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6 PAVING AND DRAINAGE PLAN
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(904) 265-3030 FAX: (904) 265-3031 7 WATER AND SEWER PLAN
VICINITY MAP
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8A — 8C PAVING AND DRAINAGE DETAILS Project No.:
C.A. NUMBER: 3650 L.A. NUMBER: LC26000311 9 - POND MODIFICATION SECTIONS 16-01-0006
(0 Designed: Drawn:
0 10A — 10E WATER AND SEWER DETAILS
0 www.cwieng.com J.E.W. D.C.G.
9 11 CLEARING AND SEDIMENT AND EROSIONCONTROL PLAN Checked: O.C.:
9 T.B.W. R.C.W.
0 12 STORMWATER POLLUTION PREVENTION PLAN
Date:
13A — 13B TREE MITIGATION PLAN NOVEMBER 12, 2015
14A — 14B LANDSCAPE PLAN Scale:
Sheet
9. BOUNDARY SURV
BOATWRIGHT LAI
10. THE CONTRAI
MATERIAL TE'.
INCLUDE DEN
PAVEMENT AI
PLACEMENT,
ENGINEER SH
11.
THE CONTRACT
CONTACT / TELEPHONE #
GENERAL NOTES:
1.
ALL WORK AND
MA
RIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF
KAYLE MOORE / 247-5834
CITY STANDARDS (
TEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS AND THE
PLACEMENT OF
REQUIREMENTS UIREMENTS OF
ER AUTHORITIES HAVING JURISDICTION. THE WORK SHALL ALSO BE PERFORMED
14.
AND TESTED IN AC
RDANCE WITH THE RECOMMENDATIONS OF THE REPORT OF GEOTECHNICAL
ASSOCIATED WI
EXPLORATION BY E
IS & ASSOCIATES, INC. (DATED OCTOBER 26, 2015). THE MORE STRINGENT
SHALL BE USED.
2.
ALL WORK SHALL
PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF
O.S.H.A. SHALL BE
OLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES
CONTRACTOR E
TO HIS EMPLOYEES
AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF
THIS PROJECT. ALL
COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. REGULATIONS AND THE
AND REGULATH
FLORIDA TRENCH,
THE STATE.
rETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID.
3.
100 YEAR FLOOD
IN BASED ON FEMA FLOOD MAP NUMBER 12031CO408H EFFECTIVE JUNE 3, 2013.
4.
TOPOGRAPHIC INF
ATION SHOWN HEREON TAKEN FROM TOPOGRAPHIC SURVEY PROVIDED BY
THE CONTRACT
BOATWRIGHT LAND
RVEYORS, INC., DATED JANUARY 19, 2016.
5.
THE CONTRACTOR
ALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID
THE CONTRAC;
FOR THE PURPOSE
F FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK
AND LOCAL CONDI
NS, EITHER SURFACE OR SUB -SURFACE, WHICH MAY AFFECT THE WORK TO BE
PERFORMED, AND
E EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT
RELIEVE THE CON
CTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS
ALSO URGED TO T
E COLOR PHOTOGRAPHS THROUGHOUT THE PROJECT AREA TO RECORD EXISTING
CONDITIONS PRIOR
CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS
THAT MAY OCCR
E TO CONSTRUCTION OF THE PROJECT.
l I
6.
IT SHALL BE T
NTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR
ACQUIRE ANY G 0
HNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE
MATERIAL REQUI
TO BE REMOVED AND/OR TO ESTIMATE THE AMOUNT OF OFF SITE BORROW
THAT WILL BE
RED.
7.
ALL IMPROVEME
HOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE OWNER FOR A
PERIOD OF ONEi
Z FROM DATE OF ACCEPTANCE.
8.
ELEVATIONS REF
CE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 1988).
9. BOUNDARY SURV
BOATWRIGHT LAI
10. THE CONTRAI
MATERIAL TE'.
INCLUDE DEN
PAVEMENT AI
PLACEMENT,
ENGINEER SH
11.
THE CONTRACT
CONTACT / TELEPHONE #
FOR THE PROJI
COAB
OR EASEMENTS
12.
THE CONTRACT
KAYLE MOORE / 247-5834
PROPER AGENC
13.
PLACEMENT OF
TELEPHONE
REPRESENTATI\
14.
PRIOR TO ANY
24.
ASSOCIATED WI
WETLANDS, SW
TO BE DISCHAF
EFFLUENT ARE
SUBMIT A SUM
ENVIRONMENTA
CONTRACTOR E
COMPLY WITH
VALUES OF RU
AND REGULATH
THE STATE.
15.
THE CONTRACI
ALL PRESERVA
REMAIN NATUR
16.
THE CONTRACT
COMPACTION A
IRRIGATION, C
17.
THE CONTRAC;
SITE WORK INS
18. THE CONTRA
EVENT OF A
PROCEEDING
19. SUBMITTAL OF
OF ATLANTIC I
BUILDING DEP/
20.
CONTRACTOR I'
CONTACT / TELEPHONE #
MONUMENT IS
COAB
REINSTALLATI O1
21,
ALL DEBRIS RE
KAYLE MOORE / 247-5834
CONTRACTOR.
22.
ALL EXCESS SI
TELEPHONE
CONTRACTOR I
23.
ALL EXISTING
24.
BURNING OF T
BEACH.
D WETLAND INFORMATION AND LINEWORK BASED ON SURVEY PROVIDED BY
NEYORS. INC DATED JANUARY 19, 2016.
25. CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS INCLUDED IN
THIS PROJECT, AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR EASEMENTS SHALL BE
CONSIDERED AS PART OF THE PROJECT.
26. CONTRACTOR SHALL SCHEDULE A PRE-CO14STRUCTION MEETING WITH THE CITY OF ATLANTIC BEACH
PUBLIC WORKS DEPARTMENT BEFORE MOBILIZATION FOR CONSTRUCTION.
27. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT CONSTRUCTION BE IN ACCORDANCE WITH ALL
CURRENT CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL OBTADN A
COPY OF CITY STANDARD DETAILS AND SPECIFICATIONS FROM CITY OF ATLANTIC BEACH AS WELL AS
A COPY OF JEA STANDARD DETAILS AND !SPECIFICATIONS PRIOR TO BEGINNING CONSTRUCTION.
28• CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTAL OF "RECORD DRAWINGS" FOR COJ REVIEW AND
APPROVAL. RECORD DRAWINGS SHALL INCLUDE BENCHMARKS.
29. THE CONTRACTOR SHALL CLEAR AND GRADE PROPOSED ELECTRIC EASEMENTS TO FINISHED GRADE.
CONTRACTOR SHALL PROVIDE AS-BUILTS TO VERIFY R/W GRADES PRIOR TO INSTALLATION OF
ELECTRICAL CONDUITS OR ELECTRICAL LINTS.
30. THE JURISDICTIONAL WETLAND LINE, WETLAND IMPACTS, WETLAND MITIGATION AND UPLAND BUFFERS
AS DEPICTED ON THESE PLANS MATCH THOSE SHOWN ON PLANS SUBMITTED TO AND APPROVED BY
THE ST JOHNS RIVER WATER MANAGEMENT DISTRICT.
1.
L CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM
D SOIL TESTING IN ACCORDANCE WITH CITY REQUIREMENTS. THIS SHALL
IS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES LOCATED IN
VCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR TO LIMEROCK
TRACTOR SHALL COORDINATE WITH PROJECT ENGINEER AND THE GEOTECHNICAL 2
E RECOMMENDATIONS FOR UNDERDRAIN PLACEMENT.
ALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE
CLUDING CITY RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY RIGHT-OF-WAY
1ALL COORDINATE THE WORK WITHIN CITY OR STATE RIGHT-OF-WAY WITH THE
DR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR.
UNDERGROUND UTILITY LINES SHALL BE COORDINATED WITH OWNER'S
ELIMINATE ANY CONFLICTS WITH LANDSCAPE DESIGN.
TARGE OF GROUND WATER (DEWATERING) FROM CONSTRUCTION ACTIVITIES
IIS PROJECT TO WATERS OF THE STATE (INCLUDING, BUT NOT LIMITED TO,
AND MUNICIPAL STORM SEWERS), CONTRACTOR SHALL TEST EFFLUENT (WATER
IN ACCORDANCE WITH RULE 62-621.300(2) F.A.C. IF TEST RESULTS ON
W THE SCREENING VALUES OF RULE 62-621.300(2) F.A.C., CONTRACTOR SHALL
OF PROPOSED CONSTRUCTION ACTIVITY AND TEST RESULTS TO DEPARTMENT OF
ITECTION DISTRICT OFFICE, WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS.
CONTINUE TO SAMPLE EFFLUENT AS REQUIRED THROUGHOUT PROJECT AND
ONDIMONS OF RULE 62.621.300(2) F.A.C. IF GROUND WATER EXCEEDS SCREENING
:.621.300(2) F.A.C., CONTRACTOR SHALL COMPLY WITH OTHER APPLICABLE RULES
'RIOR TO DISCHARGE OF EFFLUENT (GROUND WATER) TO SURFACE WATERS OF
HALL CLEARLY MARK IN FIELD PRIOR TO ANY LAND CLEARING OR DISTURBANCE
AREAS AND UPLAND BUFFERS (DEPICTED ON PLANS). THESE AREAS SHALL
VD UNDISTURBED.
HALL BE RESPONSIBLE FOR ALL CLEARING, EARTHWORK, FILL, GRADING,
EMOVAL OF UNSUITABLE MATERIAL REQUIRED FOR ELECTRICAL, PHONE, CABLE,
FS, PADS. CONTRACTOR SHALL VERIFY FINAL GRADES WITH OWNER OR ENGINEER.
HALL BE RESPONSIBLE TO CONTACT COAB 24 HOURS PRIOR TO ALL NECESSARY
IONS AND 5 DAYS PRIOR TO FINAL INSPECTION.
COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE
WHATSOEVER. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER PRIOR TO
IUCTION.
JILT SURVEY, INCLUDING BENCHMARKS, IS REQUIRED IN COMPLIANCE WITH CITY
CODE, PRIOR TO SCHEDULING FINAL INSPECTION OF THE BUILDING BY THE
T OR FIRE MARSHALL.
PONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A
RBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR
THE MONUMENT.
NG FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY THE
LE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE
S DIRECTED OTHERWISE BY ENGINEER OR OWNER.
TO REMAIN SHALL BE PRESERVED AND PROTECTED.
BRUSH AND OTHER MATERIAL IS NOT ALLOWED IN THE CITY OF ATLANTIC
THESE PLANS INDICATE THE MINIMUM ER0 ION & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS
PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE
FLORIDA DEVELOPMENT MANUAL -A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE
STATE OF FLORIDA DEPARTMENT OF ENVIFIONMENTAL PROTECTION (F.D.E.P.) CHAPTER 6. THE
CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO
INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO
INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER QUALITY
VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL
COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND
FINES.
THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL
PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER
MANAGEMENT DISTRICT SPECIFICATIONS A14D CRITERIA.
3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS
WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE: FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR
GRASS PER CITY STANDARDS AND MEETING THE N.P.D.E.S. FINAL STABILIZATION REQUIREMENTS.
5. IF DEWATERING CAPACITY REQUIRES A CCINSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER
MANAGEMENT DISTRICT.
6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL
PERFORM GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY
FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE PETROLEUM CONTAMINATION LEVELS.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO
DISCHARGE ANY GROUNDWATER ENCOUNTERED DURING CONSTRUCTION AND DEWATERING OPERATIONS.
7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A "NOTICE
OF INTENT" TO THE FDEP IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM RULES AND REGULATIONS.
8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN FILTER FABRIC TO PREVENT SEDIMENTATION
OF THE STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER FABRIC UNTIL THE
ASPHALT/CONCRETE PAVEMENT IS PLACED.
9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM SEDIMENTATION
DURING CONSTRUCTION USING NECESSARY SEDIMENT CONTROL BARRIERS.
10. IN THE EVENT OF DELAYS IN CONSTRUC110N, THE CONTRACTOR SHALL SEED ALL AREAS AND
MAINTAIN EROSION CONTROL BARRIERS IIID PLACE TO PREVENT EROSION, SILTATION AND INCREASE
RUNOFF.
PAVIN AND DRAINAGE NOTES:
1. "AS -BUILT" DRAWINGS: AS-BUILTS TO THE CITY AND THE ST. JOHNS RIVER WATER MANAGEMENT
DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR
THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR
REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD LOCATIONS, CERTIFICATION AND
SUBMITTAL OF "AS -BUILT" DRAWINGS IN ACCORDANCE WITH CURRENT CITY STANDARDS AND
SPECIFICATIONS AND S.J.R.W.M.D. REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
PROCESS THE "AS -BUILT" DRAWINGS FOR APPROVAL BY THE CITY.
2. CONTRACTOR SHALL PROVIDE CURB RAMPS AT ALL SIDEWALK AND CURB CONNECTIONS. THE
CONSTRUCTION AND PLACEMENT OF ANY CURB CUT RAMPS OR LANDING PADS SHALL ADHERE TO
THE MINIMUM STANDARDS AS SET FORTH BY THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)
STANDARD INDEX 304, SHEETS 1 THROUGH 6, AND 28 CODE OF FEDERAL REGULATIONS (CFR) PART
36, APPENDIX A LATEST REVISION, FLORIDA ACCESSIBILITY CODE AS WELL AS APPLICABLE CITY
REQUIREMENTS; LDC SECTION 6.04.02.C. DETECTABLE WARNING SURFACES SHALL MEET COJ
STANDARDS.
3. ROADWAY UNDERDRAINS SHALL BE AS FiiLEQUIRED ON THE PLANS OR AS MAY BE DETERMINED
NECESSARY BY THE GEOTECHNICAL. EN61NEER DURING CONSTRUCTION. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE PREPARATION
OF THE PAVEMENT SUB -BASE. UNDERD 2AIN SHOWN HEREON IS BASED ON PROJECT GEOTECHNICAL
REPORT, (SEE GENERAL NOTE 0
1) FINAL DETERMINATION OF LIMITS OF UNDERDRAIN WILL BE MADE
BASED ON TEST HOLE OBSERVATION AT TIME OF ROADWAY CONSTRUCTION. CONTRACTOR SHALL
COORDINATE WITH PROJECT GEOTECHNCIAL ENGINEER. CONTRACTOR SHALL ENSURE THAT PROJECT
GEOTECHNICAL ENGINEER PROVIDES A CERTIFIED LETTER EXPLAINING ADDITION OR DELETION OF
PROPOSED UNDERDRAIN PRIOR TO FINAL. INSPECTION.
4. ALL DRAINAGE PIPES INSTALLED WITHIN ROADWAY RIGHT-OF-WAYS / EASEMENTS (PUBLIC OR
PRIVATE) SHALL BE TELEVISED BY A COMPANY OR INDIVIDUAL CERTIFIED TO PERFORM SUCH WORK.
TELEVISING OF DRAINAGE LINE SHALL BE DONE IN COLOR AND SHALL BE OF SUCH QUALITY TO
VISUALLY IDENTIFY PROPER CONSTRUCTION OF ALL JOINTS AND PIPE ALIGNMENT. A VIDEO TAPE
SHALL BE PROVIDED TO THE CITY UPON COMPLETION. TELEVISING OF THE DRAINAGE LINES SHALL
BE PERFORMED AFTER PLACEMENT OF THE BASE MATERIAL AND PRIOR TO FINAL WEARING SURFACE
OF ROADWAY. CITY APPROVAL OF TELEVISING SHALL BE REQUIRED PRIOR TO PLACEMENT OF FINAL
WEARING SURFACE OF ROADWAY.
5. ALL DRAINAGE PIPE JOINTS ARE TO BE FILTER -WRAPPED.
6. CONTRACTOR SHALL REVIEW, CORRECT AS REQUIRED, STAMP WITH COMPANY STAMP AND SUBMIT ALL
SHOP DRAWINGS ON ALL MATERIALS TO COJ AND ENGINEER AND OWNER FOR REVIEW AND APPROVAL
PRIOR TO FABRICATION AND PURCHASE FOR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE.
7. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED
TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO CONFORM WITH CURBING,
PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS.
8. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES (H-20 LOAD BEARING, UNLESS
OTHERWISE INDICATED).
9. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND
FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE.
10. ALL INVERTS IN DRANAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN
EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH FDOT #57 STONE.
11. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE
REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED.
12. UNLESS OTHERWISE NOTED, ALL PAVEMENT MARKINGS SHALL BE EXTRUDED THERMOPLASTIC IN
ACCORDANCE WITH FDOT SPECIFICATIONS. REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED IN
ACCORDANCE WITH FDOT STANDARDS AND SPECIFICATIONS.
UTILITY NOTES:
1. ALL UNSUITABLE MATERIALS UNDER PAVEMENT, BUILDING PADS, OR HARDSCAPE ELEMENTS SHALL BE
REMOVED IN ACCORDANCE WITH PROJECT GEOTECHNICAL REPORTS. ALL AREAS TO BE FILLED SHALL
BE CLEARED AND GRUBBED IN ACCORDANCE WITH PROJECT SPECIFICATION, CITY STANDARDS, AND
REFERENCED GEOTECHNICAL REPORT (WHICHEVER IS MORE STRINGENT) AND SHALL BE FILLED WITH
STRUCTURAL FILL PLACED IN NO GREATER THAN 12" LIFTS AND COMPACTED TO A MINIMUM 989 OF
THE MAXIMUM DRY DENSITY (AASHTO T-180). DENSITY TESTS TO BE PERFORMED AT A RATE OF
ONE TEST PER LIFT PER 6,000 S.F.
2. ALL POINT OF CONNECTIONS FOR WATER AND SEWER MUST BE PER THE REQUIREMENTS OF THE CITY
OF ATLANTIC BEACH.
3. PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE, THE CONTRACTOR SHALL PROVIDE TO
THE ENGINEER A SCHEDULE OF INVERT ELEVATIONS OF ALL SANITARY MANHOLES. THIS SCHEDULE
SHALL BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS -BUILT" DRAWINGS
FOR THIS PROJECT.
4. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR
PAVEMENT.
5. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY SHALL BE ACCOMPLISHED BY AN
UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 OF THE
FLORIDA STATUTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO KEEP A COPY OF HIS OR
HER CURRENT LICENSE AND QUALIFIERS ON FILE WITH THE DESIGN ENGINEER PRIOR TO START OF
AND THROUGHOUT CONSTRUCTION.
6. SANITARY SEWER SERVICES SHALL BE 6" OR 8" PVC WITH A MINIMUM SLOPE OF 0.010 OR 0.004
FEET PER FOOT RESPECTIVELY AND SHALL BE TERMINATED AT THE BUILDING CLEANOUT AT THE
DEPTH SHOWN ON THE PLANS.
7. WATER LINES SHALL HAVE MINIMUM 30" INCH COVER UNDER UNPAVED AREAS AND 36" MINIMUM
COVER FROM FINISHED GRADE UNDER PAVED AREAS UNLESS OTHERWISE SHOWN ALL WATER MAINS
SHALL BE FLUSHED IN ACCORDANCE WITH AND UNDER THE DIRECTION OF THE CITY OF ATLANTIC
BEACH.
8. HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS, VALVES AND FITTINGS, STORM
SEWERS AND SANITARY SEWERS SHALL BE IN ACCORDANCE WITH FDEP REQUIREMENTS.
9. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF -PW AND SHALL
BE MARKED AS SUCH.
10. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED UNTIL
FINISHED WORK IS COMPLETE.
11. ALL WATER MAINS SHALL BE PVC DR -18 UNLESS OTHERWISE SPECIFIED.
12. ALL SEWER MAINS SHALL BE PVC SDR -35 UNLESS OTHERWISE SPECIFIED.
13. CONTRACTOR SHALL OBTAIN A COPY OF THE D.E.P. WATER AND WASTEWATER PERMITS FROM THE
ENGINEER PRIOR TO THE START OF CONSTRUCTION.
14. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE
DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE LOCATIONS
ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY
LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY
CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DISCREPANCY
SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENTS AND
SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR ALL DAMAGE MADE TO EXISTING
UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE
CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO
WHICH HE SHALL CONNECT.
15. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE
ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY,
AND PRIOR TO
PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. THE CONTRACTOR SHALL REVIEW
SHOP DRAWINGS AND VERIFY THAT ALL MATERIALS ARE ON THE UTILITY PROVIDER'S APPROVED
MATERIAL LIST. THE CONTRACTOR SHALL SIGN OFF THAT SHOP DRAWINGS HAVE BEEN REVIEWED
AND APPROVED. SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE ENGINEER FOR
REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY, AND PRIOR TO PURCHASE OR
CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE.
16. ANY CONTAMINATED SOIL THAT IS EXCAVATED SHALL BE PLACED ON AN IMPERMEABLE MAT AND
COVERED WITH A WATERPROOF COVERING. THE PROPER AUTHORITIES WILL BE NOTIFIED AND THE
CONTAMINATED SOIL HELD FOR DISPOSAL.
17. ALL GATE VALVES SHALL BE JEA STANDARD. VALVES SHALL BE MECHANICAL JOINT, CAST IRON,
BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY TURNING TO THE LEFT. VALVES
SHALL BE RATED AT 250 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE.
18. ALL WATER MAINS SHALL BE DISINFECTED, AND SATISFACTORY BACTERIOLOGICAL RESULTS SHALL BE
PROVIDED TO THE ENGINEER. ADDITIONALLY, ALL WATER MAINS SHALL BE PRESSURE TESTED AT 150
PSI FOR 2 HOURS IN ACCORDANCE WITH AWWA STANDARDS AND CITY STANDARD REQUIREMENTS. NO
CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER
LINES HAVE BEEN PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. THE ENGINEER MUST
BE NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT.
DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA-6-651.
19. A UTILITY COMPANY PRE -CONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO COMMENCEMENT OF
WATER OR SEWER WORK. THE CONTRACTOR SHALL CONTACT THE CITY OF ATLANTIC BEACH AND
ENGINEER TO SCHEDULE THIS CONFERENCE. CONTACT KAYLE MOORE ® 247-5834 TO SCHEDULE.
20. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND
SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48
HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE.
21. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN
EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS SHALL
CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED WATER
SERVICES AND PLUMBING SHALL CONTAIN NO MORE
THAN EIGHT PERCENT LEAD AND ALL
SOLDERS
AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD.
22. CONNECTION IS CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE
OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF THIS
PROJECT.
23. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. GRAVITY SEWER LINE
SHALL BE VIDEO TAPES. ALL LINES TO BE CLEANED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A
FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH THE PERTINENT DATA SUCH AS
DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER
AND ENGINEER PRIOR TO THE ACCEPTANCE, AND ONE COPY OF THE VIDEO TAPE SHALL BE
SUBMITTED TO THE CITY OF ATLANTIC BEACH. ALL DEFECTIVE AREAS AND ITEMS SHALL BE
REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE
RE -INSPECTED PRIOR TO ACCEPTANCE. THE MAXIMUM DEFLECTION SHALL NOT EXCEED 5% OF
NOMINAL DIAMETER. INFILTRATION AND EXFILTRATION TESTING OF GRAVITY SHALL BE IN
ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS. THE MAXIMUM ALLOWABLE RATE WILL BE 50
GALLONS PER INCH DIAMETER PER MILE PER DAY. PIPE DEFLECTION SHALL NOT EXCEED 809 OF THE
MANUFACTURER'S MAXIMUM DEFLECTION RATING.
24. IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE TRENCH, WORK SHALL BE STOPPED AND THE
PROPER AUTHORITIES NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY, DUCTILE IRON PIPE,
FITTINGS AND SOLVENT RESISTANT GASKET MATERIAL SUCH AS FLUOROCARBON SHALL BE USED IN
THE CONTAMINATED AREA. THE DUCTILE PIPE SHALL EXTEND AT LEAST 100 FEET BEYOND ANY
SOLVENT NOTED. ANY CONTAMINATED SOIL THAT IS EXCAVATED SHALL BE PLACED ON AN
IMPERMEABLE MAY AND COVERED WITH A WATERPROOF COVERING. THE PROPER AUTHORITIES WILL BE
NOTIFIED AND THE CONTAMINATED SOIL HELD FOR PROPER DISPOSAL.
25. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER (AND CITY OF ATLANTIC BEACH) ON
ALL STRUCTURES AND MATERIALS, FOR REVIEW AND APPROVAL PRIOR TO PURCHASE OR
FABRICATION OF ANY UTILITY PIPE OR STRUCTURE.
26. D.E.P. PERMITS SUBMITTED THROUGH THE DEPARTMENT FOR PROCESSING SHALL BE IN CONFORMANCE
WITH BOTH THE DESIGN PLANS AND THE WATER AND SEWER AVAILABILITY RESPONSE. ANY
DEVIATIONS FROM THE PRELIMINARY DESIGN AND FINAL DESIGN SUBMITTAL SHALL REQUIRE REVISED
D.E.P. PERMITS REFLECTING THESE CHANGES.
27. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CONFORMANCE WITH THE
J.E.A. APPROVED MATERIALS MANUAL FOR WATER AND SEWER.
28. D.E.P. PERMITS REQUIRING REVISIONS SHALL NOT BE PROCESSED UNTIL FINAL PLANS HAVE BEEN
APPROVED.
29. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE
REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED.
30. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE DRAWINGS
IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE LOCATIONS ARE
APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND FIELD VERIFY
LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY
CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE
CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DISCREPANCY
SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENTS AND SHALL
BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR
OTHER IMPROVEMENTS. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL
VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL
CONNECT.
31. PRIOR TO THE PLACEMENT OF LIMEROCK BASE COURSE, THE CONTRACTOR SHALL PROVIDE TO THE
ENGINEER A SCHEDULE OF INVERT ELEVATIONS OF ALL SANITARY MANHOLES. THE SCHEDULE SHALL
BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE AS -BUILT DRAWINGS FOR THIS
PROJECT.
32. THE CONTRACTOR SHALL REVIEW SHOP DRAWINGS AND VERIFY THAT ALL MATERIALS ARE ON THE
UTILJTY PROVIDER'S APPROVED MATERIAL LIST. THE CONTRACTOR SHALL SIGN OFF THAT SHOP
DRAWINGS HAVE BEEN REVIEWED AND APPROVED. SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF
REQUIRED, TO THE ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE COUNTY, AND
PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE.
33. ALL WATER AND SEWER CONSTRUCTION SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY
CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 OF THE FLORIDA STATUTES.
34. HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER MAINS, VALVES AND FITTINGS, STORM
SEWERS AND SANITARY SEWERS SHALL BE IN ACCORDANCE WITH FDEP REQUIREMENTS STANDARDS.
35. ALL WATER MAINS CONSTRUCTED AS PART OF THIS PROJECT SHALL BE INSTALLED IN ACCORDANCE
WITH APPLICABLE AWWA STANDARDS AND IN ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDED
PROCEDURES.
36. ALL WATER MAINS SHALL BE FLUSHED IN ACCORDANCE WITH AWWA C651 DISINFECTION STANDARDS
AND BACTERIOLOGICALLY TESTED UNDER THE DIRECTION OF THE UTILITY PROVIDER. SATISFACTORY
BACTERIOLOGICAL RESULTS SHALL BE PROVIDED TO THE ENGINEER. ADDITIONALLY, ALL WATER MAINS
SHALL BE PRESSURE TESTED AT 150 PSI FOR 2 HOURS IN ACCORDANCE WITH AWWA C600-87
STANDARDS. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL
PROPOSED WATER LINES HAVE BEEN PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE.
THE ENGINEER MUST BE NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST
BE PRESENT.
37. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER AND
SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL. BE
RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 48 HOURS
IN ADVANCE OF ANY INTERRUPTION OF SERVICE.
38. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE THAN
EIGHT PERCENT LEAD. ALL NEW AND/OR RELOCATED WATER SERVICES AND PLUMBING SHALL CONTAIN
NO MORE THAN EIGHT PERCENT LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN
0.2 PERCENT LEAD.
39. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINT MATERIALS, VALVES, FIRE HYDRANTS, AND
METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS.
40. INTERIOR OF FLEXIBLE SEWER PIPE SHALL BE REASONABLY UNIFORM AND AS CIRCULAR AS PRACTICAL.
STRUCTURAL SHAPE SHALL BE CHECKED REGULARLY DURING BACK -FILLING TO VERIFY ACCEPTABILITY
OF CONSTRUCTION METHOD USED. CONTRACTOR SHALL TEST FLEXIBLE SEWER PIPE FOR DEFLECTION
UPON COMPLETION OF INSTALLATION AND AFTER ROADWAY BASE MATERIAL HAS BEEN IN PLACED AND
COMPACTED TO PROJECT SPECIFICATIONS. AT NO TIME SHALL PIPE DEFLECTION EXCEED 5 PERCENT.
TESTING SHALL BE DONE USING A MANDREL WITH DIAMETER 95 PERCENT OF THE INSIDE DIAMETER OF
PIPE. TESTS SHALL NOT BE PERFORMED WITH MECHANICAL PULLING DEVICES OR ROUNDERS.
CONTRACTOR SHALL PROVIDE TESTING EQUIPMENT AND TESTING SUPERVISION. DEFLECTION MEASURING
DEVICE SHALL BE APPROVED BY COUNTY ENGINEER.
41. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. GRAVITY SEWER UNE
SHALL BE VIDEO TAPED. ALL LINES TO BE CLEANED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A
FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE
BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND
ENGINEER PRIOR TO ACCEPTANCE, AND ON COPY OF THE VIDEO TAPE SUBMITTED TO THE SJCUD.
ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE.
ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. INFILTRATION AND
EXFILTRATION TESTING OF GRAVITY SEWERS SHALL BE IN ACCORDANCE WITH UTILITY COMPANY
SPECIFICATIONS. THE MAXIMUM ALLOWABLE RATE WILL BE 50 GALLONS PER INCH DIAMETER PER MILE
PER DAY AND TESTING SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET.
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Project No.:
16-01-0006
Designed: Drawn:
J.E.W. D.C.G.
Checked: O.C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1,=##'
Sheet 2
COMPANY
CONTACT / TELEPHONE #
WATER SERVICE
COAB
KAYLE MOORE / 247-5834
SEWER SERVICE
COAB
KAYLE MOORE / 247-5834
ELECTRIC SERVICE
JEA
JOHN PITRE/ 665-6606
TELEPHONE
AT&T
GARY HOFFMAN / 307-5424
CABLE
COMCAST
LARRY WINBURN / 380-7574
Project No.:
16-01-0006
Designed: Drawn:
J.E.W. D.C.G.
Checked: O.C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1,=##'
Sheet 2
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a pr
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N 12 WHITE `o W 46.65 L
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7
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.
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25.82 L _ 10,00 L R30% TYP.
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14.88 L ATED ENTR 24.14 L
I STA. 13+22.81, TH' REM. 011= } R3'. TYP.
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{ SIGN COMBO
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R 24.74 L I` EXISTING GUTTER
sTA. 13+02.44, TO REMAIN
II 27.86 L STA. 13+97.00,
ISTA. 13+
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9 R
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40.95
R
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S 12+72.88, f2 t {{ 44.59 R
31.29 L t� STA. 13+68.16,
SERVICE 1p :{'? `, 10.00 R
VEHICLE z } {= SINGLE RESTROOM AND
PARKING
COVERED PAVILLION (SEE
AREA =}L ARCH. PLANS)(1 330 Sr
_.............._... _...,.,.,,,,,..:>....,...PROPOSED CHAIN-
.
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INSIDE DOG PARK
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op L
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{ R30
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;STA. 13+09.01
- - �?�'wi... 98.94 L
_.., APP - -
_...,,ROXIMAIE EXI$TNCa. BOTTOM.. __._, ...,_........_ __.,.. _,._, ..
- -
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STA. 12+74.64, \
484.13
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STA. 12+69.00,1
441.48 L
STA. 12+60.97,-,,,,,,
L�
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_ APPROXIMATE EXISTING NORMAL WATER LEVEL„ STA. 12+97.36,
92.58 L
�..>
STA. 12+74.30,
PROPOSED NORMAL WATER LEVEL 118.07 L�
N
PROPOSED GRADE BREAK
+56.71,
j 92.28 L
STA. 12+56.46,
PROPOSED MODULAR BLOCK RETAINING WALL 98.50 L
. . . ....... -II-- . ..... Z
W._......,..._.......,.,...,.,..._.....,,.._,._,..,,,...__............
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RETAINING WALL
NOTES: 11
I
CHI MA
1. SEE SHEET NUMB
E
2 FOR GENERAL NOTES AND LEGEND.
2. ALL DIMENSIONS
A
TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
3. CONTRACTOR SH
L
PROVIDE CURB RAMPS AT ALL PLACES WHERE SIDEWALK
TERMINATES INTO
PER FDOT INDEX,
3
VEMENT. CURB RAMPS SHALL COMPLY WITH THE LATEST ADA CODE
4. ALL STRIPING, PAII,
�'-_
IENT MARKINGS, AND RPM'S SHALL BE IN ACCORDANCE WITH FDOT
INDEX 17346 (EX
4' CONCRE
ED THERMOPLASTIC MATERIAL SHALL BE USED).
5. STOP BARS SHA
6. REFER TO THE
E
LOCATED 4.0' MIN. FROM CROSSWALKS AND / OR CURB RAMPS.
7. ALL ELEMENTS
_
MITIGATION PLAN FOR TREES TO BE PROTECTED.
ARE PLACES OF PUBLIC ACCOMMODATIONS AND COMMERCIAL
FACILITIES ON TH�
_
TE (INCLUDING ACCESSIBLE ROUTES AND PARKING) SHALL MEET
THE REQUIREMEN
S
F "FLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY
IMPLEMENTATION
'A
, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND 2012
FLORIDA ACCESSI1I
fi GUTTER
Y CODE FOR BUILDING CONSTRUCTION AND THE FAIR HOUSING ACT,
WHEN APPLICABLE.
CONSTRUC 0
O
Lo
Ncu
8. EACH TOWNHOME
U
T SHALL INCLUDE A TWO CAR GARAGE AS REQUIRED TO COMPLY
WITH COAG ORDI
A
E CHAPTER 24. SECTION 24-161(H)(6)
STA. 12+59.66, STA. 12+59.02,
291.44 L L233.72 L
STA. 12+61.97, 8.2'
277.15 L STA. 12+61.81,
STA. 12+63.37, 247.74 L
268.92 L STA. 12+63.35,
255.90 L
IMPERVIOUS SURFACE CALCULATION
CHI MA
TOTAL SITE AREA = 74,333 S.F.
IMPERVIOUS AREA = 42,000 S.F.
IMPERVIOUS SURFACE PERCENTAGE = 57%
ALLOWABLE IMPERVIOUS SURFACE PERCENTAGE = 70%
- ..,,4540E
STA.
12+45.14,
180•
_\
14.75 L
STA. 11+28.86,
IS82'4358"
-- PROPOSED UTILITY
t°{
PVM'T
�'-_
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UNIT AP
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LIMITS OF 6' WHITE
16-01-0006
y
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,:. _
31.00'
1. NORTH SIDE 0
JECT
TA. 11+25.26,
T.B.W.
n
o �
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I
.................._..�..
PROPOSED ALUM IINU
FENCE
3 UNIT APT.
��
3
TO MATCH EXIST1N
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Sheet
S.F.)
O 2
SIDE OF DOG PARK
ORTH
MATCHLINE.,SEE ABOVE
c
:::: .:::
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8
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.
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til
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.....................................................
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AI
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;
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8 WHITE VINYL FENC
---'
4,,TA. 13+94.69,
r n
1
5 2.. 3 3'
i {
1
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5�fA. 13 +93 2
it
•7 3
N7$1
.3
j
'O { 83.96 L
L_
V
LID
UNIT APT. `{'_;
_
STA. 13+89.50,
oBLDG.
1n 1
{_ 79.92 L
STA. 12+59.66, STA. 12+59.02,
291.44 L L233.72 L
STA. 12+61.97, 8.2'
277.15 L STA. 12+61.81,
STA. 12+63.37, 247.74 L
268.92 L STA. 12+63.35,
255.90 L
;I;
E
LEGEI, ID
SOIL
SOIL NA! E
HYDROLOGIC
NUMBER
GROUP
7
ARENT�
A
22
EVERGRE I
A/D
WESCON E
32
LEON!
NJ
A
35
LYNN
A D
71
J III
L
LEON—BOUT
A/D
SOILS INFORMATION TA
OM CUSTOM
SOIL RESOURCE REPOR"
DUVAL
—Do
COUNTY, FLORIDA PR D
B THE UNITED
STATES DEPARTMENT
RICULTURE
WEBSITE DATED MARCH �� 1
1 2(
1
AREA — 50.6 A
CN = 92
Tc = 25 MIN.
K (SCS) = 484
2
NODE
NORTHPOND-PRE
STORMIWATER MANAGEMENT
FACILITY — NORTHPOND—PRE
TOB EL= 6.40 +/-
NK EL= 0.90 +/—
BOT.
—BOT. EL= (—)6.10 +/—
DHW 1 -- YR) EL= 7.54--+7-
T00
DHW (25 YR) EL= 7.39 +/—
DHW (5 YR) EL.= 6.36 +/—
DHW (MEAN)= 5.68 +/—
. ........... N,
EXISTING 15" RCP
NODE
S -19 -PRE
EXISTING 'z
CONTROL
STRUCTURE
11k
STORMWATER MANAGEMENT
SOUTHPOND—PRE
FACILITY EXISTING COAG
TOB EL.= 6.40 -STORM WATER
.. ........
BOT. EL= (—)6.10
SOUTHPOND 00,M0
NK EL= 0.90 +/— ",.- -111 ......
NODE MANAGEMENT FA ILITY
_PRE
YR) EL= 7.65 –�SJR-WMD---4PD-&RkM4ITL-
---DHW (100
DHW (25 YR) EL.= 7.44
N DHW (5 YR) EL= 6.36 +/ — — — — — — — — — — — — — — — — — —
11020-7-1,)- . .....
D5�7 777�7
DHW (MEAN) 5.68
L
,7
Ty
...............
T . ......
PRE
. ...... . ............. . ...........
......... .
......... . . .....
a.
wit t sk
:N
38
V. S. t ffi fflffSYS RPE.
AREA = 7.1 Ac.±
CN = 94
Tc = 10 MIN.
K (SCS) = 484
35
NODE
UT -01 -PRE
Project No.:
16-01-0006
Designed: Drawn:
J.E.W. D.C.G.
Checked: O.C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
Sheet 4
E
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SOIL
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.- - ISTING CONTOUR
IL NUMBER
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SOIL RESOURCE RSP
T FOR DUVAL
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DED BY THE UNITED
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NODE EXISTING 15" RCP
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35
STORMWATER MANAGEMENT
FACILITY - SOUTHPOND-PST
TOB EL.= 6.40 +/-
NWL EL.= 0.90 +/-
BOT. EL.= (-)6.10 + -
DHW 100 YR EL.= 7.63-
_ DHW (25 YR) EL.= 7.42 +/-
DHW (5 YR) EL.= 6.19 +/- -
DHW (MEAN )= 5.48 + -
AREA — 50.6 Ac.+
CN = 92
Tc = 25 MIN.
K (SCS) = 484
... . .....
EXISTING COAB-T
._ ..STORMWATER
MANAGEMENT FA-CILITY
mmu"p OND
110207--1 Jl
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AREA = 0.3 Ac.f
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Tc = 10 MIN.
K (SCS) = 484
Project No.:
16-01-0006
Designed: Drawn:
J.E.W. D.C.G.
Checked: 0. C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1"=40'
Sheet 5
E
BET MAG NAIL IN
'Y\
CONCRETE GUTTER
I�.4\ \ } 1988 DATUM
AN NITARY MANH
TOP EL _
SOUTH INV. _ 0.73
T INV. m 0.72 �\ \
NES1._....
c =:FV PIS
.....v` v. .,
..........1 �S
PRO 0SED ALUMINUM FENCE _ �, �` ' \
i
MATCH%G EXISTING (FENCE TO
MATCHLN S DETAIL THIS SHEET
BE RE OVED MAY BE REUSEDn ::m `�
vll
IIF IN GOOD CONDITION)
_.._. t \
STORM MAN LE `\ x \
TOP EL = .82 'II �' _ �.. `\ `•
EAST INV. - 7 \ t+`w \ \��• i
PROPOSED C AIN LINK FENCE \, ` n ��\ \
MATCHING EXI NG (FENCE TO
6
2 BE REMOVED AY BE REUSED `` ri m S-13
O „HDPE r
9 IF IN GIOOD CONDITION) n .7 8,H6pE `c'
\ u,. i
\ \ \\ \\ 0.06 Act aY
\
h
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a i
12 RAD BUILDING 1
Vii.• Q:�\ 1' i ?\
SNITCH
REMOVE .AND REPLACE EXISTING CHAIN P 5.33 ? r.,_, °; ` _ $'•`� `"
ti
LINK"FENtE AS_ -REQUIRED TO CONNECT''
EXISTING -.... I Ak {
CONTROL TO WATER\MAIN (REFER SO WATER' AND, ! c �
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STRUCTURE r,Eyy� PSN, 53 F •�
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STORM UNDER EXISTING
IF
6•
5
SAIVITARY�_�5EWER"..MAIN..'.`_.`...... B•`N• � }BREAK POflVT
S 3+50.00
CONTRACTOR SHALL CENTER xy` - n ' L i S-2 �TA�
PROPOSED STORM PIPE ` ? EL. V = 660 7.i 4.
BETWEEN JOINTS OF EXISTING
EXISTING DOG PARK
STORMWATE ; SANITARY SEWER MAIN (USE s,!I
\
MANAGEMENT FACILITY
WHEN WORKING NEAR
APPROXIMATE LOCATION OF EXISTING
_....-...- . EXI L 7, UTILITIES)
LINTS Q1 i \
BOTTOM EL (-)6.1t REMOVAL OF S-1 n
EXISTING 4'. CHAIhI n K
-------------------------------- -- ` N LINK. FENCE
°I 90 F. 6.9 s., t
- - -
GRATJE" BREAK- RAIN -T fOI�INSIDE TOP
AD
r __._ .__......... II ,
,xb"' ...REMOVE.... EXISIING....MwE.S: AND "`.-. OF _BANK TO INCREASE TO „ELEVAT%IV' - €
P2RO12mm RnTTnu FI _ _ (-19.1 PIPE AS REQUIRED (APPROX. _ r n
4.4 ON EASIr'...SIdF.. OF POND WHERE 1
- - - - - - - - - - - - - = CF.r_M_ C0NSMCT NEW- - T17 GRAVITY SAKI Tom ;\ 9 .� \
C.I.P MES AT PROPOSED BANK u 1 2.0X p ) S-1,
OF RESHAPED SMF REMOVE EXISTING M.E.S. AND n } X11-
_ _ PIPE AS REQUIRED (APPROX.
EXISTING INV. - 1.01t
_ 48 L.F. TO CONSTRUCT NEW
LOCATION,"OF EXIS N PROPOSED, INV. - (-)0.77f)_,.__,_,._.. -..---.-....
i
NWL EL = 0.9f-C.LP. MES._ AT PROPOSED ...BANK......_. LIMITS OF "g '
a«;..
OF RESHAPED SMF
\
5
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4
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a _.....-.- __..........._.
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,\ Vit........ ......_
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'EXISTIN 4Il
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".- _
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10POSED-GRADE BREAK EL. 3.90
M EXISTING 18
0.22
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19
N �� �RM GRAIN• V` \ N \ dill \ 22i LF. `}
SANT ANHOLE x.�i.. ?Hr ass 7 ..` - a.
MANHOLE
_5.26
/-SAWCUT AND CONNECT
TO EXISTING SIDEWALK
FLOWLINE OF
EXISTING GUTTER
TO REMAIN, TYP.
SAWCUT AND REMOVE
EXISTING ASPHALT TO
CONSTRUCT MIAMI CURB AND
GUTTER LANDSCAPE ISLAND.
TYP.
5.OX MAX. LINEAR
SLOPE AND 2.076 MAX.
CROSS SLOPE THROUGH
CROSSWALK, TYP.
pcP+uG
4 BREAK POINT
-STA. 13+78.93
EL = 4.30
38LF. -
VALLEY GUTTER
}
}} WEST INV. -1.18
} DROP INLET
GRATE EL = 3.9
SOUTH INv. _ -0.95
re
RESTROOM F.F.
EL 7.60
im 5.OX MAX. LINEAR
v SLOPE AND 2.OX MAX.
;: \a
CROSS SLOPE OVER
SIDEWALK, TYP.
8" HDPE TRUNKLINE
FOR ROOF DRAIN
} (MIN. S=1.0X), TYP.
'
oCP+UG
6" HDPE CONNECTION
�TO ROOF DRAIN, TYP.
(REFER TO ARCH.
PLAN FOR LOCATION)
GRADE AT STRAIGHT
}' SLOPE FROM BLDG EDGE
i TO BACK OF SIDEWALK
j(GRASS ALL DISTURBED
AREA
i a }
21
} - OH MARK:
1} BET MAO NAL NI
j �` CONCRETE GURe 1
ELEVATION -4.82
i f N.A.V.k 1988 DATUM
i}}
8" HDPE TRUNKLINE a
S-4 15 ADS INLINE D ll 17.00 0.00 12 HP T• -
S-5 TYPE C INLET 11 6.85 0.10 15" HP ? �• } ? FOR ROOF DRAIN r
0 10 15" HP -57 L.F. _ 1 (MIN. S=1,.b*, TYP.
DRAINAGE
NOTES:
UCTURE
TABLE
S-6
TYPE C INLET
\,
6.50
0.25 15" HP
2.95 12" HP
MAY BE ADJUSTED
'�c
15" ADS YARD DRA
IN
6.60
3.20 12" HP
3.20 12" HP
S-8
15" ADS INLINE DRAII
I'I
6.60
3.35 12" HP
3.35 12" HP
\
S-9
15" ADS INLINE D
h.
STIR.
NO.
STRUCTURE TY
S-10
EL
INVERT EL.
6.60
3.60 12" HP
S-11
\
2
Z .,, X83 L
l
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W Ef1l
S-1
STD. MES
-
-3.50 24" HP
6.70
3.05 12" HP
CONTRACTOR SHALL,ME
S-13
15" ADS INLINE DRJAI
6.30
+33_0
S-2
TYPE E INLET
15" ADS INLINE D
16.60
-3.35 24" HP
1 3.50 12" HP
... VERIFY GRADES OF
',"IM,
1� - S•85 •9
(TOP EL = 3.70f)
-1.30 18" HP
EXISTING SWALE
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0.25 15" HP
BOUNDARY ON
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ASBUILTS
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S-3
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6.85
-0.85 18" HP
"\
BENCH MARK'
SET NAG NAL IN
-0.20 12" HP W
\
} 77 LF. N
-0.20 15" HP
rTSANITARY MANHOLE
� TOP EL = 8.88 �
s,
` X80 to HP ADS
1.10 12" HP E
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GRADE AT STRAIGHT
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AREA
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21
} - OH MARK:
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j �` CONCRETE GURe 1
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i f N.A.V.k 1988 DATUM
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8" HDPE TRUNKLINE a
S-4 15 ADS INLINE D ll 17.00 0.00 12 HP T• -
S-5 TYPE C INLET 11 6.85 0.10 15" HP ? �• } ? FOR ROOF DRAIN r
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Project No.:
16-01-0006
Designed: Drawn:
J.E.W. D.C.G.
Checked: 0. C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1"=30'
Sheet v
1! mill
NOTES:
1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND.
S-6
TYPE C INLET
3. ROADWAY UNDERDRAIN SHOWN HEREON IS BASED ON THE PROJECT GEOTECHNICAL
6.50
0.25 15" HP
2.95 12" HP
MAY BE ADJUSTED
S-7
15" ADS YARD DRA
IN
6.60
3.20 12" HP
3.20 12" HP
S-8
15" ADS INLINE DRAII
I'I
6.60
3.35 12" HP
3.35 12" HP
S-9
15" ADS INLINE D
6.60
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3.50 12" HP
i
S-10
15" ADS INLINE D
I
6.60
3.60 12" HP
S-11
TYPE C INLET''
6.60
0.40 15" HP
2.95 12" HP
S-12
15" ADS YARD DRAIN
MANAGEMENT FACILITY � �
6.70
3.05 12" HP
S-13
15" ADS INLINE DRJAI
6.30
1 3.30 12" HP
S-14
15" ADS INLINE D
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Project No.:
16-01-0006
Designed: Drawn:
J.E.W. D.C.G.
Checked: 0. C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1"=30'
Sheet v
1! mill
NOTES:
1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND.
2. CONTRACTOR SHALL NOT SCALE PLAN BUT SHALL REFER TO SITE PLAN
FOR ALL LINE DIMENSIONS.
3. ROADWAY UNDERDRAIN SHOWN HEREON IS BASED ON THE PROJECT GEOTECHNICAL
ENGINEERS
UNDERDRAIN ANALYSIS. FINAL DETERMINATION OF LIMITS OF UNDERDRAIN
MAY BE ADJUSTED
BASED ON TEST HOLE OBSERVATIONS DURING ROADWAY CONSTRUCTIO1'4.
4. ALL PIPE LENGTHS SHOWN HEREON ARE APPROXIMATE AND ARE TAKEN
CENTER OF GRATE/RING AND COVER TO THE BACK OF THE MITERED E;ND
FROM THE APPROXIMATE
SECTIONS.
5. REFER TO THIS SHEET FOR DRAINAGE STRUCTURE TABLE.
6. HANDICAP SPACE AND ACCESSIBLE ISLE SLOPE SHALL NOT EXCEED 2.O%
IN ANY DIRECTION.
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16-01-0006
Designed: Drawn:
J.E.W. D.C.G.
Checked: 0. C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1"=30'
Sheet v
1! mill
EXISTING CHURCH
i
STORMWATER
`'
MANAGEMENT FACILITY � �
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(NORTHPON0l
- �
EXISTING OVERFLOW
STRUCTURE
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SET NAG NAL IN
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V.D. 1988 DATUM
rTSANITARY MANHOLE
� TOP EL = 8.88 �
• ; .'...�....�,.." �}
2C'
SOUTH INV. = 0.73
NEST INV. = 0.72
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LL1 4
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i
Project No.:
16-01-0006
Designed: Drawn:
J.E.W. D.C.G.
Checked: 0. C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1"=30'
Sheet v
E
7ITARY MAN'
P EL = 6.88
SOUTH INV.- 0.73
WEST INV- 0.72
WATER OVER
EX. SANITARY II
(6" MIN. CLEAR) '_. SII
(30" MIN. COVER)
u
STORM MAN LE
TOP EL = .82 II
EAST INV. -2 7 i II
CONNECT TO EXISTING 6" WATER MAIN VIA 6" TAPPING SLEEVE AND
6" TAPPING VALVE (COORDINATE CONNECTION WITH U111LITY PROVIDER.
CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR EXISTING
UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND ELEVATION it
OF ALL UTILITIES PRIOR TOI CONSTRUCTION) BACKFLOW/
ERVEN
S ORM ANHOLE ! m"is
SW4H
P = B.3
1-6" INSERTA VALVE ....,......k" II i
I
1-6" PLUG (SEE DETAIL, SHEET 10E) 4 °I
�j (CONTRACTOR SHALL USE INSERTA �I;
VALVE.-TO,-AVaD..,.I�OSS OF UTILITY `>< �li s
DURING CONSTRUCTION, COORDMIA a ,_
.........._... ,,,_...._.... ............... II '
WITH, UTILITY PROVIDE n
. II
12
u
\6" D 18 WATE'R`MAIN II
IVC R u
TO BE LOCATED 5.0 INSIO II
I
I
PROJECT COUNDARY\ I
u
_..... -................. . .
I ., ..�_ WA Inl
TER •VER ;STORM
)ON (6' MIN. CLEAR) �\ I
I "4 •-------30IN COVER)
� R
z........ ........ ..,,..,,......._-�
\ , w.... ,,,_ ............................ - � 6"
----------------------------------------------- \ R EXISTING WATER 1` u
�\ G ND
BETWEEN PROPOSED II
INSERT ALVES AND PLUGS u;
ALL WA,TE IN JOINTS ON F n
e 6 WATER IN BETWEEN w......�1.......
_._
TAPS SHALL BE STRAINED
i -PROPOSED WATER MAIN -
..._TO 'Bl` 30" BELOW
n
......._..........RE•TA•IN6NG WALL A-N�0 90 BEND UP TO PASS
OVER EXISTING SANITARY SEWER u
•
_s 2-6" 90' BENDS
11
6' MIN. HORIZONTAL SEPARATION BETWEEN °I
WATER MAIN AND SANIT "P INLET
1-6" INSERTA VALVE IN I
INV. NW - 2
1-6" PLUG (SEE DETAIL, SHEET 10E)
SANITARY MANHOLE TT�ORM 8N OLE CONTRACTOR SH L
TOP - 9.53
FULL OF WATER
INV. S.-3.43TO AVOID LU 5 OF UTILITY DURING - --- _-
INV. W. - 4.36 �, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - pp _ 8' PVC PIPE
- - - - - - - - - - - - - - - - - O = -
B'
PVC-PIFE 8 PVC PIPE ., ..,., .� .... ......... ,
_,.,...,.,.. _.................... ..........._ ..........,, ;, .,....,,,.,,. ...... ......,.,,,,... ...,.......,,.,,,,.,,.,,...,.......... .... .....,...,...__,_„_.......,,.,,.............. ..,.
` I W CONNECT TO EXISTING 6" WATER MAIN VIA 6" TAPPING SLEEVE AND
6" TAPPING VALVE (COORDINATE CONNECTION WITH UTILITY PROVIDER. """'"" '""'
I� ? CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR EXISTING
UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND ELEVATION SANITARY HOE
OF ALL UTILITIES PRIOR TO CONSTRUCTION M'.. R-,31=6.17
IN. W.=1.43
WATER OVER MAW-
IT
ARK EAST MI OF TARY MANHOLE
} EX. SANITARY ELEVATION. 17 M.A.V.D. 1988 DATUM
(6" MIN. CLEAR) 56 L.F. N-
(30" MIN. COVER) 8" PVC (SDR35)
CORE AND CONNECT TO EXISTING SANITARY OS = 0.40%
F MANHOLE PROPOSED INV. EL = 1.45
(CONTRACTOR SHALL VERIFY SIZE AND MANHOLE #4, TYPE "-
LOCATION OF EXISTING INVERTS PRIOR TO PRIVATE
SHOP DRAWING SUBMITTAL AND NOTIFY STA. 12+60, 6.0' L
ENGINEER OF ANY DISCREPANCIES) TOP EL. = 7.19
INV. IN EL = 2.52 N
INV. INEL. =1.78S
INV. OUT EL. = 1.68 W
22.5' BEND k
i\
1-4"
NOTES:
1.
REFER TO SHEET hU
\
BUILDING 1
rn
CONTRACTOR SHA
F.F. EL
IFY ALL UTILITY CROSSINGS ON RECORD DRAWINGS. (INVERTS, LOCATIONS,
\
= 8.15
F
PE, AND GROUND ELEVATION)
\ 1-2"
ALL
F
\ VA L
\
IN
STORM SEWER ORI
POLYMER
OX
" PVC (SDR -35)
\
\
0
SANITARY
LATERAL AT S=
ELEVATION OF ALL UTILITIES PRIOR TO CONSTRUCTION)
1.0056,I . (Co.
\ �....
4.
INV. 3.0' MIN.
\
INTAIN 3.0' MIN. HORIZONTAL SEPARATION BETWEEN WATER MAIN. STORM,
ELOW PROPOSED
Fj
GRADE)
BETWEEN WATER M
I
ND FORCE MAIN OR GRAVITY SANITARY SEWER MAINS AND MANHOLES.
5.
1 -TEMPORARY
1 i oCP+UG
HAVE A CAST IRON BOX AND SHALL BE LOCATED OUTSIDE OF PAVED
BACTERIOLOGIC
AREAS, CURBS AN
SAMPLING POIN
? ':
GENERALLY, PLAN!"
#2
TS DEPICT HORIZONTAL BENDS ONLY; CONTRACTOR SHALL CONSTRUCT
EXI NG 6i,
VERTICAL BENDS
y
R MAIN 9BB DAT"
11 � 1 'F
1 1
QUIRED FOR VERTICAL CROSSINGS AND COST FOR VERTICAL BENDS SHALL
SADDLE W/
i
E
CORP STOP``
7.
PRIOR TO CONS TR
C
N, CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES (LOCATION AND
68 LF. -
ERCISE CAUTION WHEN WORKING NEAR ALL EXISTING UTILITIES AND
8" PVC (SDR35)
SHALL NOTIFY PR
E
0 S = 0.40%
8.
ALL FIRE HYDRANi
SANITARY MANHOLE TT�ORM 8N OLE CONTRACTOR SH L
TOP - 9.53
FULL OF WATER
INV. S.-3.43TO AVOID LU 5 OF UTILITY DURING - --- _-
INV. W. - 4.36 �, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - pp _ 8' PVC PIPE
- - - - - - - - - - - - - - - - - O = -
B'
PVC-PIFE 8 PVC PIPE ., ..,., .� .... ......... ,
_,.,...,.,.. _.................... ..........._ ..........,, ;, .,....,,,.,,. ...... ......,.,,,,... ...,.......,,.,,,,.,,.,,...,.......... .... .....,...,...__,_„_.......,,.,,.............. ..,.
` I W CONNECT TO EXISTING 6" WATER MAIN VIA 6" TAPPING SLEEVE AND
6" TAPPING VALVE (COORDINATE CONNECTION WITH UTILITY PROVIDER. """'"" '""'
I� ? CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR EXISTING
UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND ELEVATION SANITARY HOE
OF ALL UTILITIES PRIOR TO CONSTRUCTION M'.. R-,31=6.17
IN. W.=1.43
WATER OVER MAW-
IT
ARK EAST MI OF TARY MANHOLE
} EX. SANITARY ELEVATION. 17 M.A.V.D. 1988 DATUM
(6" MIN. CLEAR) 56 L.F. N-
(30" MIN. COVER) 8" PVC (SDR35)
CORE AND CONNECT TO EXISTING SANITARY OS = 0.40%
F MANHOLE PROPOSED INV. EL = 1.45
(CONTRACTOR SHALL VERIFY SIZE AND MANHOLE #4, TYPE "-
LOCATION OF EXISTING INVERTS PRIOR TO PRIVATE
SHOP DRAWING SUBMITTAL AND NOTIFY STA. 12+60, 6.0' L
ENGINEER OF ANY DISCREPANCIES) TOP EL. = 7.19
INV. IN EL = 2.52 N
INV. INEL. =1.78S
INV. OUT EL. = 1.68 W
11]
22.5' BEND k
i\
1-4"
NOTES:
1.
REFER TO SHEET hU
10 NAL IN
R 2 FOR GENERAL NOTES AND LEGEND.
2.
CONTRACTOR SHA
1 60 90' BEND
IFY ALL UTILITY CROSSINGS ON RECORD DRAWINGS. (INVERTS, LOCATIONS,
SEPARATION, TOP
F
PE, AND GROUND ELEVATION)
3.
CONTRACTOR SHA
F
INTAIN 6" MIN. VERTICAL SEPARATION WHEN WATER MAIN IS ABOVE
-PR
EXIS
STORM SEWER ORI
IR
TY SANITARY SEWER AND MAINTAIN 12' MIN. VERTICAL SEPARATION WHEN
WATER MAIN IS B
0
TORM SEWER OR GRAVITY SANITARY SEWER. CONTRACTOR SHALL VERIFY
ELEVATION OF ALL UTILITIES PRIOR TO CONSTRUCTION)
CROSSINGS ON R
0
DRAWINGS (SEE NOTE 2).
4.
CONTRACTOR SHA
1-4" TEE }
INTAIN 3.0' MIN. HORIZONTAL SEPARATION BETWEEN WATER MAIN. STORM,
SEWER PIPE AND
TURES. CONTRACTOR SHALL MAINTAIN 6' MIN. HORIZONTAL SEPARATION
BETWEEN WATER M
I
ND FORCE MAIN OR GRAVITY SANITARY SEWER MAINS AND MANHOLES.
5.
ALL GATE VALVES
1 i oCP+UG
HAVE A CAST IRON BOX AND SHALL BE LOCATED OUTSIDE OF PAVED
AREAS, CURBS AN
EWALKS EXCEPT AS NOTED.
6.
GENERALLY, PLAN!"
0
TS DEPICT HORIZONTAL BENDS ONLY; CONTRACTOR SHALL CONSTRUCT
EXI NG 6i,
VERTICAL BENDS
y
R MAIN 9BB DAT"
11 � 1 'F
1 1
QUIRED FOR VERTICAL CROSSINGS AND COST FOR VERTICAL BENDS SHALL
BE INCLUDED IN
E
D PRICE.
7.
PRIOR TO CONS TR
C
N, CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES (LOCATION AND
INVERTS) AND SH
ERCISE CAUTION WHEN WORKING NEAR ALL EXISTING UTILITIES AND
SHALL NOTIFY PR
E
ENGINEER IMMEDIATELY IF THERE ARE DISCREPANCIES OR CONFLICTS.
8.
ALL FIRE HYDRANi
D
EMBLIES SHALL INCLUDE A 1-6" GATE VALVE W/ CAST IRON BOX AND
FIRE HYDRANT. (0
E
AILS)
9.
FIRE HYDRANTS S
A
BE LOCATED 3.0' TO 10.0' OFF OF BACK OF CURB.
10.
ALL MANHOLE IN
LEVATIONS ARE AT CENTERLINE OF MANHOLE.
11.
MECHANICAL PIPE;'
AINTS SHALL BE USED IN ACCORDANCE WITH TABLE ON SHEET 10E.
12.
ALL SANITARY S
ERVICE LATERALS STUB OUT TO BUILDINGS SHALL TERMINATE WITH INVERT
ELEVATION OF 4.2
'
BELOW FINISH FLOOR.
13.
ALL WATER SERVI
B OUTS TO BUILDINGS SHALL BE TERMINATED WITH A PLUG FOR
CONNECTION BYI
G CONTRACTOR.
11]
1-2" BALL
VALVE IN
POLYMER BOX
6" SANITARY SEWER--'----
SERVICE
EWERSERVICE (TYP.)
SANITARY OVER STORM -
(15" MIN. CLEAR)
(36" MIN. COVER)
265 LF. N
8" PVC (SDR35)
0 S = 0.40%
1-2" BALL
VALVE IN
POLYMER BOX
1" POLYPIPE
WATER SERVICE
t
1-1" STUB FOR HOSE---
BIB
OSEBIB CONNECTION AT_`,,__;
DUMPSTER AREA
1-2" r'
,DDLE W/
)RP STOP
F.F. EL.
= 8.15
SANITARY OVER STORM {--�
(6" MIN. CLEAR)
(36" MIN. COVER)
MANHOLE #2, TYPE "A"
PRIVATE
STA. 10+92, 5.00' L
TOP EL=7.01
INV. IN = 3.32 (6") S
IN4,G„Ibk,EL = 2.94 E
INV.WW-1E = 2.84 N
ELEVATION - 7.69
N.A.V.D. 1888 DATUM
DROP INLET
GRATE EL. - 8.83
SOUTH INV. - 3.13
al I
�I I
�I I
�I I
F.F. EL.
- 8.20
MANHOLE
5.26
L 1-6"x4" TEE
1-4" 90" BEND
1-4" GATE VAL
1-2" METER (TO%tB$kl TALLIED
BY COAG)
2-4"x2" REDUCERS
;1 -TEMPORARY BACTERIO`OGICAL
i
`SAMPLING POINT #3
p "k 1-� 6" DOUBLE CHECK L'
\
DETECTOR ASSEMBLY
1-4' 45' BEND
1-6" 45' BEND
1-20 SADDLE W/ CORP STOP
3
1-4' 22.5' BEND
:k 1-6" 22.5' BEND
MANHOLE #3, TYPE "A"
PRIVATE
i STA. 13+25, 5.0WIG11-
i, TOP EL = 6.83
t NV. IN = 2.97 (6") N
V. IN = 2.97 (6") N
t INV. OUT EL = 2.80 S
:F 1" POLY PIPE WATER
SERVICE TO RESTROOM
WEST INV. -1.16
;i ,1g coN�
DROP INLET
Z F \ GRATE EL = 3_9
'.. SOUTH INV. = 0.95
1-6'
22.5' BEND k
i\
1-4"
22.5' BEND }
\\\\
10 NAL IN
TE CURB
ION - 4.82
1 60 90' BEND
ii
:iF
1 -TEMPORARY BACTERIOLOGICAL
s = SAMPLING POINT #1
C `ti
F
CONNECT TO EXISTING 8" WATER MAIN VIA 8"x6" TAPPING SLEEVE
-PR
EXIS
N
LOCATION OF :i ,{ �a ', AND 6- TAPPING VALVE (COORDINATE CONNECTION WITH UTILITY
"WATER MAIN PROVIDER. CONTRACTOR SHALL USE CAUTION WHEN WORKING NEAR
;
"\ EXISTING UTILITIES AND SHALL FIELD VERIFY SIZE, LOCATION AND
}
ELEVATION OF ALL UTILITIES PRIOR TO CONSTRUCTION)
= 8.25
1-4" TEE }
IM ;
1 i oCP+UG
APPROXI TE
0
BENCH MARM:
T10N OF CO �E a ER
EXI NG 6i,
y
R MAIN 9BB DAT"
11 � 1 'F
1 1
z J
`
NH
TOP E3-26
MATCHLINE SEE
1-6" 90' B'
D
i
1-2" BALL
VALVE IN
POLYMER BOX
6" SANITARY SEWER--'----
SERVICE
EWERSERVICE (TYP.)
SANITARY OVER STORM -
(15" MIN. CLEAR)
(36" MIN. COVER)
265 LF. N
8" PVC (SDR35)
0 S = 0.40%
1-2" BALL
VALVE IN
POLYMER BOX
1" POLYPIPE
WATER SERVICE
t
1-1" STUB FOR HOSE---
BIB
OSEBIB CONNECTION AT_`,,__;
DUMPSTER AREA
1-2" r'
,DDLE W/
)RP STOP
F.F. EL.
= 8.15
SANITARY OVER STORM {--�
(6" MIN. CLEAR)
(36" MIN. COVER)
MANHOLE #2, TYPE "A"
PRIVATE
STA. 10+92, 5.00' L
TOP EL=7.01
INV. IN = 3.32 (6") S
IN4,G„Ibk,EL = 2.94 E
INV.WW-1E = 2.84 N
ELEVATION - 7.69
N.A.V.D. 1888 DATUM
DROP INLET
GRATE EL. - 8.83
SOUTH INV. - 3.13
al I
�I I
�I I
�I I
F.F. EL.
- 8.20
MANHOLE
5.26
L 1-6"x4" TEE
1-4" 90" BEND
1-4" GATE VAL
1-2" METER (TO%tB$kl TALLIED
BY COAG)
2-4"x2" REDUCERS
;1 -TEMPORARY BACTERIO`OGICAL
i
`SAMPLING POINT #3
p "k 1-� 6" DOUBLE CHECK L'
\
DETECTOR ASSEMBLY
1-4' 45' BEND
1-6" 45' BEND
1-20 SADDLE W/ CORP STOP
3
1-4' 22.5' BEND
:k 1-6" 22.5' BEND
MANHOLE #3, TYPE "A"
PRIVATE
i STA. 13+25, 5.0WIG11-
i, TOP EL = 6.83
t NV. IN = 2.97 (6") N
V. IN = 2.97 (6") N
t INV. OUT EL = 2.80 S
:F 1" POLY PIPE WATER
SERVICE TO RESTROOM
WEST INV. -1.16
;i ,1g coN�
DROP INLET
Z F \ GRATE EL = 3_9
'.. SOUTH INV. = 0.95
1-6'
22.5' BEND k
i\
1-4"
22.5' BEND }
\\\\
10 NAL IN
TE CURB
ION - 4.82
'•�
ii
:iF
WATER SERVIC
C `ti
F
OVER FIRE MAI t
;
(6„ A
;
36" MIN. COVE
}
F.F. EL i
= 8.25
1-4" TEE }
1-4" GATE VA VE ��
6" PVC DR18
FIRE MAIN
SANITARY OVER STORM
(6" MIN. CLEAR)
(36" MIN. COVER)
4" PVC DR18
WATER SERVICE
C°)
F7
�\ g pCP+UG
6" PVC
Y LATERA
AT S= 1.00% TYP.
(CO. INV. 3.0MIN. i
�. BELOW PROPOSED
GRADE)
ATLANTIC j w P
11'
1- 6" FIRE HYDRANT
ASSEMBLY
I
RISER
DROP INLET
ATE
EL - 8.42
SOUTH INV. = 3.24
oCP+UG
MANHOLE #1. t,*PE "A"
PRIVATE zj
STA. 10+40, 5.0' L
TOP EL=7.19`;1
INV. IN EL = 3.�2 (6") SE
INV. OUT EL = 15 W
FIBER OPTIC
O CABLE RISER
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0-
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Wp � z
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U
Project No.:
16-01-0006
Designed: Drawn:
J.E.W. D.C.G.
Checked: O.C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1"=30'
Sheet 7
iR
\\\\
10 NAL IN
TE CURB
ION - 4.82
1968 DATUM
�,,..,,�._.�......-
I
RISER
DROP INLET
ATE
EL - 8.42
SOUTH INV. = 3.24
oCP+UG
MANHOLE #1. t,*PE "A"
PRIVATE zj
STA. 10+40, 5.0' L
TOP EL=7.19`;1
INV. IN EL = 3.�2 (6") SE
INV. OUT EL = 15 W
FIBER OPTIC
O CABLE RISER
0
co
• �
V � N�UE0
V M O
IIIIIIIIIIIIIIIIIIIII�
V O
v0
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0 -,
� UMC
O\0
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N �J
z0 H
•% 0 w
OCID LLJ
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VoW z
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J M E 0
... 0 z
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Z < 0 C) U
Wp � z
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11
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CL
N w
JCD
�C14 v
>'`° o, z
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zw o
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Project No.:
16-01-0006
Designed: Drawn:
J.E.W. D.C.G.
Checked: O.C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1"=30'
Sheet 7
E
a
0
L?
c0
T
0
N
C
0
3
-6
m
(L
VALLEY CURB
N.T.S.
4"R 10" SLOPE TO MATCH
SLOPE OF ADJACENT
00
" PAVEMENT
1-1 6 11 8R
'' " 6ff PAVEMENT SLOPING
'111 , "
6-3/S
0) 1 /2 R
AWAY FROM GUTTER
18ff
MIAMI CURB & GUTTER (HIGH SIDE)
N.T.S.
PAVEMENT SLOPING
1/4- LIP ASPHALT TOWARD GUTTER
ABOVE CURB
4"R � 10"
9ff
�1 /2"R "—T
7"
18"
MIAMI CURB & GUTTER (LOW SIDE)
N.T.S.
�1:3 ANU UUNU TSC CSU I I LN NU I LJ:
ATERIALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST
DOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
ONSTRUCTION.
ONCRETE SHALL BE CLASS 1 CONCRETE WITH A MINIMUM 28
AY COMPRESSIVE STRENGTH OF 3,000 PSI.
'HEN USED ON THE HIGH SIDE OF ROADWAY SECTIONS, THE
ROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE
F THE ADJACENT PAVEMENT. WHERE THIS CONDITION IS
NCOUNTERED, THE FRONT FACE VERTICAL DIMENSION SHALL
EMAIN AS SHOWN FOR NORMAL SECTIONS SHOWN HEREON.
1.5" TYPE S-3 ASPHALTIC
CONCRETE SURFACE COURSE
L 6" LIMEROCK BASE LBR 100, COMPACTED
TO A MINIMUM 98% OF THE MODIFIED
PROCTOR MAXIMUM DRY DENSITY
(A.A.S.H.T.O. T-180). PRIMED ENTIRE WIDTH
12" STABILIZED SUBGRADE MINIMUM LBR 40,
MAXIMUM PLASTIC INDEX OF 6, COMPACTED TO
MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR
MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180).
NOTES:
1. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED.
2.SOIL ANALYSIS MAY INDICATE THE NEED FOR THICKER
BASE COURSES THAN THOSE HEREIN. THE PAVEMENT
THICKNESS SHOWN HEREIN ARE NOT INTENDED TO BE
ABSOLUTE, BUT ARE PRELIMINARY CRITERIA AND MAY BE
MODIFIED TO ACCOMMODATE THE BEARING CAPACITY OF
VARIOUS SUBGRADES.
3.ALL ASPHALTIC CONCRETE SHALL MEET THE
REQUIREMENTS OF SECTION 331 AND/OR 333, FDOT
STANDARD SPECIFICATIONS, LATEST EDITION.
TYPICAL PAVEMENT SECTION
N.T.S.
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V
EDGE OF' DETECTABLE
WARNING
1 R" Lim
O O O O
EDGE OF DETECTABLE NOTE: USE ADA PAVERS OR
WARNING APPROVED EQUIVALENT
BASE -TO BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES.
PLAN VIEW
DOME PATTERNS SHALL
BE IN-LINE WITH THE
DIRECTION OF TRAVEL.
TRUNCATED DOME
(SEE DETAIL)
0.9" MIN. 0.2"±0.02"
1.4" MAX.
INTEGRAL
DOME
_T TRUNCATED DOME
ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING
SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND
IN THE DIRECTION OF TRAVEL 24" FROM THE BACK OF CURB
CURB RAMP DETECTABLE WARNING_
N.T.S.
n
4"
4"�_\ \--8" COMPACTED SUBGRADE UNDER SIDEWALK
95% MAX. DENSITY (A.A.S.H.T.O. T-180)
--TURN DOWN AS REQUIRED TO KEEP
"A" = 3" MIN. BELOW ADJACENT GRADE
AT GRADE
NOTES:
1. CONSTRUCT STRAIGHT JOINTS WITH FACE PERPENDICULAR TO
SURFACE OF CONCRETE. TRAVERSE JOINTS SHALL BE AT RIGHT
ANGLES TO CENTERLINE UNLESS OTHERWISE INDICATED ON PLANS.
2.PROVIDE EXPANSION JOINTS AT 100' INTERVAL MAXIMUM SPACING
ON CENTER.
3.PROVIDE EXPANSION JOINTS FILLER FOR JOINTS ABUTTING CURBS,
CATCH BASINS, MANHOLES, INLETS STRUCTURES, WALKS AND 01 -HER
FIXED OBJECTS UNLESS OTHERWISE INDICATED ON PLANS.
4.EXTEND JOINTS FILLER FULL WIDTH AND DEPTH OF JOINT, AND
BELOW FINISHED SURFACE. PLACE SEALANT OVER JOINT FILLER
PER MANUFACTURERS RECOMMENDATIONS.
5.USE PREMOLDED ASPHALT -IMPREGNATED FIBERBOARD, 1/2" THICK
CONFORMING TO ASTM D1751.
6.CONTRACTION JOINT SHALL BE SAW CUT (1/" WIDE BY 1" DEEP).
7.FINISHED SURFACE FOR CONCRETE SIDEWALK SHALL BE GRAY
CONCRETE WITH LIGHT BROOM FINISH PERPENDICULAR TO LINE OF
TRAFFIC.
&PROVIDE CRACK CONTROL JOINTS OO(SAME AS WIDTH) O.C.
9.PROVIDE 16" STRIP SOD ADJACENT TO ALL EDGES OF SIDEWALK;
CURB AND PAVEMENT AREAS.
10. CONCRETE COMPRESSION STRENGTH 3000 P.S.I. O 28 DAYS
11. SIDEWALK TO BE CONSTRUCTED WITH SLOPES COMPLYING TO
WITH LATEST ADA CODE AND FDOT INDEX 304. SIDEWALK MAX
LINEAR SLOPE OF 5.0% AND MAX CROSS SLOPE OF 2.0%
CONCRETE WALK
N.T.S.
0
in
1 R -T CONCRETE
VALVE. JACKET N
ZINV. ELEV. ON PLANS
GIVEN AT THIS POINT
CLEANOUT DETAIL
N.T.S.
FILTER F
FLOW
WIRE OR NETTING
POST DRIVEN INTO
GROUND 18" MIN.
GRADE
U
SECTION
ENVIROFENCE 10OX WITH SED. FILTER
FABRIC, NETTING & FENCE
"x4" TRENCH
ELEVA11ON
SILT FENCE DETAIL
N.T.S.
4'-4"
3'-4" �-- 5 3/4 5 3/4"
r
'd-
iv GRATE
#4 ® 12"
(- �......01O.C. E. W.
rr- 8" 8"
GROUT, OR
"RAM-NEK"
JOINTS WHERE
> REQUIRED
41-4"
00
Q
---1 1-2-1/4"
3'-0"
9
CONST. JOINT
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D.C.G.
Checked:
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NOVEMBER
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0
0
rrPIPE ROTATED
FOR CLARITY
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0
PLAN VIEW #4 BARS CSD 6" O.C.
MINIMUM BEARINGS CAPACITY 2,000 PSF
SECTION VIEW
STORM SEWER TYPE "E" INLET
N.T.S.
NOTES:
THESE NOTES APPLY TO ALL INLETS NOT IN
PAVEMENT AREA.
1. CONCRETE DESIGN STRENGTH 4,000 PSI
2.ALL GRATES TO BE TRAFFIC BEARING GRATE
3.CONTRACTOR SHALL PLACE A 10' WIDE SOD
COLLAR AROUND INLETS (NOT IN PAVEMENT).
COVER
PLAN
PRECAST IN ACCORDANCE \
WITH LATEST EDITIONS
OF ASTM C 478
N
GROUT
PIPE MUST
Q
NOT BE IN =
9
CONST. JOINT
w
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Checked:
\
MIN.
BEARING CAP
2000 P.S.F.
■
RICK
2- #8 @ 6" O.C.
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Checked:
\
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Date:
NOVEMBER
12, 2015
4
co
0
0
0
0
0
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a
2" CLEAR
MANHOLE COVER AND FRAME
PER CITY OF JAX. STD.
�— BRICK
/�- GROUT, "RAMNEK" OR
"O" RING JOINTS
WHERE REQ'D.
MINIMUM WALL THICKNESS SHALL
BE ONE TWELFTH OF THE DIAM.
OF THE RISER, WITH A MINIMUM
WALL THICKNESS OF 5".
PIPES SHALL BE FLUSH
WITH INSIDE WALL.
NOTE: FOR ADDITIONAL STRUCTURAL DETAILS REFER TO PLATE D-110
STORM SEWER J-1 MANHOLE
Lr
I
N.T.S.
0
16-01-0006
Designed:
Drawn:
J.E.W.
D.C.G.
Checked:
\
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R.C.W.
Date:
NOVEMBER
12, 2015
M
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SLOT OPENINGS SHALL
NOT BE IN WALLS
WITH GRATE SEAT
X" RCP
NOTE: CONC. DESIGN
STRENGTH
4000 P.S.I.
8" 2'-0" 8"
2 1/4" 5 3/4"
5 3/4" 2 1/4" ALL EXPOSED CORNERS
AND EDGES TO QE
CHAMFERED 3/4
EYE f'
BOLTS 2
2"x2"x1 4" ANGLE
IRON GRATE SEAT
(SEE PLATE D-209)
If)
3" 8ff
GROUT, OR "RAM-NEK"
JOINTS WHEN REQUIRED
1/2"/FT. PIPE ROTATED FOR CLARITY
PIPE MUST NOT BE IN
CONSTRUCTION JOINT
PIPES SHALL BE FLUSH
WITH INSIDE WALL
�\ .•'°
MINIMUM BEARING CAPACITY 2000 PSF
MODIFIED TYPE "C" INLET
N.T.S.
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Project No.:
16-01-0006
Designed:
Drawn:
J.E.W.
D.C.G.
Checked:
O.C.:
T.B.W.
R.C.W.
Date:
NOVEMBER
12, 2015
Scale:
Sheet v,
E
8" PORTLAND CEMENT CONCRETE AT 3500 PSI,
W/ 6x6 / 10x10 W.W.F.
(FDOT STD. SPEC. 346 & 350)
EXIST. GRADE
- I SLOPE
SEE PLAN
f
12" STABILIZEDSUBGRADE FDOT
STD. SPEC. 160, TYPE B
(MIN LBR 40)
EXPANSION & CONTRACTIONS NOTES
1. PROVIDE 1/2" PREMOLDED EXPANSION JOINTS AT 30' MAX. SPACING
2. PROVIDE STAY -IN-PLACE KEY CONTRACTION JOINT OR APPROVED
EQUIV. AT CENTERLINE OF ROADWAYS AND AT 15' MAX.
3. SPACING TRANSVERSELY SPACING SHALL BE ADJUSTED TO BLEND
ASTHETICALLY WITH PAVING FINISH AS APPROVED BY OWNER.
HEAVY DUTY CONCRETE PAVEMENT DETAIL
N.T.S.
-A- 6'
5'
SIGN NO. FTP -21-06
FTP -22-06
6
TYPICAL HANDICAP PARKING SPACES
N.T.S.
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ASPHALT
,,,-COURSE AGGREGATE SHALL BE GRAVEL OR
STONE MEETING THE REQUIREMENTS OF FDOT
SECTION 901-2 OR 901-3 RESPECTIVELY.
THE GRADUATION SHALL MEET SECTION
901-1.4 GRADES 4, 467, 56, OR 57 STONE.
-FILTER FABRIC SHALL BE "MARAFI US 160 NW
OR 140s" OR APPROVED EQUAL AND SHALL
BE WRAPPED OVER THE TOP OF THE FILTER
MEDIA, DOWN THE SIDES AND ACROSS THE
BOTTOM TO COMPLETELY ENCASE IT.
-6" PERFORATED PIPE SHALL MEET AASHTO
M252 FOR CORRUGATED POLYETHYLENE
SMOOTH INTERIOR PIPE OR ASTM F758 FOR
POLYVINYL CHLORIDE PIPE AND ASTM C508
FOR PERFORATION REQUIREMENTS.
UNDISTURBED SOIL
N OTES:
1. PIPE USED FOR SUB SOIL DRAINS SHALL MEET AASHTO M177-721 SPECIFICATIONS FOR
BITUMINOUS FIBER PIPE, AASHTO M 198 FOR ASBESTOS CEMENT PIPE, AASHTO M 198 FOR
ALUMINUM PIPE, ASTM C444 FOR CONCRETE PIPE OR ASTM D 3033 FOR
POLYVINYL -CHLORIDE PIPE.
2.CONTRACTOR SHALL PROVIDE MINIMUM 20' STUBOUTS ON EACH SIDE OF ALL DRAINAGE
INLETS. STUBOUT LENGTHS IN EXCESS OF 20' MINIMUM SHALL BE AS SHOWN ON PAVING
AND DRAINAGE SHEETS.
3.MINIMUM PIPE SLOPE OF 0.50%
4.CONTRACTOR SHALL PROVIDE CLEAN OUTS AT EVERY 100 O.C. AND AT END OF PIPE.
ROADWAY UNDERDRAIN DETAIL
N.T.S.
12"
4 LB/FT "U"
1" CHANNEL
(GALVANIZED)
oa�a
00 PARKING BY
DISABLED -boM 1-13/16"
PERMIT 1-1/16"
ONLY
NUT & LOCK
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3-1/2"
�$250. FINE
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SIGN DETAIL �o,�.�� ,:y WASHERY. 5/16p'
o MACHINE
~ CONC. SIGN SCREW OR
BOLT
if
MOUNTING DETAIL
POST
HANDICAPPED SIGN & POST DETAILS
N.T.S.
NOTES:
1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND
WITH REFLECTIVE WHITE SYMBOL AND BORDER.
2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.
3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND
WITH REFLECTIVE WHITE LEGEND AND BORDER.
CROWN TRENCH IN
UNIMPROVED AREAS
(3" MINIMUM)
TRENCH WIDTH VARIES
I W/ SIZE OF PIPE I
COMMON FILL
FINISHED
GRADE
_ J_
SIDE SLOPES PER -III=) SEEV-ill=
W
Y
TRENCH SAFETY ACT - NOTE 3 <
AND OSHA REGULATIONS =1 I �_� -) � - _(TYPICAL BOTH SIDES) PIPEz
O.D.
12" (MIN.) I = = I _I '
-III-III : I I -III-
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CAREFULLY COMPACTED _= I I=I --_- -I -_
SELECTED BACKFILL FREE
OF ORGANIC MATERIAL -I I -I I-III=I II-III=III-I
UNDISTURBED EARTH
(SEE NOTE 2)
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NOTES:
1. TRENCH AND PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% MAX DENSITY (AASHTO T-180).
2.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY,
3.15" MAX FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX FOR PIPE DIAMETER 24" AND LARGER.
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.
6.REFER TO MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS.
7.17INAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS
OF GOVERNING AGENCIES SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH
REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.
TYPE 'B' BEDDING & TRENCH DETAIL
N.T.S.
CROWN TRENCH IN
UNIMPROVED AREAS
(3" MINIMUM)
-� I,;Ilillll
SIDE SLOPES PER--}�
TRENCH SAFETY ACT �I
AND OSHA REGULATIONS
(TYPICAL BOTH SIDES)
if
12" (MIN.)
CAREFULLY COMPACTED
SELECTED BACKFILL FREE
OF ORGANIC MATERIAL i
PIPE BEDDING -I
(SEE NOTE 8) - III=
BEDDING
TRENCH WIDTH VARIES
I W/ SIZE OF PIPE I
COMMON FILL
SEE
NOTE 3
FINISHED
GRADE
J
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UNDISTURBED EARTH
(SEE NOTE 2)
NOTES:
1. TRENCH AND PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% MAX DENSITY (AASHTO T-180).
2.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY.
3.15" MAX FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX FOR PIPE DIAMETER 24" AND LARGER.
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.
5.REFER TO MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS.
7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS
OF GOVERNING AGENCIES SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH
REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.
&DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE
PIPE. THE COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO
REACH SUITABLE FOUNDATION.
TYPE 'A' BEDDING & TRENCH DETAIL
N.T.S.
• CUrV'
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1.
CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8".
2.
THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12
3.
SEE GRADING PLAN FOR ELEVATIONS.
4.
ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED
WHITE. H.C. SYMBOL SHALL BE 5' HIGH.
5.
DIMENSION ARE TO THE CENTERLINE OF MARKINGS.
6.
BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH
O E
SHADE 15180 OF FEDERAL STANDARDS 595A.
7.
THE FTP -22-06 PANAL SHALL BE MOUNTED BELOW THE
Lrl
FTP -21-06 SIGN.
ZIo
CID NAL
TYPICAL HANDICAP PARKING SPACES
N.T.S.
q
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0
W
W
Cn
ASPHALT
,,,-COURSE AGGREGATE SHALL BE GRAVEL OR
STONE MEETING THE REQUIREMENTS OF FDOT
SECTION 901-2 OR 901-3 RESPECTIVELY.
THE GRADUATION SHALL MEET SECTION
901-1.4 GRADES 4, 467, 56, OR 57 STONE.
-FILTER FABRIC SHALL BE "MARAFI US 160 NW
OR 140s" OR APPROVED EQUAL AND SHALL
BE WRAPPED OVER THE TOP OF THE FILTER
MEDIA, DOWN THE SIDES AND ACROSS THE
BOTTOM TO COMPLETELY ENCASE IT.
-6" PERFORATED PIPE SHALL MEET AASHTO
M252 FOR CORRUGATED POLYETHYLENE
SMOOTH INTERIOR PIPE OR ASTM F758 FOR
POLYVINYL CHLORIDE PIPE AND ASTM C508
FOR PERFORATION REQUIREMENTS.
UNDISTURBED SOIL
N OTES:
1. PIPE USED FOR SUB SOIL DRAINS SHALL MEET AASHTO M177-721 SPECIFICATIONS FOR
BITUMINOUS FIBER PIPE, AASHTO M 198 FOR ASBESTOS CEMENT PIPE, AASHTO M 198 FOR
ALUMINUM PIPE, ASTM C444 FOR CONCRETE PIPE OR ASTM D 3033 FOR
POLYVINYL -CHLORIDE PIPE.
2.CONTRACTOR SHALL PROVIDE MINIMUM 20' STUBOUTS ON EACH SIDE OF ALL DRAINAGE
INLETS. STUBOUT LENGTHS IN EXCESS OF 20' MINIMUM SHALL BE AS SHOWN ON PAVING
AND DRAINAGE SHEETS.
3.MINIMUM PIPE SLOPE OF 0.50%
4.CONTRACTOR SHALL PROVIDE CLEAN OUTS AT EVERY 100 O.C. AND AT END OF PIPE.
ROADWAY UNDERDRAIN DETAIL
N.T.S.
12"
4 LB/FT "U"
1" CHANNEL
(GALVANIZED)
oa�a
00 PARKING BY
DISABLED -boM 1-13/16"
PERMIT 1-1/16"
ONLY
NUT & LOCK
.�
3-1/2"
�$250. FINE
w 1..
o , POST SECTION
SIGN DETAIL �o,�.�� ,:y WASHERY. 5/16p'
o MACHINE
~ CONC. SIGN SCREW OR
BOLT
if
MOUNTING DETAIL
POST
HANDICAPPED SIGN & POST DETAILS
N.T.S.
NOTES:
1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND
WITH REFLECTIVE WHITE SYMBOL AND BORDER.
2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.
3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND
WITH REFLECTIVE WHITE LEGEND AND BORDER.
CROWN TRENCH IN
UNIMPROVED AREAS
(3" MINIMUM)
TRENCH WIDTH VARIES
I W/ SIZE OF PIPE I
COMMON FILL
FINISHED
GRADE
_ J_
SIDE SLOPES PER -III=) SEEV-ill=
W
Y
TRENCH SAFETY ACT - NOTE 3 <
AND OSHA REGULATIONS =1 I �_� -) � - _(TYPICAL BOTH SIDES) PIPEz
O.D.
12" (MIN.) I = = I _I '
-III-III : I I -III-
................................................" III -I
wz
=III : I I=III- a
=1 I I=1 I I Mi I. a w
CAREFULLY COMPACTED _= I I=I --_- -I -_
SELECTED BACKFILL FREE
OF ORGANIC MATERIAL -I I -I I-III=I II-III=III-I
UNDISTURBED EARTH
(SEE NOTE 2)
m
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J
N
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NOTES:
1. TRENCH AND PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% MAX DENSITY (AASHTO T-180).
2.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY,
3.15" MAX FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX FOR PIPE DIAMETER 24" AND LARGER.
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.
6.REFER TO MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS.
7.17INAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS
OF GOVERNING AGENCIES SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH
REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.
TYPE 'B' BEDDING & TRENCH DETAIL
N.T.S.
CROWN TRENCH IN
UNIMPROVED AREAS
(3" MINIMUM)
-� I,;Ilillll
SIDE SLOPES PER--}�
TRENCH SAFETY ACT �I
AND OSHA REGULATIONS
(TYPICAL BOTH SIDES)
if
12" (MIN.)
CAREFULLY COMPACTED
SELECTED BACKFILL FREE
OF ORGANIC MATERIAL i
PIPE BEDDING -I
(SEE NOTE 8) - III=
BEDDING
TRENCH WIDTH VARIES
I W/ SIZE OF PIPE I
COMMON FILL
SEE
NOTE 3
FINISHED
GRADE
J
Li
Y
a
m
U
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W
.1
UNDISTURBED EARTH
(SEE NOTE 2)
NOTES:
1. TRENCH AND PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% MAX DENSITY (AASHTO T-180).
2.USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY.
3.15" MAX FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX FOR PIPE DIAMETER 24" AND LARGER.
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.
5.REFER TO MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS.
7.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS
OF GOVERNING AGENCIES SURFACE RESTORATION WITHIN COUNTY RIGHT-OF-WAY SHALL COMPLY WITH
REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.
&DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE
PIPE. THE COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO
REACH SUITABLE FOUNDATION.
TYPE 'A' BEDDING & TRENCH DETAIL
N.T.S.
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Project No.:
16-01-0006
Designed:
Drawn:
J.E.W.
D.C.G.
Checked:
O.C.:
T.B.W.
R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
8B
Sheet
c
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Cal
CL
E
OF GATE
NOT -m 1m
4a -mmm,)
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DEPTH PER PIPE TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS; TRAFFIC
INVERT ACCORDING TO MANUFACTURER LOADING, & OTHER APPLICABLE DESIGN FACTORS.
PLANSITAKE OFF RECOMMENDATION
— (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
` 4" - 15" FOR CORRUGATED HOPE (ADS N-1Z-HANCOR DUAL WALL,
ADS+RANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWI (EX: SCH 40), PVC C900IC905, CORRUGATED & RIBBED PVC
yf (CORRUGATED HDPE SHOWN)
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THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER J I GRATE CSPTiI LCid1i7 RATING I PART CI�iA,YY�NG �
_
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, % `£ DJ1 BTN tsifET6 H•tS7 1 c?5 t tG� 2u
v J ' STANDARD MEETS 4-20 1WFC 7WI110208
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. ' f `
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BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE �� ; , � " ." 0
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DIRROP IRI DRAT[ 1 LKHTDUP: {St C1€ 7 Kit 110Tl7ia
eGR TES=SOLIDS COVER SHALL BE DUCTILE. IRON PER AS114 AF\M GRADE 7050-05. THIS PRINT DISCLOSES SUB IECT MATTER IN WHICH DRAWN BY E8G MATERIAL 3130 VERONA AVE
WITH THE EXCEPTION OF THE BRONEE GR ATE SUFORD, GA 30578
2 - FRrANIES SHALL BE DUCTILE IRON PER ASTA1.A536 GRADE 70 -a1 -M OR POSSE FIRS PROPRIETARY RIGHTS T£;ECONFER,
RECEIPTPHN
3 - DRAINAGE CONNECTICA S � UB JOINT TIGHTNESS SHALL CONFORM TO T R POSSESSION L aE TH15 PRINT OF THE ESIGN : DATE d#d 03-041 FAX (770} 932.2490
CO E TRANSFER, OR LICENSE HE USE G E THE DESIGN OR FAX (7761032.2490
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4 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
1+ -DIMENSIONS (ARB IN INCHES .IONS CONTAINED HEREIN: 0 MANUFACTURE OF ANY DATE 03-'15.18
D ARTICLE HEREFJON�1, �DRTHE DISCLOSURE TC3OTHE.?$ 15 IN INLINE BRAIN QUICK SPEC INSTALLATION DETAIL
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IS FORBIDDEN, ECCE s
INFORMATION & DRAWING NO, 7€JC !I �=364 FOR N-12 HP BELL INFORMATION, DWG SIZE A SCALE 1:20 SHEET I OF 1 OWG NO. 7003-11 25 PEV E
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TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS,
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AVAILABLE (ACCORDING TO
PLANSITAKE OFF) (5) ADAPTER ANGLES
VARIABLE 0" -350'
ACCORDING TO PLANS �" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
- CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM 132321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
- PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTER$ AVAILABLE: /f � d0" BASED ON
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WITH THE EXCEPTION Of THE SRGf1ZE GRATE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL $130 VERONA AVE
2 - F€iAAIE$ $HALL BE DUCT ILE IRON PER A$T10 AS.,O GRADE- 70-50-05 NYLOPLA5T CAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518
- DRAIN BASIN TO BE CUSTOM MAN UF ad TUBED ACCORDING TO PLAN DETAILS. OR NOSSESSICIN OF THIS PRINT DOES NO" CONFER, DATE 03-30-06 PHN (770) 932-2443
RISERS ARE NEEDED FOR BASINS U EJ, 841 DUE TO SHIPPING RESTRICTIONS. � �I� FAX (776) 932-2490
TRANSFER, OR LICENSETHE LSE i1a= THE CE,51CN OR ,1 ��� ��a
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AS M 03212 FOR CORRUGATED HDP (ADS N-1 ZrHM,'1E;OR D.;AL WALL), CONTAINED HEREIN, OR MANUFACTURE OFF ANY DATE 03-14-16
N 12rrH�'P, &P�• C. SEWER. ARTICLE HE �EFRONI, FOR THE DISCLOSURE TO OTHERS15 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
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Date:
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12, 2015
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TRAFFICLOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
MINIMUM PIPE BURIAL PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
DEPTH PER PIPE TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS; TRAFFIC
INVERT ACCORDING TO MANUFACTURER LOADING, & OTHER APPLICABLE DESIGN FACTORS.
PLANSITAKE OFF RECOMMENDATION
— (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
` 4" - 15" FOR CORRUGATED HOPE (ADS N-1Z-HANCOR DUAL WALL,
ADS+RANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWI (EX: SCH 40), PVC C900IC905, CORRUGATED & RIBBED PVC
yf (CORRUGATED HDPE SHOWN)
e !t
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER J I GRATE CSPTiI LCid1i7 RATING I PART CI�iA,YY�NG �
_
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, % `£ DJ1 BTN tsifET6 H•tS7 1 c?5 t tG� 2u
v J ' STANDARD MEETS 4-20 1WFC 7WI110208
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. ' f `
J: S01 !D3 (fav k 141E E T� rF20 15# OC ni 3 11G -2t_1
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE �� ; , � " ." 0
g;E3ES?%itii� UI~e�PJs'E E NYA �' 1>4�f:`UPB ?�01 11JT 2a3T ,.
O I a e .GLI f (ill -1167211
PLACED � COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTi;1 D,232'1. , � NIA 1
15?
DIRROP IRI DRAT[ 1 LKHTDUP: {St C1€ 7 Kit 110Tl7ia
eGR TES=SOLIDS COVER SHALL BE DUCTILE. IRON PER AS114 AF\M GRADE 7050-05. THIS PRINT DISCLOSES SUB IECT MATTER IN WHICH DRAWN BY E8G MATERIAL 3130 VERONA AVE
WITH THE EXCEPTION OF THE BRONEE GR ATE SUFORD, GA 30578
2 - FRrANIES SHALL BE DUCTILE IRON PER ASTA1.A536 GRADE 70 -a1 -M OR POSSE FIRS PROPRIETARY RIGHTS T£;ECONFER,
RECEIPTPHN
3 - DRAINAGE CONNECTICA S � UB JOINT TIGHTNESS SHALL CONFORM TO T R POSSESSION L aE TH15 PRINT OF THE ESIGN : DATE d#d 03-041 FAX (770} 932.2490
CO E TRANSFER, OR LICENSE HE USE G E THE DESIGN OR FAX (7761032.2490
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N-12 H_ & F` C SE1.A+ER. TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO./NAME
4 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
1+ -DIMENSIONS (ARB IN INCHES .IONS CONTAINED HEREIN: 0 MANUFACTURE OF ANY DATE 03-'15.18
D ARTICLE HEREFJON�1, �DRTHE DISCLOSURE TC3OTHE.?$ 15 IN INLINE BRAIN QUICK SPEC INSTALLATION DETAIL
6 - SEE DR.k;�^'a'INGNo. .1>i` 1'1 27 FOR ADS 14-12t`n` HANIODRDUAL WALLBELL v , >J :a E
, TSPEC9FIC WRIT..N
IS FORBIDDEN, ECCE s
INFORMATION & DRAWING NO, 7€JC !I �=364 FOR N-12 HP BELL INFORMATION, DWG SIZE A SCALE 1:20 SHEET I OF 1 OWG NO. 7003-11 25 PEV E
PERMISSI4NFROftdN�`LfIPLASo. �=:xS�yr€czar
NYL.QPLAST 15" DRAIN BASIN: 2815AG _ _ X
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
18" MIN WIDTH GUIDELINE
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MINIMUM PIPE BURIAL
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MANUFACTURER
RECOMMENDATION
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` REO. SAME AS MIN. SUMP) GUIDELINE PURPOSES ONLY ACTUAL CONCRETE $LAS MUST BE
�-
DESIGNED TAKING INTO CONSICIERATION LOCAL SOIL G.ONDIT;ONS
TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS,
(3) VARIABLE INVERT HEIGHTS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
AVAILABLE (ACCORDING TO
PLANSITAKE OFF) (5) ADAPTER ANGLES
VARIABLE 0" -350'
ACCORDING TO PLANS �" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
- CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM 132321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
- PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTER$ AVAILABLE: /f � d0" BASED ON
a" - '15" FOR CORRUGATED HDPE (ADS N-121HAN COR DUAL WALL, �J� 4' MIN MANUFACACTIJRING REQ-)
ADS,''HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX SDR 35):
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r I
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WATERTIGHT JOINT i �f GRATE OPTION$ LOAD RATING PART #I DRAWING �
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............. ..,..... � .mm-..........
1 - GRAT, ESZO+LIDS COYER SHALT. BE DUCTILE IRON PERASTN1 A536 GRADIE 70-5 -L5,
WITH THE EXCEPTION Of THE SRGf1ZE GRATE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL $130 VERONA AVE
2 - F€iAAIE$ $HALL BE DUCT ILE IRON PER A$T10 AS.,O GRADE- 70-50-05 NYLOPLA5T CAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518
- DRAIN BASIN TO BE CUSTOM MAN UF ad TUBED ACCORDING TO PLAN DETAILS. OR NOSSESSICIN OF THIS PRINT DOES NO" CONFER, DATE 03-30-06 PHN (770) 932-2443
RISERS ARE NEEDED FOR BASINS U EJ, 841 DUE TO SHIPPING RESTRICTIONS. � �I� FAX (776) 932-2490
TRANSFER, OR LICENSETHE LSE i1a= THE CE,51CN OR ,1 ��� ��a
S E DRAVY1NG N0.70,1 1G, 055 TECHNICAL INJFORU TION SHOWN) HEREIN REVISEDBY NIMH PROJECT NOJ'NAME *Wmoyloplast-imcm
4 - DRAINAGE CONNECTION S uB JOIN), TIGHTNESS SHALLCO,*ORM TO REPRODUCTION OF THIS PRINT ORANY INFORMATION TITLE
AS M 03212 FOR CORRUGATED HDP (ADS N-1 ZrHM,'1E;OR D.;AL WALL), CONTAINED HEREIN, OR MANUFACTURE OFF ANY DATE 03-14-16
N 12rrH�'P, &P�• C. SEWER. ARTICLE HE �EFRONI, FOR THE DISCLOSURE TO OTHERS15 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0 n 36 O DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
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16-01-0006
Designed:
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Checked:
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Date:
NOVEMBER
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Designed: Drawn:
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Date:
NOVEMBER 12, 2015
Scale:
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Project No.:
16-01-0006
Designed: Drawn:
J.E.W. D.C.G.
Checked: O.C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1"=20'
Sheet 9
E
RIZONTAL & VERTICAL SEPARATION REQUIREMENTS
NOTES:
1. THIS SEPARATION Rt --Q REMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS
THE MINIMUM FOR PIPE WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION
FOR EACH ADDITIONAL DOT OF DEPTH.
2. THE MINIMUM JOINT I5 ING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION.
3. DISTANCES GIVEN AIR IROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.
4. NO WATER PIPE SHALL 4,SS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES.
5. WATER MAIN SHOULD OSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM
SEPARATION SHALL' 3 2 INCHES.
SEPARATION REQUIREMENTS FOR
I
WAT' , WASTEWATER AND RECLAIMED WATER MAINS
JANUARi 15 PLATE W-10
WATER MAIN AND NON-WATERMMWIN SEPARATION REQUIREMENTS - NOTES
1. IT IS REQUIRED THAT "VWA
"A"
PROPOSED UTILITY
SURVEY PERFORMED IN
A
ORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST
JEA WATER AND SEWEF
POTABLE WATER
WASTEWATER
RECLAIMED WATER
VACUUM SEWERS
I
CONFLICTING UTILITY''
FIRE HYDRANT LEADS;
AN
ERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION,
HORIZ.
VERT.
JOINT
SPACING*
HORIZ.
VERT.
JOINT
SPACING*
HORIZ.
VERT.
JOINT
SPACING"
HORIZ.
VERT.
JOINT
SPACING*
POTABLE WATER
GROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6)
3'
NOTE 1
6"
3
NOTE 2
6' to 10'
12
NOTE 5
6
NOTE 2
3,
6,.
6
NOTE 2
3' to 10'
12"
3
NOTE= 2
OF THE SEWER (SPECK
L
BE).
4. NEW OR RELOCATED, bN
GROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE
SANITARY SEWER ORSEWER
SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND
PREFERABLE TWELVE ',(2
CHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE.
HOWEVER, IT IS PREFE,
A
E TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
RECLAIMED WATER
RGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY
3'
6"
NOTE 2
NOTE 1
NOTE 1
NOTE 2
3
6
NOTE 2
NOTE 1
6"
NOTE 2
WASTEWATER
O
R PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.
ALTERNATIVELY, AT S,
C
6'
3'
3'
N VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES
3'
6„
3'
3'
6"
3'
(GRAVITY AND FORCE
RE
)
6 to 10
12
NOTE 2
NOTE 1
NOTE 1
6
NOTE 1
D
NOTE 2
NOTE 1
NOTE 2
8. WHERE AN UNDERGRbu
WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM
ANOTHER PIPELINE AND
3'
3'
3'
ESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE, THE
3'
3'
3'
3'
VACUUM SEWERS
UTILITY SEPARATION REQUIREMENTS
3' to 10'
12"
NOTE 2
NOTE 1
NOTE 1
6
NOTE 1
6„
NOTE 2
NOTE 1
6„
NOTE 2
3'
3'
3'
3'
RIGHT OF WAYS
NOTE 1
N/A
N/A
NOTE 1
N/A
N/A
NOTE 1
N/A
N/A
NOTE 1
N/A
N/A
PERMANENT
STRUCTURES
NOTE 1
N/A
N/A
NOTE 1
N/A
N/A
NOTE 1
N/A
N/A
NOTE 1
N/A
N/A
(SIGNS, TREES, POLES
)
STORM
3'
3'
3'3'
3'
3'
3'
3'
SEWERS
NOTE 1
12
NOTE 2
NOTE 1
6
NOTE 2
NOTE 1
6
NOTE 2
NOTE 1
6
NOTE 2
ALL OTHER
3'
12"
3'
3'
6"
3'
3'
6"
3'
3'
6"
3'
UTILITIES
NOTE 1
NOTE 2
NOTE 1
NOTE 2
NOTE 1
NOTE 2
NOTE 1
NOTE 2
NOTES:
1. THIS SEPARATION Rt --Q REMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS
THE MINIMUM FOR PIPE WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION
FOR EACH ADDITIONAL DOT OF DEPTH.
2. THE MINIMUM JOINT I5 ING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION.
3. DISTANCES GIVEN AIR IROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.
4. NO WATER PIPE SHALL 4,SS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES.
5. WATER MAIN SHOULD OSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM
SEPARATION SHALL' 3 2 INCHES.
SEPARATION REQUIREMENTS FOR
I
WAT' , WASTEWATER AND RECLAIMED WATER MAINS
JANUARi 15 PLATE W-10
WATER MAIN AND NON-WATERMMWIN SEPARATION REQUIREMENTS - NOTES
1. IT IS REQUIRED THAT "VWA
"A"
MAINS" BE INSTALLED, CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL
SURVEY PERFORMED IN
A
ORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST
JEA WATER AND SEWEF
S
NDARDS. FOR THE PURPOSE OF THIS SECTION, THE PHRASE "WATER MAINS" SHALL MEAN MAINS,
INCLUDING TREATMENT
P
T PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER;
FIRE HYDRANT LEADS;
AN
ERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION,
THE PHRASE "RECLAIM
D
TER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
2. NEW OR RELOCATED, lli
GROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE
(3) FEET BETWEEN TH�'
D
31DE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER,
STORMWATER FORCE KIAI
OR PIPELINE CONVEYING RECLAIMED WATER.
3. NEW OR RELOCATED, U,
GROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6)
FEET, AND PREFERABLE,
(10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR
PROPOSED GRAVITY O
SSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED
WATER. THE MINIMUM'
C
ONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS
MAY BE REDUCED TOT
R
(3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP
OF THE SEWER (SPECK
L
BE).
4. NEW OR RELOCATED, bN
GROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE
SANITARY SEWER ORSEWER
SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND
PREFERABLE TWELVE ',(2
CHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE.
HOWEVER, IT IS PREFE,
A
E TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
5. NEW OR RELOCATED, UNI
RGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY
SEWER, WASTEWATER
OF
TORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE
OUTSIDE OF THE WATER
IN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE.
HOWEVER, IT IS PREFER
E TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
6. AT THE UTILITY CROSS
N
DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED
ABOVE OR BELOW TH�
O
R PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.
ALTERNATIVELY, AT S,
C
ROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE
(3) FEET FROM ALL JO
T
N VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES
CONVEYING RECLAIM
TER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY
SEWERS, WASTEWATER
CE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER.
7. NEW OR RELOCATED F
RE
IYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE (3) FEET FROM ANY
EXISTING OR PROPOSED
ORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER; AT LEAST
THREE (3) FEET, AND P
RABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT
LEAST SIX (6) FEET, AN
D
EFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE
SANITARY SEWER OR WA
EWATER FORCE MAIN.
8. WHERE AN UNDERGRbu
WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM
ANOTHER PIPELINE AND
ERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER
MAIN ARE BEING LOCA__E
ESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE, THE
CONTRACTOR SHALL CO
LT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS,
PRIOR TO CONSTRUCTIO
II
NOTES O
UTILITY SEPARATION REQUIREMENTS
JANUARY 2015
PLATE W-11
INSIDE WALL
PREMOLDED PLASTIC; JOINT
SEALER WITH PROTECTIVE
WRAPPER TO COVER ENTIRE
JOINT AREA (APPLY JOINT
SEALER TO TOP AND
BOTTOM SURFACES,
REMOVE WRAPPER DURING
ASSEMBLY)
INSIDE WALL
N 1 1/41/4"
I�
2 1/4"
2 -NON PENETRATING
PICKHOLES (SEE DETAIL) 1 3/8"
WIDE
KID SURFACE
JND PATTERN)
PICKHOLE DETAIL
34 1/8" COVER_
N
1111171111111
N COVER MACHINED SURFACE (SMOOTH)
DOVETAIL GROOVE & GASKET
(SEE DETAIL BELOW)
35 3/4"
`Q
8 RIBS 341/4"
�—MACHINED SURFACE
m
u
NEOPRENE "I t..:h T
COVER
RING
NOTES: �•;_ ;�•.r;r�,.`:;.
1. MATERIAL: ASTM A-48 CLASS 35B GRAY IRON. PROTECTIVE SKIRT
2. RING WEIGHT 230 LBS APPROX. GROOVE & GASKET DETAIL
3. COVER WEIGHT 230 LBS. APPROX.
4. ALL DIMENSIONS ARE SHOWN IN INCHES.
5. FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA (INCLUDING UTILITY DEDICATION PROJECTS), THE COVER SHALL
INCLUDE THE "JEA" LOGO AND A NEOPRENE GASKET.
6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JEA (SUCH AS PRIVATE SEWER COLLECTION
SYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA), THE COVER SHALL INCLUDE
"SANITARY SEWER" GENERIC LETTERING (NO "JEA" LOGO OR NEOPRENE GASKET).
SANITARY SEWER MANHOLE FRAME AND COVER
JANUARY 2015
MANHOLE JOINT
"A"
"B"
"C"
"D
7° JOINT ANGLE
53.043
52.543
51.500
52.000
JOINT ASSEMBLY DETAIL
OUTSIDE WALL JOINT CONSTRUCTION DETAIL
EXTERIOR JOINT SEALANT
MEMBRANE (6" MIN)
EXCESS JOINT SEALER CENTERED ON JOINT
SHALL BE TRIMMED
FLUSH TO INSIDE \ ALL LIFTING HOLES (INSERTS)
SURFACE SHALL BE FILLED WITH
NON -SHRINK GROUT AND
COATED WITH BITUMINOUS
WATERPROOFING MATERIAL
COMPLETED JOINT DETAIL
PRECAST SEWER MANHOLE JOINT DETAIL
JANUARY 2015
PLATE S-17
PLATE S-1
OUTSIDE WALL
RAD = 1/8" (TYP)
4' DIA REINFORCED
C(TYPj RETE MANHOLE w 0
CUT OFF PIPE
AT WALL LINE (TYP)
6„ (TYP.)
/ INFLUENT SEWER PIPE
(SEE NOTE #1)
FLOW
LEVELING COURSE, 12" (MIN.)
THICKNESS OF GRANULAR
BACKFILL (#57 STONE)
SOLID CLASS "C" --/ ` CONCRETE TO FORM
O EASY FLOW CURVES
CONCRETE, SOLID FILLER J
BRICKS ONLY ALLOWED AS LL
FILLER, NO RUBBLE.
GRADE TO 1/2" PER FOOT.
NOTES:
1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE
SHALL BE BETWEEN 90'- 1800 UNLESS OTHERWISE APPROVED BY JEA.
PLAN VIEW
(FOR SECTION VIEW SEE S-2)
MANHOLE FRAME & COVER
FINISHED GRADE ---\
5"
6"
SLOPE 1/2"
PER FT. (TYP)
SOLID CLASS "C"
CONCRETE W/ SOLID
FILLER BRICKS ONLY
ALLOWED AS FILLER
NO RUBBLE, GRADE TO
1/2" PER FOOT.
UNDISTURBED SOIL MIN
BEARING CAPACITY:
2000 LB/SQ FT.
4'-0" DIA
6-0" DIA
(SEE NOTE 4)
N N
r
77
Al
�1
a
SECTION VIEW (S-2)
(FOR PLAN VIEW SEE S-3)
GROUT
2" NOM, 18" MAX
CONCRETE ADJUSTMENT
><� RINGS OR BRICKS (TYP)
2 GROUTED IN PLACE
PLASTIC JOINT SEALER
(2 SEALERS PER JOINT)
REFER TO S-15 DETAIL.
CONSTRUCT SPILLWAY WHERE
INVERT OF UPPER SEWER IS
zo ABOVE MID HEIGHT OF LOWER
SEWER.
LEVELING COURSE, 12" (MIN)
THICKNESS OF GRANULAR
BACKFILL (57 STONE)
IN UNSUITABLE SOILS,
OVER -EXCAVATION IS
REQUIRED (SEE NOTE #6).
NOTES:
1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF
A.S.T.M. C-478 WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE
FILLED WITH NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL.
2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF
BITUMINOUS WATERPROOFING MATERIAL.
3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS
WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE.
4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL BE 5' DIA WITH SPECIALTY LINER.
5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE
(WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17.
6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH,
OH AND PT) THE SOILS SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH
AASHTO CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12" (AT A MIN.)
AND BACKFILL WITH GRANULAR BACKFILL (57 STONE).
SANITARY SEWER TYPE "A" MANHOLE
8"-21" SEWERS
JANUARY 2015
PLATES S-2, S-3
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Project No.:
16-01-0006
Designed:
Drawn:
J.E.W.
D.C.G.
Checked:
O.C.:
T.B.W.
R.C.W.
Date:
NOVEMBER
12, 2015
Scale:
Sheet 1 OA
E
O�w
~ O
Z
OZ
W Y
Lu
w
W0
Lu
¢v~i0
FOR SECTION VIEW SEE S-20
ELECTRONIC "SEWER"
MARKER (SEE NOTE #1)
P/L— — — — FLEXIBLE ADAPTER
NOTES: COUPLING (FERNCO OR EQUAL)
1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST, AN ELECTRONIC "SEWER" MARKER IS
REQUIRED FOR ALL LATERALS WHICH ARE "NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS
"NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED GREEN) SHALL BE INSTALLED TO 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 (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE).
3. NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 16" AND LARGER.
4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS (INCLUDING THE TEE -WYE FITTING)
WITH A "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR -26.
HOUSE LATERAL - PLAN VIEW
JANUARY 2015 PLATE S-19
SEWER SERVICE LATERAL MARKER
REQUIRED FOR NEW DEVELOPMENT
AREAS (SEE NOTE #1)
12" MAX CURB &GUTTER
WIDTH OF RIGHT-OF-WAY VARIES F
N
ENGRAVE IN CURB THE LETTER AVG. GROUND SURFACE
ELECTRIC "SEWER" MARKER "S" AT SEWER HOUSE SERVICE
(SEE NOTE#1) LOCATION (PAINT GREEN)
TOP OF PAVEMENT
W
z > w
0O
- z
CD
N � W
oCD
6" PIPE J
EXIST. YARD PIPING CONNECTION
SEWER LATERAL MARKER REQUIRED
TO BE DETERMINED IN FIELD
FOR NEW DEVELOPMENT AREA
0 z
(SEE NOTE #1)
IF NO CURB SCRIBE LETTER
SIDEWALK
J.E.W.
"S" IN FRONT OF SIDEWALK
3. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM
PROVIDE 6" PLUG
(PAINT GREEN)
P/L
— —
OR CONNECTION TO
N
Date:
S
SNaOVEMBER12,2015
JOIN TO EXIST. CONN. IN FRONT OF
SIDEWALK, DRIVEWAY OR P/L
SCRIBE THE LETTER "S" MIN. OF 2"
m N
CURB
— HIGH & 1/4" DEEP IN CURB (PAINT GREEN)
0�
S
0 o
_
_
HOUSE LATERAL (SEE NOTES #2 & #4)
J
o
6" BEND SHORT RADIUS
W
of
U) o
STANDARD TEE -WYE FITTING (TYP)
GRAVITY
q OF SEWER AND STREET
SEWER
UNLESS SHOWN OTHERWISE
ON PLANS
--
--
\_�
FEW
O�w
~ O
Z
OZ
W Y
Lu
w
W0
Lu
¢v~i0
FOR SECTION VIEW SEE S-20
ELECTRONIC "SEWER"
MARKER (SEE NOTE #1)
P/L— — — — FLEXIBLE ADAPTER
NOTES: COUPLING (FERNCO OR EQUAL)
1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST, AN ELECTRONIC "SEWER" MARKER IS
REQUIRED FOR ALL LATERALS WHICH ARE "NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS
"NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED GREEN) SHALL BE INSTALLED TO 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 (LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE).
3. NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 16" AND LARGER.
4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS (INCLUDING THE TEE -WYE FITTING)
WITH A "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR -26.
HOUSE LATERAL - PLAN VIEW
JANUARY 2015 PLATE S-19
SEWER SERVICE LATERAL MARKER
REQUIRED FOR NEW DEVELOPMENT
AREAS (SEE NOTE #1)
12" MAX CURB &GUTTER
WIDTH OF RIGHT-OF-WAY VARIES F
N
ENGRAVE IN CURB THE LETTER AVG. GROUND SURFACE
ELECTRIC "SEWER" MARKER "S" AT SEWER HOUSE SERVICE
(SEE NOTE#1) LOCATION (PAINT GREEN)
TOP OF PAVEMENT
W
z > w
0O
- z
CD
N � W
oCD
6" PIPE J
MIN. SLOPE
= o
\
o- 1/8" PER FOOT
0 z
Designed:
U-
O w
J.E.W.
D.C.G.
3. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM
PROVIDE 6" PLUG
W
DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557.
T.B.W.
OR CONNECTION TO
N
YARD PIPING
WIDTH OF TRENCH
(NOTE #3)
6 BEND \ ;'
LAY IN COMPACTED
SOIL
o_
STANDARD TEE -WYE FITTING
(30° MIN., 60° MAX.)
FOR PLAN VIEW SEE S-19
EXIST. 4" YARD PIPING
CONNECTION (TO BE LOCATED
PRIOR TO INSTALLING TEE
BRANCH). PROVIDE FLEXIBLE
ADAPTER COUPLING (FERNCO
OR EQUAL).
LAY IN UNDISTURBED SOIL
NOTES: \\`'\�
1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST, AN ELECTRONIC "SEWER" MARKER IS REQUIRED FOR
ALL LATERALS WHICH ARE"NOT" IN USE". FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS "NOT IN USE", A
LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED GREEN) OR AN ELECTRONIC "SEWER" MARKER SHALL BE INSTALLED TO
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
(LENGTH BETWEEN SEWER MAIN OR MANHOLE TO CUSTOMERS PROPERTY LINE).
3. SEE MEASUREMENT AND PAYMENT SECTION FOR MAXIMUM PAYMENT WIDTHS.
4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE AND FITTINGS (INCLUDING THE TEE -WYE FITTING) WITH A
"DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR -26.
5. UNLESS APPROVED OTHERWISE BY A JEA O&M MANAGER, NO GRAVITY SEWER MAIN WITH SEWER SERVICE LATERALS SHALL BE
CONSTRUCTED WITH A "DEPTH OF CUT" GREATER THAN 12 FEET.
6. SEWER SERVICE LATERALS ASSOCIATED WITH GRAVITY SEWER MAINS WHICH ARE DEEPER THAN 12 FEET, MUST BE ROUTED TO A
GRAVITY SEWER HIGH -LINE, A MANHOLE OR OTHER JEA APPROVED METHOD.
7. THE SEWER SERVICE LATERAL SHALL BE CONSTRUCTED AT A DEPTH TO ALLOW A GRAVITY CONNECTION BY THE CUSTOMER,
WHERE POSSIBLE (CONTINGENT UPON MEETING THE CUSTOMER'S ON-SITE CONDITIONS AND LOCAL CONSTRUCTION STANDARDS).
A LATERAL REQUIRING MORE THAN 60" OF COVER MUST BE APPROVED, PRIOR TO CONSTRUCTION, BY JEA.
HOUSE LATERAL - SECTION VIEW
JANUARY 2015
PLATE S-20
x:
TOP OF PAVEMENT
AVG. GRADE SURFACE
DEPTH
c3D
:R SERVICE
I SLOPE 1/8"
IOTE #2)
ON 3" MIN.
,NFLICT PIPE
NOTES:
1. ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES.
2. FLATTER SLOPES MUST BE PRE -APPROVED BY JEA O&M MANAGER (ONLY) PRIOR TO CONSTRUCTION.
3. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE
MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557.
HOUSE LATERAL OVER CONFLICT PIPE
JANUARY 2015
W
W
A
TOP OF PAVEMENT
AVG. GRADE SURFACE
7
r"'`,. €"'x' ...a...........:
VARIES\:��\�:"
FOR EXISTING PIPE
EXCEEDING T-0" DEPTH
EXISTING CONFLICT PIPE
PLATE S-23
• 1.0
V E
M
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0
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LU
SAND CUSHION 3" MIN. F_ Of
(NOTE #3)
m
6" PVC SEWER SERVICE fF':. 0
LATERAL PIPE (MIN) SLOPE r.:_ :. a
1/8" PER FOOT(NOTE #2) _
.. ....:..::. .
JO
_J(0 y in
C-4 —
6" PVC BEND
w0 w 3
VARIABLE TO BE DETERMINED _J ¢
BY ENGINEER IN FIELD Zui 0
F= a ofN
V) _
NOTES � ~
1. ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES.
Project No.:
16-01-0006
2. FLATTER SLOPE MUST BE PRE -APPROVED BY JEA O & M MANAGER (ONLY) PRIOR TO CONSTRUCTION
Designed:
Drawn:
J.E.W.
D.C.G.
3. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM
Checked:
O.C.:
DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557.
T.B.W.
R.C.W.
Date:
HOUSE LATERAL UNDER CONFLICT PIPE
SNaOVEMBER12,2015
JANUARY 2015
PLATE S-24
Sheet 10B
—SINGLE IV,
P/L P
2-
2'
2'
A LOCATE WIRE SHALL BE PLACED ON SERVICES 1OFT OR GREATER.
TER SERVICE GANG WATER SERVICES GANG WATER SERVICES
3 OR 4 SERVICES (SEE NOTE #5) 5 OR MORE SERVICES (SEE NOTE #5)
7 1/2' JEA ELECTRICAL 4" D.I.P. MAIN (MIN) WHERE
t!MULTI-SERVICE
METER W/ MULTIPLE TAPS ARE
_ _ CURB STOP
_ — — — — — — — — CONSTRUCTED
-- �R/W – – " POLY ------ 20'MAX ---
1" POLY 1" POLY TUBING W/"Y"1" MIP PACK
FITTING JOINT COUPLING
"Y"
,1y" POLY TUBING (2" FIP INLET AND 3
OR 4 1" FIP OUTLET)
LONG -SIDE WATER SERVICE2" MIP PACK SERVICE SADDLES WITH
POLY TUBING (1" MIN.) JOINT COUPLING 24" SEPARATION AT A
MIN. (NO GLUED TEES)
E............
cc
r
co
co
N
NOTES:
S
'S
(,......
.ROADWAY
DLE.W/CORP
P'TYP
.
2".POLY TUBING . . . . , .
2+' SADDLE W/CORP STOP
4" G.V. (MIN)
LEAVE DRAIN
W
a o
SHOULDERS (NON -TRAFFIC AREAS).
HOLES OPEN
u' W
2' MAX (SEE NOTE #4)
N
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING & FITTINGS (AS NOTED),
of
AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED.
CL
a
D
ED W
WATER MAIN SHORT -SIDE WATER SERVICE
Ocu�M
C
U
o
POLY TUBING (1" MIN.)
3.
PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL.
METER BOX LOCATION 2'
Z
4.
WATER METER BOX TYP
(NEAR UG ELECTRICAL (TYP)
-
LL
.� 0LL
BOX, NOTE #1) 2 7 1/2' JEA ELECTRICAL EASEMENT
SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA.
-
- -- -- -- -- -- -- - -- RNV
10'x10' JEA ELECTRICAL A- -
v_
_
EASEMENT W/UG ELECTRIC11
5.
_
.� TOXORDRAINAGE---------T------
RNV: RIGHT OF WAY LINE
EASEMENT NOTE #3 P/L
RESPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS.
HYDRANT SUMP
P/L: PROPERTY LINE
DO ;
" LE 1 WATER SERVICE
(SEE NOTE #6)
a
NOTES:
1. THE SKETCHES A
E INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY
VARY SLIGHTLY'lIA
RIDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE R/W
LL
LINE BUT INSIDE T
7 1/2' ELECTRIC EASEMENT.
2. UNLESS SPECIE E
THERWISE BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL
BE LOCATED IN:
JEA 7 1/2' ELECTRIC EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE
c
a
PROPERTY LIN .
A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET (MAX.)
INSIDE PROPER(! Y
ES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY JEA, THE WATER METER BOX SHALL BE
LOCATED IN NOIJ-
FFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE
a
LOCATED IN A I
AY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, AT A
MINIMUM (SEE -3
D W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOXAND TOP) . SETTOP OF BOXAT
FINISHED GRADE_ I
N UNAPPROVED METER BOX IS IDENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE
a
a
RESPONSIBLE FOR
HE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE
COST TO PROVI?E
E CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION.
3. IF DRAINAGE OR
ER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT
C
OUTSIDE THEE S
ENT AREA.
i
4. FOR SINGLE SE!F VI
S, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE
METER BOX SH', LL
2 FEET MAXIMUM. FOR DOUBLE 1" SERVICES, THE 1 ''/2" POLY MAIN SHALL BE LOCATED CENTERED
z
BETWEEN THE T
ETER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. IF LOCATE WIRE
IS REQUIRED, T E
RE SHALL RUN FROM THE METER BOX (W/ PIG TAIL) TO THE MAIN (DEAD END SHALL BE TAPED WITH NO
CONNECTION T
N WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND). ALL EXCEPTIONS TO
a
THIS REQUIRE M N
UST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE.
5. GANG WATERS R
ES: FOR 3 OR 4 SERVICES IN ONE AREA, A DUCTICLE IRON PIPE (D.I.P.) WATER MAIN EXTENSION W/LOCATE
WIRE MAY BE UI IL
D ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE
Z
C
SHALL EXTEND RR
I ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN
EXTENSION W/LO C
E WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE
DRAWINGS (TAP
CONSTRUCTED', T
GGERED AND AT 2 FEET ON CENTER -MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE
(HEADER PIPE SHALL BE 4" AT A MINIMUM.
C
W
UI
EXAMPLE: CONSTRUCT A 4" MAIN D.I.P CROSSING THE STREET
FOR 5 RESIDEN IA
USTOMERS, UTILIZING 4" G.V., 4" PIPE, 4"X1" SADDLES AND 1" CORP STOPS (NO GLUED TEE FITTINGS). THE
4" OR LARGER D! I.
ATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER.
6. DOUBLE 1" WAT�R
:RVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS.
7. A 1" IRRIGATIONS
VICE MAYBE TAPPED INTO THE (1" MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES THE SAME
CUSTOMER) UTIIJIZ
A V BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE).
w
8. No 2" AND SMA`11IE
VATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE.
9. RECLAIMED WATE
IETER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT
A MIN. OF 10' FRO
HE POTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS
m
APPROVED OTHI�R
SE BY JEA.
'WATER SERVICE INSTALLATIONS
2" AND SMALLER METER
JANUARY
PLATE W-1
MJ TEE OR HYDRANT TEE
(ANCHOR TEE) SIZED AS REQUIRED HYDRANT SUMP (PROVIDE GRAVEL
PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN)
7
3/4" RODS (24" LONG MIN)
7 30" MIN.
pO 6" PIPE O
N
3 3/4' RODS ALONG FIRST 15 LF
FROM HYDRANT (NOTE #2)
6" M.J. GATE VALVE (RESTRAINTS REQ.) I . 2'-$„
POSITIONED NEAREST TEE FITTING
MECHANICAL RESTRAINT REQUIRED (TYP)
WATER MAIN
WATER VALVE BOX
(COVER PAINTED YELLOW)
LOCATE WIRE IF REQUIRED
(SEE NOTE #1)
PLAN
PROVIDE RAISED PAVEMENT MARKER
(SEE NOTE #6)
3 -WAY FIRE HYDRANT PUMPER NOZZLE
TO FACE CL OF PAVEMENT
(SEE NOTES #3 & #4)
BREAKABLE FLANGE —
LOCATED (1"MIN.) ABOVE
FINISHED GRADE
BARE WIRE DEAD-END
(NOTE #1)
PROVIDE FILTER FABRIC (MARAFI 700X, 140'S
OR EQUAL) TO TOP AND ALL 4 SIDES.
SECTION
00
�'l /–FINISHED
GRADE
90° BEND (TO BESMOOTH HOSE BIBB
REMOVED) — /_ (TO BE REMOVED)
WATER SHALL FLOW
STRAIGHT DOWN
Z ! (NOT ANGLE)
co
o /—FINISHED GRADE
PIPE (Y" SIZE MIN.) (TO BE
REMOVED) ROUTE TO
)ADWAY SHOULDER IF
:QUIRED (SEE NOTES)
SHING IF REQ. (TO BE REMOVED)
THREADED PLUG (TO BE INSTALLED AFTER
CTERIOLOGICAL CLEARANCE IS RECEIVED)
DEGREE BEND (TO BE REMOVED)
DORPORATION STOP CONNECTED
tECTLY INTO SADDLE (TO REMAIN)
NATER SERVICE SADDLE
REMAIN) (NOTE THAT OUTLET,
3:00 OR.9:00 POSITION)
.., ,TER MAIN (SIZE &TYPE VARIES)
NOTES:
1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED,
THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE
SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH.
2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALKAND NOT WITHIN SWALE/DITCH
AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN
COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING
AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE) . THE
MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS
APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS
LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION).
ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE
RESTRAINED UTILIZING 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
OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS.
3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT
SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW.
4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND
REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS
SHALL BE PAINTED RED.
5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY
IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN, UNLESS APPROVED OTHERWISE BY JEA, THE
INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE
USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED.
6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS
PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN
THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT.
FIRE HYDRANT INSTALLATION
USING MECHANICAL JOINT TEE
JANUARY 2015 PLATE W-13
JANUARY 2015
2" CURB STOP - FIP
(SEE NOTE #2)
JEA STANDARD WATER
METER BOX FOR 1" METER W/ —
HEAVY DUTY IRON LID.
LOCATE WIRE PIG TAIL END
(12" LONG)
FINISHED GRADE —�
1\
LOCATE WIRE
(SEE NOTE #4)
x ,,,,,,15" CRUSHED ROCK
2" CORPORATION STOP :OR GRAVEL BELOW BOX
I NiN,
2" 90° BRASS COMPRESSION
I
WATER MAIN FITTING ELBOWS (TYP.)
TAPPED PLUG (IF NECESSARY)
JANUARY 2015
UNIT PRICE PAY QUANTITY
PLATE W-25
2" POLY WITH BRASS FITTING
CLOSE NIPPLE
2" BRASS, 90° ELBOW & PLUG
i
NOTES:
1. PIPE SHALL BE POLYETHYLENE. FITTINGS SHALL BE BRASS.
2. THE 2" CURB STOP SHALL BE ALL BRONZE. FITTINGS SHALL BE BRASS.
3. ANY RECLAIMED WATER VALVE SHALL HAVE RECLAIMED EMBLEM.
4. LOCATE WIRE FOR 10' OR GREATER IN LENGTH.
5. CANNOT BE PLACED UNDER CONCRETE OR PAVEMENT,
6. PLACE 2 FEET PAST LAST WATER MAIN SERVICE CONNECTION.
FLUSHING VALVE BELOW GRADE
PLATE W-28
• CU \U
V NE
NOTES:
1.
LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY
LEAVE DRAIN
W
a o
SHOULDERS (NON -TRAFFIC AREAS).
HOLES OPEN
u' W
LIP) "]
M
�w
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING & FITTINGS (AS NOTED),
of
AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED.
D
ED W
L
Ocu�M
C
U
o
L,o
3.
PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL.
o
C,
Z
4.
THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A
-
LL
.� 0LL
SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA.
t -
v_
5.
THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL
M
RESPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS.
HYDRANT SUMP
2,-8
TEMPORARY SAMPLE TAP
NOTES:
1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED,
THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE
SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH.
2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALKAND NOT WITHIN SWALE/DITCH
AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN
COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING
AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE) . THE
MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS
APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS
LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION).
ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE
RESTRAINED UTILIZING 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
OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS.
3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT
SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW.
4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND
REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS
SHALL BE PAINTED RED.
5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY
IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN, UNLESS APPROVED OTHERWISE BY JEA, THE
INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE
USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED.
6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS
PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN
THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT.
FIRE HYDRANT INSTALLATION
USING MECHANICAL JOINT TEE
JANUARY 2015 PLATE W-13
JANUARY 2015
2" CURB STOP - FIP
(SEE NOTE #2)
JEA STANDARD WATER
METER BOX FOR 1" METER W/ —
HEAVY DUTY IRON LID.
LOCATE WIRE PIG TAIL END
(12" LONG)
FINISHED GRADE —�
1\
LOCATE WIRE
(SEE NOTE #4)
x ,,,,,,15" CRUSHED ROCK
2" CORPORATION STOP :OR GRAVEL BELOW BOX
I NiN,
2" 90° BRASS COMPRESSION
I
WATER MAIN FITTING ELBOWS (TYP.)
TAPPED PLUG (IF NECESSARY)
JANUARY 2015
UNIT PRICE PAY QUANTITY
PLATE W-25
2" POLY WITH BRASS FITTING
CLOSE NIPPLE
2" BRASS, 90° ELBOW & PLUG
i
NOTES:
1. PIPE SHALL BE POLYETHYLENE. FITTINGS SHALL BE BRASS.
2. THE 2" CURB STOP SHALL BE ALL BRONZE. FITTINGS SHALL BE BRASS.
3. ANY RECLAIMED WATER VALVE SHALL HAVE RECLAIMED EMBLEM.
4. LOCATE WIRE FOR 10' OR GREATER IN LENGTH.
5. CANNOT BE PLACED UNDER CONCRETE OR PAVEMENT,
6. PLACE 2 FEET PAST LAST WATER MAIN SERVICE CONNECTION.
FLUSHING VALVE BELOW GRADE
PLATE W-28
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Project No.:
16-01-0006
Designed:
Drawn:
J.E.W.
D.C.G.
Checked:
O.C.:
T.B.W.
R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1OC
Sheet
E
JANUARY 201
7-3/8"
WATER
NOTES #1 & #2
HEAVY DUTY RATING
7-3/8"
(2) 1" DIA. PICKHOLES
NOTES:
1. PAINT TOP OF THE COVER WITH ENAMEL PAINT (BLUE COLOR) FOR WATER.
2. FOR "REUSE" PAINT TOP PANTONE PURPLE.
3. LID WEIGHT: APPROX. 12 LBS.
TER SYSTEM VALVE BOX COVER
PLATE W-16
MJ TEE OR HYDRANT TEE
(ANCHOR TEE) SIZED AS REQUIRED
HYDRANT SUMP (PROVIDE GRAVEL
PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN)
3/4" RODS (24" LONG MIN)
30" MIN.
pO 6" PIPE O
N
3/4' RODS ALONG FIRST 15 LF
FROM HYDRANT (NOTE #2)
6 2r-$,.
M.J. GATE VALVE (RESTRAINTS REQ.) I . �I
�- POSITIONED NEAREST TEE FITTING
MECHANICAL RESTRAINT REQUIRED (TYP)
WATER MAIN
WATER VALVE BOA:
(COVER PAINTED YELLOW)
LOCATE WIRE IF RE=QUIRED
(SEE NOTE #1)
PLAN
PROVIDE RAISED PAVEMENT MARKER
(SEE NOTE #6)
3 -WAY FIRE HYDRANT PUMPER NOZZLE
TO FACE CL OF PAVEMENT
(SEE NOTES #3 & #4)
BREAKABLE FLANGE —
LOCATED (1"MIN.) ABOVE
FINISHED GRADE
BARE WIRE DEAD-END
(NOTE #1)
PROVIDE FILTER FABRIC (MARAFI 700X, 140'S
OR EQUAL) TO TOP AND ALL 4 SIDES.
/-FINISHED
z
GRADE
LEAVE DRAIN
HOLES OPEN
SECTION
NOTES:
1. LOCATE= WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED,
THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE
SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH.
2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH
AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN
COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING
AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE) THE
MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS
APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS
LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION).
ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE
RESTRAINED UTILIZING 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
OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS.
3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT
SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW.
4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND
REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS
SHALL BE PAINTED RED.
5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY
IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE
INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE
USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED.
6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS
PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN
THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT.
FIRE HYDRANT INSTALLATION
USING MECHANICAL JOINT TEE
JANUARY 2015 PLATE W-13
40 CU 1,0
V
16-01-0006
No
M U
Drawn:
f
f� 3/8
Kv r.
Cn
i, � M
5"
O.C.:
U 0
R.C.W.
NOTES:
1. PAINT TOP OF THE COVER WITH ENAMEL PAINT (BLUE COLOR) FOR WATER.
2. FOR "REUSE" PAINT TOP PANTONE PURPLE.
3. LID WEIGHT: APPROX. 12 LBS.
TER SYSTEM VALVE BOX COVER
PLATE W-16
MJ TEE OR HYDRANT TEE
(ANCHOR TEE) SIZED AS REQUIRED
HYDRANT SUMP (PROVIDE GRAVEL
PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN)
3/4" RODS (24" LONG MIN)
30" MIN.
pO 6" PIPE O
N
3/4' RODS ALONG FIRST 15 LF
FROM HYDRANT (NOTE #2)
6 2r-$,.
M.J. GATE VALVE (RESTRAINTS REQ.) I . �I
�- POSITIONED NEAREST TEE FITTING
MECHANICAL RESTRAINT REQUIRED (TYP)
WATER MAIN
WATER VALVE BOA:
(COVER PAINTED YELLOW)
LOCATE WIRE IF RE=QUIRED
(SEE NOTE #1)
PLAN
PROVIDE RAISED PAVEMENT MARKER
(SEE NOTE #6)
3 -WAY FIRE HYDRANT PUMPER NOZZLE
TO FACE CL OF PAVEMENT
(SEE NOTES #3 & #4)
BREAKABLE FLANGE —
LOCATED (1"MIN.) ABOVE
FINISHED GRADE
BARE WIRE DEAD-END
(NOTE #1)
PROVIDE FILTER FABRIC (MARAFI 700X, 140'S
OR EQUAL) TO TOP AND ALL 4 SIDES.
/-FINISHED
z
GRADE
LEAVE DRAIN
HOLES OPEN
SECTION
NOTES:
1. LOCATE= WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED,
THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE
SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH.
2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH
AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN
COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING
AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE) THE
MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS
APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS
LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION).
ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE
RESTRAINED UTILIZING 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
OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS.
3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT
SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW.
4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND
REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS
SHALL BE PAINTED RED.
5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY
IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE
INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE
USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED.
6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS
PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN
THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT.
FIRE HYDRANT INSTALLATION
USING MECHANICAL JOINT TEE
JANUARY 2015 PLATE W-13
Project No.:
40 CU 1,0
V
16-01-0006
No
M U
Drawn:
J.E.W.
Kv r.
Cn
i, � M
Checked:
O.C.:
U 0
R.C.W.
Date:
NOVEMBER
12, 2015
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Project No.:
16-01-0006
Designed:
Drawn:
J.E.W.
D.C.G.
Checked:
O.C.:
T.B.W.
R.C.W.
Date:
NOVEMBER
12, 2015
Scale:
Sheet 1 0 D
E
PVC PIPE
RE
RAI NT NOTES:
1.
THISI
S
EDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR
11.25°
BENDS
L (FT.)
REG
A
D WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS
L (FT.)
INDICA
4
D ON THE ABOVE SCHEDULE, AT A MINIMUM.
2.
ASSN
2
IONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE= 1 50PSI, SOIL=GM OR
3
SM,II
R
ICH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE
10
OR ! 261
2
HES FOR 24" AND LARGER PIPE SIZE.
3.
BENDS
8
qD VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING.
4.
VER
I(
- OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET
5
COV
10
N BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE
18
UPP�R
4
OP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER (DEEPER)
6
LEVEL.
12
3SUME 45 DEGREE BENDS.
5.
TEES::
4
ITAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER
8
SID
14
EE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN). SEE SCHEDULE
23
AB�VE
5
DR RESTRAINT LENGTH ON TEE "BRANCH" LINE.
6.
HDP
16
PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN).
7.
TH�l
IN
ALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR -18 & 25 PIPE)
10
SH
L
COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH
29
INCiLUI
6
3 NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THESE NUTS SHOULD
12
ONLY
20
SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE
32
AFT
7
E RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE
13
AT (
HE
ELL RESULTING IN A SERVICE OUTAGE.
LENGTH (L) TO BE RESTRAINED
(SEE PLATE Nos. 38C & 38D FOR ADDITIONAL DETAILS)
NOMINAL
PIPE
SIZE
(IN.)
HORIZONTAL BENDS
VERTICAL OFFSETS
45° BENDS
(SEE NOTE 4)
VALVES
OR
DEAD
ENDS
90°
BENDS
L (FT.)
45'
BENDS
L (FT.)
22.5°
BENDS
L (FT.)
11.25°
BENDS
L (FT.)
UPPER
LOWER
L (FT.)
L (FT.)
L (FT.)
4
20
8
4
2
20
3
50
6
28
10
5
2
28
4
20
8
36
14
6
3
36
5
90
10
40
18
8
4
45
6
110
12
50
20
9
4
52
8
120
14
56
23
10
5
60
9
140
16
60
26
11
6
67
10
160
18
69
29
12
6
74
12
180
20
75
32
13
7
80
13
195
24
76
33
15
7
81
14
200
30
88
36
18
9
97
16
235
36
100
40
20
10
110
20
270
42
115
48
23
11
125
24
300
48
125
52
25
T12
140
30
340
PVC PIPE RESTRAINT JOINT SCHEDULE
JANUARY 2015
TEE BOLT TEE BOLT
C AMPI PLAIN END P.V.C.
PLAIN N V.C. BELL Jt. P.V.C. RING M.J. D.I. FITTINGS
— — 0
BELL
RESTRAINED BELL JOINT RING RESTRAINED MECHANICAL JOINT
PICAL PROFILE 0 TYPICAL PROFILE
ELL JOINT TO PLAIN END MECHANICAL JOINT TO PLAIN END
ECHANICAL RESTRAINERS SECTION W/MECHANICAL RESTRAINERS
L
REDUCER MECHANICAL JOINT SLEEVES
NO. OF TIE RODS REQUIRED
TIE RODS
3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4" ROD)
10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD)
14" - 16" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT (3/4" ROD)
~ - PER NT 3/4" ROD
D REQUIRED JOINT 18 - 20 DIAMETER MAIN 8 TIE RODS Q
24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT (3/4" ROD)
* * * 30" - 36" DIAMETER MAIN - 14 TIE RODS REQUIRED PER JOINT (1" ROD)
PLUG 42" - 48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)
54" DIAMETER MAIN - 18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)
i
DEAD - END THRUST COLLAR ANCHOR
O TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL) SIZE
AS PER THRUST BLOCK DETAIL (W-38). SEE DETAILS W-36 & W-37.
GENERAL TE:
1. PAY I " * " DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS.
2. PA� I " *" " DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE.
3. 'INDICATES DIRECTION OF THRUST FORCE.
MECHANICAL RESTRAINT DETAILS - I
JAlqf RY 2015 PLATE W -31C
PLATE W-31 A
REDUCERS
SIZE
(IN.)
L (FT.)
6x4
35
8x6
35
8x4
65
10x8
35
10x6
65
12x10
35
12x8
65
16x12
65
16x10
95
20x18
35
20x16
65
20x12
120
24x20
65
24x18
95
24x16
120
30x24
80
30x20
150
36x30
80
36x24
150
4206
80
42x30
150
48x42
80
4806
150
TEES
SEE NOTE 5
RUN
BRANCH
Designed:
SIZE
SIZE
D.C.G.
(IN.)
(IN.)
L (FT.)
4
4
F.O.
4
6
10
4 < LESS
F.O.
8
8
30
6 < LESS
F.O.
10
10
48
8
14
6 < LESS
F.O.
12
12
65
10
35
8 < LESS
F.O.
16
16
100
12
40
10 < LESS
F.O.
20
20
130
16
80
12 < LESS
F.O.
24
24
130
20
90
16
40
12 < LESS
F.O.
30
30
140
24
80
20
50
16 < LESS
F.O.
36
36
180
30
120
24
50
20 < LESS
F.O.
42
42
220
36
160
30
80
24
40
20 < LESS
F.O.
48
48
250
42
180
36
90
30
40
24 < LESS
F.O.
F.O. = FITTING ONLY
\-ANGLE OF DIRECTION CHANGE
�4/v/ HORIZONTAL BEND
UPPER BEND
ANGLE OF 45°
DIRECTION CHANGE
RUN
0
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L
—=MOO
DEAD END
LOWER BEND
�//T
ANGLE OF 450
DIRECTION CHANGE Li
VERTICAL OFFSET PROFILE
BRANCH
L L
RUN
NOTES: VALVE
1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL
BE A TOTAL DISTANCE OF 30 FEET (MIN.).
2. PAY ITEM—" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC.
3. PAY ITEM-- DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE.
MECHANICAL RESTRAINT DETAILS - 11
JANUARY 2015
PLATE W-31 D
+ PIPE
THREADED STEEL ROD W/NUTS &
MECHANICAL JOINT TEE i� WASHERS (TYP) LENGTH AS REQUIRED
MECHANICAL JOINT TEE
ROUTE LOCATE WIRE IN
VALVE BOX (SEE S-49)
MECHANICAL JOINT VALVE
900 THREADED
STUB OUT LENGTH SHALL EYE BOLTS W/NUTS
BE 20 L.F.(MIN.) WITH
JOINT RESTRAINTS
PIPE BELL RESTRAINT
THREADED STEEL ROD
W/NUT & LOCK ID I
WASHERS (TYP) SOCKET CLAMP WITH SOCKET CLAMP
(LENGTH AS REQUIRED) WASHERS (TYP.)
PLUG ANCHOR STRAP
MECHANICAL JOINT PLUG
LOCATE WIRE (TO BOX)
(SEE NOTE #2) A —� A
PLAN
16 11�11 Al
SECTION "A -A"
NOTES:
1. IN LIEU OF BELL/ROD RESTRAINTS, MECHANICAL JOINT RESTRAINTS MAY BE USED.
2. LOCATING WIRE REQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION.
3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS:
3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4" ROD)
10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD)
14" - 16" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT (3/4" ROD)
18" - 20" DIAMETER MAIN - 8 TIE RODS REQUIRED PER JOINT (3/4" ROD)
24" DIAMETER MAIN -12 TIE RODS REQUIRED PER JOINT (3/4" ROD)
30" - 36" DIAMETER MAIN -14 TIE RODS REQUIRED PER JOINT (1" ROD)
42" - 48" DIAMETER MAIN -16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)
54" DIAMETER MAIN -18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)
4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT, IF POSSIBLE. THE STUB OUT SHALL
EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET (MIN.) WHERE POSSIBLE.
PLUGGED DEAD END USING
MECHANICAL RESTRAINTS
JANUARY 2015 PLATE W-37
V No
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Project No.:
16-01-0006
Designed:
Drawn:
J.E.W.
D.C.G.
Checked:
0. C.:
T.B.W.
R.C.W.
Date:
NOVEMBER
12, 2015
Scale:
Sheet 1 0 E
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INSI
5 ORM
ANHOI
INSTALL SILT FENCE P 8.3.3
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SEDIMENT
TREE BARRIER SHALL BE
1.
SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND.
2.
PLACED TO THE OUTER LIMITS
3.
4.
CONTRACTOR SHALL INSTALL HAY BALES OR SEDIMENT FILTER AROUND EACH INLET.
SILT FENCE, HAY BALES AND OTHER ELEMENTS SHOWN HEREON ARE GRAPHICAL
REPRESENTATIONS AND ARE NOT MEANT TO BE EXACT. GENERALLY, THESE OBJECTS ARE
INSTALLED OUTSIDE LIMITS OF UPLAND BUFFERS, WITHIN PROJECT BOUNDARY AND OUTSIDE
LIMITS OF CONSERVATION AREAS AND JURISDICTIONAL WETLANDS. IT IS UP TO THE CONTRACTOR
TO LOCATE ALL UPLAND BUFFERS AND WETLANDS PRIOR TO CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL PLACE THESE ELEMENTS AS CLOSE AS PRACTICAL WITHOUT DISTURBING
4.
3.
OF TREE DRIPLINE, 6' MINIMUM
4.
CONTRACTOR SHALL INSTALL HAY BALE -S OR SEDIMENT FILTER AROUND EACH INLET.
INSTALL 3' TREE'
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FENCE ALONG AREAS
11
TO BE PROTECTED
(SEE NOTES)
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PRESERVED UNDERSTORY
TREE PROTECTION DETAIL
N.T.S.
TREE PROTECTION N T :
1. ALL PROTECTED SHALL BE PROTECTED FROM DAMAGE TO TOPS, TRUNKS AND ROOTS.
SHOULD ANY DAM G CCUR TO ANY EXISTING TREE TO REMAIN, CONTACT OWNER'S
REPRESENTATIVE.
2. PRIOR TO DEMOUI CONTRACTOR SHALL TAG TREES TO REMAIN AS SPECIFIED BY CONTACT
OWNER'S REPRESE IT VE.
3. INSTALL TREE PROfIE ON FENCE PRIOR TO ANY LAND DISTURBANCE. KEEP FENCE UPRIGHT,
FREE OF SILT AND I OOD REPAIR UNTIL PROJECT COMPLETION.
4. WHERE EXCAVATIN NEW CONSTRUCTION IS REQUIRED WITHIN DRIP LINE OF TREES, HAND
EXCAVATE TO MINI I DAMAGE TO ROOT SYSTEMS.
5. TREE PROTECTION A S ARE TO REMAIN UNDISTURBED, FREE OF ANY DEBRIS, PROHIBITED TO
ANY FOOT OR VE' C R TRAFFIC AND THE STORAGE OF ANY CONSTRUCTION MATERIALS.
6. PROVIDE A PRE— S BARRICADE, POLYPROPYLENE HI VUE ORANGE FENCE, REINFORCED W/
#5 REBAR ® 10 C. OUND ALL TREES TO BE PRESERVED AS SHOWN ON PLANS. PROVIDE
SILT FENCE ALONG U ILL SIDE OF TREE PROTECTION FENCES.
7. A WATERPROOF, RIAGI IGN SHALL BE AFFIXED TO EACH INDIVIDUAL BARRICADE, SUCH THAT
THERE IS ONE SIGN Y FIFTEEN FEET ALONG THE LENGTH OF THE BARRICADE. THE SIGNS
SHALL CONTAIN THE LLOWING WORDS, AND WILL BE MADE AVAILABLE BY THE CITY AT THE
TIME OF PERMIT ISS CE: NO GRADE CHANGE, STORAGE OF MATERIALS, VEHICLES OR
EQUIPMENT IS PER I D WITHIN THIS TREE PROTECTION ZONE. THIS TREE PROTECTION
BARRIER MUST NO REMOVED WITHOUT THE WRITTEN AUTHORIZATION OF THE CITY OF
ATLANTIC BEACH. NFORMATION, CALL (904) 247-5800.
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ElEVA71ON — 7.89
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.
4.
CONTRACTOR SHALL INSTALL HAY BALES OR SEDIMENT FILTER AROUND EACH INLET.
SILT FENCE, HAY BALES AND OTHER ELEMENTS SHOWN HEREON ARE GRAPHICAL
REPRESENTATIONS AND ARE NOT MEANT TO BE EXACT. GENERALLY, THESE OBJECTS ARE
INSTALLED OUTSIDE LIMITS OF UPLAND BUFFERS, WITHIN PROJECT BOUNDARY AND OUTSIDE
LIMITS OF CONSERVATION AREAS AND JURISDICTIONAL WETLANDS. IT IS UP TO THE CONTRACTOR
TO LOCATE ALL UPLAND BUFFERS AND WETLANDS PRIOR TO CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL PLACE THESE ELEMENTS AS CLOSE AS PRACTICAL WITHOUT DISTURBING
4.
3.
UPLAND BUFFERS, ADJACENT PROPERTIES AND/OR WETLAND / CONSERVATION AREAS.
4.
CONTRACTOR SHALL INSTALL HAY BALE -S OR SEDIMENT FILTER AROUND EACH INLET.
5• -.I I I I I ..
ElEVA71ON — 7.89
CLEARING
NOTES:
1.
SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND.
2.
CONTRACTOR SHALL PROTECT TREES TO REMAIN WITH TREE PROTECTION FENCING PRIOR TO
CLEARING IN ACCORDANCE WITH APPROVED LANDSCAPE PLANS. REFER TO LANDSCAPE PLANS
/ TREE MITIGA11ON PLANS FOR TREES TO REMAIN UNCLEARED AND LOCATION OF TREE
PROTECTION FENCING AND DETAILS.
3.
CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT NO CLEARING OCCURS OUTSIDE THE
LIMITS OF WORK SHOWN HEREIN AND SHALL BE RESPONSIBLE FOR DAMAGE TO PRESERVED
TREES OUTSIDE THE LIMITS OF CLEARING.
4.
3.
CONTRACTOR SHALL BE RESPONSIBLE TO CLEAR AND GRADE ALL AREAS AS REQUIRED TO
COMPLETE SITE WORK AND SHALL MAINTAIN AND INSTALL ALL TREE FENCING AS REQUIRED.
CONTRACTOR SHALL PROVIDE HAY BALES AT ALL DEWATERING SUMPS.
4.
CONTRACTOR SHALL INSTALL HAY BALE -S OR SEDIMENT FILTER AROUND EACH INLET.
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Project No.:
16-01-0006
Designed:
Drawn:
J.E.W.
D.C.G.
Checked:
O.C.:
T.B.W.
R.C.W.
Date:
NOVEMBER
12, 2015
Scale:
1"=30'
11
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OWNER'S
PROJECT NAME AND LOCATIO
AQUATIC TOWNHOMES
ATLANTIC BEACH, FL
OWNER NAME AND ADDRESS
TRIBRIDGE RESIDENTIAL
1575 NORTHSIDE DRIVE,
BUILDING 100, SUITE 200
ATLANTA, GEORGIA 30318
DESCRIPTION:
CONSTRUCTION OF A MULTIFAMII
6 BUILDINGS (23 UNITS) AND A
CONSTRUCTION WILL CONSIST OF
MATERIAL, FILLING, GRADING, Uh
AND RELATED INFRASTRUCTURE
SOIL DISTURBING ACTIVITIES WILI
GRUBBING; EARTHWORK, PAVEMI
SEWER, AND PREPARATION FOR
RUNOFF COEFFICIENT:
1. PRE-CONSTRIL
2. DURING
3. POST -CON
SOILS:
SEE SOIL BORING REPORT I
SITE MAPS:
* SEE ATTACHED GRADING PL
AREAS OF SOILS, DISTURBO
PROTECTED AREAS, MAJOR
AND STORM WATER DISCHA
* SEE ATTACHED EROSION &
TEMPORARY STABILIZATION
* SEE GENERAL NOTES FOR I
PERMANENT STABILIZAII
SITE AREA:
1. TOTAL AREA OF SITE _
2. TOTAL AREA TO BE DISTUF
NAME OF RECEIVING WATERS: II'
HOPKINS CREEK
THIS PLAN UTILIZES BEST M
EROSION AND TURBIDITY CA
TURBIDITY PLAN HAS BEEN I
PLACEMENT OF THESE CON
TO INSTALL AND MAINTAIN E
THE PLAN IS PROVIDING THE
STATE AND LOCAL LAWS.R
VERBAL DESCRIPTION OF TH C
STORM WATER MANAGEMENT
STORM WATER DRAINAGE
STORM SEWER PIPES
FOR THE PROJECT. AREAS
WILL BE REGRADED SHALL BE S'
COMPLETE WHEN CONSTRUCTION
HAVE BEEN REGRADED, 0_0 AC
TO A WET DETENTION SYSTEM
FACILITY. WHERE PRACTICAL,
INTERCEPT SEDIMENT BEFORE'
TIMING
REFER TO ' CONTRA,
CONTROL/MEASURES.
QUIREMENTS
IENTIAL DEVELOPMENT WITH
AMENITY / PARK AREA.
AL OF UNSUITABLE
UND UTILITIES, ROADWAYS
DUDE: CLEARING AND
AND GRADING; STORM
1L PLANTING AND SEEDING.
80
)N - 94
I = 94
SOILS DATA
FOR PRE & POST DEVELOPMENT GRADES,
LOCATION OF SURFACE WATERS, WETLANDS,
UCTURAL AND NONSTRUCTURAL CONTROLS
POINTS.
BIDITY CONTROL PLAN FOR LOCATION OF
CTICES, AND TURBIDITY BARRIERS
IIREMENTS FOR TEMPORARY AND
Ac.
3.71+ Ac.
:NT PRACTICES TO CONTROL
STORM WATER RUN OFF. AN EROSION AND
D TO INSTRUCT THE CONTRACTOR ON
IS THE CONTRACTORS RESPONSIBILITY
IROLS PER PLAN AS WELL AS ENSURING
t PROTECTION AS REQUIRED BY FEDERAL,
"CONTRACTORS RESPONSIBILITY FOR A
OLS THAT MAY BE IMPLEMENTED.
PROVIDED BY (DESRIPTION: )
ARE NOT TO BE CONSTRUCTED ON, BUT
ZED IMMEDIATELY AFTER GRADING IS
COMPLETE, A TOTAL OF 1.71 ACRES WILL
LEFT UNDISTURBED. THE SITE DISCHARGES
SUBSURFACE STORMWATER MANAGEMENT
tARY SEDIMENT BASINS WILL BE USED TO
NG THE PERMANENT DETEN11ON BASIN.
FOR THE TIMING OF
CERTIFICATI
OF COMPLIANCE WITH
FEDERAL, STA
AND LOCAL REGULATIONS
IN ACCORDANCE WITH FEDER
STATE AND LOCAL LAWS RELATED TO STORM
WATER MANAGEMENT AND ER
AND TURBIDITY CONTROLS, THE FOLLOWING
PERMITS HAVE BEEN OBTAINE
AND EVALUATED THE INFORMATION
D.E.R. DREDGE/FILL
Y OF THE PERSON OR PERSONS WHO
C.O.E. DREDGE/FILL
#
S.J.R.W.M.D. M.S.S.W. „
E INFORMATION SUBMITTED IS, TO THE
PO4UIW
PREVENTION PLAN CERTIFICATION
1 CERTIFY UNDER PENALTY
W THAT THIS DOCUMENT AND ALL
ATTACHMENTS WERE PREP
NDER MY DIRECTION OR SUPERVISION IN
ACCORDANCE WITH A SYS
SIGNED TO ASSURE THAT QUALIFIED
PERSONNEL PROPERLY GA
AND EVALUATED THE INFORMATION
SUBMITTED. BASED ON MY
Y OF THE PERSON OR PERSONS WHO
MANAGE THE SYSTEM, OR
PERSONS DIRECTLY RESPONSIBLE FOR
GATHERING THE INFORMATION,
E INFORMATION SUBMITTED IS, TO THE
BEST OF MY KNOWLEDGE AND
EF, TRUE, ACCURATE, AND COMPLETE. I
M AWARET THERE
IFICANT PENALTIES FOR SUBMITTING FALSE
AT
TIRE
SIBIUTY OF FINE AND IMPRISONMENT FOR
KNOWING VIOLATIONS.
SIGNED:
DATED:
GENERAL
THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S
REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION
AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE
ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT
CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE
OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE
REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING
THE SYSTEM INTO OPERATION.
SEQUENCE OF MAJOR ACTIVITIES:
THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:
1. INSTALL STABILIZED
9.
INSTALL UTILITIES, STORM SEWER,
CONSTRUCTION ENTRANCE
a�
CURBS & GUTTER.
2. INSTALL SILT FENCES AND HAY
10.
APPLY BASE TO PROJECT
BALES AS REQUIRED
11.
COMPLETE GRADING AND
3. CLEAR AND GRUB FOR DIVERSION
INSTALL PERMANENT
SWALES/DIKES AND SEDIMENT
SEEDING/SOD AND PLANTING
BASIN
12.
COMPLETE FINAL PAVING
4. CONSTRUCT SEDIMENTATION
13.
REMOVE ACCUMULATED
BASIN
SEDIMENT FROM BASINS
5. CONTINUE CLEARING AND
14.
WHEN ALL CONSTRUCTION
GRUBBING
ACTIVITY IS COMPLETE AND THE
6. STOCK PILE TOP SOIL IF REQUIRED
SITE IS STABILIZED, REMOVE ANY
7. PERFORM PRELIMINARY GRADING
TEMPORARY DIVERSION
ON SITE AS REQUIRED
SWALES/DIKES AND RESEED/SOD
8. STABILIZE DENUDED AREAS AND
AS REQUIRED
STOCKPILES AS SOON AS
PRACTICABLE
TIMING OF CONTROLS/MEASURES
AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES
AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT
BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY
OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE
INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN
AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE
WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE
ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS
AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED
IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN.
CONTROLS
IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND
TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL
PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE
CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY
TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE.
THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN
ON THE EROSION AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL
MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND
LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST
MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS
REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED
TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT
SITE BY THE REGULATORY AGENCIES.
EROSION AND SEDIMENT CONTROLS
STABILIZATION PRACTICES
1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW
DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE
FOLLOWING LIMITATIONS:
A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT.
B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM
CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES.
C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS.
D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE
BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE
THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES
SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE
AGAINST WASHOUT.
REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY
BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER
LOCATION, MATERIAL & USAGE
2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW
DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE
FOLLOWING LIMITATIONS:
A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT.
B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM
CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES.
REFER TO CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION
OF THE FILTER FABRIC BARRIER.
3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED
BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE
ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE.
4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT -
FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE
GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE
APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE
CONTRACTOR'S REQUIREMENTS
CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL
UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO
RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED
IN ACCORDANCE TO CITY STANDARD DETAIL D-914.
5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE
STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF
THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER
COLLECTION FACILITY.
6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODEABLE
SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR
EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES.
THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN
EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF
ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT
OF SEDIMENTS.
7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE
DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM
RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS
THAT MAY CONTRIBUTE SEDIMENT TO THE INLET.
B. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS
AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND
RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED
WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY
COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT
LATER COMPETE WITH THE PERMANENT GRASSING.
9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT
FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE
SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES
LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED
AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH.
10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S)
SHAD. BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER
SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING
CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.
TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED
FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS.
11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE
TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75
PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND
ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED
VEGETATIVE COVER.
12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND
CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE
MAIN-rAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO
FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED.
13. PERMANENT EROSION CONTROL- THE EROSION CONTROL FACILITIES OF
THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON 7HE
OFFSITE FACILITIES.
14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY
CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST
PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL
VEGETATION. SLOPES STEEPER THAN 4.1 SHALL BE SEEDED AND MULCHED
OR SODDED.
STRUCTURAL PRACTICES
1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE
USED TO DIVERT RUNOFF THROUGH A SEDIMENT -TRAPPING FACILITY.
AND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914.
2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALUiD IN
AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF
DISCHARGE FROM A DISTURBED AREA.
THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER
INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION
DIKE:
A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS
APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING ARO1JND
THE STRUCTURE. REFER TO D-902 FOR CONSTRUCTION OF A
CURB INLET SEDIMENT FILTER, AND D-904 FOR CONSTRUCTION OF A
DROP INLET SEDIMENT FILTER.
B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE
HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE
PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED
AREAS. REFER TO D-903 FOR CONSTRUCTION OF CURB INLET & DROP
SEDIMENT TRAP.
C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE
THE INLET DRAINS A RELATIVELY FLAT AREA (S < 5X) AND WHERE
SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL THIS METHOD
SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH
AS IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR
CONSTRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER.
3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND
PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION
& SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES &
HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE
DISCHARGING STRUCTURE AS SHOWN CNV THE OUTLET PROTECTION DETAIL
4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE
LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES
AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY
PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE
SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF
STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE.
THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT
APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS
THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL
STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE
DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT
BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN
ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL ALL
SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS
MUST BE REMOVED UPON FINAL STABILIZATION.
OTHER CONTROLS
WASTE DISPOSAL
WASTE MATERIALS
ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE
COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE
DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT
REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE
TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL ALL
PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT
PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE
PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE
CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES
THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR
SEEING THAT THESE PROCEDURES ARE FOLLOWED.
HAZARDOUS WASTE
ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE
MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE
MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE
PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO
MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR
SEEING THAT THESE PRACTICES ARE FOLLOWED.
SANITARY WASTE
ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS
NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED
AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL
REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS.
OFFSITE VEHICLE TRACKING
A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP
REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT
TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS
MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING
MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A
TARPAULIN.
INVENTORY FOR POLLUTION PREVENTION PLAN
THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE
PRESENT ONSITE DURING CONSTRUCTION:
® Concrete ® Fertilizers ® Wood
® Asphalt ® Petroleum Based Products ® Masonry Blocks
® Tar ® Cleaning Solvents ® Roofing Materials
® Detergents ® Paints ® Metal Studs
SPILL PREVENTION
MATERIAL MANAGEMENT PRACTICES
THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL
BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE
OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.
GOOD HOUSEKEEPING
THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED
ONSITE DURING THE CONSTRUCTION PROJECT.
* AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO
DO THE JOB.
* ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY
MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A
ROOF OR OTHER ENCLOSURE.
* PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE
ORIGINAL MANUFACTURER'S LABEL
* SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS
RECOMMENDED BY THE MANUFACTURER.
* WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE
DISPOSING OF THE CONTAINER.
* MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL
WILL BE FOLLOWED.
* THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS
ONSITE RECEIVE PROPER USE AND DISPOSAL
HAZARDOUS PRODUCTS
THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH
HAZARDOUS MATERIALS.
* PRODUCTS WALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT
RESEALABLE.
* ORIGINAL LABELS AND MATERIAL SAFETY DATA WALL BE RETAINED; THEY
CONTAIN IMPORTANT PRODUCT INFORMATION.
* IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL
AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WALL BE
FOLLOWED.
PRODUCT SPECIFIC PRACTICES
THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE:
PETROLEUM PRODUCTS
ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE
REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF
LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED
CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES
USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S
RECOMMENDATIONS.
FERTILIZERS
FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS
RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL
BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER.
STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY
PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A
SEALABLE PLASTIC BIN TO AVOID SPILLS.
PAINTS
ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT
REQUIRED FOR USE EXCESS PAINT WILL NOT BE DISCHARGED TO THE
STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING
TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS.
CONCRETE TRUCKS
CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE
SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE.
SPILL CONTROL PRACTICES
IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT
PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE
FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVEN11ON AND
CLEANUP:
MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE
CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE
PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP
SUPPLIES.
MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT
IN THE MATERIAL STORAGE AREA ONSITE EQUIPMENT AND MATERIALS WILL
INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS,
GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY UTTER OR EQUAL),
SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY
FOR THIS PURPOSE.
ALL SPILLS Will BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.
THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL
WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM
CONTACT WITH A HAZARDOUS SUBSTANCE.
SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE
APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE
SIZE OF THE SPILL.
THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO
PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP
THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILI, WHAT
CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.
THE SITE SUPERINTF]VDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE
OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR.
HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO
WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE
INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE
OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL
PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF
APPLICABLE, IN THE OFFICE TRAILER ONSITE
MAINTENANCE/INSPECTION PROCEDURES
EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES
THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE
USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS.
* NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME
WITHOUT WRITTEN PERMISSION FROM THE ENGINEER.
* ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT,
THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR
SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND
FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER.
* ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING
ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF
REPORT.
* BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS
REACHED ONE-THIRD THE HEIGHT OF THE FENCE.
* SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO
SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND
TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.
* THE SEDIMENT BASINS WALL BE INSPECTED FOR THE DEPTH OF SEDIMENT,
AND BUILT UP SEDIMENT WALL BE REMOVED WHEN IT REACHES 10
PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB,
WHICHEVER COMES FIRST.
* DIVERSION DIKES/SWALES WALL BE INSPECTED AND ANY BREACHES
PROMPTLY REPAIRED.
* TEMPORARY AND PERMANENT SEEDING AND PLANTING WALL BE INSPECTED
FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
* A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH
INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE
INSPECTOR IS ATTACHED.
THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND
AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL,
STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION
PLANS, OR STORM WATER MANAGEMENT PLANS.
THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM
WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM
THE DATE THAT THE SITE IS FINALLY STABIUZED AND THE NOTICE OF
TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS
OF NON-COMPLIANCE.
* THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO
WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR
ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE
REPORT.
* PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE
RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE.
SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND
MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND
SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.
NON -STORM WATER DISCHARGES
IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES
WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD:
* WATER FROM WATER UNE FLUSHING
* PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR
HAZARDOUS MATERIALS HAVE OCCURRED).
* UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION).
ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT
BASIN PRIOR TO DISCHARGE
CONTRACTOR'S CERTIFICATION
I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND
CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER
DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE
CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION.
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Project No.:
16-01-0006
Designed: Drawn:
J.E.W. D.C.G.
Checked: 0. C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
Sheet 12
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EXISTING DOG PARK
D0
i..
---------------------- v
—------------------------�
e.; SN
z i :.D
LIMITS OF CLEARING—
TREE BARRICADE (TYP.)
INSTALL
FENCE ALONG
TO BE PR
(SEES
3'
N
TREE BARRIER SHALL BE
PLACED TO THE OUTER LIMITS
OF TREE DRIPLINE, 6' MINIMUM
EE
AS
D
S)
WHICH IS REPRESENTATIVE 01= A SITE PREVIOUSLY USED FOR DUMPING HOUSEHOLD WASTE. THESE
CONDITIONS ARE UNSUITABLE FOR DEVELOPMENT AND FOR HEALTHY GROWTH OF DESIRABLE TREES. PER
SECTION 23-8. DEFINITIONS, ,ADVERSE SITE CONDITIONS SHALL MEAN EXISTING SITE CONDITIONS THAT
UNFAVORABLY AFFECT THE IMPLEMENTION OF THE PROVISIONS OF THIS CHAPTER AND THAT HINDER PLANT
VIABILITY AND GROWTH. (2) EXISTING AREAS OF BURIED SOLID WASTE AT A DEPTH THAT WOULD AFFECT
VIABILITY OF PRESERVED OR PLANTED MATERIAL.
PER RESOLUTION NO. 16-02 THE SITE HAS BEEN DESIGNATED AS A BROWNRELD.
REFER TO REPORT OF GEOTECHNICAL EXPLORATION BY ELLIS & ASSOCIATES, INC. DATED OCTOBER 26, 2015.
(E&A PROJECT NO. 3719-001�)) THE SOIL BORINGS REVEAL THAT THE SITE CONTAINS LARGE AMOUNTS OF
TRASH THAT ARE AT DE.PTHS RANGING FROM 0I TO 8.5'DEPTH. THE PROJECT E PROPOSES TO REMOVE THE
TRASH ONSITE. THE UNFAVO CABLE CONDITIONS AND THE SOIL DISTURBING ACTIVITIES REQUIRED TO REMOVE
PRESERVED UNDERSTORY
MITIGATION IS PROPOSED FO ' THE TREES LOCATED ON THIS BROWNFIELD SITE.
_X
TREE PROTECTION DETAIL
SF—
SILT FENCE
N.T.S.
TREE PROTE
N NOTES:
1.
ALL PROTE
D TREES SHALL BE PROTECTED FROM DAMAGE TO TOPS, TRUNKS AND ROOTS.
SHOULD IN
AMAGE OCCUR TO ANY EXISTING TREE TO REMAIN, CONTACT OWNER'S
REPRESE
2.
PRIOR TO
OUTTON, CONTRACTOR SHALL TAG TREES TO REMAIN AS SPECIFIED BY CONTACT
OWNER'S R
ESENTATIVE.
3.
INSTALL TR
PROTECTION FENCE PRIOR TO ANY LAND DISTURBANCE. KEEP FENCE UPRIGHT,
FREE OFJJ'S�I
AND IN GOOD REPAIR UNTIL PROJECT COMPLETION.
4.
WHERE EKC
TING FOR NEW CONSTRUCTION IS REQUIRED WITHIN DRIP LINE OF TREES, HAND
EXCAVATI=
MINIMIZE DAMAGE TO ROOT SYSTEMS.
5.
TREE PRO
ON AREAS ARE TO REMAIN UNDISTURBED, FREE OF ANY DEBRIS, PROHIBITED TO
ANY F00
VEHICULAR TRAFFIC AND THE STORAGE OF ANY CONSTRUCTION MATERIALS.
6.
PROVIDE A
E—POSTED BARRICADE, POLYPROPYLENE HI VUE ORANGE FENCE, REINFORCED W/
#5 REBA
0 O.C. AROUND ALL TREES TO BE PRESERVED AS SHOWN ON PLANS. PROVIDE
SILT FENCE
ONG UPHILL SIDE OF TREE PROTECTION FENCES.
7.
A WATER P
F. RIGID SIGN SHALL BE AFFIXED TO EACH INDIVIDUAL BARRICADE. SUCH THAT
THERE I
SIGN EVERY FIFTEEN FEET ALONG THE LENGTH OF THE BARRICADE. THE SIGNS
SHALL 0 N
N THE FOLLOWING WORDS, AND WILL BE MADE AVAILABLE BY THE CITY AT THE
TIME OFT'
IT ISSUANCE: NO GRADE CHANGE, STORAGE OF MATERIALS, VEHICLES OR
EQUIPM T
PERMITTED WITHIN THIS TREE PROTECTION ZONE. THIS TREE PROTEC11ON
BARRIER M
T NOT BE REMOVED WITHOUT THE WRITTEN AUTHORIZATION OF THE CITY OF
ATLANTIC
CH. FOR INFORMATION, CALL (904) 247-5800.
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TRhIEE MITIGATION
FOR C'.OMMERCIAL PROPERTIES
MITIGATION LOCATION INCHES MITIGATION MITIGATIONMITIGATION
REMOVED RATIO I: INCHES INCHES PROVIDEI
DOG PARK / CITY OF 385 1:1 385 492
ATLANTIC BEACH PARCEL
AQUATIC PARCEL 1599 1:2 799.5 688
TOTAL 1184.5
RELOCATED INCHES (ONSITE) 504
REPLACEMENT INCHES (SEE PLANT LIST) 927
BALANCE DUE 1431.0
PAYMENT CALCULATION
TOTAL PAYMENT DUE 0 X $123 = $0.00
y.. . ... . . .
h.......
,1
I
......._.......
BENCH MARK:
EAST RIM OF SANITARY MANHOLE
ELEVATION - 8.17 N.A.VD. 1980 DATUM .a
BENCH MAW(
SET MAG NAIL IN
CONCRETE
ELEVATION - 7.89
A
— N,V-0. 1988 DATUM �.
,
e ;
THE SITE CONTAINS LARGE AMOUNTS OF BURIED TRASH CONSISTING OF PLASTIC, PAPER, GLASS AND WOOD
WHICH IS REPRESENTATIVE 01= A SITE PREVIOUSLY USED FOR DUMPING HOUSEHOLD WASTE. THESE
CONDITIONS ARE UNSUITABLE FOR DEVELOPMENT AND FOR HEALTHY GROWTH OF DESIRABLE TREES. PER
SECTION 23-8. DEFINITIONS, ,ADVERSE SITE CONDITIONS SHALL MEAN EXISTING SITE CONDITIONS THAT
UNFAVORABLY AFFECT THE IMPLEMENTION OF THE PROVISIONS OF THIS CHAPTER AND THAT HINDER PLANT
VIABILITY AND GROWTH. (2) EXISTING AREAS OF BURIED SOLID WASTE AT A DEPTH THAT WOULD AFFECT
VIABILITY OF PRESERVED OR PLANTED MATERIAL.
PER RESOLUTION NO. 16-02 THE SITE HAS BEEN DESIGNATED AS A BROWNRELD.
REFER TO REPORT OF GEOTECHNICAL EXPLORATION BY ELLIS & ASSOCIATES, INC. DATED OCTOBER 26, 2015.
(E&A PROJECT NO. 3719-001�)) THE SOIL BORINGS REVEAL THAT THE SITE CONTAINS LARGE AMOUNTS OF
TRASH THAT ARE AT DE.PTHS RANGING FROM 0I TO 8.5'DEPTH. THE PROJECT E PROPOSES TO REMOVE THE
TRASH ONSITE. THE UNFAVO CABLE CONDITIONS AND THE SOIL DISTURBING ACTIVITIES REQUIRED TO REMOVE
THE TRASH FROM THE SITE WILL PREVENT THE APPLICANT FROM PRESERVING THE TREES ONSITE. THUS, NO
MITIGATION IS PROPOSED FO ' THE TREES LOCATED ON THIS BROWNFIELD SITE.
_X
TREE BARRICADE
y.. . ... . . .
h.......
,1
I
......._.......
BENCH MARK:
EAST RIM OF SANITARY MANHOLE
ELEVATION - 8.17 N.A.VD. 1980 DATUM .a
BENCH MAW(
SET MAG NAIL IN
CONCRETE
ELEVATION - 7.89
A
— N,V-0. 1988 DATUM �.
,
e ;
NON—PROTECTED TREE
TO BE REMOVED (TYP.)
UMITS OF CLEARING
SILT FENCE (TYP.)
PROTECTED TREE TO
BE REMOVED (TYP.)
LEGEND
Q
TREE TO BE PRESERVED
SET MAG NAL IN
PROTECTED TREE TO
864
BE REMOVED
ELEVATION - 4.82
NON -PROTECTED TREE
864
TO BE REMOVED
LIMITS OF CLEARING
_X
TREE BARRICADE
SF—
SILT FENCE
NON—PROTECTED TREE
TO BE REMOVED (TYP.)
UMITS OF CLEARING
SILT FENCE (TYP.)
PROTECTED TREE TO
BE REMOVED (TYP.)
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Sheet 13A
_
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** EXISTING PALMS TO BE RELOCATED; SEE LANDSCAPE PLAN FOR NEW
LOCATION
AQUATIC PROPERTY- MITIGATION TABLE
PROPERTY- MITIGATION TABLE
TREE
NO.
SIZE
(DBH INCHES)
TYPE
(COMMON NAME)
STATUS INCHES
REMOVED
42
14
TWIN MIMOSA
NON PROTECTIVE
0
43
17
HICKORY
PROTECTIVE
17
44
16
TRIPLE MIMOSA
NON PROTECTIVE
0
45
9
MIMOSA
NON PROTECTIVE
0
46
11
TWIN MIMOSA
NON PROTECTIVE
0
47
16
MAPLE
PROTECTIVE
16
48
10
MAPLE
PROTECTIVE
10
49
14
MAPLE
PROTECTIVE
14
50
11
TWIN MAPLE
PROTECTIVE
11
51
11
HACKBERRY
PROTECTIVE
11
52
11
HACKBERRY
PROTECTIVE
11
53
14
HICKORY
PROTECTIVE
14
54
17
HACKBERRY
PROTECTIVE
17
55
21
MAPLE
PROTECTIVE
21
56
17
MAPLE
PROTECTIVE
17
57
26
MAPLE
PROTECTIVE
26
58
21
TWIN MAPLE
PROTECTIVE
21
59
13
MAPLE
PROTECTIVE
13
60
15
HICKORY
PROTECTIVE
15
61
10
HICKORY
PROTECTIVE
10
62
10
MAPLE
PROTECTIVE
10
63
12
LAUREL OAK
PROTECTIVE
12
64
10
LAUREL OAK
PROTECTIVE
10
65
13
MAPLE
PROTECTIVE
13
66
16
HACKBERRY
PROTECTIVE
16
67
24
TWIN HICKORY
PROTECTIVE
24
68
8
HACKBERRY
NON PROTECTIVE
0
69
15
TWIN HACKBERRY
PROTECTIVE
15
70
12
HACKBERRY
PROTECTIVE
12
71
9
HACKBERRY
NON PROTECTIVE
0
72
9
LAUREL OAK
NON PROTECTIVE
0
73
10
HACKBERRY
PROTECTIVE
10
74
8
MAPLE
NON PROTECTIVE
0
75
8
MIMOSA
NON PROTECTIVE
0
76
7
HACKBERRY
NON PROTECTIVE
0
77
16
TRIPLE MAPLE
PROTECTIVE
16
78
7
HACKBERRY
NON PROTECTIVE
0
79
9
HACKBERRY
NON PROTECTIVE
0
80
9
HACKBERRY
NON PROTECTIVE
0
81
11
HACKBERRY
PROTECTIVE
11
82
9
LAUREL OAK
NON PROTECTIVE
0
83
18
LAUREL OAK
PROTECTIVE
18
84
6
MAPLE
NON PROTECTIVE
0
85
14
TWIN HACKBERRY
PROTECTIVE
14
86
21
TWIN HACKBERRY
PROTECTIVE
21
87
15
HACKBERRY
PROTECTIVE
15
88
14 **
PALM
PROTECTIVE
0
89
14 **
PALM
PROTECTIVE
0
90
14 **
PALM
PROTECTIVE
0
91
11
MIMOSA
NON PROTECTIVE
0
92
18
HACKBERRY
PROTECTIVE
18
93
20
MIMOSA
NON PROTECTIVE
0
94
7
HACKBERRY
NON PROTECTIVE
0
95
15 **
PALM
PROTECTIVE
0
96
7
MAPLE
NON PROTECTIVE
0
97
8
HACKBERRY
NON PROTECTIVE
0
98
9
HACKBERRY
NON PROTECTIVE
0
99
17
MAPLE
PROTECTIVE
17
100
23 **
PALM
PROTECTIVE
0
101
10
CAMPHOR
NON PROTECTIVE
0
102
21
MAPLE
PROTECTIVE
21
103
12 **
PALM
PROTECTIVE
0
104
12 **
PALM
PROTECTIVE
0
105
20
MAPLE
PROTECTIVE
20
106
17 **
PALM
PROTECTIVE
0
107
17
MAPLE
PROTECTIVE
17
108
12
TWIN MAPLE
PROTECTIVE
12
109
25
MAPLE
PROTECTIVE
25
110
11
HICKORY
PROTECTIVE
11
111
9
MAPLE
NON PROTECTIVE
0
112
13
HICKORY
PROTECTIVE
13
113
12
MAPLE
PROTECTIVE
12
114
10
HACKBERRY
PROTECTIVE
10
115
14
HICKORY
PROTECTIVE
14
116
23
TWIN MAPLE
PROTECTIVE
23
117
8
WATER OAK
NON PROTECTIVE
0
118
12
MAPLE
PROTECTIVE
12
119
13 **
PALM
PROTECTIVE
0
120
16
HICKORY
PROTECTIVE
16
121
17 **
PALM
PROTECTIVE
0
122
14
PINE
PROTECTIVE
14
123
12
PINE
PROTECTIVE
12
124
16 **
PALM
PROTECTIVE
0
125
15 **
PALM
PROTECTIVE
0
126
20
PINE
PROTECTIVE
20
127
8
PINE
NON PROTECTIVE
0
128
17
TALLOW
NON PROTECTIVE
0
129
16 **
PALM
PROTECTIVE
0
130
11
MAPLE
PROTECTIVE
11
131
10
PINE
PROTECTIVE
10
132
10
MAPLE
PROTECTIVE
10
133
14 **
PALM
PROTECTIVE
0
134
18 **
PALM
PROTECTIVE
0
135
18 **
PALM
PROTECTIVE
0
136
22 **
PALM
PROTECTIVE
0
137
17 **
PALM
PROTECTIVE
0
138
18 **
PALM
PROTECTIVE
0
139
13
TRIPLE HACKBERRY
PROTECTIVE
13
** EXISTING PALMS TO BE RELOCATED; SEE LANDSCAPE PLAN FOR NEW
LOCATION
AQUATIC
PROPERTY- MITIGATION TABLE
SIZE
(DBH INCHES)
TREE
NO.
SIZE
(DBH INCHES)
TYPE
(COMMON NAME)
STATUS
INCHES
REMOVED
140
9
PALM
NON PROTECTIVE
0
141
20 **
PALM
PROTECTIVE
0
142
18 **
PALM
PROTECTIVE
0
143
13
HICKORY
PROTECTIVE
13
144
10
HICKORY
PROTECTIVE
10
145
24
TWIN MAPLE
PROTECTIVE
24
146
17 **
PALM
PROTECTIVE
0
147
11
HACKBERRY
PROTECTIVE
11
148
13
HACKBERRY
PROTECTIVE
13
149
10
HACKBERRY
PROTECTIVE
10
150
12
HACKBERRY
PROTECTIVE
12
151
11
HACKBERRY
PROTECTIVE
11
152
17 **
PALM
PROTECTIVE
0
153
18
MAPLE
PROTECTIVE
18
154
21
MAPLE
PROTECTIVE
21
155
20
MAPLE
PROTECTIVE
20
156
25
MAPLE
PROTECTIVE
25
157
21
MAPLE
PROTECTIVE
21
158
10
HICKORY
PROTECTIVE
10
159
15 **
PALM
PROTECTIVE
0
160
14 **
PALM
PROTECTIVE
0
161
14 **
PALM
PROTECTIVE
0
162
14
HACKBERRY
PROTECTIVE
14
163
7
HACKBERRY
NON PROTECTIVE
0
164
7
MAPLE
NON PROTECTIVE
0
165
12
HACKBERRY
PROTECTIVE
12
166
10
HACKBERRY
PROTECTIVE
10
167
9
HACKBERRY
NON PROTECTIVE
0
168
7
HACKBERRY
NON PROTECTIVE
0
169
7
HACKBERRY
NON PROTECTIVE
0
170
8
HACKBERRY
NON PROTECTIVE
0
171
6
HACKBERRY
NON PROTECTIVE
0
172
6
HACKBERRY
NON PROTECTIVE
0
173
21**
PALM
PROTECTIVE
0
174
15 **
PALM
PROTECTIVE
0
175
14
MAPLE
PROTECTIVE
14
176
22
TWIN MAPLE
PROTECTIVE
22
177
15 **
PALM
PROTECTIVE
0
178
11
MAPLE
PROTECTIVE
11
179
16
MAPLE
PROTECTIVE
16
180
12
MAPLE
PROTECTIVE
12
181
15
MAPLE
PROTECTIVE
15
182
13
MAPLE
PROTECTIVE
13
183
8
HACKBERRY
NON PROTECTIVE
0
184
6
HACKBERRY
NON PROTECTIVE
0
185
7
HACKBERRY
NON PROTECTIVE
0
186
8
HACKBERRY
NON PROTECTIVE
0
187
6
HACKBERRY
NON PROTECTIVE
0
188
9
HACKBERRY
NON PROTECTIVE
0
189
14
HACKBERRY
PROTECTIVE
14
190
15
HACKBERRY
PROTECTIVE
15
191
18
HACKBERRY
PROTECTIVE
18
192
12
HACKBERRY
PROTECTIVE
12
193
16 **
PALM
PROTECTIVE
0
194
17
MAPLE
PROTECTIVE
17
195
20
MAPLE
PROTECTIVE
20
196
19
MAPLE
PROTECTIVE
19
197
13
MAPLE
PROTECTIVE
13
198
14
MAPLE
PROTECTIVE
14
199
19
MAPLE
PROTECTIVE
19
200
13
MAPLE
PROTECTIVE
13
201
16
MAPLE
PROTECTIVE
16
202
27
TWIN MAPLE
PROTECTIVE
27
203
7
HACKBERRY
NON PROTECTIVE
0
204
6
HACKBERRY
NON PROTECTIVE
0
205
7
HACKBERRY
NON PROTECTIVE
0
206
17
HACKBERRY
PROTECTIVE
17
207
21
HACKBERRY
PROTECTIVE
21
208
13
MAPLE
PROTECTIVE
13
209
12
HACKBERRY
PROTECTIVE
12
210
9
HACKBERRY
NON PROTECTIVE
0
211
12
HACKBERRY
PROTECTIVE
12
212
10
HACKBERRY
PROTECTIVE
10
213
17 **
PALM
PROTECTIVE
0
214
9
HACKBERRY
NON PROTECTIVE
0
215
8
HACKBERRY
NON PROTECTIVE
0
216
7
HACKBERRY
NON PROTECTIVE
0
217
9
HACKBERRY
NON PROTECTIVE
0
218
18
TWIN MAPLE
PROTECTIVE
18
219
10
HACKBERRY
PROTECTIVE
10
220
10
LAUREL OAK
PROTECTIVE
10
221
12
HICKORY
PROTECTIVE
12
222
7
CATALPA
NON PROTECTIVE
0
223
11
MIMOSA
NON PROTECTIVE
0
224
16
MAPLE
PROTECTIVE
16
225
13
MAPLE
PROTECTIVE
13
226
18
MAPLE
PROTECTIVE
18
227
10
MAPLE
PROTECTIVE
10
228
13
HACKBERRY
PROTECTIVE
13
229
9
MAPLE
NON PROTECTIVE
0
230
15
HACKBERRY
PROTECTIVE
15
231
12
HACKBERRY
PROTECTIVE
12
TOTAL
1599
** EXISTING PALMS TO BE RELOCATED; SEE LANDSCAPE PLAN FOR NEW
LOCATION
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DOG PARK/CITY OF ATLANTIC BEACH PROPERTY
MITIGATION TABLE
TREE
NO.
SIZE
(DBH INCHES)
TYPE
(COMMON NAME)
STATUS
TOTAL INCHES
REMOVED
3
11
TRIPLE ELM
PROTECTED
11
4
11
TRIPLE ELM
PROTECTED
11
5
10
TWIN ELM
PROTECTED
10
6
13
TRIPLE ELM
PROTECTED
13
7
9
TWIN ELM
PROTECTED
9
8
16
TRIPLE ELM
PROTECTED
16
9
18
WATER OAK
PROTECTED
18
10
14
WATER OAK
PROTECTED
14
11
9
LAUREL OAK
PROTECTED
9
12
16
WATER OAK
PROTECTED
16
13
11
TRIPLE ELM
PROTECTED
11
14
14
TRIPLE ELM
PROTECTED
14
15
11
TRIPLE ELM
PROTECTED
11
16
10
TWIN ELM
PROTECTED
10
17
9
TWIN ELM
PROTECTED
9
18
9
TRIPLE ELM
PROTECTED
9
19
7
PINE
PROTECTED
7
20
8
PINE
PROTECTED
8
21
9
PINE
PROTECTED
9
22
8
PINE
PROTECTED
8
23
8
PINE
PROTECTED
8
24
9
PINE
PROTECTED
9
25
7
CHERRY
PROTECTED
7
26
9
PINE
PROTECTED
9
27
9
PINE
PROTECTED
9
28
9
PINE
PROTECTED
9
29
9
PINE
PROTECTED
9
30
8
PINE
PROTECTED
8
31
8
TWIN ELM
PROTECTED
8
32
9
PINE
PROTECTED
9
33
9
PINE
PROTECTED
9
34
9
PINE
PROTECTED
9
35
11
PIMN
PROTECTED
11
36
8
LAUREL OAK
PROTECTED
8
37
7
CYPRESS
PROTECTED
7
38
10
CYPRESS
PROTECTED
10
39
10
CYPRESS
PROTECTED
10
40
13
CYPRESS
PROTECTED
13
TOTAL
385
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16-01-0006
Designed:
Drawn:
J.E.W.
A.N.B.
Checked:
O.C.:
T.B.W.
R.C.W.
Date:
NOVEMBER
12, 2015
Scale:
Sheet 1 3 B
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*1 QV
*1 QV
NOTES:
15 LEGACY TREES (120 INCHES) @ 4" CALIPER SHALL BE PLANTED WITHIN THE PARKING PERIMETER
OF THE ADJACENT CHURCH PARKING LOT. COORDINATE LOCATION WITH THE OWNER.
*1 QV
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V ITARY MANHO�
TOP EL 6.98 ....- .............�"..
SOUTH INV. 0.73 ................�.
NEST INV. 0.72] IJ�
all
X11
• 911
S70RM MAN LE { U-^•
TOP EL = .82 1'' • 11
EAST INV. -2 7 11
n
11
11 3 TD
*2 TD B� N°" 1
_2 TD
2 TD
STORM DRAIN OLE VV xy \
..
8 ?S\ - 9. TOP - 8.53
- 3.43
— — FULL OF WATER
I
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P_ _ _ _ _ _ ._, ...,,. .. .... ,,... ,....
.... .. .
iia {04
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..._........\._...... ..;
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SANITARY MANHOLE
EAST RIM EL = 6.17
INV. N=1.31
INV. W. = 1.43 {......
(3) TRANSPLANTED—
PALMS (#119, 125,
& 135 FROM
MITIGATION TABLE
ON SHEET 13B)
NOTES:
* CONTRACTOR TO DISTRIBUTE THESE TREES IN ACCORDANCE WITH THE EXISTING TREES ON SITE. TREES SHALL_ NOT BE
CLOSER THAN 20' FROM OTHER TREES. COORDINATE LOCATIONS WITH THE CITY OF ATLANTIC BEACH FOR APPROVAL.
I
i
z
ATLANTIC
BEACH
.ms
TREE AND LANDSCAPE
REQUIREMENTS
TREE MITIGATION
PERIMETER VUA: SOUTHWEST
See Tree Mitigation Sheets 13A & 13B
VUA Frontage: 24 LF
•
k'11-11 11
{i
4�
1
TOTAL TREES
Provided landscape area: 240 SF
}' MITIGATION TABLE
Site Area: 74,333 (1.70 Ac)
Required trees (1 per 50 LF, 50% shade): 1 trees,
1 shade
STORM DRAIN OLE VV xy \
..
8 ?S\ - 9. TOP - 8.53
- 3.43
— — FULL OF WATER
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SANITARY MANHOLE
EAST RIM EL = 6.17
INV. N=1.31
INV. W. = 1.43 {......
(3) TRANSPLANTED—
PALMS (#119, 125,
& 135 FROM
MITIGATION TABLE
ON SHEET 13B)
NOTES:
* CONTRACTOR TO DISTRIBUTE THESE TREES IN ACCORDANCE WITH THE EXISTING TREES ON SITE. TREES SHALL_ NOT BE
CLOSER THAN 20' FROM OTHER TREES. COORDINATE LOCATIONS WITH THE CITY OF ATLANTIC BEACH FOR APPROVAL.
I
(4) TRANSPLANTED N ;
PALMS (#138, 142,
146, & 152 FROM
MITIGATION TABLE
ON SHEET 13B)
5 VO
(3) TRANSPLANTED
PALMS (#159, 160,
& 213 FROM
MITIGATION TABLE
ON SHEET 13B)
UNIT APT
BLDG.
.00s
11 ...ori"wm3:
1_.. QV �, L
2 UNIT APT. I
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ATLANTIC
BEACH
.ms
TREE AND LANDSCAPE
REQUIREMENTS
TREE MITIGATION
PERIMETER VUA: SOUTHWEST
See Tree Mitigation Sheets 13A & 13B
VUA Frontage: 24 LF
•
k'11-11 11
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Required landscape area (10 SF per LF): 240 S1=
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TOTAL TREES
Provided landscape area: 240 SF
}' MITIGATION TABLE
Site Area: 74,333 (1.70 Ac)
Required trees (1 per 50 LF, 50% shade): 1 trees,
1 shade
Required Minimum Trees (1 per 8,000 SF): 9
Provided trees: 1 trees, 1 shade
SOUTH INV. _ -D.BB
Provided Trees: 27 new
Shrubs required °
d 25 /o of landscape a area : 60 SF'
q (
\i
Minimum Shade Tree Percentage (> 50%)-.52%
Shrubs provided: 63 SF
}}
INTERIOR VEHICULAR USE AREA (VUA) 24-177 (c)
PERIMETER VUA: NORTH
1V
VUA Area: 11,323 SF
VUA Frontage: 28 LF
ji?\ AL
Required landscape area (10%): 1,132 SF
Required landscape area (10 SF per LF): 280 SF
L.
Provided landscape area: 1,132 SF provided
Provided landscape area: 280 SF
} I PALMS (#106 & 137
Trees required (1 per 4,000 SF, 50% shade): 3 trees, 2 shade
Required trees (1 per 50 LF, 50% shade): 1 tree's,
1 shade
4 VO }}, TABLE ON SHEET 136)
Trees provided: 6 trees, 3 shade
Provided trees: 2 trees, 2 shade
_:
_.___..._w....__.. \
Shrubs required (25% of landscape area): 283 SF
Shrubs required (25% of landscape area): 70 SF
Shrubs provided: 288 SF
Shrubs provided: 72 SF
PERIMETER VUA 24-177 (d): ATLANTIC BLVD.
t
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{ (3) TRANSPLANTED
VUA Frontage: 22 LF
1 PALMS (#89, 104,
Required landscape area (10 SF per LF): 220 SF
MITIGATION TABLE
ON SHEET 13B)
Provided landscape area: 220 SF
O i
Required trees (1 per 50 LF, 50% shade): 1 trees, 1 shade
=11
Provided trees: 1 trees, 1 shade
Shrubs required (25% of landscape area): 55 SF
Shrubs provided: 63 SF
PERIMETER VUA: AQUATIC DR.
VUA Frontage: 58 LF
Required landscape area (10 SF per LF): 580 SF
Provided landscape area: 580 SF
Required 0
q trees (1 per 50 LF, 50% shade): 1 trees, 1 shade
Provided trees: 2 trees, 2 shade
AR
Shrubs required red 25 /a
e u
q ( of landscape area): 145 SF
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(4) TRANSPLANTED N ;
PALMS (#138, 142,
146, & 152 FROM
MITIGATION TABLE
ON SHEET 13B)
5 VO
(3) TRANSPLANTED
PALMS (#159, 160,
& 213 FROM
MITIGATION TABLE
ON SHEET 13B)
UNIT APT
BLDG.
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11 ...ori"wm3:
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MITIGATION TABLE
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Project No.:
16-01-0006
Designed: Drawn:
M.C.H.
M.C.H.
Checked: O.C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1"=30'
Sheet 14A
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Project No.:
16-01-0006
Designed: Drawn:
M.C.H.
M.C.H.
Checked: O.C.:
T.B.W. R.C.W.
Date:
NOVEMBER 12, 2015
Scale:
1"=30'
Sheet 14A
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136
NMI
VO Viburnum obovatum
SOD St. Augustine'floratam'
•
24-30" ht / 7 gal
i
GENERAL I
LLATION INSTRUCTIONS
P
1
ABV
BOTANICAL NAME
COMMON
plan.
AR
Acer-rubrurn 'Florida Flame'
Red Maple
4" Cal / 12-14'ht.
Ll
Lagerstromia indica 'Tuskegee'
Crape Myrtles
3" Cal / 8' ht. min./3 min. multi -trunk
#V
Quercus virginiana
Live •.
4.
All work s
II be completed in a timely manner and in accordance with standard industry
ON BRACE
practices.
VO Viburnum obovatum
SOD St. Augustine'floratam'
•
24-30" ht / 7 gal
i
GENERAL I
LLATION INSTRUCTIONS
1.
Contractor
all furnish all labor, materials, and insurance to complete the work as
e designated for planting purposes only. Contractor shall not store, clean, or
shown in t
plan.
2.
Contractorll
shall locate and visibly mark all buried utilities prior to construction and notify
I t installation, contractor shall conduct a soil test in at least three locations on
the landsc 'J e architect of any conflicts.
3.
Contractor
hall demolish and remove from the premises all pavement, sod and other
The to
materials r
j uired to implement the plan.
4.
All work s
II be completed in a timely manner and in accordance with standard industry
ON BRACE
practices.
1" WIDE MIN.
5.
Contractor
hall coordinate a work plan with the owner or agent and the landscape
(3 PER TREE)
architect p
r to starting work and shall comply with all state and federal requirements
SET CROWN OF ROOT BALL 0'-2"
for work sE
)ty.
6.
Contractor,
hall provide all required permits and associated fees to complete the work.
7.
Contractor
E hall coordinate an approved staging area with the owner prior to starting the
work and E
all maintain a clean and orderly site throughout the construction period and
shall propE
y dispose of all trash and removed materials.
8.
Contractor
hall proceed with approved work in an orderly and timely fashion.
9.
Contractor
hall prevent offsite erosion, both by wind and rain, during construction using
adequate r
ans such as silt fencing, hay bales, and drain socks.
10.
Contractor
hall provide all new materials in first quality condition.
11.
Substitulti
5 shall be rejected unless approved by the landscape architect prior to
installation
12.
Contracto
hall repair and/or replace at contractor's cost and in an expedient manner
any utilitiei
pipes, conduit, cables, fences, pavement, plant material, or any other
existing pr
erty within or abutting the project site damaged by contractor during the
course of t
project.
13.
Contractor,
hall notify the owner and landscape architect at least one week in advance
for a subs
tial completion inspection. The landscape architect shall provide a punch list
to the con
ctor outlining items to be completed by the contractor. Contractor shall
complete
nch list items in timely manner before calling for a final inspection by the
owner III
e landscape architect.
14.
Final pay
nt for the work shall not be issued until a final inspection is completed and
approved
the landscape architect and/or the owner.
15.
All work s
II be warranted against defects and failure for at least 1 year following the
final ac' a
Ince.
16.
Contra 'll o
hall clean site of all construction debris, materials, and trash. Disturbed
areas s a
e fine -graded and landscaped according to the plans, or sodded with: St.
Augustil a
oratam'. Site must be clean and neat before a final acceptance and payment
will be iL s
SOILS
Native
1. Contracto
hall minimize soil compaction to all new planting areas by limiting access to
those a
e designated for planting purposes only. Contractor shall not store, clean, or
empty
q ment or materials within any area specified for preservation or new plant
installa i
Native!
2. Prior to'i
I t installation, contractor shall conduct a soil test in at least three locations on
the site
h best represent the plant distribution and conditions shown on the planting
plan. T
it test shall be conducted by an independent laboratory qualified to test soils.
The to
s II be conducted to determine:
2.1.
it type
SPACING ORIGIN CANOPY VALUE LEGACY VALUE
As shown
Native
No
24"
As shown
Exotic
No 39"
a TO PLAING AS
°800
As shown
Native!
Yes
276"
As shown
Native!
Yes
468"
(3 PER TREE)
TOTAL
807"
3' OC Native
2.2. Soil pH
2.3. Nutrient content
2.4. Recommended amendments
3. Contractor shall furnish a copy of the soil report(s) along with the contractor's
recommended amendments to the landscape architect and the owner prior to lnitiating
plant installation. Contractor shall not initiate plant installation without a written or verbal
response from the landscape�nt
architect or owner indicating receipt of the report and
mendm
agreement with the aapproach.
4. At a minimum, contractor shall provide 5-8 percent organic pine bark compost uniformly
throughout the planting soils prior to plant installation. Do not apply synthetic fertilizer to
any planting area without the approval of the landscape architect or owner.
PLANT INSTALLATION
1. Install all plants according to .sound nursery practices and shall follow ANSI A300
Transplanting Standards (LCD6.06.02.C2).
2. Contractor shall verify and determine all final quantities based on the plans prior to
bidding and pricing. In the occurrence of a discrepancy between the plans and the plant
list, the plans shall take precedence.
3. All plants shall conform to the specifications on the plant list or plant schedule.
4. All plants shall be florida no. 1 grade or better according to the florida grades and
standards handbook.
5. All plants shall be nursery -grown containerized or b&b stock.
6. All plants shall be in good health, vigorous, evenly branched, and thickly foliated when in
leaf. All plants shall be free Idisease, insects, including eggs and larvae, as well as
have a healthy, developed rt system. They should also be free of physical damage or
adverse conditions that would prevent thriving growth.
7. Plant material, tree locations, and bed outlines shall be staked or flagged on site by the
contractor and shall be adjusted as required to fit actual as -built conditions on site and
approved by the owner or owner's representative prior to installation.
8. Unless otherwise specified, all existing plant material within the areas of new
construction as shown on the plans shall be removed and properly disposed of off of the
project site. Plant material outside of these areas shall remain and shall be replaced with
like kind if killed or damaged via landscape installation activities (see general Gnstallation
instructions and tree and existing vegetation protection).
9. Planting beds shall be cut or edged to form a uniform, clean line between beds and lawn
areas.
10. Remove all syntaetic mated I and remove burlap and wire basket material from top %3 of
root ball prior to backfilling.
11. Shade trees shall be planted a minimum of 4 feet from any edge of pavement and 15
feet from overhead electric as measured from the at -grade centerline (refer to local
provider to verify specific requirements).
12. All plant material shall be warranted for a period of one year from the date of final
acceptance of the work and 6ot the date on which it was installed.
13. Contractor shall provide all fine surface grading preparation for planting and shall
maintain all finished grade requirements according to the plans, and ensure positive
drainage. Report any drainage problems associated with finished grade or finished soil
characteristics to the owner and the landscape architect.
14. Coordinate construction of planting areas with installation of irrigation system as
specified.
15. Contractor shall provide mulch for all newly installed landscape areas. Provide a
minimum 6' diameter mulch ring for all installed trees. Provide uniform coverage for all
landscape beds at the specified depth maintain at least 6" clearance from all woody
trunks and stems.
15.1. Mulch shall be pine straw.
15.2. Mulch shall be min. 2" uniform depth.
16. Install sod or seed, as specified in the plans, according to the florida department of
transportation standard specification section 570 performance turf
(http://www.dot.state.fl.us) unless otherwise stated herein.
17. Contractor shall provide certified, healthy sod, free of weeds, disease, fungus, insects, or
nematodes.
17.1. Sod shall be:
17.1.1. St. Augustine 'floratam'
18. Contractor shall provide plant maintenance during the construction period through final
acceptance and the owner shall provide maintenance during the warranty period
following final acceptance, unless otherwise specified in the contract documents.
TREE AND EXISTING VEGETATION PROTECTION
1. Contractor shall ensure protection of exiting trees and vegetation prior to all clearing or
construction activity using a tree barricade as specified in florida department of
transportation index number 544 landscape installation (http://www.dot.state.fl.us). A
silt fence may serve as a barricade where such measures are required and provide full
protection of the critial protection zone as defined in index 544.
2. Ensure protection for trees and plants to be preserved within the project area as
specified in the plans and along the project boundaries.
3. Notify the landscape architect prior to any construction activity where protection cannot
be provided or must be modified to due to conflicting construction activity.
4. Notify the landscape architect prior to site clearing and construction of any trees or
otherwise valuable plants not noted on the plans that may warrant protection, especially
large trees located on adjacent properties whose roots and canopy occupy space within
the project area.
IRRIGATION INSTALLATION
1. Contractor shall provide a double-check backflow preventer equal to a DCA -100 (or
approved equal), mounted in a rectangular valve box on the serving side and adjacent to
the meter.
2. Contractor shall submit an as -built plan of the installed irrigation system, location of all
components and sleeves to the owner (and municipal authority if required) following
installation.
3. Contractor shall furnish all warranty, maintenance equipment, and operating instructions.
4. Contractor shall show owner or maintenance superintendent how to operate the
controller, operate the system manually, shut system off, adjust heads and sprays, and
provide any other critical and helpful information needed to properly operate and
maintain the system.
5-7 HEALTHY FRONDS
MINIMUM. TIE FRONDS WITH
BIODEGRADABLE TWINE. HEAD
TO REMAIN TIED UNTIL PALM
PUSHES IT OPEN.
SECURE BATTENS WITH 2-3/4"
STEEL BANDS TO SECURE BATTENS
DURING PLANTING PROCESS
DO NOT NAIL BATTENS TO PALM
TRUNK. HEIGHT OF BATTENS
SHALL BE LOCATED IN RELATION
TO THE HEIGHT OF THE PALM.
3-2X4 WOOD BRACES STAKED WITH A
2X4X24" STAKE PAD BURIED 3" BELOW
GRADE.
z
0
I
io
PLANT SO THAT TOP OF ROOT BALL
IS EVEN WITH THE FINISHED GRADE
AFTER SETTLEMENT, APPROX. 1" ABVE
FINISHED GRADE AT TIME OF PLANTING.
2 X BALL DIA.
PALM PLANTING DETAIL
N.T.S.
0
5 LAYERS OF BURLAP
STEEL BAND
TOE NAIL
AVOID CONTACT WITH TRUNK
4" OF SAND PLACED ON BACKFILL
FINISHED GRADE
PULVERIZED SOIL BACKFILL
ALL ROOT BALL COVERING
MATERIALS SHALL BE COMPLETLY
REMOVED BEFORE PLANTING
�+ BACKFILL WITH PLANTING SOIL.
SET ROOTBALL ON UNDISTURBED SOIL.
2x BALL DIA.
MULTI- TRUNK AND SMALL TREE
(2* cal. and under) PLANTING DETAIL
N.T.S.
O DO NOT CUT LEADER
0 PRUNE DAMAGED OF DEAD
00
0
�Y PRIOR
0o TO PLANTING ASLDIRECTED
BY THE LANDSCAPE ARCHITECT
00 0 °� 0
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MULCH, 3" DEEP
1/2"x2' FLUORESCENT
ORANGE MARKER
SET CROWN OF ROOT BALL 0' -2 -
ABOVE SURROUNDING FINISH GRADE.
UNTIE BURLAP FROM BASE OF TRUNK.
TRIM AS NECESSARY.
2"x2"x2' STAKE. TOP TO BE
2" MIN BELOW FINISH GRADE
BACKFILL WITH PLANTING SOIL.
SET ROOTBALL ON UNDISTURBED SOIL.
2x BALL DIA.
(2A cal. and over)
LARGE TREE PLANTING DETAIL
N.T.S.
3" DEEP
.C.)
MIX
IFIED
SHRUB / GROUNDCOVER
SPACING / PLANTING DETAIL
N.T.S.
MULCH, 1" DEEP ON ROOT ZONE
B' B_ FDR -WATERING.
0V DO NOT CUT LEADER
0
'00 PRUNE DAMAGED OR DEAD
Designed:
WOOD IMMEDIATELY PRIOR
M.C.H.
a TO PLAING AS
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Checked:
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Date:
PROTECT TREE WITH BURLAP
NOVEMBER
2"x4"X8'-0" STAKES
(3 PER TREE)
FLUORESCENT
0 0
MULCH, 1" DEEP ON ROOT ZONE
ORANGE MARKER
ON BRACE
3" BASIN FOR WATERING.
1" WIDE MIN.
NYLON STRAPS
MULCH, 3" DEEP
(3 PER TREE)
STAKES 18"
SET CROWN OF ROOT BALL 0'-2"
BELOW GRADE
ABOVE SURROUNDING FINISH GRADE.
UNTIE BURLAP FROM BASE OF TRUNK.
TRIM AS NECESSARY.
�+ BACKFILL WITH PLANTING SOIL.
SET ROOTBALL ON UNDISTURBED SOIL.
2x BALL DIA.
MULTI- TRUNK AND SMALL TREE
(2* cal. and under) PLANTING DETAIL
N.T.S.
O DO NOT CUT LEADER
0 PRUNE DAMAGED OF DEAD
00
0
�Y PRIOR
0o TO PLANTING ASLDIRECTED
BY THE LANDSCAPE ARCHITECT
00 0 °� 0
6W PROTECT TREE WITH BURLAP
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° /T
l/ �° $ ° MULCH, 1" DEEP ON ROOT ZONE
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MULCH, 3" DEEP
1/2"x2' FLUORESCENT
ORANGE MARKER
SET CROWN OF ROOT BALL 0' -2 -
ABOVE SURROUNDING FINISH GRADE.
UNTIE BURLAP FROM BASE OF TRUNK.
TRIM AS NECESSARY.
2"x2"x2' STAKE. TOP TO BE
2" MIN BELOW FINISH GRADE
BACKFILL WITH PLANTING SOIL.
SET ROOTBALL ON UNDISTURBED SOIL.
2x BALL DIA.
(2A cal. and over)
LARGE TREE PLANTING DETAIL
N.T.S.
3" DEEP
.C.)
MIX
IFIED
SHRUB / GROUNDCOVER
SPACING / PLANTING DETAIL
N.T.S.
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3" DEEP
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Designed:
ABOVE SURROUNDING FINISH GRADE.
M.C.H.
PLANT MATERIAL SHALL NOT BE
Checked:
PRUNED PRIOR TO INSTALLATION.
T. BW
AFTER PLANTS HAVE BEEN INSTALLED,
Date:
EACH PLANT SHALL BE PRUNED
NOVEMBER
FOR UNIFORMITY.
BACKFILL WITH PLANTING SOIL.
SET ROOTBALL ON UNDISTURBED SOIL
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Project No.:
16-01-0006
Designed:
Drawn:
M.C.H.
M.C.H.
Checked:
0. C.:
T. BW
R.C.W.
Date:
NOVEMBER
12, 2015
Scale:
Sheet 14B