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HomeMy WebLinkAbout31st St. Thomas to McClellan Water & Sewers x a lop, Qi i i i 3 i I C, 18 "O r R TO% tD LIN 1 I 300' VG Initi -__ _ -_ _.______.._ _ _..-- -_ --._ __ _ -. .._______ _.__ ______,_.___._ --- _- ..._.__ ... _ r__ _ __ ___ _______ _.__. -------- -. lob UJI Z 1 k I 1 o f Ip OC ir I ! EXISTING GROUND 1 1 PROPOSED 1$i FG i s 1.00% Ej i — + " MAIN i 13 z CONSTRUCT !DROP IN i MANHOLE PER DETAIL I I ON SHEET 3 1 266 LF. $4 S i , 1 d FUTURE wool 88 IF REQUIRED 1TO SERVE - BLOCKS 3 i t 6 1 ,- Q- I i I N 11J si +1 to } i I , + wm : ,nz i I ROW r it CONSTRUCTION 60' ROW 30' 30' 5' 8' 20' TRAVELLED WAY SHOULDER SHOULDER 10' 10' 3" CStG 9 "t BALLAST I rI -r.l I2:1 l3:1 ye 29 MAX d!°- ---- 4% M t• 2:1 UTILIT TREN LoJAT5: BOULDER e I- SANITARY SEWER - 4 "4 FORCE -- \INSTALL LOCATOR TAPE E) MAN OR 8" GRAVITY LINE AS 12" ABOVE PIPE IN ALL SHOWN ON PLANS T HRENC SE 1811 WATER MAIN - EXISTING OR NEW 8 "4 AS SHOWN ON PLANS TYPICAL SEECT I CON 01 NOT TO SCALE I 4 ROW t CONSTRUCTION 60' ROW - I30' 30, 4' 20' TRAVELLED WAY 4' J, 5' SHO. SHO. to' lo' I 3" CSTC 9 "t BALLAST I i t lye 2$ Yd*_ 3 :1 s ? -" MAX 2:1 1—° II! I _... i! r_ ; r ,__._- I r 1 ____1 1 __- -_ I I 1= ---- -t t t - -(, r -.-, j, I r r } UTILITY TRENCH / o ' I _ r w i C AT SHOULDER L J F---- INSTALL LOCATOR TAPE ' .'_! i I -1 i ILI 1 12 ABOVE PIPE IN ALL ff F MAIN SANITARY ER - 4 "4 ORGE,"je TRENCHES 9 R 8 GRAVITY LINE ASIijIIiSHOWNONPLANS WATER MAN - i EXISTING OR NEW 8" 4 AS SHOWN 10400 11+00 12+00 13+00 14+00 15+00 16400 11+00 18+00 T` °f;' 1 CAL SEC 1 I ON NOT TO SCALE f- L Pa 40' HORIZONTAL Pz4' VERTICAL z 1 31eT. SEE KEY ON SHEET 2 NO TREES GREATER THAN 64 ARE TO BE REMOVED WITHIN THE 318T STREET RIGHT -OF -WAY t S FUTURE L I wi COB sz Ladd M r(ME IOM ©09 FOG°3np 9MOMG36G UMM M4 I O UT? WU a O [EQ V M OU 4STN STTRM t f-. PROJECT SITS 3lSTH 8T en I I a I 20TH ST. { r' CULVERT i11 o MANE ST. i Tai a 18+06.45 EXISTING SMHiIjIj ! STATE. 40 117 \, r 4114 LPSS L PROJECT LOCATION V EXISTING 64 WATER , I I I I EW C I Pa F WASyq O INDEX OF DRAWINGS t~n Zw; 1. 31St STF E—ET 26050 2. THOMAS STREET 4 POND FL AN F/ST R S ECG 3. MISC. DETAILS S ONAL EXPIRES 10 -2 -94 31ST STREET DEVELOPMENT AT MONOGRAM ADDITION REVISIONS: DATE . MARK NOTE 3 1ST STREET 2 -3 -94 - REV. PER CITY 5 -10 -94 - LIFT STA• LAYOUT 01ar i DAVE AND JOAN DEERING 1818 HASTINGS AVE Polaris Engineering & Surveying, Inc. PORT TOUNSEND, WA. 98368 ,109 93284 SHEET: 1 OR 201 S. Uncdn St. * Suite 201 * Port Angeles * Washington 98362 * (206) 452 -5393 (2067 319 -8613 DATE: 12 -29 -93 Ik"- 60' ROW 30' 30' ARIES 4' 20' TRAVELLED WAY 4' 5' 5' MIN SHO• SHO. 10' 10' 3" CSTC 9 "t BALLASTi 3.1 MAX 4?e. 2% 2% MAX r`. •r J.+ i •7r. :•t 7 i•`%'j?is. y .t . j•,-t ; .•t .,.w. •• 2:1 of Q UTILITY TRENCH / LojATSHOULDER T SANITARY SEWER - 24 FORCE 9 gMANOR8" GRAVITY LINE AS SHOWN ON PLANS 18 t WATER MAIN - EXISTING OR NEW 8" 0 AS SHOWN NOT TO SCALE I t STREET SECTION NOTES: f` f 1. STREET STRUCTURAL SECTIONS MAY BE ALTERED AT THE TIME Or- CONSTRUCTION WITH THE APPROVAL OF THE CITY OF PORT TOWNSEND BASED UPON FIELD TESTING OF SUBGRADE AND STANDARD PAVEMENTIj ' DESIGN PROCEDURES USING A TRAFFIC INDEX OF 5. 2. 6" OF TOPSOIL SHALL BE PLACED ON ALL CUT AND FILL SLOPES PRIOR E TO HYDROSEEDING• f 3. ALL TRENCH BACKFILL WITHIN THE TRAVELLED WAY AND AT THE SHOULDERS j } SHALL BE IN CONFORMANCE WITH SECTION -1-10.2 OF THE STANDARD SPECIFICATIONS. 4. ALL TREES WITHIN A 30' TRIANGLE AT EACH CORNER OF INTERSECTION SHALL t BE REMOVED. OTHER TREES EXTENDING INTO THE RIGHT OF WAY tHAT POSE A PROBLEM TO VEHICULAR TRAFFIC SHALL BE TRIMMED OR REMOVED AS 29+00 L 30+00 31+00 DIRECTED BY THE DIRECTOR OF PUBLIC WORKS. 5- HYDROSEED MIXTURE SHALL CONSTST OF THE FOLLOWING (PER 1000 SF): j Q 10 10 -20 -20 FERA ZER S SEED MIX 50+ WOOD CELLULOSE FIBER MULCHlup6. OWNER'S MAINTENANCE: FIR TREE CAP LINE b _-TO REMA Ne. R FUTURE C14 --------d EXTENSION BLOCK BOUNDARIES LOT LINES BUILDING SITE NO. i9 ORIGINAL LOT NUMBER PER MONOGRAM ADDITION 14 "0 FI1 2 TREE ro REpIAM A-I 11 EDGE OF GRAVELED SHOULDER r 2 FLOWLINE OF DITCHW INDICATED GALVANIZED OF FLOW DICATEDIr GALVANIZED CMP CULVERT (124 )< 16 GA WITH 23/4 X 112 CORRUGATIONS UNLESS NOTED OTHERWISE) Lu tu d) - - -- EXISTING WATER MAIN PROPOSED 8" 4 PVC WATER MAIN FIRE HYDRANT A - r • yam GATE VALVE 0 DOUBLE WATER SERVICE r EXISTING SANITARY SEWER y — PROPOSED 84 SANITARY SEWER 44, SS LATERAL1" =40' HORIZONTAL I" n 4' VERTICAL TH01**41AS 1 TOP OF CUT NORMAi1 WATER AURFACE 1 _ t LINED WITH 6 "t A , _ QUARRY SPALLS ir EARTH FfLt flA M r- _---- --- TOP- '-- 31 Q0 -.... ` w \ TWO TOTALGHECIGS A E IROSEC ANS S 1 R f=>ONZ::) f=LAN- III s 20' PRESETELMENT MAIN POND \ Bd3tid — TO BE CONSTRUCTED IATERIAL. MATERIAL ROVED BY DESIGN R TO CONSTRUCTION: ER SHALL INSPECT BERM, OVERFLOW OUTLET CONTROL NSTRUCTION MLA o IEFU E Hu D06 0 o e e o F@1q aaora ro ao 4odo L@@aug@m ELEV i SIB 0 1 "0 ORIFICE 24" RCP CONTROL STRUCTURE SIMILAR TO DOT STANDARDSTANDPIPENOTTOBEGLUEDTOPLAN5-21F) ELL ON OUTLET PIPE SO THAT STANDPIPE CAN 15E REMOVED TO DRAIN POND WHEN REQ'D 6 "0 PVC STAND PIPE 6 "0 PIPE IN 6 "4 OUTLET TO QC E WASR' ti0oyiFROMPOND\ DITCH BELOW POND y 82.0 BOTTOM N F Z O 26050 SSFc/ sTER No ONAL E EXPIRES 10 -2 -94 31ST STREET DEVELOPMENT AT MONOGRAM ADDITION REVISIONS: DATE MARK I NOTE THOMAS AS ST I$ POND --'l••.AN 2 -3 -94 - REV. PER CITY Qan DAVE AND JOAN DEERING 1818 HASTINGS AVE Polaris Engineering & Surveying, Inc. PORT TOt1NSEND, WA. 98368 JOB #93264 SHEET. OR 201 S. Lincoln St. Suite 201 * Port Angeles* Washington 98362 * (206) 452 -5393 (206) 319 -8613 DATE: 12 -29 -93 2 J t i Ik"- 60' ROW 30' 30' ARIES 4' 20' TRAVELLED WAY 4' 5' 5' MIN SHO• SHO. 10' 10' 3" CSTC 9 "t BALLASTi 3.1 MAX 4?e. 2% 2% MAX r`. •r J.+ i •7r. :•t 7 i•`%'j?is. y .t . j•,-t ; .•t .,.w. •• 2:1 of Q UTILITY TRENCH / LojATSHOULDER T SANITARY SEWER - 24 FORCE 9 gMANOR8" GRAVITY LINE AS SHOWN ON PLANS 18 t WATER MAIN - EXISTING OR NEW 8" 0 AS SHOWN NOT TO SCALE I t STREET SECTION NOTES: f` f 1. STREET STRUCTURAL SECTIONS MAY BE ALTERED AT THE TIME Or- CONSTRUCTION WITH THE APPROVAL OF THE CITY OF PORT TOWNSEND BASED UPON FIELD TESTING OF SUBGRADE AND STANDARD PAVEMENTIj ' DESIGN PROCEDURES USING A TRAFFIC INDEX OF 5. 2. 6" OF TOPSOIL SHALL BE PLACED ON ALL CUT AND FILL SLOPES PRIOR E TO HYDROSEEDING• f 3. ALL TRENCH BACKFILL WITHIN THE TRAVELLED WAY AND AT THE SHOULDERS j } SHALL BE IN CONFORMANCE WITH SECTION -1-10.2 OF THE STANDARD SPECIFICATIONS. 4. ALL TREES WITHIN A 30' TRIANGLE AT EACH CORNER OF INTERSECTION SHALL t BE REMOVED. OTHER TREES EXTENDING INTO THE RIGHT OF WAY tHAT POSE A PROBLEM TO VEHICULAR TRAFFIC SHALL BE TRIMMED OR REMOVED AS 29+00 L 30+00 31+00 DIRECTED BY THE DIRECTOR OF PUBLIC WORKS. 5- HYDROSEED MIXTURE SHALL CONSTST OF THE FOLLOWING (PER 1000 SF): j Q 10 10 -20 -20 FERA ZER S SEED MIX 50+ WOOD CELLULOSE FIBER MULCHlup6. OWNER'S MAINTENANCE: FIR TREE CAP LINE b _-TO REMA Ne. R FUTURE C14 --------d EXTENSION BLOCK BOUNDARIES LOT LINES BUILDING SITE NO. i9 ORIGINAL LOT NUMBER PER MONOGRAM ADDITION 14 "0 FI1 2 TREE ro REpIAM A-I 11 EDGE OF GRAVELED SHOULDER r 2 FLOWLINE OF DITCHW INDICATED GALVANIZED OF FLOW DICATEDIr GALVANIZED CMP CULVERT (124 )< 16 GA WITH 23/4 X 112 CORRUGATIONS UNLESS NOTED OTHERWISE) Lu tu d) - - -- EXISTING WATER MAIN PROPOSED 8" 4 PVC WATER MAIN FIRE HYDRANT A - r • yam GATE VALVE 0 DOUBLE WATER SERVICE r EXISTING SANITARY SEWER y — PROPOSED 84 SANITARY SEWER 44, SS LATERAL1" =40' HORIZONTAL I" n 4' VERTICAL TH01**41AS 1 TOP OF CUT NORMAi1 WATER AURFACE 1 _ t LINED WITH 6 "t A , _ QUARRY SPALLS ir EARTH FfLt flA M r- _---- --- TOP- '-- 31 Q0 -.... ` w \ TWO TOTALGHECIGS A E IROSEC ANS S 1 R f=>ONZ::) f=LAN- III s 20' PRESETELMENT MAIN POND \ Bd3tid — TO BE CONSTRUCTED IATERIAL. MATERIAL ROVED BY DESIGN R TO CONSTRUCTION: ER SHALL INSPECT BERM, OVERFLOW OUTLET CONTROL NSTRUCTION MLA o IEFU E Hu D06 0 o e e o F@1q aaora ro ao 4odo L@@aug@m ELEV i SIB 0 1 "0 ORIFICE 24" RCP CONTROL STRUCTURE SIMILAR TO DOT STANDARDSTANDPIPENOTTOBEGLUEDTOPLAN5-21F) ELL ON OUTLET PIPE SO THAT STANDPIPE CAN 15E REMOVED TO DRAIN POND WHEN REQ'D 6 "0 PVC STAND PIPE 6 "0 PIPE IN 6 "4 OUTLET TO QC E WASR' ti0oyiFROMPOND\ DITCH BELOW POND y 82.0 BOTTOM N F Z O 26050 SSFc/ sTER No ONAL E EXPIRES 10 -2 -94 31ST STREET DEVELOPMENT AT MONOGRAM ADDITION REVISIONS: DATE MARK I NOTE THOMASAS ST I$ POND --'l••.AN 2 -3 -94 - REV. PER CITY Qan DAVE AND JOAN DEERING 1818 HASTINGS AVE Polaris Engineering & Surveying, Inc. PORT TOt1NSEND, WA. 98368 JOB #93264 SHEET. OR 201 S. Lincoln St. Suite 201 * Port Angeles* Washington 98362 * (206) 452 -5393 (206) 319 -8613 DATE: 12 -29 -93 2 i z j, i i Q 108- w U On OwZ W i 1 104 I i I 0.0090 I f E O z j NI I I I j i Y Z I i i Ik"- 60' ROW 30' 30' ARIES 4' 20' TRAVELLED WAY 4' 5' 5' MIN SHO• SHO. 10' 10' 3" CSTC 9 "t BALLASTi 3.1 MAX 4?e. 2% 2% MAX r`. •r J.+ i •7r. :•t 7 i•`%'j?is. y .t . j•,-t ; .•t .,.w. •• 2:1 of Q UTILITY TRENCH / LojATSHOULDER T SANITARY SEWER - 24 FORCE 9 gMANOR8" GRAVITY LINE AS SHOWN ON PLANS 18 t WATER MAIN - EXISTING OR NEW 8" 0 AS SHOWN NOT TO SCALE I t STREET SECTION NOTES: f` f 1. STREET STRUCTURAL SECTIONS MAY BE ALTERED AT THE TIME Or- CONSTRUCTION WITH THE APPROVAL OF THE CITY OF PORT TOWNSEND BASED UPON FIELD TESTING OF SUBGRADE AND STANDARD PAVEMENTIj ' DESIGN PROCEDURES USING A TRAFFIC INDEX OF 5. 2. 6" OF TOPSOIL SHALL BE PLACED ON ALL CUT AND FILL SLOPES PRIOR E TO HYDROSEEDING• f 3. ALL TRENCH BACKFILL WITHIN THE TRAVELLED WAY AND AT THE SHOULDERS j } SHALL BE IN CONFORMANCE WITH SECTION -1-10.2 OF THE STANDARD SPECIFICATIONS. 4. ALL TREES WITHIN A 30' TRIANGLE AT EACH CORNER OF INTERSECTION SHALL t BE REMOVED. OTHER TREES EXTENDING INTO THE RIGHT OF WAY tHAT POSE A PROBLEM TO VEHICULAR TRAFFIC SHALL BE TRIMMED OR REMOVED AS 29+00 L 30+00 31+00 DIRECTED BY THE DIRECTOR OF PUBLIC WORKS. 5- HYDROSEED MIXTURE SHALL CONSTST OF THE FOLLOWING (PER 1000 SF): j Q 10 10 -20 -20 FERA ZER S SEED MIX 50+ WOOD CELLULOSE FIBER MULCHlup6. OWNER'S MAINTENANCE: FIR TREE CAP LINE b _-TO REMANe. R FUTURE C14 --------d EXTENSION BLOCK BOUNDARIES LOT LINES BUILDING SITE NO. i9 ORIGINAL LOT NUMBER PER MONOGRAM ADDITION 14 "0 FI1 2 TREE ro REpIAM A-I 11 EDGE OF GRAVELED SHOULDER r 2 FLOWLINE OF DITCHW INDICATED GALVANIZED OF FLOW DICATEDIr GALVANIZED CMP CULVERT (124 )< 16 GA WITH 23/4 X 112 CORRUGATIONS UNLESS NOTED OTHERWISE) Lu tu d) - - -- EXISTING WATER MAIN PROPOSED 8" 4 PVC WATER MAIN FIRE HYDRANT A - r • yam GATE VALVE 0 DOUBLE WATER SERVICE r EXISTING SANITARY SEWER y — PROPOSED 84 SANITARY SEWER 44, SS LATERAL1" =40' HORIZONTAL I" n 4' VERTICAL TH01**41AS 1 TOP OF CUT NORMAi1 WATER AURFACE 1 _ t LINED WITH 6 "t A , _ QUARRY SPALLS ir EARTH FfLt flA M r- _---- --- TOP- '-- 31 Q0 -.... ` w \ TWO TOTALGHECIGS A E IROSEC ANS S 1 R f=>ONZ::) f=LAN- III s 20' PRESETELMENT MAIN POND \ Bd3tid — TO BE CONSTRUCTED IATERIAL. MATERIAL ROVED BY DESIGN R TO CONSTRUCTION: ER SHALL INSPECT BERM, OVERFLOW OUTLET CONTROL NSTRUCTION MLA o IEFU E Hu D06 0 o e e o F@1q aaora ro ao 4odo L@@aug@m ELEV i SIB 0 1 "0 ORIFICE 24" RCP CONTROL STRUCTURE SIMILAR TO DOT STANDARDSTANDPIPENOTTOBEGLUEDTOPLAN5-21F) ELL ON OUTLET PIPE SO THAT STANDPIPE CAN 15E REMOVED TO DRAIN POND WHEN REQ'D 6 "0 PVC STAND PIPE 6 "0 PIPE IN 6 "4 OUTLET TO QC E WASR' ti0oyiFROMPOND\ DITCH BELOW POND y 82.0 BOTTOM N F Z O 26050 SSFc/ sTERNo ONAL E EXPIRES 10 -2 -94 31ST STREET DEVELOPMENT AT MONOGRAM ADDITION REVISIONS: DATE MARK I NOTE THOMASAS ST I$ POND --'l••.AN 2 -3 -94 - REV. PER CITY Qan DAVE AND JOAN DEERING 1818 HASTINGS AVE Polaris Engineering & Surveying, Inc. PORT TOt1NSEND, WA. 98368 JOB #93264 SHEET. OR 201 S. Lincoln St. Suite 201 * Port Angeles* Washington 98362 * (206) 452 -5393 (206) 319 -8613 DATE: 12 -29 -93 2 STRAW BALES TRIM BALES AS SHOWN 3 EACH) /1O ASSURE TIGHT FIT THIS PONT TO BE MIN. 4" HIGHER / THIS POINT TO BE MIN. 4" HIGHERTHANTOPOFCENTERBALE \ THAN TOP OF CENTER BALE 1 11i= —' _ r si It --rTl I E7 ELEVATION STAKE EACH BALE WITH 2 SET BALES 6" 2 "X2 "X30" WOOD STAKES MIN. INTO NATIVE GROUND / STRAW BALE l COMPACT NATIVE SOIL FOR A MINIMUM OF 10' UPSLOPE OF BALE TO PREVENT PIPING SECTION OF RUNOFF UNDER BALES STi AUJ ALE DETAILS NO SCALE O N M H INSTALL 2 "X2 "X60" WOOD FILTER FENCING FABRICSTAKESAT6' OZ. MAX. (PERMA -TEX SILT FENCE OR EQJI Yxx BURRY BOTTOM OF FILTER FABRIC r , _.,;;.' •y,• IN all WIDE X 12" DEEP GRAVEL TRENCHtfhAi • .3.!r.L'• i .r "+.r Ii • •w! • + k'f,•• war . i r.;.._••. .:; .tt •y-'. j e _ 11 ;+:1r.\.'' -:.1 , :7..r a,',,•,j t:.` _ T r: n.• ,t E: 1:.;,.. r f•.:?4Tt` il- ==1{` 70RIGINAL GROUND ELEVATION 9 2"X2" WOOD STAKE FILTER FABRIC v n 11-- V I CLEAN WASHED GRAVEL FILL WRAP FILTER FABRIC ALONG BOTTOM AND BACK SIDE OF TRENCH AS SHOWN 8" SECTION SILTATION FENCING NO SCALE DRAINAGE AND EROSION CONTROL NOTES: I. ALL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF PORT TOWNSEND AND THE WASHINGTON STATE D.O.T. STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. CONTRACTOR SHALL OBTAIN ALL PERMITS FOR CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL NOTIFY UTILITY LOCATOR SERVICE AND ARRANGE FOR FIELD LOCATION AND MARKING OF ALL UNDERGROUND UTILITIES IN AFFECTED AREA PRIOR TO CONSTRUCTION 4. ALL STORM DRAIN PIPING DESIGNATED AS PVC SHALL BE SDR35 PIPE CONFORMING WITH ASTM SPECIFICATION D3034. D. STORMWATER POND SHALL BE CONSTRUCTED PRIOR TO ANY OTHER WORK ON THIS PROJECT. ALL SUBSEQUENT WORK SHALL BE CONSTRUCTED To DRAIN TO THE POND WHERE SEDIMENTS CAN SETTLE PRIOR! TO DISCHARGE. 6. UPON COMPLETION OF ALL GRADING, ALL DISTURBED AREAS SHALL BE HYDROSEEDED AND POND BOTTOM SHALL BE ADJUSTED TO FINAL GRADES. CAST IRON Z BRING AND COVER Q HAND-,,- HOLD RINGS BURIED LOCATOR TAPE X Q PRECAST FOR LOCATION OF ECCENTRIC FINAL GRADE:, SIDE SEWER STUB i- ILIE = MAINTAIN MINIMUM SLOPE OF 2% cl6 ? Z N ON SIDE SEWER EXISTING MANHOLE 1— NEAT 3 "Ot HOLE IN STE PVC SADDLE OF - Ul SIDE OF MANHOLE p I PRECAST SIZE REQ'D TO MATCH PVC BEND C RISER EXISTING SIDE SEWS TUB INTO T 90' ELL \ N SECTIONS PROPERTY W SOLVENT WELD TO QC CHANNEL AND SHELF PVC MANLADDE? TO CROWN OF PIPE- J, 1/2" IN 12 IELD CONSTRUCT -- NEAT CUT 4 "t HOLE SECURE VERTICAL 2" PVC FROM _ ^' PRECAST BASE WITH ~ Z LATH AT END OF INTEGRAL RISER IN SEWER MAIN TO OF SIDE SEWER STUB PIPE TO SIDE OF SEPTIC TANK FILLET (OPTIONAL) ALIGN W/ SADDLE OCR FOR LOCATION MANHOLE WITH i" X ' •4 A 16" O.C. E.W ~ 20 GA. GALVANIZED = ..... _.. Qep ZI OR STRAP ATTACHED FOR PRECAST STEEL SEWER 2 ? W W/ 2 -2 SHOT PINS MORTAR COLLAR 44 a 10" O.C. EACH WAY z LIZFORSITEBUILTBASE6MINIMUMCOMPACTEDd)_ 3/8 BEND GRAVEL BACKFILL FOR NO SCALE PRECAST BASE ONLY L SEE WA. D.O.T. STANDARD PLAN 5-23e FOR 48" MANHOLE FOR DETAILS AND NOTES NOT SHOWN 2. SEE WA. D.O.T. STANDARD PLAN 8 -24 "MISCELLANEOUS MANHOLE DETAILS" FOR GRADE RINGS, HANDHOLDS, STEPS, LADDERS AND TOP SLAB. 3. SEE WA, D.O.T. STANDARD PLAN 8 -25, TYPE I FOR CAST IRON RING AND COVER- SEWER MAN HOLD NO SCALE FORCE MAIN Diw%,O' No SCALE TOP OF TRENCH BACKFILL TO BE LEVEL WITH ADJACENT G MOUND 2" TO ALLOW ASPHALT FOR SETTLEMEN LOCATOR TAPE 7ux NATIVE BACKFILL `!' ! f% E CL. B BANKRUN GRAVEly4 "0 NST NOZZLE W/ W% MfN GRAVEL ` O 95 G MIN COMPACTION In4STORTZADAPTOR } BEDDI `\ ? PVC PIPE PVC PIPE O.D. VARIES) ` (OD. VARIES) FIRE HYDRANT EQUAL TO WATEROUS SAND SAND x PACER MODEL 6TW5, MJ. CONNECTION BEDDING BEDDING ii r - -- 1 {, I I- ! I 1 I -iii! MIN MIN VALVE BOX USE MEGA -LUGS FOR NON- TRAFFIC AREA TRAFFIC AREA FIRE HYDRANT HOLDING 6" DUCTILE IRONSPOOLSSPOOLW! WELDED TEE WITH 6" FLANGE ON 16" X 8" X 4" MIN. RETAINING RINGS BRANCH INSTALL 10 GAUGE, STRANDED, CONCRETE BL Ti NCH DETAILS COPPER LOCATE WIRE IN WATER NO SCALE TRENCH j 6" GATE VALVE MAIN LINE 1 CU. FT. OF 1" WASHED GRAVEL BACKFILL FOR DRAM FIB HYDRANT ASSEM5L`r NO SCALE 5' CARSON 01415 $ 15 3/4 "0 SOFT METER BOX WITH INSPECTION LID COPPER TUBING (TYP. FOR 2) Z i "0 SOFT COPPER J SERVICE PIPE TO BE 1 "0 TUBING MANIFOLD TYPE K (SOFT) COPPER a JONES CORPORATION STOP W IN X I" MANIFOLD TEE 3/4" X 12" BRASS NIPPLE > I"# COPPER PIPE 3/4 "0 GATE VALVE IPT 3/4 "0 CORP. STOP INLET IRON (BY CUSTOMER) PIPE THREAD OUTLET 5/8" X 3/4" METER l ROCKWELL SR If ) MEASURING N F F-1ORFLAREDCONNECTEQUALCUBICFEET (TO BE SUPPLIED BY CITY) TO JAMES JONES SERVICE SADDLE 3/4 "0 I.P.S. ELeW C-PATAPSIZEASREQUIRED, RED CING SO* BEND, I" X 3/4" Q pF WASy/I/ EQUAL TO SINGLE STRAP (TYP. FOR 2) STAINLESS STEEL ROMAC STYLE 1015 O In Z METER INSTALLATION DETAIL DUAL METER INSTALLATION PLAN VIEW 26050 SSFc /STER WATER LATEAL oNALR NO SCALE "rCUV EXPIRES 10 -2 -94 1-00-424-5555 FOfi U OEfiGfiUUNO UTILITY L LOCATION =S10RVICE J