Loading...
HomeMy WebLinkAboutzS-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 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved. CM PI These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land T 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. N 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 SANITARY SEWER PLAN 1� 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. EXISTING cTnPI`Mc'AIN CATCHBASIN TYPE I EXISTING SANITARY SEWER RIM- 239.27 MANHOLE -WITH EXTERIOR DROP RIM= 245.06 -237.62 41 CP (N) 237.5 E= 237.52 12" DI IE=238.62 8" CONC. (E)-UPPER PORTION OF DROP (E) IE- 237.43 12" DI (SW) IE=229.86 8" CONC. (E)-L OWER PORTION OF DROP ` \ IE=229.76 8" CONC. (W) LADDER= (S) EXISTING STORMDRAIN OUTLET / 1 \ \ NE 12TH SIT EXISTING SPLASH PAD \ \ `'0 W W (PUBLIC RIGHT OF WAY) i ` \ / 1 O SS SS SS SS : S� I SS S SS SS GO O • ; \ OP EXISTING SANITARY SEWER1� \ 1 1 G (IS \ OS \ \ \ I l \ \ C \ \ \ \ MANHOLE a 38.72 oS� \ RIM as \IE=229.39 (CENTER CHANNEL) 8" CONC. (E,W)\' UI OHU \ \ 81�U HU ` \ OHU OHU OHU� °� LADS R- (S)`� �H U \OH SD o HU OHS 0 OHU. C1H a 0 U s � v \ OHU vim\ �\ 218.02' ° a O U \� 97.85' a d ; 0.00' : s'�� \\ \ \ \ 1 I ~ OHU °HU 0U �OAU \ OVA' \ a ? l 1 OHO 0 4 U 15. 1 i 20 BSBL------ 2 \\ --- --- ° J 27' BSBL i i ---\ 27' BSBL�C- \ \\ \ \ \ \ \ \ \ \ EXISTING SANITARY SEWER �� \ m"7 o o Qi STUB BOARD o 1 > \ \ \ \ \ \ \\ \ \ TOP OF BOARD= \ \ \ I l T AC\ A \ \ \ \ \ \\ . 242.60' \���, �, W OT 2 '° \ LOT 1 Ln (NATIVE \GROWTH+ \ \ \ \ �� \\\ \ \� \ To \15� '� 510� i o ��, 49 SF 5000 SF LJJ \ \ \\ \ \\ \ \� \ \„ MAPLE\ \ i \ \ l ( PROTE\TION\TRAC\ \ \ \ \ \ \ \ 14 M� L \ � 6 581 \ \ `� \\ `. CD \ DO � m \ ' \ \ \ \ \� \ \ s \ \ 1 l \ \ \ \ \ \ \ \ \\ \ \15' TOP OF SLOPE T 3 z 0" FIR 1 \ \ \ \ \ \ \ \ \ \\ ~ \ \ \ \ \BUFFER ° 1 \ \ 19' DRIPLINE w \� \ \\ _ \\ \ \\ \� \ \ \ 1 \ \ \ \ 12" MAPLE \ \ \ \ L5 `� 20' BL ' _ 20'-B _ L - V`� 24" FIR 14" MAPLE \ � \ � 36" CEDA \ \ \ \ \ \ \ 28 RIPLINE \ \ \ \ MAPLE \L6 \ I \ 20' DRIPLINE � \ \ � � " \ � \ 14" MAPLE 14 \ \ \ \ \ \ \ \ \ \ \ \ 14M M P E \ \ \ \ 321.57' \ \ 30" MAPLE \ \ \� \ \ L7 I 44,17' — \ 50.00' FI :1 I. M EP 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 CONSTRUCTION NOTES 0 NEW SANITARY SEWER SERVICE PER CITY STANDARD PLAN 406.1. \ EXISTING SANITARY SEWER TO REMAIN. EXISTING SANITARY SEWER MAY BE RE —USED ONLY IF THE DEVELOPER PROVIDES A CCTV VIDEO OF THE STUB TO THE CITY AND IF FOUND TO BE ACCEPTABLE BY THE CITY, THE STUB MUST BE LINED. IF NOT ACCEPTABLE, DEVELOPER SHALL INSTALL A NEW SEWER STUB PER COR STD. PLAN 406.1. IF A CLEAN OUT DOES NOT EXIST ONE SHALL BE INSTALLED AT THE PROPERTY LINE. O SAWCUT AND PATCH ASPHALT PER CITY OF RENTON STANDARD. EXISTING STORMDRAIN CATCHBASIN- TYPE I WITH SOLID LID RIM- 257.02 IE=254.37 12" DI (N) IE= 254.65 8" DI (S) IE= 254.22 12" DI (W) TREE DRIPLINE TYPICAL EXISTING !i HOUSE ii \ 6" SS CLEANOUT (1' BACK OF PROPERTY LINE) IE OF STUB AT PROPERTY LINE = 240.50 \5 6" SS CLEANOUT (1' BACK OF PROPERTY LINE) IE OF STUB AT PROPERTY LINE = 243.00 \6 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. 1 CITY OF RENTON REDLINES 3.18.21 HJ 4/16/2021 GH SURVEYED: L. WALKER 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 CHECKED: J. BROWN NO. REVISION BY DATE APPR APPROVED: G. HULSMANN SCALE: 1"=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Aoft C TY 0F tt® RENTON • Planning/Building/Public Works Dept. I W W - SS \ SS 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 T _ _ N Un SID C) 0 0 (OHU OHU OHL S-417203 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING `Janders 12/20/2021 WASTEWATER UTILITY JStowell 12/21 /2021 DATE: MEI LIN VIEW /2 PAGE: 4/2021 1833 NE 12TH ST FIEL B0 RENTON WA 98056 7 DRAWING NO - SANITARY SEWER PLAN «r. 16 19 0 C) i C) a J N T I N @ 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. DocuSign Envelope ID 3458681D-914F-4F2D-AB59-7C192D3978A3 WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND TI IE LATEST EDITION OF THE VVSDOT1APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS. PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORE( IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS, 6, ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITYTO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO 13USINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH la -INCHES, THOROUGHLY COMPACTING 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 FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9.03.19), B SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C900IC905 OR DUCTILE IRON CLASS 50. UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC ) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON 1N ACCORDANCE WITH STANDARD DETAIL 412 10_ OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SiJRFACkNG AGGREGATE (WSDOT SPECIFICATION 9.03 9(3)AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTiAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS 8 SPEC#FICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR 5 ,PLAN -413 �':~! PUBLIC WORKS WASTEWATER UTILITY APPROVED UR DEPARTMENT STANDARD NOTES Martin PastuchatO/26/2 DATE 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 2D I 1 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 SANITARY SEWER NOTES AND DETAILS DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ---------- __, EX. SEWER MAIN I 1 1 I I I I I 1 —1 SPOOL I I I Z I I I 1 I (LENGTH C AS NEEDED) I I I I I I I I I I I 6" SEWER STUB i i M Fo:• 1 1 1 I I I I I I I I SEWER MAIN TEE X 6" TEE j SIDEWALK TYP I I I I I I I I I COUPLING 1 > ( ) L—J—L---------J I 0 0 II x I� . I - ---- --—— ——— ———— —— — — — ——— --- L---j BEND AS REQUIRED EXISTING SANITARY SEWER MAIN r \ 6" SEWER STUB `SEWER MAIN SIZE X 6" TEE PROPERTY LINE 3'-0" MIN -{ FUTURE 4" SIDE SEWER O`C\----------:B 2". 4" STUD MARKING POST PAINTED 6" CAP WHITE WITH THE WORD "SEWER' STENCILED IN 3" HIGH BLACK LETTERS AND N6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD 6"X6"X6" SURFACE CLEANOUT MATH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8"IN DEPTH =3 FUTURE 4" SIDE SEWER 6"X6"X6" WYE `FUTURE 6"x 4" REDUCER ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN — CUT IN A NEW PVC "TEE" USING "STRONG —BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) B CONCRETE MAIN — CUT IN A NEW PVC "TEE" USING "STRONG —BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC do C900 PVC MAIN — CUT IN NEW TEE USING RIGID COUPLNGS OR CORE —DRILLED MATH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION — ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK —OUTS OR THE STRUCTURE SHALL BE CORE —DRILLED AND USE KOR—N—SEAL BOOTS OR APPROVED EQUAL NOTES 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN 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 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT—OF—WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHAL_ HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB STD. PLAN -406.1 VRI PUBLIC WORKS APP V nWby- - DEPARTMENT INSTALLATION Martin PaStUCft@V26/202 VOMOF (SEWER MAIN TO PROPERTY LINE) 18iFD98E 449D P. Worts DATE ITY OF RENTON REDLINES 3.18.21 ITY OF RENTON REDLINES 5.24.21 ITY OF RENTON REDLINES 7.21.21 NO. I REVISION HJ 4/16/2021 IGH HJ 5/27/2021 GH HJ 17/27/2021 IGH BY I DATE I APPR SURVEYED: L. WALKER DESIGNED J. BROWN DRAWN: H. JASTRZEMBSKI CHECKED: J. BROWN APPROVED: G. HULSMANN l,: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 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 S-417204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING A0WRL Wanders 12/20/2021 WASTEWATER UTILITY JStowell 12/21 /2021 DATE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 • T Y OF C M E I L I N VIEW 11 /24/2021 f;%R] I 1833 NE 12TH ST FIELDBOOK: RENTON RENTON WA 98056 PAGE: DATU " —• 7 DRAWING NO- Planning/Building/Public Works Dept. NOTES AND DETAILS SHEET: i7 OF 19 H H T N U ►�I