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HomeMy WebLinkAboutS-357607a BACKFILL MATERIAL PER STORM DRAIN NOTE 4 PEA GRAVEL STORM DRAIN PIPE FINISHED SUBGRADE 0 0 ° 0 ° 0. 0 0 o °0 O0 o o °. o o O VARIES, SEE STORM DRAIN NOTE 3 /- PIPE O.D. 6" BEDDING MATERIAL VARIES PER STORM DRAIN --kk NOTE 3 OR CONCRETE MAXIMUM TRENCH ENCASEMENT BELOW WIDTH I.D. + 30" < 15 "0 FOUNDATION GRAVEL CLASS B = 1.5XI.D. +18'> 18 "0 PER WSDOT 9 -03.17 (IF REQUIRED) TRENCH SECTION (STORM DRAIN PIPE) NAT TA Ch11L WARNING: ..T.... ,BHH,210 dSOee1.E OBG 1 0 I ® I w I Eu eB1B FeEe,sl WeY, WA BROW THE UTILITY LOCATIONS SHOWN WWW esmcivil.cS. wP� CIA 0,sl ".".� "e I rE°roieci "wma.m. "r I ww--a N"tl,KI ARE APPROXIMATE ONLY. DEPTH NMI. "°° UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -009 RECESSED UFT POCKET W — 11 N.C. SOCKET HD 2" A.C. 2'-0" SCREW t Y" LONG (BRONZE OR S.S.) i < V x 2" RAISED PADS 6" CONCRETE CLASS 3000 FIBER JOINT PACKING + -- 12 Y° - -+ 14" WATER TIGHT � PLUG 2' )�• 45' (1/8) BEND t b' 3'• 2 2" 11" 12 Y:' I-11 •�O 14" 0 CAST IRON RING AND COVER e'� P PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. NOTES: 1. 8" CLEANOUTS 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. PUBLIC WORKS BYD. PLN - 4OB1 ' DEPARTMENT B OR 6 INCH CLEAN -0OUT MARCH 2008 18' -0" POST TOP GATE POST STORM DRAINAGE NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST "ENGLISH" UNIT EDITION, OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA). CHAIN LINK FABRIC THE STANDARD SPECIFICATIONS GOVERN ALL PHASES OF WORK. 2. STORM DRAIN PIPE SHALL MEET THE FOLLOWING REQUIREMENTS, A. PVC PIPE CONFORMING TO ASTM D 3034 SDR 35 FOR PIPE UP TO 15 —INCH DIAMETER AND ASTM F 789 TYPE 1 FOR PIPE SIZES 18 —INCH TO 27 —INCH DIAMETER. PVC PIPE JOINTS SHALL CONFORM TO GATE POST ASTM D 3212 WITH RESTRAINED GASKETS CONFORMING TO ATM F 477. .T:i�/� Y�� B. ALL PIPE JOINTS SHALL BE RUBBER GASKETED. FULCRUM LATCH W/ STRIKE STRAP 3. ALL STORM DRAIN PIPE SHALL BE BEDDED EXCEPT AS NOTED ON THE PLAN SHEETS (E.G. IN POND BERMS). BEDDING MATERIAL SHALL CONFORM TO "BEDDING MATERIAL FOR RIGID PIPE" AS SPECIFIED IN SECTION 9- 03.12(3) OF THE STANDARD SPECIFICATIONS. WASHED PEA GRAVEL MAY ALSO BE USED FOR PIPE BEDDING. BEDDING SHALL BE PLACED TO A MINIMUM DEPTH OF 6 INCHES UNDER THE BARREL OF THE PIPE AND UP TO THE FOLLOWING LEVELS: — PVC — ONE (1) FOOT ABOVE THE CROWN OF THE PIPE. z O AS AN OPTION THE CONTRACTOR MAY USE CONTROLLED DENSITY FILL. 0 1� 4. TRENCH BACK FILL SHALL BE EXCAVATED NATIVE MATERIAL OR BANK RUN GRAVEL FOR TRENCH BACK FILL I— CONFORMING TO SECTION 9 -03.19 OF THE STANDARD SPECIFICATIONS, DEPENDING ON THE SUITABILITY OF THE Q GATE FRAME NATIVE MATERIAL TO COMPACTION. SUITABLE MATERIAL SHALL BE FREE FROM MUD, MUCK, ORGANIC d L MATTER, BROKEN PAVEMENT, ROCKS GREATER THAN 6 —INCH DIMENSION, AND OTHER DELETERIOUS MATERIAL, AND MUST BE CAPABLE OF COMPACTION TO MEET THE REQUIRED DENSITY AT THE TIME OF PLACEMENT. IF THE V/ NATIVE MATERIAL CANNOT BE READILY COMPACTED TO SPECIFIED DENSITY, ONLY BANK RUN GRAVEL SHALL BE UTILIZED AND ANY INSUFFICIENTLY COMPACTED NATIVE MATERIAL SHALL BE REMOVED AND REPLACED WITH Q. BANIPIRUN GRAVEL. THE NATIVE MATERIAL SHALL ONLY BE USED AND REMAIN IN PLACE IF INSITU COMPACTION TESTING PROVIDES SUFFICIENT EVIDENCE THAT THE SPECIFIED COMPACTION IS UNIFORMLY ATTAINED. 10' -0° D AN EXCEPTION TO THE ABOVE SPECIFICATIONS, IS THAT LOW PERMEABILITY GLACIAL TILL MUST BE USED FOR PIPES < LAID IN OR THROUGH POND BERMS OR CREEK OR WETLAND CROSSINGS. x, TENSION BAR (NP 4 SIDES) BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12 INCHES IN LOOSE DEPTH, AND EACH LIFT SHALL BE J MECHANICALLY COMPACTED TO THE FOLLOWING DENSITIES. O — ALONG AND OVER THE PIPE TO A DEPTH OF ONE FOOT ABOVE THE CROWN OF THE PIPE — 90 PERCENT O OF MAXIMUM DENSITY. T — MORE THAN ONE FOOT ABOVE THE CROWN OF THE PIPE IN UNIMPROVED AREAS — 90 PERCENT OF 1 MAXIMUM DENSITY. r0'^ — MORE THAN ONE FOOT ABOVE THE CROWN OF THE PIPE IN AREAS TO BE PAVED (ROADWAY AND /OR VJ SIDEWALK) — 95 PERCENT OF MAXIMUM DENSITY. — MAXIMUM DENSITY TO BE DETERMINED BY ASTM D1557. �2 _V 5. CALL UNDERGROUND LOCATE LINE 1- 800- 424 -5555 A MINIMUM 48 HOURS PRIOR TO ANY EXCAVATIONS. Z 6. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN CONTRACTOR, THE CITY'S INSPECTOR AND OTHER APPROPRIATE PARTIES. F— 7. THE CITY ENGINEER MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCING CONSTRUCTION. NO PART OF THE DRAINAGE SYSTEM SHALL BE PUT INTO USE UNTIL IT HAS BEEN INSPECTED BY THE CITY. THE CITY MAY WAIVE THIS REQUIREMENT ON A CASE BY CASE BASIS IF CONTINUED EVIDENCE OF SOUND CONSTRUCTION Lv PRACTICE BY THE CONTRACTOR SO WARRANTS. IN ANY EVENT, INSTALLATIONS WHICH DO NOT MEET THE M REQUIREMENTS OF THESE STANDARDS SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S SOLE EXPENSE. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL DRAINAGE STRUCTURES SHALL HAVE BOLT DOWN LOCKING LIDS. ALL DRAINAGE STRUCTURES THAT DO NOT COLLECT SURFACE WATER RUNOFF SHALL HAVE SOLID LOCKING LIDS. 10. PRIOR TO FINAL INSPECTION AND ACCEPTANCE, PIPES AND STRUCTURES SHALL BE CLEANED AND FLUSHED. 11. MANHOLES AND CATCH BASINS MUST MEET OSHA CONFINED SPACE REQUIREMENTS, WHICH INCLUDE CLEARLY MARKING ENTRANCES TO CONFINED SPACE AREAS. THIS MAY BE ACCOMPLISHED BY HANGING A REMOVABLE SIGN IN THE ACCESS RISER, JUST UNDER THE ACCESS UD. BACKFILL MATERIAL PER STORM DRAIN NOTE 4 PEA GRAVEL STORM DRAIN PIPE FINISHED SUBGRADE 0 0 ° 0 ° 0. 0 0 o °0 O0 o o °. o o O VARIES, SEE STORM DRAIN NOTE 3 /- PIPE O.D. 6" BEDDING MATERIAL VARIES PER STORM DRAIN --kk NOTE 3 OR CONCRETE MAXIMUM TRENCH ENCASEMENT BELOW WIDTH I.D. + 30" < 15 "0 FOUNDATION GRAVEL CLASS B = 1.5XI.D. +18'> 18 "0 PER WSDOT 9 -03.17 (IF REQUIRED) TRENCH SECTION (STORM DRAIN PIPE) NAT TA Ch11L WARNING: ..T.... ,BHH,210 dSOee1.E OBG 1 0 I ® I w I Eu eB1B FeEe,sl WeY, WA BROW THE UTILITY LOCATIONS SHOWN WWW esmcivil.cS. wP� CIA 0,sl ".".� "e I rE°roieci "wma.m. "r I ww--a N"tl,KI ARE APPROXIMATE ONLY. DEPTH NMI. "°° UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -009 RECESSED UFT POCKET W — 11 N.C. SOCKET HD 2" A.C. 2'-0" SCREW t Y" LONG (BRONZE OR S.S.) i < V x 2" RAISED PADS 6" CONCRETE CLASS 3000 FIBER JOINT PACKING + -- 12 Y° - -+ 14" WATER TIGHT � PLUG 2' )�• 45' (1/8) BEND t b' 3'• 2 2" 11" 12 Y:' I-11 •�O 14" 0 CAST IRON RING AND COVER e'� P PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. NOTES: 1. 8" CLEANOUTS 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. PUBLIC WORKS BYD. PLN - 4OB1 ' DEPARTMENT B OR 6 INCH CLEAN -0OUT MARCH 2008 18' -0" POST TOP GATE POST (° I ALL JOINTS —/ IIL DROP BAR #3 HOOPS WELDED TO MAKE ® 6" A SOLID FRAME T9' _ °I 8#6 VER IT EVENLY SPACED Ls ! L �6^ I CLASS C .I: 18 "0 mot' CONCRETE DOUBLE SWING GATE DETAIL I� �t SCALE: 1 " =2' EXAMPLE OF FIBERGLASS STEPPING PLATFORM NOT TO SCALE CITY OF 1 8W010.>'p✓NIITML "BYDATE �'�.�'.$. xasaoNrN_ w,s isea / +ss, DESIGNED ' ""` a'eLrru` .�". R E N TO N OCL AGWN: °NI E DATUM ` " "" Aim a *�u-EINC Planning /Building /Public Works Dept. If NOT ONE INCH NO. REVISION APPR "P^" " ""C0R 01NCL 10' -0" ALL JOINTS WELDED TO MAKE POST TOP -\.,a A SOLID FRAME GATE POST X X 5- 351601 CHAIN LINK FABRIC ULCRUM LATCH I/ STRIKE STRAP GATE FRAME (TYP 4 SIDES) TENSION BAR (TYP 4 SIDES) #36HOOPS �I 118 #6 VERT yy }} EVENLY SPACED CLASS C CONCRETE I ° : °.. ' t6' 18 "0� SINGLE SWING GATE DETAIL SCALE: 1 " =2' LIBERTY HIGH SCHOOL PUMP STATION DETIALS & NOTES d-.©`, S- 35760? C7.0 CHAIN LINK FABRIC GATE POST .T:i�/� Y�� FULCRUM LATCH W/ STRIKE STRAP '>< 6' -0" 2x GATE FRAME y (TYP 4 SIDES) 10' -0° < x, TENSION BAR (NP 4 SIDES) (° I ALL JOINTS —/ IIL DROP BAR #3 HOOPS WELDED TO MAKE ® 6" A SOLID FRAME T9' _ °I 8#6 VER IT EVENLY SPACED Ls ! L �6^ I CLASS C .I: 18 "0 mot' CONCRETE DOUBLE SWING GATE DETAIL I� �t SCALE: 1 " =2' EXAMPLE OF FIBERGLASS STEPPING PLATFORM NOT TO SCALE CITY OF 1 8W010.>'p✓NIITML "BYDATE �'�.�'.$. xasaoNrN_ w,s isea / +ss, DESIGNED ' ""` a'eLrru` .�". R E N TO N OCL AGWN: °NI E DATUM ` " "" Aim a *�u-EINC Planning /Building /Public Works Dept. If NOT ONE INCH NO. REVISION APPR "P^" " ""C0R 01NCL 10' -0" ALL JOINTS WELDED TO MAKE POST TOP -\.,a A SOLID FRAME GATE POST X X 5- 351601 CHAIN LINK FABRIC ULCRUM LATCH I/ STRIKE STRAP GATE FRAME (TYP 4 SIDES) TENSION BAR (TYP 4 SIDES) #36HOOPS �I 118 #6 VERT yy }} EVENLY SPACED CLASS C CONCRETE I ° : °.. ' t6' 18 "0� SINGLE SWING GATE DETAIL SCALE: 1 " =2' LIBERTY HIGH SCHOOL PUMP STATION DETIALS & NOTES d-.©`, S- 35760? C7.0