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HomeMy WebLinkAboutzW-4172SetT O I 0 W N N I rr W Z J W @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved. These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights. These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC. Lake Washington a i r; T�� C " ltsrnl, lx�cli'se _ - a t: ., - 7. �' R er�torl Municipal Alrport N 3 31 1833 NE 12TH ST VICINITY MAP ` ez- a' N^nay Creek w He ,ctn sr '� 4pen SpoCe v w' C NE ],.IF, St qr • _ Geri c - LDLIIgtt 14E :_Ili 3i tc NE I. :I 4 N t Dtn - R Fti:h f r� o• J Z L N itlti 5t R E N T O N i N 4 St NE 4t1h S- N � i N 3rd St UTILITIES SEWER: CABLE: CITY OF RENTON TBD 1055 SOUTH GRADY WAY RENTON, WA 98057 (425)430-7212 TELEPHONE: COMCAST./CENTURYLINK WATER: POWER: REFUSE: CITY OF RENTON PUGET SOUND ENERGY TBD 1055 SOUTH GRADY WAY 1101 LAKE WASHINGTON BLVD N. RENTON, WA 98057 RENTON, WA 98056 (425)430-7210 (888)225-5773 TBD OWNER: MAGGIE WANG IDEAL LIVING LLC 12005 NE 173RD CT BOTHELL, WA 98011 CIVIL ENGINEER: SCHOOL: GAS: RENTON #403 PUGET SOUND ENERGY 300 SW 7TH ST 1101 LAKE WASHINGTON BLVD N. RENTON, WA 98057 RENTON, WA 98056 P: (425) 204-2300 (888)-225-5773 ABBEY ROAD GROUP LAND DEV. SERVICES COMPANY P.O. BOX 1224 PUYALLUP, WA 98371 JEFF BROWN, PE JEFF.BROWN@ABBEYROADGROUP.COM (253) 435-3699 W (253) 446-3159 F SURVEY: ABBEY ROAD GROUP LAND DEV. SERVICES COMPANY P.O. BOX 1224 PUYALLUP, WA 98371 LARRY WALKER LARRY. WALKER@ABBEYROADGROUP.COM (253)435-3699 W (253) 446-3159 F LANDSCAPE ARCHITECT: TBD M:11I.. R CONSULTANTS ARCHITECT: TOM COLE B9 ARCHITECTS 610 2ND AVENUE SEATTLE, WA 98104 (206)297-1284 TRAFFIC ENGINEER: HEATH & ASSOCIATES, INC. 2214 TACOMA ROAD PUYALLUP, WA 98371 GREG HEATH, P.E., P.T.O.E. GHEATH@HEATHTRAFFIC.COM (253) 770-1401 W (253) 720-5445 C (253) 770-1473 F LAND DEV. MANAGER: PROJECT MANAGER: A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON COVER SHEET N ��� N— Iw —W yI w w _ NE 12TH ST �,. S SS ss �s SS ss U] OHU OHU OHU OHU � Ob�I�U '' OHU OHU OHU �\ ��� .. , 249 SO \�\\' 'V —,.� � �`��'\ i 27.0 \\ 1 l TRACT AT0 I.:.46_ (NATIVE GROWTH �\ \�\� 234 LOT 3 I LOT 2 I = '.� LOT 1 t \ Q21 \ \ \ 2� 2 �\ 5103 SF , 4979 SF I 5000 SF PROTECTION TRACT) \� _2 2U 08 oj�\\\ �� 0 6 O ♦ I I �\ To \ \ 26,581 SF o202 �` \\\ \ 15' lg 13� <`3�73\\,-,SD 7758\\606�16 60'cp' k �6\\�t-R\cd'd�� �9?\49�0 �, --- -- rll" ISTISite PlanUSE'; 0 20 40 80 ( IN FEET ) 1 inch 40 ft. ABBEY ROAD GROUP LAND DEV. SERVICES COMPANY P.O. BOX 1224 PUYALLUP, WA 98371 (253)435-3699 W (206) 446-3159 F PHIL. BECKER@ABBEYROADGROUP.COM STRUCTURAL: PCS STRUCTURAL SOLUTIONS 2360 PACIFIC AVENUE, STE 701 TACOMA, WA 98402 JACK PINKARD J PI N KARD@PCS-STRU CTU RAL.COM (253)383-2797 W (253) 383-1557 F (253) 241-5777 C GEOTECHNICAL ENGINEER: ABBEY ROAD GROUP LAND KRAZAN & ASSOCIATES DEV. SERVICES COMPANY 825 CENTER STREET, SUITE A GIL HULSMANN TACOMA, WA 98409 P.O. BOX 1224 VIJAY CHAUDHARY PUYALLUP, WA 98371 VIJAYCHAUDHARY@KRAZAN.COM (253)435-3699 W (253)939-2500 W (253) 446-3159 F (253) 939-2556 F GIL.HULSMANN@ABBEYROADGROUP.COM ELECTRICAL / MECHANICAL FIRE / PLUMBING: TBD TBD Abbey Road Group Land Development Services Company, LLC 2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372 P.O. Box 1224, Puyallup, WA 98371 (253) 435-3699, Fax (253) 446-3159 11/24/2021 CIVIL PLANS SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 TABLE OF CONTENTS SHEET 14 COVER SHEET SHEET 15 MASTER LEGEND SHEET 16 EXISTING CONDITIONS SHEET 17 PRELIMINARY SHORT PLAT PLAN SHEET 18 PROPOSED EASEMENT DIMENSIONS SHEET 19 TESC PLAN TESC NOTES TESC DETAILS GRADING PLAN GRADING NOTES & DETAILS DRAINAGE CONTROL PLAN DRAINAGE NOTES & DETAILS DRAINAGE NOTES & DETAILS PHASING NO PHASING HAS BEEN PROPOSED. THE PROJECT IS ANTICIPATED TO BE COMPLETED UPON PERMIT APPROVALS. SURVEY DATA BASIS OF BEARINGS HELD CALCULATED GRID BEARING OF SOUTH 89' 33' 29" EAST ALONG NORTH 12TH STREET BETWEEN CITY OF RENTON MONUMENT #71 AND CITY OF RENTON MONUMENT #57, RESPECTIVELY. VERTICAL DATUM NAVD 88 (AS PER CITY OF RENTON) LEGAL DESCRIPTION THE NORTH 100 FEET OF TRACT 27, HARRIES GARDEN HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 34 OF PLATS, PAGE 38, RECORDS OF KING COUNTY AUDITOR. EXCEPT THE EAST 27 FEET THEREOF FOR ROAD PURPOSES; AND EXCEPT THAT PORTION AS CONDEMNED BY THE STATE OF WASHINGTON IN SUPERIOR COURT CAUSE NO. 656773; ALSO EXCEPT THAT PORTION CONVEYED TO PUGET SOUND POWER AND LIGHT COMPANY BY DEED RECORDED UNDER REOCRDING NO. 7309140293, LYING WESTERLY OF A LINE DRAWN AT RIGHT ANGLES FROM A POINT ON THE NORTH LINE 85 FEET EAST FROM THE NORTHWEST CORNER THEREOF; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. OF RENTON REDLINES 3.18.21 OF RENTON REDLINES 5.24.21 OF RENTON REDLINES 7.21.21 NO. I REVISION WATER PLAN WATER NOTES & DETAILS SANITARY SEWER PLAN SANITARY SEWER NOTES & DETAILS FRONTAGE IMPROVEMENT PLAN FIRE ACCESS PLAN LANDSCAPE PLANS SHEET 1 COVER SHEET SHEET 2 TREE PLAN SHEET 3 LANDSCAPE PLAN SHEET 4 IRRIGATION PLAN SHEET 5 LANDSCAPE DETAILS SHEET 6 IRRIGATION DETAILS — — OHU CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURE ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED AUGUST 10, 2020. 2. THE APPLICANT SHALL ADHERE TO THE RECOMMENDATIONS CONTAINED IN THE TREE RETENTION PLAN PREPARED BY ASPEN DESIGN GROUP AND DATED FEBRUARY 18, 2020, OR AN UPDATED REPORT SUBMITTED AT A LATER DATE. 3. THE APPLICANT SHALL ADD A NOTE TO THE FACE OF THE PLAT THAT INCLUDES LANGUAGE REQUIRING ANY FUTURE HOME ON PROPOSED LOT 3 TO BE CONSTRUCTED PER THE DEVELOPMENT STANDARDS IN PLACE AT THE TIME OF BUILDING PERMIT APPLICATION WITHOUT A VARIANCE OR MODIFICATION. THE APPLICANT SHALL PROVIDE A COPY OF THE PROPOSED PREVENTATIVE LANGUAGE AT THE TIME OF FINAL SHORT PLAT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 4. THE APPLICANT SHALL UTILIZE A JOINT -USE DRIVEWAY OFF OF NE 12TH ST FOR ACCESS TO PROPOSED LOTS 1 AND 2. A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE PLAT. 5. THE APPLICANT SHALL SUBMIT AN UPDATED SHORT PLAT MAP THAT SHOWS THE ENTIRE NATIVE GROWTH PROTECTION AREA WITHIN A SEPARATE TRACT. IN ADDITION , THE UPDATED MAP SHALL DEMONSTRATE COMPLIANCE WITH THE R-8 LOT WIDTH, DEPTH, AND SIZE STANDARDS FOR EACH PROPOSED NEW LOT. THE UPDATED MAP SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CIVIL CONSTRUCTION PERMIT APPLICATION. 6. THE APPLICANT SHALL CREATE AND RECORD A NATIVE GROWTH PROTECTION EASEMENT (NGPE) FOR THE AREA CONTAINED WITHIN THE PROTECTED SLOPES AND ASSOCIATED BUFFERS OVER THE UPDATED CRITICAL AREAS TRACT PRIOR TO OR CONCURRENT WITH SHORT PLAT RECORDING. EACH OWNER OF LOTS 1-3 SHALL HAVE A FRACTIONAL INTEREST IN THE CRITICAL AREAS TRACT IN ORDER TO PROTECT THE TRACT IN PERPETUITY. HJ 4/16/2021 IGH suRVEYED: L. WALKER HJ 5/27/2021 GH DESIGNED: HJ 7/27/2021 GH J. BROWN DRAWN: H. JASTRZEMBSKI CHECKED: J. BROWN BY DATE APPR APPROVED: G. HULSMANN SCALE: 1"=40' 11 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO THE START OF CONSTRUCTION. CALL BEFORE YOU DIG (811) WWW.WASH I NGTON811.COM PROJECT SPECIFICATIONS (PROPOSED DEVELOPMENT AREA) PROJECT DATA: PROJECT NAME: MEI LIN VIEW ABBEY ROAD JOB#: 19-174 APPLICANT/AGENT: NAME: ABBEY ROAD GROUP LAND DEVELOPMENT SERVICES COMPANY ADDRESS: P.O. BOX 1224, C\1 PUYALLUP WA 98371 PHONE: (253) 435-3699 CO O PARCEL NO. 311990-0160 O SITE ADDRESS: 1833 NE 12TH STREET N RENTON, WA 98056 V ZONING: RESIDENTIAL 8 (R-8) PARCEL SIZE: 41,000 SF/0.94 AC SETBACK: FRONT - 20' REAR - 20' SIDE - 5' MINIMUM LOT SIZE: 5000 SF AVERAGE LOT SIZE: 5027 SF Q Q SMALLEST LOT SIZE: 4979 SF Q O C) PROPOSED LAND USE: RESIDENTIAL MEDIUM DENSITY (MD) O NO. OF DWELLING UNITS: 3 PER ACRE 1 N Q DOMESTIC WATER SOURCE: CITY OF RENTON SEWAGE DISPOSAL SYSTEM: CITY OF RENTON J SITE SPECIFICATIONS SITE DATA: (EXISTING) ASSESSORS/TAX PARCEL NUMBER(S): 311990-0160 PARCEL/SITE SIZE: 41,000 SF / 0.94 ACRES SECTION/TOWNSHIP/RANGE: 08/23N/05E DEVELOPMENT JURISDICTION: CITY OF RENTON SITE ADDRESS: 1833 NE 12TH STREET RENTON, WA 98056 ZONING: R-8 (SINGLE FAMILY) DENSITY: MIN: 4 DWELLING UNITS MAX: 8 DWELLING UNITS PRESENT USE: VACANT (SINGLE-FAMILY) SENSITIVE AREAS: NO WETLANDS: NO FLOOD PLAIN HAZARD AREAS: NO EROSION HAZARD AREAS: YES (HIGH) LANDSLIDE HAZARD AREAS: YES (HIGH) COAL MINE HAZARD AREAS: NO SEISMIC HAZARD AREAS: NO CREEKS/STREAMS: NO LAKES: NO STEEP SLOPES(10% OR GREATER): YES VOLCANIC: NO WILDLIFE HABITAT: NO SHORELINE CLASSIFICATION: NO IMPERVIOUS AREAS: 1,040 SF/0.02 ACRES PERVIOUS AREAS: 39,960 SF/ 0.92 ACRES R-417201 ADJACENT ZONING: R-8 (SINGLE FAMILY) G ONAL FIRE AUTHORITY APPROVED ^Toti d4 Oy0(F,y cthomas 12/21/2021 PJt�Q? ;;R C T Y OF RENTON V4001• Planning/Building/Public Works Dept. S-417201 W-417201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING * SURFACE WATER UTILITY NJanders 12/20/2021 J Farah 12/20/2021 L WASTEWATER UTILITY WATER UTILITY JStowell 12/21 /2021 I FitzJames 12/21 /2021 DATE: MEI LIN VIEW 11/24/2021 1833 NE 12TH ST FIELD60DK: PAGE RENTON WA 98056 7 DRAWING N0: COVER SHEET SHEET: OF: 1 19 H H O N rr ►i W z_ J CLLJ G @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved. These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights. These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC. ABBREVIATIONS AC = ASPHALTIC CONCRETE SURFACE BRW = BOTTOM OF RETAINING WALL BR = BOTTOM OF ROCKERY BS = BOTTOM OF SWALE CB = CATCH BASIN CC=CONCRETE CURB CG = CONCRETE GUTTER CL = CENTERLINE CONC = CONCRETE CTR = CENTER DI = DUCTILE IRON EA = EDGE OF ASPHALT EX = EXISTING FF = FINISH FLOOR FL = FLOW LINE G = GAS MAIN HC = HANDICAP PARKING STALL IE = NVERT ELEVATION LS = LANDSCAPE OHP = OVERHEAD POWER P = PROPERTY LINE L PT = POINT k' 1:1. M 0P SIGNALIZATION SYMBOL DESCRIPTION EXST PROP AERIAL: v AERIAL DISCONNECT AERIAL TERMINAL COMPARTMENT DETECTORS: F_ - DETECTOR LOOP TYPE I L_ -1 F_ - DETECTOR LOOP TYPE II L_ -1 'El— PEDESTRIAN DETECTOR A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON MASTER LEGEND EMERGENCY VEHICLE INDICATOR LIGHTS: . � FLASHING WARNING SYSTEM 4-1- INDICATOR LIGHTS EVP SENSOR x A:]► EVP SENSOR W/ INDICATOR LIGHTS J BOX/CONTROLLERS: z z m m A ❑ JUNCTION BOX (TYPE I, II, III) FI7 CONTROL CABINET LA ® ® SERVICE CABINET NOTES: POLE NOTE Z WIRE NOTE PVC = POLYVINYL CHLORIDE R = RADIUS ROW = RIGHT OF WAY SF = SQUARE FEET SL = SLOPE SS = SANITARY SEWER SSCO = SANITATY SEWER CLEANOUT SSMH = SANITARTY SEWER MANHOLE SD = STORM DRAIN TA = TOP OF ASPHALT TC = TOP OF CONCRETE TRW = TOP OF RETAINING WALL TR = TOP OF ROCKERY TW = TOP OF SIDEWALK TYP = TYPICAL W = WATER VP = VENT PIPE (P) = PER PLAT UNDER RECORDING (M) = MEASURED DATA (R) = RECORD DATA Abbey Road Group Land Development Services Company, LLC 2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372 P.O. Box 1224, Puyallup, WA 98371 (253) 435-3699, Fax (253) 446-3159 M F 'k-: d 21f792 �4"GJSTV&: �SSIONAI, 11/24/2021 WATER SYMBOL DESCRIPTION EXST PROP WCAP J WCAP CAP/PLUG #CPL *CPL COUPLING OGP .CP GUARD POST DORED ►RED REDUCER aTB �Te THRUST BLOCK eSP. 9SP. SPRINKLER HEAD SNM ow WATER METER FIRE HYDRANTS: aH AFH 2—NOZZLE QFH -44H 3—NOZZLE JOINTS: NFL II FL FLANGE/BLIND FL [VJ Lmr MECHANICAL (WHUB CWHUB PUSH—ON/HUB THD I THD THREAD VALVES: I ��T?Do #AIR AIR RELIEF Teo BLOW -OFF ftF ftF BUTTERFLY $,rK TIXK CHECK WV ►%v GATE/GENERAL qpV I♦PV PLUG VALVE I.0 FC ADAPTER, FL. x M.J. BENDS: 90 DEGREE BEND, FL. ,l-1 X--i 45 DEGREE BEND, FL. 22.5 DEGREE BEND, FL. H H 11.25 DEGREE BEND, FL. �C �C 90 DEGREE BEND, M.J. „rC �_C 45 DEGREE BEND, M.J. 22.5 DEGREE BEND, M.J. 11.25 DEGREE BEND, M.J. F� VERTICAL BEND, FL. VERTICAL BEND, M.J. REDUCERS: DI H REDUCER, FL. W x REDUCER, M.J. 3N 30.1 REDUCER, M.J. x FL. D > REDUCER, M.J. x P.E. VC K REDUCER, P.E. x M.J. FL. x M.J. TEES. IK IIK TAPPING TEE & VALVE FL. x M.J. P TEE, FL. ]YC TEE, M.J. 3Jk ]-I-C TEE, M.J. x FL. VAL VES: VC BUTTERFLY VALVE FL. x M.J. > A BUTTERFLY VALVE, M.J. DC K GATE VALVE, FL, x M.J. 3-C J'C GATE VALVE, M.J. UTILITIES EXST PROP mV MM GAS METER av My GAS VALVE GAS VENT/BLOW—OFF OP FRAN IMF TRAN PAD MOUNTED TRANSFORMER OPOW V OPOw v POWER VAULT IZATRANS TWR *TRANS TWR TRANSMISSION TOWER OPP fTP UTILITY POLE &—UPA C--CPAP UTILITY POLE ANCHOR oTEL R mTEL R TELEPHONE RISER OTEL V FITEL v TELEPHONE VAULT 0 ❑11 TELEPHONE BOOTH oUT OUT MISC UTIL BOX OUT 0 MISC UTIL MANHOLE © CONDUIT o GUY POLE NOTES: EXISTING UTILITY COLORS CORRESPOND TO COLOR CODE SPECIFIED BY THE UTILITIES UNDERGROUND LOCATION CENTER AS FOLLOWS: ELECTRIC/POWER — RED (1) GAS & OIL — YELLOW (2) PHONE & CATV — ORANGE (30) WATER — BLUE (5) SEWER — GREEN (106) SAN ITARY/STORM SYMBOL DESCRIPTION EXST PROP oC.O. . SAN. SEWER CLEAN OUT 0VH • SAN. SEWER MANHOLE ❑C B. ■ STORM DRAIN CATCH BASIN STORM DRAIN * CULVERT @MH OO MANHOLE STORM DRAIN ®DW ® STORM DRAIN DRYWELL p,N. p STORM DRAIN INLET CEP] SEPTIC TANK ® o LOG WEIR O O STORM DRAINAGE RESTRICTOR/OIL POLLUTION CONTROL DEVICE 1 ICITY OF RENTON REDLINES 3.18.21 HJ 4/16/2021 IGH SURVEYED: L. WALKER SCALE: 2 CITY OF RENTON REDLINES 5.24.21 HJ 5/27/2021 GH DESIGNED: J. BROWN 3 CITY OF RENTON REDLINES 7.21.21 HJ 7/27/2021 GH DRAWN: H.JASTRZEMBSKI ONE INCH CHECKED: J. BROWN AT FULL SCALE IF NOT ONE INCH N0. REVISION BY DATE A P P R SCALE ACCORDINGLY APPROVED: G. HULSMANN V`R] C TY 0F RENTON Planning/Building/Public Works Dept. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO THE START OF CONSTRUCTION. CALL BEFORE YOU DIG (811) WWW.WAS H I N GTON811. COM R-417202 S-417202 W-417202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 12/20/2021 % . FWASTE,'WATER UTILITY ll 12/21 /2021 DATE: M E I L I N VIEW 11 /24/2021 1833 NE 12TH ST EIELDBOOK PAGE: RENTON WA 98056 7 DRAWING N0: MASTER LEGEND SHEET: OF: 2 19 H H T N U C) 0 C) 0 I O Q J 0 N rr n T N rr 1- @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved. These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights. These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC. A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON WATER PLAN N 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. O EXISTING � 1 uK1wuKHliv cH 1 cHBASIN 0 x1� u1v� �) i uKMUKHnv �ATCHBASIN TYPE I :Y SEWER TYPE I RIM= 239.27 MA OLE-WITH EXTERIOR DROP 'IM- 248.73 EXISTING STORMDRAIN CATCHBASIN 06 IE=237.62 4" CPP (N) RIM- 245.It=z4o.j4 4" CPP (N) EX. 6" CAST IRON WATER MAIN TYPE I WITH SOLID LID IE- 237.52 12" DI (E) IE=238.62 8" CONC. E)-UPPER PORTION OF DROP IE= 246.13 12" DI (E) RIM= 257.02 IE= 237.43 12" DI (SW) IE-229.86 8" CONC (E)-LOWER PORTION OF DROP O IE- 245 78 12" F)I IE-254.37 12" DI (N) /\ IE=229.76 8" CON( 1 IE= 254.65 8" DI (S) LADDER IE= 254.22 12" DI (W) EXISTING STORMDRAIN OqR UTLET / 5 O IE= 233.16 12" DI (NE) \ SD D \ \\ \ \ \ �• \ \ \\ NE 12TH ST EXISTING SPLASH PAD W W l \ 0 h 'N , V% � W �, W W W W '�V W W W / 1 \ \ \ \ \ \ \ (PUBLIC RIGHT OF WAY) \ \ \ OG 2 I / - I _ _ �ss ss sS \ ss \ Ss - \ N89° 33 18"W(SECTION LINE) 2648.94'(CALC) \ - S5 SS SS SS SS SS SSA 7. 7 S5 12.75' \ �/ 1 \ \ I \ \ - `� \ \ EXISTING SAN, MANH ER \ 1 S �\ 41 .90 N 12 TH \ 0 / RIM= 238.7 ` I \ IE=229.39 (CENTER CHANNEL) 8' C0NC. (E, W) \ G OS OS \ ,2 OP I \ LADDER= (S) \� 1 1 Q �o \ - �� H1 1 ems°(IS 17 \ - p \ 1 \� sD -� OHU \ -111U � HU ` \ OHU � OHU � 0HU � � 01\ � OHU \ \ \01 U U OH � HU 0 ' a.0 OHU. C4H U� �- , 0 1OHU Hit. OHU a. a 5.00'(DEED \ ; f 218.02' 415.87 _ - - \\ - �\ 01` \ \ \ OF1U' �U \�S I 97.85' a 0. T T- \ OH� OH U � - (O u �\\ '3 ��\ 2 � 1 \ 3 RETAINING LL EXISTING 6'�AONC. 0 U-lam \ 15.0' WITH VARYING HEIGHT WOOD �� U��' LU \ \ t \ I f 1 L1 \ \ �, \ FENCE. OH ICORNER OF WALL IS 0.58' T N ITAR EWER a \ \ EASTERLY OF CALCULATED �0 15. STUB B RD r------------ DEED CORNER TOP OF \ I 20 BSBL yr - c �\ \ \ \ \ \ ` \ \\� \ \ \ \ 4 EXISTING SLOPE �'L2 OF�OA �- s �t27.0' \\ \ \ \ \ \ \ \ ^ \ \ _- '\ \ \ \ I �6 \\ \ 7D \ `�\ 27' BSBL I �27' BSBL l ` 1 �� -\ \ I \ I I \ \ \ \2 ? 2 \ L3 0 \2�6 ��. mi �'o � o Qi_ \ i Ln o \ 15' �d �`. \ nio0 0 \ 34 L 3 IN LOT ' F a1:: LOT 1 m' o \ cv \ \ \ m i�l. 0 o o 27 212�\ \\\ \� ��\ T \15\ '� 510`, a �- 4 9 SF I I �'; z EXISTING 6" CONC. 0 SFC i RETAINING WALL 144 MAPLE f \ \ \ \ �2 �2Os?08 ` \ \\\ \ \\ j' \ \ 0 1 Ire ��WITH VARYING HEIGHT WOOD IV�1F % \ \ \� \\ \ \ \ \ \ \ \°A� \ \ \\ �\\L4� i \ ``� I z i / �57' i o im \ EX TING 6' \ \ \ \ \ ? 202 \ \ \ \ \ 15' TOP OF SLOPE T 30 FIR `� I 2 i z l CHAT K FEI, `J FENCE. \ �198 °0 - \ \ \ \ \� BUFFER \ ~ \ \ 19' DRIPLINE I X I I �/ 6 - TRACT A \ \\ L8 I I \x . (NATIVE GROWTH \ �� ' J 7 J '7 'I �7 J J J l-i ]\ \ > > > > > I 9 LD ��-- -- r�--------- r- --- 20' B L-1- \� \ cP cP 9 cP 19 \ \ \ \ \ \ \ \ \ \ \\ \ \ \------ �° Q� JS?5'2 S2 SQ S6 /S8 60 6� 6Q �6 o o cv 0 2 A'----' \ ' \ / \ \ \ \ Q \ , PROTECTION TRACT 24" FIR \ J RETSAINING 'WA L C ) `14" MAPLE \ \ \ \ \ \ \ \ \ \ \ �\ i 0 28 RIPLINE i \ 36" CEDA WITH VARYING HEIGHT WOOD 26, 581 SF \ 14" MAPLE \ \L6 1 d v 20' DRIPLINE FENCE. \� \ \ \ \ \ 14" MAPI \ \ \ \ \ \ \ \ \ 4M M P E \ \ ~ \ _ 30" MAPLE \\ \� \ \ L7 _ \ i \ 1 0ND WFWALL IS OF CALCULOATED BY \ \ 321.57' \ DEED CORNER 77 44.17' S0.00' - '\ \ 1 \ N89° 33' 18"W 415.74' \ �\EXISTINC 6" WOOD \ 1 �� FENCE ANGLE POINT J EXISTING 6' WOOD , � 1.0 NORTHERLYL FENCE Abbey Road Group Land Development Services Company, LLC 2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372 P.O. Box 1224, Puyallup, WA 98371 (253) 435-3699, Fax (253) 446-3159 LI CONSTRUCTION NOTES O NEW 1" WATER SERVICE TAP PER CITY STANDARD PLAN 320.1. SERVICE SHALL BE INSTALLED BY CITY FORCES. O2 EXISTING WATER SERVICE TO BE CUT AND CAPPED AT THE MAIN BY CITY FORCES. O NEW 1" SERVICE WATER METER PER CITY STANDARD PLAN 320.1. METER SHALL BE INSTALLED BY CITY FORCES. 40 NEW 1" PRESSURE REDUCING VALVE (PRV) PER CITY STD PLAN 340.5. A SEPARATE PLUMBING PERMIT WILL BE REQUIRED O5 SAWCUT AND PATCH ASPHALT PER CITY OF RENTON STANDARD. OF CALCULATED DEED LINE TREE DRIPLINE (TYPICAL) ;i EXISTING HOUSE 6 THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO THE START OF CONSTRUCTION. CALL BEFORE YOU DIG (811) WWW.WASH I NGTON811.COM 127.04' CHU - OHL OA S E P A R A TE WATER PERM I T WILL B E R E Q U I RED AS A CONDITION OF APPROVAL, THE SERVICE LINE FOR LOT 3 SHALL BE FOR INSTALLATION OF WATER SERVICE, DROP IN 10 INSTALLED ATA90°ANGLE TO THE MAIN. THE METER BOX SHALL BE METER AND REMOVAL OF EXISTING. LOCATED BEHIND THE SIDEWALK AND IN A PUBLIC RIGHT OF WAY. 07 INSTALL 5" STORZ ADAPTER ON EXISTING HYDRANT. O8 EX. WATER SERVICE TO PARCEL 3343902561. O9 THE FRONT SETBACK IS 20 FEET PER R-8 ZONING. HOWEVER, THIS 20 FOOT FRONT SETBACK NEEDS TO BE ADJUSTED TO ACCOMMODATE THE PROPOSED 15' WIDE DRAINAGE EASEMENT AND AN ADDITIONAL 2' SETBACK FROM EASEMENT TO BSBL PER SECTION 4.2.2 ITEM 7 EXCEPTION, RESULTING IN A 27' FRONT SETBACK. CITY OF RENTON REDLINES 3.18.21 HJ 4/16/2021 GH SURVEYED: L. WALKER SCALE: " VERTICAL: NAVD 1988 83/1 HORIZONTAL: NAD 1983991 DESIGNED: J. BROWN CITY OF RENTON REDLINES 5.24.21 HJ 5/27/2021 GH 1 = 20' CITY OF RENTON REDLINES 7.21.21 HJ 7/27/2021 GH UL "'IMB RENTON DRAWN: H. JASTRZEMBSKI ONE INCH DATUM • CHECKED: J. BROWN IF NOT AT FULL SCALE ONE INCH Planning/Building/Public�T~ Works Dept. N 0. REVISION BY DATE A P P R SCALE ACCORDINGLY APPROVED: G. HULSMANN W-417203 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING n. WATER UTILITY fAll NJanders 12/20/2021 I FitzJames 12/21 /2021 MEI LIN VIEW 1833 NE 12TH ST RENTON, WA 98056 WATER PLAN DATE: 11 /24/2021 PAGE: SHEET: 14 OF: 19 H H T U N Q J H H N W Z J W 75 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved. These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights. These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC. Utility Specifications Water Utility Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/ Building/ Public Works Department and the latest 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. 2. 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. 3. All locations of existing utilities shown are approximate and it shall be the contractor's 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. 4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction meeting. 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 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 and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical joint. 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 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 fittings shall in accordance with either ANSI/AWWA C110-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 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 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 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 obtained by the contractor and transmitted to the owner. 8. Gate valves 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 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. 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 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). 10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall 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 shall be forged and/ or extruded 6061-T6 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. 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. 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. �1 Abbey Road Group Land Development Services Company, LLC 2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372 P.O. Box 1224, Puyallup, WA 98371 (253) 435-3699, Fax (253) 446-3159 A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON WATER NOTES & DETAILS 15. All watermains 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. 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 Swab -AS or approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating on the rear of `PIG"only. 17. "PIGS"shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning 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 of the City 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 shall not exceed the number of gallons per hour as listed in City of Renton Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test 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 NOT be placed in the pipe as laid. Chlorine shall be metered/ injected in accordance with Section 7- 11.3(12)E or 7-11.3(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 contractor's responsibility to secure all necessary permits prior to starting construction. 23. Installation of corporate stops, water services, lines and meters shall not be done until all 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 wet 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 notifications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services twenty four (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall keep as -built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and 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, 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 an existing expansion joint. 29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to placement of final patch. 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 areas and schedule 80 PVC pipe under improved areas. IS VA-'' V, 11/24/2021 ITY OF RENTON REDLINES 3.18.21 ITY OF RENTON REDLINES 5.24.21 ITY OF RENTON REDLINES 7.21.21 N0. 1 REVISION HJ 4/16/2021 IGH HJ 5/27/2021 JGH HJ 17/27/2021 IGH SURVEYED: L. WALKER DESIGNED: J. BROWN DRAWN: H. JASTRZEMBSKI CHECKED: J. BROWN APPROVED: G. HULSMANN 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK C IRON DIAMOND PLATE COVER EQUAL TO MID -STATES INC. MSCBC-1324-R WITH READER LID AND 2 DRILLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) - 9" MIN FINISH GRADE 12" MA. z 0 36" MIN COVER M c) 22-1/2' 'IEW DUCTILE IRON WATERMAIN WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH TH E LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFUCrS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (Moo) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING, 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. PUBLIC WORKS STD. PLAN - 300.0 � �'•` � DEPARTMENT WATER PLAN GENERAL NOTES MARCH 2O10 8 CITY PRIVATE PIPING PIPING 7I IN UNIMPROVED RIGHT OF ? WAY INSTALL METER BOX AT IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 "PT PLUG x COMPRESSION COUPLING � PROPERTY LINE WITH 12" � w LONG COPPER TAILPIECE. w aI SIDEWALK a J TOUCHREAD WATER METER TO BE 12 SUPPLIED BY THE CITY I z Q � � g> TYPE "K" COPPER SOFT TUBING o �' L-LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/B%3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215W00033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VSH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC0044, OR MUELLER: 1-3-2470-2 (3/4" FB1000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F81000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY, EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE -7 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID �� TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. � PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN - 320.1 DEPARTMENT NOVEMBER 2009 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ,� CITY OF RENTON • Planning/Building/Public Works Dept. INSIDE HOUSE PREFERRED CONFIGURATION �yJ 5 2 3 10 8 10 4 2 FLU THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO THE START OF CONSTRUCTION. CALL BEFORE YOU DIG (811) WWW.WASH I NGTON811.COM ADJACENT TO WATER METER PROPERTY LINE SAWDUST 5 6 9 5 FILL 24" MIN 7 7 7 6„ FROM 6•• PEA TYRAV L WATER METER 1 10 3 10 8 10 4 O2 FLOW 2 OUTSIDE FOUNDATION 5 fi 9 5 SAWDUST FILL 24" MIN. " 6" 6- PEA( T,PAVEL 2 10 3 10 B 10 4 2 FLOW FOR 3/4" AND 1" SERVICE (3/4" SHOWN) # ITEM AMT 1 90' GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 2 EA. THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85- 33 OR EQUIVALENT 3 PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 EA. WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. 5 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA. CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 J INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE REQUIRED 8 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA. 9 1/4" PETCOCK (M X F) 1 EA, 10 3/4" BRASS NIPPLE VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. INSTALLATION THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION �Y PUBLIC WORKS 3/4" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN - 340.5 ` DEPARTMENT VALVE ASSEMBLY MARCH 2O10 W-417204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LN EVELOPMENT ENGINEERING � �'Is AK 7%] Janders 12/20/2021 WATER UTILITY [ffitzJames 12/21 /2021 ' MEI LIN VIEW 1833 NE 12TH ST RENTON, WA 98056 WATER NOTES & DETAILS DATE: 11 /24/2021 FIELDBOOK: PAGE: r►"1 T N U H H H N Q Z) J N n� 15 19