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Home My WebLink AboutzS-3264Set0 � O W >_ UL.Li n d Q Cy z> w � W M C:� C/7 CL F- LLI L1 - N �t Q m� Cn o W n, o I s � � E-4 < U w I .a L CLC/7 �0 0 � O W >_ UL.Li n d Q Cy z> w � W M C:� C/7 CL F- LLI L1 - N �t Q m� Cn S D � o o z a� n, o o O E 0 E-4 < U w L., .a L U� �0 c ° c mE E qC1, C Cw'N •c rn v� a� U S D � o o z z L., c d d 0 M W N S Vol C OE R 6�5 6' Ca 6% 6` C% CM CoN7ViM RIM EL. -21.43 CENTER CHANNEL-- - INV. EL. = 13.98 120 PVC E. & W E ! EXST HYDT 109.1' WEST) CQ OF SW PROP CORNER k- WATER &SEWER PLAN BAZE PROFESSIONAL CENTER LOCATED IN THE N. E. 7149 OF THE N. W. 1/4, OF SECTION 31, TOWNSHIP 23 NORTH, RANGE S EAST, W.M., KING COUNTY, WASHINGTON (DRANT DTL 6/5 VALVE (FLXMJ) (MJXFL) (CONCRETE BLOCK) E HYDRANT WEST OF THE SOUTHWEST NER (SW 340) REQUIRES A RETROFIT WITH Rz FITTING 0 i nrr 6- GV (MJXFL) iryv ILL 6" TEE W/ SIDE OUTLET --, RIM EL. =3.31 • IE= 13.46± CONC BLKG '� N. INV. E.L. = 13.31 8 pyC $ (CONTRAAOR SHALL VERIFY E. INV. EL. -12.73 (12' PVC) �kCR MOC NNOSON) INVERT W. INV. EL. =12.89 (12` PVC) NS"71071r lJ'i6.�d' (1L�'rlq,) 187�.�' ASPHALT PAVEMENT (PLIT) S. W. 41 ST STREET W 4 TE 0 1 =20 Cramer No-*. rt.h wes ENGINEERS SURVEYORS & PLANNERS 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: cni0cramernw.com r G7 to n CONC. CURB WER PLAN bPP;�. QQ p WASy� �9 �q,VA L - 0(PIRa 11 26 2005 RIM EL. -22.22 INVERTS UNOBTA/NgBLE _Z CHECKED FOR COMPLIANCE TO CITY STANDARDS J! iA ZZx: f C ✓iS,�) D ate �/? /cam Date Date 4 ROLL 2 0_0 1:3:5 MIX ph CONCRETE BLOCKINr G� 711 \N Zg . " SIDE O 6" SEWER MAIN NN- BLOCKING AN-GLF OF 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 Plonning/Building/public Works Deportment and the 1996 edition of the WSDOT /APWA Standards and Specifications, os approved and modified by the City of Renton in the Renton Standard Plane fit 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 b the Public Deportment at (425) 430 -7301. The Police g y Wks Department, Fire Deportment, and 911 shall be notified 24 hours in advance of any work in the right of way. 4. All locations of existing utilities shown ore approximate and it shall be the contractor's responsibility to verify the true and correct location so as to ovoid dam or disturbance. For utility locates coil 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 mortar lining seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Close C. All ductile iron andand fittings shall be polyethylene wrapped per ANSI /AWWA C105/A21.5 -93 Standards. P 7. Cast iron and ductile iron fittings shill be cement lined, pressure rated as noted on pions, and in accordance with ANSI /AWWA C110/0.110-87. shall be in accordance with ANSI /AWWA C104/421/4 -90. If fittings ore 3 to 12 inches in diameter and how mechanical joints. the Cement cs w either ANSI /AWWA C110- A21.10 -87 or ANSI /AWWA C153/A21.53 -94. Three 3 inch to 12 inch diameter fittings, •fittings shall in oc flange ce rots () � g which have mechanical joints and /or flanged joints, shall 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 ion f the fitting with a mechanical joint(s) may be with ANSI /AWWA C153/A21.53 -94 and that portion of the fitting with flanged joint(s) shall be in accordance p with a C110/A21.10 -87. Acceptance testing in accordance with section 53.53 of ANSI /AWWA section 10-4.3 of ANSI /AWWA C110/A21.10 -87 shall be obtain AAA contractor and transmitted to the owner. eel by the 8. Gate voles shall be iron body, bronzed - mounted, double disc with bronze wedging device and 0 -ring stuffing box (AWWA C500) or of resilient seated t C509). Valves shoes be designed for a minimum water operating type (AWWA op g pressure of 200 psi. Gate volves shall be Dow List 14, Mueller Company NO. A23M or M k H. 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (Opening against pressure) conforming to AWWA C- 502 -85 with 0 6 inch Mechanical joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2 -1/2 inch hose nozzles with Notional Standard Threads 7 -1/2 threads 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 hove o 1 -1/4 inch pentagon operating nut opened by tuming counter clockwise (left). 10. The two 2 -1/2 inch hose nozzles shall be fitted with cost iron threaded caps with operating nut of the some d and Cops shall be fitted with suitable neoprene gaskets for Proportions as the hydrant atom nut. esPr' 9 positive water tightness under test pressures. 11. The 4 inch pumper nozzle shall be fitted with a Storz adopter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be for and/or extruded 6061 -T aluminum alloy, hordcoat anodized. Threaded end portion shall hove no lugs and two set screws 180 degrees apart. Storz face to forged no st 6 Storz cap to hove synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. to weather. 12. Fre hydrants shall be painted with two coats of point. Preservative paint number 43 -655 safety yellow or approved equal. 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed per City of Renton Standard Dotal for fire hydrants, latest revision. 15. All watermoins 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermoin 12 inches and larger shall be at a minim of 48 inches below finish grade. Where utility conflicts occur, watsrmoins are to be lowered to dear. u" 16. All watermoins 6 inches and larger in diameter shill be domed with pipe doming 'PIGS" prior to disinfection. The 'Poly s" shall be Girard Industries Swob -AS or approved equal, 2 Ib /cu. ft. density foam with 90A durometer urethane rubber coating on the rear of 'PIG' only. P�9 Aqua 17. 'PIGS shall be cylinder shaped y yl aped with bullet nose or square end. The contractor will perform the doming operation. 18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications f City of Renton and the Washington State Health Deportment. All sP•d s o the ep pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton Standard Plans flc Specifications 7-11.3(11 . Th loss in pressure shall not exceed 5 psi during the 2 hour test period. ) e 19. All watermoins and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine /water solution. Dry Calcium H orit NOT be placed in the pipe as laid. Chlorine shall be metered/`m jetted in accordance with Section 7- 11.3(12)E or 7- 11.3(12)F of the Standard Specifications referenced above. Spec s 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 equ' prior to starting new construction. 22. It shall be the contractor's responsibility to secure aN necessary permits prior to starting construction. 23. Installation of corporate stops, water services, lines and meters shall not be done until oil service agreements, meter applications, construction Payment of fees have been mode to the City of Renton. Perm its, and 24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made b o approval from the Public Works D Y y approved we tap contractors with prior Department. All necessary excavation and materials ore to be supplied by the contractor and be on -site prior to City notifications. 25. Inspection will be accomplished by o representative of the City of Renton. It shall be the contractor's responsibility to notify evel ent Ser (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall k y °�" v� twenty four 26. Contractor to provide plugs and temporary blow -off assemblies for testing nd g °S -built drawings. g purity acceptance prior to final tie -in . 27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio writing by the Public Works Deportment. Y . or egad, approved In 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets may be Spode cut. All surf sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion concrete, pavement, 29. A temporary cold mix ospholt patch shall be placed on the day of initial excavation with a g P pint. 10 days. Call for subgrade inspection prior to placement of final patch. • permanent, sealed patch to be placed, to City of Renton policy, within 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC areas and schedule 80 PVC pipe under improved areas. Pte• Sd�edule 40 in unimproved 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. PROPERTY LINE _Z 6'- 0" ° 6" FUTURE BUILDING SEWER PIPE � BUILDING SEWER L TEE WITH 6" SIDE OUTLET 2 "x 4" STUD SERVICE MARKER WAINT UPPER f�' SIDE .-SE R AND BUI' DING SEWER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. NEE OG��N _ nil nvmLUN I AL SEWER MAIN UNLESS OTHERWISE $F{pyVld ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. DL T 1/4. SIDE <zFwFR NTS FR � 0 14 0 UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED S%P 434Z <a 4vo co JAI-ININININIAIA, I 0 �J y .r C r r- r-: Z. vN N > �J r r 'tr N 4 W N n �° C� V) 0- 0. 0 c1f Q �O Or: Z LLJ >_ (n U J LLJ _j _j O Z > Z li.J U0 W U_ J � f�-- U.. F--- L.LJ Ln M Lj N Q M V) g-5L. oa o E 3$ Z 4W g W L CL BURY BOTTOM OF FABRIC �44c .,o E MATERIAL IN 8" BY 12" TRENCH 4 E �E C tV " 5 6 a�- C.� 0 R L R/W rv�n�..�► �� urn 15' aa.. o� EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD 1 Use 4" to 8" quarry *polls or crushed rock for surfacing as shown Material with fines Is not acceptable 2 The 100' minimum length shall be lengthened as necessary to Insure material is not tracked into the public right —of —way NTS SOLID. WALLS FILTER MEDIA -� FOR DEWATERING NTS Cr W U In J 0 2-00 X 5• -0" a ad 2 --6" Q 0 4 cATCW RACIM GRATE FILTER FABRIC MATERIAL 60" WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE FILTER FABRIC MATERIAL 2" BY 20 BY 14 GA WIRE FABRIC OF EQUiV --�_ PROVIDE 3 4" — 1 5" WASHED ( AVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" BY 4` WOOD POST ALT STEEL FENCE POSTS vr�w— i� yM�o "fir+ �.• � � �.� �� ..�...+ «.-� —.. �w.rr�. Sanitary Sewer Notes and Specifications BAZE PROFESSIONAL CENTER 1 AN work matends shoal be In conformance with the standards and specification of the City of Renton Utility Department and the latest edltm of the WSDOT /APWA Standards and Specifications 2 All construction shall be In accordance with 'Standard Specifications for Munlclpol Public Works Construction* prpored by Washington State Chapter American Public Works Association latest edition (APWA) and City of Renton Standard Specifications 3 All locations of existing utiltles shown are approximate and It shall be the contractor s responsibility to verify the true and correct location so as to ovoid damage or disturbance 4 Contractor is Solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction ate 5 It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction 6 Plans approved by the City of Renton, Public Works Department shill 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 as -buNt drawing of the mmitory 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 sides of the pipe In Ioyen with a loose average depth of 6 Inches moxlmum depth of 8 Inches thoroughly tomping 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 fell over pipe shall be the some as described 10 Open cut rood crossings for utility trenches on existmg traveled roadway shall be bockfilled with crushed rock and mechanically compacted Cuts Into the existing ospholt Shall be neatiine cut with sow in a continuous line A temporary mix patch must be placed immediately after bockfill and compaction A permanent hot mix patch Shall be placed within 10 days and shoal be per City of Renton current standards 11 Datum shah be City of Renton, 1988 NAVD 12 All disturbed areas shill be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -ate erosion after the completion of construction 13 AN 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 Rood and Bridge Construction That Shall Include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction 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 pea gravel 6 inches above and below the pipe 14 Sanitary Sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034 SDR 35, or ductile Won doss 50 15 in unimproved areas, manhole to extend minimum 6 inches and maximum 12 Inches above finished grode In paved area cover must slope in all directions to match paying FIRE HYDRANT SMALL. BE COREY -TYPE EQUAL To IOWA F -5110 OR COMPRESSION TYPE SUCH AS CL OW AEDAWON M & H 9" MUELLER WV CENTURION 200 AND WATL;IROUS PACER MATH a MECHANICAL JOINT INLET WITH LUGS 5-1/4 MAIN VALVE OPENING Two 2-1/2 HOSE OONNECTiONS NATIONAL STANDARD THREADS 4 PUMPER NOTE PROVIDE STORZ F I T TI N G CONNECTION QTY OF SEATTLE THREADS M17H A STORZ ADAPTOR 4 675 SEATTLE THRI[AD X a STORZ. ATTACHED WITH 1/e STAINLESS PER DETAIL 6 /5 ON HYDRANT STEEL. CABLE 1 -1/40 PENTAGON OPERATING NUT FIRE HYDRANT TO BEv" WITH �VATIVE PAINT a e DnARwc PAINT LOCATED 114' SOUTHEAST OF APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR As NCE DIRECTED BY MYON FIRE MARTMENT FIRE HYDRANT EXTENSION TO SOUTHEAST PROPERTY CORNER BE USED IF REQUIRED --- 1* TO 20 BEHIND BACK OF CURB OR 12 KHIN0 BACK OF � ALX THAT 15 ADJACENT TO Two -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER .4875 x S IYORZ EQUAL TO OLYMPIC FOUNDRY 00 STANDARD 8 TOP SECTION WITH REGULAR OAK SECTION LENGTH TO FIT VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR4e / PAGE 111000) MIN RAISED PAVEMENT MARKER TYPE M MIN 2 AS STIMSONITE TWO -WAY BLUE NOTE THIS DETAIL IS ONLY 42• MIN _ =RITE 0.=00 SCHEMATIC ANY INSERT IS n ALLOWED THAT HAS A MIN 0 5 C F OF STORAGE, THE MEANS �-- TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED 14 GA WIRE WIES- )R EDUIV 1 FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A a `-- MAIN LINE TEE 107H a FLANGE ODE OUTLET 16 e OATS VALVE (FL X MJ) AWWA C -Sae RESILIENT SEAT MI x M x 4 e DUCTILE MEN PiPE CLASS 52 CEMENT LINED LENGTH TO FiT BLOCK UNOER�TE 2-3/4 CDR- TENSTEEL TIE RODS SEE $TD DETAIL FOR TIE RODS HYDRANT LM ALL OVUM W r N\-1/2 YARD WASHED DRAM! ROCK (3 TO 3/e ) MIN RwDUS 1 ABOVE BOOT FLANGE PLACE a MiL LEVEL. ALL GROUND POLYETHYLENE FILM AROUND TOP AND SIDES OF MIN 3 RADIUS GRAVEL. STORZ xP I R (` W Yr) R A KI T A C C 1- k A R I Y HYDRANT LOCATION IN CUT OR FILL SEDIMENT TRAP OR POND 2 MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE 0 Z 3 V R/W rv�n�..�► �� urn 15' aa.. o� EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD 1 Use 4" to 8" quarry *polls or crushed rock for surfacing as shown Material with fines Is not acceptable 2 The 100' minimum length shall be lengthened as necessary to Insure material is not tracked into the public right —of —way NTS SOLID. WALLS FILTER MEDIA -� FOR DEWATERING NTS Cr W U In J 0 2-00 X 5• -0" a ad 2 --6" Q 0 4 cATCW RACIM GRATE FILTER FABRIC MATERIAL 60" WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE FILTER FABRIC MATERIAL 2" BY 20 BY 14 GA WIRE FABRIC OF EQUiV --�_ PROVIDE 3 4" — 1 5" WASHED ( AVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" BY 4` WOOD POST ALT STEEL FENCE POSTS vr�w— i� yM�o "fir+ �.• � � �.� �� ..�...+ «.-� —.. �w.rr�. Sanitary Sewer Notes and Specifications BAZE PROFESSIONAL CENTER 1 AN work matends shoal be In conformance with the standards and specification of the City of Renton Utility Department and the latest edltm of the WSDOT /APWA Standards and Specifications 2 All construction shall be In accordance with 'Standard Specifications for Munlclpol Public Works Construction* prpored by Washington State Chapter American Public Works Association latest edition (APWA) and City of Renton Standard Specifications 3 All locations of existing utiltles shown are approximate and It shall be the contractor s responsibility to verify the true and correct location so as to ovoid damage or disturbance 4 Contractor is Solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction ate 5 It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction 6 Plans approved by the City of Renton, Public Works Department shill 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 as -buNt drawing of the mmitory 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 sides of the pipe In Ioyen with a loose average depth of 6 Inches moxlmum depth of 8 Inches thoroughly tomping 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 fell over pipe shall be the some as described 10 Open cut rood crossings for utility trenches on existmg traveled roadway shall be bockfilled with crushed rock and mechanically compacted Cuts Into the existing ospholt Shall be neatiine cut with sow in a continuous line A temporary mix patch must be placed immediately after bockfill and compaction A permanent hot mix patch Shall be placed within 10 days and shoal be per City of Renton current standards 11 Datum shah be City of Renton, 1988 NAVD 12 All disturbed areas shill be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -ate erosion after the completion of construction 13 AN 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 Rood and Bridge Construction That Shall Include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction 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 pea gravel 6 inches above and below the pipe 14 Sanitary Sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034 SDR 35, or ductile Won doss 50 15 in unimproved areas, manhole to extend minimum 6 inches and maximum 12 Inches above finished grode In paved area cover must slope in all directions to match paying FIRE HYDRANT SMALL. BE COREY -TYPE EQUAL To IOWA F -5110 OR COMPRESSION TYPE SUCH AS CL OW AEDAWON M & H 9" MUELLER WV CENTURION 200 AND WATL;IROUS PACER MATH a MECHANICAL JOINT INLET WITH LUGS 5-1/4 MAIN VALVE OPENING Two 2-1/2 HOSE OONNECTiONS NATIONAL STANDARD THREADS 4 PUMPER NOTE PROVIDE STORZ F I T TI N G CONNECTION QTY OF SEATTLE THREADS M17H A STORZ ADAPTOR 4 675 SEATTLE THRI[AD X a STORZ. ATTACHED WITH 1/e STAINLESS PER DETAIL 6 /5 ON HYDRANT STEEL. CABLE 1 -1/40 PENTAGON OPERATING NUT FIRE HYDRANT TO BEv" WITH �VATIVE PAINT a e DnARwc PAINT LOCATED 114' SOUTHEAST OF APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR As NCE DIRECTED BY MYON FIRE MARTMENT FIRE HYDRANT EXTENSION TO SOUTHEAST PROPERTY CORNER BE USED IF REQUIRED --- 1* TO 20 BEHIND BACK OF CURB OR 12 KHIN0 BACK OF � ALX THAT 15 ADJACENT TO Two -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER .4875 x S IYORZ EQUAL TO OLYMPIC FOUNDRY 00 STANDARD 8 TOP SECTION WITH REGULAR OAK SECTION LENGTH TO FIT VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR4e / PAGE 111000) MIN RAISED PAVEMENT MARKER TYPE M MIN 2 AS STIMSONITE TWO -WAY BLUE NOTE THIS DETAIL IS ONLY 42• MIN _ =RITE 0.=00 SCHEMATIC ANY INSERT IS n ALLOWED THAT HAS A MIN 0 5 C F OF STORAGE, THE MEANS �-- TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED 14 GA WIRE WIES- )R EDUIV 1 FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A a `-- MAIN LINE TEE 107H a FLANGE ODE OUTLET 16 e OATS VALVE (FL X MJ) AWWA C -Sae RESILIENT SEAT MI x M x 4 e DUCTILE MEN PiPE CLASS 52 CEMENT LINED LENGTH TO FiT BLOCK UNOER�TE 2-3/4 CDR- TENSTEEL TIE RODS SEE $TD DETAIL FOR TIE RODS HYDRANT LM ALL OVUM W r N\-1/2 YARD WASHED DRAM! ROCK (3 TO 3/e ) MIN RwDUS 1 ABOVE BOOT FLANGE PLACE a MiL LEVEL. ALL GROUND POLYETHYLENE FILM AROUND TOP AND SIDES OF MIN 3 RADIUS GRAVEL. STORZ xP I R (` W Yr) R A KI T A C C 1- k A R I Y HYDRANT LOCATION IN CUT OR FILL SEDIMENT TRAP OR POND 2 MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE 0 LINE IS 1 1 3 MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO 3 THE FENCE OF 100 FT BURY BOTTOM OF FABRIC VALVES AT THE TiME OF INSTALLATION TO CENTER MATERIAL IN 8" BY 12" TRENCH 4 IF SOX OR LESS OF THE SOIL BY WEIGHT IS FINE PARTICLES SMALLER THAN THE U S STANDARD SIEVE NO 200, THE EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE THAT 85% OF THE SOIL CAN PASS THROUGH " 5 6 THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM 5 DIAMETER WASHED GRAVEL 8Y -PASS DCVA MUST BE TESTED SATISFACTORILY 5 FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE pie" s t��i� ASSEMBLY TESTER TEST REPORT TO BE SUBMITTED SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE 2- 6 UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED 4 -6-01 DD CV 15 NTS 10- 5-0 a 6 FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY 12" AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REPAIRS SHALL BE MADE a" MIN IMMEDIATELY NTS N C ramers Northwest Inc. ENGINEERS, SURVEYORS & PLANNERS 945 N CENTRAL, STE #1049 KENT, WA 98032 (253)652 -4880 (local) or 1—(800)251-0189 (toll fire») (253 )652 -4955 (fox) E-MAIL enlftram mw com w �l +S KRUfc�� IT 401 v p /S L -11,1105 owes �, ze ONE MAN ROCK - 1 eJ 4 FL rP E DUCiU IRON CAN N OEIMT LMKD PIPE W11W OOLL.AR 10 roar P L AS S1l"M BY PACWIC WATa WORKS SUPPLY 00 INC 0" PAN Peftu Ave 3 -4 LONe It � ON P4 4 -r r I4 rL ; we r -4 0 TINE §Y-PAM AOOO�LY MALL It wq�OtO AS PMT Qtr 119 OENCT011 As PMT OF 111E D"A aNEN�K VAL.1R AMA WV ALL PM�MB TO BE MIAM DR e1IO11s. METER SHALL BE 5/0 x 3/4/' SL�IIsus M (TRA L.) IAL Ero1cY NOII- sielsMc 701" HEAD PIT LNO 0 SON T 110UN= ON SIM dPLAR DRILLED Nq1 IN 11- COVER 4 DUCTILE I10N CAB* M P E xP L PIPE OIPMT HMI M T -0 LENGTH TO FIT SAM r AEQLNAfD ool+aRt R N Ocala �-- It AILL MOUND ALL DETECTOR DOUBLE altar VALVE AsscMSLIES !BALL INOLUK RESILIENT KAM s1NU70" VALVES AND MY QMS. AND APPROVED CROW- OONNECTION OONTROL ASSIDASL= PER DEPARTMENT OF HEALTH LATEST APPROVED LIST PRECAST OONORM VAULT WITM ! - 3 x3 WOO STEEL PATE COVER DOVISION 4 -e x 'r-O' x r -o' UTILITY VAULT 00 577 -1A OR EQUAL. rr' TR_PL �METRItM VE 4 -3 INSTALL EPWV NON- SHAPIK QROUT (TYP ) r-o 12 r AO.MSTAKE SYM PIPE SUPPORT STANCHIONS BOLTED TO FLOOR CO � FOUNDATION ANO. ZED STE HEAD PIT LID =ISO MOUIIM oN STEEL PATE Cowl am 1 w novae 1 -s^r ou► oRKua Noun VALVE BOX SHOULD NOT REST ON PIPE LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE `- 4 GAGE VALVE (MJ) wTM INDICATOR POST INDICATOR POST VALVit SAYE SIZE AS DOUBLE *W= VALVE 4 FLNOSD COUPLiIO ADAPTER EQUAL. ro ROMAC DOUBLE CHECK VALVE ASSEMBLY INCLUDES Two IItSLJQIT SIAM SHUTW VALVES, -T ale" To 1 LOCATE VAULT IN PLANTING AREA NOT IN PAVING 2 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED 3 TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TiME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING AFTER COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND INSTALL CONCRETE SUPPORT PAD OR ADJUSTABLE PIPE SUPPORT 4 INSTALL GALVANIZED LADDER FOR ACCESS 5 AFTER FIELD INSTALLATION, MAIN DDCVA AND 8Y -PASS DCVA MUST BE TESTED SATISFACTORILY - e MIN' ro BY A DEPT OF HEALTH CERTIFIED BACKFLOW pie" s t��i� ASSEMBLY TESTER TEST REPORT TO BE SUBMITTED TO CiTY OF RENTON WATER U11UTY ENGINEERING DEPT PRIOR TO ACTIVATION OF NEW LINE 6 INSTALL BRASS PLUGS AT ALL TEST COCKS jQ Tl 4 -6-01 DD CV 15 NTS M uw~TE f %3' R � � WATT N r N w f1LW� i m 1 2 tapped too 1 2 topped tee 2 elf long X 2 brass nipple with threaded ends (MIPT) 2 4 long X 2 brass nipple with threaded *nds (MIPT) 3 2 double disc gate valve (full opening for topping) with threaded ends 3 2 double disc got* valve (full opening for tapping) with threaded ends pears square operating nut and valve nut extension if required (dw9 9R46/Poge 0090) oprating nut and valve nut extenskm If required (dwg 9844 /page 9080) 4 Two piece cast Iran valve box Standard B top section with regular bas* section 4 Two piece cast iron valve box Standard • top entim with regular boss section length to fit `lug type cover length to At 'lug" two cover S 2" Bros* bushing (MIPT x FIPT) S 2 X 1 -1/2 hex bran bushing (MIPT x FIPT) 2 each 2 brose or bronze nipples 60 Iongqth threaded ends 2 each 1 -1/2 brass or bronze nipples 6 fen th. threoded end* 2 each 2 —90 bran or bronze elbows (;;T x F1PT) 2 each 1- 1 /2` —*0 brow or bronze elbows (;;T x nPT) d 2` (MIPT) x comproulon fitting Fad C64—e6 or equal a 1 -1/2" (M•PT) x oompressiern NVh p Ford Cb4 —BNl< or egrel 7 2 soft copper tubing type -K length to fit 7 1 -1 /2 soft copper tubing type "K length to At a 2" pock—joint 90 sN, for Ford L44-77 or Cud 8 1 -1/7 pock—joint 90 ell for Ford L44-77 or equal 0 2 Customsetter with by—pow Ford VFH 77 -128 x 17 -3/19' or oWd with Aonged 9 1-1/2 Customeetter with by-pass Ford VFH 84 -120 x 13 -3/10' or equal with angle valve and padlock wings on Not and angle check Volvo outlet ball valve on OnggI• valve and padlock wing* an Wet and " ahesk vaifve outlet baN valve on bMMM with podle WHI+M &A ftfnestter shell have vartlsal Net end outlet bypass with padlock winge Custelnsetter " hove vrrtloal Not and outlet 10 Rigid meter spreader to be 9uppllsd and Installed in motor setter by controctor 10 Rlgld meter spreader to be supplied anal Installed In meter Satter by contractor 11 Water meter shall be supplied and Installed by city of Renton upon payment of dl 11 Water motor shall be supplied and Installed by City of Renton upon pe)mwt of all related water meter fee and satWoctay pressure and purity tests related water meter he and setleflactery pronws ens purity tests. 12 17 x28 COWSt* meter box with 3/8 steel dbmond —plate MW e,uol to Fog TIto 12 17'x20" oonarete motor box with 3/A• steel �4MOW -plate sever Opal to I" Tice Motor Seal Co No 2T Meter box eholl be double stocked Motor SW Co Nei 2T Mater bw shi be dsllbie 91es11N 13 2` coupling (compression x FIPT) with 2" php (MIPT) Fad C -14-44 a 13 1 -1 /2" e • The property owner w r dal � (�reeetrn s �� Wes► 1 -1/� � (�7)• fern/ C -14 -11 The service Property esponsAle for any necessary adaptation a extension of a equl extension :l pro" �� Is rwpens#i* liar any nea*smy apt~ 1 C/ D 51, L L 0.0 FP%Ni 0 '41 Z IN UNIMPROVED RIGHT -OF -WAY W INSTALL METER BOX AT PROPERTY LiNE LEAVE EXPOSED z W CL 36" MIN COVER 12" MIN BY PASS NOT NEEDED FOR IRRIGATION METERS CRUSHED ROCK BASE TO SUPPORT VAULT 2" BRASS NIPPLE (MIPT x MIPT) CAST IRON OR DUCTILE IRON CONCRETE BLOCKS WATERMAIN FOR SERVICE FROM EXISTING WATERMAINS INSTALL 2" FORD F202 STYLE SADDEL (IPT) AI��E RNATE CQUtjFGDnh T II fo EAS NG MAINS CHECKED FOR COMPLIANCE TO CITY STANDARDS,,. z6clo�o Date jGV__7Z"<.1 � Date Date C.10 • `.^ :T&&0 o/ e s - 34411100 I � C �H X � o C V: N � rr N I ROLE 207 FR 2�Z 9VA4NiNEU �M' -2msi w 5 - 3>2ab4,002� C sr) � ,- a ¢ N a WATER & SEWER BAZE PROFESSIONAL LOCATED IN THE N. E. 7/4, PLAN CENTER OF THE N. W. 7/4, Water Utility Notes and Specifications f. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTIUTY. 2. All work material shall be in conformance with the standards and specifications of the City of Renton Planning /Building/Public 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 a o OF SECTION 3 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., 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 C/) WKING Department 430 -7301. The Police Department, Fire Department, 911 be 24 hours in in the COUNTY WASHINGTON at (425) and shall notified advance of any work right of way. 4. All locations be the to the true location to damage I G of existing utilities shown are approximate and It shall contractors responsibility verify and correct so as avoid or disturbance. For utility locates call 48 -hour. locators 800 - 424 -5555. 5. An approved Traffic Control Plan is required to be submitted at thePre- Construction meeting. CL 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 mstar lin!ng and a � seal coating shall 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 wrapped ANSI /AWWA C105/A21.5 -93 Standards. LJ O Z W g - I NJ � �-; R'AREA - polyethylene per 7. Cost iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI /AWWA C110/A21.10 -87. Cement lining shall be in accordance with ANSI /AWWA C104/421/4 -90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the flttings shall in accordance with ANSI /AWWA C110- A21.10 -87 or ANSI /AWWA C153/A21.53 -94. Three (3) inch to 12 inch diameter fittings, have /or flanged O J PV either which mechanical joints and joints, shall 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 J o zz fo' SETBACK AS SHOWN ON 8SP- 014 -92 the fitting with a mechanical joint(s) may be with ANSI /AWWA C153/A21.53 -94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA Q Q > W - ( PURPOSE NOT NOTED) o Z titi� - 707 -� 1�•82� ° C110/A21.10 -87. Acceptance testing in accordance with section 53.53 of',ANSI /AWWA section 10 -4.3 of ANSI /AWWA C110/A21.1D -87 shall be obtained by the transmitted to the Z O W W - o 1a.ee' - - contractor and owner. 8. Gate vales shall be iron body, bronzed - mounted, double disc with bronze wedging device and 0 -ring stuffing box (AWWA C500) or of resilient seated type (AWWA v - ° o C509). Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. W W `�' 9...Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C- 502 -85 with a 6 inch mechanical joint 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 O 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 tY 24 4.6263. Hydrants shall have a 1 -1/4 . inch pentagon operating nut opened by turning, counter clockwise (left). W C L>J _ Q 10. 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 nut FIRE HYDRANT DTL 6/5 Caps shall be with suitable neoprene gaskets for positive water tightness under test pressures. ® ® '.. 1 -6" GATE VALVE (FLXMJ) 11. The 4 inch . pumper nozzle shall be fitted with a Storz adapter, A inch Seattle Thread z 5 inch Storz: Starr adapter shall be forged and /or extruded 6061 -T6 Q m EX 83 E BLOWOFF I8 DI 1-8-X6' TEE (MJXFL) :(CONCRETE BLOCK): aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket; and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. (n - T BE REMO 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43 -655 safety yellow or approved equal. .: 13. Pumper connection to face roadway assembly.. �ONC 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. 15. All watermoins 10 inches and smaller to .maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. a 16. All watermains 6: inches and larger in diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua 1 j0� I I I Swab -AS or approved equal, 2' lb/cu. ft. density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. ,- p'\. E.�. R -', ,..._, .. - . ?- ._.a.. _.; '.• � I _ .. 17._" PIGS ' . shall . be cylinder shaped with bullet nose . or square end. . The contractor will .perform .the ..cleaning . operation. aof 6a5 a 18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the of Renton the Washington State Health Department. All testing be done in the of the City Renton. The .City and pressure shall presence a representative of of quantity of water lost from the main shall not exceed the number of hour as listed in City of Renton Standard Plans & Specifications 7- 11.3(11). The s'- - �' ° �, gallons per loss in pressure shall not exceed 5 during the 2 hour test O 3Q w - �• _ psi period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine /water solution. Dry Calcium Hypochlorite shall N�. :y c X02 - NOT be placed in the pipe as laid. Chlorine shall be metered /injectedin accordance with Section 7-11.3(12)E or 7- 11.3(12)F of the Standard Specifications referenced above.' F l w 0L g o Q I '4 20. Apre- 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 be E ,pLUjdglpp, LOT6 "' m- A`I '� I LOT notice will required prior to starting new construction. - 22. It shall be the contractors: responsibility to secure all necessary permits prior to starting construction. 23. Installation. of lines be done \ 4' 6" D1 -BY 35, 000± SQ. FT. a I o I corporate stops, water services, and meters shall not until all service agreements, applications, construction permits, and payment of fees have. been made to the City of Renton. 9 FF P P yin y E ...ern ® (0.80± 'ACRE) t°I 'z; y : :x - • 24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet lap 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 notifications. P Y _� �� c v rn o � 6" 90' BEND. (MJXMJ •. PLUMBING BY OTHERS w � •' I .25..Inspection '.will be accomplished pli by a representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services twenty four FL CONC BLKG (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall keep as -built drawings. 2" PVC r 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie -in. & .5' ' 90' BEND I 27. All joint restraint systems; (shackle rods, nuts; bolts; etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, or equal, approved in P 43 $ I w I NOTE: THE FIRE HYDRANT WEST OF THE SOUTHWEST writing by the Public Works Department. 28. Asphalt and concrete street paving shall be sawcu P P 9 t 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 an existing: expansion joint. o � PROPERTY CORNER SW 4 R ( 3 0) REQUIRES A RETROFIT WITH 29. A temporary cold mix asphalt patch shall be placed the day of initial excavation with a permanent, sealed patch to be laced to City of Renton i P Y P P P Y P P p y n policy, within I ;10 days. Call for subgrade inspection prior to placement of final patch. 115' 2" PVC ti A 5 -INCH STORZ FITTING •30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved PLUMBIrJ `(� JnW-r - LFAr.1 areas and schedule 80 PVC pipe under improved areas. -O n WW `a 101' 6" DI 6 PLUG TEE M f�yJEp -ro ehns�" 6 "x6" JXFL CSroE of JA.Lrj6" G.V. (FLXMJ) NEW 2 DOMESTIC METER .WITH 2 RPBD IN ABOVE GROUND HOT BOX 6' DDCVA IN VAULT jam ° o 6" PVC S z 2 r' ®29 MIN of to p �ilwns l•• - - o+ CONC BLOC ,., " 1/4 P A -.. 6 PRIVATE FIRE LINE .. NE °' , I 24't l I '.. 0 _ a . CURB CONTHRM WEST � - I ��ORFC SOnaE° Ja : • PROPERTY LINE z w - EXTItUDID CURB RIM EL -21.43 0' LANDS & urILITY. EASEMEN 4 . 16.67 ~�L.LANVS 9' \ PER PLAT (VOL 8, PG. 12 :& 13 I POWER TRANSFORMER Expo; �Ry �S ® 1a- RRrfyxnoN I LiiiT1�°► JnWFS 6, -0„ o FUTURE a z .CENTER CHANNEL I INV. EL 13.98_ _._ _. I.> 12" PVC E & W. - CONC. WALK � EXST HYDT 109.1' WEST - C ".sran� - -. -.- I N JAU1E5 '° 166.67 -- . . •• EX 6". :SS- - -b- - Ie.eE'I - -. 6" BUILDING SEWER PIPE : 1:1 BUILDING SEWER ( OF SW PROP CORNER \` _ - - - - -EX 12 - a_11 - °2L - - z - - TEE WITH 6" SIDE OUTLET OAINT 1 1/2" LANDSCAPE IRRIGAIiON coNC. cuRe ADA COMPLIANT oG RB 2 "x 4" STUD SERVICE MARKER UPPER PORTION WHITE WITH 1 -1/2" DCVA IN BOX RAMP DTL 1/6 6" ID SEWER AND BUILDING SEWER ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH w 23' 6" DI 12' z 6' TAPPING TEE �MoJ T4� �AJr SIDE 6" TEE W SIDE OUTLET RIM EL 33.31 / BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. 6" GV MJXFL ( ) w OF VAULT, CONC BLKG - N. INV. (CONTRACTOR E. INV. ( W E.L.= 13.31 B PVC EL. =12.73 (12" PVC) a m $ gCEOWNET�RALCTOpROSNHAgLNLDVENRIFY INV. PRIOR 100CCONSiRUCTION) RT EL-12,89 (12" PVC) UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS R88'37'07"V 1375.461 (kW.) 1375.36' (PU T) W WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. ASPHALT PAVEMENT - CONC CURB S. W. 41ST - RIM EL -22.22 INVERTS UNOBTAINABLE 60" ALLOWABLE MAX. : VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 STREET FOR CAST IRON PIPE OR DUCTILE IRON PIPE. PIPE SEWER MAINS ARE TO BE CORE DRILLED 1:3-5 MIX ph �p�G CONCRETE +• NOLE �OG\l BLOCKING 0 Z Elf WATER & SEWER PLAN �o > -20 CHECKED F O R COMPLIANCE 6 SIDE OUTLET TEE SEWER MAIN 6 ME MP,� pP��.�rL ppN 2% MIN SLOPE HORIZONTAL LSEWER MAIN T KR UfC WA V ya l Qy Northwest r n . TO CITY STANDARDS C_A G ANGLE OF TEE AT MAIN OVER 25 ELEVATION TYPICAL SIDE SEWER ELEVATION �V. mmww ® 4®2 ENGINEERS, SURVEYORS & PLANNERS (/ Date UNLESS OTHERWISE SHOWN ON PLAN, SIDE LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY 36049 945 N. CENTRAL, STE. #104, KENT, WA 98032 PFC /STER4�� - ELEVATION, WHICHEVER IS LOWER, o (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) 70NAL E' ,� -O5 Date n ./ DL .T 1 A �r T /'4, :- SIDE SEWER z. E- MAIL:: cnl6cramernw.com EXPIRES 11 26 2005 NTr.J /\ - I v N j` I /\ A ( j I �j (-� SCANNED OCT 2 6 2005 ROLE 207 FR 2�Z 9VA4NiNEU �M' -2msi w 5 - 3>2ab4,002� C sr)