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JACKSONVILLE,, FLORIDA 32246
o 7 WATER AND SEWER PLAN
(904) 265-3030 FAX: (904) 265-3031 8A — 8C PAVING AND DRAINAGE DETAILS Project No.:
VICINITY MAP Designed: Drawn:
0 9 POND MODIFICATION SECTIONS
C.A. NUMBER: 3650 L.A. NUMBER: LC2600031 1 10A — 10E WATER AND SEWER DETAILS J.E.W. D.C.G.
www.cwieng.com 11 CLEARING AND SEDIMENT AND EROSION CONTROL PLAN Checked: o.C.: ,,
T.B.W. R.C.W.
c 12 STORMWATER POLLUTION PREVENTION PLAN Date:
4 13A — 13B TREE MITIGATION PLAN NOVEMBER 12 2015
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GENERAL NOTES: .«�. M u
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1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF 25. CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS INCLUDED IN 4. ALL DRAINAGE PIPES INSTALLED WITHIN ROADWAY RIGHT-OF-WAYS / EASEMENTS (PUBLIC OR 21. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN �■ -C -� v ch
CITY STANDARDS (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS AND THE THIS PROJECT, AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE PRIVATE) SHALL BE TELEVISED BY A COMPANY OR INDIVIDUAL CERTIFIED TO PERFORM SUCH WORK. EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS SHALL Q, V O O
REQUIREMENTS OF OTHER AUTHORITIES HAVING JURISDICTION. THE WORK SHALL ALSO BE PERFORMED CONSIDERED AS PART OF THE PROJECT. TELEVISING OF DRAINAGE UNE SHALL BE DONE IN COLOR AND SHALL BE OF SUCH QUALITY TO CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED WATER ��� W_ u 0
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 SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND ALL SOLDERS ov
26. CONTRACTOR SHALL SCHEDULE APRE-CONSTRUCT( MEETING WITH THE CITY OF ATLANTIC BEACH V
EXPLORATIN BY EWS & ASSOCIATES, INC. (DATED OCTOBER 26, 2015). THE MORE STRINGENT SHALL BE PROVIDED TO THE CITY UPON COMPLETION. TELEVISING OF THE DRAINAGE LINES SHALL AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. N
PUBLIC WORKS DEPARTMENT BEFORE MOBILIZATION '�R CONSTRUCTION. •"�" >
SHALL BE USED. BE PERFORMED AFTER PLACEMENT OF THE BASE MATERIAL AND PRIOR TO FINAL WEARING SURFACE v C u
OF ROADWAY. CITY APPROVAL N TELEVISING SHALL BE REQUIRED PRIOR TO PLACEMENT OF FINAL 22. CONNECTION IS CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE V) 0
2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF 27. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT CONSTRUCTION BE IN ACCORDANCE WITH ALL WEARING SURFACE OF ROADWAY. OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF THIS _ . 2
O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FON ANY INJURIES CURRENT CITY OF ATLANTIC BEACH STANDARDS AN SPECIFICATIONS. CONTRACTOR SHALL OBTAIN A PROJECT. ^�
TO HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF COPY OF CITY STANDARD DETAILS AND SPECIFICATIONS FROM CITY OF ATLANTIC BEACH AS WELL AS 5. ALL DRAINAGE PIPE JOINTS ARE TO BE FILTER-WRAPPED. ^-�cA E
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. 23. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. GRAVITY SEWER LINE ' '
H FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. SHALL BE VIDEO TAPES. ALL LINES TO BE CLEANED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A p �Z
6. CONTRACTOR SHALL REVIEW, CORRECT AS REQUIRED, STAMP WITH COMPANY STAMP AND SUBMIT ALL �■
FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH THE PERTINENT DATA SUCH AS N
3. 100 YEAR FLOOD PLAIN BASED N SHOP DRAWINGS ON ALL MATERIALS TO COJ AND ENGINEER AND OWNER FOR REVIEW AND APPROVAL FEMA FLOOD MAP NUMBER 12031CO408H EFFECTIVE JUNE 3, 2013. 2S. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITT L OF "RECORD DRAWINGS" FOR COJ REVIEW AND DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER �, J
PRIOR TO FABRICATION AND PURCHASE FOR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE.
APPROVAL. RECORD DRAWINGS SHALL INCLUDE BENCHMARKS. AND ENGINEER PRIOR TO THE ACCEPTANCE AND ONE COPY OF THE VIDEO TAPE SHALL BE � O �
4. TOPOGRAPHIC INFORMATION SHOWN HEREON TAKEN FROM TOPOGRAPHIC SURVEY PROVIDED BY SUBMITTED TO THE CITY OF ATLANTIC BEACH. ALL DEFECTIVE AREAS AND ITEMS SHALL BE •C V) O� N
BOATWRIGHT LAND SURVEYORS, INC., DATED JANUARY 19, 2016. 7. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ._.0Lu
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, REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE iL w
CL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID CONTRACTOR SHALL PROVIDE AS-BUILTS TO VERIFY R/W GRADES PRIOR TO INSTALLATION OF PROPERTY LINES AND LOW POINTS AS SHOWN N THE PLANS. RE-INSPECTED PRIOR TO ACCEPTANCE. THE MAXIMUM DEFLECTION SHALL NOT EXCEED 5X OF Q C XX M o
FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK ELECTRICAL CONDUITS OR ELECTRICAL LINTS. NOMINAL DIAMETER. INFILTRATION AND EXFlLTRATIN TESTING OF GRAVITY SHALL BE IN Q w ,, a
EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT THE WORK TO BE 8. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES H-20 LOAD BEARING, UNLESS ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS. THE MAXIMUM ALLOWABLE RATE WILL BE 50 `, tr,
AND LOCAL CONDITIONS, 30. THE JURISDICTIONAL WETLAND UNE, WETLAND IMPACTS WETLAND MITIGATION AND UPLAND BUFFERS ( GALLONS PER INCH DIAMETER PER MILE PER DAY. PIPE DEFLECTION SHALL NOT EXCEED 8OX OF THE j .4 0 o
PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT OTHERWISE INDICATED). O
AS DEPICTED ON THESE PLANS MATCH THOSE SHO N PLANS SUBMITTED TO AND APPROVED BY ) MANUFACTURERS MAXIMUM DEFLECTION RATING.
RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT THE CONTRACTOR IS THE ST JOHNS RIVER WATER MANAGEMENT DISTRICT, �' � O � z
ALSO URGED TO TAKE COLOR PHOTOGRAPHS THROUGHOUT THE PROJECT AREA TO RECORD EXISTING
E 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 24. IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE TRENCH, WORK SHALL $E STOPPED AND THE G L Z
CO) THAT MAY OCCUR DUE TO CONSTRUCTION OF THE PROJECT. FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. PROPER AUTHORITIES NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY, DUCTILE IRON PIPE, �► �O e� w
FITTINGS AND SOLVENT RESISTANT GASKET MATERIAL SUCH AS FLUOROCARBON SHALL BE USED IN b4 :2
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 THE CONTAMINATED AREA. THE DUCTILE PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND ANY C N N V w
ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE NTH FDOT 7 STONE. SOLVENT NOTED. ANY CONTAMINATED SOIL THAT IS EXCAVATED SHALL BE PLACED ON AN C O 8 m
o MATERIAL REQUIRED TO BE REMOVED AND/OR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW IMPERMEABLE MAY AND COVERED WITH A WATERPROOF COVERING. THE PROPER AUTHORITIES WILL BE � O o
a NOTIFIED AND THE CONTAMINATED SOIL HELD FOR PROPER DISPOSAL. J O F'
THAT WILL BE REQUIRED. 11. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE
o REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. 25. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER (AND CITY OF ATLANTIC BEACH) N
7. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE OWNER FORA o
0 ALL STRUCTURES AND MATERIALS, FOR REVIEW AND APPROVAL PRIOR TO PURCHASE OR m
PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. SEDIMENT AND EROSION NOTES: 12. UNLESS OTHERWISE NOTED, ALL PAVEMENT MARKINGS SHALL BE EXTRUDED THERMOPLASTIC IN z
ACCORDANCE WITH FDOT SPECIFICATIONS. REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED IN FABRICATION OF ANY UTILITY PIPE OR STRUCTURE. a
! & ELEVATIONS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 1988). ACCORDANCE WITH FDOT STANDARDS AND SPECIFICATIONS.
1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS 26. D.E.P. PERMITS SUBMITTED THROUGH THE DEPARTMENT FOR PROCESSING SHALL BE IN CONFORMANCE w
1. PROJECT. FOR ADDITIONAL INFORMATION N SEDIMENT AND EROSION CONTROL REFER TO "THE UTILITY NOTES: WITH BOTH THE DESIGN PLANS AND THE WATER AND SEWER AVAILABILITY RESPONSE. ANY o
�' FLORIDA DEVELOPMENT MANUAL-A GUIDE TO SOUN LAND AND WATER MANAGEMENT` FROM THE DEVIATIONS FROM THE PRELIMINARY DESIGN AND FINAL DESIGN SUBMITTAL SHALL REQUIRE REVISED x
9. BOUNDARY SURVEY AND WETLAND INFORMATION AND UNEWORK BASED N SURVEY PROVIDED BY m
BOATWRIGHT LAND SURVEYORS, INC DATED JANUARY 19, 2016. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTALPROTECTION (F.D.E.P.) CHAPTER 6. THE D.E.P. PERMITS REFLECTING THESE CHANGES.
CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO 1. ALL UNSUITABLE MATERIALS UNDER PAVEMENT, BUILDING PADS, OR HARDSCAPE ELEMENTS SHALL BE o w
INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO REMOVED IN ACCORDANCE WITH PROJECT GEOTECHNICAL REPORTS. ALL AREAS TO BE FILLED SHALL 27. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CONFORMANCE WITH THE
INSTALL ADDITIONAL CONTROLS TO CONFORM TOAGENCIES REQUIREMENTS. IF A WATER QUALITY BE CLEARED AND GRUBBED IN ACCORDANCE WITH PROJECT SPECIFICATION, CITY STANDARDS, AND w o
10. THE CONTRACTOR WILL CONTRACT NTH AN INDEPENDENT TESTING LABORATORY TO PERFORM VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL REFERENCED GEOTECHNICAL REPORT (WHICHEVER IS MORE STRINGENT) AND SHALL BE FILLED WITH J.E.A. APPROVED MATERIALS MANUAL FOR WATER AND SEWER. o :; 0
MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY REQUIREMENTS. THIS SHALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND STRUCTURAL FILL PLACED IN NO GREATER THAN 120
LIFTS AND COMPACTED TO A MINIMUM 98X OF 28. D.E.P. PERMITS REQUIRING REVISIONS SHALL NOT BE PROCESSED UNTIL FINAL PLANS HAVE BEEN '5 a
INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES LOCATED IN FINES. THE MAXIMUM DRY DENSITY (AASHTO T-180). DENSITY TESTS TO BE PERFORMED AT A RATE OF APPROVED.
PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR TO UMEROCK ONE TEST PER LIFT PER 6,000 S.F. zo
PLACEMENT, THE CONTRACTOR SHALL COORDINATE WITH PROJECT ENGINEER AND THE GEOTECHNICAL o
2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING E BEST EROSION AND SEDIMENT CONTROL 2. ALL POINT OF CONNECTIONS FOR WATER AND SEWER MUST BE PER THE REQUIREMENTS OF THE CITY 29. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE w
ENGINEER SHALL MAKE RECOMMENDATIONS FOR UNDERDRAIN PLACEMENT. o 0
PRACTICES AS OUTLINED IN THE PLANS AND SPECI CATIONSIAND THE ST. JOHNS RIVER WATER OF ATLANTIC BEACH. REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. Li
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. Q
FOR THE PROJECT INCLUDING CITY RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY RIGHT-OF-WAY 3. PRIOR TO THE PLACEMENT OF THE UMEROCK BASE COURSE, THE CONTRACTOR SHALL PROVIDE TO 30. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE DRAWINGS cD m
OR EASEMENTS. 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS THE ENGINEER A SCHEDULE OF INVERT ELEVATIONS OF ALL SANITARY MANHOLES. THIS SCHEDULE IS BASED N LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE LOCATIONS ARE o m
WHERE THERE IS POTENTIAL FOR DOWNSTREAM DEGRADATION.QUALITY DEGRADATI . SHALL BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS-BUILT" DRAWINGS APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY � 0 0
12. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OR STATE RIGHT-OF-WAY WITH THE FOR THIS PROJECT. LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR CT COMMENCING ANY �? o
CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS THE 0
PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DISCREPANCY a a a Q a a z z
13. PLACEMENT OF ALL UNDERGROUND UTILITY LINES SHALL BE COORDINATED WITH OWNER'S GRASS PER CITY STANDARDS AND MEETING THE N. .D.E.S. FINAL STABILIZATION REQUIREMENTS. 4. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
REPRESENTATIVE TO ELIMINATE ANY CONFLICTS WITH LANDSCAPE DESIGN. PAVEMENT. EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENTS AND SHALL N
5. IF DEWATERING CAPACITY REQUIRES A CNSUMPII USE PERMIT (C.U.P.) IT SHALL BE THE 5. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY SHALL BE ACCOMPLISHED BY AN BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR t
14. PRIOR TO ANY DISCHARGE OF GROUND WATER (DEWATERING) FROM CONSTRUCTION ACTIVITIES CONTRACTORS RESPONSIBILITY TO OBTAIN THE PER IT THROUGH THE ST. JOHNS RIVER WATER UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 OF THE OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL
ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, BUT NOT LIMITED TO, MANAGEMENT DISTRICT. FLORIDA STATUTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO KEEP A COPY OF HIS OR VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL
WETLANDS, SWALES AND MUNICIPAL STORM SEWERS), CONTRACTOR SHALL TEST EFFLUENT (WATER 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND XCAVATION ACTIVITIES THE CONTRACTOR SHALL HER CURRENT LICENSE AND QUALIFIERS N FILE WITH THE DESIGN ENGINEER PRIOR TO START OF CONNECT IL
TO BE DISCHARGED) IN ACCORDANCE WITH RULE 62-621.300(2) F.A.C. IF TEST RESULTS ON PERFORM GROUNDWATER TESTING IN ACCORDANCE TH THE ENVIRONMENTAL PROTECTION AGENCY AND THROUGHOUT CONSTRUCTION. 31. PRIOR TO THE PLACEMENT OF UMEROCK BASE COURSE, THE CONTRACTOR SHALL PROVIDE TO THE W z
EFFLUENT ARE BELOW THE SCREENING VALUES OF RULE 62-621.300(2) F.A.C., CONTRACTOR SHALL ENGINEER A SCHEDULE OF INVERT ELEVATIONS OF ALL SANITARY MANHOLES. THE SCHEDULE SHALL
FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE PETROLEUM CONTAMINATION LEVELS.
SUBMIT A SUMMARY OF PROPOSED CONSTRUCTION ACTIVITY AND TEST RESULTS TO DEPARTMENT OF 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 OF 0.010 OR 0.004 BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE AS-BUILT DRAWINGS FOR THIS p
ENVIRONMENTAL PROTECTION DISTRICT OFFICE, WITHIN ONE 1 WEEK AFTER DISCHARGE BEGINS. FEET PER FOOT RESPECTIVELY AND SHALL BE TERMINATED AT THE BUILDING CLEANOUT AT THE PROJECT.
( ) DISCHARGE ANY GROUNDWATER ENCOUNTERED DURA G CONSTRUCTION AND DEWATERING OPERATIONS. J
CONTRACTOR SHALL CONTINUE TO SAMPLE EFFLUENT AS REQUIRED THROUGHOUT PROJECT AND DEPTH SHOWN ON THE PLANS. 32. THE CONTRACTOR SHALL REVIEW SHOP DRAWINGS AND VERIFY THAT ALL MATERIALS ARE ON THE o
COMPLY WITH ALL CONDITIONS OF RULE 62.621.300(2) F.A.C. IF GROUND WATER EXCEEDS SCREENING Z
7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A NOTICE « « UTILITY PROVIDERS APPROVED MATERIAL UST. THE CONTRACTOR SHALL SIGN OFF THAT SHOP i
VALUES OF RULE 62.621.300(2) F.A.C., CONTRACTOR SHALL COMPLY WITH OTHER APPLICABLE RULES 7. WATER LINES SHALL HAVE MINIMUM 30 INCH COVER UNDER UNPAVED AREAS AND 36 MINIMUM
OF INTENT" TO THE FDEP IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE ELIMINATION DRAWINGS HAVE BEEN REVIEWED AND APPROVED. SUBMIT SHOP DRAWINGS N ALL MATERIALS, IF J
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 REQUIRED, TO THE ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE COUNTY, AND Z
THE STATE. BEACH.SHALL BE FLUSHED IN ACCORDANCE WITH AND UNDER THE DIRECTION OF THE CITY OF ATLANTIC PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. Q o
15. THE CONTRACTOR SHALL CLEARLY MARK IN FIELD PRIOR TO ANY LAND CLEARING OR DISTURBANCE 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN FILTER FABRIC TO PREVENT SEDIMENTATIONALL WATER AND SEVER LL
ALL PRESERVATION AREAS AND UPLAND BUFFERS (DEPICTED N PLANS). THESE AREAS SHALL OF THE STORM SEWER SYSTEM. CONTRACTOR SHA MAINTAIN THE FILTER FABRIC UNTIL THE 8. HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS, VALVES AND FITTINGS, STORM 33. CONTRACTOR LICENSED UNDER THE nPROVISIONS OF CHAPTER 489 OF THE UFLORIDA STATUTES.. W o0
r ASPHALT CONCRETE PAVEMENT IS PLACED. SEWERS AND SANITARY SEWERS SHALL BE IN ACCORDANCE WITH FDEP REQUIREMENTS.
REMAIN NATURAL AND UNDISTURBED. ASPHALT/CONCRETE
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34. HORIZONTAL AND VERTICAL SEPARA71N BETWEEN WATER MAINS, VALVES AND FITTINGS, STORM
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEARING, EARTHWORK, FILL, GRADING, 9. THE CNTfRACTOR SHALL PROTECT ALL STORMWATE BASINS AND/OR SWALES FROM SEDIMENTATION SEWERS AND SANITARY SEWERS SHALL BE IN ACCORDANCE WITH FDEP REQUIREMENTS STANDARDS. W
COMPACTION AND REMOVAL OF UNSUITABLE MATERIAL REQUIRED FOR ELECTRICAL, PHONE, CABLE, DURING CONSTRUCTION USING NECESSARY SEDIMEN CONTROL BARRIERS. 9. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF-PW AND SHALL �n Ww
IRRIGATION, CABINETS, PADS. CONTRACTOR SHALL VERIFY FINAL GRADES WITH OWNER OR ENGINEER. BE MARKED AS SUCH. 35. ALL WATER MAINS CONSTRUCTED AS PART OF THIS PROJECT SHALL BE INSTALLED IN ACCORDANCE V D
17, THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT COAB 24 HOURS PRIOR TO ALL NECESSARY 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CDNTRACTOR SHALL SEED ALL AREAS AND 10. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED UNTIL WITH APPLICABLE AWWA STANDARDS AND IN ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDED
INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. PROCEDURES.
SITE WORK INSPECTIONS
MAINTAIN EROSION CONTROL BARRIERS IN PLACE T PREVENT EROSION, SILTATION AND INCREASE FINISHED WORK IS COMPLETE. m
RUNOFF. 36. ALL WATER MAINS SHALL BE FLUSHED IN ACCORDANCE WITH AWWA C651 DISINFECTION STANDARDS af
18. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE 11. ALL WATER MAINS SHALL BE PVC DR-18 UNLESS OTHERWISE SPECIFIED. AND BACTERIOLOGICALLY TESTED UNDER THE DIRECTION OF THE UTILITY PROVIDER. SATISFACTORY w
EVENT OF ANY CONFLICT WHATSOEVER. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER PRIOR TO BACTERIOLOGICAL RESULTS SHALL BE PROVIDED TO THE ENGINEER. ADDITIONALLY, ALL WATER MAINS m
PROCEEDING WITH CONSTRUCTION. 12. ALL SEWER MAINS SHALL BE PVC SDR-35 UNLESS OTHERWISE SPECIFIED. SHALL BE PRESSURE TESTED AT 150 PSI FOR 2 HOURS IN ACCORDANCE WITH AWWA C600-87 0
1. "AS-BUILT" DRAWINGS: AS-BUILTS TO THE CITY AN THE ST. JOHNS RIVER WATER MANAGEMENT STANDARDS. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL
19. SUBMITTAL OF AS-BUILT SURVEY, INCLUDING BENCHMARKS, IS REQUIRED IN COMPLIANCE WITH CITY DISTRICT ARE REQUIRED TO BE SIGNED AND SEALS BY A FLORIDA REGISTERED LAND SURVEYOR 13. CONTRACTOR SHALL OBTAIN A COPY ON THE D.E.P. WATER AND WASTEWATER PERMITS FROM THE PROPOSED WATER LINES HAVE BEEN PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. ~o
OF ATLANTIC BEACH CODE, PRIOR TO SCHEDULING FINAL INSPECTION OF THE BUILDING BY THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. THE ENGINEER MUST BE NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST W � Q z
THEREFORE, IT SHALL BE THE CONTRACTOR'S RESP NSIBILITY TO CNTRACT WITH A LAND SURVEYOR 14. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE BE PRESENT. m
BUILDING DEPARTMENT OR FIRE MARSHALL REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD LOCATIONS, CERTIFICATION AND DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE LOCATIONS
SUBMITTAL OF "AS-BUILT' DRAWINGS IN ACCORDAN WITH CURRENT CITY STANDARDS AND 37. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND O = Z
SPECIFICATIONS AND S.J.R.W.M.D. REGULATIONS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL BE
20. CONTRACTOR 15 RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IFA PROCESS THE "AS-BUILT" DRAWINGS FOR APPROVA BY THE CITY. LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY I 1 LU Q
CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 HOURS Z `J
MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR IN ADVANCE OF ANY INTERRUPTION OF SERVICE. Q 0 - Z
REINSTALLATION OF THE MONUMENT CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DISCREPANCY Z _
2. CONTRACTOR SHALL PROVIDE CURB RAMPS AT ALL SIDEWALK AND CURB CONNECTINS. THE SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE 38• ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN `,LJ O U)
21, 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 U71UTIES AND IMPROVEMENTS AND EIGHT PERCENT LEAD. ALL NEW AND/OR RELOCATED WATER SERVICES AND PLUMBING SHALL CONTAIN o W u
THE MINIMUM STANDARDS AS SET FORTH BY THEFLORIDADEPARTMENT OF TRANSPORTATION (FDOT) SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR ALL DAMAGE MADE TO EXISTING NO MORE THAN EIGHT PERCENT LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN m w
CONTRACTOR. O �/ v
STANDARD INDEX 304, SHEETS 1 THROUGH 6, AND 28 CODE OF FEDERAL REGULATIONS (CFR) PART UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE 0.2 PERCENT LEAD.
CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO a
22. 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 APPLICABLE CITY I'-' U
WHICH HE SHALL CONNECT. - w W
CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. REQUIREMENTS; LDC SECTION 6.04.02.C. DETECTABLEWARNING SURFACES SHALL MEET COJ 39. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING.AND JOINT MATERIALS, VALVES, FIRE HYDRANTS, AND
STANDARDS. METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. U E'er"
15. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE
23. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY AND PRIOR TO 40. INTERIOR OF FLEXIBLE SEWER PIPE SHALL BE REASONABLY UNIFORM AND AS CIRCULAR AS PRACTICAL Z 0 z
3. ROADWAY UNDERDRAINS SHALL BE AS REQUIRED THE PLANS OR AS MAY BE DETERMINED I'�
24. BURNING OF TREES, BRUSH AND OTHER MATERIAL IS �.4I ALLOWED IN THE CITY OF ATLANTIC PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. THE CONTRACTOR SHALL REVIEW STRUCTURAL SHAPE SHALL BE CHECKED REGULARLY DURING BACK-FILLING TO VERIFY ACCEPTABILITY zo
NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL Q Q
BEACH. NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE PREPARATION SHOP DRAWINGS AND VERIFY THAT ALL MATERIALS ARE ON THE UTILITY PROVIDERS APPROVED OF CONSTRUCTION METHOD USED. CONTRACTOR SHALL TEST FLEXIBLE SEWER PIPE FOR DEFLECTION J v
OF THE PAVEMENT SUB-BASE. UNDERDRAIN SHOWN HEREON IS BASED ON PROJECT GEOTECHNICAL MATERIAL UST. THE CONTRACTOR SHALL SIGN OFF THAT SHOP DRAWINGS HAVE BEEN REVIEWED UPON COMPLETION OF INSTALLATION AND AFTER ROADWAY BASE MATERIAL HAS BEEN IN PLACED AND m 0
REPORT, (SEE GENERAL NOTE U FINAL DETERMINATION ON OF LIMITS OF UNDERDRAIN WILL BE MADE AND APPROVED. SUBMIT SHOP DRAWINGS N ALL MATERIALS, IF REQUIRED, TO THE ENGINEER FOR COMPACTED TO PROJECT SPECIFICATIONS. AT NO TIME SHALL PIPE DEFLECTION EXCEED 5 PERCENT. I- p
REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY AND PRIOR TO PURCHASE OR TESTING SHALL BE DONE USING A MANDREL WITH DIAMETER 95 PERCENT OF THE INSIDE DIAMETER OF
BASED N TEST HOLE OBSERVA71ON AT TIME OF ROADWAY CONSTRUCTION. CONTRACTOR SHALL CONSTRUC71N OF ANY UTILITY PIPE OR STRUCTURE. PIPE. TESTS SHALL NOT BE PERFORMED WITH MECHANICAL PULLING DEVICES OR ROUNDERS.
COORDINATE WITH PROJECT GEOTECHNCIAL ENGINEER. CONTRACTOR SHALL ENSURE THAT PROJECT CONTRACTOR SHALL PROVIDE TESTING EQUIPMENT AND TESTING SUPERVISION. DEFLECTION MEASURING Q
GEOTECHNICAL ENGINEER PROVIDES A CERTIFIED LEITER EXPLAINING ADDITION OR DELETION OF 16. ANY CONTAMINATED SOIL THAT IS EXCAVATED SHALL BE PLACED ON AN IMPERMEABLE MAT AND DEVICE SHALL BE APPROVED BY COUNTY ENGINEER. a
c PROPOSED UNDERDRAIN PRIOR TO FINAL INSPECT( . COVERED WITH A WATERPROOF COVERING. THE PROPER AUTHORITIES WILL BE NOTIFIED AND THE 0
z CONTAMINATED SOIL HELD FOR DISPOSAL 41. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. GRAVITY SEWER LINE �oa`� ♦c d
o SHALL BE VIDEO TAPED. ALL LINES TO BE CLEANED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A ....... w
V 17. ALL GATE VALVES SHALL BE JEA STANDARD. VALVES SHALL BE MECHANICAL JOINT, CAST IRON, FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE �Q` •''�� _
c BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY TURNING TO THE LEFT. VALVES BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND � '• ~
SHALL BE RATED AT 250 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE. ENGINEER PRIOR TO ACCEPTANCE, AND N COPY OF THE VIDEO TAPE SUBMITTED TO THE SJCUD. .' ~-LL eL N
ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. N
q 18. ALL WATER MAINS SHALL BE DISINFECTED, AND SATISFACTORY BACTERIOLOGICAL RESULTS SHALL BE ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. INFILTRATION AND :W Lu z
o PROVIDED TO THE ENGINEER. ADDITIONALLY, ALL WATER MAINS SHALL BE PRESSURE TESTED AT 150 EXFILTRATIN TESTING OF GRAVITY SEWERS SHALL BE IN ACCORDANCE NTH UTILITY COMPANY =. ~ -
N PSI FOR 2 HOURS IN ACCORDANCE WITH AWWA STANDARDS AND CITY STANDARD REQUIREMENTS. NO
SPECIFICATIONS. THE MAXIMUM ALLOWABLE RATE WILL BE 50 GALLONS PER INCH DIAMETER PER MILE Wit• ' v• Q
CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER PER DAY AND TESTING SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET rr� �:
.� a
CL LINES HAVE BEEN PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. THE ENGINEER MUST
H BE NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT.
3 DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA-6-651. "�.�,
/111i1N1t
'c 19. A UTILITY COMPANY PRE-CONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO COMMENCEMENT OF
o WATER OR SEWER WORK. THE CONTRACTOR SHALL CONTACT THE CITY OF ATLANTIC BEACH AND Project No.:
.� ENGINEER TO SCHEDULE THIS CONFERENCE. CONTACT KAYLE MOORE O 247-5834 TO SCHEDULE. 16-01-0006
20. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND COMPANY CONTACT / TELEPHONE # Designed: Drawn:
(a SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL BE J.E.W. D.C.G.
a RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 WATER SERVICE COAB KAYLE MOORE / 247-5834 Checked: O.C.:
a HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. T.B.W. R.C.W.
co
$ SEWER SERVICE COAB KAYLE MOORE / 247-5834 Date:
4 NOVEMBER 12 2015
ELECTRIC SERVICE JEA JOHN PITRE/ 665-6606 Scale:
TELEPHONE AT&T GARY HOFFMAN / 307-5424
CABLE COMCAST LARRY WINBURN / 380-7574 Sheet
I
5' CONCRETE SIDEWALK � n V E
ADJACENT TO PROJECT , "" o'=iuw
I PROPOSED 4 PVC P
ICKET BOUNDARY 1 ,
C'"
FENCE ON NORTH SIDE ,
OF PROJECT BOUNDARY ` , M
I 10 BLDG. SETBACK ON U O Q
NORTH SIDE PROJECT (2.0 MIN. SEPARATI P
A 4+ U O
l nP , 8- :9 N
o I M ETAIL IS SHEET AS` � )
I �+
I PROPOSED ALUMINUM FENCE I I I I � 1 11 ' _ -� •^� V
^ STA. 13+86.78,
TO MATCH EXISTING NORTH 103.35 L p
SIDE OF DOG PARK ON NORTH P°vd�+t ` STA. 13+88.93,
SIDE OF PROJECT BOUNDARY ,0
41 102.53 L
11 STA. 13+92.65, M
I (2.0' MIN. SEPARATION FROM 99.00 L M
SIDEWALK, TYP STA. 13+94.52,
_ O ^
s TO AIN A 13+94.69,
mn 9
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a
43.19 L , p 7 Z
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98.94 L TOF-E.
REFER
EXISTING FDOT INDEX t $z SM.
COMBSTOP OSTREET 0
(` DOG PlJJK-------------------- _.. --- `y1 •) � � o
•s "' �" __--- -- ,�P�RO�IMAIE F�I$IJNS BS1>100l� - - - - - - -- - - - - -- - - - -- _ _ , ' ' M STA. 13+91.87,
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-/� 92.58 L �TA. 13+09.01, , 40 951 R 95.65, m Q
--- N Z
\ APP�QXIMATE EXISTING NORMAL WATER LEM . R30'� uJ
13.71 L STA. 13+92.20,
N
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S
11 STA. 12+74.64, 118.07 L 1�A' 12+72'88' STA. 13+68.16,
31.29 L ;. 10.00 R Q o W
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484.13 L
PROPOSED NORMAL WATER LEVEL SERVICE . GRILL AREA o
VEHICLE w a
AMENITY ARCH. w
o PARKING R„ I. PLANS) 1,150 S� a� m
04
R50 PROPOSED GRADE BREAK PARK AREA
STA. 12+69.00, +528 L AREA
2+69. L ,� s2.2s L k � �x T'30~W TO HARDSCAPE PLAN)
(REFER o
v �'STA. 12+56.46, STA. 12+62.24, n
p 98.50 L 49.82 L 3 BIKE RACK co st
STA. 12+60 STA. 12+45.28, „ y STA. 12+56.57, a a Z Z
15.76
481.02 L PROPOSED MODULAR BLOCK RETAINING WALL 16.97 R
L �,;, �.
5 CONCRETE N
4' CONCRETE , F-
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2+5 L 8.2' PVC PICKET a
587 LF. FENCE
RETAINING WALL STA. 12+61.97, STA. 12+61.81, j` , Q
277.15 L 247.74 L ' 3 UNIT AP 1 �' 1 '" G
STA. 12+63.37, STA. 12+63.35, L - - - BLDG. 0 _
268.92 L 255.90 L * 5 UNIT APT. o 0
F1EVAl10M-an va.uee o^nr (7.189 S.F 1 � � .,.-;,� �• z O
1• 1, BLDG. 1 a, '73 n
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CURVE TABLE
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1 m �
CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA 1 z
N
1= ' , 9 6" WHITE W o
14.48' 20'20'56" 20.0 r
4.56 7.36 N80 30 54 W � ��� �. vM'T \��, �� PAVEMENT
Cl 41.00 1 T MARKING. TYP. ao
' 40.34' S2'42'43"W 78.61' 2505731" ' �'
U
- C2 175.00 79.29 1 ��� 10' BLDG. SETBACK ON Cn
s w " 211g 111+39.50, , 0
• 7 42 43 W 31.81 6402 29 ' EAST SIDE OF PROJECT o
C3 30.00 33.53 18.76 S4 0
� �� �� � 49,50 J
T' 0"E STA. 11+09.27, w
I STA. 11+39.29,-
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20.95 uh „ 90.90 R MOOL O
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0
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1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. CONCRETE CUM
AND GuTrER
e' PVC PRIVACY FENCE
ONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. STA. 11+28.86' 18" WHITE w
2. ALL DIMENSIONS SIDEWALK � ��: ` .r 21.25 R 1, � 0°
3. CONTRACTOR SHALL PROVIDE CURB RAMPS AT ALL PLACES WHERE SI PAVEMENT o
CURB RAMPS SHALL COMPLY WITH THE LATEST ADA CODE N82'43'SS"E ..��� �` 4' CON( 1 MARKING ~
TERMINATES INTO PAVEMENT. W BLDG. SETBACK ON 31.50
J �
PER FDOT INDEX
304. WEST SIDE OF PROJECT STA. 11+25.31, W -� Q o
NGS AND RPM'S SHALL BE IN ACCORDANCE WITH FDOT
STRIPING, PAVEMENT MARKT 21.sa L 1 5' CONCRETE SIDEWALK
4. ALL . , ADJACENT TO R/W TINE N
7346 EXTRUDED THERMOPLASTIC MATERIAL SHAD- BE USED). Z
INDEX 1 ( ' 3 � � O
RS SHALL BE LOCATED 4.0' MIN. FROM CROSSWALKS AND / OR CURB RAMPS. I MIAM 1
5. STOP BA PROTECTED. ��� GUTTER
N FOR TREES TO BE PRO PROPOSED PRIVACY (7.189 S.F.) _ PROPOSED _ 1 W a
6. REFER TO THE TREE MITIGATION PLA FENCE ON EAST OF V
RE PLACES OF PUBLIC ACCOMMODATIONS AND COMMERCIAL FENCE ON WEST SIDE ' �� 1 1 Z Q o U
7. ALL ELEMENTS THAT A PROJECT BOUND Y (2.0'
FACILITIES ON THE SITE (INCLUDING ACCESSIBLE ROUTES AND PARKING) SHALL MEET of PROJECT BOUNDARY a� cn z
FACCESSIBILITY o �, =�`'� ��� ,� 1, MIN. SEPARATI FROM W � �
"FLORIDA" WITH DISABILITIES ACCESSIB 1'"' SIDEWALK, TYP.)
THE REQUIREMENTS OF FLORIDA AMERICANS WI LE DESIGN AND 2012 ' o W w
2010 ADA STANDARDS FOR ACCESSIBLE 1 5 UNIT APT. �`' Y
IMPLEMENTATION ACT", THE FAIR HOUSING ACT, 1' U
CONSTRUCTION AND BLDG' � �
FLORIDA ACCESSIBILITY CODE FOR BUILDING ,
1' (12.008 S.F.) , 9 ._. w LU
UL
WHEN APPLICABLE. GARAGE AS REQUIRED TO COMPLY 1 1 _ _
EACH TOWNHOME UNIT SHALL IN A TWO CAR 1 1 ~ a 0 r
U J
8.
COAB ORDINANCE CHAPTER 24. SECTION 24-161(H)(6) 1 1 PT. STA. w
R13' 10+14.56 a; Z Z
WITH 21, STA. 10+14.02,
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$ ( CONSTRUCTION , t o 10.00 L i ' tDf+¢ Q
PVM T STA. 0+15.66, 24 WHITE STOP a
EASEMENT , $ STA. 11 30.49, 15.O L
r , x 15.26 L 'M
q I J I 3 5 UNIT A 10+ oo DRIVEW A 3 ni ¢ _
tO 5' CONCRETE SIDEWALK "fAA°""`w
r I N BLDG. 10+ 68 DRIVEW B N • _ . • ,a
ADJACENT TO PROJECT �� �;,� N S • •.•.;� •Q �k �
LIMITS OF 8' PVC PRIVA Y 12.006 S. .) 'w %
BOUNDARY , � : _Cq
a I PROPOSED 4' PVC PICKET 1 ' o '
I FENCE ON NORTH SIDE Z - - -- - - o o
OF PROJECT BOUNDARY - - -_ o
3 20 LF N PROPOSED 4' PR Project No.:
I 10' BLDG. SETBACK ON (2.0' MIN. SEPARATI PA �1D ' FENCE ON WEST SI L- r
� PROJECT , BOUNDARY , STOP u' 16-01-0006
RM MAM SIGN PROJECT
Designed: Drawn:
SIGNAGE J.E.W. D.C.G.
NORTH SIDE OF P ' MAG " LOCATION
� � I ' �• PA � ° 10N'''09 Checked: O.C.:
.0 I PROPOSED ALUMINUM FENCE .� ' ' �' ' ' ' ' IMPERVIOUS SURFACE CALC U LAT I O N
5 I STA. 13+86.78, N A vA. A oAniw
WPALX
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}, I SIDE OF DOG PARK ON NORTH P " I ` STA. 13+88.93, - Au< T.B.W. R.C.W.
I SIDE OF PROJECT BOUNDARY 41' 102.53 L
11 STA. 13+92.65, TOTAL SITE ARA - 74,333 S.F. ,� P^ Date:
a (2.0' MIN. SEPARATION FROM N )9.00 L AIX
SIDEWALK. TYP STA. 13+94.52, IMPERVIOUS AREA 44,000 S.F. P^"� PArEAtENT NOVEMBER 12 2015
o TI R s .79 i3+94.99, PROPOSED 4' PVC PRIV Y 20' BLDG. SETBACK OFF Scale:
AIN .52 L CE ON ATLANTIC BOULEVARD ATLANTIC BOULEVARD 1" = 30'
c I n 1 A. 13+93.32, IMPERVIOUS SU FACE PERCENTAGE 59.296 FEN
T � m�� PROJECT ARY (2.0' (100'.ROW)
4 PVC PICKET FENCE -w , 83.96 L
T `n 79 921 L+89.50, P^ MIN. SON FROM 3
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2 NUMBER SOIL NAME GROUP t; x Project No.:
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22 EVERGREEN-
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crSIX 32 LEON A � � , ,, � i •�� / °' hecked: O.C.:
35 LYNN A/D
T.B.W. R.C.W.
71 LEON-BOULOGNE A ` —
,.: '`` Date•
4 Mum
SOILS INFORMATION TAKEN FROM CUSTOM
: , NOVEMBER 12 2015
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SOIL RESOURCE REPORT FOR OLIVAE . „
x:
COUNTY. FLORIDA PROVIDED BY THE UNITED
ti .
STATES DEPARTMENT OF AGRICULTURE
- WEBSITE DATED MARCH 16, 2016.
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NUMBER GROUP � �., �- ,, � � 16-01-0006
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Designed: Drawn:
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7 ARENTS A r� -
•- 22 EVERGREEN- A
WESCONNETT
Checked: O.C.:
a�
Q 32LEON A C.W.
v
so 35 LYNN A
W. R
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71 LEON-BOULOGNE A
yam,,
NOVEMBER 12, 201
INFORMATION TAKEN FROM CUSTOM tale.
SOILS I
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O
RCE REPORT FOR DUVAL �, > ,-,� , . �._ .,4 � ,.,, ,. ... �, a, a,� ;:, . �, :,. � :, . . . . It,-,: 1 40
(b SOIL RESOD
PROVIDED BY THE UNITED m "'
*- COUNTY. FLORIDA
STATES DEPARTMENT OF AGRICULTURE
WEBSITE DATED MARCH 16. 2016.
Illi Iii►
Sheet
SET MAO WML IN
._ ' •j. HK _r CONCRETE amNt �O
° V.D.141M DA,IM -�
F W-- i••r V M U
SOUTH INV.-0.73
I RWEST INV-_O.T!Lj C a d1R°, ' h• .�-r •.
SUMMON
ve
c N W PAVfl1FIrT °• ►''JC__''11CyyUTIE' M•�O 1 l• STORM MANIgLE •>ti M
PR I D ALUMINUM FENCE =s = °� +PAVE " + �� 1 TOP EL_a241� _p I�
MATCHI G EXISTING FENCE TO �n MATCHLIN •'DETAIL THIS SHEET k^ a►+w' SAWCUT AND CONNECT � = V O
+u IRRR� I I �� aR,i I t41I�1 I I It41� TO EXISTING SIDEWALK V
` BER OVED MAY BE REUSED PANEMENT
` JIF IN GOOD CONDITION) tt ' EoaE �' ° e� T 'x •"'�' > V
I PA ,.67' FlE 11 t y�, FLOWUNE OF
rs%RmMAN --t
EXISTING GUTTER h
EEf.T IN, ..412 n x°p 8�W •. b °..,. �' + TO REMAIN. TYP.
PROPOSED AIN LINK FENCE b ,ti a, a rn
MATCHING EXI NG (FENCE TO �' / u ° cu
ocmd ^M E
BE REMOVED AY BE REUSED ° t y S-13 a ce) R Z
9 IF IN GOOD CONDITION) u , �- 6 ` h �
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LA N
UA 1 x
V a' 0.06 Act 41,41 •C � p W
Nq -:, + cn ,0�
7.93 x7.ea as41 xat /7 / PA,� �I F.a° BUILDING 1 a � � �. � y ..U)x7.0 a,° ' I 12 AD 4FL. °� x > �UCY
a REMOVE_,�,1D REPLACE x0(IS11NG CHAIN a� •a M SAWCUT AND REMOVE C •,. c+rt
UNK-FEt E AS-REQUIRED TO CONNECT"' ' EXISTING ASPHALT TO V D w o
CONTROL EXISTING TO WAIS�3"IN (Rt-'F' ER;p-WATER'AND- 1 x Oi:03 A t , GUTTER CONSTRULANDSCAPE ISSLAND.CT MIAMI CURB D
STRUCTURE a7 -SEWER &7\� \ t 53 F. \ TYP. M o
E x42_ __xs^ _--�T a+ Tk.� 15" PAD �" v Z
CL \ 6 5 5.0% MAX. LINEAR C �Z �
„c - STORM UNDER EXISTING W• + ' SLOPE AND 2.0% MAX. .► C
3XAITARY-SEWER #AIN.---_ _ xa t 8• BREAK POINT CROSS SLOPE THROUGH bq :2 N Q M
CONTRACTOR SHALL CENTER x ' ° vk x „ CROSSWALK. TYP. C V) N V w
PROPOSED STORM PIPE ' \ \ S_2 is, 6 t 71 _ 0 � m
N BETWEEN JOINTS OF EXISTING
EXISTING DOG PARK x + }� �°': i l EP+UG RS 0 C� O
SANITARY SEWER MAIN (USE 1\ P a^ ,
c STORMWATER *�'
MANAGEMENT FACILITY - - - - -CAUTION WHEN WORKING NEAR az x°
L ' APPROXIMATE LOCATION OF - - - - - - - - - - P - _ - -EXISIIN.� UTILITIES) U TS 1 °' p x� ^ x _ -
BREAK POINT �- �
ONDY
- - - - _ _ - r� � 4 STA. 13+78.93
� r - - - - BOTTOM EL-= (-)s REMO AL ' u ` EL 4.30 m o
38 LF.
� DOG POND ) EXISTING 4'.CHA 1 ,r
d � ---------- ------------------- - --GRADE`-BR�-RCINT FOR-INQQE TDP LINK FEN X tt 90 F. � ��F � �j �� � VALLEY GUTTER �
5 az ( 7-- - -- - - - -- - - tt. 24" D
� x,0. x 3 x,• - - - - - - - _REMOVE EXISTING_J,A.I«S:-A�lD- - - - .--OE ,$A�I_K TO INCREASE TQ -- 3.2 u ( .
' � w
• ,x
( 4.4 ON_FAa_9� OF POND WHERE 1 x46 x , 7)
a 1 _ PIPE AS REQUIRED APPROX. xa u 1 o 0
��---�---•�----- -- r °'�. a5',n.. WEST INV.-1.141
9 � DOG POND �-CF• CONSTRUCT'IQEU� TO'GRJ0.VI1T SARITARY�EWEK- \ g _ _
x7.42 C.I.P MES AT PROPOSED BANK • u 0'� 0� ^
OF RESHAPED SMF REMOVE EXISTING M.E.S. AND
( (_) , PIPE AS REQUIRED APPROX. x x t O, 6 �... DROP IN-ff- �; w
\ EXISTING INV. = 1 01t
48 LF.) TO CONSTRUCT NEW /
•�
1 \ az APPROXIMATE LOCA710N OF EX IS]!y� . PROPOSED INV. _ (-�.77f)- �,P. MES-AT PROPOSED-BANK' / IUMITS OF * -
°3 xa7 \ x7 x NWL EL = 0.9f k Ott �� � �' w
\ _ OF RESHAPED SMF �;?, /� i� 7� ` st I REMO L Y + +°. w z
az
.416 1 -s-_ EocE WATFR -- -- ^- -_ •-'Xk4 UdSTING INV. _ - -" / EXISTI 4
x,a3 x41. a` x _.'�-- +ca2Z__ _xa.a,7 x+.e -xS,0.y a OSED-1W4::-(�.4 �.7---�' � r.�t ALUMI M ' ;" :. `` `s °Px z z
NW�EL,
0.-9* - - - - _ "a= - - xa`?x.0-= i (� * 02 , 5.0% MAX. LINEAR � o
x7.01 ><°.ISS xa°7 ./'�
�-x -.75. x 7.°0 ,n D� s SLOPE AND 2.0% MAX. a
x&12- 7.IU �`.:
xa -><�., x7.4 i yy7 �t 3 ° �'►• , , CROSS SLOPE OVER o N
x = x x7.0 oP Jt oofo�l�' SIDEWALK. TYP. W D
x,OAO EXISTING 18 RCP �- ` °
�. IN.NWW ,.2 �. - as`
x
• -1 ATE 0�1• w
(p 9' 2 z9.oe +ax41.oO �nLaw xa73 x x7,�• 7.E6..-- T • x788- Z x7.7 .8 X7.4, x7.27 x7 .?x721
xla41 9�t•�. ,�' h• x48 2�, xa7 , x7 �.7.BtG7 x7.72�7.OD �•7'. .� V� ia. ^ o
x11.0 x+0.73 10.0 sA .1
r,oLe \• x0.410 xx••�j V�• CV \ V• x TOP_DR N �• •... w. �tt �� LF. � , N ~
1 �V P1A1 oI WATER - -- - - - - - - _ - tt J J
18 HP „�
INV.W.-=� ---- ------------------ -------------- -_.�x.m..e= -• ----------�•�-_-___ - __ _ =='a• _"" I 9 a a 6 o
acm�POC FMPES !� ==- _ �� - - ----�- ____________________________- _� -_ -41. -x .4b x7� x T x7 mz z
cHAN uNx - ` W W - W >< N
NUNN
u REMOVE RISER/ SAWCUT � x x, � �
PROPOSED STRUCTURE AS REQUIRED TO 1tW
MODULAR BLOCK 9 CONSTRUCT C.I.P. TOP AT �
ELEVATION 4.15 SM417ARY MANHOLE ! I1• '� 8" HDPE TRUNKLINE <
RETAINING WALL EAST TRW EL-an ` I F V ¢�
(TOP OF WALL EL DRAINAGE STRUCTURE TO REMAIN £ IN ,� l- _ _ _ - F. ' OR ROOF DRAIN Q
= N.G. - 0.2) (EXISTING INV. EL = (-)0.371 N FAINT 8411 W 8At41TARY MANNOLE POINT_ _ , .60 s (MIN. S=1.OX). TYP. z z
EXISTING INV. EL = 5.02t S) ERlVATION.an N AVA,RN,41 DAT,tM
7. x Q
fr'I g � x_ , " cOf. 0 o
EXISTING STORM PIPE OVER ` ` 6 HDPE CONNECTION
EXISTING SANITARY SEWER \ Q z o
0.05 A TO ROOF DRAIN. TYP.
£ ' 4141 �_I8.50 ( (REFER TO ARCH.
' � *: �I , PLAN FOR LOCATION) 0 J z
DRAINAGE STRUCTURE TABLE
STR. TOP 9 GRADE AT STRAIGHT w
SLOP B G -
c.
NO.
ISTRUCTURETYPE EL. INVERT EL. E �� � EDGE
h '� x L W IfOINT TO BACK OF SIDEWALK Q O
" GRASS ALL DISTURBED v
S-1 STD. MES - -3.50 24 HP CONTRACTOR SHALL � ( ��1
S-2 TYPE E INLET 6.60 -3.35 24" HP VERIFY GRADES OF _ �.85 S-1 ) V o
-1.30 18" HP EXISTIOUTSIDE NPROJECT a + ��' Z w
0.25 15" HP
BOUNDARY ON �
3.05 12" HP ASBUILTS SET w 4p" p
S-3 TYPE C INLET 6.85 -0.85 18" HP xk �' , �A 1 STM, ba °� Q W
-0.20 12" HP W 7 L.F. E CU ti^ d
-0.20 15" HP - 1s HP ADS 0-
AND ouTreR W
1.10 12" HP E x ° g 8" HDPE TRUNKLINE +ab m
S-4 15"ADS INLINE DRAIN 7.00 0.00 12" HP °
S-5 TYPE C INLET 6.85 0.10 15" HP xs
. � ' FOR ROOF DRAIN
57 LF. N (MIN. S=1,0"t. T*. +° ~
0,10 15" HP I
S•6 TYPE C INLET 6.50 0.25 15" HP 12' HP ADS (� Q z
.03 A �7�; .04 A .�° � � o
Z
2.95 12" HP I-' I ' °' G �-• N
S-7 15"ADS YARD DRAIN 6.60 3.20 12" HP
FF 6" HDPE CONNECTION O = z o
3.20 12" HP �:. bm TO ROOF DRAIN. z
S-8 115" ADS INLINE DRAIN 6.60 3.35 12" HP 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. I •F. �-', REFER TO ARCH. a a7° = U W Q
3.35 12" HP 2. CONTRACTOR SHALL NOT SCALE PLAN BUT SHALL REFER TO SITE PLAN FOR ALL UNE DIMENSIONS. I i ' 8.55 (LAN FOR�OCATI Z Q 0 - �'
S-9 15"ADS INLINE DRAIN 6.60 3.50 12" HP 3. ROADWAY UNDERDRAIN SHOWN HEREON IS BASED ON THE PROJECT GEOTECH ICAL ENGINEERS 8" HDPE TRUNKUNE II I N +°" O ?
3.50 12" HP UNDERDRAIN ANALYSIS. FINAL DETERMINATION OF LIMITS OF UNDERDRAIN MAY BE ADJUSTED FOR ROOF DRAIN I �" W '� Lu
(MIN. S=1.OJf� TYP. , 7.25
S-10 15"ADS INLINE DRAIN 6.60 3.60 12" HP BASED ON TEST HOLE OBSERVATIONS DURING ROADWAY CONSTRUCTION. -" FWli 1 x , x .Q " o W Y
n � I 4�t ' xw° '1° p N. O � t ■ t�
S-11 TYPE C INLET 6.60 0.40 15 HP 4. ALL PIPE LENGTHS SHOWN HEREON ARE APPROXIMATE AND ARE TAKEN FRO THE APPROXIMATE µ 1 R xa� 9 V Q 1i�
2.95 12" HP CENTER OF GRATE/RING AND COVER TO THE BACK OF THE MITERED END SECTIONS. �, I ` _ ._ w W �3
S-12 15"ADS YARD DRAIN 6.70 3.05 12" HP 5. REFER TO THIS SHEET FOR DRAINAGE STRUCTURE TABLE. "
6 HDPE CONNECTION
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.
TO ROOF DRAIN TYP. I,� Z w
S-14 15" ADS INLINE DRAIN 6.50 3.50 12" HP xM I I x
(REFER TO ARCH. , ° Q o
PLAN FOR LOCATION) �, r. I ,�
is60IP ADS , 1 H I AD °% F- o
-x \ sx a Q I..L.
' \ T Q
as EXISTING CHURCH \
.� STORMWATER ` `\ OCP+Uo 41 d
MANAGEMENT I)�CILITY _ I
V
(NORTHPONp�. \ r ` , .. P�S..........,�J�� w
EXISTING OVERFLOW 77 LF. N V-SWALE W/ 4:1 24' _ ;r ° 5. MAX. LINEAR .�
LL
STRUCTURE SIDE SLOPES AT GRADE SHOWN A x , CR
AND 2.0%
THROUGH �%•• O 6-• ulh ° N
(WEST EDGE OF SWALE TO BE ° X m^ �IGH T CR SLOPE
THROUGH
o c
Q _ (TOP EL 3.701) _Jc }g1 _•c Z
r BUILT UP lO PROVIDE 6 MIN. ,. x° L0 F.F`q.� - -� + o qt'q ILL
p
I DEPTH. SOD ALL DISTURBED , _ - - g
a TEMPORARY ' ��� xa° x 6.85 8.50 EAK PORN , ' •�� kms: = o
CONSTRUCTION
LF. N ry
Cn
3 EASEMENT +°� ,oP+uo 12" HP ADS x° I 08 Act 02 Act = 5'70
...,.�.440�t
I3 �, �� x � MIIHNiNINdtT
QONCWM a,TTER Project No.:
BMW MAUL
C
i a SET M"NAL IN /' P k /
7 1 V ,0.•"OINS DA DARN ItEHw MMIO
E �° a'" °S� 16-01-0006
I m `L KT MM reMAL N S•7 °O " ACt � � 9 2 A x e• + F oP IC
I TO MANHIX W C D"AIM-7.e° S �"� ocA LE RISER Designed: Drawn:
.+ TOP a-41.e41 1 NAVA+i!/DATW J.E.W. D.C.G.
SOUTH NV..0.73 N 1
I L Nv._0.7� ° °y a Eeiq,/z• 5-10 � 1¢
pAVOLN+T °' ANO t �° cRouN TFC - Checked: O.C.:
-- CONCRETE PAVEMENT •�•1 p` CONCRETE-E ALK 1• '1}'t
►� 8'.")8"E��`+p' 1 2.25 �eD co- RI9ER tMM1^, °,4 a °�^ ti
C a 723-
� �• N 20'1B'E 1 2T.B.W. R.C.W.
o MATCHUN 'DETAIL THISSHEET �'�MATCHI G EXISTING (FENCE TOBE R OVED MAY BE REUSED PAVE1 + T �• ��� ,• 28 LF. ��NL� NOVEMBER 122015
9n I � I I ai I �1 I I ,� SAWCUT AND CONNECT ° 41 LF. N �•�` PA ' PAVEMENT ate:
�tt T1 k7 A MOP INLET M
TO EXISTING SIDEWALK
SIF IN GOOD CONDITION) ' �, P �` e� 'r ^' Imo._e I I 55 LF. 12 HP ADS UNDERGROUND GAS RISER
xT�- 9.67 Fl FLOWUNE OF _ 12 HP ADS ORATE IN -a
5t, 36. II 12" HP ADS N�''''24 `CONTRACTOR SHALL FIELD VERIFY Scale:
W 11 "' ' °� II 6" HDPE CONNECTION SIZE AND LOCATION OF ALL 1" =30'
_ tt -t, 8"W ° + EXISTING GUTTER PAVEMENT PAVEMENT TO ROOF DRAIN. TYP. EXISTING UTIU11ES PRIOR TO
ST 1NV. - 7 p x°p A TO REMAIN, TYP. a� (REFER TO ARCH. CONSTRUCTION (USE CAUTION
ANO aTTrn PLAN FOR LOCATION) WHEN WORKING NEAR EXISTING Sheet
NUNN " UTILITIES)
APPROXI TE LOCATION OF ,E cum N �
' EXI NG 6" WATER MAIN VA 111+9e111"Tu" V � � EO
<F .-.MANN C - U
P EL a99 `�
SOUTH INV._0.73
NEST INV-_0.72 I w� t .�r ,� ��,•^
J w "TwHo� a1»� v 'r.. c
NM
P EL_as9] (u O O
WATER OVER a , MATCHUNE SEE DETAIL THIS SHEET ; ' u- v 00
I EX. SANITARY
U I I I I I I I I I M I I aj
I (6" MIN. CLEAR) p
(30" MIN. COVER) n 1 V •C 9101 0 J
TOP ELrsftw"=".. a 1-6" 90' BEND ►" "'�� » » C� ^
EAST N�. - 7 u 1-8 x4 TEE
CONNECT TO EXISTING 8" WATER MAIN VIA 8' TAPPING SLEEVE AND ii , ` 1-4w 90' BEND
6 TAPPING VALVE (COORDINATE CONNECTION WITH Up1LITY PROVIDER. 1-4 GATE VAL p ME
*• �� 1-2" METER TOB I TALLIED C'`) 8 \0zL! =
�. UTIU ES AND SHALL FIELDVERIFY WHEN
LOCATION! AND ELEVATION �i . BY COAG) ( =�
OF ALL UTILITIES PRIOR TOI CONSTRUCTION) SA \ 2-4 x2 REDUCERS n N CQ
1-TEMPORARY BACTERI OGCAL cr .-.1
rn
m
4 A� \ BUILDING 1 n PUNG POINTS CO w
F.F. EL 1 6" DOUBLE CHECK �. aj in
a N a HOLE \ = 8.15 " D CTOR ASSEMBLY O Z X M uJ
\ 1-2 ALL 1-4" 45' BEND 0 w
1-6" INSERTA VALVE X �� \ POLYMER OX 1-6' 45' BEND uC.l c Q zo
1-6" PLUG (SEE DETAIL. SHEET 10E) °i \ O
(CONTRACTOR SHALL USE INSERTA x I M E ow
E OSS OF UTILITY I 6 PVC (SDR-35) \ 1-2' SADDLE W/ CORP STOP �. M Z z
DURING CONSTRUCTION, %r °i SANITARY ' COf
o - - -__ ' u LATERAL AT 1-4" 225' BEND .► C in
____ WATI�UTILITY PROVID
a 1.00KL. TYP. (CO. \ w
INV. 3.0' MIN. \ 1-6" 22.5' BEND ��,• eV U
OW PROPOSED ' MANHOLES. TYPE "A" •G d' m
N 8' D 18 WATIM-MAIN it GRADE) PRIVATE C O O
L STA. 13+25 5.ilOA'oL g F-
TO BE OCA 5.0' INSI� j n .
c PR CT COUNDARY� I �"`
- - - a � � EL 6. cn
cc ' -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - u 1-TEMPORARY 4 TOP
IN - 2973(6") N >,
- - - - - - - - u INV. IN - 297 6" N m o
-------------------------- `-_- --- WATER VER STORM n SAMPLING
LOgC INV. OUT EL - 2.80 S
--- _ DOG POND J1 ( (6" MIN. LEARj� �I a SAMPLING POIN 1 POLY PIPE WAITER
_ ( �.•- - - - - - -- - - - - - - - �- 30" IN. OVER �n� i�2 »
.� - - - - - - - - -- - - - _ - - - - = SERVICE ui
a ----------------------------------------------� R EXIS NG 6" WATER �� SADDLE W/ �p
DOG OND BE N PROPOSED it CORP STOP Ram west INV.-178 z
PCL
IN SER S AND PLUGS a
1.6
INLff
_,,ALL W IN JOINTS ON a 8" PVC (SDR35) ORATE E3.93 w c =
- 6" ATER IN BETWEEN " O S = 0.40R souTH INS.__o.9s Z Q o O
. - . - T SHALL Be STRAINED u z < .�
\ aF MATER PROPOSED WATER MAIN 30" BELOW r / 1�� w�� f ~ N Z
0' BEND UP TO PASS i1 Q
\. OVER EXISTING SANITARY SEWER it z z
2-6" 90' BENDS , It a o 0
W
6' MIN. HORIZONTAL SEPARATION BETMIE 6" PVC DR18 > a j
£ FIRE MAIN w
1-6" INSERTA VALVE I •NW ¢ SANITARY OVER STORM o m
SAlETARY MANHOLE i &u (CONTRACTOR
LUG (SEE DETAIL. SHESMIOE) s , (6" MIN. CLEAR) N 4-
0
(36" MIN. COVER) N N p
TOP .9.93 FULL OF WATER 1 6" 22.5' BEN .
►"iv:v&_:. 3"e --- 1U AVUfU LOSS OF UT1ILJTY DURING- _ g PV0 PJeE _ ___ _ - » D 4" PVC DR18 a a a a ° O
, _ ____ ____-____ =_______________ - - - -_----- _--- 1-4 225 WATER SERVICE z z
SEND
own 1 _ � e
a
q11"""`F°'� u� CONNECT TO EXISTING 8" WATER MAN VIA 6" TAPPING SLEEVE AND--7-'
X N
6" TAPPING VALVE (COORDINATE CONNECTION WITH UTILITY PROVIDER. x x Q
CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR EXISTING �- G
UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND ELEVATION WATER SERVICE
SANITARY HOLE
£ OF ALL UTILITIES PRIOR TO CONSTRUCTION) �T S1°'7 I OVER FIRE MAI 4
WATER OVER "'wvi t- - - - - (6" AR) A C7 W
CL
EX. SANITARY E1.&VA71ON°F 17 ILDATUM ', 36" MIN. COVER) 0 Q z
(6" MIN. CLEAR) 56 LF. N F.F. EL !�L
(30" MIN. COVER) 8" PVC (SDR35) = 8.25 G W O
CORE AND CONNECT TO EXISTING SANITARY O S - 0.4071 fn °oP+ue w
MANHOLE PROPOSED INV. EL - 1.45 o
(CONTRACTOR SHALL VERIFY SIZE AND MANHOLE #4, TYPE "A' " 1-4" TEE 7` i
LOCATION OF EXISTING INVERTS PRIOR TO PRIVATE 1-2 1-4" GATE VALVE
SHOP DRAWING SUBMITTAL AND NOTIFY STA. 12+60, 6.0' L C4DD-0RP Sl P 6" PVC z Q z
ENGINEER OF ANY DISCREPANCIES) INV. IN ELTOP � 2521N 3 AT Ss 1.0071,, RA �- nw-.
INV. IN EL - 1.78 S F.F. EL "
�/ o
INV. OUT EL 1.68 W = 8.15 ���, �,�� (CO. INV. 3.0' MIN. v
BELOW PROPOSED 1- 8" FIRE HYDRANT W
£ GRADE) ASSEMBLY O
REFER1. TO SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND.
2 CONTRACTOR SHALL VERIFY ALL UTILITY CROSSINGS ON RECORD DRAWINGS. (INVERTS. LOCATIONS, 1-2" BALL 'S U
SEPARATION, TOP OF PIPE, AND GROUND ELEVATION) VALVE INM/°'° D
POLYMER BOX „ry
3. CONTRACTOR SHALL MAINTAIN 8" MIN. VERTICAL SEPARATION WHEN WATER MAIN IS ABOVE EtEYA °mi,e2 o
STORM SEWER OR GRAVITY SANITARY SEWER AND MAINTAIN 12" MIN. VERTICAL SEPARATION WHEN ' t°EE DA711 a
WATER MAIN IS BELOW STORM SEWER OR GRAVITY SANITARY SEWER. CONTRACTOR SHALL VERIFY %- - w
CROSSINGS ON RECORD DRAWINGS (SEE N0E 2). 6 SANITARY SEWER ♦ ' 1-6 90 BEND o_
SERVICE (TYP.) w
4. CONTRACTOR SHALL MAINTAIN 3.0 MIN. HORIZONTAL SEPARATION BETWEEN WATER MAIN, STORM. ye m
SEWER PIPE AND STRUCTURES. CONTRACTOR SHALL MAINTAIN 6' MIN. HORIZONTAL SEPARATION SANITARY OVER STORM
BETWEEN WATER MAIN AND FORCE MAIN OR GRAVITY SANITARY SEWER MAINS AND MANHOLES. (6" MIN. CLEAR) p
5. ALL GATE VALVES SHALL HAVE A CAST IRON BOX AND SHALL BE LOCATED OUTSIDE OF PAVED (36" MIN. COVER) -� o
AREAS. CURBS AND SIDEWALKS EXCEPT AS NOTED. 265 LF. N „ " W Q
S. GENERALLY, PLAN SHEETS DEPICT HORIZONTAL BENDS ONLY; CONTRACTOR SHALL CONSTRUCT 8" PVC (SDR35) EL #-a G F-umm z
VERTICAL BENDS AS REQUIRED FOR VERTICAL CROSSINGS AND COST FOR VERTICAL BENDS SHALL O S - 0.40% F.F.F. EL.. .. -
BE INCLUDED IN THE BID PRICE 0 = Zo
7. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING UTIU71ES (LOCATION ANDW Q
INVERTS) AND SHALL EXERCISE CAUTION WHEN WORKING NEAR ALL EXISTING UTILITIES AND F.F. EL
SHALL NOTIFY PROJECT ENGINEER IMMEDIATELY IF THERE ARE DISCREPANCIES OR CONFLICTS. - 8.20 Q
8. ALL FIRE HYDRANT ASSEMBLIES SHALL INCLUDE A 1-8" GATE VALVE W/ CAST IRON BOX AND 1-2" BALL 1-2 z Q p -- z
FIRE HYDRANT. SEE DETAILS VALVE IN SADDLE W/ W LL (n
9. FIRE HYDRANTS SHALL BE LOCATED 3.0' TO 10.0' OFF OF BACK OF CURB. POLYMER BOX CORP STOI 1-40 EEm p W W
10. ALL MANHOLE INVERT ELEVATIONS ARE AT CENTERLINE OF MANHOLE. 1-4' GATE VALVE �/ v
11. MECHANICAL PIPE RESTRAINTS SHALL BE USED IN ACCORDANCE WITH TABLE ON SHEET 10E 1
12. ALL SANITARY SEWER SERVICE LATERALS STUB OUT TO BUILDINGS SHALL TERMINATE WITH INVERT �•J
wW -.8ELEVATION OF 4.20' MIN. BELOW FINISH FLOOR. 1 a (11 y
13. ALL WATER SERVICE STUB OUTS TO BUILDINGS SHALL BE TERMINATED WITH A PLUG FOR �KV V �
CONNECTION BY BUILDING CONTRACTOR. 1POLYPIPE J
WATER SERVICE z
Q J p
t M
W U-
1-I" STUB FOR HOSE �-' o
BIB CONNECTION AT,
Q
DUMPSTER AREA
1_6 90• w
BEND I - ` � A �
3 \ 1 TEMPORARY BACTERIOLOGICAL 0
4_ SAMPLING POINT �� �
a
.,�;.,,..
� � x w
3 CONNECT TO EXISTING 8" WATER MAIN VIA 8'x6" TAPPING SLAVE �`�' * w
/ , � ...� o�+� a.
11N1EIIIEIIIIN/f/Fp,�
J iE
PRO MATE', LOCA OF OF ' AND 6 TAPPING VALVE (COORDINATE CONNEC11ON NTH UTILITY SANITARY OVER STORM �° '••.�
.%� EXISTING 8" WATER MAIN PROVIDER. CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR (6" MIN. CLEAR) i MANHOLE #1. "A" .-`'?`
52 LF. CO .
EXISTING UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND PRIVATE C LL 3a>
4 ELEVATION OF ALL UTILITIES PRIOR TO CONSTRUCTION) 8" PVC (SDR35) STA. 10+40, 5. L p; J z
(36' MIN. COVER) x O �
m 1-4" GA VALVE TOP EL - 740% .19 W 0)� W ;�
w i i 1-2" USHING F.F. LL• O S = INV. IN EL - 3. 2 (6") SE U o q E.
YDRANT 8.15 15 W ".¢' a`
INV. OUT EL �, o
MANHOLE 02, TYPE 'A" � V)
3 PRIVATE O
'CP+G STA. 10+92. 5.00' L N EP�•��
TOP EL - 7.01 ect No.:
13 MON MAIK. INV. IN - 3.32 (6") S � Pro 1
APPROXI E LOCA11ON OF ,E OU I = 294 E 16-01-0006
EXI NG 6" WATER MAIN V& DA,w
/.. �'�ten` Designed: Drawn:
INYN� = 2.84 N � OCABLE RISER
W , �- - - - - -� - - - - - - --� / J.E.W. D.C.G.
�"ATIaTNeeE O+wTUTA
Checked: O.C.:
OAS RISER 1� -
cSTM MANSO�I __ - T.B.W. R.C.W.
MP EL 4 ; , 1 - Date:
Om' .8. NOVEMBER
NOV
EMBER 12 2015
L . °3 1l �AOE C
" ' SOUTH
SEE ABOVE l� 11 ATLANTIC BOULEVARD ""'`a`. Scale:
1" =30'
1 Ali (100' ROW)
1-6" 90' BEND II
�, Sheet
O
EDGE OF DETECTABLE •-• c
4_0 ccM
1• WARNING DOME PATTERNS SHALL i '"' u ;� n
1.6 MIN. BE IN-LINE WITH THE � W. o
" 16 7 5. z < 2" 2.4" MAX. DIRECTION OF TRAVEL. BRICK •»� o
8.5 V
< 4D womoo CL
u? I FILTER FABRIC V C
2' iv TRUNCATED DOME COVER 2-#s @ 6"O.C. "a o _
VALLEY CURB V (SEE DETAIL)
.POST DRIVEN INTO
GROUND 18o MIN.
N.T.S. O Ln' Z
0.9" MIN. » » FLOW GRADE �" Orn N 4i
m O O 1.4" MAX. 0.2 ±0.02
x INTEGRAL 4 T V 4 y 4 .c `� o W
c " DOME -', N •.
'L 4 R SLOPE TO MATCH • Z \0 Ld
a 10" "� I WIRE OR NETTING $ $ 4 O
SLOPE OF ADJACENT N ' 1 PLAN 'a �, b �, _ s- z
PAVEMENT O 0 Li PRECAST IN ACCORDANCE �1 ,x 0. O
� 8"R SECTION WITH LATEST EDITIONS M E LOU
''� a ' TRUNCATED DOME of ASTM C 478 ► o
E 1 2a"R ENVIROFENCE 10OX WITH SED. FILTER MANHOLE COVER AND FRAME
a, : g_3/� / a 6» PAVEMENT SLOPING
CL PER CITY OF JAX. STD. C M
g c AWAY FROM GUTTER FABRIC. NETTING do FENCE ' C �Q
LLJ
ip q O O O GROUT C N N V a:
m 9• .0 o m
N 18" EDGE OF DETECTABLE NOTE: USE ADA PAVERS OR .� oo o
00 WARNING APPROVED EQUIVALENT 77
i:�BRICK a- T-
2'_8 J-
MIAMI CURB & GUTTER (HIGH SIDE) -
0
N.T.S. 2"CLEAR '.; GROUT,"RAMNEK"OR m Q
BASE-TO BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES. W RING JOINTS
PIPE MUST WHERE REO'D.
r �/ LLJ
NOT BE IN = V
IL
PLAN VIEW ///� �/� CONST.JOINT W MINIMUM WALL THICKNESS SHALL p
AVEMENT SLOPING '�/ � �' BE ONE TWELFTH of THE DIAM.
» e �// 2"CLEAR OF THE RISER,WITH A MINIMUM 0-
1/4 LIP ASPHALT TOWARD GUTTER ����� VFT WALL THICKNESS OF 5".
ABOVE CURB ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING
4"R 10» SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND 4"x4" TRENCH MIN.BEARING CAP 'PIPES SHALL BE FLUSH 2 0
O
IN THE DIRECTION OF TRAVEL. 24" FROM THE BACK OF CURB 2000 P.S.F. • • • `• WITH INSIDE WALL. � z
c " i
» `1/2"R
ELEVATION � a
9 8 R° e 6» a.. :, �. 7" CURB RAMP DETECTABLE WARNING SILT FENCE DETAIL o
N.T.S. N.T.S. NOTE:FOR ADDITIONAL STRUCTURAL DETAILS REFER TO PLATEw
D-110 o
18" A 4" STORM SEWER J-1 MANHOLE 2 m
N.T.S. o 0
MIAMI CURB & GUTTER LOW SIDE \\ \
N.T.S. /\,
//
40 8" COMPACTED SUBGRADE UNDER SIDEWALK �n -
CURB AND CURB & GUTTER NOTES: 95% MAX DENSITY (A.A.S.H.T.O. T-180) V
1. MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST TURN DOWN AS REQUIRED TO KEEP Q
FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE "A" - 3" MIN. BELOW ADJACENT GRADE Z z
CONSTRUCTION.
2.CONCRETE SHALL BE CLASS 1 CONCRETE WITH A MINIMUM 28 AT GRADE Q O
DAY COMPRESSIVE STRENGTH OF 3,000 PSI. ui
3.WHEN USED ON THE HIGH SIDE OF ROADWAY SECTIONS, THE " SLOT OPEENINGS HALL Q J O
CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE 40-4" NOT BFB II�_,WAELI.� i
OF THE ADJACENT PAVEMENT. WHERE THIS CONDITION IS NOTES:ONSTRUCT STRAIGHT JOINTS WIT FACE PERPENDICULAR TO 31-4" �-- 5 3/4" --j 5 3/4" WITH G A�Itt SttA Q tQ z
ENCOUNTERED, THE FRONT FACE VERTICAL DIMENSION SHALL SURFACE OF CONCRETE. TRAVERSE JOINTS SHALL BE AT RIGHT
REMAIN AS SHOWN FOR NORMAL SECTIONS SHOWN HEREON. o o ad X" RCP Z W
ANGLES TO CENTERLINE UNLESS OTHERWISE INDICATED ON PLANS. o 0
2.PROVIDE EXPANSION JOINTS AT 100' INTERVAL MAXIMUM SPACING o iv GRATE 'Q 0 Uo
ON CENTER. o o I I x rrnn x
3.PROVIDE EXPANSION JOINTS FILLER FOR JOINTS ABUTTING CURBS, o o I- M i� V O
CATCH BASINS, MANHOLES, INLETS STRUCTURES, WALKS AND OTHER o o I N Z U
FIXED OBJECTS UNLESS OTHERWISE INDICATED ON PLANS. I o t »
4.EXTEND JOINTS FILLER FULL WIDTHAND DEPTH OF JOINT, AND 3 -0 1 NOTE: QNEE" 1
C.GG�jjSIGN o
BELOW FINISHED SURFACE. PLAC_ SEALANT OVER JOINT FILLER o I ` • 40001P.S. .
PER MANUFACTURERS RECOMMENDATIONS. o o #4 ® 12" a m
5.USE PREMOLDED ASPHALT-IMPREGNATED FIBERBOARD, 1%" THICK o o " 'L: �.•. .• O.C. E.W. co m
CONFORMING TO ASTM D1751.
6.CONTRACTION JOINT SHALL BES W CUT (1/" WIDE BY 1 " DEEP). 8" 8" U) J
7.FINISHED SURFACE FOR CONCRETE' SIDEWALK SHALL BE GRAY " J
CONCRETE WITH LIGHT BROOM FINISH PERPENDICULAR TO LINE OF :I I . 8» 2o 8» W LL Q z
1.5" TYPE S-3 ASPHALTIC TRAFFIC. GROUT, OR 2 1/4 5 3/4" G p N
CONCRETE SURFACE COURSE &PROVIDE CRACK CONTROL JOINTS @(SAME AS WIDTH) O.C. w j �:'' : RAM-NEK 5 3/4" 2 1/4" O = Z �
9.PROVIDE 16" STRIP SOD ADJACENT TO ALL EDGES OF SIDEWALK, r JOINTS WHERE ALL EXPOSED CORNERS W Q
CURB AND PAVEMENT AREAS. REQUIRED AND EDGES TO gE = U
10. CONCRETE COMPRESSION STRE 4GTH 3000 P.S.I. OO 28 DAYS EYE "
CHAMFERED 3/4 Z
{ 2 0 - z
0 11. SIDEWALK TO BE CONSTRUCTS WITH SLOPES COMPLYING TO 4'-4" I I BOLTS W (/)
<=> `= WITH LATEST ADA CODE AND FDOT INDEX 304. SIDEWALK MAX " 2"x2"x1 4" ANGLE � W LL W Y
o �' ® �, LINEAR SLOPE OF 5.0% AND MAX CROSS SLOPE OF 2.0% 00 " ;: 2 IRON GRATE SEAT Q a
--I PIPE ROTATED (SEE PLATE D-209) - U
-3'-0" FOR CLARITY - W
CONCRE E WALK
N.7 S. z
go UMEROCK BASE LBR 100, COMPACTED I X m
TO A MINIMUM 98% OF THE MODIFIED ;n : w
PROCTOR MAXIMUM DRY DENSITY :N
" I ° • °.-0 a 8" " Q
(A.A.S.H.T.O. T-180). PRIMED ENTIRE WIDTH FINISHED GRADE N I ;) W Q �-• w
12m STABILIZED SUBGRADE MINIMUM LBR 40, Z
-3/4" 5-3 4" N++ Ir
d MAXIMUM PLASTIC INDEX OF 6, COMPACTED TO - GROUT, OR "RAM-NEK" �" °'
a �.
a MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR " - - JOINTS WHEN REQUIRED ••""""'•��.� w
g 1 R-T CONCRETE . ao ao _ . • . . �P••• •., '-, �
MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). \ •.•' N
g VALVE JACKET
00
4 PLAN VIEW #4 BARS ® 6" O.C. ��. N Lu z
eO NOTES•
1. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. MINIMUM BEARINGS CAPACITY 2,000 PSF Z ;> zCD ru
° *-+ fa-• �
'a 2.SOIL ANALYSIS MAY INDICATE THE NEED FOR THICKER
a BASE COURSES THAN THOSE HEREIN. THE PAVEMENT 1/2 /FT. '. PIPE ROTATED FOR CLARITY
cr �
THICKNESS SHOWN HEREIN ARE NOT INTENDED TO BE SECTION VIEW �''•,,, •'" ''��0�
ABSOLUTE, BUT ARE PRELIMINARY CRITERIA AND MAY BE
2m MODIFIED TO ACCOMMODATE THE BEARING CAPACITY OF „ Project No.:
'N VARIOUS SUBGRADES. PVC WYE STORM SEWER TYPE E INLET C NS RRUCTIONTJ�INT 16-01-0006
o
y 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 J.E.W. D.C.G.
N Checked: O.C.:
WI INSIDE WA
Cr STANDARD SPECIFICATIONS, LATEST EDITION. 45'_ NOTES: .• T.B.W. R. .W.
a \ \ \ C
g TYPICAL PAVEMENT SECTION THESE NOTES APPLY TO ALL INLETS NOT IN /� ,� Date:
PAVEMENT AREA. MINIMUM BEARING CAPACITY 2000 PSF
4 ZINV. ELEV. ON PLANS NOVEMBER 12 2015
GIVEN AT THIS POINT 1. CONCRETE DESIGN STRENGTH 4,000 PSI Scale:
N.T.S. 2.ALL GRATES TO BE TRAFFIC BEARING GRATE
CLEANOUT DE AIL 3.coNTRACTOR SHALL PLACE A 10' WIDE SOD MODIFIED TYPE "C" INLET
N.T.S. COLLAR AROUND INLETS (NOT IN PAVEMENT). N.T.S. Q /�
Sheet 8A
y �O
TRENCH WIDTH VARIES u u
M
ASPHALT
W/ SIZE OF PIPE i 0
0 '3 0
zo CROWN TRENCH IN - 0
a a a o v UNIMPROVED AREAS
v w IM CK (3" MINIMUM) FINISHED vvi cov-a
Z GRADE C Cn .0
W 06 rn
w COMMON FILL _
8" PORTLAND CEMENT CONCRETE AT 3500 PSI, cn WLn z
H W/ 6x6 / 1000 W.W.F.
(FDOT STD. SPEC. 346 & 350)
m EXIST. GRADE \ o \ COURSE AGGREGATE SHALL BE GRAVEL OR -III=I I =1 C N N
Z 0 0 p STONE MEETING THE REQUIREMENTS OF FDOT SIDE SLOPES PER SEE -III Y 'C 04 o W
SLOPE 0 SECTION 901-2 OR 901-3 RESPECTIVELY. _ v 'v 4 •• L o
/\ 0 O �� TRENCH SAFETY ACT -I - NOTE 3 I I l 0 C •� M ui
SEE PLAN \ o FILTER MATERIAL p p �� TME GRADUATION SHALL MEET SECTION AND OSHA REGULATIONS I I- III-
Gl w ..
a - - - - `� /\ 901-1.4 GRADES 4, 467, 56, OR 57 STONE. ) ;I I - PIPE I I I Z `"", o o
'� • �-`�'- •
x/
0 0 MEDIA 0 0 \ (TYPICAL BOTH SIDES C
' Z \ ��\ FILTER FABRIC SHALL BE MARAFI US 160 NW =) I I- O.D. =i I w 0M w
0 0 0 OR 140s" OR APPROVED EQUAL AND SHALL pop- Z
•' .1 j ••~
0 0 �/ BE WRAPPED OVER THE TOP OF THE FILTER
E N / -1 11=1 I =1 11=1 11=1 _ In
CL \\ O - __
r pop-
p � MEDIA, DOWN THE SIDES AND ACROSS THE - =I I - =1
J InNQuxi
p o p �� BOTTOM TO COMPLETELY ENCASE IT. _ _ =I I_-
12" STABILIZED SUBGRADE FDOT - - -
_ C N V
o \ 12" (MIN.} I - - - _� ' iV 'C d' m
STD. SPEC. 160, TYPE B 5 16" » I-III-III II-III- m v- C o
r MIN LBR 40 = j 0 / 6 PERFORATED PIPE SHALL MEET AASHTO - - _ w Z 8 5 o
N
( ) \ 0 0 o HOLES �� M252 FOR CORRUGATED POLYETHYLENE i= III I 0-0
J
SMOOTH INTERIOR PIPE OR ASTM F758 FOR I=III I (=III= o N
o EXPANSION do CONTRACTIONS NOTES d
1. PROVIDE 1/2- PREMOLDED EXPANSION JOINTS AT W MAX. SPACING \ POLYVINYL CHLORIDE PIPE AND ASTM C508 _=III=I I I=I . w '' o
�� ����������������� �\ FOR PERFORATION REQUIREMENTS. m
-I - °° Z
2. PROVIDE STAY-IN-PLACE KEY CONTRACTION JOINT OR APPROVED 24" MIN. _ - - - - - - a
.e \-UNDISTURBED CAREFULLY COMPACTEDIII WEQUIV. AT CENTERLINE OF ROADWAYS AND AT 15 MAX. SOIL SELECTED BACKFILL FREE -III=III=II•I=I•�I=III~III=I�I=III=�11= W
0
a 3. SPACING TRANSVERSELY SPACING SHALL BE ADJUSTED TO BLEND OF ORGANIC MATERIAL -III-) I I-III-III-III-III-III I I. x
ASTHEITCALLY WITH PAVING FINISH AS APPROVED BY OWNER.
NOTES:
I,;.I I 1=1
HEAVY DUTY CONCRETE PAVEMENT DETAIL 1. PIP- USED FOR SUB SOIL DRAINS SHALL MEET AASHTO M177-721 SPECIFICATIONS FOR UNDISTURBED EARTH
BITUMINOUS FIBER PIPE, AASHTO M 198 FOR ASBESTOS CEMENT PIPE, AASHTO M 198 FOR (SEE NOTE 2) 2 0
N.T.S. ALUMINUM PIPE, ASTM C444 FOR CONCRETE PIPE OR ASTM D 3033 FOR Ln
POLYVINYL-CHLORIDE PIPE. a
2.00 TRACTOR SHALL PROVIDE MINIMUM 20' STUBOUTS ON EACH SIDE OF ALL DRAINAGE 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. o
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. n
4 .CO JTRACTOR 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. W
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
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 z z
REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. u,
W t:
SIGN N0. FTP-21-06 TYPE 'B' BEDDING & TRENCH DETAIL 0 x
FTP-22-06 N.T.S. z z
�- IL
6 5 6
r� Q 0
A. ° 8. :° �, a �--12" 4 LB/FT "U" U) o
' ° ° ' • .. . .. 4'. . a _ , :a . . . • .° ' . ° ° CHANNEL 0
• • •. ', ' � • ° � ° • a ° a .' ; v•' •`• v 1 (GALVANIZED) 0 < z
v ° va vd a. .° v. °. v TRENCH WIDTH VARIES w
v. ° a ° W/ SIZE OF PIPE Z W
° d a. v; v 1-1/4" now Q o
PARKING BY t° ` 1-13 16" CROWN TRENCH IN a_
DISABLED oo M UNIMPROVED AREAS z o
PERMIT 1_1/16» I.� -1/1s (3 MINIMUM) ZuJ
ONLY FINISHED
NUT & LOCK GRADEQ o
3-1/2 CL
$250, FINE _ _ _ _ CL
n"
1» _ _ _ COMMON FILL _ W
Lk WPOST SECTION I Ed I I=1 I I=I I I=III=i I I= o
12 SIGN T I WASHER 5/16" -III I I-III- I I-I I I I I Cn J
(TYP.) " MACHINE -I I�,,i iII (=III= (=I II I LLQ J Q o
SCREW OR SEE -I I, Y c LL _ z
CONC. SIGN BOLT SIDE SLOPES PER=}� � NOTE 3 =) I I- 0 SAFETY ACT G .. I- Ln
WHITE ^ : ! AND OSHATRENCREGULATIONS I=I I= =I I=� _ M = z z
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5' CHEVRONS EQUALLY N.T.S. -I 1 i= III=III- o �.- Z Q w
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NOTES: SELECTED BACKFILL FREE =III=II III=I1
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�a �qw. w w �w 1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND OF ORGANIC MATERIAL -
m- a -a WITH REFLECTIVE WHITE SYMBOL AND BORDER. PIPE BEDDING
„ N s N m f5 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
�O co 60' m = m BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. SEE NOTE 8 �- - - - - - - a
» w w cO 3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND -I ( I I-I I-I I-I I-I I -
y 2 a 3 a "2» WITH REFLECTIVE WHITE LEGEND AND BORDER. BEDDING ROCK _i I=I I=III=1 I=I I=I I�I I,; UNDISTURBED EARTH �..N�""""'"*"'�N..,� a
V m K °° I , I I-1 I I-III-III_III-1 I (SEE NOTE 2) � �,1s,......,,•d,� W
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2" 1. TN RENCH AND PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% MAX DENSITY (AASHTO T-180). ' : ` Q J: a
2 2.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY.
z� c~n �Cvw �' o
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a 4.WATER SHAL3.15" MAX RL NIPE DIAMETER OT BE PERMITTEDSTHAN IN THE TRENCHD24" MAX FOR PIPE DURING CONSTRUCTION. 24" AND LARGER. . cn
as 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. * •.4��
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.:
'w 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:
6 5. DIMENSION ARE TO THE CENTERLINE OF MARKINGS. &DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE J.E.W. D.C.G.
9 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. D
rr
REACH SUITABLE FOUNDATION.
0 7. THE FTP-22-06 PANAL SHALL BE MOUNTED BELOW THE T.B.W. R.C.W.
Date:
c FTP-21-06 SIGN. NOVEMBER 12 2015
TYPE 'A' BEDDING & TRENCH DETAIL Scale:
TYPICAL HANDICAP PARKING SPACES N.T.S.
N.T.S. Sheet vB
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MINIMUM PIPE BURIAL TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE \.si/ w � O
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-- ADSIHANCOR SINGLE WALL),N-12 HP,PVC SEWER(EX:SDR 35), �C C d m
N tit FOIe PVC DWV(EX: SCH 40),PVC C9001C905,CORRUGATED&RIBBED PVC O � O
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THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRATE OPTIONS LOAD RATING PART■ DRAWINGS 0_
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GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, PEDESTRIAN MEETS H-10 1699CGP 7001-110.207
(1) vm a amm TYPOAL CLASS II,OR CLASS III MATERIAL AS DEFINED IN ASTM 02321. STANDARD MEETS K20 1599CGS 7001-110.208 O:
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BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE SOLID COVER MEETS H 20 1599CGC 7001.110209 _
77
PEDESTRIAN BRONZE WA 1599CGPB 7001-110.210
• '. PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. DOME WA 1599CG0 7001-110$11 � p
* #`31m PSI CONCRATE lIJ6 Nt)TE°J`' DROP IN GRATE LIGHT DUTY 1501a7001-1104M > }
N w�►10lRMEWMINIMUM PAD REQUIREMENT 10' X 10' 1 -GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7M-05, Q
•�` WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE
FOR WOW ENCLOSURE, AND/OR NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT BUFORD,GA 30518 O
2-FRAMES SHALL E DUCTILE IRON PER ASTM A536 GRADE 7050-05. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04.03.06 PHN(770)932.2443
(./ FOR BLOCK. 3 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO �St
1 f,'' y `• a :e , ,M7 • TRANSFER,OR LICENSE THE USE OF THE DESIGN OR I FAX(770)93T•2490 p
i `�t' 1 ,+ ASTM 03212 FOR CORRUGATED HDPE(AOSN•121FIANGOR DUAL WALL), y
TECHNICAL INFORMATION SHOWN HEREIN i7 www n I lest us tont W
•" 1 ` ' a + + N-12 HP,&PVC SEWER. REVISED BY NMH PROJECT NOJNAME Y aP
REPRODUCTION OF THIS PRINT OR ANY INFORMATION N
� '• �¢ f THE (*L (JE C�*I ( DETERMINED 4 -DIMENSIONS ARE FOR REFERENCE ONLY,ACTUAL DIMENSIONS MAY VARY. CONTAINED HEREIN,OR MANUFACTURE OF ANY T�
% I�` . 5-DIMENSIONS ARE IN INCHES DATE 0315.16 151N INLINE DRAIN QUICK SPEC INSTALLATION DETAIL
BY THE SIZE {)F THE I)UMPSTER. ARTICLE HEREFROMi,FOR THE DISCLOSURE TO OTHERS W
�,,� •• y fi-SEE DRAWING NQ.7001-110-275 FOR ADS N-12&RANCOR DUAL WALL BELL m
' IS FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN
Na LINK ANY KIND. &DRAWING N0.7001.110364 FOR N•12 HP BELL INFORMATION. PERMISSION FROM NYLOPLAST. azo s Hnaunsr OWG SIZE A SCALE 1:20 SHEET I OF 1 Oft
NO. 7003110-026 REV E +�
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GN aSOL D FIBER' MESH CONCRETE.
PLEASE`CtN+ITACT PUBLIC WORKS In
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OT TD SCALE GUIDANCE/INFORMATION AT 247-5834 (D
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DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, �' Ld
TRAFFIC LOADING,&OTHER APPLICABLE DESIGN FACTORS.
(3) VARIABLE INVERT HEIGHTS SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. > p
AVAILABLE(ACCORDING TO O
PLANSITAKE OFF) (5) ADAPTER ANGLES ^ CL
VARIABLE 0•-360' w
ACCORDING TO PLANS THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER w
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, m
CLASS II,OR CLASS III MATERIAL AS DEFINED IN ASTM D2321,
BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL.BE � � 0
PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. J QF-
(3) VARIABLE SUMP DEPTH LL O
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ACCORDING TO PLANS G I— V)
(4) VARIOUS TYPES OF INLET&OUTLET ADAPTERS AVAILABLE: (6"MIN.BASED O1
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O Z
W Q
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STANDARD MEETS K20 1599CGS 7001.110.200
SOLID COVER MEETS H-20 1599CGC 7001-110.209 �# W W
PEDESTRIAN BRONZE NIA 15WCGPB 7001-110210
DOME NIA 15MGD 7001.110211 Of
DROP IN GRATE LIGHT DUTY 1501Di 7001-1104173 U � d
1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, < �_ Z
WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE Q Z
2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-05 NYLOPLAST HAS PROPRIETARY RIGHTS.THE RECEIPT BUFORD,GA 30516 00
3-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER. DATE 03.30.06 PHN(770)932.2443
RISERS ARE NEEDED FOR BASINS OVER 64"DUE TO SHIPPING RESTRICTIONS, TRANSFER,OR LICENSE THE USE OF THE DESIGN OR x lO St FAX(770)932.2490 � �
SEE DRAWING NO.7001-11(065 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY WHI PROJECTNOJNAME ' mayl°PIxM•us•�
4-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY INFORMATION Q >_
ASTM D3212 FOR CORRUGATED HDPE(ADS N-121HANCOR DUAL WALL), TITLE L
CONTAINED HEREIN,OR MANUFACTURE OF ANY DATE 03.14-16 a I— Of
N 12 HP,&PVC SEWER. ARTICLE HEREFROM,FOR THE DISCLOSURE TO OTHERS 15 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0"TO 360 TO DETERMINE MINIMUM IS FORMEN.EXCEPT BY SPECIFIC WRITTEN OW.-
ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001.110-012. 1 PERMISSION FROM NYLOPLAST. DWG SIZE A SCALE 1:25 SHEET 10F/ DWG N0. 7001.110190 REV E O
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4' DIA REINFORCED L"', �� OE
HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS CONCRETE MANHOLE V M
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401/2° NEOPRENE"T" GASKET RING FINISHED GRADE GROUT o
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THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION
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1. MATERIAL:ASTM A-48 CLASS 35B GRAY IRON. Z
s" 2'-e"DIA CONCRETE ADJUSTMENT N
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. RINGS OR BRICKS (TYP) t=
GROOVE & GASKET DETAIL 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. LL Q
SEPARATION SHALL BE 12 INCHES.
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4. ALL DIMENSIONS ARE SHOWN IN INCHES.
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SEPARATION REQUIREMENTS FOR 5. FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA(INCLUDING UTILITY DEDICATION PROJECTS),THE COVER SHALL : i•
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WASTEWATER 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
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SYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA),THE COVER SHALL INCLUDE
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JANUARY 2015 PLATE W-10 s„ (SEE NOTE 4)
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WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS-NOTES
NO RUBBLE, GRADE TO ,''
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1. IT IS REQUIRED THAT"WATER MAINS"BE INSTALLED, CLEANED DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL
1/2" PER FOOT. _ " 4 . ��,. :'�- -'-°= w
SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS,CHAPTER 62-555, F.A.C.AND LATEST - r f ""''' m
JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION,THE PHRASE"WATER MAINS" MEAN MAINS,
6,. - •• • -.�r':..-.,- ,••,.;� ;y A ;.• CONSTRUCT SPILLWAY WHERE � o
INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED,OR FINISHED DRINKING WATER; , ,: „ „ „ „ „ „ I'D
• ' •• :.'ti`.- <•.;'="':,•:r.:. V O UPPER SEWER IS
INVERT F P
FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE(3) INCHES OR GREATER. IN ADDITION, r:;r. MANHOLE JOINT A B C D ` ' ' % ,o ABOVE MID HEIGHT OF LOWER W �"� Q o
INSIDE WALL +, .,
SEWER. �- Z
THE PHRASE "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62 610, F.A.C. ";:= 7° JOINT ANGLE 53.043 52.543 51.500 52.000 N_
.. LEVELING COURSE, 12"(MIN) O = Z
2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE
a8"I.D. 5" UNDISTURBED SOIL MIN. THICKNESS OF GRANULAR W
(3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORMSEWER,
STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. BEARING CAPACITY: `�/`//`//`//`//`//`//`//`//`//`�/�//`//`// BACKFILL 57 STONE) �j
PREMOLDED PLASTIC JOINT PREPRIMED JOINT 2000 LB/SQ FT. %��%i�\/i� �%i�%i�\/i�\/��%��\%���/i�%��%i�% ( Z Q O - z
3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX(6) SEALER WITH PROTECTIVE SURFACES IN UNSUITABLE SOILS, W u'
FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR WRAPPER TO COVER ENTIRE �`;;`; '' „B, OUTSIDE WALL SECTION VIEW (S-2) OVER-EXCAVATION IS m L-3
W U
PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED JOINT AREA(APPLY JOINT "' REQUIRED(SEE NOTE#6). O Q ry 0
WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS r
-- OUTSIDE WALL ••~- ` :r' •
SEALER TO TOP AND �; �'.;. =�-- •• "�" ':•••' •�>' (FOR PLAN VIEW SEE S-3)
MAY BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX(6) INCHES ABOVE THE TOP '
BOTTOM SURFACES, :.`. • RAD = 1/8"(TYP) ~ W >
OF THE SEWER (SPECIAL CASE). REMOVE WRAPPER DURING N INSIDE WALL :i' NOTES: U I"' d J
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4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM-TYPE ASSEMBLY) v Z �_
SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX(6)INCHES,AND ' „D„ 1.
A.S.T.M. C-478 WITH 4000 LB. CONC.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 OF THE OTHER PIPELINE.
.t' i TYPE 11 CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE Q o
HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. JOIN ASSEMBLY DETAIL �:•: "A" :.•. • ,i FILLED WITH NON-SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. _m �
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5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF v Q W
am SEWER,WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE
BITUMINOUS WATERPROOFING MATERIAL. Q
'a OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. : + d
HOWEVER, ITIS 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
INSIDE WALL '+
H 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED .. `;• WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. ++ ,�/ W
$ EXTERIOR JOINT SEALANT ,d+,
ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. w
MEMBRANE (6" MIN)
ALTERNATIVELY,AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE 4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL BE 5' DIA WITH SPECIALTY LINER.
Q o LL N
(3) FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS,STORMWATER FORCE MAINS,OR PIPELINES :� CENTERED ON JOINT
Q CONVEYING RECLAIMED WATER, AND AT LEAST SIX(6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY EXCESS JOINT SEALER 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6"WIDE (MIN) EXTERIOR JOINT TAPE uJ 4= z
SEWERS,WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER. SHALL BE TRIMMED • �:
*- (WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17.
FLUSH TO INSIDE ALL LIFTING HOLES (INSERTS) Q
7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE(3)FEET FROM ANY SURFACE ":;. SHALL BE FILLED WITH cr o
CL EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER;AT LEAST '-. NON-SHRINK GROUT AND CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML CL OL MH CH ¢
6. IN SILTS,
vs THREE (3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER;AT �4. .. COATED WITH BITUMINOUS OH AND PT) THE SOILS SHALL BE OVER-EXCAVATED AN ADDITIONAL 24" (AT A MIN.)AND BACKFILLED WITH ms's, •'•..•• N
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3 AASHTO CLASS A-3 SOIL(COMPACTED TO 98%, ASTM D1557) OR OVER-EXCAVATE AN ADDITIONAL 12"(AT A MIN.) ^ * QQ��
� LEAST SIX(6) FEET,AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE WATERPROOFING MATERIAL
SANITARY SEWER OR WASTEWATER FORCE MAIN. AND BACKFILL WITH GRANULAR BACKFILL(57 STONE). ""'«m►Nan
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Project No.:
"0 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM COMPLETED JOINT DETAIL
16-01-0006
C 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
G.
aCONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, SANITARY SEWER TYPE "A" MANHOLE J.E.W. D° °
PRIOR TO CONSTRUCTION. PRECAST SEWER MANHOLE JOINT DETAIL Checked: O.C.:
T.B.W. R.C.W.
8"-21 " SEWERS Date:
TE N UTILITY SEPARATION REQUIREMENTS JANUARY 2015 PLATES-17 NOVEMBER 122015
NOS O JANUARY 2015 PLATES S-2 S-3
Scale:
JANUARY 2015 PLATE W-11
10A
Sheet
EXIST. YARD PIPING CONNECTION %0
SEWER LATERAL MARKER REQUIRED TO BE DETERMINED IN FIELD V E
FOR NEW DEVELOPMENT AREA +.+ N O
(SEE NOTE#'I) IF NO CURB SCRIBE LETTER
SIDEWALK "S" IN FRONT OF SIDEWALK -0 C
(PAINT GREEN) V .O O
P/L — pp
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s S V a;
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JOIN TO EXIST. CONN. IN FRONT OF
SIDEWALK, DRIVEWAY OR P/L O
CURB SCRIBE THE LETTER"S" MIN. OF 2" � ,ups MO-0
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ns ,
HIGH & 1/4" DEEP IN CURB (PAINT GREEN) " 'M E_ .�r O �0 Ln Z
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Ct O.L OF SEWER AND STREET F- rr1 0
SEWER UNLESS SHOWN OTHERWISE w �" O = z
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W s FOR SECTION VIEW SEE S-20 :. :,';°�;:: •. :_•.: :• ;,..•.' :f '.�
J W VARIES ... . /�\//�\/� x
U) O VARIABLE TO BE DETERMINED W
BY ENGINEER IN FIELD FOR EXIST. PIPE
ELECTRONIC"SEWER" �
EXCEEDING 3'-0" DEPTH 'N q
MARKER (SEE NOTE#1) L
a
PIL — — — — FLEXIBLE ADAPTER 6 PVC BEND Z
NOTES:
COUPLING (FERNCO OR EQUAL) o
1. FOR S=PTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST,AN ELECTRONIC"SEWER"MARKER IS ;',:`' ,:"':,'': 6" PVC SEWER SERVICE w
REQUIRED FOR ALL LATERALS WHICH ARE"NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS LATERAL MIN SLOPE 1/8" m
"NOT I q USE",A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED GREEN)SHALL BE INSTALLED TO MARK THE PER FOOT (NOTE#2) m
LOCA 'ION OF THE 6"PLUG. a)
+ 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 Q z z
EXISTING CONFLICT PIPE
3. NO SE ER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 16"AND LARGER. !Q
4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING) NOTES: H
NN
I.i.
WITH "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR-26. X
¢
1. ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES. W a
HOUSE LATERAL — PLAN VIEW 2. FLATTER SLOPES MUST BE PRE-APPROVED BY JEA O&M MANAGER(ONLY) PRIOR TO CONSTRUCTION. 3Z
JANUARY 2015 PLATE S-19 W 0
3. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 9$% OF THE
MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557. J o
SEWER SERVICE LATERAL MARKER Q i
REQUIRED FOR NEW AREAS (SEE NOTE#)DEVELOPMENT HOUSE LATERAL OVER CONFLICT PIPE z F- Z
12"MAX CURB&GUTTER < W w
N WIDTH of RIGHT-OF-WAY vARIEsJANUARY 2015 PLATE 5-23 W 0 0
ENGRAVE IN CURB THE LETTERco —AVG. GROUND SURFACE W
� ELECTRIC "SEWER"MARKER "S"AT SEWER HOUSE SERVICE o
(SEE NOTE#1) LOCATION (PAINT GREEN) W
TOP OF PAVEMENT
0
Lu
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W .•:.. ��
X
o z EXIST. 4"YARD PIPING m
N bw CONNECTION (TO BE LOCATED J p
`-Q w WIDTH OF TRENCH PRIOR TO INSTALLING TEE V�
M (NOTE#3) /�
\\jj\ /j /j\ I BRANCH). PROVIDE FLEXIBLE W —� Q o
��\ j � ADAPTER COUPLING(FERNCO TOP OF PAVEMENT U— �— Z
BEND \/ /�/ OR EQUAL). AVG. GRADE SURFACE O = Z z
6" PIPE /\ /\ LAY IN UNDISTURBED SOIL `.' t:. .: ,• •`. /\ T W ¢
MIN. SLOPE W �\ \\\ / ��� LAY IN COMPACTED J j�\ \j�\ \\ \�\\ ' Z Q Z
CL 1/8"PER FOOT z \� \ // \%� SOIL a /\\ /. /�. WILL
w
VARIES \j\j\\� O
uwi \/\ \\j STANDARD TEE-WYE FITTING Ld W y
o o FOR EXISTING PIPE O v
PROVI E 6" PLUG o \\ \/ (30 MIN., 60 MAX.)
EXCEEDING 3'-0" DEPTH ¢ �
OR C NNECTION TO N �, — w CLW
YARD IPING / /� \� U d r
ZFOR PLAN VIEW SEE S-19 EXISTING CONFLICT PIPE �, Z L7
Q J o
m
NOTE \\/\\ \/\\ \// O
SAND CUSHION 3" MIN.
.p 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST,AN ELECTRONIC SEWER MARKER IS REQUIRED FOR (NOTE#3) w
ALL LATERALS WHICH ARE"NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS"NOT IN USE",A 6" PVC SEWER SERVICE p
LANDSCAPE TIMBER OR 3x3 MIN. P.T.POST(TOP PAINTED GREEN) OR AN ELECTRONIC"SEWER"MARKER SHALL BE INSTALLED TO LATERAL PIPE (MIN) SLOPE ''. x
" 11/8" PER FOOT(NOTE#2) ,,,�`"sm,.n,,���V w
MARK THE LOCATION OF THE 6 PLUG. ••••..••••••��
2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES. THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE 60 FEET c+t,
g (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE). z� N
c 6" PVC BEND `.' CN `�' O z
m 3. SEE MEASUREMENT AND PAYMENT SECTION FOR MAXIMUM PAYMENT WIDTHS.
VARIABLE TO BE DETERMINED co FW- - Q
4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS(INCLUDING THE TEE-WYE FITTING)WITH A BY ENGINEER IN FIELD o
o
G. "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET,SHALL BE PVC SDR-26. z t!
4 •• Q �� fn
• ``
3
•
5. UNLESS APPROVED OTHERWISE BY A JEA O&M MANAGER, NO GRAVITY SEWER MAIN WITH SEWER SERVICE LATERALS SHALL BE NOTES : ¢s �••••"'••''`�� ,`���
c
CONSTRUCTED WITH A"DEPTH OF CUT"GREATER THAN 12 FEET.
m 1. ALTERNATE GRADIENT FOR 6 INCH TERAL 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
O GRAVITY SEWER HIGH-LINE,A MANHOLE OR OTHER JEA APPROVED METHOD. 2. FLATTER SLOPE MUST BE PRE-APPR VED BY JEA O& M MANAGER (ONLY) PRIOR TO CONSTRUCTION Designed: Drawn:
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.
aWHERE POSSIBLE (CONTINGENT UPON MEETING THE CUSTOMER'S ON-SITE CONDITIONS AND LOCAL CONSTRUCTION STANDARDS). 3. THE SOILS BETWEEN THE NEW MAINAND THE CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE MAXIMUM Checked: O.C.:
co A LATERAL REQUIRING MORE THAN 60" OF COVER MUST BE APPROVED, PRIOR TO CONSTRUCTION, BY JEA. DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D 1557. T.B.W. R.C.W.
c Date:
4 HOUSE LATERAL - SECTION VIEW HOUSE LATERAL UNDER CONFLICT PIPE NOVEMBER 12 2015
Scale:
JANUARY 2015 PLATE S-20 JANUARY 2015 PLATE S-24
Sheet
10B