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Home My WebLink AboutS-354001W M z w 0 a_ a LEGEND �yTREE Apo `Tot•: DECIDUOUS TREE.. SSMH 12" DOGWOOD T2: 11 " FRUIT T3: 15" APPLE (TBR) T4: 6" FRUIT (TOR) T5: 16" CHERRY T6: 6" HOLLEY T7: 7" FRUIT EX S STRUCTURE TABLE #1: S SSMH RIM = = 90.06 8" R RCP N. -S.= 72.04, #2: S SSMH RIM = = 90.89 8" R RCP N. -S.= 74.92 #3: C CB RIM = = 88.20 T rJ I S.- 87.00 NEW HOME ON LOT 2 SHALL BE SPRIN Ain FOR FORS F981 66 ?AQA BV fd146 . PBRMrr IS R iRILLIfift fAll/ O�Sl6A t IeSSTwuA�orl of ( aO �e�p�a Ra* S poil4 ui� 661ST". WtW Q6 I CtbA��aoD M'ob0an§ 06q�Gl; Cd�a� N MMIN 1" WM FOR LOT 2 1 (SUB,ECT TO SIZING W/ ^ ^ ro o CLIMBING PERMIT) m W ro v o 0 ro WF� WATER &SEWER NOTES / Utz 26.4 I T PA CEL Y =17 50.6 P 1. WATER METERS TO BE INSTALLED BY I m #334040 -1185 20' TILITY ABEMENT t °� LOT '57 qtt CREWS UNDER SEPARATE PERMITS 1 11 (( 2. LOT 2 SHALL BE REQUIRED TO PROMDE 1 ' I I T? A GRINDER PUMP THAT PUMPS SEWAGE I TO PROPOSED 6' SS STUB. - _ T \ o k, A �N TAX PARCEL #334040 -0995 )i� A -2 APPROXIMATE LOCATION WE LDAND OF CATEGORY 2 WETLAND BUFFER o \ BOUNDARY _ _ - _ _ _ - - - A -1 1 1 1 t TAX PARCEL #334040 -1010 i LOT 2 / Try � ® i 1 TT ( L(IT 56 LOCATED IN THE N.W. 114 OF THE S.E. 114, OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 E, W.M. LTNWHOLM .4 VE. 8" AD.S. I¢, I.E. =89.86 11 0 I 8" A.D.S. S2 I.E. =90.04 b: 1 30' I y 9 1 1J1 I �• , 8 REL( I Y= 1 1 1 n A. 1 LOT 7 r, S• CONCR£(E ,� II REL WALL ,�'. I P' 1• a n _ 3D.z3'I \j ti89'47712'W 205.86' 4' WIDE Htuuc� ,T-1 In \ WOOD RETAINING r' t1 =72981 BURR FROM WALL E. FACE OF SLOPE t4.0' S. OF \ t HOUEAAVES 1 PROPERTY LINE s t \ % 1 \mom \ \ c, p LOT 55 �" \ ° TAX PARCEL `pv n 1334040 -1170 BLOCK 7 S ADDITION s C.D• GIARDEN, EARLINGTO DIVISION 1 74) (VOL. 17, PG. WATER & SEWER PLAN 1"-301 Water Utility Notes and Specifications 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 2. All work material shall be in conformance with the standards and specifications of the City. of Renton Pla ming/Building /PuMb Works Department and the 1996 edition of the WSDOT /APWA Standards and Specifications, as approved and modified by the City of Renton In the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 3. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved In writing by the Public Works Department at (425) 430 -7301. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work In the right of way. 4. All locations of existing utilities shown are approximate and it shall be the contractas responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locates call 48 -hour locators 800- 424 -5555. 5. An approved Traffic Control Plan is required to be submitted at the Pre - Construction meeting. 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mats loping and seat coating shop conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical 'pint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI /AWWA C105/A21.5 -93 Standards. 7. Cast iron and ductile Iran fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI /AWWA C110/A21.10 -87. Cement lining shot be in accordance with ANSI/AWWA C104/421/4 -90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fdtings swill In accordance with either ANSI /AWWA CI10- A21.10 -87 or ANSI /AWWA C153/A21.53 -94. Three (3) Inch to 12 Inch diameter fittings, which have mechanical joints and/or flanged 'pints, shalt be in accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and ANSI /AWWA C153/A21.53 -94 such that the portion of the fitting with a mechanical jamt(s) may be with ANSI/AWWA C153/A21.53 -94 and that portion of the fitting with flanged joints) shall be in accordance with AWWA C110/A21.10 -87. Aaeptanoe testing In accordance with section 53,53 of ANSI/AWWA section 10-4.3 of ANSI /AWWA C110/A21.10 -87 shall be obtained by the contractor and transmitted to the owner. B. Gate vales shall be iron body, bronzed - mounted, double disc with bronze wedging device and O -ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow Ust 14, Mudler Company Nit. A2380 or M & H. 9. Fire hydrants shall be Carey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C- 502 -85 with a 6 inch mechanical 'pmt inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2 -1/2 inch hose nozzles with National Standard Threads 7 -1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1 -1/4 Inch pentagon operating nut opened by turning counter clockwise (left), tit, The two 2 -1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the some design and proportions as the hydrant stem out Caps shot be fitted with suitable neoprene gaskets for positive water tightness under test pressures, 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 Inch Storz. Storz adapter shell be forged and /or extruded 6061 -TB aluminum alloy, hordcaat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart Stoz face to be metal, no gasket to weather. Storz cap to hove synthetic molded rubber gasket, end shell be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 2. Fine hydrants shall be painted with two coats of paint. Preservative paint number 43 -655 safety yellow or approved equal. 3. Pumper connection to face roadway assembly. 4. Fire hydrants shall be installed per City of Renton Standard Detail for &a hydrants, latest revision. 7 -Cramer Northwest Inc. § ENGINEERS, SURVEYORS & PLANNERS w 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) E -MAIL: cni®cromernw.com fL1t1" v 1 1 1 1 1 OF N'LY SSMH 1 U WI: nI \� II ATE EX 3/4" WM 8" OI (REMOVE EX SERVICE LINE) I "X8" TEE ( Weil -IA ?) 3V CONIC BLKG 08476. 5 SITE BENCHMARK �0D NAIL SET IN W. FACE OF UTILI7Y POLE EL. =94.62 U.S. FEET y" PVC SS STUB 0 2 IMF' R4 oIE -73D.08 01 ' 3/5 f= 173041.2 �" P C EX 8 D WATER 1 I , 1 1 1 1 1 1 1 t WATER MAI IF ADDITIONAL AD ENT IS REQUIRED, INS L 2 -2" CLOSE NIPPLE AN -2" 90' BEND, SCREWED AT THI DINT. FIELD LOCATE 2" CLOSE NIPPLE CONCRETE METER BOX 2" CLOSE NIPPLE ^+' ^` 2" 90' ELBOW 2" 90' ELBOW 2" GA ANIZED PIPE AS REQUIRED CONCRETE BLOCKING PLAN NOTE: VALVE NUT EXTENSION AS REQUIRED METERS WILL REQUIRE PRV'S TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE 8090) EQUAL TO OLYMPIC FOUNDRY CO. ///�� GROUND LINE //�� CONCRETE SIDEWALK (196 PSI AT SERVICE LOCATION) STANDARD 8" TOP SECTION, WITH 6" MAX. REGULAR BASE SECTION LENGTH I r TO FIT. a�wxewaremwtw Imwtr -�a r a-"� m o LE =88.95 S. 1,9Tf1 ST. �ACTUAL LOCATION OF FIRE HYDRANT IS 86.90 E. BY 148.25' S. OF S.E. PROPERTY CORNER 15. All watemaMs 10 inches and smaller to maintain a minimum cover of 36 inches below Irish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watennains are to be lowered to clear. 16. All watermafns 6 Inches and larger In diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "POy pigs" shall be Girard Industries Aqua Swab -AS or approved " equal, 2 b /cu. ft. density. foam with90A durometer urethane rubber coating on the rear of PIG" only. 17. OPIV shall be cyieider shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18. NI watermahs and services sholl be pressure tested to a minimum of 200 psi or 150 pri over operating pressure, in accordance with the specifications of the qty of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shot not exceed the number of gallons per hour as listed In City of Renton Standard Plans & Specifications i- 11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. AN watermains and services shall be disinfected by the injection of a 50 pion (minimum concentration) chlor le /water solution. Dry Calcium Hypochlorite shall NOT be placed In the pipe as laid. Chlorine shall be metered /injected in accordance with Section 7- ll.3(12)E or 7- 11 :1(12)F of the Standard Specifications referenced above. 20. A pre- construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling. 21. Twenty -four (24) hours notice will be required prior to starting new construction. 22 It shall be the contractors responsibility to secure all necessary permits prior to starting construction. 23. Instalalron of corporate stops, water services, lines and meters shall not be done until ell service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 24. All connection to existing mains is to be accomplished by the City of Renton, except we :: taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City nol fications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractors responsibility to notify Development Services twenty four (24) hours in advance of Waiting of construction. The contractor, as well as the engineers, shall keep as -built drovings. 26. Contractor to provide, plugs and temporary blow -off assemblies for testing and purity ao.;eptance prior to final tie -in. 27. All joint restraint systems :(s addle rods, nuts, baits, eta) shall be as manufactured by "he Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) Inches. Oil mat streets may be spade cut, All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to on existing expansion 'pint. 29. A temporary cold mix asphalt patch doll be placed on the day of initial excawtion with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrode inspection prior to placement of final patch. ' 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical proiss lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. - 'I•. % % ° +•`" " :, 2 -1/2° NST (HOSE) 2" GATE VALVE, SCREWED 2" GALVANIZED BLOW -OFF HYDRANT EQUAL TO PIPE 12' LONG #78 KUPFERLE FOUNDRY CO. 2" CLOSE NIPPLE 2"xZ &' TEE BETWEEN AND 2" 90AELBOWPLUG TEE NDE90' ELBOW.WTEEN INSTALL 4 MIL POLYETHYLENE 2" 90' ELBOW ®� �� Vol, PLASTIC COVER OVER WASH ED GRAVEL. CUT HOLE FOR PIPE 2" GALVANIZED PtP oti.oy oa'.eoo 18" LONG SO d. 0� o 18" MAX. o• 0'0.�'p :i• :o oto,doo?•0 ?0 o '�o''�o'� PERMANENT 2" BLOW -OFF ASSEMBLY 2" CAP WITH 1/8" (FOR 8" MAINS AND SMALLER) 10 CU. FT. WASHED GRAVEL PASSING TAP FOR DRAIN O� O ADOPTED 1 -1/2" AND RETAINED ON 1/4" MESH CITY OF RENTON FOR DRAIN ELEVATION °O° STANDARD PLANS �lc N1D2 LST DATE: 12/96 h AT VSIONawu^,nr. acv cam DWG. NAME: BR25A SP PAGE: 8105 DATE REVISION BY APPR' 2" BLOWOFF NITS 4 mo 2 REVISIONS PER CDR 12 08 09 LSK 12/10/091 � - - oawx L i 1 " =30' N0flQ0N°b 11p °° °°' SK DRAWN: SK arc orex a „�� DATUM LSK 'w "N' [ ff w xat axe nxax NO, REVISION BY DATE APPR AeP �.,eACw.oaamc. Sanitary Sewer Notes and Specifications 1. All work materials shall be In conformance with the standards and specification of the qty of Renton Utility Deportment and the latest edition of the WSDOT /APWA Standards and Spedfications. 2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 3. All locations of existing utilities shown are approximate and it shot be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance, 4. Contractor is sdely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site, 5. it shell be the repairability of the contractor to obtain street use and any other related permits price to any construction. 6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 7. A copy of these approved plans must be on the job site whenever construction is In progress. 8 The contractor shall provide the City of Renton with an ac -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9. Backfill shall be placed equally on both odes of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fit over pge shot be the some as assented. 10. Open cut road crossings for utility trenches on existing traveled roadway shall be badxeled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neotlbe cut with saw in a continuous line. A temporary mx patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per qty of Renton current standards. 11. Datum shall be qty of Renton, 1988 NAW. 12. All disturbed areas shot be seeded and mulched or otherwise stylized to the satisfaction of the Department for the prevention of on -site erosion after the completion Of Instruction. 13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation materiel, as well as placement and compaction of required bedding matedo, to unfform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 14. Sanitary sewer pipe shag be polyvinyl chloride (PVC) rubber gasoted ASTM D 3034, SDR 35, or ductile iron class 50. 15 In unimproved areas, manhole to extend minimum 6 Inches and maximum 12 inches above finished grade, in paved area, cover must slope in all directions to match paving. 5- 354001 UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON HORIZONTAL AND Vt ICAL LOCAATION PRIOR TOOUCONSTTRRUCTTIION HIS S SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOUNG ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SURITONF CLICS HLCRE SUBVET UTILITIES VARIATION. IONTSOUD OCU GUARANTEED CONTRACTOR SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS RECOMMENDED FOR APPROVAL BY: DATE: /-;L-/7,d!9 BY: ('!'A/ DATE: 77 BY: AftOtee we DATE: jULSY61 BY: DATE: 44 CITY OF QUI FENG LI SHORT PLAT DAM 5/26/09 t MR FOR RAYMOND NG h�k REN TON PAM DMMG xo: Planning /Building /Public Works Dept. WATER & SEWER PLAN 4 NOTES, BLOWOFF DETAIL Vic. 4 a 6 LTNWHOLM .4 VE. 8" AD.S. I¢, I.E. =89.86 11 0 I 8" A.D.S. S2 I.E. =90.04 b: 1 30' I y 9 1 1J1 I �• , 8 REL( I Y= 1 1 1 n A. 1 LOT 7 r, S• CONCR£(E ,� II REL WALL ,�'. I P' 1• a n _ 3D.z3'I \j ti89'47712'W 205.86' 4' WIDE Htuuc� ,T-1 In \ WOOD RETAINING r' t1 =72981 BURR FROM WALL E. FACE OF SLOPE t4.0' S. OF \ t HOUEAAVES 1 PROPERTY LINE s t \ % 1 \mom \ \ c, p LOT 55 �" \ ° TAX PARCEL `pv n 1334040 -1170 BLOCK 7 S ADDITION s C.D• GIARDEN, EARLINGTO DIVISION 1 74) (VOL. 17, PG. WATER & SEWER PLAN 1"-301 Water Utility Notes and Specifications 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 2. All work material shall be in conformance with the standards and specifications of the City. of Renton Pla ming/Building /PuMb Works Department and the 1996 edition of the WSDOT /APWA Standards and Specifications, as approved and modified by the City of Renton In the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 3. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved In writing by the Public Works Department at (425) 430 -7301. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work In the right of way. 4. All locations of existing utilities shown are approximate and it shall be the contractas responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locates call 48 -hour locators 800- 424 -5555. 5. An approved Traffic Control Plan is required to be submitted at the Pre - Construction meeting. 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mats loping and seat coating shop conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical 'pint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI /AWWA C105/A21.5 -93 Standards. 7. Cast iron and ductile Iran fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI /AWWA C110/A21.10 -87. Cement lining shot be in accordance with ANSI/AWWA C104/421/4 -90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fdtings swill In accordance with either ANSI /AWWA CI10- A21.10 -87 or ANSI /AWWA C153/A21.53 -94. Three (3) Inch to 12 Inch diameter fittings, which have mechanical joints and/or flanged 'pints, shalt be in accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and ANSI /AWWA C153/A21.53 -94 such that the portion of the fitting with a mechanical jamt(s) may be with ANSI/AWWA C153/A21.53 -94 and that portion of the fitting with flanged joints) shall be in accordance with AWWA C110/A21.10 -87. Aaeptanoe testing In accordance with section 53,53 of ANSI/AWWA section 10-4.3 of ANSI /AWWA C110/A21.10 -87 shall be obtained by the contractor and transmitted to the owner. B. Gate vales shall be iron body, bronzed - mounted, double disc with bronze wedging device and O -ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow Ust 14, Mudler Company Nit. A2380 or M & H. 9. Fire hydrants shall be Carey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C- 502 -85 with a 6 inch mechanical 'pmt inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2 -1/2 inch hose nozzles with National Standard Threads 7 -1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1 -1/4 Inch pentagon operating nut opened by turning counter clockwise (left), tit, The two 2 -1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the some design and proportions as the hydrant stem out Caps shot be fitted with suitable neoprene gaskets for positive water tightness under test pressures, 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 Inch Storz. Storz adapter shell be forged and /or extruded 6061 -TB aluminum alloy, hordcaat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart Stoz face to be metal, no gasket to weather. Storz cap to hove synthetic molded rubber gasket, end shell be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 2. Fine hydrants shall be painted with two coats of paint. Preservative paint number 43 -655 safety yellow or approved equal. 3. Pumper connection to face roadway assembly. 4. Fire hydrants shall be installed per City of Renton Standard Detail for &a hydrants, latest revision. 7 -Cramer Northwest Inc. § ENGINEERS, SURVEYORS & PLANNERS w 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) E -MAIL: cni®cromernw.com fL1t1" v 1 1 1 1 1 OF N'LY SSMH 1 U WI: nI \� II ATE EX 3/4" WM 8" OI (REMOVE EX SERVICE LINE) I "X8" TEE ( Weil -IA ?) 3V CONIC BLKG 08476. 5 SITE BENCHMARK �0D NAIL SET IN W. FACE OF UTILI7Y POLE EL. =94.62 U.S. FEET y" PVC SS STUB 0 2 IMF' R4 oIE -73D.08 01 ' 3/5 f= 173041.2 �" P C EX 8 D WATER 1 I , 1 1 1 1 1 1 1 t WATER MAI IF ADDITIONAL AD ENT IS REQUIRED, INS L 2 -2" CLOSE NIPPLE AN -2" 90' BEND, SCREWED AT THI DINT. FIELD LOCATE 2" CLOSE NIPPLE CONCRETE METER BOX 2" CLOSE NIPPLE ^+' ^` 2" 90' ELBOW 2" 90' ELBOW 2" GA ANIZED PIPE AS REQUIRED CONCRETE BLOCKING PLAN NOTE: VALVE NUT EXTENSION AS REQUIRED METERS WILL REQUIRE PRV'S TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE 8090) EQUAL TO OLYMPIC FOUNDRY CO. ///�� GROUND LINE //�� CONCRETE SIDEWALK (196 PSI AT SERVICE LOCATION) STANDARD 8" TOP SECTION, WITH 6" MAX. REGULAR BASE SECTION LENGTH I r TO FIT. a�wxewaremwtw Imwtr -�a r a-"� m o LE =88.95 S. 1,9Tf1 ST. �ACTUAL LOCATION OF FIRE HYDRANT IS 86.90 E. BY 148.25' S. OF S.E. PROPERTY CORNER 15. All watemaMs 10 inches and smaller to maintain a minimum cover of 36 inches below Irish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watennains are to be lowered to clear. 16. All watermafns 6 Inches and larger In diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "POy pigs" shall be Girard Industries Aqua Swab -AS or approved " equal, 2 b /cu. ft. density. foam with90A durometer urethane rubber coating on the rear of PIG" only. 17. OPIV shall be cyieider shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18. NI watermahs and services sholl be pressure tested to a minimum of 200 psi or 150 pri over operating pressure, in accordance with the specifications of the qty of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shot not exceed the number of gallons per hour as listed In City of Renton Standard Plans & Specifications i- 11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. AN watermains and services shall be disinfected by the injection of a 50 pion (minimum concentration) chlor le /water solution. Dry Calcium Hypochlorite shall NOT be placed In the pipe as laid. Chlorine shall be metered /injected in accordance with Section 7- ll.3(12)E or 7- 11 :1(12)F of the Standard Specifications referenced above. 20. A pre- construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling. 21. Twenty -four (24) hours notice will be required prior to starting new construction. 22 It shall be the contractors responsibility to secure all necessary permits prior to starting construction. 23. Instalalron of corporate stops, water services, lines and meters shall not be done until ell service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 24. All connection to existing mains is to be accomplished by the City of Renton, except we :: taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City nol fications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractors responsibility to notify Development Services twenty four (24) hours in advance of Waiting of construction. The contractor, as well as the engineers, shall keep as -built drovings. 26. Contractor to provide, plugs and temporary blow -off assemblies for testing and purity ao.;eptance prior to final tie -in. 27. All joint restraint systems :(s addle rods, nuts, baits, eta) shall be as manufactured by "he Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) Inches. Oil mat streets may be spade cut, All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to on existing expansion 'pint. 29. A temporary cold mix asphalt patch doll be placed on the day of initial excawtion with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrode inspection prior to placement of final patch. ' 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical proiss lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. - 'I•. % % ° +•`" " :, 2 -1/2° NST (HOSE) 2" GATE VALVE, SCREWED 2" GALVANIZED BLOW -OFF HYDRANT EQUAL TO PIPE 12' LONG #78 KUPFERLE FOUNDRY CO. 2" CLOSE NIPPLE 2"xZ &' TEE BETWEEN AND 2" 90AELBOWPLUG TEE NDE90' ELBOW.WTEEN INSTALL 4 MIL POLYETHYLENE 2" 90' ELBOW ®� �� Vol, PLASTIC COVER OVER WASH ED GRAVEL. CUT HOLE FOR PIPE 2" GALVANIZED PtP oti.oy oa'.eoo 18" LONG SO d. 0� o 18" MAX. o• 0'0.�'p :i• :o oto,doo?•0 ?0 o '�o''�o'� PERMANENT 2" BLOW -OFF ASSEMBLY 2" CAP WITH 1/8" (FOR 8" MAINS AND SMALLER) 10 CU. FT. WASHED GRAVEL PASSING TAP FOR DRAIN O� O ADOPTED 1 -1/2" AND RETAINED ON 1/4" MESH CITY OF RENTON FOR DRAIN ELEVATION °O° STANDARD PLANS �lc N1D2 LST DATE: 12/96 h AT VSIONawu^,nr. acv cam DWG. NAME: BR25A SP PAGE: 8105 DATE REVISION BY APPR' 2" BLOWOFF NITS 4 mo 2 REVISIONS PER CDR 12 08 09 LSK 12/10/091 � - - oawx L i 1 " =30' N0flQ0N°b 11p °° °°' SK DRAWN: SK arc orex a „�� DATUM LSK 'w "N' [ ff w xat axe nxax NO, REVISION BY DATE APPR AeP �.,eACw.oaamc. Sanitary Sewer Notes and Specifications 1. All work materials shall be In conformance with the standards and specification of the qty of Renton Utility Deportment and the latest edition of the WSDOT /APWA Standards and Spedfications. 2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 3. All locations of existing utilities shown are approximate and it shot be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance, 4. Contractor is sdely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site, 5. it shell be the repairability of the contractor to obtain street use and any other related permits price to any construction. 6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 7. A copy of these approved plans must be on the job site whenever construction is In progress. 8 The contractor shall provide the City of Renton with an ac -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9. Backfill shall be placed equally on both odes of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fit over pge shot be the some as assented. 10. Open cut road crossings for utility trenches on existing traveled roadway shall be badxeled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neotlbe cut with saw in a continuous line. A temporary mx patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per qty of Renton current standards. 11. Datum shall be qty of Renton, 1988 NAW. 12. All disturbed areas shot be seeded and mulched or otherwise stylized to the satisfaction of the Department for the prevention of on -site erosion after the completion Of Instruction. 13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation materiel, as well as placement and compaction of required bedding matedo, to unfform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 14. Sanitary sewer pipe shag be polyvinyl chloride (PVC) rubber gasoted ASTM D 3034, SDR 35, or ductile iron class 50. 15 In unimproved areas, manhole to extend minimum 6 Inches and maximum 12 inches above finished grade, in paved area, cover must slope in all directions to match paving. 5- 354001 UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON HORIZONTAL AND Vt ICAL LOCAATION PRIOR TOOUCONSTTRRUCTTIION HIS S SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOUNG ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SURITONF CLICS HLCRE SUBVET UTILITIES VARIATION. IONTSOUD OCU GUARANTEED CONTRACTOR SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS RECOMMENDED FOR APPROVAL BY: DATE: /-;L-/7,d!9 BY: ('!'A/ DATE: 77 BY: AftOtee we DATE: jULSY61 BY: DATE: 44 CITY OF QUI FENG LI SHORT PLAT DAM 5/26/09 t MR FOR RAYMOND NG h�k REN TON PAM DMMG xo: Planning /Building /Public Works Dept. WATER & SEWER PLAN 4 NOTES, BLOWOFF DETAIL Vic. 4 a 6 m o LE =88.95 S. 1,9Tf1 ST. �ACTUAL LOCATION OF FIRE HYDRANT IS 86.90 E. BY 148.25' S. OF S.E. PROPERTY CORNER 15. All watemaMs 10 inches and smaller to maintain a minimum cover of 36 inches below Irish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watennains are to be lowered to clear. 16. All watermafns 6 Inches and larger In diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "POy pigs" shall be Girard Industries Aqua Swab -AS or approved " equal, 2 b /cu. ft. density. foam with90A durometer urethane rubber coating on the rear of PIG" only. 17. OPIV shall be cyieider shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18. NI watermahs and services sholl be pressure tested to a minimum of 200 psi or 150 pri over operating pressure, in accordance with the specifications of the qty of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shot not exceed the number of gallons per hour as listed In City of Renton Standard Plans & Specifications i- 11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. AN watermains and services shall be disinfected by the injection of a 50 pion (minimum concentration) chlor le /water solution. Dry Calcium Hypochlorite shall NOT be placed In the pipe as laid. Chlorine shall be metered /injected in accordance with Section 7- ll.3(12)E or 7- 11 :1(12)F of the Standard Specifications referenced above. 20. A pre- construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling. 21. Twenty -four (24) hours notice will be required prior to starting new construction. 22 It shall be the contractors responsibility to secure all necessary permits prior to starting construction. 23. Instalalron of corporate stops, water services, lines and meters shall not be done until ell service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 24. All connection to existing mains is to be accomplished by the City of Renton, except we :: taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City nol fications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractors responsibility to notify Development Services twenty four (24) hours in advance of Waiting of construction. The contractor, as well as the engineers, shall keep as -built drovings. 26. Contractor to provide, plugs and temporary blow -off assemblies for testing and purity ao.;eptance prior to final tie -in. 27. All joint restraint systems :(s addle rods, nuts, baits, eta) shall be as manufactured by "he Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) Inches. Oil mat streets may be spade cut, All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to on existing expansion 'pint. 29. A temporary cold mix asphalt patch doll be placed on the day of initial excawtion with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrode inspection prior to placement of final patch. ' 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical proiss lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. - 'I•. % % ° +•`" " :, 2 -1/2° NST (HOSE) 2" GATE VALVE, SCREWED 2" GALVANIZED BLOW -OFF HYDRANT EQUAL TO PIPE 12' LONG #78 KUPFERLE FOUNDRY CO. 2" CLOSE NIPPLE 2"xZ &' TEE BETWEEN AND 2" 90AELBOWPLUG TEE NDE90' ELBOW.WTEEN INSTALL 4 MIL POLYETHYLENE 2" 90' ELBOW ®� �� Vol, PLASTIC COVER OVER WASH ED GRAVEL. CUT HOLE FOR PIPE 2" GALVANIZED PtP oti.oy oa'.eoo 18" LONG SO d. 0� o 18" MAX. o• 0'0.�'p :i• :o oto,doo?•0 ?0 o '�o''�o'� PERMANENT 2" BLOW -OFF ASSEMBLY 2" CAP WITH 1/8" (FOR 8" MAINS AND SMALLER) 10 CU. FT. WASHED GRAVEL PASSING TAP FOR DRAIN O� O ADOPTED 1 -1/2" AND RETAINED ON 1/4" MESH CITY OF RENTON FOR DRAIN ELEVATION °O° STANDARD PLANS �lc N1D2 LST DATE: 12/96 h AT VSIONawu^,nr. acv cam DWG. NAME: BR25A SP PAGE: 8105 DATE REVISION BY APPR' 2" BLOWOFF NITS 4 mo 2 REVISIONS PER CDR 12 08 09 LSK 12/10/091 � - - oawx L i 1 " =30' N0flQ0N°b 11p °° °°' SK DRAWN: SK arc orex a „�� DATUM LSK 'w "N' [ ff w xat axe nxax NO, REVISION BY DATE APPR AeP �.,eACw.oaamc. Sanitary Sewer Notes and Specifications 1. All work materials shall be In conformance with the standards and specification of the qty of Renton Utility Deportment and the latest edition of the WSDOT /APWA Standards and Spedfications. 2. All construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 3. All locations of existing utilities shown are approximate and it shot be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance, 4. Contractor is sdely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site, 5. it shell be the repairability of the contractor to obtain street use and any other related permits price to any construction. 6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 7. A copy of these approved plans must be on the job site whenever construction is In progress. 8 The contractor shall provide the City of Renton with an ac -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9. Backfill shall be placed equally on both odes of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fit over pge shot be the some as assented. 10. Open cut road crossings for utility trenches on existing traveled roadway shall be badxeled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neotlbe cut with saw in a continuous line. A temporary mx patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per qty of Renton current standards. 11. Datum shall be qty of Renton, 1988 NAW. 12. All disturbed areas shot be seeded and mulched or otherwise stylized to the satisfaction of the Department for the prevention of on -site erosion after the completion Of Instruction. 13. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation materiel, as well as placement and compaction of required bedding matedo, to unfform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 14. Sanitary sewer pipe shag be polyvinyl chloride (PVC) rubber gasoted ASTM D 3034, SDR 35, or ductile iron class 50. 15 In unimproved areas, manhole to extend minimum 6 Inches and maximum 12 inches above finished grade, in paved area, cover must slope in all directions to match paving. 5- 354001 UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON HORIZONTAL AND Vt ICAL LOCAATION PRIOR TOOUCONSTTRRUCTTIION HIS S SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOUNG ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SURITONF CLICS HLCRE SUBVET UTILITIES VARIATION. IONTSOUD OCU GUARANTEED CONTRACTOR SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS RECOMMENDED FOR APPROVAL BY: DATE: /-;L-/7,d!9 BY: ('!'A/ DATE: 77 BY: AftOtee we DATE: jULSY61 BY: DATE: 44 CITY OF QUI FENG LI SHORT PLAT DAM 5/26/09 t MR FOR RAYMOND NG h�k REN TON PAM DMMG xo: Planning /Building /Public Works Dept. WATER & SEWER PLAN 4 NOTES, BLOWOFF DETAIL Vic. 4 a 6