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Home My WebLink AboutR-382104SURFACE WATER STANDARD PLAN NOTES -" 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 1. OF 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING OF CI MUST BE HELD BETWEEN THE CITY OF RENTON PLM! REVIEW SECTION AND THE APPLICANT. SH 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE 2• (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND UN MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS AN ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT PU SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO SAND OR CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS 3. PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. RE 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN DI APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER 4. CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE NE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY PE DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RE RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. TH 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN 5' PROGRESS. AN 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. 6. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE PE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPUCANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION 7' 0 EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS P SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS 9. OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF S RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 10 REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. D 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST P DI BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL FI 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 11 95 PERCENT DENSITY, STANDARD PROCTO. B 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE U APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF 12 H RENTON TRENCH RESTORATION STANDARDS. A 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING E CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS 13 COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. S 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC 14 WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. A 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN P S ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD R AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL., AS WELL AS PLACEMENT AND COMPACTION OF C REQUIRED BEDDING MATERIAL. TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA P CLASS "C" , WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER 15 INSIDE AND OUTSIDE. 1 6 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING I UDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING UDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CAVI BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70X PASSING; 2 - 4 INCH ROCK / 30 - 4OX PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20X PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REMEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED. CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED 'STORM" OR DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING HARE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLJGA11O N AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION NTH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). iNITARY SEWER NOTES AND SPECIFICATIONS ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE TY OF RENTON IN THE RENTON STANDARD PLANS do SPECIFICATIONS. A SET OF APPROVED PLANS ALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS LESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN BUC RIGHT OF WAY. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR' S SPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR STURBANCE. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING W CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY RMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A PRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY E PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION D FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED RMITS PRIOR TO ANY CONSTRUCTION. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE VER ALL OTHER PLANS. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN OGRESS. THE THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN AS -BUILT DRAWING OF THE SANITARY EWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. . BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DE OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 ERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE AMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE LL OVER PIPE SHALL BE THE SAME AS DESCRIBED. . OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE ACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY TILITY SPECIFICATIONS . DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR ORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE PPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND LEVATIONS ARE NOTED ON THE PLANS. . ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE ATISFAC71ON OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. . ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN CCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON LANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA TANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE ENTON STANDARD PLANS do SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE IT BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND )IMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE EA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. . SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. . IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. N PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. i+• • Y1w6i 0 -Tc r- EACE 5NOLLOEt - !P TIIRNvU'f t I h TVPF vi �IJ�PCP.T vrarF4 i AT EDGE OF SHOULDEq I•AICE of I MD -k O i .ft �---- - k 'Vi CF y,l I ( rym oz - ..-_..tom, .. .,a, �� . • 13DO s3 CIX" BEPMMSIDEf 41X MAI L13OX PLAC E#RNI7 SEC-TkCIM Y - 3' 0 C. AMIE Ta puv. J,✓y uI� e--.�Jgt J IattwliPllPER EaOx ('SEE WITC rj I r I .. m •I STraL PW i Slaw POST OPTm 4P11011 TYPE t SLIPPCRT lwil• rias RI.a.TL b� is 2 IL (S E NUIL• b) ?AfAJ -'X LW c . I". r^ 2 ('"l -7 I2 GUVAK PIR f'4 f r • �► rte,. uttriltAi � -1 � . . r aws ti iEr.,r1-�tl � rrsx;tcsrc � 1 4 1 iumm i oar me rE a KAIL13GX SPAICM aETAIL W (SEE NOTE 7) 1,,, - LIMITS OF PIPE ZONE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. MW. PI" - 405 PUBLIC WORKS PIPE MODING DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012 .N \ NOT": S . Al ,-Nab n: I•Iarr to :"d n I du s: tkn plGrami drs qn :J ww • co rtaG - *ibw* wja V is b:KMt a<io mm.s m ra p!w. w aw.: rid for air airy* p.-% wdam at-sm. ririd *%wA mw Yr 2. A Typb ' s port a wqw ■c +tan 1 cX no -m t rwakesw: xi w be :I nftW on owc %japan A Kaman•" of ::ter: rmW be r dAMOL m . T,qe W^r[ Sac Srd Spee. I 'n-7 . ;' AMM aOwc b a: sh a wish 1*0 1 : x' ULAW :amps '"amaJ 4' 7sri F 'd2pn 7r1� hcim Y' tw ot*atpWir bzn m fmC Uos 2 1:Y x lis' Nag -oft b 8bidl r•wr *Pw beAft x+ ,wed vau. boons r fia aar.ad iervA alae Now of W rwedoW wLwa *a n.-aTb�c c+c x is domed A. g��,�,�p air a xw r �[.� hoiii .1r1tt A1C: �3 sr.�rw,r:Ctlrfr3 RharrrwA w mT s to it to is prtr.>txr aid/ m�� d'�Mr. udd� knvi h„Ica twujok t w Iraiocr p 1�t itE 111itbl-:. S. Cceem -ae aw"it a.g! St¢ piadD .1 kc draft t4MG0,. Ocr 11rA s:siloux 63x b 6. A stirs+ ins; %X 8n2ikA irg srAw In:Y be tutahld in ML 0. V* nidi• tm* fab itAw A*g for woe 6" poem sawaa. On rs Out Tac saw„ of t1L v am nc : mgr: ' fax Doe; rn.hi rem. aaTALL 0 Wasp t*w SP§CJWG W ta*fWC7 , iM OEIML. S ZE IF".' / �f on mm r' •��rr rY PMElf� til�y 1Yft 2 sIOPCIRT •'•fir Or j'�10lrA (�s � a • iu t��l � wi.LSTiOfi TV" I ATM STiIIIIIIIIIIII11111111" PLM t omf t ar a ar.-vI AGOP'Yw Cfr v- OF REWON rOAM STANDARD PLAM LAST GATE": 0510WA- 2 V PAe,911027 3/8" FULL DEPTH EXPANSION JOINT NOTES INSTALLATION OF NDCBU INCLUDING CONSTRUCTION OF BASE WILL BE DONE BY U.S. POSTAL SERVICE RECESSED LIFT POCKET %" - 11 N.C. SOCKET HD 2" A. C. 1'-0" BEDDING MATERIAL FOR ` SANITARY SEWER PIPE j O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL _;,- ' 6" CONCRETE 6" BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. MW. PI" - 405 PUBLIC WORKS PIPE MODING DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012 .N \ NOT": S . Al ,-Nab n: I•Iarr to :"d n I du s: tkn plGrami drs qn :J ww • co rtaG - *ibw* wja V is b:KMt a<io mm.s m ra p!w. w aw.: rid for air airy* p.-% wdam at-sm. ririd *%wA mw Yr 2. A Typb ' s port a wqw ■c +tan 1 cX no -m t rwakesw: xi w be :I nftW on owc %japan A Kaman•" of ::ter: rmW be r dAMOL m . T,qe W^r[ Sac Srd Spee. I 'n-7 . ;' AMM aOwc b a: sh a wish 1*0 1 : x' ULAW :amps '"amaJ 4' 7sri F 'd2pn 7r1� hcim Y' tw ot*atpWir bzn m fmC Uos 2 1:Y x lis' Nag -oft b 8bidl r•wr *Pw beAft x+ ,wed vau. boons r fia aar.ad iervA alae Now of W rwedoW wLwa *a n.-aTb�c c+c x is domed A. g��,�,�p air a xw r �[.� hoiii .1r1tt A1C: �3 sr.�rw,r:Ctlrfr3 RharrrwA w mT s to it to is prtr.>txr aid/ m�� d'�Mr. udd� knvi h„Ica twujok t w Iraiocr p 1�t itE 111itbl-:. S. Cceem -ae aw"it a.g! St¢ piadD .1 kc draft t4MG0,. Ocr 11rA s:siloux 63x b 6. A stirs+ ins; %X 8n2ikA irg srAw In:Y be tutahld in ML 0. V* nidi• tm* fab itAw A*g for woe 6" poem sawaa. On rs Out Tac saw„ of t1L v am nc : mgr: ' fax Doe; rn.hi rem. aaTALL 0 Wasp t*w SP§CJWG W ta*fWC7 , iM OEIML. S ZE IF".' / �f on mm r' •��rr rY PMElf� til�y 1Yft 2 sIOPCIRT •'•fir Or j'�10lrA (�s � a • iu t��l � wi.LSTiOfi TV" I ATM STiIIIIIIIIIIII11111111" PLM t omf t ar a ar.-vI AGOP'Yw Cfr v- OF REWON rOAM STANDARD PLAM LAST GATE": 0510WA- 2 V PAe,911027 3/8" FULL DEPTH EXPANSION JOINT NOTES INSTALLATION OF NDCBU INCLUDING CONSTRUCTION OF BASE WILL BE DONE BY U.S. POSTAL SERVICE RECESSED LIFT POCKET %" - 11 N.C. SOCKET HD 2" A. C. 21 - O./ SCREW 1 A" LONG ` (BRONZE OR S.S.) j }¢" x 2" RAISED PADS _;,- ' 6" CONCRETE CLASS 3000 SAND OR EXPANDABLE FOAM WATER TIGHT PLUG qi N CAST IRON RING AND COVER o to 10 o 10 0 0 0 0 0 0 0 0 45' (1 /8) BEND 2" � ti� 8" 2" X` �P J� **,,) O PIPE MATERIAL AS SPECIFIED BY THE ENGINEER '�- 45• (1/8) BEND NOTES: 1. S" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. � = c ^ 87D. PLAN - 409.1 PUBLIC WORKS 8 OR 6 INCH CLEAN -01ST ` DEPARTMENT FOR SANITARY SEWER MAINS SEPTEI[BER 2011 ANCHOR BOLT PATTERN PER C.B.U. PEDESTAL TEMPLATE �-- it -6" ---] FRONT VIEW 2'-7" MAX.MIN. 5'-0• 1'-4" CLEAR WIDTH PLANTING STRING WIDTH 0 TO VARIABLE 6- SIDE VIEW s t0 I NEIGHBORHOOD DELIVERY AND_ COLLECTION BOX UNIT. 382104 MOUNT ON PEDESTAL PROVIDED WITH N.D.C.B.U. 3/8' FULL DEPTH EXPANSION JOINT WALK I Know wears below. Call before you dig. Z_ CD Z c :x 03 Z m Z m Z T Z 0