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X414 l3 '�•1 " 4M 3 - rA r .. s41 Rick Moyer 1238 Beach Avenue Atlantic Beach, FL 32233 Ph:717/343-3215 Civil Engineer Baker Klein Engineering, PL 219 North Newnan Street, 2nd Floor Jacksonville, FL 32202 Ph:904/356-8520 Fx:904/356-8524 Surveyor Boatwright Land Surveyors, Inc. 1500 Roberts Drive Jacksonville Beach, FL Ph:904/241-8550 Architect Design Cooperative, LLC 1032 Hendricks Avenue Jacksonville, FL 32207 Ph:904/290-1032 Landscape Architect Janet O. Whitmill, RLA, Inc. PO Box 5212 Jacksonville, FL 32247 Ph:904/398-7688 Vicinity Map N T S. Sheet Index C-000 Cover Sheet C-001 General Site Notes C-010 Demolition/Tree Mitigation Plan C-110 Site Geometry Plan C-120 Water & Sewer Plan C-130 Grading & Drainage Plan C-140 Sediment & Erosion Control Plan C-510 Site Details C-520 Water/Sewer Details C-530-531 Grading & Drainage Details C-532 Stormtech Chamber Details C-540 Sediment & Erosion Control Details C-541 Stormwater Pollution Prevention Plan C-542 Stormwater Pollution Prevention Forms L-1 Landscape Plan IR -1 Irrigation Plan CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 8� Know what'sbelow. C811 before yvu dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. N N 110 I Date N W • N N W C; c0 Y m W O J Z Z �., W mU MJ 0? O O J � � ma N N 110 I Date N O • COAG 1 N O O N m N COAB 3 'd 0? O � � 10 N 4 0 4 O t~p 4 j � O O O O U � U N U REVISION No. I Date Revision 1 • COAG 1 REVISION No. I Date Revision 1 08/08/17 COAG 1 2 01/26/18 COAB 2 3 03/27/18 COAB 3 C�� Sheet Name Cover Sheet co N l� w U. U �Cd U d - Sheet Number C=000 Project Number 16-470 z jrN 0 z W U a. o o w 0 D -o oa �N CL w 0 0 w� m� o� z a. a>_ aQ (o z a om o ao W (Dm V) ~' 00 Z N za J N LU WCL w �a. w vi N z w w J oa (n c� wz z `w`' z w U Y �ir �w �a a °D LL. 0Cr 0 a�_ X ww oQ Cz a� _0 aw oV) Uw w0: X w En �o w� w� w3 z >_ LLJ � J z (n Nz LLJ a Cly. �- w wz 0 cn w w cn oD 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF "CITY STANDARD SPECIFICATIONS FOR (COAB) CITY OF ATLANTIC BEACH, FLORIDA", (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS. 2. SOIL BORINGS PROVIDED BY ELLIS & ASSOCIATES DATED JULY 25, 2017. 3. THIS PROPERTY LIES PARTIALLY WITHIN FLOOD ZONE "X" ACCORDING TO FEMA COMMUNITY PANEL NO. 12031 C0409H. 4. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH OSHA REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUBSURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS WITHIN THE PROJECT AREA TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF OFF-SITE BORROW THAT WILL BE REQUIRED. 7. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. IF THE WORK IS IN PUBLIC RIGHT-OF-WAY OR EASEMENT, THE CONTRACTOR'S ONE YEAR WARRANTY SHALL EXTEND TO THE CITY OF ATLANTIC BEACH AND ASSOCIATED GOVERNMENT AGENCIES. 8. ELEVATIONS ARE BASED ON NAVD 88 DATUM. 9. TOPOGRAPHIC INFORMATION PROVIDED BY: BOATWRIGHT LAND SURVEYORS. 10. BOUNDARY INFORMATION PROVIDED BY: BOATWRIGHT LAND SURVEYORS. 11. FOR PAVEMENT AND BUILDING GEOMETRY INFORMATION SEE ENGINEERING SITE PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BUILDING DIMENSIONS SHOWN ON THE ENGINEERING SITE PLAN AGREES WITH THE DIMENSIONS SHOWN ON THE ARCHITECTURAL PLAN. IF ANY DIMENSIONS DO NOT AGREE, THE ARCHITECT, ENGINEER AND OWNER SHALL BE NOTIFIED AND THE DIMENSIONS ADJUSTED PRIOR TO COMMENCING WITH CONSTRUCTION. 12. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM MATERIAL TESTING AND SOILS TESTING IN ACCORDANCE WITH CITY REQUIREMENT AND THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND BUILDING PADS AND IN ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS, CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY PERMITS FOR WORK WITHIN CITY RIGHTS-OF-WAY OR EASEMENTS. 14. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF STATE RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION & REPAIR. 15. ALL EASEMENTS ARE TO BE CLEARED AND DRIVEABLE. 16. "AS -BUILT" DRAWINGS TO THE CITY OF ATLANTIC BEACH 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 OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROCESS THE AS -BUILT DRAWINGS FOR APPROVAL BY THE COAB. 17. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 18. ALL CLEARING AND GRUBBING REQUIRED FOR ALL PAVEMENT, UTILITIES, DITCHES, AND BERMS INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHTS-OF-WAY OR EASEMENTS SHALL BE CONSIDERED AS PART OF THIS PROJECT. 19. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 20. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT. 21. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR. 22. ALL UNSUITABLE MATERIAL UNDER BUILDINGS, PAVEMENT OR UTILITIES SHALL BE REMOVED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 23. ALL UNSUITABLE MATERIAL IS TO BE REMOVED FROM THE SITE BY THE CONTRACTOR, UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 24. EXCESS SUITABLE MATERIAL IS TO BE REMOVED FROM THE SITE BY THE CONTRACTOR, UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 25. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 26. BURNING OF TREES, BRUSH AND OTHER MATERIAL IS PROHIBITED, 27. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN FIELD 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 DISCREPENCY. THIS DESCREPENCY SHOULD BE RESOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL 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. 28. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL STRUCTURES TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. 29. FOR ALL STANDARD DETAILS SEE CITY OF ATLANTIC BEACH OR FDOT STANDARD SPECIFICATIONS AND DETAILS, LATEST REVISION. G 4 RAL 30. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO CONFORM WITH CURBS, PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. 31. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AS SHOWN ON THE PLANS. 32. ALL DRAINAGE STRUCTURES SHALL HAVE TRAFFIC BEARING GRATES UNLESS NOTED OTHERWISE 33. ALL DRAINAGE PIPE JOINTS IN CITY DRAINAGE 1=ASEMENTS AND DRAINAGE RIGHT-OF-WAYS ARE TO BE FILTER -WRAPPED. 34. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR BETWEEN EACH LAYER OF BRICK, REDDI-MIX CONCRETE WITH #57 STONE. 35. UNSUITABLE MATERIALS UNDER WATER, SEWER, STORM PIPE AND STRUCTURES SHALL BE REMOVED AND REPLACED WITH SELECTED BAC FILL, PROPERLY COMPACTED. 36. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. 37. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF ATLANTIC BEACH SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 FLORIDA STATUTES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO KEEP A COPY OF HIS CURRENT LICENSE AND QUALIFIERS WITH THE DESIGN ENGINEER PRIOR TO START OF AND THROUGHOUT CONSTRUCTION. 38. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL MANHOLES PRIOR TO THE PLACEMENT OF LIMEROCK BASE COURSE. THIS SCHEDULE IS TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS -BUILT" DRAWINGS FOR THIS PROJECT. 39. THESE PLANS INCLUDING THE POLLITION PREVENTION PLAN INDICATE THE MINIMUM EROSION & 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 ENVIRONMENTAL PROTECTION (FDEP) CHAPTER 6. CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUATITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A (NATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGES, AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS AND FINES. 40. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOVInNG THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE SJRWMD CRITERIA. 41. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLANDS AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER CITY OF ATLANTIC BEACH STANDARDS AND MEETING THE NPDES FINAL STABILIATION REQUIREMENTS. 43. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE SJRWMD. 44. PRIOR TO ANY DISCHARGE OF GROUNDWATER ('DEWATERING) FROM CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, BUT NOT LIMITED TO, WETLANDS, SWALES AND MUNICIPAL STORM SEWERS), THE CONTRACTOR SHALL TEST THE EFFLUENT (WATER TO BE DISCHARGED) IN ACCORDANCE WITH RULE 62-621.300(2), F.A.C. IF THE TEST RESULTS ON THE EFFLUENT ARE BELOW SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL SUBMIT A SUMMARY OF THE PROPOSED CONSTRUCTION ACTIVITY AND THE TEST RESULTS TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION DISTRICT OFFICE, WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS. THE CONTRACTOR SHALL CONTINUE TO SAMPLE THE EFFLUENT AS REQUIRED THROUGHOUT THE PROJECT AND COMPLY WITH ALL CONDITIONS OF RULE 62-621.300(2), F.A.C. IF THE GROUNDWATER EXCEEDS THE SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL COMPLY WITH OTHER APPLICABLE RULES AND REGULATIONS PRIOR TO DISCHARGE OF THE EFFLUENT (GROUNDWATER) TO SURFACE WATERS OF THE STATE. 45. THE CONTRACTOR SHALL SUBMIT A "NOTICE OF' INTENT" TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) RULES AND REGULATIONS. 46. THE CONTRACTOR SHALL ERECT ALL TREE PROTECTION FENCES AND LIMITS OF CONSTRUCTION FENCES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL CALL FOR INSPECTION BY THE CITY OF ATLANTIC BEACH LANDSCAPE DIVISION. 47. THE CONTRACTOR SHALL PROVIDE HANDICAP RAMPS AT ALL SIDEWALK AND CURB CONNECTIONS. HANDICAP RAMPS SHALL MEET ALL APPLICABLE ADA REQUIREMENTS. 48. ALL SEWER MAINS SHALL BE PVC (ASTM D3034) SDR -35 FOR DEPTHS TO 12 FEET, SDR -26 FOR DEPTHS GREATER THAN 12 FEET (OR FOR MAINS IN EASEMENTS) UNLESS OTHERWISE NOTED. FORCEMAINS TO BE PVC - DR18 PIPE UNLESS OTHERWISE NOTED. 49. WATER AND SEWER LINES ARE DESIGNED TO FINISHED GRADES AND SHALL BE PROTECTED UNTIL FINISHED WORK IS COMPLETE. 50. TIE RODDING OR MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH COAB STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS AND TEES. 51. UNLESS OTHERWISE NOTED, ALL WATERMAINS 4" AND GREATER SHALL BE DR25, C-900. ALL ON-SITE WATERMAIN 3" OR SMALLER SHALL BE SCHEDULE 40 PVC AND NSFPW RATED. 52. ALL GATE VALVES SHALL BE COAB 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 200 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE. 53. PUBLIC FIRE HYDRANTS SHALL BE PAINTED YELLOW. PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED. 54. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. THIS SERVICE SHALL BE PROVIDED BY THE CONTRACTOR AS PART OF THE SANITARY SEWER CONTRACT. ALL GRAVITY SEWER LINES SHALL BE VIDEO TAPED WITH AUDIO. ALL LINES TO BE CLEARED AND FLUSHED PRIOR TO BEING VIDEO TAPED. A FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH PERTINANT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO COAB UTILITIES. ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. THE MAXIMUM DEFLECTION SHALL NOT EXCEED 7.5% IN ACCORDANCE WITH COAB STANDARDS. 55. 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. 56. ALL NEW AND/OR RELOCATED WATER MAIN PIPI'ES AND FITTINGS SHALL NOT CONTAIN MORE THAN 8% 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 8% LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2% LEAD. SITE NOTES 57. ALL UTILITY STUBOUTS SHALL BE MARKED AS FOLLOWS: SANITARY SEWER 4X4 P.T. POST PAINTED RED WATER 4X4 P.T. POST PAINTED BLUE STORM 4X4 P.T. POST PAINTED GREEN ALL STUBOUTS SHALL BE MARKED ON CURB WITH "W", "SS" OR "ST". 58. CONTRACTOR SHALL FURNISH AND INSTALL LOCATE WIRING ON ALL PVC WATER MAINS, FORCE MAINS, POLYETHYLENE AND PVC WATER SERVICES. INSTALLATION SHALL BE IN ACCORDANCE WITH JEA WATER AND SEWER STANDARDS DATED APRIL, 2001 SECTION 350 PARAGRAPH 3.10 LOCATE WIRE AND SECTION 429 PARAGRAPH 3.12 LOCATE WIRE. WATER & SEWER NOTES �' o M LL 1. LLI M N a00 \� Y z m W J J Z y. W m U WATER & SEWER NOTES �' o M LL 1. ALL WATER MAINS SHALL BE PRESSURE TESTED AT 150 PSI FOR 2 HOURS AND FORCE MAINS SHALL BE TESTED AT 100 PSI FOR 2 HOURS IN ACCORDANCE WITH SECTION "A" OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, DUCTILE IRON PIPE WILL EXTEND AT AWWA STANDARD C600 WITH LEAKAGE LIMITED TO THAT DETERMINED BY THE APPROPRIATE LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. FORMULA. 11. 2. DISINFECTION OF THE WATER MAIN SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651. o 3. MECHANICAL JOINT RESTRAINTS SHALL CONFORM TO AWWA STANDARD C509.Ct N N O d' 00 , E 12. A PUMP -OUT (MIN. 4" DIA.) SHALL BE REQUIRED ON FORCE MAIN AND LOCATION ADJACENT 00 0 4. WATER AND SEWER PIPES SHALL BE 30 INCHES MIN. COVER IN UNPAVED AREAS AND 36 TO R/W ON PRIVATE PROPERTY. PUMP -OUT MUST BE ACCESSIBLE BY COAB FORCES FROM INCHES COVER IN PAVED AREAS. w �? ADJACENT STREET R/W. 8 o4-14 5. ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH LATEST COAB UTILITY STANDARDS, 13. THE WATER TAPS DEPICTED ON THESE DESIGN DRAWINGS SHALL BE CONSTRUCTED AS DETAILS, AND SPECIFICATIONS AND/OR AS ALL APPLICABLE STATE AND LOCAL REGULATIONS.0 o c ,max aw 6. WHERE WATER AND SEWER (INCLUDING STORM SEWER) LINES HAVE LESS THAN 10 FOOT DIRECTED BY COAB AT TIME OR PRE -CONSTRUCTION CONFERENCE. HORIZONTAL SEPARATION, FULL UN -CUT LENGTHS OF WATER QUALITY PIPE (L.E. DR 18 A. THE TAPS ARE TO BE SCHEDULED 48 HOURS IN ADVANCE BY CONTACTING COAB AWWA C-900 FOR NEWLY INSTALLED SEWER AND DR 25 AWWA C-900 WATER) WILL BE USED UTILITIES. WITH THE JOINTS STAGGERED AT 10 FT. INTERVALS OR THEY WILL BE PLACED ON AN SERVICE PIPE, METER BOX, AND CORP. STOP SIZED READY TO ACCEPT THE METER UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF INSTALLATION BY COAB FORCES. AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE C. COAB FORCES WILL INSTALL METER UPON APPLICATION AND PAYMENT BY LICENSED SEWER AND WITH 10 FOOT OF SEPARATION WHERE POSSIBLE. 7. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF -PW AND D. ALL METER INSTALLATIONS OF SIZE 3" AND ABOVE SHALL BE PERFORMED BY THE SHALL BE MARKED. CONTRACTOR. 01 8. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM SEWER) LINES TO r 14. CROSS WITH A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UN -CUT LENGTH "-moo POINT OF ANY BUILDING SHALL BE 500 FT. THE DISTANCE SHALL BE MEASURED ON A OF WATER QUALITY PIPE (I.E. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER AND DR 25 ROADWAY SURFACE MEETING THE FIRE DEPARTMENT ACCESS REQUIREMENTS OF 602.6. AWWA C-900 WATER) WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT 15. �■Z■�t O ? OF CROSSING. THE CONTRACTOR WILL FIELD VERIFY THE VERTICAL SEPARATION. THE ELEVATION OF 2 FT. DUE TO ACTUAL FIELD CONDITIONS OR CONFLICTS NOT IDENTIFIED ON j MINIMUM VERTICAL SEPARATION BETWEEN THE WATER AND SEWER (INCLUDING STORM SEWER) > U PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE THE SEWER LINES AT LEAST 18 INCHES VERTICAL SEPARATION. REVISION 9. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT No. Date Revision THE POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE 1 08/08/17 COAB 1 POINT OF CROSSINGS REGARDLESS OF THE VERTICAL SEPARATIONS. 2 01/26/18 COAB 2 10. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE 3 03/27/18 COAB3 LEGEND CITY - CITY OF ATLANTIC BEACH (COAB) FDEP - FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SJRWMD - ST. JOHNS RIVER WATER MANAGEMENT DISTRICT F.A.C. - FLORIDA ADMINISTRATIVE CODE NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM G 1 Sheet Name General Notes co N coCdU U 9 Sheet Number C=001 Project Number 16-470 STOPPED AND THE PROPER AUTHORITIES NOTIFIED, WITH THE APPROVAL OF COAB AND/OR FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, DUCTILE IRON PIPE WILL EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. 11. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH THE CITY OF ATLANTIC BEACH UTILITIES. 12. A PUMP -OUT (MIN. 4" DIA.) SHALL BE REQUIRED ON FORCE MAIN AND LOCATION ADJACENT TO R/W ON PRIVATE PROPERTY. PUMP -OUT MUST BE ACCESSIBLE BY COAB FORCES FROM ADJACENT STREET R/W. 13. THE WATER TAPS DEPICTED ON THESE DESIGN DRAWINGS SHALL BE CONSTRUCTED AS FOLLOWS: ALL POTABLE AND IRRIGATION WATER TAPS, FIRE LINE SERVICES AND FIRE HYDRANT INSTALLATIONS UNDER THE FOLLOWING SPECIAL CONDITIONS: UNLESS OTHERWISE DIRECTED BY COAB AT TIME OR PRE -CONSTRUCTION CONFERENCE. A. THE TAPS ARE TO BE SCHEDULED 48 HOURS IN ADVANCE BY CONTACTING COAB UTILITIES. B. TAPS REQUIRING METER INSTALLATIONS OF SIZE 2" AND BELOW MUST INCLUDE THE SERVICE PIPE, METER BOX, AND CORP. STOP SIZED READY TO ACCEPT THE METER INSTALLATION BY COAB FORCES. C. COAB FORCES WILL INSTALL METER UPON APPLICATION AND PAYMENT BY LICENSED MASTER PLUMBER OR UTILITY CONTRACTOR AT COAB CUSTOMER SERVICE, 800 SEMINOLE ROAD. D. ALL METER INSTALLATIONS OF SIZE 3" AND ABOVE SHALL BE PERFORMED BY THE CONTRACTOR. 01 14. MAXIMUM DISTANCE FROM THE NEAREST FIRE HYDRANT TO THE MOST REMOTE EXTERIOR POINT OF ANY BUILDING SHALL BE 500 FT. THE DISTANCE SHALL BE MEASURED ON A ROADWAY SURFACE MEETING THE FIRE DEPARTMENT ACCESS REQUIREMENTS OF 602.6. 15. THE CONTRACTOR SHALL INSTALL ANY ADDITIONAL AIR RELEASE VALVES AT CHANGES IN O ? ELEVATION OF 2 FT. DUE TO ACTUAL FIELD CONDITIONS OR CONFLICTS NOT IDENTIFIED ON j THESE DESIGN PLANS. (FORCE MAIN ONLY) > U LEGEND CITY - CITY OF ATLANTIC BEACH (COAB) FDEP - FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SJRWMD - ST. JOHNS RIVER WATER MANAGEMENT DISTRICT F.A.C. - FLORIDA ADMINISTRATIVE CODE NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM G 1 Sheet Name General Notes co N coCdU U 9 Sheet Number C=001 Project Number 16-470 N- Z; CL� Nc W L L N a 0:- oa Nt W -s Z� 34 isLL y 0:ck LL hla wa CL �LLc CL m4 iKZ OV Z w N U w w fr �a w 0 fY � N (A N Z Q it X. CL W Z Q fY w Z Z — O p W N 13:3 z Oz W C: OZ U w U Oa Cc W~ ixQ W m FO} Z0. La} as zo <10 a m:3 om CA Q N 0 N W 2 m W p 0 Co Z VIA Z V) LO a Wg �a w 01w z� ir a, CA COL LU w Z W Z W _ Z co W Z ED Y oc W � Q W m aw irO a� mW W V) CD 0 U Z Z Z a �w ON U w W Z �a x w a W �z wa a} wz ac a z w z— c� 'w I �I O! a; pwo U! W co OO� H O: ZC IX; Q: Z Q OQ Z aG 0Z Li a W F 0, cn - z; gu a W 2 wa �n 4 N 4 Q Oa WZ �LL Z L _ Z L Z = J OY }r m F— Y Ira wm aw IXO a�- IXw wV) 00 0 0 a 6 0 w O N 0W W Ir �a x w v V)� w w W* w >- w N Z W Q it 0- X z a W Z z — 0 0 W fW 0 -n C/ z a a LL Cf LL Ni !N j ZI Q W4 W: 1i Z! L =L C9 � }L j s W 0 a� ojr L 0-1- Ir2 LU u oc Q� c n. U toLL Lu cm �a X w O W N W W N Z N z LUi X K W Z a LU 2z z— CA� Li to C] 71 a C C 4 a C C C L� L C C m a LL Ix LL m 0 0 z W Q N a z Q CI C] z Q z W D N z g a W N W I0 w 0 0 z a E- c� a 0 w cn w w J cn w x CL x w x w z 2 V) 0 LOCATION & TYPE MATERIAL DESCRIPTION LIFT THICKNESS TEST METHOD COMPACTION MOISTURE CONTENT BUILDING SUBGRADE EXISTING SANDY SOILS OR CONDITIONS. ACTUAL LAYOUT, SIZES & CURB TYPE MAY MODIFIED PROCTOR =REFERTO NT SECTION THICKNESS >7 TO 9 (5' BEYOND PERIMETER) COMPACTED FILL CONSISTING OF < a. VARY. SEE PLAN FOR SPECIFIC DETAILS. ADA PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A PAINTED SYMBOL OF ACCESSIBILITY AND A SIGN SHOWING THE ACCESSIBLE SYMBOL. CURB & GUTTER NON -PLASTIC, INORGANIC, a co 0 Lt } C Z a� N/A SEE PLAN GRANULAR SOIL CONTAINING LESS 12" 95% POLE OR A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE THE PARKING SURFACE'S GRADE. THAN 10% MATERIAL PASSING & TYPE �� Y zz o NOTE: THE No. 200 MESH SIEVE ASPHALT (FDOT TYPE S-3) J R Z PAVEMENT SUBGRADE TO EXISTING SANDY SOILS OR 6» MODIFIED PROCTOR A ,TUAL PARKING SPACE LAYOUT. ; " A DEPTH OF 30" BELOW COMPACTED FILL CONSISTING OF 8. - a LIMEROCK BASE ��. BASE NON -PLASTIC, INORGANIC, RESODDED. „ R N/A (5' BEYOND PERIMETER) GRANULAR SOIL CONTAINING LESS 12" C?� 98% 6 THAN 10% MATERIAL PASSING In U. 2. ALL ASPHALTIC CONCRETE SHALL MEET THE 2 THE No. 200 MESH SIEVE ! LIMEROCK BASE FDOT LIMEROCK, LBR = 100 6" MODIFIED PROCTOR o, o FDOT STANDARD SPECIFICATIONS. LATEST EDITION. - 100% N/A PAVEMENT SUBBASE EXISTING SANDY SOILS OR MODIFIED PROCTOR COMPACTED FILL CONSISTING OF 6» 4 d NON -PLASTIC, INORGANIC, 1. gg% N/A GRANULAR SOIL, LBR = 40 LANDSCAPE AREAS EXISTING ON-SITE SOILS 12» MODIFIED PROCTOR 90% N/A EXISTING GROUND EXISTING SANDY SOILS PROOF ROLL AS SURFACES TO RECEIVE N/A DESCRIBED BELOW FILL IN BUILDING AND N/A N/A PAVEMENT AREAS SECTION PAVEMENT SECTION SHOWN IS FOR GENERAL INTERFACE LIMEROCK BASE TABLE FOR 1.5" 6" HEAVY DUTY 2" CONDITIONS. ACTUAL LAYOUT, SIZES & CURB TYPE MAY - -SEE PLAN =REFERTO NT SECTION THICKNESS >7 TO 9 APRON) u; M < a. VARY. SEE PLAN FOR SPECIFIC DETAILS. ADA PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A PAINTED SYMBOL OF ACCESSIBILITY AND A SIGN SHOWING THE ACCESSIBLE SYMBOL. CURB & GUTTER 5. MAXIMUM JOINT SPACING = LAYOUT AS SHOWN ON SITE PLAN 6. JOINT TYPE AS INDICATED ON SITE PLAN 7. JOINTS SHALL a co 0 Lt } C Z a� z SEE PLAN FOR SIZE BE CUT AS SOON AS CONCRETE HAS HARDENED TO THE DEGREE THAT EXCESSIVE RAVELING WILL NOT OCCUR c a POLE OR A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE THE PARKING SURFACE'S GRADE. & TYPE �� Y zz o NOTE: J"/FT_______y ASPHALT (FDOT TYPE S-3) J R Z 1. ALL DISTURBED AREAS SHALL BE SEEDED &MULCHED. ALL AREAS WHERE SOD HAS BEEN REMOVED SHALL BE 6» NOTE: REFER TO PLAN SHEET(S) FOR A ,TUAL PARKING SPACE LAYOUT. ; " ,. W m m 8. - a LIMEROCK BASE ��. �, RESODDED. „ R \✓.. ` o C?� 6 In U. 2. ALL ASPHALTIC CONCRETE SHALL MEET THE 2 SLOPE PER PLAN --- ! REQUIREMENTS OF SECTION 331 AND/OR SECTION 333, 44 MONOLITHIC CURB &SIDEWALK 2„�- f F o, o FDOT STANDARD SPECIFICATIONS. LATEST EDITION. - N 4 d 1. SECTION ASPHALT LIMEROCK BASE STANDARD DUTY 1.5" 6" HEAVY DUTY 2" 8" (INCL. DRIVEWAY >7 TO 9 APRON) O n < a. 6" 7`%,N PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS. SLAB DEPTH (IN,) o 3. ENTRAINED AIR CONTENT = 4 TO 7% 4. THICKNESS, d AS SHOWN ON SITE PLAN ROUND (SEE NOTE 9) 5 TO 7 3/4"x14" ® 18" OC >7 TO 9 �� O n < a. O ADA PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A PAINTED SYMBOL OF ACCESSIBILITY AND A SIGN SHOWING THE ACCESSIBLE SYMBOL. , 12 MIN. 8' MIN. COMPACT SPACE 5. MAXIMUM JOINT SPACING = LAYOUT AS SHOWN ON SITE PLAN 6. JOINT TYPE AS INDICATED ON SITE PLAN 7. JOINTS SHALL Lt } C Z a� z (CENTERLINE TO CENTERLINE OF BLUE STRIPES) 9' MIN. STANDARD SPACE BE CUT AS SOON AS CONCRETE HAS HARDENED TO THE DEGREE THAT EXCESSIVE RAVELING WILL NOT OCCUR c a POLE OR A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE THE PARKING SURFACE'S GRADE. 00 L� 0 o 6. SIDEWALK RAMPS FRONTING AN ADA ACCESS ISLE SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH ADAAG 4.29.2. LIGHT BROOM FINISH, TRANSVERSE TO DIRECTION OF TRAVEL 9. MATERIALS, QUALITY ASSURANCE, PLACEMENT AND CURING � HANDICAPPED PARKING SIGN (FTP -25) SHALL CONFORM TO F.D.O.T. DESIGN SPECIFICATIONS.OF NOTE: REFER TO PLAN SHEET(S) FOR A ,TUAL PARKING SPACE LAYOUT. SHALL CONFORM TO CITY STANDARD SPECIFICATIONS FOR CITY JACKSONVILLE FLORIDA SECTION 130 PORTLAND CEMENT _:. . m 8. ALL SIGNS SHALL BE BOLTED TO POST. ��. CONCRETE AND ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS w4 C?� Cd 0 o, o _ B` -4"R. I--9" CONC. PAVT. r� � ° ° � a ''R -� 7"Cd 1 " SAME SLOPE AS ' ? NR' ADJACENT PAVEMENT 1 kz"R "R. 9" 9" 7" 18" 2` < _ 0 21 i"R q"R n n �5 �5 12" M - 11 13" 10"--•� 8" 10" 1" R n �}�n R R. X�' R. 1 R. T <7 DRW �F R o_ROP c ur:. R. 7n 7n ._. i ° _ _` _ 1/2"R,F- f: �T _C14-- _ - 7 04 X2 EXP. JOINT & co r� ; "R R co <o ^ � r -I 6" ..r.r PROOF ROLLING TO BE ACCOMPLISHED UNDER THE DIRECTION OF THE ENGINEER. PREFORMED JOINT FILLER l _� .L (FOR CONCRETE PAVEMENT ONLY)I---1s" HEADER, DROP, &MONOLITHIC CURB ---I 18" 18" 18"`a 18" 2 VALLEY CURB � CURB DROP CURB MIAMI CURB MEDIAN CURB CITY STANDARD SPECIFICATIONS FOR SUBGRADE, SUBBASE AND BASE MATERIALS 1 SIDEWALK ASPHALT AND CURB SECTION 2 HEADER CURB SIGN NO. FTP -25 12:1 SLOPE (MAX.) CONCRETE SIDEWALK EDGE OF PAVEMENT/FACE OF CURB EDGE OF PAVEMENT/FACE OF CURB 1 8„ _ APPROVED SEALER APPROVED SEALER 1/8" 1 1/2" 1/8's REVISION : / 1/4 No. Date Revision r rt6 - _ Q ' 1/4 „Rt, o. Q 1./4"R,�, 4 o 1 D/08/17 COAB 1 / CJ 2.0% (MAX.) _ D _ ° (260.00 Fl �,- <z 0 CROSS SLOPE co D <, D/t� °, 2 01126/18 COAB 2 Y^" WHEEL STOP L"D"/2 EXPANSION JOINT 3 03/27/18 COAB3 (�•) Xi DOWEL LENGTH D /2 CONTRACTION JOINT CONTROL JOINT 1 1/2" 0 GALVANIZED _� a 0 Cwi Q w CONSTRUCTION JOINT 5' ADA STD• STEEL POST W/CAP = N w W Z w w a PARKING PARKING o > o WHITE a nUa. OW <<z � JOINT SEALER NOTE: � I v)InU 3tnro » » 1. PROVIDE TRANSVERSE EXPANSION JOINTS 0 APPROX. � 0 a w 1/4" - 1/200 APPROVED SEALER BACKER ROD z WHITE v x w N w F 0 30„ SPACING MAX. SPACING OF 50FT. 0 a PORTLAND CEMENT J 2. D = MAINTAIN MINIMAL 4 THICK CONCRETE UNLESS Z F - EXISTING CONCRETE PAVEMENT = OTHERWISE SPECIFIED. r w 60' 6" rte- " 0 in o oin 0 D ., 4� , STRUCTURE` m ?0 2" / 2 / : , _ w w w z w ��z w �/ ORaCASTING, a \ Z 4. Ai z 3 / �' MIN. 3,000 P.S.I. ',�T of °' a `n o ¢ w TRANSVERSE n m m fi- w m I- PREMOLDED JOINT 6 / / / " CONCRETE �, d cn N t° r° N Q o aJ V) MATERIAL EXPANSION JOINTS 6" �-t t--,� �-""I t-�- 4 ca EXPANSION JOINT �1� _ w w �_ mop= P.T. A_6"S:J = a a i = NON EXTRUDING PREMOULDED 6'-0" MAX.) :1b ¢ ADA PARKING NOTES: 00 m r ir _ 4'-0"(MIN. JOINT FILLER(A.S.T.M. D 175) ) D 1. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. MIN. - - r �} NOTES: TYPE F JOINT �T U ':'D- 2. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED PER STANDARDS ESTABLISHED BY THE AMERICANS < 1. MINIMUM 28 -DAY COMPRESSIVE STRENGTH = 4,000 PSI TRANSVERSE e 0 WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). Q 2. MAXIMUM SLUMP = 4 INCHES J DOWEL SIZE AND SPACING REQUIREMENTS 3. PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS. SLAB DEPTH (IN,) DOWEL DIMENSIONS AND SPACING 3. ENTRAINED AIR CONTENT = 4 TO 7% 4. THICKNESS, d AS SHOWN ON SITE PLAN ROUND (SEE NOTE 9) 5 TO 7 3/4"x14" ® 18" OC >7 TO 9 1 "x16" ® 18" OC < a. 4. ADA PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A PAINTED SYMBOL OF ACCESSIBILITY AND A SIGN SHOWING THE ACCESSIBLE SYMBOL. , 12 MIN. 8' MIN. COMPACT SPACE 5. MAXIMUM JOINT SPACING = LAYOUT AS SHOWN ON SITE PLAN 6. JOINT TYPE AS INDICATED ON SITE PLAN 7. JOINTS SHALL Lt } C Z 5. ADA SIGNS ARE TO BE LOCATED DIRECTLY IN FRONT OF AN ACCESSIBLE PARKING SPACE AND MOUNTED, EITHER ON A (CENTERLINE TO CENTERLINE OF BLUE STRIPES) 9' MIN. STANDARD SPACE BE CUT AS SOON AS CONCRETE HAS HARDENED TO THE DEGREE THAT EXCESSIVE RAVELING WILL NOT OCCUR c a POLE OR A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE THE PARKING SURFACE'S GRADE. AND BEFORE UNCONTROLLED SHRINKAGE CRACKING BEGINS8. 12 6. SIDEWALK RAMPS FRONTING AN ADA ACCESS ISLE SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH ADAAG 4.29.2. LIGHT BROOM FINISH, TRANSVERSE TO DIRECTION OF TRAVEL 9. MATERIALS, QUALITY ASSURANCE, PLACEMENT AND CURING 7. HANDICAPPED PARKING SIGN (FTP -25) SHALL CONFORM TO F.D.O.T. DESIGN SPECIFICATIONS.OF NOTE: REFER TO PLAN SHEET(S) FOR A ,TUAL PARKING SPACE LAYOUT. SHALL CONFORM TO CITY STANDARD SPECIFICATIONS FOR CITY JACKSONVILLE FLORIDA SECTION 130 PORTLAND CEMENT m 8. ALL SIGNS SHALL BE BOLTED TO POST. CONCRETE AND ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS DOWEL SIZE AND SPACING REQUIREMENTS "D" CONSTRUCTION JOINTS (TYPE D SLAB DEPTH (IN,) DOWEL DIMENSIONS AND SPACING ROUND (SEE NOTE 9) 5 TO 7 3/4"x14" ® 18" OC >7 TO 9 1 "x16" ® 18" OC >9 TO 12 1-.1 /4"x18" EXPANSION JOINTS NEW SIDEWALKXIST: -14EWAL� L P.C. CONTROL JOINT PLAN N � `W HANDICAP PARKING SPACE 3 PARKING SPACE 4 IV . N ,m CONCRETE PAVEMENT SECTION 5 TYPICAL SIDEWALK DETAILS 6 � N J C)>CO a z 1 /4"MAX. LIP 8" SIDEWALK 5' TYP. CITY STREETS '. ALLOWED 14' RESIDENTIAL STREETS 5' TYP. CITY STREETS SIDEWALK �''� STRIP 6' MIN. RAMP 3' MIN. > w i N (SEE PLAN) 4' RESIDENTIAL STREETS STANDARD iz T Cn 4-1 CUT & REMOVE N 8" 4 MIN. U �Q w CURB (MIAMI CURB RAMP CURB a RAMP CURB '� q &GUTTER SHOWN) 85„ .-1 z N al dam- �' x z N CL o+ RAMP CURB ---- 'a ALLOWED -------------- 4 TRUNCATED DOMES 2 : . , . • U r CITY STD. OR MIAMI ,_ IZ o 2 Q :x Z CURB & GUTTER f 4 MIN. W ° °a°o° °o 12 1 MAX. p ° o ° ° p 0 ° 0 2' DROP CURB (COUNTY STANDARD Z > 0 0°000° °00000°0°° CURB & GUTTER SHOWN) Z CUT &REMOVE STD. C°y°�°0p0 0°° 000p00000 CURB & GUTTER SHOWNrze�° ° `' 0 °" TRUNCATED DOMES SECTION B -B Y � SECTION A -A ?• IF CURB &GUTTER IS EXISTING N.T.S.000000 a CUT &REMOVE EXISTING CURB 0 DETECTABLE o 0 o OP OF CURB FAC PERPENDICULAR WARNING o 0 0 0 Y 'Q ON RAMPS THAT ARE PERPEN& GUTTER TO CONSTRUCT TRANSITION WITH o°o°o°o 0 THE CURB LINE, THE DOME PATTERN 2 A A " SHALL BE IN-LINE WITH THE DIRECTION OF A z EDGE OF DETECTABLE 2.35" TRAVEL. ON RAMPS INTERSECTING CURBS w CUT AND REMOVE STANDARD CURB AND GUTTER WARNING GUTTER �ON A RADIUS, THE DOME PATTERN SHALL z EXISTING CURB AND OR MIAMI CURB AND GUTTER 0 " GUTTER TO CONNECT PLAN VIEW (SEE PLAN) PLAN VIEW BE IN-LINE WITH THE DIRECTION OF TRAVEL M z TRANSITIONTO THE EXTENT PRACTICAL. PLAN VIEW VARIES N.T.S. N.T.S. o.s" INTEGRAL N.T.S. _ -CRAMP DOME 0 TRUNCATED DOME N RAMP W/ INTEGRAL CAST CURB (SEE DETAIL) ROP CURB (ON EXIST. FACILITIES REMOVE & RECONSTRUCT CURB/CURB & GUTTER) Sheet Name 0- tk NOTES: _to 6' CURB TRANSITION 4' MIN. 6' CURB TRANSITION w 6" 1. HANDICAP RAMPS, SPACES AND SIGNAGE SHALL MEET AMERICAN NATIONAL "' DROP CURB 12:1 MAX Site STANDARD A117.1 AND ALL APPLICABLE CITY AND STATE REQUIREMENTS. 0.2" N 12:1 MAX o VARIES 2. THE CONTRACTOR SHALL INSTALL DETECTABLE WARNING SURFACES IN TRUNCATED DOME O O O NOTE: Details iE -RAMP ACCORDANCE WITH A.D.A. REQUIREMENTS. REFER TO FLORIDA BUILDING CODE ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE FOR FURTHER INFORMATION. 0 0 0 0 WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 TOP OF CURB FACE BACK OF SIDEWALK w RAMP W/ SEPARATELY CAST CURB 3. DETECTABLE WARNINGS IN CURB RAMPS/CROSSWALKS SHALL COMPLY WITH INCHES 610 mm FROM THE BACK OF CURB. z ALL ADA REQUIREMENTS INCLUDING 4.7.7 / 4.29 AND FDOT INDEX NO. 304. THE TOP WIDTH OF THE DOME SHALL PLAN VIEW ( ) Sheet Number RAMP CURB OPTIONS BE A MINIMUM OF 50% AND A MAXIMUM Z OF 65% OF THE BASE DIAMETER. SECTION A -A GUTTER C=510 N.T.S. W CURB CUT/HANDICAP RAMPS Project Number Cn 16-470 C• W mf 0. H( zi W; Q: fN - a� u W< 0 U V7 3V �F Q C3 a W c iE 4 ZLL ILL F - C9 LL aha O C ILLC 0- W W W O C U ZZ Q w N Uw W W w X W WNW � W } W Nz WQ CL X Z w" W Z z - c� (n W W N 13 WATER MAIN AND NON -WATER MAIN SEPARATION REQUIREMENTS - NOTES 1. IT IS REQUIRED THAT "WATER MAINS" BE INSTALLED, CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION, THE PHRASE "WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION, THE PHRASE "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62.610, F.A.C. 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS MAY BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP OF THE SEWER (SPECIAL CASE). 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLE TWELVE (12) INCHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY AT SUCH CROSSINGS THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 1-- I UTILITY WASTEWATER POTABLE WATER GRAVITY AND FORCEMAIN RECLAIMED WATER VACUUM SEWERS ���>tsi:s<a�irr r SPACING* SPACING* SPACING* POTABLE WATER 3' 12" 3' 6' to 10' A LOCATE WIRE SHALL BE PLACED ON SERVICES 10FT OR GREATER. 6 3' 12" 6 'xl�(f fUj >_ CoC 12" 3 SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES <i �� �;° I 9 �p NOTE 2 3 OR 4 SERVICES (SEE NOTE #5) 5 OR MORE SERVICES (SEE NOTE #5) P/L P/L U ^ m W NOTE 2 MIN. (NO GLUED TEES) .... ..... .... .... .. ... ....... 2,,.POLYTUBING........... .. 4" PVC 4" D.I.P. OR MAIN 2' 2 'EA UTILITY (MIN) WHERE I J �. ON N O M O N �t 2 METER W/ MULTIPLE TAPS ARE _j z LU 3' 12" LEASEMENT CURB STOP CONSTRUCTED •� V 12" NOTE 2 R/W AX 20-M 1" POLY m LU NOTE 2 NOTE 1 E 0 E\ CE MARKER ;�} ' m WATER U. ,I' V) 00 L0 00 O Z i U LO 1 V POLY TUBING WPY" 1" MIP PACK RE RED FOIR N W ........... (TYP)............. TAPPING SLEEVE OR FITTING JOINT COUPLING DEVELOPMENT AREAS( - �, �" co Ln .� (SEE NOTE #4) NOTE 2 HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS MULTI -SERVICE "Y" 2" CID INLET AND 3 SET AT FINAL GRADE (NOTE #7) WATER MAIN AND NON -WATER MAIN SEPARATION REQUIREMENTS - NOTES 1. IT IS REQUIRED THAT "WATER MAINS" BE INSTALLED, CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION, THE PHRASE "WATER MAINS" SHALL MEAN MAINS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION, THE PHRASE "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62.610, F.A.C. 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS MAY BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP OF THE SEWER (SPECIAL CASE). 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLE TWELVE (12) INCHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY AT SUCH CROSSINGS THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 1-- I UTILITY WASTEWATER POTABLE WATER GRAVITY AND FORCEMAIN RECLAIMED WATER VACUUM SEWERS CONFLICTING UTILITY HORIZ. VERT. JOINT HORIZ. VERT. JOINT HORIZ. VERT. JOINT HORIZ. VERT. JOINT SPACING* SPACING* SPACING* SPACING* POTABLE WATER 3' 12" 3' 6' to 10' 12" 6 3' 12" 6 3' to 10' 12" 3 METER COUPLING (NOTE #4) NOTE 1 �p NOTE 2 N NOTE 5 NOTE 2 MIN. (NO GLUED TEES) .... ..... .... .... .. ... ....... 2,,.POLYTUBING........... .. 4" PVC CURB STOP LOCATE WIRE PIG TAIL END LONG) NOTE 2 ON N O M O N �t NOTE 2 RECLAIMED WATER 3' 12" NOTE 2 NOTE 1 12" NOTE 2 3' 12" NOTE 2 NOTE 1 12" ,I' V) 00 L0 00 O Z i U LO 1 0 +� (d ........... (TYP)............. TAPPING SLEEVE OR " CORPORATION STOP REQUIRED ON z - �, �" co Ln .� NOTE 2 WASTEWATER ALL SERVICES REGARDLESS OF SIZE. o JEA N �- 3' 0 I - (CONNECTED DIRECTLY INTO SADDLE) METER (� dj O ( GRAVITY GRAVITY AND FORCE MAIN 6' to 10' 12" NOTE 2 NOTE 1 12„61 6 NOTE 1 12" 3 NOTE NOTE 1 12" 3' M 0 0 0 (NEAR UG ELECTRICAL WATER METER BOX (TYP) JCONNECTION TO CUSTOMER'S 2 �" O NOTE 2 VACUUM SEWERS 3' to 10' 12" 3 NOTE 2 3 NOTE 1 12" 6, 3' NOTE 1 12 3' NOTE 2 3' NOTE 1 12" 3' NOTE 2 RIGHT OF WAYS 3' NOTE 1 N/A N/A 3' NOTE 1 N/A N/A NOTE 1 N/A N/A NOTE 1 N/A N/A PERMANENT Q U P/L: PROPERTY LINE (100LF MAX., NOTE #3) 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, ETC. � z NOTES: 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER STORM 3' 12" 3' 3' 12" 3' 3' 3' 3' 3' SEWERS NOTE 1 2. UNLESS SPECIFIED OTHERWISE NOTE 2 NOTE 1 NOTE 2 NOTE 1 12" NOTE 2 NOTE 1 12„ NOTE 2 ALL OTHER 3' 12" 3' 3' 12" 3' 3' 3' 3' 3' UTILITIES NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 12" NOTE 2 NOTE 1 12" NOTE 2 HREE INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY JEA, THE WATER METER BOX SHALL BE 2. SINGLE BAND SADDLES JANUARYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES LOCATED IN NON -TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE WATER MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND {" CONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, ATA SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED,; MINIMUM (SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP). .SET TOP OF BOX AT ON A DRY 10 INCH OR SMALLER PVC WATER MAIN SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER.. NOTES: I FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE T NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE (3) FEET FROM ANY RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE I 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED N SIDEWALK OR DRIVEWAY OR THE UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER; AT LEAST 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE, THREE FEET OF HORIZONTAL SEPARATION IS COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. OTHERWISE BYS THE CONSTRUCT POLY LINE WITH 24"NS (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL THREE (3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATE 2 DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION BE SAME SIZE AS THE METER 1" MINIMUM AND BE INSTALLED PERPENDICULAR T ( ) CU R O THE MAIN AND NOT EXCEED 100LF UNLESS "a ' LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE FOR EACH ADDITIONAL FOOT OF DEPTH. 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT APPROVED OTHERWISE BY JEA. SE M SANITARY SEWER OR WASTEWATER FORCE MAIN. OUTSIDE THE EASEMENT AREA. 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM 2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION. 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (I.E.: IF NO METER IS INSTALLED). WATER SERVICES CLOSES 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A'W" CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER 3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. METER BOX SHALL BE 2 FEET MAXIMUM. FOR DOUBLE 1" SERVICES, THE 2" POLY MAIN SHALL BE LOCATED CENTERED BETWEEN PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER SERVICE IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). REVISION MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE, THE THE TWO METER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. IF LOCATE WIRE IS ) REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX (W/ PIG TAIL) TO THE MAIN (DEAD END SHALL BE TAPED WITH NO THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, 4. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND). ALL EXCEPTIONS TO PRIOR TO CONSTRUCTION. 5. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. No. Date Revision THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. 5• WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM NOTESON UTILITY SEPARATION REQUIREMENTS SEPARATION SHALL BE 12 INCHES, 5. GANG WATER SERVICES: FOR 3 OR 4SERVICES IN ONE AREA, A DUCTICLE IRON PIPE (D.I.P.) WATER MAIN EXTENSION W/LOCATE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF 1 08/08/17 COAG 1 WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. JANUARY 2017 6. REFER TO SECTION -350, PARAGRAPH 111.4. SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN 2 01/26/18 COAB 2 PLATE W-1 1 EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE 7. METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX (i.e. NO DIRT, TRASH OR OTHER DEBRIS DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON CENTER -MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE PLACED ON TOP OF BOX). CONSTRUCTED, THE HEADER PIPE SHALL BE 4" AT A MINIMUM, EXAMPLE: CONSTRUCT A 4" MAIN PVC CROSSING THE STREET FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" DIP, 4" PIPE, 4"X1" SADDLES AND 1" CORP STOPS (NO GLUED TEE FITTINGS). THE 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44. SEPARATIONR E Q U I R E M I_=NTS FOR 4" OR LARGER D.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. 6. DOUBLE 1"WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. WATER SERVICE DETAIL- 2 �� AND SMALLER METER WATER, WASTEWATER AND RECLAIMED WATER MAINS 7. A V IRRIGATION SERVICE MAYBE TAPPED INTO THE (V MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES THE SAME CUSTOMER) UTILIZING A 1" BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). JANUARY 2017 PLATE W-108. No 2" AND SMALLER JANUARY 2017 PLATE W-2 WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT A MIN. OF 10' FROM THE POTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS APPROVED OTHERWISE BY JEA. z n WATER OR RECLAIM SERVICE INSTALLATIONS z 2" AND SMALLER METER z January 2017 PLATE W-1 MJ TEE, [HYDRANT/ANCHOR TEE SHALL n BE APPROVED BY O&M MANAGER] HYDRANT SUMP (PROVIDE GRAVEL PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) D 3/4" RODS (24" LONG MIN) 30" MIN. C 13 6" PIPE O 60 L N 3/4' RODS ALONG FIRST 15 LF FROM HYDRANT (NOTE #2) C r ° D 6" M.J. GATE VALVE (RESTRAINTS REQj 2'-8" APPLY GROUT TO FILL ANNULAR SPACE POSITIONED NEAREST TEE FITTING MECHANICAL RESTRAINT REQUIRED (TYP) PAINT COVER AND INSIDE OF BOX BLUE BETWEEN VALVE BOX AND CONCRETE PAD J WATER MAIN COMPACTED EARTH (TYP) 24" ROUND PRECAST CONCRETE 90° BEND TO BE SMOOTH HOSE BIBB � D PAD 4" THICK (SEE SPEC) SET ON C PLAN MAXIMUM TRENCH WIDTH COMPACTED EARTH, (SEE NOTE# 6) REMOVED) (TO BE REMOVED) 3ENERAL BACKFILL q (SEE NOTE #1) MATERIAL COMPACTED VALVE BOX ADJUSTMENT (SEE NOTE# 5)co D TO 100% MAX.ASTM D698 FINISHED GRADE WATER SHALL FLOW PROVIDE RAISED PAVEMENT MARKER / PROVIDE BLUE PAINT TO ✓ •: s / z �� NOT ANGLE SEE NOTE #6) ;SEE NOTE #5 VALVE BOX & COVER (TYP) i�f CV STRAIGHT DOWN ( ( ) '� N �/. THE INSIDE OF THE TOP SECTION yj\%j/ /j\/�w � � 3 -WAY FIRE HYDRANT PUMPER NOZZLE \y OF THE BOX (NOTE #5) \\��\ �\��\ M In b I+ TO FACE q OF PAVEMENTiv /p 6" PVC RISER PIPE N > ELECTRONIC LOCATE BALL MARKER o) FINISHED GRADE '� W i (SEE NOTES #3 & #4) \� (LENGTH AS REQUIRED) m RISER WITHIN 12" FROM I� C WATER VALVE BOX 2 \ - BACKFILL COMPACTED TO 98% (COVER PAINTED YELLOW) MAX. DENSITY, ASTM D698 (SEE PROVIDE "V" CUTIN TOP OF 6" (NOTE #10) 1 �* RISER PIPE FOR LOCATE WIRE BREAKABLE FLANGE z NOTES #3 & #4) GATE VALVE W/ 2" OPERATING /x\/x\ / / / LOCATED (1 "MIN.) ABOVE � FINISHED � ACCESS INTO VALVE BOX NUT (NOTE #4) FINISHED GRADE co GRADE PIPE DIAMETER /� PLASTIC DEBRIS SHIELD REQUIRED ^I cd C� PIPE W/ LOCATING WIRE ON ALL VALVES 12" AND SMALLER 4_j cd 'r (SEE NOTE # 9) PIPE V22" SIZE MIN.) (TO BE V J //\ REMOVED) ROUTE TO \\y - PIPE TO BE INSTALLED ON ROADWAY SHOULDER IF V LU / UNDISTURBED SOIL OR SUITABLE \!�\ LOCATE WIRE IF REQUIRED = I -\f\\•"° REQUIRED (SEE NOTES) `'i LEAVE DRAIN d O SOIL COMPACTED TO 100% MAX. RESTRAINED MECHANICAL (SEE NOTE #1) z \ ` �\ �\ HOLES OPEN w w DENSITY, ASTM D698 (NOTE #2) JOINT (TYP) T°� 12" (MIN) LAYER OF #57 C� j BARE WIRE DEAD-END � w \\ _� STONE (REQUIRED FOR BUSHING IF REQ. (TO BE REMOVED) (NOTE #1) / o /� UNDISTURBED EARTH 1" THREADED PLUG (TO BE INSTALLED AFTER VALVES 20" AND LARGER, IM (NOTE #7) ® BACTERIOLOGICAL CLEARANCE IS RECEIVED) f C) > 90° DEGREE BEND (TO BE REMOVED) `/ Qt N NOTES: V CORPORATION STOP CONNECTED TYPICAL TRENCHDIRECTLY INTO SADDLE (TO REMAIN) 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE '.r "`•+ PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. 1" WATER SERVICE SADDLE PROVIDE FILTER FABRIC (MARAFI 700X, 140-S HYDRANT SUMP NOTES: 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44). (TO REMAIN) (NOTE THAT OUTLET, OR EQUAL) TO TOP AND ALL 4 SIDES. 2,-8„ 3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT/(ASPHALT IF NO CURB) 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION ()F 1 FOOT ABOVE THE TOP OF THE PIPE AND THE TO ALL BELOW GRADE VALVES. THEW' CUT IS AT 3:00 OR 9:00 POSITION) CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL,>S POSSIBLE OR AS REQUIRED BY OSHA TO BE PAINTED BLUE WATER/PURPLE RECLAIMED. SECTION STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION 01801, PARAGRAPH #4)) TO DETERMINE MAXIMUM WATER MAIN (SIZE & TYPE VARIES) NOTES: PAYLINE WIDTHS. 4. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE NOTES: 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. SHOULDERS (NON -TRAFFIC AREAS). SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE ABOVE THE TOP OF THE PIPE. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE 80X. THE LOCATE 2. T 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL (SUITABLE SOIL) AND HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING &FITTINGS (AS NOTED), 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. WIRES WITH A 12" LONG PIG -TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 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 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM �OF STRUCTURES SHALL BE PLACED IN 6 INCH 6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE AX" HOLE IN 3. PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL. AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (LE. THE PUMPER NOZZLE). THE COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 100°k OF IT'S MAXIMUM DENSITY AS DETERMINED BY THE BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS LABORATORY MODIFIED PROCTOR TEST, ASTM D698. INSTALLED ON FIRE HYDRANT BRANCH LINES. 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A 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). 5. SEE" EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS AND EXCEPTIONS INCLUDING REMOVAL 7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUND SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. ALL PIPING, VALVES AND FITTINGS N N S ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE AND REPLACEMENT OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIFIIEMENTS AND DENSITY TESTING OF COMPACTED PERIMETER, MAY BE USED. 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES SOILS. RESPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS. REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. OPEN CUT TRENCH FOR PRESSURE PIPE UP TO X THE OVERALL HEIGHT OF THE VALVE. 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT 9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING TEMPORARY SAMPLE TAP HALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. JANUARY 2017 IN STATE ROAD RIGHT -OF-WAY PLATE W -42A NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION, SHIELD SHALL BE BY Sheet Name 4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND AFC, BOXLOK OR APPROVED EQUAL. JANUARY 2017 PLATE W-25 REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER SHALL BE PAINTED RED. (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER). Water 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS, THIS IS ESPECIALLY WATER VALVE INSTALLATION DETAIL 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 JANUARY 2017 PLATE W-1 S Details 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 Sheet Number JANUARY 2017 USING MECHANICAL JOINT TEE PLATE W13 C=520_ Project Number 16-470 2 POLY TUBING ( OR 4 1" FIP OUTLET) CO -POLYMER METER BOX �o l, - C11 LONG -SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH POLY TUBING (1"MIN.) & COVER (NOTE #1) N JOINT COUPLING 24" SEPARATION AT A METER COUPLING (NOTE #4) �p N MIN. (NO GLUED TEES) .... ..... .... .... .. ... ....... 2,,.POLYTUBING........... .. 4" PVC CURB STOP LOCATE WIRE PIG TAIL END LONG) (MAX) ON N O M O N �t O Z . (12" Ln N ROApWAY....... .... .... SADDLE.VY/CORP .2"SADDLEW/CORP STOP STOP \.\ . \�� /\/ / / / / \, e .�\.� .� .� / /\.�\. \. ,I' V) 00 L0 00 O Z i U LO 1 0 +� (d ........... (TYP)............. TAPPING SLEEVE OR " CORPORATION STOP REQUIRED ON z - �, �" co Ln .� 2' MAX (SEE NOTE #4) TEE WITH VALVE ALL SERVICES REGARDLESS OF SIZE. o JEA N �- 1 - 0 (CONNECTED DIRECTLY INTO SADDLE) METER (� dj O S, WATER MAIN SHORT -SIDE WATER SERVICE (NOTE #4 d 5 POLY TUBING (1" MIN.) METER BOX LOCATION 2' M 0 0 0 (NEAR UG ELECTRICAL WATER METER BOX (TYP) JCONNECTION TO CUSTOMER'S co W �" O BOX, NOTE #1) 2 7 1/2' JEA UTILITY EASEMENT SET CURB STOP AS WATER MAIN AND BACKFLOW PREVENTER (IF APPLICABLE) '-� V a U R 10'x10' JEA UTILITY RNV ® EASEMENT W/UG ELECTRIC SERVICE SADDLE CLOSE TO WALL }"AS POSSIBLE (2 MAX) (SEE NOTE #2) SET METER ON UNDISTURBED cd U 4; OR COMPACTED SOIL�'i. OR DRAINAGERNV: RIGHT OF WAY LINE P/L EASEMENT (NOTE #3) P/L POLYETHYLENE WATER SERVICE LINE Q U P/L: PROPERTY LINE (100LF MAX., NOTE #3) DOUBLE V WATER SERVICE ACCEPTABLE RANGE FOR TAPS 0°-45° S (SEE NOTE #6) � z NOTES: 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER DISTRIBUTION MAIN BOX SHALL LOCATED AT THE RNJ LINE BUT INSIDE THE 7 1/2' ELECTRIC EASEMENT. 2. UNLESS SPECIFIED OTHERWISE NOTES: ISM �; F BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL BE LOCATED IN THE JEA 7 1/2' UTILITY EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET (MAX) 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. $ HREE INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY JEA, THE WATER METER BOX SHALL BE 2. SINGLE BAND SADDLES JANUARYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES LOCATED IN NON -TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE WATER MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND {" CONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, ATA SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED,; MINIMUM (SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP). .SET TOP OF BOX AT ON A DRY 10 INCH OR SMALLER PVC WATER MAIN SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER.. NOTES: I FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE T NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE (3) FEET FROM ANY RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE I 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED N SIDEWALK OR DRIVEWAY OR THE UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER; AT LEAST 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION AND MAINTENANCE, THREE FEET OF HORIZONTAL SEPARATION IS COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. OTHERWISE BYS THE CONSTRUCT POLY LINE WITH 24"NS (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL THREE (3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATE 2 DEPTH, PROVIDE AN ADDITIONAL FOOT OF SEPARATION BE SAME SIZE AS THE METER 1" MINIMUM AND BE INSTALLED PERPENDICULAR T ( ) CU R O THE MAIN AND NOT EXCEED 100LF UNLESS "a ' LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE FOR EACH ADDITIONAL FOOT OF DEPTH. 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT APPROVED OTHERWISE BY JEA. SE M SANITARY SEWER OR WASTEWATER FORCE MAIN. OUTSIDE THE EASEMENT AREA. 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM 2. THE MINIMUM JOINT SPACING REQUIRED FROM CROSSING FROM OTHER UTILITIES WHILE STILL MAINTAINING MINIMUM VERTICAL SEPARATION. 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (I.E.: IF NO METER IS INSTALLED). WATER SERVICES CLOSES 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A'W" CUT INTO THE CURB (CLOSEST TO THE METER BOX), AND ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER 3. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. METER BOX SHALL BE 2 FEET MAXIMUM. FOR DOUBLE 1" SERVICES, THE 2" POLY MAIN SHALL BE LOCATED CENTERED BETWEEN PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER SERVICE IS "NOT IN USE", A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). REVISION MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE, THE THE TWO METER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. IF LOCATE WIRE IS ) REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX (W/ PIG TAIL) TO THE MAIN (DEAD END SHALL BE TAPED WITH NO THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, 4. NO WATER PIPE SHALL PASS THROUGH OR COME INTO CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURES. CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND). ALL EXCEPTIONS TO PRIOR TO CONSTRUCTION. 5. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. No. Date Revision THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. 5• WATER MAIN SHOULD CROSS ABOVE OTHER PIPES WHENEVER POSSIBLE. WHEN WATER MAIN MUST BE BELOW OTHER UTILITY PIPING, THE MINIMUM NOTESON UTILITY SEPARATION REQUIREMENTS SEPARATION SHALL BE 12 INCHES, 5. GANG WATER SERVICES: FOR 3 OR 4SERVICES IN ONE AREA, A DUCTICLE IRON PIPE (D.I.P.) WATER MAIN EXTENSION W/LOCATE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF 1 08/08/17 COAG 1 WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. JANUARY 2017 6. REFER TO SECTION -350, PARAGRAPH 111.4. SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN 2 01/26/18 COAB 2 PLATE W-1 1 EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE 7. METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX (i.e. NO DIRT, TRASH OR OTHER DEBRIS DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON CENTER -MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE PLACED ON TOP OF BOX). CONSTRUCTED, THE HEADER PIPE SHALL BE 4" AT A MINIMUM, EXAMPLE: CONSTRUCT A 4" MAIN PVC CROSSING THE STREET FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" DIP, 4" PIPE, 4"X1" SADDLES AND 1" CORP STOPS (NO GLUED TEE FITTINGS). THE 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44. SEPARATIONR E Q U I R E M I_=NTS FOR 4" OR LARGER D.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. 6. DOUBLE 1"WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. WATER SERVICE DETAIL- 2 �� AND SMALLER METER WATER, WASTEWATER AND RECLAIMED WATER MAINS 7. A V IRRIGATION SERVICE MAYBE TAPPED INTO THE (V MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES THE SAME CUSTOMER) UTILIZING A 1" BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). JANUARY 2017 PLATE W-108. No 2" AND SMALLER JANUARY 2017 PLATE W-2 WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT A MIN. OF 10' FROM THE POTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS APPROVED OTHERWISE BY JEA. z n WATER OR RECLAIM SERVICE INSTALLATIONS z 2" AND SMALLER METER z January 2017 PLATE W-1 MJ TEE, [HYDRANT/ANCHOR TEE SHALL n BE APPROVED BY O&M MANAGER] HYDRANT SUMP (PROVIDE GRAVEL PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) D 3/4" RODS (24" LONG MIN) 30" MIN. C 13 6" PIPE O 60 L N 3/4' RODS ALONG FIRST 15 LF FROM HYDRANT (NOTE #2) C r ° D 6" M.J. GATE VALVE (RESTRAINTS REQj 2'-8" APPLY GROUT TO FILL ANNULAR SPACE POSITIONED NEAREST TEE FITTING MECHANICAL RESTRAINT REQUIRED (TYP) PAINT COVER AND INSIDE OF BOX BLUE BETWEEN VALVE BOX AND CONCRETE PAD J WATER MAIN COMPACTED EARTH (TYP) 24" ROUND PRECAST CONCRETE 90° BEND TO BE SMOOTH HOSE BIBB � D PAD 4" THICK (SEE SPEC) SET ON C PLAN MAXIMUM TRENCH WIDTH COMPACTED EARTH, (SEE NOTE# 6) REMOVED) (TO BE REMOVED) 3ENERAL BACKFILL q (SEE NOTE #1) MATERIAL COMPACTED VALVE BOX ADJUSTMENT (SEE NOTE# 5)co D TO 100% MAX.ASTM D698 FINISHED GRADE WATER SHALL FLOW PROVIDE RAISED PAVEMENT MARKER / PROVIDE BLUE PAINT TO ✓ •: s / z �� NOT ANGLE SEE NOTE #6) ;SEE NOTE #5 VALVE BOX & COVER (TYP) i�f CV STRAIGHT DOWN ( ( ) '� N �/. THE INSIDE OF THE TOP SECTION yj\%j/ /j\/�w � � 3 -WAY FIRE HYDRANT PUMPER NOZZLE \y OF THE BOX (NOTE #5) \\��\ �\��\ M In b I+ TO FACE q OF PAVEMENTiv /p 6" PVC RISER PIPE N > ELECTRONIC LOCATE BALL MARKER o) FINISHED GRADE '� W i (SEE NOTES #3 & #4) \� (LENGTH AS REQUIRED) m RISER WITHIN 12" FROM I� C WATER VALVE BOX 2 \ - BACKFILL COMPACTED TO 98% (COVER PAINTED YELLOW) MAX. DENSITY, ASTM D698 (SEE PROVIDE "V" CUTIN TOP OF 6" (NOTE #10) 1 �* RISER PIPE FOR LOCATE WIRE BREAKABLE FLANGE z NOTES #3 & #4) GATE VALVE W/ 2" OPERATING /x\/x\ / / / LOCATED (1 "MIN.) ABOVE � FINISHED � ACCESS INTO VALVE BOX NUT (NOTE #4) FINISHED GRADE co GRADE PIPE DIAMETER /� PLASTIC DEBRIS SHIELD REQUIRED ^I cd C� PIPE W/ LOCATING WIRE ON ALL VALVES 12" AND SMALLER 4_j cd 'r (SEE NOTE # 9) PIPE V22" SIZE MIN.) (TO BE V J //\ REMOVED) ROUTE TO \\y - PIPE TO BE INSTALLED ON ROADWAY SHOULDER IF V LU / UNDISTURBED SOIL OR SUITABLE \!�\ LOCATE WIRE IF REQUIRED = I -\f\\•"° REQUIRED (SEE NOTES) `'i LEAVE DRAIN d O SOIL COMPACTED TO 100% MAX. RESTRAINED MECHANICAL (SEE NOTE #1) z \ ` �\ �\ HOLES OPEN w w DENSITY, ASTM D698 (NOTE #2) JOINT (TYP) T°� 12" (MIN) LAYER OF #57 C� j BARE WIRE DEAD-END � w \\ _� STONE (REQUIRED FOR BUSHING IF REQ. (TO BE REMOVED) (NOTE #1) / o /� UNDISTURBED EARTH 1" THREADED PLUG (TO BE INSTALLED AFTER VALVES 20" AND LARGER, IM (NOTE #7) ® BACTERIOLOGICAL CLEARANCE IS RECEIVED) f C) > 90° DEGREE BEND (TO BE REMOVED) `/ Qt N NOTES: V CORPORATION STOP CONNECTED TYPICAL TRENCHDIRECTLY INTO SADDLE (TO REMAIN) 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE '.r "`•+ PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. 1" WATER SERVICE SADDLE PROVIDE FILTER FABRIC (MARAFI 700X, 140-S HYDRANT SUMP NOTES: 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44). (TO REMAIN) (NOTE THAT OUTLET, OR EQUAL) TO TOP AND ALL 4 SIDES. 2,-8„ 3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT/(ASPHALT IF NO CURB) 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION ()F 1 FOOT ABOVE THE TOP OF THE PIPE AND THE TO ALL BELOW GRADE VALVES. THEW' CUT IS AT 3:00 OR 9:00 POSITION) CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL,>S POSSIBLE OR AS REQUIRED BY OSHA TO BE PAINTED BLUE WATER/PURPLE RECLAIMED. SECTION STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION 01801, PARAGRAPH #4)) TO DETERMINE MAXIMUM WATER MAIN (SIZE & TYPE VARIES) NOTES: PAYLINE WIDTHS. 4. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE NOTES: 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. SHOULDERS (NON -TRAFFIC AREAS). SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE ABOVE THE TOP OF THE PIPE. 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE 80X. THE LOCATE 2. T 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL (SUITABLE SOIL) AND HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING &FITTINGS (AS NOTED), 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. WIRES WITH A 12" LONG PIG -TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 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 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM �OF STRUCTURES SHALL BE PLACED IN 6 INCH 6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE AX" HOLE IN 3. PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL. AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (LE. THE PUMPER NOZZLE). THE COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 100°k OF IT'S MAXIMUM DENSITY AS DETERMINED BY THE BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS LABORATORY MODIFIED PROCTOR TEST, ASTM D698. INSTALLED ON FIRE HYDRANT BRANCH LINES. 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A 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). 5. SEE" EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS AND EXCEPTIONS INCLUDING REMOVAL 7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUND SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. ALL PIPING, VALVES AND FITTINGS N N S ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE AND REPLACEMENT OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIFIIEMENTS AND DENSITY TESTING OF COMPACTED PERIMETER, MAY BE USED. 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S ENVIRONMENTAL RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES SOILS. RESPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS. REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. OPEN CUT TRENCH FOR PRESSURE PIPE UP TO X THE OVERALL HEIGHT OF THE VALVE. 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT 9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING TEMPORARY SAMPLE TAP HALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. JANUARY 2017 IN STATE ROAD RIGHT -OF-WAY PLATE W -42A NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION, SHIELD SHALL BE BY Sheet Name 4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND AFC, BOXLOK OR APPROVED EQUAL. JANUARY 2017 PLATE W-25 REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER SHALL BE PAINTED RED. (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER). Water 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS, THIS IS ESPECIALLY WATER VALVE INSTALLATION DETAIL 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 JANUARY 2017 PLATE W-1 S Details 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 Sheet Number JANUARY 2017 USING MECHANICAL JOINT TEE PLATE W13 C=520_ Project Number 16-470 zF QFL z Q� N� 2C w� 0; vi - LLJ �G (n W< �a u vi LA Q 00 w, W 2 Z2 �LL 123 2& w N LLL 0:a w rr � C 0- 0: W LL - 0LL ifz OV Z�Zz Q� 0_w o rn UN w wCL X w 0 W w� �- w �z V)Q CL wz wz 0 WEn 0 n SLOT OPENINGS SHALL NOT BE Uj M RAISED LETTERS, 1 3/4" HIGH °• CO IN WALLS WITH GRATE SEAT �� •.._. D FLUSH WITH TOP OF COVER 6" ��� 1 3/4" —a w n Y Ci 000000000 000000000 4 • JLU z 6 / BRICK P L A N T ! ��. z o SLOT OPENINGS SHALL C' 2 3/4" NOT BE IN WALLS <09 2"x2"x?" 4WITH GRATE SEAT COVER 2— #8 ® 6" O.C. RAISED LETTERS 1" HIGH 2 1/4" 4'-1 3'-1 FLUSH WITH TOP OF COVER / " " _J _ STORM Q Q SEWER „ NOTE: CONC. DESIGN STRENGTH Li � 3 1/4» 2 — CONCEALED PICKHOLES 5 -6 4000 P.S.I. U) ; 6" EYE BOLTS (SEE PLATE D-210) 6>, 2'-0" 6" �„ 2 2 / ?"3 �PLAN 3 T4„ ALL EXPOSED CORNERS PRECAST IN ACCORDANCE AND EDGES TO BE 2 WITH LATEST EDITIONS 11 I Q I I Q7 I I U I I 0 I I W I I LL - I I o I _ o _ 0 _ 0 _ 0 _ 0 0 NOTE: 1 FRAME & COVER SHALL BE MACHINED OR GROUND AT i L _0_R I P` TOUCHING SURFACES SO AS 2 3/4" TO SEAT FIRMLY AND PREVENT ROCKING. L UJ 000000000 000000000 61/2" ���•.Co 0 ,a,,; ,' O J 000000000 000000000 40 fn LL •000000000 000000000F 6,.r f 2 1 /4 000000000 000000000 T N 1 1/2" --I I-- --i 2" N o •— D o N • 52" +' N N z 26 —'11-- 26" U-) � s~ 3 co 0 SECTION C—C w "' m'� —1 34 1/2' 2� 6" SECTION D—D C 0 VE R �' CHAMFERED 3/4 OF ASTM c 478 GROUT PLAN N MANHOLE COVER AND FRAME (265 LBS.± 5 LBS.) TRAFFIC BEARING U PER CITY OF JAX. STD. GRATE FOR 2"x2%1/4" ANGLE IRON GRATE SEAT (SEE PLATE D-209) 4, EYE BOLTS TYPE "E" INLET m C,4 z 2'-8" �,� BRICK 3/4" MIN. THICKNESS +� 1" �I 3, NOTE: 2 GRATES SHOWN — L�1 „ EACH GRATE SHALL HAVE A #4 ® 12" O.C. B. W. ate' 2" CLEAR `' ' „ 3 ? �» — GROUT, RAMNEK OR 3 MIN. WEIGHT OF 316 LBS. ' 6„ ' — PPO » RING JOINTS 1 1/2" -' _._�� 1 4"long 6 PIPE MUST WHERE REQ'D. / 1 1/2"J 1'' 2 1/4" VARIES NOT BE IN 2„ ~ GRATE MAX. DEPTH 15' CONST. JOINT MINIMUM WALL THICKNESS SHALL 35 3/4" 2" CL. GROUTED OR "RAM-NEK" GROUT, OR "RAM—NEK" ru w w JOINTS WHEN REQUIRED BE ONE TWELFTH OF THE DIAM. 1 1/8" 3/4" 2 CLEAR OF THE RISER, WITH A MINIMUM 1 1 2" MAX. DEPTH 15' JOINTS WHERE REQUIRED ?"/FT. WALL_ THICKNESS OF 5". 8—RIBS 7/8" / VARIES 6" 6" 1 /2"/ T. MIN. #4 8" O.C. PIPES SHALL BE FLUSH BEARING CAP — REVISION p•�. 2000 P.S.F. Q - - - ' � - � WITH INSIDE WALL. #4 � 12" O.C. B.W. 5/8„ 32„ 4 1 /4„ 4» 40 1/2' No. Date Revision PIPE MUST NOT BE IN CONSTRUCTION JOINT FRAME 1 08/o8/n coAB 1 PIPES SHALL BE FLUSH 5/8 ( ) \� /� /\ /\ /\ /\ #4 BARS ©12" O.C. z ovzsns conez WITH INSIDE WALL 215 LBS. APPROX. 8» \ ZMI'N. /3 03/27/18 COAB3 PIPES MUST NOT BE IN /\ 11/41 3/8" BEARING CAPACITY 2000 PSF CONSTRUCTION JOINTS #4 ®6" 0. C. B. W. �— I —1 1 " MINIMUM BEARING CAPACITY 2000 PSF 1/2" SECTION L� �.I I� 2 1/4 3/4" PIPES SHALL BE FLUSH WITH INSIDE WALL PICKHOLE DETAILS RIB DETAIL NOTE: CONC. DESIGN z UJ STRENGTH 4,000 P.S.I. 0 L) TYPE C INLET 1 STORM SEWER MANHOLE TYPE J-1 THRU J—1—F n 1 F 2 TYPE E INLET 3 4d r L 52" 64» _ " 6 � 6„ 40 6„ 52„ 6 TOP EL 6.1615 GRATE » �.1� TOP EL 6.65 GRATE MANHOLE \ \-77— L<`.. 7 o 2"PVC SCH FROM PUMP O 2" PVC SCH 80 CO INVERT EL. = 5.70 FROM PUMP INVERT EL. = 5.70 N Q � U 15" RCP FROM —+ CCS CCS 15" RCP ST -1 TO ST -1 :. INVERT EL. = 4.00 _ N �--i .q -- ----- ELEV — 5.65 +-+ — — — l0 —. — — — — — S „ "ice v' � �.""ii` "�,. 1 ,�, '- "'+ ,... ; " i ..r :+/�"sa _l"�"1-�'"f - cy..,``".a„ < .,,f .:.,v r� . # € � ... t f r 15 RCP .= h0003 k. .,11 , # z. , 3 r w.. � TO RCP �. � ;— ... ''; .. ..t J., C.,_3# 1w'.`✓f i?\ _"r ...;;-,"G '', Fa w.,. hr ,y �"' "' .z a rS `;.., t"` .'"� ^iJ 5 � — — — - — — — ELEV 5.15 <,{� ,� r.�->> �-..- � .., � �-���,�' :,......_ ��w. � / ��..�,'w. 3 OUTFALL TO OUTFALL — " n - {. -.. ` k` w:, .: U � WEIR EL. = 3.25 _ 3z. ,oq WEIR EL. — 3.25 z° i 15" RCP 15' RCP �, . p. ` TO CHAMBERS TO — INVERT — 3.00 �, CHAMBI_RSr i ,' .` .. • 24 WEIR INVERT EL. = 2.65 ELEV = 2.65 r ------t e ,. ,✓"'tir.. • S / 71 J i ELEV = 1.90 ?: . t ' ,' :.;' , my { .. M 41 - '4 4 N 4" HDPE PERFORATED PIPE BOTTOM EL. = 2.10 - � (UNDERDRAIN) © MIN. 1% SLOPE BOTTOM EL. = 2.10 8" Sheet Name 77 s Grading g t • MINIMUM BEARINGS 10 t���; 10" k ' MINIMUM BEARINGS 12" X 12" GRAVEL ENVELOPE CAPACITY 2000 P.S.F. s (#57 STONE WRAPPED IN FILTER FABRIC Drainage " �_ CAPACITY 2000 P.S.F. 36„ GRAVE "� ) L BED WRAPPED IN 24 SEE PLAN FOR SPACING Details SIDE VIEW FILTER FABRIC (#57 STONE) FRONT VIEW Sheet Number N.T.S. N.T.S. C=530 ST-2 ct Number 4 UNDERDRAIN SECTION — NOT TO SCALE 5 16-470 ProjectNum 3'-0" 4'-6" » » 2x2x? (SEE PLATE D-209) 3 ?" L UJ 000000000 000000000 61/2" ���•.Co 0 ,a,,; ,' O J 000000000 000000000 40 fn LL •000000000 000000000F 6,.r f 2 1 /4 000000000 000000000 T N 1 1/2" --I I-- --i 2" N o •— D o N • 52" +' N N z 26 —'11-- 26" U-) � s~ 3 co 0 SECTION C—C w "' m'� —1 34 1/2' 2� 6" SECTION D—D C 0 VE R �' CHAMFERED 3/4 OF ASTM c 478 GROUT PLAN N MANHOLE COVER AND FRAME (265 LBS.± 5 LBS.) TRAFFIC BEARING U PER CITY OF JAX. STD. GRATE FOR 2"x2%1/4" ANGLE IRON GRATE SEAT (SEE PLATE D-209) 4, EYE BOLTS TYPE "E" INLET m C,4 z 2'-8" �,� BRICK 3/4" MIN. THICKNESS +� 1" �I 3, NOTE: 2 GRATES SHOWN — L�1 „ EACH GRATE SHALL HAVE A #4 ® 12" O.C. B. W. ate' 2" CLEAR `' ' „ 3 ? �» — GROUT, RAMNEK OR 3 MIN. WEIGHT OF 316 LBS. ' 6„ ' — PPO » RING JOINTS 1 1/2" -' _._�� 1 4"long 6 PIPE MUST WHERE REQ'D. / 1 1/2"J 1'' 2 1/4" VARIES NOT BE IN 2„ ~ GRATE MAX. DEPTH 15' CONST. JOINT MINIMUM WALL THICKNESS SHALL 35 3/4" 2" CL. GROUTED OR "RAM-NEK" GROUT, OR "RAM—NEK" ru w w JOINTS WHEN REQUIRED BE ONE TWELFTH OF THE DIAM. 1 1/8" 3/4" 2 CLEAR OF THE RISER, WITH A MINIMUM 1 1 2" MAX. DEPTH 15' JOINTS WHERE REQUIRED ?"/FT. WALL_ THICKNESS OF 5". 8—RIBS 7/8" / VARIES 6" 6" 1 /2"/ T. MIN. #4 8" O.C. PIPES SHALL BE FLUSH BEARING CAP — REVISION p•�. 2000 P.S.F. Q - - - ' � - � WITH INSIDE WALL. #4 � 12" O.C. B.W. 5/8„ 32„ 4 1 /4„ 4» 40 1/2' No. Date Revision PIPE MUST NOT BE IN CONSTRUCTION JOINT FRAME 1 08/o8/n coAB 1 PIPES SHALL BE FLUSH 5/8 ( ) \� /� /\ /\ /\ /\ #4 BARS ©12" O.C. z ovzsns conez WITH INSIDE WALL 215 LBS. APPROX. 8» \ ZMI'N. /3 03/27/18 COAB3 PIPES MUST NOT BE IN /\ 11/41 3/8" BEARING CAPACITY 2000 PSF CONSTRUCTION JOINTS #4 ®6" 0. C. B. W. �— I —1 1 " MINIMUM BEARING CAPACITY 2000 PSF 1/2" SECTION L� �.I I� 2 1/4 3/4" PIPES SHALL BE FLUSH WITH INSIDE WALL PICKHOLE DETAILS RIB DETAIL NOTE: CONC. DESIGN z UJ STRENGTH 4,000 P.S.I. 0 L) TYPE C INLET 1 STORM SEWER MANHOLE TYPE J-1 THRU J—1—F n 1 F 2 TYPE E INLET 3 4d r L 52" 64» _ " 6 � 6„ 40 6„ 52„ 6 TOP EL 6.1615 GRATE » �.1� TOP EL 6.65 GRATE MANHOLE \ \-77— L<`.. 7 o 2"PVC SCH FROM PUMP O 2" PVC SCH 80 CO INVERT EL. = 5.70 FROM PUMP INVERT EL. = 5.70 N Q � U 15" RCP FROM —+ CCS CCS 15" RCP ST -1 TO ST -1 :. INVERT EL. = 4.00 _ N �--i .q -- ----- ELEV — 5.65 +-+ — — — l0 —. — — — — — S „ "ice v' � �.""ii` "�,. 1 ,�, '- "'+ ,... ; " i ..r :+/�"sa _l"�"1-�'"f - cy..,``".a„ < .,,f .:.,v r� . # € � ... t f r 15 RCP .= h0003 k. .,11 , # z. , 3 r w.. � TO RCP �. � ;— ... ''; .. ..t J., C.,_3# 1w'.`✓f i?\ _"r ...;;-,"G '', Fa w.,. hr ,y �"' "' .z a rS `;.., t"` .'"� ^iJ 5 � — — — - — — — ELEV 5.15 <,{� ,� r.�->> �-..- � .., � �-���,�' :,......_ ��w. � / ��..�,'w. 3 OUTFALL TO OUTFALL — " n - {. -.. ` k` w:, .: U � WEIR EL. = 3.25 _ 3z. ,oq WEIR EL. — 3.25 z° i 15" RCP 15' RCP �, . p. ` TO CHAMBERS TO — INVERT — 3.00 �, CHAMBI_RSr i ,' .` .. • 24 WEIR INVERT EL. = 2.65 ELEV = 2.65 r ------t e ,. ,✓"'tir.. • S / 71 J i ELEV = 1.90 ?: . t ' ,' :.;' , my { .. M 41 - '4 4 N 4" HDPE PERFORATED PIPE BOTTOM EL. = 2.10 - � (UNDERDRAIN) © MIN. 1% SLOPE BOTTOM EL. = 2.10 8" Sheet Name 77 s Grading g t • MINIMUM BEARINGS 10 t���; 10" k ' MINIMUM BEARINGS 12" X 12" GRAVEL ENVELOPE CAPACITY 2000 P.S.F. s (#57 STONE WRAPPED IN FILTER FABRIC Drainage " �_ CAPACITY 2000 P.S.F. 36„ GRAVE "� ) L BED WRAPPED IN 24 SEE PLAN FOR SPACING Details SIDE VIEW FILTER FABRIC (#57 STONE) FRONT VIEW Sheet Number N.T.S. N.T.S. C=530 ST-2 ct Number 4 UNDERDRAIN SECTION — NOT TO SCALE 5 16-470 ProjectNum V Q a LL U Lu F- H 2 O2 W C: 02 rJ Wj 0 :) In - 8:R 8 W H IY =O W M O f- za w} as Z O Q� �O 0 m G z < NW �m W 0 DO z N -i z J N 0- Wg �a W �F Q J o a. W Is W z w Z W z 0 Y Q W m OU_ M0 a�_ w N 00 zz Q C=.7 �O a- N Oy U IyJ W w iF X W W w� N W� J w N z (n Z a� } W z w W z 0 W (n ACCEPTABLE FILL MATERIALS: STORMTECH DC -780 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION / DENSITY C I SC740EPE06TPC - CLASSIFICATIONS REQUIREMENT FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS _ --. SC740EPE06B / SC740EPE06BPC_ --- FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER 8" (2 00 mm) PREPARE PER SITE DESIGN ENGINEER'S PLANS, D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. 10" (250 mm) MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF THE 'D' LAYER --. SC740EPEI OBI SC740EPE I OBPC -- 0.7" (18 mm) SC740EPEI2T f S_C740EPE12TPC I 12" (300 mm) AFTER 12AASHTO 12.5" (318 mm) --- M145' MAiEI R ALONSOVER TIHOE CHAMBERS" IS REACHED. INITIAL FILL: FILL MATERIAL FOR LAYER'C' GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% A-1, A-2-4, A-3 COMPACT ADDITIONAL LAYERS IN 6"(150 mm) MAX STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. SC740EPEI5B / SC740EPE15BPC LIFTS TO A MIN, 95% PROCTOR DENSITY FOR C STONE ('B' LAYER) TO 18"(450 mm)ABOVE THE _SC740EPE18T/ SC740EPE18TPC - SC740EPE18B / SC740EPE18BPC OR WELL GRADED MATERIAL AND 95% RELATIVE TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEUAASHTO M43' 4 DENSITY FOR PROCESSED AGGREGATE SUBBASE MAY BE A PART OF THE'C' LAYER. OF THIS LAYER.3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, f MATERIALS. ROLLER GROSS VEHICLE WEIGHT 0.1" (3 mm) AASHTO H-20 9, 10 NOT TO EXCEED 12,000 Ibs (53 kN). DYNAMIC _m __ FORCE NOT TO EXCEED 20,000 lbs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE B CHAMBERS FROM THE FOUNDATION STONE ("A' CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' NO COMPACTION REQUIRED.. LAYER) TO THE 'C' LAYER ABOVE. 3, 357, 4, 467, 5, 56, 57 FOUNDATION STONE: FILL BELOW CHAMBERS A FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT OF THE CHAMBER. 3, 357, 4, 467, 5, 56, 57 SURFACE .2 PLEASE NOTE; 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY, THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9'(230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR, 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS, PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12"(300 1 NOTES: ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS -740/DC-780 END CAP SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 'TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEO + 12' INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR t' 18" INCREASE COVER TO 24'(600 mm). (3.7 m) (450 mm) MIN* MAX 6" (150 mm) MIN 0 V hzaS mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN 12" (300 mm,) MIN 1, DC -780 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. DC -780 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4, THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER '0' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION, DC -780 TECHNICAL SPECIFICATION NTS - 90.7" (2304 mm) ACTUAL LENGTH 12.2" (310 mm) 85.4" (2169 mm) INSTALLED LENGTH -- <BUILD ROW IN THIS DIRECTION 29.3" (744 mm) 45.9" (1166 mm) -� NOMINAL_ CHAMBER SPECIFICATIONS SIZE (W ) H X INSTALLED 1EIZTR)' 51.0" X 30.0" X 85.4" CHAMBER STORAGE 46.2 CUBIC FEET MINIMUM INSTALLED STORAGE* 78.4 CUBIC FEET WEIGHT 75.0 lbs. *ASSUMES 6" (152 mm) STONE ABOVE, 9"° (229 mm) BELOW, AND 6" (152 mm) BETWEEN CHAMBERS OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) START END 30.0" (762 mm) _ (1295 mm) (1295 mm X 762 mm X 2169 mm) (1.30 m') (2.20 mg) (33.6 kg) STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" A � A --� r B f l � C - PART �SC740EPE06T j STUB A PEDESTRIAN LIGHT 280BAG I C I SC740EPE06TPC - 6" (150 mm) 10.9" (277 mm) _B_ 18.5" (470 mm) _ --. SC740EPE06B / SC740EPE06BPC_ --- 0.5" (13 mm) SC740EPEOBT I SC740EPE08TPC 8" (2 00 mm) 12.2" (310 mm) 16.5" (419 mm) az SC740EPE08B / SC740EPE08BPC -- _ - 0.6" (15 mm) SC740EPE1 OT / SC740E PE 1 OTPC 10" (250 mm) 13.4" (340 mm) 14.5'(368 mm) --. SC740EPEI OBI SC740EPE I OBPC -- 0.7" (18 mm) SC740EPEI2T f S_C740EPE12TPC I 12" (300 mm) ! 14.7" (373 mm) 12.5" (318 mm) --- SC740EPE1213 / SC740EPE 1 2BPC --- 1.2"(30 mm) _SC740EPE15T1SC740EPEISTPC9.0"(229 15" (375 mm) 18.4" (467 mm) mm) -- SC740EPEI5B / SC740EPE15BPC --- 1.3"(33 mm) _SC740EPE18T/ SC740EPE18TPC - SC740EPE18B / SC740EPE18BPC 18" (450 mm) 19.7" (500 mm) 5,0"(127 mm) --. --- 1.6" (41 mm) SC740EPE24B* 24" (600 mm) 18.5" (470 mm} _. 0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740EPE248 THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75"(44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB $O THAT THE FITTING SITS LEVEL, NYLOPLAST DRAIN BASIN NTS INTEGRATED DUCTILE IRON FRAME & GRATE/SOLID TO MATCH BASIN O,D. 12" (610 mm) MIN (FOR AASHTO H-20) INVERT ACCORDING TO PLANSITAKE OFF VARIOUS TYPES OF INLET AND OUTLET ADAPTERS AVAILABLE; 4-30p'(100-750 mm) FOR CORRUGATED HDPE WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) - A NOTES 18" (457 mm) MIN WIDTH AASHTO H-20 CONCRETE SLAB 8" (203 mm) MIN THICKNESS TRAFFIC LOADS: CONCRETE DIMENSIONS ARE FOR GUIDELINE PUPDSES ONLY, ACTUAL CONCRETE SLAB MUST BE DESIGNED GIVING CONSIDERATION FOR LOCAL SOIL CONDITIONS, TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS ADAPTER ANGLES VARIABLE 0°- 360° ACCORDING TO PLANS _ VARIABLE SUMP DEPTH ACCORDING TO PLANS [6" (152 mm) MIN ON 8-24" (200-600 mm), 10" (254 mm) MIN ON 30" (750 mm)] 4" (102 mm) MIN ON 8-24" (200-600 mm) 6" (152 mm) MIN ON 30" (750 mm) BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR II CRUSHED STONE OR GRAVEL AND BE PLACED UNIFORMLY IN 12" (305 mm) LIFTS AND COMPACTED TO MIN OF 90% 1. 8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3, DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WVM.NYLOPLAST-US.COM 6. TO ORDER CALL: 800-821-6710 A PART # GRATE/SOLID COVER OPTIONS 8" PEDESTRIAN LIGHT 280BAG I STANDARD LIGHT SOLID LIGHT DUTY (200 mm) DUTY DUTY 10" 1 PEDESTRIAN LIGHT 2810AG STANDARD LIGHT SOLID LIGHT DUTY (250 mm) y DUTY DUTY az 12 2812AG PEDESTRIAN STANDARD AASHTO SOLID (300 mm) AASHTO H-10 H-20 AASHTO H-20 151,2815AG PEDESTRIAN STANDARD AASHTO SOLID (375 mm) AASHTO H-10 H-20 AASHTO H-20 1$" PEDESTRIAN 2818AG _ STANDARD AASHTO SOLID (450 mm) AASHTO H-10 H-20 AASHTO H-20 24" 2824AG PEDESTRIAN STANDARD AASHTO SOLID (600 mm) AASHTO H-10 H-20 AASHTO H-20 2830AG PEDESTRIAN STANDARD AASHTO SOLID (750 mm) AASHTO H-20 H-20 AASHTO H-20 COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8'(2.4 m) MW WIDE STORMTECH HIGHLY RECOMMENDES FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES CATCH BASIN OR MANHOLE r1f:.7A(1 ^WAAAQr-0 SUMP DEPTH TBD BY;: SITE DESIGN ENGINEER (24" [600 mm) MIN RECOMMENDED) - \` 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -FABRICATED END CAP PART* SC740EPE24B PIATIAAI AI ^ORT DC -780 ISOLATOR ROW DETAIL NTS INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3, USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2 IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW 8.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE 1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY il) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2 IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY, DC-780/SC-740 END CAP 1 vry .n 1 Ana yr nl.+a vcv.� i ry 1 nc I wa 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5'(1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS O N p 4- N N It a, m LO C'l 4b Cd00 ui � oI U 41 O In LT. I m c� aj O4 m O o '� � x a •r,�ws�ti�aazee,ra,,w Af W N .. ......... a o wO •- ��� az . . �..% Mw N }W IM W O N p 4- N N It a, m LO C'l 4b Cd00 ui � oI U 41 O In LT. I m c� aj O4 m O o '� � x a REVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB2 Sheet Name Ce) N „-� N COU Cd M I N Cd STORMTECH SYSTEM Sheet Number C=532 Project Number 16-470 Al a� REVISION No. Date Revision 1 08/08/17 COAB 1 2 01/26/18 COAB2 Sheet Name Ce) N „-� N COU Cd M I N Cd STORMTECH SYSTEM Sheet Number C=532 Project Number 16-470 SEDIMENT & EROSION CONTROL NOTES ui N •. � W O Mw z 1. -:U W THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE 1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH 2. STAPLE WIRE FENCING TO THE POSTS. _:w•:� � `'.•`, o � ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AND SWALES AT 34. THESE PLANS INCLUDING THE POLLUTION PREVENTION PLAN INDICATE THE MINIMUM EROSION p p UPSLOPE ALONG THE LINE OF POSTS. 0 °' :•G� m U. `o •° COMPLETION OF CONSTRUCTION. &SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR ADDITIONAL r®v •..{��`, INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT ` ' 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF �\�, f ,� , B SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION F.D.E.P. HAVE BEEN STABILIZED. ( )CHAPTER 6. CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE 3. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO �/\= • i i i ` ' ���` /� �// o � INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER \�� I I I I I I I i ` '���' / r p PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN // f / �/ ��- / �// �/ 0 0 CONDITIONS OR ACCIDENTS. QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL \�'!��'� N DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, ` Wil;{ , J %I{ cd 00 >.n S o ��� II IIS-= �, 0? o 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED CONSTRUCTION COSTS, AND FINES. POINTS A SHOULD BE HIGHER THAN POINT B ����„ !!%/,,s4 �� °% o �n �o 4-1 cd OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE. °•i+•e�" Illsl{''I� 35. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A o 5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM "NOTICE OF INTENT" TO THE EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR ELIMINATION SYSTEM RULES AND REGULATIONS. (FOR ANY CONSTRUCTION NOT COVERED BY PROPER PLACEMENT OF SYNTHETIC STRAW BALE 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE ° o COMPARABLE WIRE MESH WITH 1/2 -INCH OPENINGS SHALL BE USED. IF MORE THAN ONE THE OWNER'S "NOTICE OF INTENT" PERMIT). FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. k4 4 STRIP OF MESH IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. IN A DRAINAGE WAY21. Cd Cd 6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS INDICATED ON N.T.S. SEDIMENT FILTER DETAIL (SEE. DETAIL THIS SHEET). THE DEPTH OF STONE SHALL BE AT :•::::::�': .;:;::;.;.:.>_::.:::..... v LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND THE A INLETOPENING•� �••' �'::•�:�''•':�: E T LEAST 18 INCHES ON ALL SIDES. /�,,. ;;,*;....: ,.::::::::::.:�.::..• �� :�,.::.:::::::.:.::::: . ,,.�. ,,",•. 7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER/�� ::'` / �// , ':::.:•:::.;r`:: / ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE PULLED AWAY FROM THE INLET, CLEANED AND REPLACED. f"'�i Ilial/ �/,i ��..-- Ilia-' � �// iii• i °`�'' 8. SYNTHETIC BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED WITH THE BINDINGS FLOW III, ! {{I �I'' EXTENSION OF FABRIC AND I WIRE INTO THE TRENCH. ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER THE BALES. j sy •• �� 9. SYNTHETIC BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER. I l 10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE PLAN VIEW=� I �_ V, ll i a EXCAVATED TO A MINIMUM DEPTH OF 4 INCHES. AFTER THE SYNTHETIC BALES ARE STAKED, (� �! ! I�^ i i-� �_ THE EXCAVATED SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER. 11- REVISION 11. EACH SYNTHETIC BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST A B q No. Date Revision CONSTRUCTION OF SILT FENCE 0 TAKES OR REBARS DRIVEN THROUGH THE BALE. 12. LOOSE SYNTHETIC STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER FROM 1 08/08/17 COAB 1 N.T.S. ENTERING BETWEEN BALES. i 9 1 ;-' w 2 01/26/18 COA62 I-- ,-._ 13. SYNTHETIC STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL - �' -'-� AND AT LEAST DAILY DURING PROLONGED RAINFALL. SECTION VIEW POINTS A SHOULD BE HIGHER THAN POINT B 14. CLOSE ATTENTION SHALL BE GIVEN TO THE REPAIR OF DAMAGED SYNTHETIC BALES, END RUNS AND UNDERCUTTING BENEATH SYNTHETIC BALES. 1. EXCAVATE THE TRENCH 2. PLACE AND STAKE STRAW BALES. 15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF SYNTHETIC BALES SHALL BEPROPER PLACEMENT OF A ACCOMPLISHED PROMPTLY. 1 � I I c� I I I I i 16. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. IT MUST BE REMOVED FILTER BARRIER IN DRAINAGE WAY CC z WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE w o BARRIER. II I I I i oZ N.T.S.i�� " /�i , I I i I I �iil c, 17. ANY SEDIMENT DEPOSITS REMAINING IN PLACE, AFTER THE STRAW BALE OR FILTER BARRIERS, 4 i ;ice J BALE /� IIs AND OR SILIT FENCES ARE NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM TO THE � IIS WIDTH i �!���, III/II IU III' Ilp - I{I ilol EXISTING GRADE, PREPARED AND SEEDED. I Do 0 18. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL UJ F- AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE Ix 0 MADE IMMEDIATELY. m o * 19. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME �7_ INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE RUNOFF WATER FDOT COARSE AGGREGATE NO). 1 a � WITH SEDIMENT GRAVEL 12" MIN. DEPTH NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY. �P I I I I I 18" MIN. I I IIII I I I i III 1 1 wa 20. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. Q� MVitiJ �� �� 21. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN--///'�� a THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED ° ° ---- ° - �� I %� r✓ I{ . /��� ,� I !� I{I 0 o SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL a . ° ° ° ° NOT ERODE.1iI.11( _; z " _ 1,1 �; 111n,11 114 11i h' 21.Il�lI�t I,I II�� 6 =ill=11'r_ fillllli11�11:1�11`I�IfIIWl11i)I i+ co MIN. > WIRE MESH I �' (o a o 22. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT _ - � N z w CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST. JOHNS RIVER V �o SEDIMENT 3. WEDGE LOOSE SYNTHETIC STRAW BETWEEN BALES. Q` FILTERED WATER 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. tN w o WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. FDOT �1 COARSE � �,�J > CZ AGGREGATE OR EQUIVALENT 0 23. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA a a DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE ' P SPECIFIC APPLICATION CONSTRUCTION OF A SYNTHETIC STRAW BALE BARRIER .� W (nQ a STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS N.T.S. U ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE i:i N V) a 24. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. .� �a U AREAS AND PRESERVATION EASEMENTS WHERE THERE IS POTENTIAL FOR DOWNSTREAM U N �-' . r., �,;w WATER QUALITY DEGRADATION. SEE DETAILS (THIS SHEET) FOR TYPICAL CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCE � GRAVEL AND WIRE MESH DROP INLET d- -J a 25. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO N.T.S. r. o ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. ,_Cd ., 1. SET THE STAKES. 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE O 41 SEDIMENT FILTER ALONG THE LINE OF STAKES U W z 26. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE it OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED N.T.S. Z w SOLIDS TO THE RECEIVING OUTFALL.is 0 , w 27. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A = z CONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. DRO GRATE WITHY 28. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED AND MULCHED UNTIL A PERMANENT COMPACTED SOIL TAKED SYNTHETIC STRAW BALE �w VEGETATIVE COVER IS ESTABLISHED. CONTRACTOR SHALL USE ADDITIONAL MEASURES TO - o TO PREVENT PIPIN W a STABLIZE DISTRUREB AREAS THROUGH COMPACTION, SILT SCREENS, HAY BALES, AND u ° RUNOFF WATER I ' ' L m o TERED WATER a GRASSING. ALL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID SOD. WITH SEDIMENT o w o o -_-� a I I I I STAKED AND ENTRENCHED SYNTHETIC STRAW BALE III Ii✓ `�_. I, II{o ar:= I{i{lam n V I I I ,C Z 29. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL SHALL REMAIN IN PLACE UNTIL AFTER o 0 o I 1 I 1=iii I I w n COMPLETION OF CONSTRUCTION, AND REMOVED ONLY WHEN AREAS HAVE BEEN STABILIZED.iE -,�1_ 3. STAPLE FILTER MATERIAL TO STAKES - i 4. BACKFILL AND COMPACT THE EXCAVATED SOIL Z -�-/ _� I 1~i k {� ��{ � AND EXTEND IT INTO THE TRENCH. �_ I I I! I , BINDING WIRE OR TWINE (IIII I I I o � 30. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS ZZ PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, STRAW BALES I 1=y 4COMPACTED SOIL To PREVENT PIPING -1 a REGULATIONS AND WATER QUALITY GUIDELINES AND MAY NEED TO INSTALL ADDITIONAL STAKED WITH 2 FILTERED RUNOFF II I I I II I I I SEDIMENT LADEN RUNOFF E- STAKES PER BALE :C CONTROLS. 0- 31. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MI i ___i _ _., _._ o ANAGEMENT DISTRICT e I � I � I � � f :�`'�:�: Sheet Name �I , , �waX INQUIRIES, RELATIVE T0-7- EH COMPLIANCE OFWM D FORER EROSION ANDSEDIM SEDIMENTATION ON I t 3 p 1 , E-wIX CONTROL. THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT. �I- --i , f---- _-' � :: 'yr•.:'::'•:;:•::•: ' ;;'�: ' !p{+•. .;'1' . ` .Sediment SPECIFIC APPLICATION & � Erosion En 32. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS L __� I__- €I m o CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS LY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT WHERE �_-__ / ,� , /Ilf Control A RELATIVE n RIVER WATER MANAGEMENT DISTRICT RULES AND REGULATIONS. ) ! t 'III I z SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH it{Iif {IIII., '%i�' Ijrli Details } w 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD I - ;� lil N Z AS IN STREET OR HIGHWAY MEDIANS. III, { , l� H i iI N z AND/OR GRASS PER THE CONTRACT DOCUMENTS THE ST. JOHNS RIVER WATER MANAGEMENT CROSS-SECTION OF A PROPERLY 11 Ill Sheet Number z DISTRICT AND CITY OF JACKSONVILLE STANDARDS AND MEETING THE NPDES FINAL STABILIZATION REQUIREMENTS. C=540 waSYNTHETIC STRAW BALE DROP INLET SEDIMENT FILTERINSTA LLED SYNT RETIC STRAW BALE CONSTRUCTION OF A FILTER BARRIER W Z o N.T.S. N.T.S. Project Number w n N.T.S. o:D _ 16-470 wi o! I w 4 o1 i U' Di o' w- wi W mF o� o: zc w� X; Q. z� *c a ir- me oR Z a� 0a W F ; c N- z-4 J V CL W W ,4 �n LL vi 4 a 0a W 2 LL Z L` _z 34 LL �Y wm CL wa a�_ w W W OV Z a i�C9 w �Cn w U w w X w V� wo w W ir >-w V)z in a C� a. } wZ w z- S2w V) w cn a OWNER'S REQUIREMENTS CONTRACTOR'S ad�'�``� W" REQUIREMENTS T� rt,> : � � a o :Z c r YCi INVENTORY FOR POLLUTION PREVENTION PLAN SITE DESCRIPTION GENERAL MAINTENANCE/INSPECTION PROCEDURES �� �� m coLU 0 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) � � � � z SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES ` : • } w PROJECT NAME AND LOCATION: THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING PRESENT ONSITE DURING CONSTRUCTION: R' -�� m THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE J REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. ABBQ RESTAURANT TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE Concrete, Fertilizers, Wood, Asphalt, Petroleum Based Products, 461 ATLANTIC BLVD ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT 11. TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE ATLANTIC BEACH, FLORIDA CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE OF TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 Masonry Blocks, Tar, Cleaning Solvents, Roofing Materials, * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE REQUIRED PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND Detergents, Paints, Metal Studs WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING THE SYSTEM ,rN ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED � ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE OWNER NAME .AND ADDRESS: 0 OPERATION. VEGETATIVE COVER. PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE N RICK MOYER 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY o 1238 BEACH AVENUE SEQUENCE OF MAJOR ACTIVITIES: STORM EVENT OF 0.25 INCHES OR GREATER. N ATLANTIC BEACH, FL 32233 CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE SPILL PREVENTION +, N �M C11 ,d- z MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO * � � � � THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING MATERIAL MANAGEMENT PRACTICES ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF ,� C 0 REPORT. o m DESCRIPTION: THIS PROJECT WILL CONSIST OF: 1. INSTALL STABILIZED CONSTRUCTION 9. INSTALL UTILITIES, STORM SEWER, 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE c M U o A NEW 150 SEAT RESTAURANT WITH A PAVED PARKING AREA. WATER AND ENTRANCE CURBS & GUTTER. THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE *BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS o 0 OF MATERIALS AND SUBSTANCES TO STORM SEWER CONNECTIONS ARE AVAILABLE. STORMWATER WILL BE TREATED BY AN OFFSITE FACILITIES. WATER RUNOFF. REACHED ONE-THIRD THE HEIGHT OF THE FENCE. 5 ia,) � UNDERGROUND CHAMBER SYSTEM THAT CONNECTS TO A DOT INLET SYSTEM. 2• INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PARKING AREAS BALES AS REQUIRED 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY GOOD HOUSEKEEPING0 * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE co m ° 0 ° o 11. COMPLETE GRADING AND CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE THAT THE 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL ONSITE DURING THE CONSTRUCTION PROJECT. FENCE POSTS ARE FIRMLY IN THE GROUND. a SWALES/DIKES AND SEDIMENT BASIN SEEDING/SOD AND PLANTING VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHEDCd OR SODDED. * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND t TO DO THE JOB. 4. CONSTRUCT SEDIMENTATION BASIN 12. COMPLETE FINAL PAVING AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE L U 5. CONTINUE CLEARING AND GRUBBING 13. REMOVE ACCUMULATED * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN DESIGN CAPACITY OR LL THE END OF THE JOB. SOIL DISTURBING ACTIVITIES WILL INCLUDE: SEDIMENT FROM BASINS THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION 6. STOCK PILE TOP SOIL IF REQUIRED ENCLOSURE. REPAIRED. ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; 14. WHEN ALL CONSTRUCTION GRADING; EXCAVATION FOR THE SEDIMENTATION POND, STORM SEWER, 7. PERFORM PRELIMINARY GRADING ON SITE ACTIVITY IS COMPLETE AND THE * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH *TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR UTILITIES, AND BUILDING FOUNDATION; CONSTRUCTION OF CURB AND AS REQUIRED SITE IS STABILIZED, REMOVE ANY STRUCTURAL PRACTICES THE ORIGINAL MANUFACTURER'S LABEL. BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. GUTTER, ROAD, AND PARKING AREAS; AND PREPARATION FOR FINAL TEMPORARY DIVERSION PLANTING AND SEEDING. 8. STABILIZE DENUDED AREAS AND * SUBSTANCES WILL NOT BE MIXED NTH ONE ANOTHER UNLESS wow AND RESEED/SOD 1. TEMPORARY DIVERSION DIKE: RECOMMENDED BY THE MANUFACTURER. * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A RUNOFF CURVE NUMBERS STOCKPILES AS SOON AS PRACTICABLE AS REQUIRED TEMPORARY DIVERSION DIKES MAY BE USED TO DIVERT RUNOFF THROUGH COPY OF THE REPORT FORM SHALL BE COMPLETED BY THE INSPECTOR 1 ASEDIMENT-TRAPPING FACILITY. s WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON 1. PRE -CONSTRUCTION = 92 DISPOSING OF THE . CONTAINER. 2. DURING CONSTRUCTION = 94 2. TEMPORARY SEDIMENT TRAP: REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY 3. POST -CONSTRUCTION = 94 A SEDIMENT TRAP IS USUALLY INSTALLED IN AN DRAINAGEWAY AT A * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL APPROVING SEDIMENT AND AND EROSION PLANS, OR STORM WATER MANAGEMENT NOTE: VERTICAL CONSTRUCTION OF THE BUILDING WILL BE TAKING STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A WILL BE FOLLOWED. PLANS. SOILS: PLACE DURING ALL THE SEQUENCE STEPS LISTED ABOVE DISTURBED AREA WITH THE FOLLOWING LIMITATIONS: THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER SEE GEOTECHNICAL REPORT FOR SOILS DATA SITE MAPS: A. THE SEDIMENT TRAP MAY BE CONSTRUCTED EITHER * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION ONSITE RECEIVE PROPER USE AND DISPOSAL. THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED. * SEE ATTACHED PAVING AND DRAINAGE SHEET C-130 FOR ALL TIMING OF CONTROLS/MEASURES DIKE. THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, 3. HAZARDOUS PRODUCTS OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED *TME SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE REVISION WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL PAVED CHANNEL SECTIONS WHERE THE VELOCITY OF FLOW AT DESIGN RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING CONTROLS AND STORM WATER DISCHARGE POINTS. AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES AND WITH HAZARDOUS MATERIALS. HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE CAPACITY OF THE OUTLET WILL EXCEED THE PERMISSIBLE VELOCITY OF OUT THE INSPECTION AND MAINTENANCE REPORT. No. Date Revision * SEE ATTACHED SHEET C-140 FOR LOCATION OF TEMPORARY CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE RECEIVING CHANNEL OR AREA. * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. 1 08/08/17 COAB 1 STABILIZATION PRACTICES, AND TURBIDITY BARRIERS THE SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY *PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE CONTAIN IMPORTANT PRODUCT INFORMATION. RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL z 01/26/18 coABz LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. SITE AREA: WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. 1. TOTAL AREA OF SITE = 0.54 AC. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND THE EARTH SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF 2. TOTAL AREA TO BE DISTURBED = 0.54 AC. DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED IN ACCORDANCE STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. PRODUCT SPECIFIC PRACTICES WITH THE SEDIMENT AND EROSION CONTROL PLAN. (DWG. NO. THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT NAME OF RECEIVING WATERS: - APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL PETROLEUM PRODUCTS STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR CONTROLS CONTROLS BASINS ACCORDANCE CONSTRUCTEHE USTSPEBF CBACKFILLED ATIONSFOR STRUCTURAL AND TF LDL I ALL PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM NON -STORM WATER DISCHARGES Z WITHPRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED MUST BE REMOVED UPON FINAL STABILIZATION. * IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES z THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: D TURBIDITY CAUSED BY STORM WATER RUN OFF. DRAWING NO. C-540 HAS BEEN TURBIDITY CONTROLS AS SHOWN ON THE SEDIMENT AND EROSION CONTROL PLAN. PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONTROLS ARE FERTILIZERS IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS *WATER FROM WATER UNE FLUSHING - CONTROLS AS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL *PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR r PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE SEDIMENT COVERED AREA. THE CONTENTS OF ANY HAZARDOUS MATER HAVE OCCURRED). BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. TO "CONTRACTORS REQUIREMENTS" FOR A VERBAL DESCRIPTION OF THE AND EROSION CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS STORAGE WILL BE IN A CMATERIALS CONTROLS THAT MAY BE IMPLEMENTED. REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION PARTIALLY USED BAGS C FERTILIZER WILL BE TRANSFERRED TO A AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT SEALABLE PLASTIC BIN TO AVOID SPILLS. * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL A NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE D EROSION AND SEDIMENT CONTROL PLAN AND AS REQUIRED TO MEET THE SEDIMENT PAINTS BASIN PRIOR TO DISCHARGE. AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED STORM WATER MANAGEMENT REGULATORY AGENCIES. FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER STORM WATER DRAINAGE WILL BE PROVIDED BY CURB AND GUTTER STORM SEWER, SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' CURB INLETS AND CATCH BASINS FOR THE DEVELOPED AREAS. AREAS WHICH ARE EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONTRACTOR'S CERTIFICATION NOT DEVELOPED BUT WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER CONCRETE TRUCKS GRADING IS COMPLETE. WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF X.XX 1. STRAW BALE BARRIER: STRAW BALE BARRIERS CAN BE USED BELOW I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND ACRES± WILL HAVE BEEN REGRADED WHERE PRACTICAL, THE TEMPORARY DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE SEDIMENT BASIN WILL BE IN THE LOCATION OF THE PERMANENT RETENTION BASIN. LIMITATIONS: DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WHEN UPSLOPE AREAS ARE STABILIZED, THE ACCUMULATED SEDIMENT WILL BE A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE REMOVED FROM SEDIMENT BASIN, AND THE AREAS ON THE SIDE OF THE BASIN B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. 01 WILL BE PLANTED WITH VEGETATION. THE WET DETENTION SYSTEM IS DESIGNED CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. SPILL CONTROL PRACTICES WITH A 21 DAY MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. REQUIREMENTS SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW 4_j DISTRICT FOR THIS TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT tco WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE DEWATERING N NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: 4d BALES TO INSURE AGAINST WASHOUT. > COPRIOR TO ANY DISCHARGE OF GROUND WATER(DEWATERING) FROM CONSTRUCTION O MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE ( ) 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF ACTIVITIES ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, j DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP BUT NOT LIMITED TO, WETLANDS, SWALES AND MUNICIPAL STORM SEWERS), THE > U FOLLOWING LIMITATIONS: SUPPLIES. CONTRACTOR SHALL TEST THE EFFLUENT (WATER TO BE DISCHARGED) IN ACCORDANCE N41 r WH A. ERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. WITH RULE 62-621.300(2), F.A.C. IF THE TEST RESULTS ON THE EFFLUENT ARE 10 _Q � Ute B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT BELOW THE SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL SHALL SUBMIT A SUMMARY OF THE PROPOSED CONSTRUCTION ACTIVITY AND THE TEST � �-' N INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, RESULTS TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION DISTRICT OFFICE U 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL), WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS. THE CONTRACTOR SHALL CONTINUE �N q SAND, SAWDUST, AND PLASTIG AND METAL TRASH CONTAINERS TO SAMPLE THE EFFLUENT AS REQUIRED THROUGHOUT THE PROJECT AND COMPLY WITH l0 �+-' REFER TO CONTRACTORS REQUIREMENTS" FOR THE TIMING OF CONTROL/MEASURES. BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ALL CONDITIONS OF RULE 62- SPECIFICALLY FOR THIS PURPOSE. 1.300(2), F.A.C. IF THE GROUND WATER EXCEEDS THE ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 62 d' r+ CERTIFICATION OF COMPLIANCE WITH SCREENING VALUES OF RULE 62-621.300(2) F.A.C. THE CONTRACTOR SHALL COMPLY , � i FEDERAL, STATE AND LOCAL REGULATIONS 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- OTHER CONTROLS ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. O +., FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE WITH OTHER APPLICABLE RULES AND REGULATIONS PRIOR TO DISCHARGE OF THE i GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL EFFLUENT (GROUND WATER) TO SURFACE WATERS OF THE STATE. IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL, STATE AND LOCAL APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE WASTE DISPOSAL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM LAWS REGARDING EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL CONTACT WITH A HAZARDOUS SUBSTANCE. i HAVE BEEN OBTAINED. LIP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO WASTE MATERIALS RECONCENTRATE AFTER RELEASE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED D.E.P. DREDGE ILL PERMIT AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE # 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE SIZE OF THE SPILL. C.O.E. DREDGE/FILL PERMIT # STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF S.J.R.W.M.D. M.S.S.W. PERMIT # THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO COLLECTION FACILITY. STATE APPROVED LANDFILL. ALL PERSONNEL WILL. BE INSTRUCTED REGARDING PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP CITY OF JACKSONVILLE DEVELOPMENT PERMIT # THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. SOIL EXPOSED BY CLEARINGSUPERINTENDENT, THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE POLLUTION PREVENTION PLAN CERTIFICATION 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 OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITEFOLLOWED. OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO GENERAL CONTRACTOR I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT HAZARDOUS WASTE WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN OF SEDIMENTS. INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL SUB -CONTRACTOR ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM BE INSTRUCTED IN THESE PRACTICES AND THE SLATE SUPERINTENDENT, THE INDIVIDUAL APPLICABLE, IN THE OFFICE TRAILER ONSITE. THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT WHO MANAGES DAY-TO-DAY SITE OPERATIONS,NLL BE RESPONSIBLE FOR SEEING INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, MAY CONTRIBUTE SEDIMENT TO THE INLET. THAT THESE PRACTICES ARE FOLLOWED. TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF g. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND SANITARY WASTE RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS SIGNED: COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED LATER COMPETE WITH THE PERMANENT GRASSING. AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL TITLE: REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. CORPORATE OFFICER, GENERAL PARTNER, PROPRIETOR, 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT EXECUTIVE OFFICER, OR RANKING ELECTED OFFICIAL FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SHALL OFFSITE VEHICLE TRACKING ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA A STABILIZED CONSTRUCTION EN SIGNATURE BUSINESS NAME AND ADDRESS OF CONTRACTOR & ALL SUBS RESPONSIBLE FOR/DUTIES GENERAL CONTRACTOR SUB -CONTRACTOR SUB -CONTRACTOR SUB -CONTRACTOR SUB -CONTRACTOR Sheet Name Stormwater Pollution Prevention Plan TRANCE WILL BE PROVIDED TO HELP REDUCE Sheet Number DATE: ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. 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 THCONSTRUCTION SITES WILL BE COVEREDKNTH A ITSI. DUMP TRUCS � MATER NIAL FROM THE C=541 ARPA L Pro ject Number 16-470 d w U C) O w IL w ce wl m O ~I E- O z� LAJ a; m c� y �o �u y wa 04� aF jr LL w CV oC a2 x� �c a.v O ULL w F LL N �. �C N w d' W J v) z N4 i� 0- X z 4 w z z — 2 p to w w N OD 3/4' STRAP THROUGH 3/4' WIRE CINCH BUCKLE TENSIONED TIGHT OVER 2X4 WOOD BOARD (LENGTH EQUAL TO ROOTBALL DIAMETER) TOP OF ROOTBALL 2' ABOVE BACKFILL-�� 3/4' WIDE POLYESTER STRAP WITH BLACK PLASTIC OR METAL TOGGLE - 2 OR 4 PER TREE (ANCHOR SYSTEM 2) c L 0 SYLVAN DRI VE- 50' RIGHT OF WAY SINGLE OR MULTI -TRUNKED TREE -WATER BAG IF NO AUTOMATIC IRRIGATION JF B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & ALL NYLON STRING, STRAPS, & PLASTIC WRAP -WOOD SCREW -OPTIONAL TEMP. MULCH DAM AROUND ROOTBAL (N❑ SOIL) 3' MULCH SOIL MIX (1/4 S❑IL CONDITIONER & 3/4 YELLOW SAND OR STOCKPILED LIMEROCK FREE TOPSOIL) EXISTING LIMER❑CK-FREE S❑IL OR YELLOW SAND (COMPACTED) 8 EQUALLY SPACED VERTICAL SPLICES IF ROOTBALL IS CONTAINER GROWN 2 - 2X2 PINE OR STEEL U -CHANNEL FENCE POST ANCHOR STAKE (ONE ON EACH SIDE OF ROOTBALL (ANCHOR SYSTEM 1) TOP OF ROOTBALL 2: ABOVE BACKFILL TREE PLANTING DETAIL NOT TO SCALE roUNK WRAPPED W/20 LAYERS ❑F BURLAP DER WOOD PADS SECURED WITH TWINE K4'X18' WOOD PAD SECURED METAL STRAPS NOT PENETRATE NAILS r❑ TRUNCK K4' WOOD BRACE NAILED TO D AND STAKE (3 EA. PALM) MULCH BE PLACED V BELOW GRADE 3' TEMPORARY BERM 2'X4'X30' WOOD STAKE 12' A3 SAND/COMPOST MIXTURE COMPACTED EXIST. SOIL -BACKFILL METAL S 12' 9' QTY I SYM DESCRIPTION ABBQ - PLANT LIST SIZE SPACING I NOTES* 4 20 0 k LJT SP I LIGUSTRUM JAPONICA "TREE FORM LIGUSTRUM" SABAL PALMETTO "CABBAGE PALM" 10' 8', X 10'-12' 10', 3 TRKS , 6' CT, MATCHED FULL HEADS MATCHED AS SHOWN AS SHOWN FYN, FF, WW, OHE N, FYN, FF, WW 38 o0o VO VIBURNUM ODORA TISSUM "SWEET VIBURNUM" 30" X 24", FULL, MATCHED 36" OC. FYN, FF, WW 9 000 PM PODOCARPUS MACROPHYLLA "JAPANESE YEW" 48" X 30", FTG, MATCHED 32" OC. FYN, FF, WW 17 M ZF ZAMIA FLORIDANA "FLORIDA COONTIE" 18" X 18", FULL, MATCHED 36" OC. N, FYN, FF, WW 29 E12 FAX TRIPSACUM DACTYLAIDES "DWARF FAKAHATCHEE" 24" X 18", FULL, MATCHED 36" OC. N, FYN, FF, WW SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE) SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL *PLANT LIST LEGEND: N -NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) NO TREE REMOVAL ON SITE. NOTE: ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC RIGHT-OF-WAY REQUIRES A SEPARATE PERMIT BY THE DEPT OF PUBLIC WORKS. PROVIDE A MIN. 3' CLEARANCE FROM THE EDGE OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS, POLES, ETC., IN RIGHT-OF-WAY EASEMENT. CONTACT SJRWMD AND ANY OTHER GOVERNMENTAL AGENCIES PRIOR TO WORK IN JURISDICTIONAL WETLANDS. UPTI❑NAL TEMP, MULCH DAM AROUND R❑OTBAL (N❑ S❑IL) 3' MULCH SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND OR STOCKPILED LIMEROCK FREE TOPS❑IL) EXISTING LIMEROCK-FREE SOIL OR YELLOW SAND (COMPACTED) 9 EQUALLY SPACED VERTICAL SPLICES IF ROOTBALL IS CONTAINER GROWN SHRUB PLANTING DETAIL TRUNK WRAPPED W/20 LAYERS OF BURLAP UNDER WOOD PADS SECURED WITH TWINE (3) 2'X4'X18' WOOD PAD SECURED W/METAL STRAPS - DO NOT PENETRATE NAILS INT❑ TRUNK 2'X4' WOOD BRACE NAILED TO PAD AND STAKE (3 EA. PALM) 3' TEMPORARY BERM 3' MULCH TO BE PLACED V BELOW GRADE 2'X4'X30' WOOD STAKE 18' .' :..: ..: :.. 12' S❑IL MIX 18' YARD SAND 6' Diameter EDGE OF TREE PIT COMPACTED BACKFILL PALM TREE PLANTING DETAIL NOT TO SCALE NOT TO SCALE 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 !I'S TAELAW®V fi0WA PLANTING NOTES ABBQ RESTAURANT - ATLANTIC BEACH LANDSCAPE REQUIREMENTS PROPERTY FRONTAGE/ AREA GREEN AREA REQUIRED SF GREEN AREA PROV'D SF TREES REQ'D / SHADE REQ'D SHRUBS REQ'D INTERIOR VUA 6,501 SF 650 752 2 5082 x .25 = 1271/9 18 STREET FRONTAGE SOUTH 21 LF 210 210 1 21 x .75 = 16/3 5 NORTH 21 LF 210 117 1 21 x .75 = 16/3 5 ADJACENT PROPERTY EAST 200 LF 1000 985 4 WEST 17 LF 85 85 1 TOTAL 2155 2149 9/5 1 28 1. The LANDSCAPE CONTRACTOR is responsible for verifying project site conditions and all quantities indicated on these plans before commencing any work. LANDSCAPE CONTRACTOR shall notify the LANDSCAPE ARCHITECT if soil conditions are poorly drained to determine is substitution of materials is necessary. 2. Soil tests shall be provided to evaluate various areas of the landscape (especially the parking lot islands) for pH, available nutrients, phosphorus content, bulk density, etc. This will serve to ensure proper plant selection according to prevailin soil conditions, what lime/sulphur applications are needed (if any) and long-term survival of plant material. 3. All plant material shall be Florida Grade No. 1 or better nursery grown in accordance to Florida Grades and Standards handbook. 4. All plant material shall be container grown or B&B. B&B materials shall be "hardened off" root pruned during field production and shall be dug at least several weeks before planting is performed. 5. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insects, eggs or larvae and shall have healthy, well developed root systems. They shall be free from physical damage or adverse conditions that would prevent thriving growth. 6. All plants shall conform to the varieties indicated in the plant list. 7. Substitution of plant materials will not be permitted unless authorized in writing by the LANDSCAPE ARCHITECT. If proof is submitted that any plant specified in not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with corresponding adjustment of contract price. 8. Plant material locations and bed outlines shall be staked or flagged on site by the CONTRACTOR and shall be adjusted if required to fit actual as -built conditions on site and approved by the owner or owners representative. 9. All proposed tree planting locations shall be staked or flagged before installation by the LANDSCAPE ARCHITECT and approved by the owner or owners representative. 10. The CONTRACTOR shall estimate the depth of the planting hole by measuring the distance between the point where the topmost root emerges from the trunk and the bottom of the root ball. The planting hole shall be slightly shallower than this distance. No more than 2 to 3 inches of the root ball needs to be above the soil unless the site is poorly drained. Poorly drained soil requires planting depths even or higher. Planting holes dug too deep are required to have soil added to the bottom and loosely compacted. If planting holes should fill with water as it is dug, position the bottom of the root ball above the water and mound soil to cover the sides of the ball. The hole shall be at least 1.5 times the diameter of the root ball. Wider holes shall be used for compacted soil and wet sites. 11. The soil shall be freshly tilled and large clods of soil broken up. The growing medium shall be settled and firm at the time of herbicide application. Herbicides may be mechanically incorporated by mixing into top layer at a depth of 1-3 inches. 12. All backfill around plant material shall be worked firmly by slicing a shovel down into the backfill 20 to 30 times around the tree as you add backfill soil. Large clumps shall be broken up. Do not pack the backfill. Only step firmly on backfill soil to stabilize the root ball. The top of the root ball shall remain 1 inch (small trees) to 3 inches (large trees) or approximately 10% above grade. Do not over -pack the loosened soil when wet. Add 10 to 20 gallons of water to the rootball and backfill. Fill in any holes or depressions with backfill soil. Do not attempt to eliminate air pockets by compaction. Water infiltrating the backfill soil will eliminate large air pockets. 13. LANDSCAPE CONTRACTOR shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, obstruction on the site, or prior to work done by any other party, which the CONTRACTOR feels precludes establishing proper drainage shall be brought to the attention of the LANDSCAPE ARCHITECT for correction or relief of said responsibility. 14. When planting on slopes, set tree so top -most root in the ball on the uphill side is even with the soil. The side of the root ball on the downhill side will be well above the surrounding soil. Soil shall cover the sides of the root ball. Mulch shall cover the edge of the rootball and not piled on top. 15. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. 16. After all plant material in a plant bed area has been installed and approved, the areas between plants shall be raked to an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered with a minimum two (2) to three (3) inches of #2 grade or better of pine bark nuggets. 17. Before fertilization a soil and/or foliar nutrient analysis shall be performed to determine whether phosphorus fertilizer with 30% slow release nitrogen will be required. All planting bed areas shall be fertilized approximately 4-6 weeks after installation. 18. Plant material soil shall be "native" soil that was removed from the planting hole. If soil is badly contaminated, good quality soil shall be used as replacement after contaminated soil has been completely removed from planting area. 19. After sodding is completed, the entire side areas shall be watered by hand or irrigation system each day for two weeks. After approximately one month of installation, sodded areas shall then be top dressed with a 15-0-15 commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square feet of area in an evenly broad -case pattern. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading preparation for planting. Apply pre -emergent to all beds prior to planting. 21. Rough grades will be established by the owners general contractor at approximately 3 inches below curbs, sidewalks, hardscape amenities, mowing strips and abutments. All materials shall be a minumim 30" from buildings or walks. 22. CONTRACTOR shall coordinate construction of planting areas with installation of irrigation system. 23. Where seeding may be required on the plans, germination rate shall be the maximum percentage required for the variety specified at the rate of application specified. 24. Sod areas shall be SPECIFIED Grass. Grass for sodding shall be freshly cut in squares one foot wide by two feet long. Sod shall be healthy, free of insects and weeds, in naturally flourishing conditions. Dry, brown and unfresh sod will be rejected. 25. Sod shall be laid end to end and side to side in a staggered line to form a uniform layer. All uneven edges shall be squarely trimmed to allow close and firm fitting of each piece. 26. After sodding is completed, the entire sod areas shall be watered by hand or irrigation system each day for two weeks. Sodded areas shall then be top dressed with a commercial fertilizer as directed herein at the rate of 12 pounds per 1000 square feet of area in an evenly broad case pattern. 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining all plant material on site during and before planting, until the work in accepted by the LANDSCAPE ARCHITECT and/or owner. The LANDSCAPE CONTRACTOR is responsible for removing tree stakes after tree is established. 28. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to be healthy plants and in flourishing condition of active growth for ninety (90) days from final inspection and acceptance. All trees shall be guaranteed an additional one year from final inspection and acceptance. 29. The LANDSCAPE ARCHITECT, owner or owners representative shall have the right to reject any and all work which in his opinion does not meet with the requirements of the specifications at any stage of the project operation. 30. In general, the work shall proceed as rapidly as the site becomes available. Keep all areas of work clean, neat, and orderly at all times. 31. There will be special care to all existing trees to be retained on site to avoid construction damage. 32. An automatic irrigation system is to be provided and a shop drawing of the layout and design must be submitted to the governmental agency, for review and approval, prior to installation. 33. Irrigation system shall be fully automatic, providing 100% coverage to all planting areas, with all pop up heads in lawn area. 34. Irrigation station shall be set where there will be no mixing of shrub and lawn areas, fixed spray heads with gear driven heads or impacts. Shrub risers shall be minimum 2.5' from eop and all heads minimum 2' from buildings. 35. A double check backflow prevention (or approved equal); equal to a DCA -100; to be mounted in a rectangular valve box (12"x 10") on the service side of the meter and immediately adjacent to the water meter. 36. After the landscape plan is approved by the governmental agency any subsequent changes must be resubmitted for review and approval 37. Shade trees shall be planted minimum 4' from EOP and 15' from OHE. 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. Sod all 4:1 or greater slopes, Seed all other disturbed areas. V Z Z00 • Z Q Z� Q ap J J rn 0 JCN N W r7 0' U Ld = w -_' J _Z = Z U Vo QQ 0 W N Q N �-- U If) W (� X O CO Z Z Q Q 00 0. of 41 �� a ®� IFI41 rn 00 ®m A 9 zO ® °w STATE OF 00- 0 ® 9O 10R 10' 0 ®®® CgPE PRS®®� c � 03.24.2018 Z Q Z 1121:� W I--- �- Cn 0 W J LiJW M 0 M Q W Z LANDSCAPE PLAN 07.27.17 OC JANET 0. WHITMILL R.L.A.,INC. opyright, Janet 0. Whitmill,R.L.A. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of Janet 0. Whitmill. U7 F- I- Z Z Z w w v O Q w Z Eu> U LL.Qf W Q m O Q L) 0 w °D W JOB NO. 27417 DRAWN: DHM CHECKED: J ® W SCALE:1 "=16'-O" L 1 DRAWING NO. I W ° EXECUTION: A. Furnishing and installing sprinkler system as described in Contract Documents complete with O a 3.1 LJ ., • a A. Protection: w Q 1. n A. Design Requirements: ww >0 - Qz rn a. Location of heads shown on Drawings is approximate. Actual placement may vary slightly as ww o INSTALLATION: LULn A. f 0 fences, etc. ��// ._. LLw Over -excavate trenches by two (2") inches and bring back to indicated depth by filling with fine, D 2. I( -n d A. Regulatory Requirements: = no case shall there be less than two (2") inches of rock -free soil or sand surrounding pipe. . d ° d a ° a. ° d d d° W Valve Callout conforming to these codes. Valve Number Manufacturer. = Valve Flow Q U #" Valve Size IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL QTY D Two Rain Bird 1 401 bubbler 22x2 SINGLE -STORY BLDG 5t 000 S.F. F.F.E. 9.18' SYLVAN DRIVE 50' RIGHT OF WAY ARC PSI GPM RADIUS PRECIP. 3GO 30 0.50 P NA L� N SYMBOL MAN U FACTU RER/MODEUDESCRI PTION QTY PRECIP. Two Rain Bird PC- 10 Single Outlet 2x2 NA Area to Receive Dripline Rain Bird XFD-09- 12 550 s.f. 1. 1 "/hr XFD On -Surface Pressure Compensating Landscape Dripline. 03GPH emitters at 12.0" O.C. Dripline laterals spaced at G.0" apart, with emitters offset for triangular pattern. UV Re5i5tant. WATERING SCHEDULE SYMBOL MAN UFACTURER/MODEUDESCRIPTION QTY MAR (2ND SUNDAY) - NOV ( 1ST SUNDAY) - WATER NOV ( IST SUNDAY) MAR (2ND SUNDAY) Rain Bird XCZ- 100 -FRB -COM in jumbo valve box I ZONE GPM USE PRECIP, RATE DAYS - MINUTES DAYS - MINUTES BF Wilkins E)75XL I" Backflow Preventer I 1 16.5 LOW 1,1"/hr TUES / F - 40 MIN TUES - 40 MIN © Rain Bird ESP4Me 4 Station Controller I ALL IRRIGATI❑N IS LOW WATER USE Rain Bird RSD-BEx Rain Sensor I NO WATERING TO TAKE PLACE BETWEEN THE HOURS OF 10:OOAM - 4i00PM Water Meter 4" I Irrigation Lateral Line: PVC Class I GO 440 Lf. Irrigation Mainline: PVC 1 -1 /4" Schedule 40 20 l.f. Pipe Sleeve: PVC Schedule 40 Crawford Irn'gation Design, Inc. Extend sleeves 16 inches beyond edges of paving or construction, IRRIGATI❑N DESIGN AND C❑NSULTATI❑IN SERVICES IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN TAKE OFF Edgewater, Florida EMAID cleRattantic,net Teti (386) 424-0027 UNDERGROUND IRRIGATION SPECIFICATIONS 1.0 GENERAL 11 s UMMARY. Includes but not limited to. 3.0 EXECUTION: A. Furnishing and installing sprinkler system as described in Contract Documents complete with O accessories necessary for proper functioning. 3.1 PREPARATION: ., • a A. Protection: 1.2 SYSTEM DESCRIPTION: 1. Work of others damaged by this Section during course of its work shall be replaced or repaired A. Design Requirements: Lv by original installer at this Section's expense. 1. Layout of Irrigation Heads: rn a. Location of heads shown on Drawings is approximate. Actual placement may vary slightly as 3.2 INSTALLATION: is required to achieve full, even coverage without spraying onto buildings, sidewalks, A. Trenching and Backfilling: fences, etc. 1. Over -excavate trenches by two (2") inches and bring back to indicated depth by filling with fine, 1.3 QUALITY ASSURANCE: 2. rock -free soil or sand. Cover pipe both top and sides with two (2") inches of material specified in paragraph above. In A. Regulatory Requirements: = no case shall there be less than two (2") inches of rock -free soil or sand surrounding pipe. 1. Work and materials shall be in accordance with latest rules and regulations, and other applicable U Q B. Installation of Plastic Pipe: state or local laws. Nothing in Contract Documents is to be construed to permit work not W 1. Install plastic pipe in a manner to provide for expansion and contraction as recommended by conforming to these codes. Manufacturer. B. Pre -Installation Conference: Q U 2. Unless otherwise indicated on Drawings, install main lines with a minimum cover of eighteen (18") 1. Meet with Owner and Landscape Architect to discuss and clarify all aspects of job requirements (n inches based on finish grade. Install lateral lines with a minimum cover of twelve (12") inches prior to commencing work of this Section. Z Q based on finish grade C. System Adjustments: 3. Locate no sprinkler head closer than twelve (12") inches from building foundation. Heads 1. Minor adjustments in system will be permitted to avoid existing fixed obstructions. immediately adjacent to mowing strips, walks or curbs shall be one (1 ") inch below top of 2. Mainline, laterals, and valves are shown for clarity purposes only. All irrigation equipment to be mowing strip, walk or curb and have a minimum of one (1 ") inch clearance between head and with landscape area. Mainline, laterals and valves to be installed as far away from existing and mowing strip, walk or curb. new specimen trees as possible. 4. Drawings show arrangement of piping. Should local conditions necessitate rearrangement, obtain D. 1. Documentation and submittal of actual water supply performance prior to commencing installation. approval of Landscape Architect prior to proceeding with work. 1.4 SUBMITTALS: 5. Cut plastic pipe square. Remove burrs at cut ends prior to installation so unobstructed flow will A. Record Drawings: result. 6. Make solvent weld joints in the following manner: 1. Prepare an accurate as -built drawing as installation proceeds to be submitted prior to final a. Clean mating pipe and fitting with clean, dry cloth and apply one (1) coat of P-70 primer to inspection. Drawing shall include: each. a. Detail and dimension changes made during construction. b. Apply uniform coat of 711 solvent to outside of pipe. b. Significant details and dimensions not shown in original Bidding Documents. c. Apply solvent to fitting in similar manner. 2. Maintain, at job site, one copy of Contract Documents (as defined in General Conditions) and d. Reapply a light coat of solvent to pipe and quickly insert into fitting. relevant shop drawings. e. Give pipe or fitting a quarter turn to insure even distribution of solvent and make sure pipe 3. Clearly mark each document PROJECT RECORD COPY' and maintain in good condition for use of is inserted to full depth of fitting socket. the Landscape Architect and Owner. f. Hold in position for fifteen (15) seconds minimum or long enough to secure joint. 4. As -built drawing shall be clearly drawn. g. Wipe off solvent appearing on outer shoulder of fitting. 5. Submit product literature for all sprinklers, valves, pipe, wire, wire connectors and controller. h. Do not use an excessive amount of solvent thereby causing an obstruction to form on the 6. Final payment for system will not be authorized until accurate and complete submittals are inside of pipe. delivered to the Landscape Architect. i. Allow joints to set at least 24 hours before applying pressure to PVC pipe. B. Instruction Manual: 7. Tape threaded connection with teflon tape. 1. Provide instruction manual which lists complete instructions for system operation and C. Control Valves and Controller: maintenance. 1. Install controller, control wires, and valves in accordance with Manufacturer's recommendations 1.5 PRODUCT STORAGE: and according to applicable electrical code. A. During construction and storage, protect materials from damage and prolonged exposure to sunlight. 2. Install valves in plastic boxes with reinforced heavy duty plastic covers. Locate valve box tops at finish grade. 1.6 WARRANTY: 3. Install remote control valves in valve boxes positioned over valve so all parts of valve can be A. Standard one (1) year warranty stipulated in General Conditions shall include: reached for service. Set cover of valve box even with finish grade. 4. Install all valve boxes over nine (9") inches of gravel for drainage. 1. Completed system including parts and labor. D. Sprinkler Heads: 2. Filling and repairing depressions and replacing plantings due to settlement of irrigation trenches 1. Prior to the installation of sprinkler heads, open control valves and use full head of water to flush for one (1) year following final acceptance. out system. 3. System adjustment to supply proper coverage to areas to receive water. 2. Set sprinkler heads perpendicular to finish grade. 1.7 MAINTENANCE: 3. Set lawn sprinkler heads adjacent to existing walks, curbs, and other paved areas to grade. A. Extra Materials: E. Dripline: 1. Install 12" pop up spray with blank nozzle next to drip zone control valve for zone operation indicator 1. In addition to installed system, furnish Owner with the following items at close-out: 2. Stake dripline every 6' with dripline tie down stakes. a. Two sprinkler head bodies of each size and type. 3. Install flush valve in 6" valve box in each drip area. b. Two nozzles for each size and type. c. Two adjusting keys for each sprinkler head cover type. 3.3 ADJUSTMENT AND CLEANING: 2.0 PRODUCTS: A. Adjust heads to proper grade when turf is sufficiently established to allow walking on it without appreciable harm. Such lowering or raising of of heads shall be part of the original contract with no 2.1 PIPE, PIPE FITTINGS, AND CONNECTIONS: additional charge to the Owner. B. Adjust sprinkler heads for proper distribution and trim to ensure spray does not fall on building. A. Pipe shall be continuously and permanently marked with Manufacturer's name, size, schedule, type, C. Adjust watering time of valves to provide proper amounts of water to all plants. and working pressure. B. Pipe: 1. Pressure Lines: as indicated on plans. 3.4 DEMONSTRATION: 2. Lateral Lines: as indicated on plans. A. Afters stem is installed and a Y pproved, instruct Owners Representative in complete operation and 3. Risers: sch. 80 PVC, gray maintenance. C. Fittings: 1. Schedule 40 PVC. D. Sleeving: END OF SECTION 1. Schedule 40 PVC. 2.2 SPRINKLER HEADS: A. Conform to requirements shown on Drawings as to type, radius of throw, pressure, and discharge. 2.3 AUTOMATIC SPRINKLER SYSTEM: A. Control valves shall be of size and type indicated on Drawings. B. Control wire shall be UL listed, single conductor direct burial size 14. Use 3M-DBY for all wire splices. 2.4 VALVES: WIRING TO CONTROLLER; PROVIDE EXPANSION COILS A. Electric Valves: VALVE BOX MOUNTED AT 1. Make and model shown on Drawings. GRADE; USE EXTENSION IF NECESSARY B. Automatic Controller: 1. Make and model shown on Drawings. ZONE VALVE 1 CF. GRAVEL SUMP AND BASE 2.5 VALVE ACCESSORIES: TAPE OPEN AREAS AS A. Valve Boxes: NECESSARY TO PREVENT SILTATION, 1. Ametek or Brooks heavy duty valve box with locking lid or Landscape Architect PIPING TO ZONE approved equal. 2. Do not install more than one (1) valve in a single box. 3. Valve boxes shall be large enough for easy removal or maintenance of valves. LINE FLUSHING VALVE PLUMBED TO PVC -AREA PERIMETER DRIPLINE START CONNECTION -EXHAUST HEADER DRIPLINE TEE /-DRIPLINE LATERAL TUBING AIR/VACUUM RELIEF VALVE (PLUMBED TO DRIPLINE ONE AT EACH HIGH POINT) BLANK TUBING CENTERED ON MOUND OR BERM SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV IRREGULAR AREA DIPLINE LAYOUT INSTALL TOP OF VALVE A MAXIMUM OF 15' FROM FINISHED GRADE. ZONE VALVE INSTALLATION DETAIL SCALE:NTS SLEEVING ROUGH -IN DETAIL SCALE: NTS PIPE END AND STAKE STUB -UP X BACK OF CURB R PIPE STUBBED UP END OF SLEEVE 40 PVC SLEEVE SIZE PER PLAN U Z O 0 11111111M ., • a Z z� z� DO • Q J r7 Lv 0 0 rn F-- �- N i) W r% O:fLLJ UL W J Cy = > z o M U Q Y 0 • O W Z J Q N F_ Q U N Ln I.LI (n x M Z Z Q (Z; Q o_ 00 41 ®®� 0. ®®®� L) ® �� �1F1 00 ® m 9 .0 ® A STATEOF®00 ® 9 F(OR4 00 ® �SCgPE PRG®®®o _0 � 03.24. 18 IRRIGATION PLAN 07.27.17 © JANET 0. WHITMILL R.L.A.,INC. Copyright, Janet 0. Whitmill,R.L.A. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated In any form or by any means without the prior, written consent of Janet 0. Whitmill. N (n H Z Z Z w w Z p ov O U �- q w Z > U OfW mQ M o 0 O U CJ O 11111111M a ~ ° Z Lv LL F-- �- U i) O W O:fLLJ ; m Cy Ld U M 0 M Z J Q L� Z Q IRRIGATION PLAN 07.27.17 © JANET 0. WHITMILL R.L.A.,INC. Copyright, Janet 0. Whitmill,R.L.A. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated In any form or by any means without the prior, written consent of Janet 0. Whitmill. N (n H Z Z Z w w Z p ov O U �- q w Z > U OfW mQ M o 0 O U CJ JOB NO. 27417 DRAWN: DHM CHECKED: J O w SCALE:1 "=1 6' - 0" R-1 DRAWING NO. 11111111M JOB NO. 27417 DRAWN: DHM CHECKED: J O w SCALE:1 "=1 6' - 0" R-1 DRAWING NO.