FACE Ct OF PAVEMENT o N F (SEE NOTES#3&#4) m� Q 9/16" WATER VALVE BOX _ c (COVER PAINTED YELLOW � ` w w a3/s" BREAKABLE FLANGE z o M 5„ �~ LOCATED(1"MINABOVE 2 FINISHED x FINISHED GRADE 01_ GRADE C: o✓ NOTES: ,� t .V) 1. PAINT TOP OF THE COVER WITH ENAMEL PAINT(BLUE COLOR)FOR WATER. a) a) z z � af Q LOCATE WIRE IF REQUIREDLEAVE DRAIN �- o 2. FOR"REUSE" PAINT TOP PANTONE PURPLE. _ 0 z (SEE NOTE#1) a. z O HOLES OPEN UJ 3. LID WEIGHT: APPROX. 12 LBS. BARE WIRE DEAD-END W w (NOTE#1) � N M W WATER SYSTEM VALVE BOX COVER < m > 4-1 o O JANUARY 2015 PLATE W-16 '. ... <1<4<1<a ° O ,'A• 7 (n ROVIDE FILTER FABRIC(MARAFI 700X, 140'S HYDRANT SUMP ~ R EQUAL)TO TOP AND ALL 4 SIDES. 2,-8„ Q W CL SECTION Z NOTES: W W O '^ w 1. LOCATE WIRE I ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT I�OVER 15 LINEAR FEET IF REQUIRED, v, J �_ J THE WIRE SHALLBE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE THE END OF THE WIRE SHALL BE O Q 0 SECURED TOT E PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. z Z < 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF,WEWALK D NOT WITHIN SWALE/DITCH p AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND CE OF SIDEWALK SHALL BE IN Q W w COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AN PPLICABLE PERMITTING Q p AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT(I.E.THE PUMPER NOZZLE) . THE U MAXIMUM DIST CE(BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS W W APPROVED BY J A. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS O LONGER THAN 8 LF,AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION(PROVIDE 30"SEPARATION). U ALL PIPING, VAL ES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE RESTRAINED UT LIZING ONLY TWO 3/4" DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS(NO JOINT RESTRAINT DEVICES REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL 0= OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. a- w 3. OPERATION OF HE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT w SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. m ♦♦^^ O 4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED,GREASED AND VJ REPAINTED (RU%S- KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS W J Q O SHALL BE PAINT-D RED. LLL z �_ 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY O = z p IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA,THE W Q INSTALLATION C F(45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. z QCU p � z UJ LL _ 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS � PERPENDICULARLd TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN � w �W�// U THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. O Q t� w FIRE HYDRANT INSTALLATION W � _v F= (+ J 1-- SING MECHANICAL JOINT TEE Z Q Q ZO J co U JANUARY 2015 PLATE W-13 M I- _ o CY Q � 3 ° w Gil oC 3 �•••�NHuue� Nppp a_ • +• hr �` (n 1*4 • — eo z r +�+ sU) Q 'a sZ; • o� o �4 % .• 3 � • 0 n �r •� Project No.: a 16-01-0006 Designed: Drawn: J.E.W. D.C.G. QChecked: O.C.: 0 T.B.W. R.C.W. p Date: NOVEMBER 12, 2015 T O Scale: co h Sheet 10D • E 14 0 LENGTH L TO BE RESTRAINED (SEEPLA E Nos. 38C& 38D FOR ADDITIONAL DETAILS) U N HORIZONTAL BENDS VERTICAL OFFSETS VALVES REDUCERS TEES NOMINAL 450 BENDS OR SEE NOTE 5 PIPE 900 450 22.50 11.250 (SEE NOTE 4) DEAD RUN BRANCH 0 V C SIZE BENDS BENDS BENDS BENDS UPPER LOWER ENDS SIZE SIZE SIZE w (IN.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) L(FT.) ( N.) L(FT.) (IN.) (IN.) L(FT.) -V �i N PVC PIPE RESTRAINT NOTES: 4 20 8 4 2 20 3 50 x4 35 4 4 F.O. V 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR 6 28 10 5 2 28 4 20 x6 35 4 6 10 E .. RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS x4 65 4 < LESS F.O. v INDICATED ON THE ABOVE SCHEDULE,AT A MINIMUM. 8 36 14 6 3 36 5 90 1 x8 35 8 8 30 � � M� 0 6 < LESS F.O. ~M c 10 40 18 8 4 45 6 110 H 2. ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PS1, SOIL=GM OR 1 x6 65 10 10 48 . p �Z SM, TRENCHTYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE 12 50 20 9 4 52 8 120 1x10 35 8 14 �' `n N Q OR 36 INCHES FOR 24"AND LARGER PIPE SIZE. 12x8 65 6 < LESS F.O. 14 56 23 10 5 60 9 140 12 12 65 � � � � m 1 x12 65 10 35 •�- .� O ~ V 3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 16 60 26 11 6 67 10 160 1 x10 95 8 < LESS F.O. In c 4. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET 18 69 29 12 6 74 12 180 2 x18 35 16 16 100 L ' M W a COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE 2x16 65 12 40 20 75 32 13 7 80 13 195 1100 •• UPPER(TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER(DEEPER) 2 x12 120 10< LESS F.O. 0 Z LEVEL. ASSUME 45 DEGREE BENDS. 24 76 33 15 7 81 14 200 20 20 130 O umJ 2 x20 65 16 80 011111110- Am =1 z T JOINTS OR RESTRAINED LENGTH ON EITHER 30 88 36 18 9 97 16 235 12< LESS F.O. (u M Z Of E 5. TEES: TOTAL LENGTH BETWEEN FIRS J 2 x18 95 az SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET(MIN). SEE SCHEDULE Re 36 100 40 20 10 110 20 270 2 x16 120 24 24 130 0111111110- T- ABOVE FOR RESTRAINT LENGTH ON TEE BRANCH LINE. 20 90 � :2 N � 00 42 115 48 23 11 125 24 300 30x24 80 16 40 0 d,V m co 6. HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). 3 x20 150 12< LESS F.O. r 48 125 52 25 12 140 30 340 0 3 x30 80 30 30 140 O Cm THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS(DR-18&25 PIPE) 7. 24 80 00 SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION,WHICH 3x24 150 0 20 50 '- INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS.THESE NUTS SHOULD 4 x36 80 16<LESS F.O. Q ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE Y CAUSE A FAILURE 4x30 150 36 36 180 z AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY30 120 d AT THE BELL RESULTING IN A SERVICE OUTAGE. 4 x42 80 24 50 w c 4 x36 150 20< LESS F.O. O CL 42 42 220 a 36 160 cc 30 80 W 24 40 0 0 20< LESS F.O. 'cn INT OINT SCHEDULE 48 48 250 PVC PIPE RESTRAJ 42 180 � Q JANUARY 2015 PLATE W-31 A 30 40 Z 0 24< LESS F.O. o r W F.O. = FITTING ONLY W (D m o � a�a � aa z z 0cn TEE BOLT TEE BOLT C MPI PLAIN END P.V.C. LL ~ RINGM.J. D.I. FITTINGS PLAIN END P.V.C. BELL Jt. P.V.C. W Q CL -- -- z 0 ANGLE OF DIRECTION CHANGE ir JILW O MINES Seem O -- HORIZONTAL BEND — -- PIPE 4........................................... o J J BELL Q RESTRAINED BELL JOINT RING RESTRAINED MECHANICAL JOINT W L THREADED STEEL ROD W/NUTS & Z z M -- MECHANICAL JOINT TEE WASHERS(TYP) LENGTH AS REQUIRED Q w o MECHANICAL JOINT TEE W TYPICAL PROFILECL TYPICAL PROFILE Q a �► ROUTE LOCATEWIREWIR IN 0 0 VALVE BOX(S S-49) BELL JOINT TO PLAIN END MECHA JOINT TO PLAIN END o W of o W/MECHANICAL RESTRAINERS SECTION W/MECHA AL RESTRAINERS DEAD END W MECHANICAL JOINT VALVE Q v 900 THREADED o LF O EYE BOLTS W/NUTS Of \ � �,\, /. STUB OUT LENGTH SHALL BE 20 L.F.(MIN.)WITH Of JOINT RESTRAINTS W * * * * * * * * * w PIPE BELL RESTRAINT mo BEND s�' x co THREADED STEEL ROD U) J MECHANICAL JOINT SLEEVES UPPER ��.� W/NUT&LOCK W J Q REDUCER ti��yo� aa. WASHERS (TYP) SOCKET CLAMP WITH SOCKET CLAMP — z ANGLE OF 452 U. ° 91 a (LENGTH AS REQUIRED) WASHERS (TYP.) 1— cn 1�\\ NO. OF TIE RODS REQUIRED DIRECTION CHANGE 2 O = z z TIE RODS PLUG ANCHOR STRAP = W a 771 ,.aA 311- 8" DIAMETER MAIN -2 TIE RODS REQUIRED PER JOINT(314"ROD) a — MECHANICAL JOINT PLUG Z Q x' 1011 - 1211 DIAMETER MAIN -4 TIE RODS REQUIRED PER JOINT(3/4 ROD) Q " - IN -6 TIE RODS REQUIRED PEA 3/4"ROD RUN LOWER BEND LOCATE WIRE(TO BOX) r W � � - 14 16 DIAMETER MA ( ) "'� ER MAIN-8 TIE RODS REQUIRED PER JOINT 314" ROD) (SEE NOTE#2) A A W W 18 -20 DIAMET ( � � O CO LJ � � U 24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT(3/4" ROD) � * �•. ° * * 30 -3611 DIAMETER MAIN - 14 TIE RODS REQUIRED PER JOINT(1" ROD) �_ Q " -48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT(1 114" ROD) ANGLE OF 450 42 L; PLAN W PLUG 54" DIAMETER MAIN- 18 TIE RODS REQUIRED PER JOINT(1 1/4" ROD) � DIRECTION CHANGE _ � 0- (D }' c� Z 0 w VERTICAL OFFSET PROFILE �" — Z DEAD END THRUST COLLAR ANCHOR W Q 0 U z4 D le- TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL)SIZE w W ® 0 Q o AS PER THRUST BLOCK DETAIL(W-38). SEE DETAILS V1�36&W-37. ;o r � � w �� BRANCH �� w -�. z`0 � NOTES: SECTION A-A o v f WLd L L 1. IN LIEU OF BELL/ROD RESTRAINTS,'MECHANICAL JOINT RESTRAINTS MAYBE USED. �.�`�� Cg o " TEE 2. LOCATING WIRE REQUIRED, UTILIZIIG A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION. �a`ti •• cn 3. NUMBER OF TIE RODS REQUIRED IP►S FOLLOWS: c� c 3"-811 DIAMETER MAID-2 TIE RODS REQUIRED PER JOINT 3/4"ROD UJ z �s 10"-12" DIAMETER MAID-4 TIE RODS REQUIRED PER JOINT(3/4"ROD) i 1411-1611 DIAMETER MA14-6 TIE RODS REQI RED PER JOINT(3/4"ROD) . % o pX10 •. •. * * * * * * * * 1811-2011 DIAMETER MAIN-8 TIE RODS REQI�RED PER JOINT(3/4 ROD) / .• �, a cn IL �■� '� 24" DIAMETER MAIN--12 TIE RODS REQt RED PER JOINT(3/4"ROD) 0, Dal' •• ••''•e cm FIRE HYDRANT LATERAL RUN 30"-36" DIAMETER MAINS.14 TIE RODS REQUIRED PER JOINT(1"ROD) y''yi,,� JK NOTES: VALVE " 42 -48" DIAMETER MAIN 16 TIE RODS REQIRED PER JOINT(1 1/4"ROD) 54" DIAMETER MAIN08 TIE RODS REQUNRED PER JOINT(1 114"ROD) Project No.: 73 GENERAL NOTE: 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE(RUN)SHALL 16-01-0006 4. THE LOCATION OF THE DEAD END UG SHALL NOT BE UNDER PAVEMENT, IF POSSIBLE.THE STUB OUT SHALL v 1. PAY ITEM" * ' DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS. BE TOTAL DISTANCE OF 30 FEET(MIN.). EXTEND BEYOND THE INTERSECTIO AREAS OR ROAD CROSSING BY 10 FEET(MIN.)WHERE POSSIBLE. Designed: Drawn: Cr 2. PAY ITEM" **" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. 2. PAY ITEM"*" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. J.E.W. D.C.G. Checked: O.C.: Q 3. PAY ITEM"**" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. PLUGGED DEAD END USING T.B.W. R.C.W. 0 3. �■I► INDICATES DIRECTION OF THRUST FORCE. 0 Date: 0 NOVEMBER 12,2015 MECHANICAL RESTRAINTo DETAILS — I MECHANICAL RESTRAINT DETAILS — II MECHANICAL RESTRAINTS scale: r `O PLATE W-31 C JANUARY 2015 PLATE W-31 D JANUARY 2015 PLATE W JANUARY 2015 -37 Sheet 10E Orr iva MAL N CU OCHORETE CUTTER 4.92 E Vm I "7UM 0 C*4 u FS—MITARY MANH6a Top EL;B.aa et brj,.- SOUTH 1 0.73 r. INV. 0.7�j \4 4)Cn STOW MANHOLE TOP EL-5.29 0 0 3F CLEARING LA. U 0 (u INSTALL SILT FENCE 0 Fs—Tmm M LE [E0 EL .82 APST INV. 7 00-0 u 7": ........... C> cmd E .......... FLOATING Cp Ln Z TURBIDITY 0 Ln LIMITS OF BARRIER < CLEARING j< ro C'Aw 0% (n V) ON j ............... ... CU > ...... INSTALL SILT FENCE 5 MAIANH �9,33 z INSTALL SILT FENCE C) 0 16.* z Z Ln E ...... pop \0 < cc .............. bO Cf) FLOATING TURBIDITY BARRIER FLOATING TURBIDITY BARRIER C.. m \0 0 YBALES INSTALL HA 0 ON -uc -cp AROUND DRAINAGE Cm u N (n TRUCTURES (TYP.) INSTALL SILT FENCE N ............. M Z IN STALL SEDIMENT FILTER D G D ..... OVER EXISTING CURB INLET ........... *4% ............ ............................ ....... 0 .......... VIEST INV.-1.16 .......... ........... p%PE_ 0 ..... ..... .......... ............... .............. .............. DROP I GRATE EL 3 .......... 25 SOUTH INV. 0 V) ------------- ----- > Q) z < .................... ............. ............ z ........... ...... ...... 11'LAVRE OAK* "Kamm % ui V) ............ ........... .......... .......... ....... ........... .................. ............ 00 .......... m ........... :Ai� ............ .......... .......... ................,p............ ........... ........... ........... .............. ............. ........... :�L �9�r�j��'�L� L 0!!1!�!'�� ..r L L Lr rL:Lr LL:L L' ]L�L r�Lr]��:j MR tr u W_W z < 0 0 ---------------- v W W W ------------- W R uW NOW? IES lid' INSTALL HAYBA AROUND EXISTING DRAINAGE STRUCTURE MAP SANITARY MANHOLE .......... INSTALL SILT FENCE EAST RIM EL 5.17 0 IN V.N.=1.31 IN V.W.=1.43 BENCH WINK' z ........... EM RIM CF SAWARY MANHOLE. ELEVAIM &17 N.A.Va I M DATUM ................ Ccp+uo ui L E G E N D LIMITS OF CLEARING z uJ ui INSTALL HAYBALES CLEARING AREA AROUND DRAINAGE 0 ui STRUCTURES (TYP.) 0 0 0 0 'MEE PROTECTION .................. LIJ SF SILT FENCE FLOATING TURBIDITY ........... . ............... BARRIER 4M "v DATUM ui m... ....... HAYBALE 0 .......... ............. ... ui z U. V) LIMITS OF CLEARING INSTALL HAYBALES .......... z AROUND DRAINAGE z uJ < STRUCTURES (TYP.) 0 z UJ INSTALL SI FENCE .................. UJ L i TREE BARRIER SHALL BE LIMITS OF CLEARI N G PLACED TO THE OUTER LIMITS OF TREE DRIPLINE, 6 MINIMUM uJ INSTALL SILT FENCE INSTALL 39 TREE ............. z FENCE ALONG AREAS z TO BE PROTECTED (SEE NOTES) Cn SEDIMENT AND EROSION CONTROL NOTES: 1 SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. .......... 2. CONTRACTOR SHALL PROVIDE HAY BALES AT ALL DEWATERING SUMPS. ............ 3. CONTRACTOR SHALL INSTALL HAY BALES OR SEDIMENT FILTER AROUND EACH INLET. .............. ............ ........................... .................. 4. SILT FENCE, HAY BALES AND OTHER ELEMENTS SHOWN HEREON ARE GRAPHICAL ............................ CD REPRESENTATIONS AND ARE NOT MEANT TO BE EXACT. GENERALLY, THESE OBJECTS ARE vCp+uG WA .............. "R .............. cc \—PRESERVED UNDERSTORY UNDARY AND OUTSIDE LIJ INSTALLED OUTSIDE LIMITS OF UPLAND BUF S WITHIN PROJECT BO LIMITS OF CONSERVATION AREAS AND JURIS ICTIONAL WETLANDS. IT IS UP TO THE CONTRACTOR TREE PROTECTION DETAIL U. RIOR TO CONSTRUCTION ACTIVITIES. TO LOCATE ALL UPLA (n ...............N.T.S. S CLOSE AS PRACTICAL WITHOUT DISTURBING MEN A z Ti ............. TREE PROTECTION NOTES: UPLAND BUFFERS, ADJACENT PROPERTIES A� D/OR WETLAND CONSERVA ON AREAS. ul 9 ALL PROTECTED TREES SHALL BE PROTECTED FROM DAMAGE TO TOPS, TRUNKS AND ROOTS. ............ V; ............... SHOULD ANY DAMAGE OCCUR TO ANY EXISTING TREE TO REMAIN. CONTACT OWNER'S V) REPRESENTATIVE. CL 2- PRIOR TO DEMOLITION. CONTRACTOR SHALL TAG TREES TO REMAIN AS SPECIFIED BY CONTACT .............. OWNER'S REPRESENTATIVE. All CLEARING NOTES: 3. INSTALL TREE PROTECTION FENCE PRIOR TO ANY LAND DISTURBANCE. KEEP FENCE UPRIGHT, ............... FREE OF SILT AND IN GOOD REPAIR UNTIL PROJECT COMPLETION. 1 SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. Project N o. co IP LINE OF TREES, HAND 4. WHERE EXCAVATING FOR NEW CONSTRU 2. CONTRACTOR SHALL PROTECT TREES TO RENJAIN WITH TREE PROTECTION FENCING PRIOR TO ........ CTION IS REQUIRED WITHIN DR 16-01-00W ......... ... EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. NEWN MAM CLEARING IN ACCORDANCE WITH APPROVED LANDSCAPE PLANS. REFER TO LANDSCAPE PLANS XT"W&14 nom Op 11C 0 CABLE RIWR Designed: Drawn: 5. TREE PROTECTION AREAS ARE TO REMAIN UNDISTURBED, FREE OF ANY DEBRIS, PROHIBITED TO nON MATERIAL& TREE MITIGATION PLANS FOR TREES TO REMAIN UNCLEARED AND LOCATION OF TREE ......... ................ ANY FOOT OR VEHICULAR TRAFFIC AND THE STORAGE OF ANY CONSRUC' "VA IM DAIUM J E W. D C G. cc 15. PROVIDE A PRE—POSTED BARRICADE, POLYPROPYLENE HI VUE ORANGE FENCE, REINFORCED W/ PROTECTION FENCING AND DETAILS. #5 REBAR 0 10 O.C. AROUND ALL TREES TO BE PRESERVED AS SHOWN ON PLANS. PROMDE ,—Cp+ur-.— Checked: 0.C Cr 3. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT NO CLEARING OCCURS OUTSIDE THE T.B W. R.C.W 4 SILT FENCE ALONG UPHILL SIDE OF TREE PROTECTION FENCES. LIMITS OF WORK SHOWN HEREIN AND SHALL BE RESPONSIBLE FOR DAMAGE TO PRESERVED 0 7. A WATERPROOF, RIGID SIGN SHALL BE AFFIXED TO EACH INDIVIDUAL BARRICADE, SUCH THAT ----------- Date: 0 E LIMITS OF CLEARING. THERE IS ONE SIGN EVERY FIFTEEN FEET ALONG THE LENGTH OF THE BARRICADE. THE SIGNS TREES OUTSIDE TH _AR AND GRADE ALL AREAS AS REQUIRED TO NOVEMBER 12, 2015 6.4 SHALL CONTAIN THE FOLLOWING WORDS. AND WILL BE MADE AVAILABLE BY THE CITY AT THE 4. CONTRACTOR SHALL BE RESPONSIBLE TO CLE [G=RATM 6.a3 rM=AVE�L �2 Scale: IL SOUTH NV. 11 SOUTH IN V.-124 TIME OF PERMIT ISSUANCE: NO GRADE CHANGE. STORAGE OF MATERIALS, VEHICLES OR COMPLETE SITE WORK AND SHALL MAINTAIN AND INSTALL ALL TREE FENCING AS REQUIRED. ATLANTIC BOULEVARD 30' EQUIPMENT IS PERMITTED WITHIN THIS TREE PROTECTION ZONE. THIS TREE PROTECTION 3. CONTRACTOR SHALL PROVIDE HAY BALES A ALL DEWATERING SUMPS. BARRIER MUST NOT BE REMOVED WITHOUT THE WRITTEN AUTHORIZATION OF THE CITY OF 4. CONTRACTOR SHALL INSTALL HAY BALES OR SEDIMENT FILTER AROUND EACH INLET. (100# ROW) ATLANTIC BEACH. FOR INFORMATION, CALL (904) 247-5WO. ......... Sheet /FSA AR-1 NIT T EL • V E OWNER'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS NO V M V SITE DESCRIPTION GENERAL HAZARDOUS PRODUCTS '+" 'a •-■ CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL �� ,� .� 4)M * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, M V UP IS STABIUZED. THE WATER SHOULD NOT BE ALLOWED TO THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND W U OO PROJECT NAME AND LOCATION: RECONCENTRATE RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUNDv AQUATIC MWNHOMES THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S IN ACCORDANCE . 'CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL V W a \0 ATLANTIC BEACH. FL REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STABIUZA71ON WHERE SUCH FLOWS ARE DIVERTED AROUND 807H THE * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT • THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, �'�'° � •> V AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. STOCKPIUNG MA IAL: NO EXCAVATED MATERIAL SHALL BE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT RESEALABLE. AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 0 ., OWNER NAME AND ADDRESS: ADDITIONAL MEASURES REQUIRED TO BE IN COMPUANCE WITH APPLICABLE PERMIT STOCKPILED IN A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. '� N TRIBRIDGE RESIDENTIAL CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE PROJECT SI INTO ANY ADJACENT WATER BODY OR STORM WATER ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL * ORIGINAL LABELS AND MATERIAL SAFETY DATA MALL BE RETAINED; THEY WHICHEVER COMES FIRST. VCC M TRIB NORTHESIE DRIVE. O MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE COLLECTION FACT TY: SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CONTAIN IMPORTANT PRODUCT INFORMATION. * 6 ,� O DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES M E BUILDING 100, SUITE 200 REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING MUST BE REMOVED UPON FINAL STABILIZATION. PROMPTLY REPAIRED. ATLANTA, GEORpA 3031e THE SYSTEM INTO OPERATION. S. EXPOSED AREA U ITATION: THE SURFACE AREA OF OPEN, RAW ERODEABLE * IF SURPLUS PRODUCT MUST BE DISPOSED OF. MANUFACTURER'S OR LOCAL i>> p �Z SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE * TEMPORARY AND PERMANENT SEEDING AND PLANTING WALL BE INSPECTED Ln NQ DESCRIPTION: FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. 4) m CONSTRUCTION OF A MULTIFAMILY RESIDENTIAL DEVELOPMENT WITH SEQUENCE OF MAJOR ACTIVITIES: EXCAVATION AND LUNG OPERATIONS SHALL NOT EXCEED 10 ACRES. FOLLOWED. � 6 BUILDINGS 23 UNITS AND A SMALL AMENITY PARK AREA. THIS REQUIREMENTMAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH � O PRODUCT SPECIFIC PRACTICES •�, � O�p w CONSTRUCTION WILL CONSIST OF REMOVAL OF UNSUITABLE EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF INSPECTION. A COPY OF THE REPORT FORM T O BE COMPLETED BY THE .. C THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: V to •� MATERIAL. FILLING. GRADING. UNDERGROUND UTILITIES. ROADWAYS ADDITIONAL WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT INSPECTOR IS ATTACHED. O .L g M Cw3r CL AND RELATED INFRASTRUCTURE THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS. OF SEDIMENTS. PETROLEUM PRODUCTS THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND WASTE DISPOSAL AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL. `� u+.. SOIL DISTURBING ACiiVITIES WILL INCLUDE: CLEARING AND 1. INSTALL STABIUZED 9. INSTALL UTILITIES, STORM SEWER. ALL ONSITE VEHICLES MALL MONITORED FOR LEAKS AND RECEIVE STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION = V CU p GRUBBING EARTHWORK, PAVEMENT AND GRADING; STORM 7. INLET PROTECTION INLETS AND CATCH BASINS WHICH DISCHARGE REGULAR PREVENTIVE MAINTENANCE 1O REDUCE THE CHANCE OF PLANS. OR STORM WATER MANAGEMENT PLANS. UJ -R O-0 SEWER, AND PREPARATION FOR FINAL PLANTING AND SEEDING. CONSTRUCTION ENTRANCE CURBS do GUTTER. e� THE REPORTS SHALL 8E MADE AND RETAINA 2 INSTALL SILT FENCES AND HAY 10. APPLY BASE M PROJECT DIRECTLY OFF-SI SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM WASTE MATERIALS LEAKAGE. PETROLEUM PRODUCTS WALL BE STORED IN TIGHTLY SEALED ED S PART OF THE STORM M E w WATER POLW71ON PREVENTION PLAN FOR AT LEAST THREE YEARS FROM O E BALES AS REQUIRED 11. COMPLETE GRADING AND RUNOFF UNTiL TH COMPLETION OF ALL CONSTRUCTION OPERATIONS CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES THE DATE THAT THE SITE IS FINALLY STABIUZED AND THE NOTICE OF M Z t° THAT MAY CONTR UTE SEDIMENT TO THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE USED ONSITE MALL BE APPLIED ACCORDING TO THE MANUFACTURER'S r � *' RUNOFF COEFFICIENT: 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS 7 COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE RECOtrIMENDATIOWS. b�J � \O < w 60 1. PRE-CONSTRUCTION = 80 SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING OF NON-COMPLIANCE N 2 DURING CONSTRUCTION 94 & TEMPORARY SEEfD AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOUD WASTE MANAGEMENT r. N V BASIN 12 COMPLETE FINAL PAVING •^-• w c 3. POST-CONSTRUCTION 94 AND THAT AREANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE �nUS = O d' m 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO = O N BASIN SEDIMENT FROM BASINS RECEIVE FINAL SS TREATMENT WITHIN 30 DAYS SHALL BE SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR p N 5. CONTINUE CLEARING AND 14. WHEN ALL CONSTRUCTION WITH A QUICK NG GRASS SPECIES WHICH MALL PROVIDE AN EARLY PERSONNEL MALL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED. FERTILIZER WILL ACTIVITIES. AND FIWNG OUT THE INSPECTION AND MAINTENANCESEE SOIL BORING REPORT FOR SOILS DATA COVER DURINGSEASON IN WHICH IT IS PLANTED AND WILL NOT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. REPORTGRUBBING ACTIVITY IS COMPLETE AND THE >1SITE MAPS: LATER COMPETE THE PERMANENT GRASSING. PRACTICES WALL BE POSTED AT THE CONSTRUCTION SITE BY THE STORAGE MALL BE IN A COVERED AREA. THE CONTENTS OF ANY m Z 6. STOCK PILE TOP SOIL IF REQUIRED SIZE IS STABILIZED, REMOVE ANY * * SEE ATTACHED GRADING PLAN FOR PRE do POST DEVELOPMENT GRADES. CONSTRUCTION SUPERINTENDENT. THE INDIVIDUAL WHO MANAGES PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TOA PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE Q AREAS OF SOILS, DISTURBANCE; LOCATION OF SURFACE WATERS. WETLANDS. 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION 9. TEMPORARY SEEDINGAND MULCHING: SLOPES STEEPER THAN 6:1 THAT RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. as THE DAY-TODAY SITE OPERATIONS. WILL BE RESPONSIBLE FOR SEALABLE PLASTIC DIN TO AVOID SPILLS. SUPERINTENDENT. THEY WALL BE TRAINED IN ALL THE INSPECTION AND w c PROTECTED AREAS. MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS ON SITE AS REQUIRED SWALES/DIKES AND RESEED/SOD FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SEEING THAT THESE PROCEDURES ARE FOLLOWED. MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND -, •� AND STOIi WATER DISCHARGE POINTS. & STABILIZE DENUDED AREAS AND AS REQUIRED SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES PAINTS SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. O * SEE ATTACHED EROSION do TURBIDITY CONTROL PLAN FOR LOCATION OF TEMPORARY STABILIZATION PRACTICES. AND TURBIDITY BARRIERS STOCKPILES AS SOON AS LOOSE MEASURE MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT a * SEE GENERAL NOTES FOR REQUIREMENTS FOR TEMPORARY AND PRACTICABLE AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. REQUIRED FOR USE EXCESS PAINT WILL NOT BE DISCHARGED TO THE w PERMANENT STABIUZATION. HAZARDOUS WASTE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING NON-STORM WATER DISCHARGES = 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) ALL HAZARDOUS WASTE MATERIALS MALL BE DISPOSED OF IN THE TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. O p MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES .5 SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SITE AREA: WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: •> } 1. TOTAL AREA OF SITE - 1.71f Ac. TiMING OF CONTROLS/MEASURES SUITABLE METHOD IF REQUIRED TO ASSURE OPTIMUM GROWING a) Z 2. TOTAL AREA TO BE DISTURBED = 3.71f Ac. CONDITIONS FOR E ESTABLISHMENT OF A GOOD GRASS COVER. MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE * ry Q TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. WATER FROM WATER UNE FLUSHING Z AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. MANAGES DAY-TODAY SITE OPERATiON%WILL BE RESPONSIBLE FOR * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR O AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT SEEING THAT THESE PRACTICES ARE FOLLOWED. SPILL CONTROL PRACTICES HAZARDOUS MATERIALS HAVE OCCURRED). w NAME OF RECEIVING WATERS: BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGR NG : IF. AFTER 14 DAYS FROM SEEDING. THE cn HOPKINS CREEK * UNCONTAMINATED GROUNDWATER FROM DEWATERING EXCAVATION). D OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT ( ) w INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE PERCENT GOOD GRASS COVER. THE AREA WILL BE REWORKED AND ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS PRAC710ES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN. THE m CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ADD111ONAL SEED APPUED SUFFICIENT TO ESTABLISH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE THE WASTE WALL BE COLLECTED FOLLOWING PRACTICES WALL BE FOLLOWED FOR SPILL PREVENTION AND ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT 4-1 O BASIN PRIOR TO DISCHARGE o CEASED. ONCE CONSTRUCTION ACTIVITY GASES PERMANENTLY IN AN VEGETATIVE CO AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP: . AREA, THAT AREA WILL BE STABIUZED PERMANENTLY IN ACCORDANCE REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. a a a Zo z CONTROLS WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE 12 MAINTENANCE: FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WALL BE CONTRACTOR'S CERTIFICATION N ACCUMULATED SEDIMENT MALL BEREMOVED FROM THE SEDIMENT TRAPS CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO OFFSITE VEHICLE TRACKING I CERTIFY UNDER PENALTY OF LAW THAT 1 UNDERSTAND THE TERMS AND THIS PLAN UMUZES BEST MANAGEMENT PRACTICES TO CONTROL AND THE EARTH DIKE/SWALES WALL BE REGRADED/IREMOVED AND STABILIZED � - IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. FUNCTION AS THEY PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP WERE ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSTRUCTION ENTRANCE WALL BE PROVIDED TO HELP SUPPLIES. CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND ELIMINATION SYSTEM NP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT ( DES) PERMIT THAT AUTHORIZES THE STORM WATER TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON 13. PERMANENT EROSION CONTROL- THE EROSION CONTROL FACIUTiES OF TO THE SITE ENTRANCE WALL BE SWEPT DAILY TO REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WALL BE KEPT DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE a TO INSTALLENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD, DIRT OR ROCK TRACKED FROM THE SITE DUMP TRUCKS HAULING IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. �/ Z TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING CONTROLS THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL. OFFSITE FACIUII MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A J INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS. RAGS. W z �1 � STATE AND LOCAL LAWS. REFER TO -CONTRACTORS RESPONSIBILITY- FOR A IT IS THE CONTRACTORS RESPONSIBIUTY TO IMPLEMENT THE EROSION AND TARPAULIN. GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY UTTER OR EQUAL). I•L O VERBAL DESCRIPTION OF THE CONTROLS THAT MAY IMPLEMENTED. 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY O 0 TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL CONSTRLJC110N WI AS A MINIMUM. BE SEEDED. THE SEEDING MIX MUST SAND. Q z TER MANAGEMENT PLAN. IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL INVENTORY FOR POLLUTION PREVENTION PLAN FOR THIS PURPOSE. STORM WA CON-TR ARE PROPERLY INSTALLED . MAINTAINED AND FUNCTIONING PROPERLY F- O VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED W STORM WATER DRAINAGE WILL BE PROVIDED BY (DESRIPTiON:) TO PREVENT TURBID OR POU UTED WATER FROM LEAVING THE PROJECT SITE. OR SODDED. ALL SPILLS MALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. F � ? STORM SEWER PIPES THE CONTRACM WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN _J o THE ALS tX2 SUBSTANCES LISTED BELOW ARE EXPECTED TO BE < Z w FOR THE PROJECT. AREAS WHICH ARE NOT 10 BE CONSTRUCTED ON. BUT ON THE EROSION AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL STRUCTURAL PRACTICE PRESENT SITE DURING CONSTRUCTION: THE SPILL AREA MALL BE KEPT WELL VENTILATED AND PERSONNEL MALL J a. WILL BE REGRADED SHAD. BE STABILIZED IMMEDIATELY AFTER GRADING IS MEASURES. ,AS REQUIRED.TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM O O W O COMPLETE, WHEN CONSTRUCTION IS COMPLETE. A TOTAL OF 1.71 ACRES WILL LOCAL !R AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVE DIKE: TEMPORARY DIVERSION DIKES MAY BE ®Concrete ® Fertilizers ® Wood CONTACT WITH A HAZARDOUS SUBSTANCE. as > HAVE BEEN REGRADED. � ACRES LEFT UNDISTURBED. THE SITE DISCHARGES MANAGEMENT CTiCES WILL BE IMPLEMENTED BY THE CONTRACTOR AS USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. O TO A WET DETENTION SYSTEM AND SUBSURFACE STORMWATER MANAGEMENT REQUIRED BY EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED AND IT SHALL B CONSTRUCTED IN ACCORDANCE TO D-914. ® Asphalt ® Petroleum Based Products ® Masonry Blocks UJ SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED M THE (n o WHERE PRACTiC TEMPORARY SEDIMENT BASINS WALL BE USED TO TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT Tar Cleaning Solvents ® Roofing Materials APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY. REGARDLESS OF THE U FTM' � "SITE BY THE REGULATORY AGENCIES. n INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT DETENTION BASIN. 2 TEMPORARY SEDT ENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN Detergents ® Paints ® Metal Studs SIZE THE SPILL u.. o AN DRAINAGEWA AT A STORM DRAIN INLET OR AT OTHER POINTS OF El a` EROSION AND SEDIMENT CONTROLS DISCHARGE FROM A DISTURBED AREA. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES To CL STABILIZATION PRACTICES THE FOLLOWING S IMENT TRAPS MAY BE CONSTRUCTED EITHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEUP.`4. INDEPENDENTLY IN CONJUNCTION WITH A TEMPORARY DIVERSION BILI- PREVENTION AN THE SPILL IF THERE IS ANOTHER ONE A DESCRIPTION OF THE SPILL, WHAT y 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW Oq(E: CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WMTH THE MATERIAL MANAGEMENT PRACTICES � � � TIMING OF CONTROLS/MEASURESFOLLOWING UMITAl10NS: A. BLOCK de DIT SEDIMENT FILTER - THIS PROTECTION IS v J _J � APPLICABLE HEAVY FLOWS AND/OR WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TODAY SITE REFER TO ' CONTRACTORS RESPONSIBIUTY" FOR THE TIMING OF A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER iS 33 PERCENT. BE USED T O REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OPERATIONS. WILL THE SPILL PREVENTION AND CLEANUP COORDINATOR. S Q z B. IN MINOR SWALES OR DITCH UNES WHERE THE MAXIMUM CAPACITY IS E�SSARY TO PREVENT EXCESSIVE PONDING AROUND HE/SHE MALL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO 2 �- u) CONTROL/MEASURES. CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. THE STRUCTU E REFER TO D-902 FOR CONSTRUCTION OF A OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. - CURB INLET MENT FILTER, AND D-904 FOR CONSTRUCTION OF A WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE0 C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. DROP INLET GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE W 0 Z Z CERTIFICATION OF COMPLIANCE MATH MENT FILTER. � � Q FEDERAL, STATE AND LOCAL REGULATIONS D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL Z < Z U uJ BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE B. GRAVEL SEDIM T TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED � � Q v HEAVY COON TRATED FLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF Q O _ Z �L THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES APPUCABL.E, IN THE OFFIOX TRAILER ONSITE - IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE PONDING AR ND THE STRUCTURE MIGHTCAUSEEXCESSIVE NPRO • W p w WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS. THE FOLLOWING AGAINST WASHOUT. INCONVENIEN OR DAMAGE TO ADJACENTSTRUCTURES & UNPROTECTED AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO m W PERMITS HAVE BEEN OBTAINED. REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY AREAS. REFE TO D-903 FOR CONSTRUCTION OF CURB INLET & DROP DO THE JOB. O of U D.E.R. DREDGE LL PERMIT BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER SEDIMENT TR . MAINTENANCE/INSPECTION PROCEDURES ad C.O.E. DREDGE/1ILL PERMIT 0 LOCATION. MATERIAL do USAGE. C. DROP INLET IMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY Of W (D. J S.J.R.W.M.D. M.S.S.W. PERMIT# THE INLET DR (NS A RELATIVELY FLAT AREA S < 5 EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACIIMS AND WHERE MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE. UNDER A tl 2 FILTER FABRIC BARRIER. FILTER FABRIC BARRIERS CAN BE USED BELOW SHS' OR 0 LAND FLOWS (Q < 0.5 CFS) ARE TYPICAL THIS METHOD ROOF OR OTHER ENCLOSURE THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE Z Q W DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION MAiN iNE SHALL NOT PLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. POLLUTION PREVENTION PLAN CERTIFICATION FOLLOWING UMITATKONS: AS IN OR HIGHWAY MEDIANS. REFER TO D-905 FOR * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE Q LLL O A. WHERE THE MAXIMUM SLOPE BEFNND THE BARRIER IS 33 PERCENT. CONSTRUC OF HAY BALE do FABRIC SEDIMENT FILTER. ORIGINAL MANUFACTURER'S LABEL * NO MORE THAN 10 ACRES OF THE SITE WILL. 8E DENUDED AT ONE TME J U I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. F_ _ w0 ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND • SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS * ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT. x 0 < }- 3 ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUAUFIED REFER TO CITY STA DARD DETAIL D-910 FOR PROPER CONSTRUCTION PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION RECOMMENDED BY THE MANUFACTURER. THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR < Q i'- 'R PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION OF THE FILTER FABRIC BARRIER. & SEDIMENT P LEM TO THE RECEIVING WATER BODY. SILT FENCES dt a SOMEONE APPOINTED BY THE SUPERINTEI�nENT. AT LEAST ONCE A WEEK AND Ci HAY BALES ARE BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. IN p as SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORECE 3 MANAGE THE SYSTEM. OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR 3• BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED DISCHARGING CTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL DISPOSING OF THE CONTAINER. * ALL TURBIDITY CONTROL MEASURES MALL BE MAINTAINED IN GOOD WORKING .`�,' � '� 61 a- GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE co ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE ORDEI; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED THIN 24 HOURS OF ��.��• '"•• w 0o BEST OF MY KNOWLEDGE AND BELIEF. TRUE. ACCURATE. AND COMPLETE. I LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES • MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL REPORT. �_0 `Q,.•• • o AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE AT ONE TIME. PROPOSED STORM WRiER PONDS OR TEMPORARYcn WILL BE FOLLOWED ` •((� �i T INFORMATION INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- Q PONDS) WALL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS .Z O FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE �� •Z „ Z KNOWING VIOLATIONS. + REACHED ONE-THIRD THE HEIGHT OF THE FENCE. GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE SEDIMENT BASIN MUST PROVIDE A MINIMUM OF 3.600 CUBIC FEET OF THE SITE SUPERINTENDENT MALL INSPECT DAILY TO ENSURE MATERIALS �W,I.I .a.: STORAGE PER A E DRAINED UNTiL FINAL STABILIZATION OF THE SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL TH p APPLIES ONLY IN OSE SITUATIONS W HERE THE SPREADER CAN BE s 'L'.• • o a / •, • 00SIGNED: 7 00, HiflMeututl�N� C .N DATED: Project No.: 16-01-0006 0 6 Designed: Drawn: J.E.W. D.C.G. Cr Checked: O.C.: so T.B.W. R.C.W. o Date: 4 NOVEMBER 12,2015 0 r co Scale: / m 12 r n4 Sheet SU MM NA&IN affm 4.92.VA IM DAnN E C-4 N 0 rn LEGEND low TREE TO BE PRESERVED 0[z o PROTECTED TREE TO cu .0 BE REMOVED Im"MENEM"NON-PROTECTED TREE TO BE REMOVED 0 4IIIIIIIIIIll 41M LIMITS OF CLEARING .......... x TREE BARRICADE 8Ln Z CL .. ...... \0 ca In SF SILT FENCE ca 4'AW1,'M ftM ........... 16.m LLI -.,C> cu Ln rn LMLI .................... 16".......... 4) 0 .............. Kv pop..........E z It Ln pop ............. V) ui 0 Cm EXISTING DOG PARK M—SF S F < D0 ..... ..i ............ 0 D MG POND LIMITS OF CLEARING NON—PROTECTED 'MEE ...... TO BE REMOVED (TYP.).............. v I 5 > 4mmum, ........... immune.......... Q) z < .......... U MI T!S OF CLEARING ......OR *Wp~ 0 .................................. ............ Ld ....... SILT FENCE TYP................................ ............ 00 Q9J u i %aikM PROTECTED 'MEE TO Q) 1 0 BE REMOVED (TYP 0 0 ............................................................ ........... .......... 6 c NIEMEN" .............W W W W-,yAw uW Fney— 4, OX9 V) LW x X ..... .............. ...107 TREE BARRICADE TYP BENM MAW-EMT RN W SWTARY MANHML .............ELEVAMON-ILI 7 N.A.U.I M DATM ...............................I0 .......... 0 .......... L i .......... --fttoo 0 z> 0 u i IVI IT I Cl^' T I 0 N T R E I u i S E T 4 M NAX I N CURB F 0 R C 0 1 M I M E R C I A L P�R C>P E RT1 E S NAV. I M DA7W.......... 1-um LIJ ...........INCHES MITIGAT16N MITIGATION MITIGATION ..........MITIGATION LOCATION .... .......REMOVED RATIO INCHES INCHES PROVIDED OW 0 DOG PARK C I T`Y 0 F 385 492 385 U. ATLANTIC BEACH PARCEL AQUATIC PARCEL 1 5 5 1 2 0 435 Lu........................... cif (3 TOTAL 385 0 ILu U) TREE BARRIER SHALL BE REPLACEMENT INCHES (SEE PLANT LIST) 927 PLACED M THE OUTER LIMITS uJ OF TREE DRIPLINE, 6 NNIMUM BALANCE DUE 0 uJ .......... 6 INSTALL 3' TREE IFENCE ALONG AREAS uJ TO B E PROTECTED(SEE NOTES) 0 PAYMENT CALCULATION Iu 0 TOTAL PAYMENT DUE 0 X $123 $0 ................ IuJ co \— V) TREE PROTECTION DETAIL THE SITE CONTAINS LARGE AMOUNTS OF BURIED TRASH CONSISTING OF PLASTIC, PAPER, GLASS AND N.T.S. 0 I- V) 04 0 WOOD WHICH IS REPRESENTATIVE OF A SITE PREVIOUSLY USED FOR DUMPING HOUSEHOLD WASTE. THESE TREE PROTECTION NOTES: CONDITIONS ARE UNSUITABLE FOR DEVELOPMENT AND FOR HEALTHY GROWTH OF DESIRABLE TREES. PER M r-- q) 1 44,!,�, _3 0 CL SECTION 23-8. DEFINITIONS, ADVERSE SITE CONDITIONS SHALL MEAN EXISTING SITE CONDITIONS THAT 0 4z) a........ ...1 ALL PROTECTED TREES SHALL BE PROTECTED FROM DAMAGE TO TOP% TRUNKS AND ROOTS. ............ < ..................SHOULD ANY DAMAGE OCCUR TO ANY EXISTING TREE TO REMAIN, CONTACT OWNER'S U N FAVORABLY AFFECT TH E I M PLEM EN TION OF TH E PROVISIONS OF TH IS CHAPTER AN D THAT H I N DER PLANT ...................... 6...........0 REPRESENTATIVE.In VIABILITY AND GROWTH. (2) EXISTING AREAS 0 F BURIED SOLID WASTE AT A DEPTH THAT WOULD AFFECT ..... .........2. PRIOR TO DEMOLITION. CONTRACTOR SHALL TAG TREES M REMAIN AS SPECIFIED BY CONTACT to V) VIABILITY OF PRESERVED OR PLANTED MATERIAL.OWNER'S REPRESENTATIVE. 4) _J6.. ..........................3. INSTALL TREE PROTECTION FENCE PRIOR TO ANY LAND DISTURBANCE. KEEP FENCE UPRIGHT,FREE OF SILT AND IN GOOD REPAIR UNTIL PROJECT COMPLETION. .........................Im TREE PER RESOLUTION NO. 16-02 THE SITE HAS BEEN DESIGNATED AS A BROWNFIELD..9 4. WHERE EXCAVATING FOR NEW CONSTRUCTION IS REQUIRED WI THIN DRIP LINE OF S, HAND .................... .............. ......... Project N a DAMAGE TO ROOT SYSTEMS. .............5. TREE PROTECTION AREAS ARE TO REMAIN UNDISTURBED, FREE OF ANY DEBRIS. PROHIBITED TO BENCH MM -01-0006 16 XT m"N IN ANY FOOT OR VEHICULAR TRAFFIC AND THE STORAGE OF ANY CONSTRUCTION MATERIALS. REFER TO REPORT OF GEOTECHNICAL EXPLORATION BY ELLIS & ASSOCIATES, INC. DATED OCTOBER 26, 2015. CONCRM . .. .... Designed: Drawn: E"710N-7.59 N.A.=I W DAWW cc 6. PROVIDE A PRE—POSTED BARRICADE. POLYPROPYLENE HI VUE ORANGE FENCE. REINFORCED W/ J.E.W. (E&A PROJECT NO. 3719-0019) THE SOIL BORINGS REVEAL THAT THE SITE CONTAINS LARGE AMOUNTS OF A.N.B. #5 REBAR 0 10 O.C. AROUND ALL TREES TO BE PRESERVED AS SHOWN ON PLANS. PROMDE TRASH THAT ARE AT DEPTHS RANGINC_ FROM O' TO 8.5' DEPTH. THE PROJECT PROPOSES TO REMOVE THE 0 Checked: O.C.: SILT FENCE ALONG UPHILL SIDE OF "MEE PROTECTION FENCES. m T.B.W. R.C.W. 7. A WATERPROOF, RIGID SIGN SHALL BE AFFIXED TO EACH INDIVIDUAL BARRICADE. SUCH THAT TRASH ONSITE. THE UNFAVORABLE CONDITIONS AND THE SOIL DISTURBING ACTIVITIES REQUIRED TO REMOVE S66Z� THERE IS ONE SIGN EVERY FIFTEEN FEET ALONG THE LENGTH OF THE BARRICADE. THE SIGNS Date: SHALL CONTAIN THE FOLLOWING WORDS, AND WILL BE MADE AVAILABLE BY THE CITY AT THE THE TRASH FROM THE SITE WILL PRE�ENT THE APPLICANT FROM PRESERVING THE TREES ONSITE. THUS, NO NOVEMBER 12, 2015 TIME OF PERMIT ISSUANCE: NO GRADE CHANGE. STORAGE OF MATERIALS. VEHICLES OR MITIGATION IS PROPOSED FOR THE TREES LOCATED ON THIS BROWNFIELD SITE. Scale: EQUIPMENT IS PERMITTED WITHIN THIS TREE PROTECTION ZONE. THIS TREE PROTECTION ATLANTIC BOULEVARD 1 BARRIER MUST NOT BE REMOVED WITHOUT THE WRITTEN AUTHORIZATION OF THE CITY OF I 30' i6 p ENT (1001 ROW) ATLANTIC BEACH. FOR INFORMATION. CALL (904) 247—MOO. 13A W:14 Sheet V NE AQUATIC PROPERTY- MITIGATION TABLE AQUATIC PROPERTY - MITIGATION TABLE DOG PARK/CITY OF ATLANTIC BEACH PROPERTY M o cu 10-4 TREE SIZE TYPE TOTAL INCHES TREE SIZE TYPE TOTAL INCHES MITIGATION TABLE = C NO. (DBH INCHES) (COMMON NAME) STATUS REMOVED NO. (DBH INCHES) (COMMON NAME) STATUS REMOVED TREE SIZE TYPE TOTAL INCHES V -p .MO 42 14 TWIN MIMOSA NON PROTECTIVE 0 140 9 PALM NON PROTECTIVE 0 NO. (DBH INCHES) (COMMON NAME) STATUS REMOVED �� • .O 43 17 HICKORY PROTECTIVE 17 141 20 PALM PROTECTIVE 20 3 11 TRIPLE ELM PROTECTED 11 V 43 ;Q. -- 44 16 TRIPLE MIMOSA NON PROTECTIVE 0 142 18 PALM PROTECTIVE 18 4 11 TRIPLE ELM PROTECTED 11 � V •C 45 9 MIMOSA NON PROTECTIVE 0 143 13 HICKORY PROTECTIVE 13 5 10 TWIN ELM PROTECTED 10 V" 46 11 TWIN MIMOSA NON PROTECTIVE 0 144 10 HICKORY PROTECTIVE 0 6 13 TRIPLE ELM PROTECTED 13 U Cn 4 TWIN MAPLE PROTECTIVE 24 7 9 TWIN ELM PROTECTED 9 E 47 16 MAPLE PROTECTIVE 16 145 2 M 48 10 MAPLE PROTECTIVE 10 146 17 PALM PROTECTIVE 17 8 16 TRIPLE ELM PROTECTED 16 '—�.' 00 Ln Z •a 49 14 MAPLE PROTECTIVE 14 147 11 HACKBERRY NON PROTECTIVE 0 9 18 WATER OAK PROTECTED 18 ,.�� Ln N 50 11 TWIN MAPLE PROTECTIVE 11 148 13 HACKBERRY NON PROTECTIVE 0 10 14 WATER OAK PROTECTED 14 Q, ^J m 51 11 HACKBERRY NON PROTECTIVE 0 149 10 HACKBERRY NON PROTECTIVE 0 11 9 LAUREL OAK PROTECTED 9 p uJ ami 52 11 HACKBERRY NON PROTECTIVE 0 150 12 HACKBERRY NON PROTECTIVE 0 12 16 WATER OAK PROTECTED 16 •CU aj Ln D CCU •L 53 14 HICKORY PROTECTIVE 14 151 11 HACKBERRY NON PROTECTIVE 0 13 11 TRIPLE ELM PROTECTED 11 Q .r •L M a 54 17 HACKBERRY NON PROTECTIVE 0 152 17 PALM PROTECTIVE 17 14 14 TRIPLE ELM PROTECTED 14 q , �`" z 55 21 MAPLE PROTECTIVE 21 153 18 MAPLE PROTECTIVE 18 15 11 TRIPLE ELM PROTECTED 11 p t1 0 o 56 17 MAPLE PROTECTIVE 17 154 21 MAPLE PROTECTIVE 21 16 10 TWIN ELM PROTECTED 10 p z 57 26 MAPLE PROTECTIVE 26 155 20 MAPLE PROTECTIVE 20 17 9 TWIN ELM PROTECTED 9 C Z PON- 58 21 TWIN MAPLE PROTECTIVE 21 156 25 MAPLE PROTECTIVE 25 18 9 TRIPLE ELM PROTECTED 9 os 59 13 MAPLE PROTECTIVE 13 157 21 MAPLE PROTECTIVE 21 19 7 PINE PROTECTED 7 ,C 0 �V w 60 15 HICKORY PROTECTIVE 15 158 10 HICKORY PROTECTIVE 10 20 8 PINE PROTECTED 8 � 0 m T 61 10 HICKORY PROTECTIVE 10 159 15 PALM PROTECTIVE 15 21 9 PINE PROTECTED 9 � 0\ O ao 62 10 MAPLE PROTECTIVE 10 160 14 PALM PROTECTIVE 14 22 8 PINE PROTECTED 8 N S. 63 12 LAUREL OAK PROTECTIVE 12 161 14 PALM PROTECTIVE 14 23 8 PINE PROTECTED 8 m z a 64 10 LAUREL OAK PROTECTIVE 10 162 14 HACKBERRY NON PROTECTIVE 0 24 9 PINE PROTECTED 9 a 'a 65 13 MAPLE PROTECTIVE 13 163 7 HACKBERRY NON PROTECTIVE 0 25 7 CHERRY PROTECTED 7 w C66 16 HACKBERRY NON PROTECTIVE 0 164 7 MAPLE NON PROTECTIVE 0 26 9 PINE PROTECTED 9 .L 0 IL 67 24 TWIN HICKORY PROTECTIVE 24 165 12 HACKBERRY NON PROTECTIVE 0 27 9 PINE PROTECTED 9 � 13- 68 68 8 HACKBERRY NON PROTECTIVE 0 166 10 HACKBERRY NON PROTECTIVE 0 28 1 9 PINE PROTECTED 9 w 69 15 TWIN HACKBERRY NON PROTECTIVE 0 167 9 HACKBERRY NON PROTECTIVE 0 29 9 PINE PROTECTED 9 0 70 12 HACKBERRY NON PROTECTIVE 0 168 7 HACKBERRY NON PROTECTIVE 0 30 8 PINE PROTECTED 8 'U) 0 71 9 HACKBERRY NON PROTECTIVE 0 169 7 HACKBERRY NON PROTECTIVE 0 31 8 TWIN ELM PROTECTED 8 � z 72 9 LAUREL OAK NON PROTECTIVE 0 170 8 HACKBERRY NON PROTECTIVE 0 32 9 PINE PROTECTED 9 73 10 HACKBERRY NON PROTECTIVE 0 171 6 HACKBERRY NON PROTECTIVE 0 33 9 PINE PROTECTED 9 z0 74 8 MAPLE NON PROTECTIVE 0 172 6 HACKBERRY NON PROTECTIVE 0 34 9 PINE PROTECTED 9 w 75 8 MIMOSA NON PROTECTIVE 0 173 21 PALM PROTECTIVE 21 35 11 PIMN PROTECTED 11 Z) 76 7 HACKBERRY NON PROTECTIVE 0 174 15 PALM PROTECTIVE 15 36 8 LAUREL OAK PROTECTED 8 1 1 1 1 1 m 77 16 TRIPLE MAPLE PROTECTIVE 16 175 14 MAPLE PROTECTIVE 14 37 7 CYPRESS PROTECTED 7 0 0 78 7 HACKBERRY NON PROTECTIVE 0 176 22 TWIN MAPLE PROTECTIVE 22 38 10 CYPRESS PROTECTED 10 79 9 HACKBERRY NON PROTECTIVE 0 177 15 PALM PROTECTIVE 15 39 10 CYPRESS PROTECTED 10 N a o 0 z z 80 9 HACKBERRY NON PROTECTIVE 0 178 11 MAPLE PROTECTIVE 11 40 13 CYPRESS PROTECTED 13 V) 81 11 HACKBERRY NON PROTECTIVE 0 179 16 MAPLE PROTECTIVE 16 TOTAL 385 Z 82 9 LAUREL OAK NON PROTECTIVE 0 180 12 MAPLE PROTECTIVE 12 83 18 LAUREL OAK PROTECTIVE 18 181 15 MAPLE PROTECTIVE 15 J < CL 84 6 MAPLE NON PROTECTIVE 0 182 13 MAPLE PROTECTIVE 13 Z z 85 14 TWIN HACKBERRY NON PROTECTIVE 0 183 8 HACKBERRY NON PROTECTIVE 0 86 21 TWIN HACKBERRY NON PROTECTIVE 0 184 6 HACKBERRY NON PROTECTIVE 0 Z 0 0 87 15 HACK13ERRY NON PROTECTIVE 0 185 7 HACKBERRY NON PROTECTIVE 0 O _ J I 88 14 PALM PROTECTIVE 14 186 8 HACKBERRY NON PROTECTIVE 0 0 ff 89 14 PALM PROTECTIVE 14 187 6 HACKBERRY NON PROTECTIVE 0 3 90 14 PALM PROTECTIVE 14 188 9 HACKBERRY NON PROTECTIVE 0 Q z 91 11 MtMQ3 A NON PROTECTIVE 0 189 14 HACKBERRY NON PROTECTIVE 0 0 0 _ w 92 18 HACKBEYfy NON PROTECTIVE 0 190 15 HACKBERRY NON PROTECTIVE 0 0 93 20 MIMOSA NON PROTECTIVE 0 191 18 HACKBERRY NON PROTECTIVE 0 94 7 HACKBERRY NON PROTECTIVE 0 192 12 HACKBERRY NON PROTECTIVE 0 0 � o 95 15 PALM PROTECTIVE 15 193 16 PALM PROTECTIVE 16W 0 w 96 7 MAPLE N` ROTECTIVE 0 194 17 MAPLE PROTECTIVE 17 WD 0 97 8 HACKBERRY NON PROTECTIVE 0 195 20 MAPLE PROTECTIVE 20 0 98 9 HACKBERRY NON PROTECTIVE 0 196 19 MAPLE PROTECTIVE 19 I•,•.. IL Li 99 17 MAPLE PROTECTIVE 17 197 13 MAPLE PROTECTIVE 13 W 100 23 PALM PROTECTIVE 0 198 14 MAPLE PROTECTIVE 14 m 101 10 CAMPHOR NON PROTECTIVE 0 199 19 MAPLE PROTECTIVE 19 � p 102 21 MAPLE PROTECTIVE 0 200 13 MAPLE PROTECTIVE 13 J 103 12 PALM PROTECTIVE 0 201 16 MAPLE PROTECTIVE 16 W J U. Q � � z 104 12 PALM PROTECTIVE 12 202 27 TWIN MAPLE PROTECTIVE 27 N 105 20 MAPLE PROTECTIVE 0 203 7 HACKBERRY NON PROTECTIVE 0 O = Z oz 106 17 PALM PROTECTIVE 17 204 6 HACKBERRY NON PROTECTIVE 0 = r , w a 107 17 MAPLE PROTECTIVE 17 205 7 HACKBERRY NON PROTECTIVE 0 Z c5 z 108 12 TWIN MAPLE PROTECTIVE 12 206 17 HACKBERRY NON PROTECTIVE 0 W O (f, – 109 25 MAPLE PROTECTIVE 25 207 21 HACKBERRY NON PROTECTIVE 0o W Y 110 11 HICKORY PROTECTIVE 0 208 13 MAPLE PROTECTIVE 13U Q 111 9 MAPLE NON PROTECTIVE 0 209 12 HACKBERRY NON PROTECTIVE 0 r = CL w W 43 112 13 HICKORY PROTECTIVE 13 210 1 9 HACKBERRY NON PROTECTIVE 0 V V >- 113 12 MAPLE PROTECTIVE 12 211 12 HACKBERRY NON PROTECTIVE 0 J Q w � J 114 10 HACKBERRY NON PROTECTIVE 0 212 10 HACKBERRY NON PROTECTIVE 0 < z — z 115 14 HICKORY PROTECTIVE 14 213 17 PALM PROTECTIVE 17 J L) U 116 23 TWIN MAPLE PROTECTIVE 23 214 9 HACKBERRY NON PROTECTIVE 0 w 117 8 WATER OAK NON PROTECTIVE 0 215 8 HACKBERRY NON PROTECTIVE 0 Qit 0 118 12 MAPLE PROTECTIVE 12 216 7 HACKBERRY NON PROTECTIVE 0 Q ~ W 119 13 PALM PROTECTIVE 13 217 9 HACKBERRY NON PROTECTIVE 0 ao 0 120 16 HICKORY PROTECTIVE 16 218 18 TWIN MAPLE PROTECTIVE 0 ¢ � 3 a M 121 17 PALM PROTECTIVE 17 219 10 HACKBERRY NON PROTECTIVE 0 ¢ w 122 14 PINE PROTECTIVE 14 220 10 LAUREL OAK PROTECTIVE 10 J c 123 12 PINE PROTECTIVE 12 221 12 HICKORY PROTECTIVE 12 0� a N 124 16 PALM PROTECTIVE 16 222 7 CATALPA NON PROTECTIVE 0 00 o Z 125 15 PALM PROTECTIVE 0 223 11 MIMOSA NON PROTECTIVE 0 =o Q y 126 20 PINE PROTECTIVE 20 224 16 MAPLE PROTECTIVE 16 UJ c o 0 127 8 PINE NON PROTECTIVE 0 225 13 MAPLE PROTECTIVE 13 w N 128 17 TALLOW NON PROTECTIVE 0 226 18 MAPLE PROTECTIVE 18 _ 3 129 16 PALM PROTECTIVE 16 227 10 MAPLE PROTECTIVE 10 v G 130 11 MAPLE PROTECTIVE 11 228 13 HACKBERRY NON PROTECTIVE 0 Project No.: 131 10 PINE PROTECTIVE 10 229 9 MAPLE NON PROTECTIVE 0 16-01-0006 C 132 10 MAPLE PROTECTIVE 10 230 15 HACKBERRY NON PROTECTIVE 0 Designed: Drawn: +r 133 14 PALM PROTECTIVE 14 231 12 HACKBERRY NON PROTECTIVE 0 J.E.W. A.N.B. Q Checked: O.C.: Cr 134 18 PALM PROTECTIVE 18 TOTAL 1505 co 135 18 PALM PROTECTIVE 18 T.B.W. R.C.W. { Date: c 136 22 PALM PROTECTIVE 22 NOVEMBER 12, 2015 o 137 17 PALM PROTECTIVE 17 Scale: 138 18 PALM PROTECTIVE 18 c 139 13 TRIPLE HACKBERRY NON PROTECTIVE 0 k Sheet 13B • I � NE NOTES: I I_EL M8 .w o SOUIx sr�iNCn V.-0.231 V€, m 4-0 —1f. MANHOLE TREE LEGEND i.. ;� 15 LEGACY TREES (120 INCHES) @ 4" CALIPER SHALL BE PLANTED WITHIN THE PARKING PERIMETER I ' — � -" �""� .� ,w �� °-= 4� .230 KIN LOT. COORDINATE LOCATION WITH THE OWNER. I ►1 -� `'•S OF THE ADJACENT CHURCH PARKING 0 _ {I �� ," -•"--� 1 QV , LI CRAPE MYRTLE _V I::Z, � ISTORM MAN ..,......." ......._."...,•...............•..•-.,,•..... _ —'\ EAST NV. — 7 tt 1 AR " {I ;� It QV LIVE OAK V M � �o u ; M E 3 TD A 00 $ Ln Z t , I s2 BA TD BALD CYPRESS [n Q m 0 1 QV n 2 UNIT APT. • AR RED MAPLE ( ,� SWI BLDG. 0 \ O� ' 2 1 U ' *3 TD �*3TD *3 TD '� QV A * � tl VO WALTERS VIBURNUM z .... ............ .F _ J M E w �' 1~ 0 = z E LIL �� ...." u j = M Z u 1 V ' 100 � \0Q Li r II s N >` � _V � c *1 QV "I m CM *3 TD n 1 Q DCP+UG O O N EXISTING DOG PARK ` it • ' z� � J O v It L cn �. ........ ......." ........ ......... ......._ ................. .,....,.. ......... ......... ._.._. �. �- ....._ _.�.,,,„ _ 1+111 i r,.c. a I I p m m I � Z 3 i DOG C'� , D ..::.....:..::: u •L t 1 t UJ a i _ I t — I i 1 AR O NEST INV -1.16 }Y19 DOG PONDit 1 .1 TD 7 Pt � I .- Dt+�h 5' c I 1 • 1 � r I I W PI I t DRO NLET ATE EL-3.9 1 V OR 3 Q 1 - Tri INV.— I SOU 0.95 - - 2M O �p�y..� r t hiTVC. i� { 1 V a 3 TD _; 2M II TD H 2 DSCIIP'� z � I I 0 1 • � _ ,I 11 W I 1 • PR OJECT OP INLET { t CY N ATE 8.00 BOUNDARY II 0 IN — NW 1.22 • W } `M ♦V m .r 5 CONCRETE TE sraw�DRAM sAru HOLE II O 9. TOP-8.53 ;•�>:a•` o•m Flu ov■ATER .�a SIDEWALK I<- 1 QV � p NV.W. 4.38 ----- ---- -----_ _ ------ --- -- ------ -- --_= -------------------------- - - _ - ---------- - 1 QV C0 (V O I a QVC a "... "." z go"MOM� W .......................... .,,..."..................,........... IV—............,.. V: �I a 1 — 1 V 1 V V Q Q 1 V Q Q 1 V = Q m } II { Z SANITARY MANHOLE EAST RIM EL-8.17 INV.N.-1.31 _ i Q INV.M.=1.43 Z o z Q UNIT APT �� >�'�� ..► — r 5 UNIT APT. t' ..- BLDG. A: J }:• � o BLDG. • . 3 ocP+uo W e � o NOTES: — * CONTRACTOR TO DISTRIBUTE THESE TREES IN ACCORDANCE M THE EXISTING TREES ON SITE. TREES SHALL NOT BE:.'k° .v �� (� o w CLOSER THAN 20' FROM OTHER TREES. COORDINATE LOCATIONS WITH THE CITY OF ATLANTIC BEACH FOR APPROVAL. L o 4 VO U � 1u � � Z 0 : w U 2 U 0 } 0 I B 5 Vi0 a T C EA H QfA IQ TL LAN C �u� w { TREE AND LANDSCAPE REQUIREMENTS W 0 t- PERIMETER VUA: SOUTHWEST TREE MITIGATION a ` 2 LLQ G( z See Tree Mitigation Sheets 13A & 13B VUA Frontage: 24 LF :. LL Required landscape area (10 SF per LF): 240 SF — 3 UNIT APT. z o «' : . w. TOTAL TREES Provided landscape area: 240 SF BLDG. ;. = z Site Area: 74,333 1.70 Ac Required trees (1 per 50 LF, 50% shade): 1 trees, 1 shade 5 U81 DG NIT APT. = V W a Required Minimum Trees (1 per 8,000 SF): 9 Provided trees: 1 trees, 1 shade Z Q o — z_ Provided Trees: 27 new Shrubs required (25% of landscape area): 60 SF Minimum Shade Tree Percentage (> 50%): 52% Shrubs provided: 63 SF � ` := vs; o W U �: t O a INTERIOR VEHICULAR USE AREA(VUA) 24-177 c PERIMETER VUA: NORTH — W W N r VUA Area: 11,323 SF VUA Frontage: 28 LF 1 QV � � J -, J Z W I r 10 SF r LF : 2 � it landscape area a 80 SF 112S F Required ed n e area (10%): 3 Required fired la dsca 4 ( ) VO q P q Pe P f— — z Provided landscape area: 280 SF { z . 1 1 2 SF provided ro Provided landscape area: 3 Q Trees required (1 per 4,000 SF, 50% shade): 3 trees, 2 shade Required trees (1 per 50 LF, 50% shade): 1 trees, 1 shade 2 HO Trees provided: 6 trees, 3 shade Provided trees: 2 trees, 2 shade Qv : 0 In r 7 F Shrubsrequired f a dsca e a ea O S 28 SF h .. ,..::: ..::::... .: ::::: :. . Shrubs required 25/0 of landscape area): 3 S q ( P ( P ) li Q x x s I.L a Shrubs provided. 288 SF Shrubs provided. 72 SF .: W 3 4 }v. .. O cP+ .r uo Q f` 0 J - V VUA 24177 •ATLANTIC BLVD.PERIMETER U d ( tO VUA Frontage: 22 LF Q ( W o g fi c Required landscape area (10 SF per LF): 220 SF � Y t o cn O� a Provided landscape area. 220 SF W� Required trees (1 per 50 LF, 50% shade): 1 trees, 1 shade 1 oo a z o Provided trees: 1 trees, 1 shade _ .." uMT =g � � Shrubs required (25% of landscape area): 55 SF MDQ "J a o J 3 Shrubs provided: 63 SF 1 Qv a �' N � °' PERIMETER VUA: AQUATIC DR. •� Project No.: o VUA Frontage: 58 LF 16-01-0006 Required landscape area (10 SF per LF): 580 SF �— o�°RR Designed: Drawn: Provided landscape area: 580 SF 1 QV M.C.H. M.C.H. Cr Required trees (1 per 50 LF, 50% shade): 1 trees, 1 shade — — �" .."."� Checked: O.C.: c :��:� _ �1; N 51 VO " oo,+air�E sa�rxx o�� ` _ ... � M D .tom` _ , T.BW R.C.W. ar o Provided trees: 2 trees, 2 shade � �-�� _ Shrubs required (25% of landscape area): 145 SF _ v � .,. _.,.._ PA,�,T Date: NOVEMBER 12, 2015 T rMWTE Shrubs provided: 153 SF _EL-8.83 lE EL.0.42 JTH INV.-3.13 I I ATLANTIC BOULEVARD "� Scale: ,1 1 1 = 30 a.I (100' ROW) SII . Sheet 14A s V NE 5-7 HEALTHY FRONDS M U MINIMUM. TIE FRONDS WITH -4-1 eG �-- PLANT SCHEDULE BIODEGRADABLE TWINE. HEAD �� •--+ TO REMAIN TIED UNTIL PALM V . .3 TY ABV BOTANICAL NAME COMMON NAME SIZE SPACING ORIGIN CANOPY VALUE LEGACY VALUE PUSHES IT OPEN. O O Q .-:�1114 o „ " 5 LAYERS OF BURLAP V 3 AR Acer rubrum 'Florida Flame' Red Maple 4" cal / 12-14' ht. As shown Native N 24 SECURE BATTENS WITH 2-3�4 > V La erstromia indica 'Tuske ee' Crape Myrtles 3" cal/8' ht. min./3 min. multi-trunk As shown Exotic N 39" STEEL BANDS TO SECURE TTENs V C DURING PLANTING PROCESS STEEL BAND to O .. 13 LI 9 9 Quercus vii iniana Live oak 6" cal/ 12-14' ht As shown Native Y s 276" TRUNK. HEIGHT OF BATTENS DO NOT NAIL BATTENS TO PALM TOE NAIL C: V M O 23 QV g SHALL BE LOCATED IN RELATION CZ to 0 TO THE HEIGHT OF THE PALM Bald cypress 6" cal/ 12-14' ht As shown Native YES 468" . �•II -.� 39 TD Taxodium distichum Yp I- TOTAL 807" - W 111' (9 .__i> Ip \Z 3-2X4 WOOD BRACES STAKED WITH A n•�r N cc 2X4X24" STAKE PAD BURIED 3" BELOW U �Q Viburnum obovatum Walter's Viburnum 24-30" ht/7 gal 3' OC Native GRADE. m 116 VO � O AVOID CONTACT WITH TRUNK � SOD St. Augustine 'floratam' St. Augustine 4 OF SAND PLACED ON BACKFILL O -� > M a w m FINISHED GRADE � � U Z O � � M E LOU PLANT SO THAT TOP OF ROOT BALL = cis IS EVEN WITH THE FINISHED GRADE PULVERIZED SOIL BACKFILL ► r Ln N FINISSHEER GRADE AT TIME OF PLANTING. ALL ROOT BALL COVERING N W Gi 2 X l ALJ.PI/l MATERIALS SHALL BE COMPLETLY ,� �V REMOVED BEFORE PLANTING 0 O m PALM PLANTING DETAIL / g o N N N I- N.T.S. m D Z Q 00 DO NOT CUT LEADER Q PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING AS DIRECTED C 00 800 BY THE LANDSCAPE ARCHITECT O a Oo Of CL 8 �o *PROTECT TREE WITH BURLAP X w 2"x4"X8'-0" STAKES 00 G (3 PER TREE) cn O FLUORESCENT G MULCH, 1" DEEP ON ROOT ZONE .> >_ ORANGE MARKER ON BRACE 11) Z 3" BASIN FOR WATERING. Of 1" WIDE MIN. Z NYLON STRAPS MULCH, 3" DEEP O (3 PER TREE) STAKES 18" SET CROWN OF ROOT BALL 0'-2" w N BELOW GRADE ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY. w N m � O BACKFILL WITH PLANTING SOIL. N 0 p SET ROOTBALL ON UNDISTURBED SOIL. 2x BALL DIA N H MULTI- TRUNK AND SMALL TREE (2' cal. and under) PLANTING DETAIL Z GENERAL INSTALLATION INSTRUCTIONS 2.2. Soil pH 15. Contractor shall provide mulch for all newly installed landscape areas. Provide a N.T.S. Q z 1. Contractor shall furnish all labor, materials, and insurance to cornute the work as 2.3. Nutrient content minimum 6' diameter mulch ring for all installed trees. Provide uniform coverage for all J 0 shown in the plan. landscape beds at the specified depth maintain at least 6" clearance from all woody O DO NOT CUT LEADER � ter. 2.4. Recommended amendments trunks and stems. PRUNE DAMAGED OR DEAD � 2. Contractor shall locate and visibly mark all buried utilities p.. onstruction and notify - o WOOD IMMEDIATELY PRIOR O 3. Contractor shall furnish a co of the so I report(s) alon with the contractor's TO PLANTING AS DIRECTED = PY g � 15.1. Mulch shall be pine straw. 0 Oo 0 q o BY THE LANDSCAPE ARCHITECT � 3 the.la iteetef any`conflicts. . . 00 0 0� recommended amendments to the landscape architect and the owner prior to initiating Q z Contractor shall demolish and remove from the premises all pavement, sod and other plant installation. Contractor shall not initiate plant installation without a written or verbal 15.2. Mulch shall be min. 2" uniform depth. (�,� PROTECT TREE WITH BURLAP o 3. P "v V materials required to implement the plan. response from the landscape architect r owner indicating receipt of the report and _ _ _T6 Install sod or seed, as specified in the plans, according to the florida department of 8 �p " a 1 WIDE MIN. NYLON STRAPINGO 4. All work shall be com leted in a timely manner and in accordance with standard industry agreement with the amendment approa h. ransportation standard specification section 570 performance turf NO AT EQUAL SPACING (3 PER TREE) 0 P http://www.dot.state.fl.us) unless otherwise stated herein. practices. 4. At a minimum, contractor shall provide " DEEP ON ROOT ZONE o 5. Contractor shall coordinate a work plan with the owner or agent and the landscape throughout the planting soils prior to plant installation. Do not apply synthetic fertilizer to 17. &ntractor shall provide certified, healthy sod, free of weeds, disease, fungus, insects, or 3" BASIN FOR WATERING. Z Z O architect prior to starting work and shall comply with all state and federal requirements any planting area without the approval of the landscape architect or owner. nematodes. MULCH, 3` DEEP w J � for work safety. 17.1. Sod shall be: 1/2"x2' FLUORESCENT O 6. Contractor shall provide all required,permits and associated fees to complete the work. INSTALLATION 17.1.1. St. Au Augustine 'floratam' ORANGE MARKER P q PLANT a g SET CROWN OF ROOT BALL 0'-2` � 7. Contractor shall coordinate an approved staging area with the owner rior to start) the ABOVE SURROUNDING FINISH GRADE. pp g g prior n9 1. Install all plants according to sound nursery practices and shall follow ANSI A300 18. C tractor shall provide plant maintenance during the construction period through final UNTIE BURLAP FROM BASE OF TRUNK. m work and shall maintain a clean and orderly site throughout the construction period and Transplanting Standards (LCD6.06.02. 2). ac ptance and the owner shall provide maintenance during the warranty period TRIM AS NECESSARY. O shall properly dispose of all trash and removed materials. following final acceptance, unless otherwise specified in the contract documents. 2;x2" x2' STAKE TOP TO BE U) J 2. Contractor shall verify and determine all final quantities based on the plans prior to 2 MIN BELOW FINISH GRADEW J Q o 8. Contractor shall proceed with approved work In an orderly and timely fashion. bidding and pricing. In the occurrence ol a discrepancy between the plans and the plant BACKFILL WITH PLANTING SOIL. L.L. - Z list, the plans shall take precedence. TREE AND EXISTING VEGETATION PROTECTION SET ROOTBALL ON UNDISTURBED SOIL. .. Ln 9. Contractor shall prevent offsite erosion, both by wend and rain, during construction using P 2x BALL Dla0 adequate means such as silt fencing, hay bales, and drain socks. 3. All plants shall conform to the specificat ons on the plant list or plant schedule. 1. Contractor shall ensure protection of exiting trees and vegetation prior to all clearing or = Z o q P z construction activity using a tree barricade as specified in florida department of C2' cal. and over) = V W a 10. Contractor shall provide all new materials In first quality condition. 4. All plants shall be florida no. 1 grade or etter according to the florida grades and Q Li transportation index number 544 landscape installation (http://www.dot.state.fl.us). A Z Q O - Z unless approved b the landscape architect prior to standards handbook. LAR TREE PLANTING., DETAIL 11. Substitutions shall be rejected u pp y p P silt fence may serve as a barricade where such measures are required and provide full � W LL � � installation. 5. All plants shall be nursery-grown contai erized or b&b stock. protection of the critial protection zone as defined in index 544. N.T.S. 0 o W w n in an expedient manner Y SPACE U 12. Contractor shall repair and/or replace at contractors cost and p 6. All plants shall be in good health, vigorous, evenly branched, and thickly foliated when in 2. Ensure protection for trees and plants to be reserved within the project area as AS SPECT PLANTS a conduit cables fences pavement, plant material, or an other leaf. All plants shall be free of disease insects, including eggs and larvae, as well as P P P P J ~ V w W � any utilities, pipes, , p , p Y p � 9 99 specified in the plans and along the protect boundaries. existing property within or abutting the project site damaged by contractor during the have a healthy, developed root system. They should also be free of physical damage or " V a- 3. Notify the landscape architect prior to an construction activity where protection cannot MULCH, 3 DEEP _ course of the project. adverse conditions that would prevent thriving growth. P P Y P -4 - (SEE SPEC.) Z 0 z 13. Contractor shall notifythe owner and landscape architect at least one week in advance 7. Plant material, tree locations, and bed o Alines shall be staked or flagged on site by the be provided or must be modified to due to conflicting construction activity. ASSPECIFIEDZ O for a substantial completion inspection. The landscape architect shall provide a punch list contractor and shall be adjusted as req ired to fit actual as-built conditions on site and 4. Notify the landscape architect prior to site clearing and construction of any trees or D �- U valuable tants not noted on the tans that may warrant protection, especially o to the contractor outlining items to be completed by the contractor. Contractor shall approved b the owner or owner's representative prior to installation. otherwise a p p y p p y large trees located on adjacent properties whose roots and canopy occupy space within ACCORDINGATOS Q } complete punch list items in timely manner before calling for a final inspection by the g. Unless otherwise specified, all existing )ant material within the areas of new g J p P the project area. PLANT ECIFICATIONS Q w owner and the landscape architect. construction as shown on the plans sha I be removed and properly disposed of off of the 0 14. Final payment for the work shall not be issued until a final inspection is completed and project site. Plant material outside of thE se areas shall remain and shall be replaced with J approved by the landscape architect and/or the owner. like kind if killed or damaged via landscape installation activities (see general installation IRRIGATION INSTALLATION Q � w 15. All work shall be warranted against defects and failure for at least 1 year following the instructions and tree and existing veget tion protection). 1. Contractor shall provide a double-check backflow preventer equal to a DCA-100 (or Y o g approved equal), mounted in a rectangular valve box on the serving side and adjacent to SH B / GROUNDCOVER oN Q cn IL final acceptance. 9. Planting beds shall be cut or edged to f rm a uniform, clean line between beds and lawn the meter. SPA / PLANTING DETAIL Mr- 0 z 16. Contractor shall clean site of all construction debris, materials, and trash. Disturbed areas. 2. Contractor shall submit an as-built Ian of the installed irrigation system, location of all N.T.S. =o a H areas shall be fine-graded and landscaped according to the plans, or sodded with: St. 10. Remove all syntaetic material and remo a burlap and wire basket material from top Y of P g Y a c Augustine 'floratam'. Site must be clean and neat before a final acceptance and payment root ball prior to backfillin components and sleeves to the owner (and municipal authority if required) following �J � o g p g• MULCH, 1" DEEP ON ROOT ZONE J Jcn o will be issued. n 1 installation. ATERING. UJ_ 3 11. Shade trees shall be planted a minimu of 4 feet from any edge of pavement and 5 3. Contractor shall furnish all warranty, maintenance equipment, and operating instructions. ; � n feet from overhead electric as measure from the at-grade centerline (refer to local o d! °o MULCH, 3n DEEP -M Cs provider to verify specific requirements). 4. Contractor shall show owner or maintenance superintendent how to operate the o " Project No.: SOILS P P q ) SET CROWN OF ROOT BALL 0'-1 controller, operate the system manually, shut system off, adjust heads and sprays, and ABOVE SURROUNDING FINISH GRADE. 16-01-0006 0 1. Contractor shall minimize soil compaction to all new planting areas by limiting access to 12. All plant material shall be warranted for period of one year from the date of final those areas designated for planting purposes only. Contractor shall not store, clean, or acceptance of the work and not the date on which it was installed. provide any other critical and helpful information needed to properly operate and Designed: Drawn: PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION. M.C.H. M.C.H. empty equipment or materials within an areas specified for reservation or new plant maintain the system. AFTER PLANTS HAVE BEEN INSTALLED, Cr P YY P P P 13. Contractor shall provide all fine surface rading preparation for planting and shall EACH PLANT SHALL BE PRUNED Checked: o.c.: Q installation. FOR UNIFORMITY. T.B.W. R.C.W. o maintain all finished grade requirement according to the plans, and ensure positive BACKFILL WITH PLANTING SOIL. Date: g 2. Prior to plant installation, contractor shall conduct a soil test in at least three locations on drainage. Report any drainage problem associated with finished grade or finished soil r the site that best represent the plant distribution and conditions shown on the planting characteristics to the owner and the Ian scape architect. 2x BALL Dtl. SET ROOTBALL ON UNDISTURBED SOIL NOVEMBER 12, 2015 o Scale: plan. The soil test shall be conducted by an independent laboratory qualified to test soils. r 14. Coordinate construction of planting are s with installation of irrigation system as SHRLAPLANTING DETAIL The test shall be conducted to determine: specified. 2.1. Soil t P ` type N.T.S. Sheet 14B