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HomeMy WebLinkAboutzR-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 N T O 0 LU @ 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 EXISTING CONDITIONS EXISTING STORMDRAIN CATCHBASIN EDGE ASPHALT ROAD LINCOLN PL NE (PRIVATE ROAD) EXISTING STORMDRAIN CATCHBASIN TYPE I EXISTING SANITARY SEWER TYPE I RIM= 239.27 MANHOLE -WITH EXTERIOR DROP RIM= 248.73 IE=237.62 4" CPP (N) RIM= 245.06 IE=246.54 4" CPP (N) IE= 237.52 12" DI (E) IE=238.62 8" CONC. (E)-UPPER PORTION OF DROP IE= 246.13 12" DI (E) IE= 237.43 12" DI (SW) 1 1 IE=229.86 8" CONC. (E)-LOWER PORTION OF DROP IE=229.76 8" CONC. (W) LADDER= (S) IE= 245.78 12" DI (W) ASPHALT DRIVEWAY -APPBOA H - - GUARD RAIL 1 EXISTING STORMDRAIN OUTLET / \ \ \ _ \\E \233.16 12" DI (NE)/ � , SD \ \ \ \ \ \ \ \ \\ \ NE 12TH ST EXISTING SPLASH PADS \ W" WW� (PUBLIC RIGHT OF WAY) i ` / SO S SS S SS SS \ 1 \ \ I 1 \ SD SD �1 W N W W W n SS ��� S EXISTING SANITARY SEWER \ 1 c \ _ASPHALT WEDGE \ I ( l MANHOLE 1 / \�'�o\ \ CONC. PAD CURB 1 l \ RIM= 238.72 4a \ J \ MOUNTED MAILBOX \ \ \ \ \ \ \ \ \ \ \ IE=229.39 (CENTER CHANNEL) 8" CONC. (E,W)- 1 \ \ \ 1 \ \ LADDER= (S) l OHU \ OHU HU ` OHU OHU OHU \ OHIJ �O U iU\- 0 U OHU 0 OHU OHU OHU OHU OHU v CHU O�U ASPHALT WEDGE CURB \ \ N 0 t0 20 40 ( IN FEET ) 1 inch = 20 ft. EXISTING STORMDRAIN CATCHBASIN- EX. 6" CAST IRON WATER MAIN TYPE I WITH SOLID LID ASPHALT DRIVEWAY RIM= 257.02 APPROACH IE=254.37 12" DI (N) IE= 254.65 8" DI (S) IE= 254.22 12" DI (W) \ ASPHALT WEDGE CURB -- I W h� W W �� W - SS�ASPHALT WEDGE CURB SS \ SS I TOP - 248 \2 �6 \ OHU OHU OHU OHU- OHU\� \ \ \ SITE BENCHMARK I \ mac\ \ \ I ELMAGNEETIC NAIL AND ANDN WASHER r'TOP OF I \ \ EXISTING SLOPE \ \\ \ \ \ \ \\ \\ EXISTING SANITARY SEWER a \ \ \ \ l \ M o 2 \ � �� STUB BOARD \ � \ � \ \ \ \ \ l \ \ \ \ O TUP OF BOARD= 2 242.60' \ \ \ \ 212\T \ \ \ 14" MAPLE"\ i\ \ \ 20 \ \\ \� \\_� �\ �° w MAPLE \ \ \ \ \ \ \ �2oQ 206 \ _202� � \ � \ \ \\ \ \ \\ \�\ � \ / / �Q� EXISTING 6' \ \ \ \ CHAINLINK FENCE \ 19' FIR 258 X , \ \ � \ \ � \ \ 19' DRIPLIN�- \ \ 198 96 _ 12" MAPLE W �6 �cQ LSD /S2 52. S \ S 76 > > > i \ w cP c9 O rn cp\ rn w o cP \ A 24" FIR 14" MAPLE \ \ \ \ \ \ \ \ \ \ \ c' O 28' DRIPLINE \ \ \ i \ 36" CEDAR \ 3d 20' DRIPLINE I \ \ 14" MAPLE 14\ \ \ \ \ \ \ 14" MAPLE \ \ \ " MAPLE � \ \ \ \ � � \ � 3MAPLE \ \ \ \\ \\ \\ TOP 1 \ 14" 0" MAPLE \ \ \ EXISTING 0\� \ \ \ \ \ \ \ KEYSTONE RETAINING NG NG EWALL \ IGHT\ EXISTING 6" W09D ~ \ \ , ~ END 1.0' NORTHERLY 1 FENCE ANGLE POINT/ EXISTING 6 WOOD CALCULATED \ L \ OF CALCULATED DEED- �- 1.0' NORTHERLY L FENCE SOUTH LINE OF THE NORTH 100 FEET LINE OF CALCULATED DEED , i i OF TRACT 27 LINE i,jiiji! i!ii,- TREE DRIPLINE OF HARRIES GARDEN HOME TRACTS �. / i i 11 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 05/27/2021 HORIZONTAL DATUM: NAD 83/91, NORTH ZONE, AS DEFINED BY THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK. ALL DISTANCES SHOWN HEREON ARE GROUND UNIT OF MEASUREMENT IS U.S. SURVEY FOOT. 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) PROJECT BENCHMARK CITY OF RENTON BENCHMARK #57 PUBLISHED ELEVATION: 326.50 FEET DESCRIPTION: ENCASED 3 BRASS DISK W/PUNCH AT THE CENTERLINE INTERSECTION OF NORTHEAST 12TH STREET AND EDMONDS AVENUE NORHTEAST. SITE BENCHMARK: ELEVATION: 239.10 FEET DESCRIPTION: MAGNETIC NAIL AND WASHER IN ASPHALT WEDGE CURB LOCATED IN THE WESTERLY END OF NORTH 12TH STREET, BEING A 1/2 SAC TURNAROUND SITUATED IN FRONT OF SITE. METHODOLOGY: THIS SURVEY WAS PERFORMED VIA CONVENTIONAL AND RADIAL TRAVERSE METHODS WITH A TOPCON PS103A 3" SECOND TOTAL STATION AND MEET OR EXCEED ACCURACY REQUIREMENTS CONTAINED IN WAC 332.130.090 REFERENCES: 1. WFG NATIONAL TITLE COMPANY ALTA COMMITMENT FOR TITLE INSURANCE, COMMITMENT ORDER NUMBER 18-148410 DATED JANUARY 26, 2018 AT 8:00 A.M. !% !j / (TYPICAL) r/ EXISTING HOUSE SURVEYORS NOTE: 1. DATE OF SURVEY: DECEMBER, 2019 2. FULL RELIANCE WAS PLACED UPON SUPPLIED TITLE REPORT. THERE MAY EXIST EASEMENTS OR MATTERS OF TITLE NOT PLOTTED HEREON. 3. THE REASON FOR THIS SURVEY IS FOR FUTURE CONTEMPLATED PLANNING AND DEVELOPMENT OF THE SUBJECT PARCEL. 4. THE INTERIOR LOTS SHOWN HEREON ARE TO BE CONSIDERED CONCEPTUAL AND ARE SUBJECT TO CHANGE. 5. IN ACCORDANCE WITH REVISED CODE OF WASHINGTON (R.C.W.) 58.09 AND THE WASHINGTON ADMINISTRATIVE CODE (W.A.C.) 332-130, THIS SURVEY MAY DEPICT OCCUPATIONAL INDICATORS THAT DIFFER FROM THE DEEDED LOT LINES (SUCH AS FENCES, ETC.). THESE INDICATORS, IF AT ALL PRESENT, MAY REPRESENT A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE. THIS SURVEY DOES NOT PURPORT TO RESOLVE SUCH MATTERS. 6. UTILITIES AS SHOWN HEREON ARE BASED ON FIELD SURVEY OBSERVATION OF UTILITY LOCATE SERVICES PERFORMED BY UNKNOWN LOCATING SERVICES, LLC., AND FIELD OBSERVED BY ABBEY ROAD GROUP, LLC ON DECEMBER 06, 2019. THE SURVEYOR DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR DOES CERTIFY THAT THEY ARE SHOWN AS ACCURATELY AS POSSIBLE FROM FIELD SURVEY AND PAINTED UTILITY LOCATE LINES. COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA IS CONSISTENT WITH QUALITY LEVEL (C) OF THE ASCE STANDARD GUIDELINES 38-02. 7. THE CONTOUR INTERVAL SHOWN HEREON IS 2 FOOT INTERVAL AND WAS COMPUTER GENERATED FROM DIRECT FIELD OBSERVATIONS AND SUPPLEMENTED WEST OF THE DEPICTED TOP OF BANK WITH 2O16 WESTERN KING COUNTY, DELIVERY 1, LIDAR DATA AS HELD BY THE PUGET SOUND LIDAR CONSORTIUM, REFERENCE TILE g47122E2325. ABBEY ROAD GROUP DOES NOT CERTIFY SAID LIDAR DATA AND IS SHOWN AS REFERENCE ONLY. 8. THE LIMITS AND AREA AGREED UPON BY ABBEY ROAD GROUP AND THE CLIENT WERE LIMITED TO THE PORTION LYING EASTERLY OF THE EXISTING TOP OF BANK OF THE SUBJECT PARCEL. 9. THE SCOPE OF UTILITIES TO BE DEPICTED FROM CLIENT REQUEST WAS LIMITED TO FIELD SURVEY. SOME SUPPLEMENTAL RECORD POSITIONS HAVE BEEN ADDED FOR CLARIFICATION, BUT AN EXHAUSTIVE RESEARCH ON SAID UTILITIES WERE NOT PERFORMED THIS SURVEY. 10. THE INTERIOR LOTS AS SHOWN HEREON ARE CONCEPTUAL AND SUBJECT TO CHANGE. 11. THIS SURVEY AND SURVEYORS CERTIFICATION DOES NOT EXTEND TO OTHER UNNAMED ENTITIES OTHER THAN WHICH IS CALLED IN THE SURVEYORS CERTIFICATE. CITY OF RENTON REDLINES 3.18.21 HJ 4/16/2021 GH SURVEYED: L. WALKER SCALE: 1 = 20' CITY OF RENTON REDLINES 5.24.21 HJ 5/27/2021 GH DESIGNED: J. BROWN 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 N 0. REVISION BY I DATE AP P R SCALE ACCORDINGLY APPROVED: G.HULSMANN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 0 \ SS DRIVEWAY AP\ ACH CURB CUT 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 CURB AND EXISTING SANITARY SEWER GUTTER WITH CONC. MANHOLE WALK RIM= 255.91 IE=245.95 8" CONC. (E,W) IE=245.97 8" CONC. (NW) LADDER= (S) T N U 1 (OHU OHU OHU \ -EXISTING 6" CONC. RETAINING WALL \ WITH VARYING HEIGHT WOOD Z 0 FENCE. CORNER OF WALL IS 0.58' W EASTERLY OF CALCULATED > O DEED CORNER Q O 27.0' C) FND 1/2" REBAR AND W C) t 1� CAP STAMPED O GTC LS 30444" AT J W N CALCULATED DEED CORNER \ E� Q VISITED 12/06/19 O \ I EXISTING 6" CONC. RETAINING WALL WITH VARYING HEIGHT WOOD J FENCE. CALCULATED WEST LINE OF THE EAST 27 FEET OF TRACT 27 OF HARRIES GARDEN HOME TRACTS / EXISTING 6" CONC. RETAINING WALL WITH VARYING HEIGHT WOOD FENCE. END OF WALL IS 0.1' N BY 0.1' W OF CALCULATED DEED CORNER FIND 1/2" REBAR AND ILLEGIBLE CAP 0.15'W BY0.43' WOF CALCULATED DEED CONRER VISITED 12/06/19 ® C TY OF RENTON Planning/Building/Public Works Dept, R-417203 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEI LIN VIEW 1833 NE 12TH ST RENTON, WA 98056 EXISTING CONDITIONS DATE: 11 /24/2021 FIELDBOOK: PAC E: 3 19 T O 6 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved. N 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. T 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. O I 0 W NOTES 1. 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. 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 PRELIMINARY SHORT PLAT PLAN EXISTING STORMDRAIN CATCHBASIN TYPE I EXISTING SANITARY SEWER RIM= 239.27 MANHOLE -WITH EXTERIOR DROP IE=237.62 4" CPP (N) RIM= 245.06 IE= 237.52 12" DI (E) IE=238.62 8" CONC. (E)-UPPER PORTION OF DROP IE= 237.43 12" DI (SW) IE=229.86 8" CONC. (E)-LOWER PORTION OF DROP IE=229.76 8" CONC. (W) LADDER= (S) - - \ \ �SID \ \ \ \ \ 1 \ \ \ \ \ \\ \ NE 12TH ST \ \\ f� \ ° M / w W w \ \ \ \ \ \ (PUBLIC RIGHT OF WAY) 1 ` z / SS SS SS SS\ \ v Ij 1 t I I v vv�vv� \ °v \ EXISTING SANITA RANHSEWER \ 1 C OS RIM= 238.72 "ST � (IS IE=229.39 (CENTER CHANNEL) 8" CONC. (E,W)- 1 \ ° I 0S LADDER= (S)1 HU \ �. 0 UU HU ` OHU OHU OHU \F\ -� OHU\ OH011 UiU\- U OHU SD o HU OH1o1 \ \ f 218.02' d 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. EXISTING STORMDRAIN CATCHBASIN TYPE I RIM= 248.73 IE=246.54 4" CPP (N) IE= 246.13 12" DI (E) IE= 245.78 12" DI (W) W W 3 \ �T\ j W /w SS \SS EXISTING STORMDRAIN CATCHBASIN- TYPE I WITH SOLID LID RIM= 25T02 IE=254.37 12" DI (N) IE= 254.65 8" DI (S) IE= 254.22 12" DI (W) SS \\ SS SS \ SS I I \OP \ 'Ll °.0 ° OHU. CPHU-- Hu. (HU OHU - 0 (OHU \ \ 97.85 \ a a ; 50.10 s 0.00' 1 \OHU I ' \ SEE NOTE 1 ` _ \ \ ULU \ \ \ \ \ \ 10' NON EXCLUSIVE \ I V ' So S ° I, Z \ \ \ PERPETUAL EASEMENT ` \ \� \ \ \ \ \ \ TO PSE PER 20190131000574 \ 1 \ \ ( \ Op n----------- \ I a. i 20 BSBL \\ \ \ BEING THE NORTH 10 THE SUBJECT PARCEL \ \ 1 1 I \ \ \\ \�- ---- 91 5 - J \ \ l \\ W - \ \ \\\ \� \ \ \ \ \ \ \ \ \ \ \\ \ `� 27' BSBL �i / --- \ i l 00 27' BSBL i C \ \ \ " 54.2'I i �� G _ \ \ \ \ \\ \ \ \ \ \ \ PROPOSED Ni \ w 1 \ \ 15' PRIVATE STORM l �\ I I \ \ \ V y\ V y A \ \ FOR THE EXCLUSIVE V l L3 V A ,5' r USE OF PROPOSED \ �oA �� i o i 1 m ` \ \ ! L'QT 3 "' LOT 2 m'\ LOTS AND RTRACT A \ \ I LOT 1 m EASEMENT \�\\ T \15� '� 510 `,SF i z 1 4979 ,SF 50.0' TCHED -14" MAPLE \\ \ \ \ \ \ \ \ \ (WITHIN HA REA) \ 5I.0 5000 SF 1 \ .14" MAPLE \ \ \ \ \ \ \ \ \� �\ �� L4 i\ . I i I o Aw iM \ \ \ \ \ \ \ \ ~ \\ \ \ ` \ `�` 100i .0' \ M i o i 100.0' I \ \ \ \ \ \ \ s \ \ \ \ \ \ \ \ \ \ \ 15' TOP OF SLOPE T i 30" FIR` BUFFER ~ \ \ \ 19' DRIPL�INE/X TRACT A �\\ , L5 - 20' S_B------� "� �_ _ 0 BSBL (NATIVE GROWTH - \ �\ ,.0 15.0' ��`eS�-- -- \' PROTECTION TRACT) \ \ \ \ \ \ \ \ \ \ y 24" FII0 36 \ 26, 581 SF \ \ \ \ \ \ \\\L� \ / \ 28' DRIPLINE 20' DR PLINE \ \ \ MALE 14" MAPLE \ 14" MAP \ \ \ \ \ \ \ \\ \ ` 30" MAPLE \ \ \ 14\ \ P\\ \\ TOP L7 \ `� I \ \ 1 I \ 321.57' - \ �� 4 17' - 0 00' - 111111117 M a tokfoo SHORT PEAT NOTES: 1. TRACT A IS FOR NATIVE GROWTH PROTECTION. ALL LOT OWNERS OF THIS SHORT PLAT WILL HAVE A 1 /3 INTEREST IN SAID TRACT. 2. A NATIVE GROWTH PROTECTION EASEMENT (NGPE) FOR THE AREA CONTAINED WITHIN THE PROTECTED SLOPES AND ASSOCIATED BUFFERS OVER TRACT A HAS BEEN RECORDED UNDER RECORDING NO. 3. 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. 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 v�go� o z Qz 49921 I S T ERA\���, S/oNAL LNt� S 05/27/2021 LINE TABLE LINE NO. DISTANCE BEARING Li 14.22' SO4° 12' 31"E L2 16.07' S44' 02' 23"E L3 30.41' S58° 08' 44"E L4 37.44' S48' 52' 10"E L5 21.24' S42° 57' 52"E L6 9.72' S73° 02' 21"E L7 20.47' S38° 32' 54"E TREE DRIPLINE (TYPICAL) Eiji EXISTING �i\ �\ HOUSE LOT CALCULATIONS KEYNOTES: LOT WIDTH / LOT DEPTH MEASUREMENTS PER COR 4-11-120 LOT DEPTH SHALL BE THE HORIZONTAL DISTANCE BETWEEN THE FRONT AND REAR LOT LINES, MEASURED FROM MIDPOINT TO MIDPOINT, EXCEPT IN THE CASE OF FLAG SHAPED AND IRREGULAR LOTS. FOR IRREGULARLY SHAPED LOTS, THE LOT DEPTH SHALL BE MEASURED TO THE MIDPOINT OF AN IMAGINARY LINE AT LEAST 15' IN LENGTH LOCATED ENTIRELY WITHIN THE LOT AND FARTHEST REMOVED AND PARALLEL TO THE FRONT LINE OR ITS TANGENT. LOT WIDTH SHALL BE MEASURED PERPENDICULAR TO AND AT THE MIDPOINT OF THE LINE USED TO DETERMINE LOT DEPTH. 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 N0. REVISION BY DATE APPR APPROVED: G.HULSMANN SCALE: 111=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M C TY 0E RENTON Planning/Building/Public Works Dept. i (OHU I / \ \ 27.0' - PROPOSED 20'X52' INON-EXCLUSIVE INGRESS AND EGRESS EASEMENT I(WITHIN HATCHED AREA) I � 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 SS OHU OHU EXISTING SANITARY SEWER MANHOLE RIM= 255.91 IE=245.95 8" CONC. (E,W) IE=245.97 8" CONC. (NW) LADDER= (S) \ W z w W N R-417204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEI LIN VIEW 1833 NE 12TH ST RENTON, WA 98056 PRELIMINARY SHORT PLAT PLAN DATE: 11 /24/2021 PAGE: SHEET: 4 OF: 19 H H T N U 0 0 I Q J @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved. A PORTION OF THE NW 1 /4 OF THE NE 1 /4 OF SECTION 08, 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. TOWNSHIP 23 NORTH, RANGE 05 EAST, W I L LA M ETT E MERIDIAN These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental CITY O F RENTON, COUNTY O F KING, STATE O F WAS H I N G TO N agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC. PROPOSED EASEMENT DIMENSIONS o 10 20 40 IN FEET 1 inch = 20 ft. 0- PROPOSED 15' EXCLUSIVE STORM EASEMENT DIMENSIONS EXISTING SANITARY SEWER G �� MANHOLE _ US o\ RIM= 238.72 OS o� aS O aS ,. CENTER CHANNEL) 8" CONC. (E,W) ° LADDER= (S) HU \ SD DHUV A0U-0I�� HU OHU ° aGU ° OHU 204 01 U O 7', \ 7.5' 7.5' 10.0' ° . a 10.0' 87.89' 1 6s 4 1 I I\ 7.5' 93.86' 1- \ �1 6 \ \ \ PROPOSED \� \ 15' PRIVATE STORM FOR THE EXCLUSIVE 2S \ \ \ \ ��� 2�• 226 USE OF PROPOSED \ \\ \ \\ \\ LOTS AND TRACT A \\\ \ EASEMENT LOT 3 \ 2�212�(WITHIN HATCHED �\ T 15 5103 SE AREA) \ Oo 20 202---- \ \ \ \ \ \ 15' TOP OF SLOPE \ \ T� i \ 30" FIR O BUFFER \ 19' DRIPLINE - TRACT A \� \\ (NATIVE GROWTH PROTECTION 14" MA TRACT) \ \ \ \ / PLE 26, 581 SE \ 14" MAPLE \ \ MAF \ \ 30" MAPLE \ \ \ �\ \� \\ TOP \ 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 \OHU 0�1 S1 ;I �-� 27.0' y , I 42_5 01 i 1 a \-- 7.5' ° 7.5' O M 0 N N \ LOT 2 . \ LOT 1 I ° ,� I 4979 SSE T , 5000 SE it / 6.7' 15.00' =� I X I \\x�y1—� X \ I I -------- - - - - -- \L-r----\-------- --� 24" FIR 28' DRIPLINE �\ ` 36" CEDAR \ 20' DRIPLINE\ i \\J J L i ii TREE DRIPLINE i / / / (TYPICAL) is i.� EXI,STING s OHU. C9HU-., CHU° � H�J . 50.00' �° ° — 17.64' — bo \ % -7.5--------- PROPOSED 20' X 52' NON-EXCLUSIVE INGRESS AND EGRESS EASEMENT DIMENSIONS 23 \LOT 3 5103 S 15' TOP OF SLOPE \ TA �� 30 F \ BUFFER \ \ \ 19' DI \ \ 30" MAPLE \ \ \14" MAPLE '\ \ \ \_ -\\ TOp 05/27/2021 _\X ITY OF RENTON REDLINES 3.18.21 ITY OF RENTON REDLINES 5.24.21 ITY OF RENTON REDLINES 7.21.21 REVISION LOT 1 5000 SE H SURVEYED: L. WALKER H DESIGNED: J. BROWN H DRAWN: H. JASTRZEMBSKI CHECKED: J. BROWN AP P R APPROVED: G. HULSMANN TREE DRI: (TvPI(-.AI ) PROPOSED 20'X52' NON-EXCLUSIVE INGRESS AND EGRESS EASEMENT (WITHIN HATCHED AREA) � j ' \' I (OHU - I — - 1 SCALE: VERTICAL: NAVD 1988 1 " = 20' HORIZONTAL: HAD 1983/1991 AlIfflulu C TY OF PRI RENTON • ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept 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 R-417205 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING MEI LIN VIEW 1833 NE 12TH ST RENTON, WA 98056 PROPOSED EASEMENT DIMENSIONS DATE: 11 /24/2021 FIELDBOOK: PAGE: 5 19 T N U N Q J H H N LU LU z_ J LU 5 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved. A PORTION OF THE NW 1 /4 OF THE NE 1 /4 OF SECTION 08, 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. TOWNSHIP 23 NORTH, RANGE 05 EAST, W I L LA M ETT E MERIDIAN These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental CITY O F RENTON, COUNTY O F KING, STATE O F WAS H I N GTO N agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC. TESC PLAN THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED SHALL BE 0 10 20 40 NOTIFIED WITHIN A REASONABLE TIME PRIOR TO THE START OF CONSTRUCTION. ( IN FEET > CALL BEFORE YOU DIG (811) 1 inch = 20 ft. WWW WASHINGTON811.COM \ \ \ \ 1 \ \ \ \ \ \ \ \ \\ \ NE 12TH ST \� \ \ SQ_ 1 \ \ \ \ \ \ (PUBLIC RIGHT OF WAY) \SS 1 \ \ z 0\ +36+40 0+50 0+60 0+70 0+80 ago 1+25 SS 1\0 1+75 \\ \ 1 > \ \ \ \ \ 0+00 \ _ 1 +o0 2+00 �L� f \\\ \ v \A o OHU \ U HU l \ OHU� 0 U 0HU� ~ 0� OHU \ \ \0 U � U \\ ° — \ \ \ ^ \ \ OHU\ \- �'<\ HU OHCI 4. C4 ° 0 U, LL \ \ 1- I ° .. - i OHU —� (OH�U \� OFT OHU \ 248 SD 3 1 i 20 BSBL------ p ° \ , \ —_J 24� \ \ \ \ \\ \ I \ 1 \ 6\ 27' BSBL \ i 12T BSBLJ L ! \� �2\� \\ \ \\ \ 2 i Im, L072 \ \` LOT / \ \\ \ \ \ 5000 SF208 m14' MAPLE 06\ mON .1" MAPLE �Q \ 15' TOP OFSLOPE 7 i I 2 I \ BUFFER \ \ \ v �� ` i / X --- \ \ \ \ \ \ IN. \ \ \ \ �9 - TRACT A�S- N 0 i 27.0' IJ \ — S — ----- -- �— --- L--- J % ISO > >> >> 9 130 2 3 36 3 sr sr A A A \ �S �S 52" S S 6 cP cA cF \3 \ 8 O\ \ 6 8 \ 2 A 6 w cP o c� 6 '---- \`� sr 24" FIR / \ \ \ PROTECT/0/1/ TF�AC\ \ 4" MAPLE \ \ \ \ \ \ \ \ \ \ \ �O Q� \ 2 \ J \ \ r, RIPLINF \ 26, 58/ SF \ o \ � \ 14" M\ APE `��° \ V M14MAP/ L � 14" APLE 30" MAPLE \ \ \ \� \\ \\ TO/I EXISTING HOUSE TESC CONSTRUCTION KEYNOTES: O CONSTRUCTION ENTRANCE PER DETAIL SHEET 8. O SILT FENCE PER DETAIL SHEET 8. \ TEMPORARY INLET PROTECTION PER DETAIL SHEET 8. \ CLEARING LIMITS TO BE MARKED. \ MAINTAIN VEGETATION. \ PROTECT EXISTING UTILITIES. AS NEEDED. \7 ERECT 6-FOOT TALL TEMPORARY CHAIN -LINK FENCE AT EDGE OF 15-FOOT BUFFER AND ADDITIONAL 15-FOOT SETBACK. INSTALL WARNING SIGNAGE REGARDING THE RISKS OF ANY DISTURBING VEGETATION OR EARTH IN THE BUFFER OR SETBACK AREA. D. SILT FENCE CLEARING LIMITS 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/ CONSTRUCTION SEQUENCE: 1. PRIOR TO CONSTRUCTION OBTAIN ALL APPLICABLE DEMOLITION AND CONSTRUCTION PERMITS. 2. ENSURE THAT ALL NECESSARY PRE -CONSTRUCTION MEETINGS HAVE BEEN HELD PRIOR TO DEMOLITION ACTIVITIES. 3. LOCATE EXISTING UTILITIES AND INITIATE COORDINATION WITH UTILITY AGENCIES. 4. PROVIDE AND/OR ARRANGE FOR DISCONNECTION OF EXISTING SERVICES. 5. INSTALLATION OF EROSION CONTROL MEASURES SHALL OCCUR PRIOR TO DEMOLITION, CLEARING AND GRADING. 6. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AT APPROVED LOCATION. (THIS SHEET) IMPLEMENT OTHER SILTATION CONTROL MEASURES AS DIRECTED BY THE CITY OF RENTON AUTHORITIES AND AS SHOWN ON THIS PLAN. 7. PROVIDE TEMPORARY CATCH BASIN SILT TRAPS ON CATCH BASINS, PER DETAIL, SHEET 8. 8. BEGIN DEMOLITION ACTIVITIES AS SHOWN ON PLAN. 9. AS SITE IS CLEARED OF BUILDINGS, FENCES, VEGETATION, ETC., 10. STRIP BUILDING AND PAVEMENT AREAS. 11. OVER -EXCAVATE AND REMOVE MATERIAL TO DEPTH SPECIFIED IN SOILS REPORT. 12. PLACE AND COMPACT FILL MATERIAL IN ACCORDANCE WITH SOILS ENGINEER RECOMMENDATIONS AND/OR PROJECT SPECIFICATIONS. 13. BEGIN SITE STRUCTURES AND INSTALL REMAINDER OF PERMANENT STORM DRAINAGE SYSTEM PER GRADING AND STORM DRAINAGE PLAN. 14. FINAL GRADE, COMPLETE SITE WORK AND PAVE SITE. 15. LANDSCAPE AND PROVIDE FINAL STABILIZATION. 16. OBTAIN FINAL SITE APPROVAL FROM FIELD ENGINEER AND CITY OFFICIALS. 1 CITY OF RENTON REDLINES 3.18.21 HJ 4/16/2021 GH SURVEYED: L. WALKER SCALE: 111 = 20' DESIGNED: J. BROWN 2 CITY OF RENTON REDLINES 5.24.21 HJ 5/27/2021 GH 3 CITY OF RENTON REDLINES 7.21.21 HJ 7/27/2021 GH DRAWN: H. JASTRZEMBSKI ONE INCH CHECKED: J. BROWN AT FULL SCALE F NOT ONE INCH N 0. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVED: G. HULSMANN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M \ SS 2+50 16. \ W, R-417206 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING c� NJanders 12/20/2021 • M E I L I N VIEW Vn L11 /24/2021 \ T \ OF 1833 NE 12TH ST FIELDBOOK RENT 0 \ PAGE: RENTON, WA 98056 DRAWING NO- Planning/Building/Public Works Dept. TESC PLAN SHEET: G OF: 19 T U 0 0 N Q J H H N rr n N T O 0 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. STORMWATER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA) AND AS AMENDED BY THE CITY OR THE STATE. 2. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL APPENDIX D. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE TO BE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. 3. CALL THE UNDERGROUND LOCATE LINE 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 4. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE CITY (TYP.). ANY SIGNIFICANT DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN AND STORMWATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE DESIGNATED CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) DURING CONSTRUCTION. 7. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE MUNICIPALITY'S RIGHT OF WAY. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS FOR TRAFFIC CONTROL & SAFETY WHEN WORKING IN THE ROAD RIGHT OF WAY. 8. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM SOIL LOG DESCRIPTIONS AS NOTED ON THE PLANS. 9. FOR PUBLIC SYSTEMS, THE CONTRACTOR SHALL CALL FOR INSPECTION 48 HOURS PRIOR TO COVERING ANY DRAINAGE STRUCTURE. 10. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLE, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. D 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 TESC NOTES SEEDING NOTES 1. SEED MIXTURE SHALL COMPLY WITH TABLE D.2.1.2.13 AND APPLICATION PER D.2.1.2.6. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING) 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE. FOLLOWING SURFACE ROUGHENING, PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. 7. EROSION CONTROL SEEDING SHALL NOT BE USED IN AREAS SUBJECT TO WEAR BY CONSTRUCTION TRAFFIC. 8. EROSION CONTROL SEEDING MAY BE USED IN ALL AREAS OF 5% OR LESS SLOPE. IN AREAS BETWEEN 5 AND 10% SLOPE, EROSION CONTROL SEEDING MAY BE USED FOR A MAXIMUM HORIZONTAL DISTANCE OF 100 FEET. USE MULCH OR NETTING OR OTHER TREATMENTS FOR STEEPER AND LONGER SLOPES. INSPECTION SEQUENCE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES REQUIRING INSPECTION FOR THIS PROJECT: 1. CLEARING AND GRADING LIMITS 2. TEMPORARY CONSTRUCTION ENTRANCE (ONSITE PLANS) 3. TEMPORARY SILTATION FENCING 4. VEGETATION AND STABILIZATION OF EXPOSED SURFACES 5. STOCKPILE PLASTIC SHEETING (ONSITE PLANS) PERMANENT EROSION AND SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT: 1. SEEDING AND/OR LANDSCAPING AND SOIL AMENDMENTS OF NON -IMPERVIOUS SURFACES. 2. ASPHALT PAVING, CURB AND GUTTER, AND SIDEWALK. 3. CATCH BASINS. MULCHING NOTES 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW AND SHALL BE APPLIED AT A RATE PER TABLE D.2.1.2.A. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. SOIL STOCKPILE NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN OCTOBER 1 TO APRIL 30. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. 5. STOCKPILES MUST BE LOCATED MORE THAN 50 FEET FROM ALL DRAINAGE FACILITIES. PLASTIC COVERING NOTES 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION D.2.1.2.4. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. INSPECTION SCHEDULE 1. SILTATION FENCE - INSPECT: PRIOR TO CLEARING, AFTER MAJOR STORM EVENTS, MONTHLY. 2. TEMPORARY CONSTRUCTION ENTRANCE - INSPECT: PRIOR TO CLEARING, AFTER MAJOR STORM EVENTS, MONTHLY. 3. STOCKPILES - INSPECT: MONTHLY AND AFTER MAJOR STORM EVENTS FOR RIPPING AND LOOSE SEAMS. 4. INSPECTIONS SHALL CONTINUE UNTIL SITE HAS BEEN STABILIZED. THE ESC LEAD FOR THIS PROJECT WILL BE DECIDED BY THE CONTRACTOR. (A "MAJOR STORM EVENT" IS DESCRIBED AS 0.5" OR MORE INCHES OF RAINFALL IN A PERIOD OF 24 HOURS OR LESS.) 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 SOIL AMENDMENT NOTES SOIL AMENDMENT ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED N AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE It THE FOLLOWING: (Y) O • A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF TEN PERCENT DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF r THE ORIGINAL UNDISTURBED SOIL. V • THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED 4 TO 12 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. AFTER PLANTING, MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIALS. QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANIC CONTENT REQUIREMENTS: • THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE C) (0 MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BIORETENTION (SEE SECTION C2.6 OF THE COR SURFACE WATER DESIGN C) MANUAL), WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35 Q PERCENT BIOSOLIDS OR MANURE. THE COMPOST MUST HAVE AN ORGANIC O MATTER CONTENT OF 40 PERCENT TO 65 PERCENT, AND A CARBON TO 6 NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS N HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO Q THE PUGET SOUND LOWLANDS REGION. J • CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS DEFINED ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAINMENT LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. THE RESULTING SOIL IS CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. MAINTENANCE N REPLENISH THE SOUL ORGANIC MATTER BY LEAVING LEAF LITTER AND GRASS O CLIPPINGS ONSITE (OR BY ADDING COMPOST AND MULCH REGULARLY). THIS BMP IS r DESIGNED TO REDUCE THE NEED FOR IRRIGATION, FERTILIZERS, HERBICIDES, AND O PESTICIDES. O O SOIL QUALITY AND DEPTH SHOULD BE ESTABLISHED TOWARD THE END OF i O CONSTRUCTION AND ONCE ESTABLISHED, SHOULD BE PROTECTED FROM N COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION. EROSION CONTROL SEED MIXTURE SPECIES DESIRED SEEDS PLS COMMON NAME/LATIN NAME COMPOSITION PER SQUARE FOOT POUNDS/ACRE SPIKE BENTGRASS/AGROSTIS EXARATA 6 9 0.1 CALIFORNIA BROME/BROMUS CARINATUS 15 23 9.8 TUFTED HAIRGRASS/DESCHAMPSIA CESPITOSA 15 23 0.4 BLUE WILDRYE/ELYMUS GLAUCUS 18 27 10.7 CALIFORNIA OATGRASS/DANTHONIA CALIFORNICA 18 27 5.6 NATIVE RED FESCUE/FESTUCA RUBRA VAR. RUBRA 18 27 2.4 MEADOW BARLEY/HORDEUM BRACHYANTHERUM 10 15 7.7 R-417207 IN COMPLIANCE WITH CITY OF RENTON STANDARDS VELOPMENT ENGINEERINGanders 12/20/2021 EJ 1 CITY OF RENTON REDLINES 3.18.21 HJ 4/16/2021 GH SURVEYED: L. WALKER SCALE: VERTICAL: NAVD 83/1 HORIZONTAL: NAD lase/ ee T Y O C M E I L I N VIEW DATE: 11 /24/2021 2 CITY OF RENTON REDLINES 5.24.21 HJ 5/27/2021 GH DESIGNED) BROWN 792 1833 N E 12TH ST FIELDBOOK: S�GISTER � 3 CITY OF RENTON REDLINES 7.21.21 HJ 7/27/2021 GH j� � T O RENTON RENTON WA 98056 PAGE DRAWN: DRAwllvc Ivo: 7 AL H. JASTRZEMBSKI ONE INCHDATUM e CHECKED: J. BROWN AT FULL SCALE IF NOT ONE INGHT SCALE ACCORDINGLY �A� I� Planning/Building/Public orks Dept. E S C NOTES APPROVED HULSMANN SHEET: 7 OF: 19 1 / � � / � 0 � 1 1112412021 N D. REVISION BY T DATE E APPR H H T N U H H H 0 N a D J H H 0 N rr n @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved. (V These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land j� Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights. T These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental i agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC. 0 w \W Z J LU 5 SAWC EXISTING A PORTION OF THE NW 1 /4 OF THE NE 1 /4 OF SECTION 08, N TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON GRADING PLAN EXISTING SANITARY SEWER - MHivHOLE-WITH EXTERIOR DROP RIM= 245.06 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 7VICTINI(- STORMDRAIN CATCHBASIN 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 it- Zl)i.DZ iL UI IE=238.62 8" CONC. (E)-UPPER PORTION OF DROP TYPE I WITH SOLID LID IE= �7.43 12" DI (S,.• RIM= 257.02 IE=229.86 8" CONC. (E)-LOWER PORTION OF DROP It=L46.54 4 CNN �Iv) IE= 246.13 12" DI E IE=254.37 12" DI (N) r IE=229.76 8" GONG. (W) ( ) LADDER= (S) IE= 245.78 12" DI (W) IE= 254.65 8" DI (S) IE= 254.22 12" DI (W) EXISTING STOR DRAIN OUTLET \-`233.16 12" DI (NE)\ SID �S SD SID �� SD NE 12TH ST \ a N \ l \ \ \\ \ EXISTING SPLASH PAD S �o W v W W� W W W W W W W W 1 1 \ I \ (PUBLIC RIGHT OF WAY) ` _ / N89` 33' 18"W(SECT ON LINE) 2648.94'(CALC) \ \ SS SS S SS S SSA SS SS 92 75 - �- - l - - +3s6s+40 0+50 +60 +70 0+80 0 90S 1 2 �5 1+75 2�+39+35+ ss ss I 1 ) \ I \ \ \ \ \ 0+00 S \ 39.04' 41 .90 L 1+00 -\ EXISTING SANITARY SEW \ ( 2+ 1 2+50 MANHOLE 1 1 - 39.093 \ \ �2 R 50 4 ' \ 1 ( I \ \ RIM= 238.7\\ 1 IS r'� \ 4 7 \ 1 \ 1 < IE=229.39 (CENTER CHANNEL 8" GONG. (E,W) OS \ C] 0 43.07. 44 4 5 50.20 ) LADDER= (S)°.; a \ \ \ \ \ \ \ \ HU1 9.31 1 4 4 s _ 1 \ A 251Q\250.77 ` I \ OL \ @I�U HU ` \ OHU -\ 0HU OHU� ~ 01�\ OHU \ \ \OyU -E) U /\OH 97 41.15 _ °.0 U OHU... 1. ,. n ° v- \ \ OHUI� \ 250.881 OHU 415.87' 84' 4 4 7 .0 4 85.0\EED\ \ \ 1 \ \_ f 218.02' _ - \ U � Ott \ \ \ � OHU \� ' 97.85 a a 50.0o s'°�4 :� \ \ \ I \ OHU OH ��IU (OH►UN 0 �� \ \ ° 1 \ �\ a s 249 ) REITAIINING WALL \ \ 1 \ U\U \ 9 c, \ ° a \ 4 FENCE,ITH VARYING HEIGHT WOOD l 1 I I j 41.07 °. 47. 0' \ 248_ I CORNER OF WALL IS 0.58' 1 15. D \ N 4 STUB BEWRD a a 214 0----------- DEED CORNER _ , EASTERLY OF CALCULATED TOP OF _ s415.2 I 20 BSBL t�-27.0' EXISTING SLOPE ��� 0�-0A --- 7Z- 46.2 4� \ L2� -\ ----7476U 42J26-- ------ ---245 �46i2' 24> i I ti l o 27' BSBL 27' BSBL I �� \ ` I 1 ID \\ \\ \ \ \1 \ \ w \o� / ( I I \\\\\ 2\ \u \\\24I L3 .00 o \ r015 \ \ 34\ LOT 3 \� LOT o o \ \ \ \\ \ \ \ \ 1 l \ \ \ \ \2;\272�\ \\\\ \� -\ , \15� 5103 SF �' ' 4979 SF 77 LOT 1 �, Z \ \ \\ I ` 1 \ \ 0 I I ' 5000 SF I EXISTING 6" CONC. _z \ \\� \ \ \4 MAP_[ \ I \ \ \ \ \ \ ` \ \ \�0 2�g \ ` \\ \\\ \ �\ �\ �� \ \ \ '�` i j I i o I RETAINING WALL L \ \ \ 6 I o i mr i -WITH VARYING HEIGHT WOOD ti� \ \ \ \ \ \ \ \ \ ��\ \ \ \ \\ \\ \� \ L4` i \ �`�I I z i / u' i o i m2�A A \ EX TING 6' i .% FENCE. CHAI K FEINCE 15' TOP OF SLOPE 30" FIR i \ \ \ \ \ \ \\ \\ \ \ 1 \ ~ \ \ �1g8� - \ \ \ \ \\ \ `� BUFFER \ \ \ \ 19' DRIPLINE B� , i X -+' �A i , X TRACT A \ \ \ �� >F \ 94\�\ I I l /-i L5 ' - -- 20' BL----- I I r- --- ------ 386' 6, 0 \ w '� 1so ` (NATIVE GROWTH \ 20' B L \\ \ \ \ \ \ \ \ r--- �- -1--� S252" S� SQ S6 Sg 6� 6� 6Q 66 O o 6 cP EXISTING 6" CONC. \ �� \\ \ \ \ . PROTECTION TRACT) \ \ --- �� 24" FIR \ , `\ / `14" MAPLE Q� 36" CEDA RETAINING WALL 26,581 SI- \ \ \ \ \ \ \ \ \ 6 S \ WITH VARYING HEIGHT WOOD APLE\ \ 14" MAPI \ \ \ \ \ \ L6 \ ` �9\ �Q 2b RIPLINE i \ 20' DRIPLINE \ � � 14" MAPLE \ d? � FENCE. \ \ 1 \ 4"4M M P E \ \ \ \ _ 30" MAPLE L7 \ `�`\ O \ 1 OND WFOWALL IS F CALCULOATED BY �­77 \ 321.57' \ \ \ - \ I `� 44.17' - 50.00' - \ \ ^ DEED CORNER EXISTING 6" WOOD � L L \ \ \ FENCE ANGLE POINT / EXISTING 6" WOOD \ 1 L \ \ \ )\ \ \ 1 1.0' NORTHERLY L FENCE OF CALCULATED DEED LINE TREE DRIPLINE ii (TYPICAL) �ulcTlNlr_ i�� ROAD (CSTC 9-03.9(3)) PER WSDOT STANDARD ON SHEET 10 SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR SECT ON A- A (SEE SH T. 18) NOT TO SCALE 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 1 2 � �792IV 3 ��GISTER�� �SSIONAL � 11/24/2021 N0. ROW ?" TOP COURSE IF GRAVEL BASE COURSE SHARED DR VEWAYZH AM M ER HEAD SECTION NOT TO SCALE 0.5' DEPRESSED CURB I. DETAIL 102 CURB AND GUTTER 6" WING TYPE f __T DRIVEWAY APPROACH 8, 0' SIDEWALK LANDSCAPING LANDSCAPING �15.0'� T_ 5.0' t DR VEWAY ENTRANCE LOT 3 SEE CITY OF RENTON STANDARD DETAIL STD. PLAN-1 04.2 CONSTRUCTION NOTES: 0 PRIVATE DRIVEWAY. 0 PROPOSED EVA TURNAROUND/JOINT USE DRIVEWAY. NO PARKING SIGNAGE REQUIRED. MATCH EX. SIDEWALK ELEVATIONS. SEE SHEET 10 FOR SIDEWALK DETAIL. ® SEE SHEET 10 FOR RAMP DETAIL. 05 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. ITY OF RENTON REDLINES 3.18.21 HJ 4/16/2021 GH SURVEYED: L. WALKER SCALE: 111 = 201 ITY OF RENTON REDLINES 5.24.21 HJ 5/27/2021 GH DESIGNED: J. BROWN ITY 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 REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVED: G. HULSMANN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C T Y OF RENTON DATU M Planning/Building/Public Works Dept. i cf) SID 127.04' EXISTING SANITARY SEWER MANHOLE RIM= 255.91 IE=245.95 8" GONG. (E,W) IE=245.97 8" GONG. (NW) LADDER- (S) OHU OHU DR VEWAY ENTRANCE LOT 1 &2 SEE CITY OF RENTON STANDARD DETAIL STD. PLAN 1 04.4 9 R-417209 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJanders 12/20/2021 MEI LIN VIEW 1833 NE 12TH ST RENTON, WA 98056 GRADING PLAN 11 /24/2021 FIELDBOOK: PAGE: DRAWING NO: 9 19 T U H I� N a J N T 6 0 w I- LU z_ J 5W L @ 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. �1 SIDEWALK DETA NITS BOC = BOTTOM OF CURB TOC = TOP OF CURB IL US S 242CCS 0 243.32' TOC U) 243.32'/ 242.39' BOC 242.89' TOC 242.89' Q Q as (n a as `n a 243.1 8 IS243.26' 241.15' BOC O 241.65' TOC/ 7.6 % C/) O 7.5% 241.65' O G 0 , Bq 0 HU O 10'-6" HU OHU OHU 0 RAMP O Q 243,26' 243.18 C/) 242.39' 242.00' 243.00' 243.79' (n (n (n p Q RAMP DETAIL BOC =BOTTOM OF CURB NTs TOC = TOP OF CURB 9 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 1241 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 GRADING NOTES AND DETAILS FACE OF CURB B 12•_ 512' 1' 12' R 1' R. 124 1 1 TOP CF • to 11'H ROADA,AY rl /_ l I u I 1'-6• CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12'-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 12•R. ROADWAY t iD I DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3187 _ 6- _ CEMENT CONCRETE 112, R. 1' R. SIDEWALK RAMP VARIES OR LANDING rRDh1 6'TOO 6' 1 3r8' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB _612' SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 1 1• 1rY R. ROADWAY 2- to 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB - • FACE OF ADJACENT CURB B • GUTTER SURFACE 111 1.'.' . - PREMOLDED• JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6 12'� 5 12" 1' 12' R _ - 1' R. 1 1 .� TOP OF ROADWAY 1 1 8 1r4' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMER:IAL DRIVEWAYS. AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion Joint shall be full depth, 3A1' (In.► premolded Joint filler. 3. For Depressed Monolithic Onvoway Curb Q Gullet Section, am Standard Plan 104.2 STD. PLAN - 101 • PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS VAR" SEE ft0MTL__ 41, m J Or PALED r I DAr.ENAV REOUNED T I I srEAPANSaNJOINTrTYP Lr eJWANsJNx, ImP.l SEe STD "ILK % err s.D ft"I`Z / � eawlLK ■■ a 1 y, ra8py� UE HDTE S \ s I IP I Wr611SICT1aN lass Rl NaITI l AALr wnH+slry a txlRaa4rnU stnPE rrYP-1 an ROTS a sa"co rr"-r or. xIHT RYPI ISLE sro. Pwl IDh PLAN VIEW (TYPI c3 SHOWN Cl a C2 A CJMAx SIMILAR) (SEE NOTE el I"a{(7arrTF 'K / •xrrA a>.lowarnn - •IliR {.�._ '"""�.,.� saPreseeouawawl,u .. � T N.w i pee NOteS vrler rxc.n � uexnwuorTJVF mmJ QvxP wa � aECTgI O w_- -dwer,w sass wan rawEnnuMao �_ Ia\ r ,n [eaN1aI1- - n. m IIM orals 7 !E O For NOTES ses STD. PLAN 1042 I C? STD. PLAN - 104.4 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY F'1'R 'L 1) DEPARTMENT ENTRANCE - TYPES C1B, C2B, C3B, and C-MAXB (WITH BUFFER) i I D" RAISED EDGE DETAIL t . P 6• SIDEWALK LEVEL EXTIENDSIDEIYALK TRANSVERSE 1'•D" 1'•P ya'(IN)PREMOLDED JOIM FILLER 1R" (IN) R I JOINTS TO INCLUDE RASED EDGE TYPICAL WHERE APPLICABLE ROU DING 20% 1 1rr(IN)R(TYP-) FOR CURBDETAJLS AN101 E�., 1.5% SEE STD PLAN 101 !..i F.GA'P� y �• • ••r.:y. ISROADWAY • .►' • 011, • T 'TINGSHED ROCK SAS SEE RaHIS EDGE 1'. D SIDEWALK( DETAIL -THIS Sit `TYPICAL UNDER •CRUSHED SURFACINGTOPCOURSE (CSTC) ALL CUT M:N. SIDEWALK 01•IPACi TO 957. MODIFIED PROCTOR SLOPES WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY 12" (IN) R. (TYP.) ENGINEER) TYPICAL UNDER ALL CURB, GUTTER a SIDEWALK. CSTC UNDER 1 i09L + FORCURB DETAILS CURB,GUTTERTOSEB"THICKNESSOR SEE STD PLAN 101 MATCH EXISTINO ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP. FOR pH JS(FR •" .. ••j ALL CURB A GUTTER) FINISHED GRADE 1•ON) BELOW • 2, SIDEWALK AlK 1 TOP OF CONCRETE SURFACE ADJACENT TO CURB ,. D I. P MIN 1JY (IN) R. (rYP.) Rau DING FORcuRsoEraLs SE'ESTOPLANto, BRIDGE OR PEDESTRW/ 5�� ••�.. •`1••1`7' h:• RMLKNG •M• ' FOR CURB cETAILS ADJACENT TO CURB BARRIER -SEE SIDEWALK SEE STD PLAN101 (STEEP FILL SLOPES) CO NTRACTPLANS -WALL OR BARRIER I UT KIN) R. (TYP.) / FLUSH / I SIDEWALK uX _ .. .. a .•.. :L --- VY HIR. . f•; . VERTICAL WALL - SEEDETaI ,• 33" DI FILER LORDED JOINT T F0.IER , ADJACENT TO CURB AND RAILING OR WALL PREYOL.DED JOINT FILLER FOR BIDE BUFFER STRIP T SIDEWALK BUFFER ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE,, SECTIONS (TY (IN) R + �.) FOR CURB 101 1.5% _ iJi%LAN- SEE STD PLANAN 101 � i .,flBROOMED FINISH y aRMATCHExIsnHG TROWELED PPEFU ETER OOTH FINISHED GRADE ,- ON) BELOW TOP OF CONCRETE `�' SURFACE FOR PLANTING -FLUSH IF PAVED it CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP (CURB AND GUTTER SHOWN) • D, - FOR CURB DETACH SEE Sro PLAN +01 NOTES L' 1. Four feet mini the sidewalk width steal CONTRACTION JOINT ► .• , . be the minimum pedestrian INSOEWALKONLY ►� a¢essible route I- free of vertl®I � , •► •� Rro � and horizontal obstructions. Gratings, - / FULL -DEPTH EXPANSION JOerrIN BOTH • a • r Access Covers. Junction Boxes, CURB AND SIDEWALK (SEE sro FUN lal.tl Cable Vaults, Pug Boxes and other appurtenances within the sidewalk 3re• C CONTRACTION JOINT must be flush with surface, and match grade of the sidewallL JOINT AND FINISH DETAIL ••°. 2. Monolithic Cement Concrete Coco and • ''.X AO: Sidewalk is not permitted in new For other referenced NOTES see construction. when replacemem work STD PLAN 104.2. necessitates a MorloiHhic Cement Concrete Curb build per WSOOT PREMOLDE Standard Plan F-30.10.03. Paved Surfaces must comply With E FIAL-DEPTH 3. Concrete lobe 4,000 PSI. STD PLAN 102.1 aS applicable. EXPANSION JOINT s PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102 DEPARTMENT SIDEWALK T*, CITY OF RENTON REDLINES 3.18.21 HJ 4/16/2021 GH SURVEYED- L. WALKER CITY OF RENTON REDLINES 5.24.21 HJ 5/27/2021 GH DESIGNED: J. BROWN CITY OF RENTON REDLINES 7.21.21 HJ 7/27/2021 GH DRAWN: H.JASTRZEMBSKI CHECKED: J. BROWN N0. REVISION BY DATE APPR I APPROVED: G. HULSMANN 1' 1' VARIES MIN I MIN MIN I MIN I SPECIAL NOTE, IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFEC TE0 STREET, THE LENGTH III OF THE PATCH SHALL BE EXTENDED TO I I. INCLUDE ANY EXISTING PATCH WITHIN 10 r FEET OF THE EDGE OF THE PATCH REQUIRED I FOR THE NEW CROSSING AND ANY ' BSEOUENT THEE PATCH HF EDGE OF THE SECOND EET OF AND I I , SO ON UP TO A TOTAL OF 300 FEET. I I I FACE OF GUTTER OR � EDGE OF PAVEMENT II TRAFFIC FLOW I ,I 2- HMA I 1 CENTER LINE OR LANE LINE 2" TO B- HMA 6 5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE FVARIES: 6.5' MIN. 1• I 1 (.._ VARIES 1 1 I 1 DEPTH OF EXISTING PAVEMENT MIN MIN I MIN MIN 2- SAWCUT AND REMOVE 1 OR PLANE, SEAL WITH 2- - 6- MIN. HMA (SEE NOTE 2) AR-4000W (EACH SIDE) \6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-03.9(3)) PER WS00T STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR, SAWCUT AFTER BACKFlLL (EACH SIDE) _ CSTC, BANK RUN GRAVEL FOR TRENCH BACKFlLL (9-03.19). GRAVEL BORROW (9-03.14(1)) PER WSOOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR, WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09. a) PLUS AN ALLOWANCEE FOR FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD NEEDED. SHALL MEET THE REQUIREMENTS OF WSOOT PLAN 1101 STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR STD. PLAN - 110 PUBLIC WORKS I'll'"' .. � DEPARTMENT FLEXIBLE PAVEMENT OR RIGID ' �A ),� PAVEMENT WITH OVERLAY *}F'- 1!1-��,,, )a SCALE: 111 = 201 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY AOW&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.WASH I NGTON811.COM Camw ATE . (!!! NOTE A .. / L•UMER / gMRa�tIlOr101111sC SIDEWALK M OEM nONW \ �SiIOA mow" ta7F.,ts t• Whonadrrwrivay*ftmoseds1bINK OarlaYlrclafMildeprt expsnN«1 Joint with 3le' JIM war Ina em r loew (seestd. plan 102). was. conterine h rawked at If modmumlpedrlgwhen d1111erYay VIE® caarlra nwAR aYr MPLAN \ rawolslsalm Wldthsexceed 30•. M sw � , 2 Las sid. plan 102 for sklewsk desk. ! % .M 1 e Ia - "POP Lr 3. Curb and putlar down Char curb designs may be spedled. J Bea a10. plan 107 for curb ddals. , 4. Not wed. tom- - - 1•"r 1.'a' 6. The engineer will design all driveways to kO des devokn at all on IS �YIOwItSMIKeAYllalpm poufs marked with symbol 'r. Ale' -1k, r slo d the back of curb top on uphill side. ATarwalwuw rtaLwlN um"waaeu YONOLRNIC CtM a OUT TER DETAL 6. Not used. 7. Forprlvaway Widths s DRIVEWAY STANDARDS (See NOTE 10). The expansion Jails (see Intl. plan 102) shall be specod as shown In the onrlwponding Narnstrk Now. S. 8kpss shal oalpy, with s e ctloll/ R30132.1 a R3M 2.2 a FACK OF ADJAMIT CLM R3032.3 of the Revised Draft GSddeHNes for Aeoessible Public RWft.af-Wsy ofNovanber 23.2005 (PROWAO). 1' 1 g. Curb rehaas for any Type C-MAX Onveway may be eppaVad an be". e cssoOyceM suwlmx 10. STREET STANDARDS - Renton Municipal Cade (RMC) T•R This IV Development RerAirtlons CHAIFTEIII 6 StRffT AND UTILITY STANDARDS Section 4-"605TREETSTANDARDS DEPRESSED CURB DETAIL DRNEWAY STANDARDS . Ramesh Murdclpal Cads (Ruh AT RESIDFNTIAL OR COMaERCIAL DRIVEWAYS, AND ALLEYS Title N Development lgWatlorn _ Driveway Example: TYPE C1 B CHAPTER R•ReMde,•Gy C_Conrnerc* i CITY-WIDE PROPERTY OEVELOPMENT STANDARDS NumCHI, a Lanaa Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX"4 Lan* Gornmrca') REGULATIONS B•0. Aar (PYantnp $Irp) Sac. -No Burr nPUBLIC WORKS ` * CEMENT CONCRETE DRIVEWAY MD. PLAN - 104. DEPARTME1.. ENTRANCES -NOTES AND DETAILS R-41721 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 12/20/2021 vtkzo DATE: M E I L I N VIEW 11 /24/2021 1833 NE 12TH ST FIELDBOOK PAGE RENTON WA 98056 1 DRAWING N0: GRADING NOTES AND DETAILS SHEET: 10 OF: 19 T U N a J O N T i 0 LU LU Z J LU 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. 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 DRAINAGE CONTROL PLAN EXISTING STORMDRAIN CATCHBASIN XISTING SANITARY SEWF7' tx TYPE I MANHOLE -WITH EXTERIOR DF RIM= 239.27 RIM= 245- IE=237.62 4" CPP (N) IE=238.62 8" CONC. (E)-UPPER PORTION OF DROP IE= 237.52 12" DI (E) IE=229.86 8" CONC. (E)-LOWER PORTION OF DROP IE= 237.43 12" DI (SW) , TF-A.LI_LO�'ATX)N 'I IE=229.76 8" GONG. (W) LADDER- (S) STING STORMDRAIN CATCHBASIN TYPE I RIM= 248.73 IE=246.54 4" CPR (N) IE= 246.13 12" DI (E) IE= 245.78 12" DI (W) 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SHALL BE REPLACED- \ WITH RIP -RAP EXISTING STORMDRAIN OUTLET \ \ \\ \ \ \ \ CONSISTENT WITH IE 233.16 12" DI (NE) �D S S \ \ \ \ \ 1 Ib FIGURE 4.2.2.A AND \ \ \ l TABLE 4.2.2.A OF THE ` Q D , RSWDM AND SHALL EXISTI LASH PAD W W W W - W 1 \ \ CONNECT WITH THE WAY) 1 ` / I \ \ \ \ \ \ \ \ \ \ RIP -RAP PAD PER I 4k X N89° 33' 18"W(SECTION LINE) 2648.94'(CALC) \ CALLOUT 2. / 2 So SS 22 \ SS SS - - SSI - - SS\-T 92.75 \ -� �- -) - - 41 .9 24 3 3 z ( ( I \ \ \ EXISTING SANITARY SEWER 1 0 23 \ 25 3 3 RIM MANHOLE 238.72 1 1 G dS as ' \ 1 ( \ 1 _IE=229.39 (CENTER CHANNEL) 8" GONG. (E,W) 1 sA a o 27 28 LADDER= (S) \ as26 ° HU HU \ _(5�U HU ` \ 0H OHU OHU OFF\ \ OHU\ \ \01 U � \ SD 3 0 OHU... C�H 0 l 0 U OH HU 0 \ 0 415.87" 29 5.00'(DEED ;- f 218.02' � 01� \ \ 08U \� - 97.85' d 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 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) ME I 12 7.04' 3 �J. L\l (OHU OHU JHU oHU ( OV�-U- 3 ° �� ? 249 EXISTING 6" GONG. oHu oU+u I oH1u \ �\ \ 19 20 8 ' - RETAINING WALL U 0� 0 U J 21 WITH VARYING HEIGHT WOOD o u���ekiU �\ \ I �> 5 9 6 \ l t �L' \ g 32 248 FENCE. / � ° CORNER OF WALL IS 0.58' SID°. 31 1 0----------- EASTERLY OF CALCULATED \ \ \ \ \\ 1 I 1 \ T c \ r DEED CORNER TOP OF 1 i 20' BSBL i 27.0' 1 \ EXISTING SLOPE �- \ \ - - TRACT A \ �, \ \ L2 -------- -- =-- -, -- - - - - - 24� \ l 0 l 6 \ XISTI SANITARY SEWER `� 27 BSBL \27 BSBL ! I J \ \ \\\ \� \ \ o \ \ ~ ^ \ - \ I \ \ ���\ \\ 2���� 4 STUB BOARD `. 18 15 13 �. �\ (NATIVE GROWTH \\ \�� TOPS BOARD= \ ' \o 14 \ w \ \ \\ \\ \ \ o� \ _ \ � \ ��0 2� 22A .2 \ ) L3 �\ 2.60' �,\ 16 m1 N' 17 1 1 :°� ... 246 \ Lnn - \ \ \ PROTECTION TRACT) \ �� ����\\��\ �p ,5' ���`, \ \ \ 1 �� o 2611581 SF\ w im ° w P \ ml\o ter? \ \ i RETAINING WALL \ \ \ \ o \ \ 210 \ \ \ J TO 15\ o i 1 i i QS i EXISTING 6" CONC. MAPLE\�20'208 �_\ \ ) I12'� 14'MA�PLC \ �\ 6 \ \ \ \\ \\ `� \\ L4\ i \ `�\` i o i / m1 o Im�� \ i -WITH VARYING HEIGHT WOOD \ \ ^� \ 0 i A EX ING 6' J FENCE. 2 202- \ \ \\ \ \ 15' TOP OF SLOPE T 30" FIR `� z \` CHAI K FENCE \ __198 00 \ \ \ \ \ \� _ BUFFER \ ~ \ \ \ 19' DRIPLINE _ X i` �Q� X I \ 4\ 12" MAPLE \ \ \ \ \ L5 i 1 `� 20' BIL �A i 20' B L Q /S �6 6 /6 6 �> > > \ o \ \\ \ \ & 0 2 Q 6 8 O st cn (� sz � w o 6 cP \ \\L / EXISTING 6" GONG. A 24" FIR 14" MAPLE 51/ 36" CEDRETAINING WALL \\\6/��2b RIPLINE WITH VARYING HEIGHT WOOD ` 9 20' DRIPLINE 14" MAPLE \14' MAPLEFENCE. 4�L ML ` \~\30" MAPLE \ \� \TOp L7 \ `\ ��� \ \ END OF WALL IS 0.1' N BY \ 14E \ \321.57' \ \ \ b0.00' t 0.1' W OF CALCULATED \ \ l \ I 44.17' - - DEED CORNER EXISTING 6" WOOD \ L L 1 ~ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ FENCE ANGLE POINT / EXISTING 6" WOOD �� �\ \ 1.0' NORTHERLY L TREE DRIPLINE FENCE CONSTRUCTION NOTES OEXISTING STORM DRAIN OUTLET W/ ROCK OUTFALL PROTECTION. SEE FIG. 4.2.2.A ON SHEET 13. EX. IE = 233.16 12" D.I. (NE) (PUBLIC) IE = 233.20 12" D.I. (SE) (PUBLIC) OSTORM DRAIN OUTLET W/ ROCK OUTFALL PROTECTION SEE FIG. 4.2.2.A ON SHEET 13. IE = 231.00 12" D.I. (SE) (PRIVATE) O69 LF - 12" D.I., S = 1.16% (PRIVATE) ® CATCH BASIN, TYPE 1 W/ SOLID LOCKING LID (PRIVATE) RIM = 235.74 IE = 231.80 12" D.I. (NW) IE = 231.80 12" PVC (E) O40 LF - 12" PVC, S = 0.50% (PRIVATE) © 54" DIAM. FLOW CONTROL STRUCTURE W/ SOLID LOCKING LID (PRIVATE) SEE STD. PLAN - 237.00 AND ELEVATION EXHIBIT SHEET 12. RIM = 240.35 IE = 232.00 12" PVC (W) IE = 232.00 36" CMP (E) RISER: 24" CMP, TOP OF RISER ELV. 237.00 NOTCH HEIGHT: 0.65' BOTTOM OF NOTCH ELV: 236.35 NOTCH WIDTH: 0.0199' BOTTOM ORIFICE:0.42" DIAM, ELV 232.00 O2 LF - 36" DIAM. CMP, IE = 232.00, S = 0.00%(PRIVATE) ® 106.5 LF - 6' DIAM. CMP DETENTION PIPE (PRIVATE) DETENTION PIPE IE = 231.50 IE = 232.00 36" CMP (W) IE = 234.00 12" PVC (N) IE = 234.00 12" CMP (S) IE = 234.00 12" CMP (S) O4 LF - 12" DIAM. CMP, IE = 234.00, S = 0.00% (PRIVATE) 1 0 CB, TYPE 2 - 48" DIAM. W/ SOLID LOCKING LID (PRIVATE) RIM = 246.23 IE = 234.00 12" CMP (N) IE = 237.50 8" PVC (S) IE = 237.50 6" PVC (E,W) 11 28 LF - 8" PVC, S = 9.29% (PRIVATE) 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 OF CALCULATED DEED, (TYPICAL) LINE - /jj EXISTING j% HOUSE 12 CATCH BASIN, TYPE 1 W/ VANED GRATE (PRIVATE) 34 LF - 12" D.I., S=3.82% (PUBLIC) RIM=243.77 25 LF - 12" PVC, IE = 234.00, S = 15.20% (PRIVATE) IE = 240.10 8" PVC (N) CATCH BASIN, TYPE 2 - 48" W/ VANED GRATE (PUBLIC) 3O CATCH BASIN, TYPE 1 W/ VANED GRATE (PUBLIC) 13 RDCO - SEE STD PLAN 226.00, SHEET 12 (PRIVATE) STA: 0+41.50 , 11.50' RT STA: 2+32.57 , 11.15' RT RIM = 245.23 RIM = 239.09 RIM = 250.73 IE = 239.00 6" PVC (E) IE = 234.50 12" D.I. (W) IE = 246.73 12" PVC (W) IE = 235.09 12" PVC (E) 0314 RIMIM = 246.52 R-SEE STD PLAN 226.00, SHEET 12 (PRIVATE) IE = 234.50 12" PVC (SE) 31 4 LF - 12" DIAM. CMP, IE = 234.00, S = 0.00% (PRIVATE) IE = 242.00 6" PVC (W) ® 191 LF - 12" PVC, S = 6.09%(PUBLIC) THE FRONT SETBACK IS 20 FEET PER R-8 ZONING. HOWEVER, THIS 20 FOOT FRONT SETBACK NEEDS TO BE ADJUSTED TO ACCOMMODATE THE 15 CB, TYPE 2 - 48" DIAM. W/ SOLID LOCKING LID (PRIVATE) 64 LF - 12" PVC , S = 5.15% (PUBLIC) PROPOSED 15' WIDE DRAINAGE EASEMENT AND AN ADDITIONAL 2' RIM = 242.77 SETBACK FROM EASEMENT TO BSBL PER SECTION 4.2.2 ITEM 7 IE = 234.00 12" CMP (N) © CATCH BASIN, TYPE 1 W/ VANED GRATE (PUBLIC) EXCEPTION, RESULTING IN A 27' FRONT SETBACK. IE = 237.50 8' PVC (W) STA: 0+64.85 , 25.49' RT IE = 237.50 6" PVC (SW) RIM = 239.98 16 16 LF 8" PVC, S = 1.00%(PRIVATE) IE = 238.00 12" D.I. (E) 1 7 RDCO - SEE STD PLAN 226.00, SHEET 12 (PRIVATE) 40 LF - 12" D.I. , S = 0.50% (PUBLIC) RIM = 242.26 IE = 239.00 6" PVC (NE) 8 48" FLOW SPLITTER -SEE DETAIL SHEET 12 (PUBLIC) W/ ROUND FRAME AND COVER R-417211 1 8 CB, TYPE 1 W/VANED GRATE (PRIVATE) STA:1+04.87 , 19.75' RT RIM = 243.25 RIM = 241.72 IE = 237.80 12" DI (SW) IE = 237.66 8" PVC (E) OUTLET 1 - SOUTH IN COMPLIANCE WITH CITY OF RENTON STANDARDS 19 ACCESS RISER PER COR STD. PLAN 235.10, SHEET 12 (PRIVATE) STANDPIPE 12" CMP RISER RIM = 241.07 IE TO TANK = 237.80 12" PVC (S) SURFACE WATER UTILITY ORIFICE: 1.59" , IE = 235.80 DEVELOPMENT ENGINEERING ~� ACCESS RISER PER COR STD. PLAN 235.10, SHEET 12 (PRIVATE) OVERFLOW (TOP OF RISER) IE = 241.30 NJanders 12/20/2021 J Farah 12/20/2021 RIM = 244.40 OUTLET 2 - WEST STANDPIPE 12" CMP RISER 21 ACCESS RISER PER COR STD. PLAN 235.10, SHEET 12 (PRIVATE) IE BYPASS= 237.80 12" PVC (W) RIM = 247.20 ORIFICE: 1.63" , ELV 235.80 OVERFLOW (TOP OF RISER) IE = 241.30 CITY OF RENTON REDLINES 3.18.21 HJ 4/16/2021 GH SURVEYED: L. WALKER SCALE: " � 1 = 20 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 83/1 CITY Y 0 E � M E I L I N VIEW 1833 N E 12TH ST °ATE: 11 /24/2021 CITY OF RENTON REDLINES 5.24.21 HJ 5/27/2021 GH DESIGNEDJ. BROWN TIELDB°GK: CITY OF RENTON REDLINES 7.21.21 HJ 7/27/2021 GH RENTON RENTON WA 98056 PAGE DRAWN: °RAwilvc No: H. JASTRZEMBSKI ONE INCH DATUM e CHECKED: J.BROWN AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. DRAINAGE CONTROL PLAN �R 0. REVISION BY DATE APP SCALE ACCORDINGLY APPROVED: SHEET: OF: G.HULSMANN 11 19 T N U O Q J H H I♦ fq WE @ 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: 3B1B34D3-7EOA-476C-ADB3.4329FFEOC108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER HEREBY REFERRED TO AS APPLICANT MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE. AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SMALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER. GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE, IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN. AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS, THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8, ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY PER SECTION 2-03.304)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS. ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS- ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS 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 SE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE, ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220,10. AND 22D.20, 13. STEEL PIPE SHALL BE ALUMINIZED. OR GALVANIZED WITH ASPHALT TREATMENT 1. 2. OR 51NSIDE AND OUTSIDE, 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAIN 204.10 20620. 204.30 204.40 AND ZD4.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURBIGUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-O WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO, 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEICATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. STD. PLAN - 267.00 PUBLIC WORKS SURFACE WATER STANDARD PLAN e68a(AM,Jby: DEPARTMENT NOTES (1 OF 2) Martin Pastucha8/13/2020 DATE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 %E1 4• FLAT FACE GOTHIC �9'DIA 4&1/8'DI-I3f18'DIA1/rDIA(2) 3/8•-16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLSCREW(ALLENHEAD) W/WSHRS 5/8• ON A 8" DIA BOLT CIRCLE PLAN VIEW FRAME SECTION COVER SECTION 1 8:4E CAST IRON FRAME AND PAVED AREA (TYR) COVER, SEE NOTE 3 12 EXTEND DEIGN P RISER IH•�{f 2' ABOVE DESIGN PONDING ELEVATION OR PER PLAN FERNCO GASKETED V OUIK CAP OR SIMILAR a DESIGN PONDING ELEVATION PERWSDOT"3..11(2) 8' CLASS "B' PER WSDOT 9-03.11(2) ASPHALT, SEE NOTE 4 4" COMPACTED SAND OR C GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) o CLEANOUT RISER, SEE NOTE 2 I'I= CLEANOI T RISL SOIL TIGHT 45° BEND SEE NOTE 2 - WYE SOIL TIGHT = COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR -;✓� ROOF DRAIN COLLECTOR PIPE, SEE NOTED '1 CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA .-� (III TO OVERFLOW ;. STRUCTURE OR STORM MAIN ':tiJ Yam" MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. LINDERMAIN PIPE PER STD. PLAN 262.10. Z CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675ZIPT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT. MARKED 'STORM. OR •DRAIN. 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA. POUR 8" THICK, r#' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,ODO PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND. AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE, CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3- CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF SIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS; STD. PLAN - 226.00 � PUBLIC WORKS ARosDnea y: � DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha s/13/20 ( -�lj.8�;��:1.1>jLS8BAg90... DA?L ■E7 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 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 DRAINAGE NOTES AND DETAILS SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED. SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4-BINCH ROCK K)-71%PASSING- 2-41NCH ROCK/ 30- 40% PASSING: AND • LESS THAN 2 INCH ROCK 110-20%PASSING . 19 FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY THE CITY. FOOTING DRAINS SMALL NOT BE CONNECTED TO ON-SRE BMPS. 20. THE END OF EACH STORM DRAIN STUB SMALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED'STORM- OR `DRAIN' SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CRY STANDARD PLAN 22TM 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SMALL BE PROVIDED TO THE CRY PRIOR TO CONSTRUCTION. 22. ALL NEWLY4 STALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS. GUTTERS AND/OR PAVEMENT. 23- ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SMALL BE TESTED IN ACCORDANCE WITH SECTION 7.04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CRY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES. PROTECTIVE EQUIPMENT, FLAGGERS. AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE. HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-O WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CFTYS AQUIFER PROTECTION AREA LAPA) SHALL COMPLY WITH SPECIAL REQUIREMENT 06 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-34150). 28, PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIWMANHOLE LIDS, CLEANOUTS. INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES. SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NONSLIP OR NONSKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SMALL CONFORM TO TABLE 42.1 A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,ODO SQUARE FEET OF PERMEABLE PAVEMENT, IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G.. PARKING AREAS). TESTING OBSERVATION MAYBE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SMALL BE TESTED USING ASTM C1781. STD. PLAN - 267.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN l by: DEPARTMENT NOTES (2 OF 2) artin PastuchV4397a/13/2ozo DATE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 OPTIONAL PARALLEL TANK TERMINAL END I 136 MINA � IN PIPE ACCESS RISERS. SEE NOTE 4 F (BACKUP SYSTEMS, I SAME SIZE AS INLET PIPE. i L-------------------------------J TY WHERE Si I/I I I 1r MIN. DIA. Ill ZMIN. II II ACCESS RISERS PER 1 FLOW Al A �-� O STD. PLAN 235.10 O �-W OUTLET PIPE INLET PIPE (FLOW THROUGH) CONTROL STRUCTURE WITH 36" MIN. CONNECTOR PIPE SOLID LOCKING LID PLAN TYPE 2 CATCH BASIN (CB) 'FLOW -THROUGH' SYSTEM SHOWN SOLID. REQUIRED FOR FLOW THROUGH DESIGNS FOR TLOW BACKUP' SYSTEM AND SYSTEM ONLY PER STD. PLAN 201 t: PARALLEL TANKS SHOWN DASHED FINISH GRADE W MAX. 100' MAX. T MIN. DIA, AIR VENT PIPE ACCESS RISERS, SEE WELDED TO TANK (REQUIRED STD. PLAN 235.10 IF NO ACCESS RISER ON TANK) r MAx. ® 2' MIN, SEE NOTE 10 DETENTION TANK ITYP) (SIZE AS REQUIRED) -\ 6'SEDIMENT STORAGE •. ^FLOW r MIN. r MIN. 36" MIN. DIA. (TYR) SEE NOTE 10 (TYPJ CONTROL STRUCTURE (FROP-T SECTION A SHOWN). MIN. 54• DIA. TYPE 2 CB PER STD. PLAN 237.00 NOTES: FLOW RESTRICTOR PER STD. PLAN 237.00 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLYACTUALCONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA. 2. MINIMUM TANK DIAMETER IS 16 INCHES. 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL. OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2. OR 5. 4. ACCESS RISERS REQUIRED WITHIN 50 FEET FROM ANY LOCATION IN THE DETENTION TANK AND WITHIN 5 FEET OF EACH TERMINAL END. ANY LOCATION WITHIN THE DETENTION TANK SHALL HAVE A DIRECT LINE OF SIGHT FROM AN ACCESS POINT, UNOBSTRUCTED BY ANY RESTRICTIONS SUCH AS A WALL OR BAFFLE. 5. H-20 LIVE LOADS MUST BE ACCOMMODATED FOR TANKS LYING UNDER PARKING AREAS, ROADWAYS, AND ACCESS ROADS. 6. BEDDING OF THE PIPE SHALL BE IN ACCORDANCE WITH STD. PLAN 220.00. 7. PRIOR TO STARTUP, DETENTION TANK SHALL PASS LEAK TEST. S. PIPE MATERIAL, JOINTS, AND PROTECTIVE TREATMENT FOR TANKS SHALL BE IN ACCORDANCE WITH SECTIONS 7-04 AND 9-05 OF THE WSDOT/APWA STANDARD SPECIFICATION. 9. ALL TANK ACCESS OPENINGS MUST BE READILY ACCESSIBLE BY MAINTENANCE VEHICLES. 10. WHEN CONNECTING TO ANEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 11. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING B NOT TO SCALE NITS) STD. PLAN - 235.00 • PUBLICWORKS DIRIUMIlMB by: DEPARTMENT TYPICAL DETENTION TANK ayyrt�gqimyn�� �P�astucha 8/13/202 44A1:4AXWA4YD.. 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 F W,� 8:48 1 8:4 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 6. IT, OR 24- ONE R3 BAR HOOP FOR W HEIGHT INCREMENT (SPACED EQUALLY), SLL-tI 1 RECTANGULAR ADJUSTMENT SECTION 6 PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12' CONCRETE ALL METAL PIPE /6 CPSSP', 12' STD. SPEC. 9-05.20 SOLID WALL PVC, STD. SPEC. 9-05.12 1 () 15' PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15' 'CORRUGATED POLYETHYLENE STORM SEWER PIPE NQt� NOTES: sFF�, '0 � _ 8 �! 1 AS ACCEPTABLE IN THE PRECAST BASE SECTION ON FIBERS IVES TO THE REBAR (PLACED OWN 03 BAR EACH CORNER 1 I I I i f I 43 BM EACH SIDE R3 BAR EACH WAY PRECAST BASE SECTION 03 BAR HOOP ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 201. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF r MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5• MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04 3. 3- THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. 6, THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR k3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20. 2. CORNER 18' MIN. 3( ) 8- ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE W ITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS. RISERS, AND FRAMES. 9. MORTAR SHALL REMIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11_ ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNUSS OTHERWISE NOTED, DRAWING IS NOT TO STeIc (TUTS) STD. PLAN - 200.00 CRIPUBLIC WORKS APPR ET DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 I DATE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 1 ICITY OF RENTON REDLINES 3.18.21 2 CITY OF RENTON REDLINES 5.24.21 3 ICITY OF RENTON REDLINES 7.21.21 STANDARD TYPE 2, 60' DIA CATCI BASIN (CB) CONCRETE TOP SLAB LADDI 36"CARP R4 24-INCH BOLT LOCKING RING AND COVER ADJUSTMENT RINGS AS NECESSARY. PER STANDARD PLANS 204 40 AND 204.50 - CRUSHED SURFACING TOP COURSE COMPACTED WSDOT STD. SPEC 9-03.9(3) TO 95% MAX DENSITY(TYP.) / MANHOLE STEPS. 1r O.C. J/ WELD OR BOLT STANDARD MANHOLE STEPS J NO. I REVISION LOCKING LID LMARKED'DRAIN') ED OVER 24' DIA. ECCENTRIC OPENING MAINTAIN 1' GAP BETWEEN BOTTOM OF SLAB AND TOP OF RISER. PROVIDE PLIABLE GASKET TO EXCLUDE DIRT 41 PLACE CEMENT MORTAR SEAL BETWEEN TOP SLAB AND MANHOLE, SEE NOTE 6 RISER, 36 DIA MIN.. SAME MATERIAL AND GAUGE AS TANK WELDED OR FUSED TO TANK DETENTION TANK SECTION :45 AI NOTES: 1. USE ADJUSTING BLOCKS AS REWIRED TO BRING FRAME TO GUIDE, 2. METAL PARTS PREFERRED TO BE STAINLESS STEEL. ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1. 2, OR 5. 3. MUST BE LOCATED FOR ACCESS BY MAINTENANCE VEHICLES. 4- MAY SUBSTITUTE WSDOT SPECIAL TYPE IV MANHOLE (RCP ONLY). S. TOP SLAB SHALL BE RATED FOR HS-20 LOADING. 6. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS) STD. PLAN - 235.20 PUBLIC WORKS �e6 by: DEPARTMENT DETENTION TANK ACCESS Martin Pastucha 8/13/20z I 8:, "1�'i�b98B4490.. DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CATCH RASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION O SECTIONS MAX.)(TWO MORTAR, (TYP.), SEE NOTE 5 4' MIN. 2r MAX. 16' MAX. - FLAT SLAB TOP 48", 54'. 60", 71�4 96, 12P ORE NOTE 6, TYP. MAX FOR MT MAINTENANCE STEPS OR LADDER 1r (TYP.)Tr rMININ24" 2.5'MAORCING STEEL, (TYP.) MIN.GRAVEL 12'BEDDING BACKFILL FOR PIPE ZONE PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) SEPARATE BASE PRECAST PRECAST WITH RISER NOTES: 1 _ NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING, 3, THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM T02S MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6, WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-WSEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. T MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITM PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. • PUBLIC WORKS DEPARTMENT CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48' 4- 6' 3V 8' 54' 4S" 6 42' 8• 60• 5' 6 48' 8" 12' 6' 8' 6D' 12' 84' 6 12' 7r 12' 96 6 12' 84" 12' Tr /0' 1r 96' 1T 144" 12" 12" 108' IT PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DAMETER DIAMETER CONCRETE ALL METAL CPSSP' SOLD WALL PVC PROFILE WALL PVC 3 48" 24' 30' 24• 30' 30' 54" 30' 36" 30' 36' 36' 60• 36' 42" 36' 42• 42' 72' 1 42' 1' 42' 48" 48' 84" 54 60' S4' 48" 48' 96" SO" 72' 6D' 48" 48' 12W 66' 84 60" 4W 48' 144" 78' 96• 60" 48' 48' 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 2 STD. SPEC. 9-05.12(1) 3 STD. SPEC. 9-05A2(2) STD. PLAN - 201.00 CATCH BASIN TYPE 2 GAZ 9/28/2018 I DATE DocuSign Envelope ID'. 3B1B34D3-7EOA476C-ADB34329FFEOC108 ADDITIONAL LADDER RUNGS (IN SETS) TO T MIN. CLEARANCE TO �✓ \` ALLOW ACCESS TO TANKS OR VAULTS ANY PORTION OF FLOW RESTRICTOR i N WHEN CATCH IS FILLED WITH WATER TEE INCLUDING ELBOWS / REM VABLE WATERTIGHT COUPLING OR FLANGE 2' MIN, A ELBOW RESTRICTOR. SEE DETAIL AND NOTE 10 / ANGLE AS / NECESSARY, / SEE NOTE 7 j 6 MIN. � 7 MN. s' MAx. PLATE WELDEDTOELBOW WITH PLAN VIEW ORIFICE AS SPECIFIED. SEE NOTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12- MIN. UNDER FRAME 8 SOLID COVER MARKED --IN- WITH PAVEMENT LOCKING BOLTS PER STD. PLANS 204.40 AND 204,50 16' MAX. VERTICAL BAR GRATE FOR SECONDARY INLET 6'MIN. DESIGN WATER ELBOW RERICTOR, SURFACE SEE DETAID NOTE 10 HANDHOLDS. STEPS, OR LADDER PIPE SPORTS. SEE NOTE 6 r 1r (TYP.) 1.5 X D }I SEE NOTE 9 (TYPJ MIN. rMIN, I D I 4-- "AN ISOMETRIC i �'I� OUTLET PIPE, SEE T INLET PIPE NOTES 1 S 5 2' INVERT AND MIN. SHEAR GATE WITH CONTROL ROD FOR ELEVATION PER PLANS CLEANOUT/DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER) 12' SECTION OF PIPE ATTACHED BV PER STD. PLAN 237.30 GASKETED BAND TO ALLOW REMOVAL r r MIN. WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 NOTES: SECTION A 1. USE A MIMIMUM OF A SC DIAMETER TYPE 2 CATCH BASIN. 2. OUTLET CAPACITY: IWYEAR DEVELOPED PEAK FLOW. 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL. OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. S IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4•. 6. PROVIDE AT LEAST ONE 3X.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM T-O' VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9. WHEN CONNECTING TO ANEW PIPE. USE A FLEXIBLE CONNECTOR (KOR4N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10, IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS) STD. PLAN - 237.00 PUBLIC WORKS FLOW CONTROL STRUCTURE - ° 'aoetlbl! j� DEPARTMENT RESTRICTORTEE artwAian"Pastucha 8/1s/zo c N td.WABA¢BD... DATE 4/16/2021 GH SURVEYED: SCALE: L. WALKER 5/27/2021 GH DESIGNED: J. BROWN 7/27/2021 GH DRAWN: H.JASTRZEMBSKI ONE INCH CHECKED: J. BROWN AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: G. HULSMANN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM :45 AI C TY OF 1110 Planning/Building/Public Works Dept 1 8: 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 48" FLOW SPLITTER 12' STAND PIPE IE: 237.80' i\4JA7 - (D INLET PIPE IE; 237.80' 12 BYPASS STAND PIPE _ ! 1NcT USED 1 FII13H FLEW BYPASS AIPE t J+CCeB$ STEP$ 17 PIPE TO MATE, OL rAUTY FKIUTY (b RISER PIPE; TOP OF PIPE AT DESIGN ELEVATION FOR WATER QUALITY FLOWS VANE GRATE LID (9) REMOVABLE 'TEE, SECTION FOR CLEAN QV1 �¢ RI$ER PIPIT DRIPIC6 $iI$ED 1`01R WATER QUALITY FLOWS AND-GAI.CULATED FLOW CONTROL RI M: 243.25' IE: 237.00' 1 T STAI CI PIPE IF: 237.00' f��e= t> IFIGE 1.59- 1.63' DETENTION TANK FLOW CONTROL STRUCTURE ELEVATION EXHIBIT 54" MANHOLE 237.00' '. NOTCH WIDTH: 0.019' _______ 236.35' N A 5' A � m IE: 232.00' 36" CMP (E) 24" IE: 232.00' 12" PVC (W) BOTTOM ORIFICE` DIAM 042 24 7. REFER TO CITY OF RENTON DETAIL STD. PLAN 237.00 FOR CONSTRUCTION STANDARDS. R-417212 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING III,+% SURFACE WATER UTILITY NJanders 12/20/2021 J Farah 12/20/2021 MEI LIN VIEW 1833 NE 12TH ST RENTON, WA 98056 DRAINAGE NOTES AND DETAILS DATE: 11 /24/2021 FIELDBOOK: PAGE: 12 19 T N U O N J @ 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. 29 v4• RECESSED ALLEN HEAD CAP SCREW 5/8•-11NCx2- GRATE FPANE SECTION BOLT -DOWN DETAIL SEE NOTE 2 24 1/4* 1 -{S\ SECTION A <> ~ `SEE DETAIL ISOMETRIC VIEW / \ / 718 f I 1r4" NOTES: 1 . THIS 4117 1 SEE STANDARD PLANS 204. 0, 204.20.^204. AND 204.40.'�ES OR COVERS, •�.I ,2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED- TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH HE PROVIDE E OR COVER SLOTS. 3/4' / THE FRAME SHALL ACCEPT THE 61r-1 1 NC x 2* ALLEN HEAD CAP CREW BY BE NG TTAPPED OR OTHER APPROVED MECHANISM. LOCATION OF \ / BOLT -DOWN HOLES VARIES BY MANUFACTURER. \ 2 117 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL \ DETAIL REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTSI STD. PLAN - 204.00 1. DEPARTMENT PUBLIC WORKS RECTANGULAR FRAME D GAZ 9/28/2018 1 DATE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOCIDB �1 ETERMG )LT HOLES - 3 PLACES LA I LLY SPACED 12V APART ON 1N6- D0. B.C. SKID GROOVE PATTERN DIA. PICKHOLE {�- 2S DIA a;4- I 83r4' I (TVP.) COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5f8•-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 114' r 1 1116' 1/Ir 11 R1/8• 26 trr ow. 251/4 DA. GASKET GROOVE DETAIL F DIA. NEOPRENE GASKET 16 6' .3,fi 23 3/8' DIA. CL OPEN 275116'DIA. SKID GROOVE PATTERN DETAIL 34 v6• DIA FRAME SECTION VIEW NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. 2. HIS COVER SHALL ONLY BE USED FOR STRUCTURES WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC RIGHT-OF-WAY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.40 PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PRIVATE) Aartin PastuchW13/2020 u "" wFD9884 w9D_. DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 24" 1 a 2 11'7 DIA. HOLE A / �QpQ ' Qapapa apapopa ���Q�pQpQ Q Q Q�Q� pQpQ J TOP m ISOMETRIC 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 DRAINAGE NOTES AND DETAILS DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 1Sign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 I I I I Vz„ BOLT -DOWN SLOT, I I4' SEE DETAIL AND NOTE 1 I 1 1,14• I I I �T� I T I I I BOLT -DOWN SLOT DETAIL SEE NOTE 1 L � 3" R26, SEE NOTE 4 314" 1 VT L SECTION B T 3' r R3�OTE 2 5„ NOTES: 3112' r 314" 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. i 518• PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH HE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 518'-11 NC x r ALLEN 4" Vq' HEAD CAP SCREW BY BEING TAPPED, OR OTHER DIAHOLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2" DIA. HANDLE 1 V 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN SECTION C LIEU OF THE RIB DESIGN. 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 204.10 PUBLIC WORKS _. 71� RECTANGULAR SOLID METAL COVER9/28/2018 1 2=z DEPARTMENT Iftw DATE DocuSign Envelope ID: 3BIB34D3-7EOA-476C-ADB3-4329FFEOC108 1/2• LETTERING BOLT HOLES-3 PLACES EQUALLY SPACED 120` APART ON 23 1/16" DIA B.C. RENTO l D� RAIN � (1) V DIA PICKHOLE PL Au �jjr�v114-LETERING 25- DIA. 314- I 2 1/2' I 8 3/4" (TVP.) COVER SECTION VIEW COVER BOTTOM VIEW (3) SET SOC. (ALLEN HEAD) 5/e--11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26112" DIA. 25 114" DIA. 174' DIA NEOPRENE GASKET �'114' f'` R1/8" 518" 23 318• DIA, CL OPEN GASKET GROOVE DETAIL 27 5l16' DIA. 34 vB" DIA. FRAME SECTION VIEW NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No, 3717G1 OR APPROVED EQUAL. UNLESS OTHERWISE NOTED. DRAINING IS NOT TO SCALE IN I STD. PLAN - 204.50 = PUBLIC WORKS STORM ROUND FRAME AND COVER 011,%DEPARTMENT (PUBLIC)ENMIr.EqP91 artin Pastucha8/13/2020 149D._ 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 :45 AN 1 8:48 I I I I IOLT-DOWN SLOT, I LEE DETAIL AND I 112 IOTE 1 1114' I � I I I I I BOLT -DOWN SLOT DETAIL L _ _ _ SEE NOTE 1 SED LETTERING 5' 5' ISOMETRIC 5 20" 5 5 24' I-� 7 OR 8 EQUAL SPACES " 5' 1 DIRECTION FLOW I 3' 1 518" MAX. J }T SECTION A SECTION B NOTES: 1_ BOLTEDOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN HE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. HE FRAME SHALL ACCEPT THE 5W-11 NC x 7 ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME DETAILS. SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 204.20 PUBLIC WORKS RECTANGULAR VANED GRATE PR "` DEPARTMENT GAZ 9/28/2018 1 DATE DocuSign Envelope ID: 6EECF5B6-602A-0E4A-B436-A317AA638878 #6 BARS 0 7' SPACING 12"ITVPJ 20"x24•, 24" DIA., 48- W DIA., OR 54" MAX, DIA. HOLE �6 z" (TYP.) 12" s IT T_ 1"MIN. 2112" MAX, 84" or 96" FLAT SLAB TOP PREFABRICATED LADDER 12" M.N. #5 BARS Q 6• SPACING T_ STEP 912 MAx. 20"x24'. 24" DIA., 48• DIA.. OR 54" DIA. HOLE L� 2- (TYP ) I _ 24" MIN. 1" MIN. 8 2 112" MAX. 72" FLAT SLAB TOP Ir MIN. 24' 47 MAX. rd #4 BARS 6' SPACING 20'.24' OR MIN. �- LY 4W MIN. TYPICAL ORIENTATION 24"DIA. HOLE iI�-2•ITYP) FOR ACCESS AND STEPS ECCENTRIC CONE SECTION 8 1" MIN. 2 1!2" MAX. 46", W, or 60" FLAT SLAB TOP A0. 1C 34" y s yI ONE #3 BAR HOOP FOR 6' 1 \�lC HEIGHT INCREMENT(SPACED T �I EQUALLY), SEE NOTE 1 I 1 1•.2-.4'.6•. 2 OR 24- ONE #3 BAR HOOP FOR 6-HEIGHT NGREME14T(SPACEDEQUALLY), CIRCULAR ADJUSTMENT SECTION SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION NOTES: 1. AS AN ACCEPTABLE ALTERNATIVE TO REBAR. WIRE MESH RAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) DS STD. PLAN - 204.60 IN • PUBLIC WORKS MISCELLANEOUS DETAILS FOR A PR�AZ 1 DRAINAGE STRUCTURES 9/28/2018 I DATE �I if- la Flow OUIFALLT087Rca" WNP NO POLLUTANTS 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 I I \ I I BOLT -DOWN SLOT, SEEDETAIL AND y4. NOTE 1 I 1 11P I �T I i' I I I BOLT -DOWN SLOT DETAIL L -__SEE NOTE' TOP m 316" RECESSED LETTERING TT 5' 5' ISOMETRIC 20" 5' 5' 24' I-� 4 EQUAL SPACES �- +- 4 EQUAL SPACES �- I 3' 1 5rB" MAX. J T SECTION A SECTION B NOTES- 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"A 1 NC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. USE ONLY IN SAGS ON VERTICAL CURVES, 4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 204.30 GAZ PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL P :45 '1� DEPARTMENT VANED GRATE 9/28/2018 1 :45 AN iwex, am,,,,,onxoDATE SECTION 4.2 PIPES, OUTFALLS, AND PUMPS FIGURE 4.2.2.A SCHEMATIC REPRESENTATION OF PIPE/CULVERT DISCHARGE PROTECTION r, (:I-IANNFI 45 AN 12/12/2016 CITY OF RENTON REDLINES 3.18.21 HJ 4/16/2021 GH SURVEYED: L. WALKER SCALE: CITY OF RENTON REDLINES 5.24.21 HJ 5/27/2021 GH DESIGNED: J. BROWN 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 N 0. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVED: G. HULSMANN PLAN NTS PLACE ROCK V ABOVE CROWN BOTH SIDES OF CHANNEL FOR "A" < 8' -ONE SIDE OF CHANNEL FOR "A" > 8' �1' MIN. _IF _1 I, -I 71 DISCHARGE PIPE i L FILTER FABRIC LINER UNDER 1' OR 2' ROCK ROCK THICKNESS SEE TABLE 4.4.1.A SECTION A -A NTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM QUIRED DIMENSIONS 8' FOR ROCK LINING B 12' FOR RIP RAP SEE TABLE 4.2.2.A. NOTES: 1. ROCK TYPE = RIPRAP 2. THICKNESS= 2 FEET 3. WIDTH = DIAMETER + 6 FEET 4. LENGTH = 12 FEET 5. HEIGHT = CROWN + 1 FOOT 6. RIPRAP SHALL BE REASONABLY WELL GRADED WITH GRADATION AS FOLLOWS: MAXIMUM STONE SIZE: 24 INCHES (NOMINAL DIAMETER) MEDIAN STONE SIZE: 16 INCHES MINIMUM STONE SIZE: 4 INCHES NOTE: RIPRAP SIZING GOVERNED BY SIDE SLOPES ON OUTLET CHANNEL IS ASSUMED TO BE APPROXIMATELY 3:1 2017 City of Renton Surface Water Design Manual 4-32 9 C TY OF RENTON Planning/Building/Public Works Dept R-417213 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY " NJanders 12/20/2021 J Farah 12/20/2021 DATE: M E I L I N VIEW 11 /24/2021 1833 NE 12TH ST AGE °GK P RENTON WA 98056 PAGE 7 DRAWING N0: DRAINAGE NOTES AND DETAILS I SHEET:13 OF: 19 T N U N L.L 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 @ 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 @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved. N 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. T 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. O 0 LU --- -� 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 FRONTAGE IMPROVEMENT PLAN I \ 0 SS -\ SS S� SS \s - CC 10 1 0+35 0+40 0+00 ,:7 c .04' \ 1 2 � o 1 0 \� 1 E \ o .09' _ 1 \ o C � OHU \ OHU U \HU 0 U OHU OHU OH 1 A 11 00 415.87' 204.27' \� \ OHS OH \ s n�-nn LU Z J LU 5 I 25 24 23 \ E =-- SD SD SD S- \ SD �� M �o M W W - W W W W W W /W \ 3 NE 12TH ST \ O� \ SAWCUT EXISTING PAVEMENT \ \ SS SS SS SS SS SS S - cS �S SS SS -� SS 0+50 0+60 0+70 0+80 0+90 1+25 1 0 1+75 � \ 1+00 EX. ASPHALT WEDGE CURB \ (REMOVE) \- o 16 v I R=23.18' g I \ 3 7 9 _ a o \ 77-44 7 3.07 I \ . 1r THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED SHALL BE 0 5 10 20 NOTIFIED WITHIN A REASONABLE TIME PRIOR TO THE START OF CONSTRUCTION. ( IN FEET) CALL BEFORE YOU DIG (811) 1 inch = 10 ft. WWW.WASH I NGTON811.COM 6" ST IRON WATER MAIN SD SD - SD -- - - W W W W W W 3 mho 3 / 3 \ -A '(SEE SHEET 9) ss \ 3 ss ss -ems �� 2+25 2+30 _ ROAD CL 2+00 \ 2+50 �- Top w \ '50. 2 TO 10 249' i / 3 3 R 45' as 1 3 In a 5 a a a 8 a a s Q Q 31 14 15 a 944 SD ° 1 �6 OH 9 97 NU 41.15 HU ° OHU 6 OHU OH a j OHU a ..OFF}. OHU� 0HU OH OHU a OH � OH�J. a 4 _ 3 3 Q 4 4 a 47 7.85' •_ \ o a 50.00' I as 50.00' a a PROPOSED GUTTER ELEVATION (TYP.) 1 +00 2+00 ,A a 3 � / 0 250.77' �n 50.51 I a OHU 3 HU OHU 3 �50.88� 11 0 0+2 .00 0+5 .00 0+7 .00 1+2 .00 1+5 .00 1+7 .00 A 2+2 .00 EXISTING GRADE - - - - AT ROAD CENTERLINE _ - - - - MATCH EX. CURB FL STA: 2+29.80 ELEV: 250.20 PROPOSE GRADE T CURB W 0 '.1 150 140 0+25 0+50 0+75 1+25 1+50 1+75 2+25 2 30 U+UU NE 12TH ST CENTERLINE PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 5' CONSTRUCTION NOTES: IfiuU \ EXISTING STORM DRAIN OUTLET \ 64 LF - 12" PVC , S = 5.15% W/ ROCK OUTFALL PROTECTION. SEE FIG. 4.2.2.A ON SHEET 13. 5 48" FLOW SPLITTER - SEE DETAIL SHEET C4.02 IE - 233.20 12" D.I. SD (SE) (PUBLIC) W/ ROUND FRAME AND COVER IE = 233.16 12" D.I. (NE) (PUBLIC) STA:1+04.87 , 19.75' RT \34 LF-12" D.I., S=3.82% (PUBLIC) RIM = 243.25 THIS PIPE AND ALL STORMWATER COMPONENTS IE = 237.80 12" DI (SW) UPSTREAM ARE PUBLIC. OUTLET 1 - SOUTH \ CATCH BASIN, TYPE 2 - 48" W/ VANED GRATE STANDPIPE 12" CMP RISER IE TO TANK= 237.80 12" PVC (S) STA: 0+41.50 , 11.50' RT ORIFICE: 1.59" , IE = 235.80 RIM = 239.09 OVERFLOW (TOP OF RISER) IE = 241.30 IE = 234.50 12" D.I. (W) OUTLET 2 - WEST IE = 235.09 12" PVC (E) STANDPIPE 12" CMP RISER IE = 234.50 12" PVC (SE) IE BYPASS = 237.80 12" PVC (W) ORIFICE: 1.63" , ELV 235.80 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 RFTP F R 1►[9111 1Jau�wl ZtUU \ 5' SIDEWALK PER CITY STD. DETAIL 102 ON SHEET 10. 15 40 LF - 12" D.I. , S = 0.50% \ DRIVEWAY. SEE DETAILS ON SHEET 9. 16 191 LF - 12" PVC , S = 6.09% 1 Q MATCH EXISTING SIDEWALK ELEVATIONS. SEE SIDEWALK DETAIL ON SHEET 10. 1 7 CATCH BASIN, TYPE 1 W/ VANED GRATE STA: 2+32.57 , 11.15' RT 11 EXISTING OVERHEAD UTILITIES, EXCEPT FOR RIM = 250.73 TRANSMISSION LINES, SHALL BE INSTALLED IE = 246.73 12" PVC (W) UNDERGROUND BETWEEN POLES. A SEPARATE ® LIMITS OF PAVEMENT REPLACEMENT. FRANCHISE PERMIT IS REQUIRED TO BE OBTAINED BY FRANCHISEES RELOCATING THE UTILITIES. 12 UTILITIES TO NEW LOTS SHALL BE INSTALLED UNDERGROUND. 13 SEE CURB RAMP DETAIL ON SHEET 10. 14 CATCH BASIN, TYPE 1 W/ VANED GRATE STA: 0+64.85 , 25.49' RT RIM = 239.98 IE = 238.00 12" D.I. (E) 4/16/2021 GH SURVEYED: L. WALKER SCALE III= VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C T Y OF DESIGNED: J. BROWN 5/27/2021 GH 1 10' 7/27/2021 GH DATUM RENTON DRAWN: H. JASTRZEMBSKI ONE INCH CHECKED: J. BROWN AT FULL SCALE LE IF NOT ONE INCH Planning/Building/Public Public Works De. 7 g/ Dept. F APPROVED: BY DATE APPR SCALE ACCORDINGLY G.HULSMANN 2+50 ROW R-417214 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJanders 12/20/2021 MEI LIN VIEW 1/24/2021 1833 NE 12TH ST FIEL PAGE: RENTON WA 98056 f DRAWING N0: RONTAGE IMPROVEMENT PLANI SHEET: 18 OF: 19 T U H H H O Q J H H O N N T i 0 w w Z J CLU 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. 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 FIRE ACCESS PLAN EXISTINIE 2 S 3.1OUTLET 6 12" DI(NE) / / \ NE 12TH ST EXISTING SPLASH PAD 1 1 \ \ \ \ \ \ (PUBLIC RIGHT OF WAY) -13 ,TOP IOF 013 EXISTING SLOPE: 226 226 TRACT A (NATIVE GROWTH \ �212 \\\K \ '° \ 4„ P \ \ PROTECTION TRACT) \ \ zo8 ` \ \ M A L� \ \ \ \ \\ \ \ \\ \ 14 MP 2 6, 581 SF 2O6 \ \ �202�796 \ \ ~ \ \ \� \194\ \ 12" MAPLE \ \ 9 \ \ 34 36\ 38 �QO A2 7QQ—��6 ��8 /Sp /S2 52" �S /S �S /S /6 �6 �6 cP cP cP p P 1 g0 �� \ 2 A 6 8 O sr 6 cp o sz 6' CP o 6 S W 0 \__� 3 1 C_ F J J/ / l\ l C L L 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 1. 1.0' NORTHERLY i L OF CALCULATED DEED LINE r CONSTRUCTION NOTES: 10 PROPOSED EVA TURNAROUND/JOINT USE DRIVEWAY. NO PARKING SIGNAGE REQUIRED. CITY OF RENTON REDLINES 3.18.21 HJ 4/16/2021 GH SURVEYED: L. WALKER CITY OF RENTON REDLINES 5.24.21 HJ 5/27/2021 GH DESIGNED: J. BROWN CITY OF RENTON REDLINES 7.21.21 HJ 7/27/2021 GH DRAWN: H. JASTRZEMBSKI CHECKED: J. BROWN IN 0. REVISION BY DATEj APPR APPROVED: G. HULSMANN SCALE: 111 = 201 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. —EXISTING 6" WOOD FENCE TREE DRIPLINE (TYPICAL) PRI A0946C T Y OF RENTON V4001• 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.WASH I NGTON811.COM s I EXISTING 6" CONC. RETAINING WALL WITH VARYING HEIGHT WOOD I FENCE. ;ORNER OF WALL IS 0.58' ASTERLY OF CALCULATED )EED CORNER 27.0' i II �� EXISTING 6" CONC. RETAINING WALL WITH VARYING HEIGHT WOOD FENCE. / ! EXISTING 6" CONC J RETAINING WALL WITH VARYING HEIGHT WOOD FENCE. END OF WALL IS 0.1' N BY 0.1' W OF CALCULATED DEED CORNER R-417215 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING NJanders 12/20/2021 111 MEI LIN VIEW 1833 NE 12TH ST RENTON, WA 98056 FIRE ACCESS PLAN 11 /24/2021 PAGE: SHEET: OF: 1 19 IS T N U 0 Q J Ry-1I H H N U 0 CD 0 0 0 0 0 N Q J H H O N n J n ry 0 U) z_ J W EXISTING ON -SITE TREE INVENTORIY V w 7 Ld z L, MEI LIN SHORT PLAT r o SECTION 8, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. o CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON w EXISTING STORMDRAIN CATCHBASIN TYPE I RIM= 239.27 IE=237.62 4" CPP (N) IE= 237.52 12" DI (E) IE= 237.43 12" DI (SW) \ \ \\ \STING STORMDR IN 0 LET 233.16 1 DI NE) W \ r � �\ \ \ 2 HU \� -0H U Z \_\ o \\ I \ 0� _ J 10' NON EXCLUSIVE \ ( 15. SD PERPETUAL EASEMENT _ EXISTING STORMDRAIN CATCHBASIN TYPE I RIM= 248.73 IE=246.54 4" CPP (N) IE= 246.13 12" DI (E) IE= 245.78 12" DI (W) TO PSE PER 20190131000574 20' BSBL U BEING THE NORTH 1E SUBJECT PARCEL \ I � 15.0' w \\ ✓� _/ \�� \ \ \ \� \ \ \ \ \ G Al� TREE �: �,�, �. R \\\\ L0 T 3 ®\ \ \ O \� \\\ \ \ \Q �• P\ ®� \ 31 581 SF N \ 4" M L \ \ \ \ F ���0 J \ M\ \ ��1�v ® A \��� I \ \\ \ TREE A 12" MAPLE \\\\ �14" MAPLE \ " A L 14\ \ \ ' MAPLE \ 14" MAPLE \\M P EMAPG ASPEN LANDSCAPE ARCHITECTURE SITE PLANNING ASPEN DESIGN GROUP P.O. BOX 2394 ISSAQUAH, WA 98027 (425) 292-9845 (PHONE) CONTACT: PAUL J. DIX 19' f 19' DRIPRP #1 � EXISTING STORMDRAIN CATCHBASIN TYPE I WITH SOLID LID RIM= 257.02 E=254.37 12" DI (N) IE= 254.65 8" DI (s) - IE= 254.22 12" DI (W) - D W \ W oar 12TH ST =SS SS \ S fi T M [Rm L/ 2 L_ 5,000 SF BSBL LO_E-1._ 5,00a S -EXISTING 6' CHAINLINK F NCE u OHU II `- _-EXIS NG 6" CONC. RETA NING WALL WITH VARYING HEIGHT WOOD FENC . CORN R OF WALL IS 0.58' 6' #11EAST RLY OF CALCULATED DEED CORNER 27.0' HERS \ F #16 , 'mils \ -EXISTING 6" CONC. RETAINING WALL -WITH VARYHEIGHT WOOD FENCE. °� BSBL - J Imo/ > -BSBL \ \ I TR #14 EXISTING " CONIC. ' 24FIR X12 \� \ 12 DRIPUNE \� I 15`REPAINE DL RETAININ WALL WITH VA ING HEIGHT WOOD FENCE. \l I END OF ALL IS 0.1' N BY \ E I 0.1' W 0 CALCULATED Y. DEED COINER \ A\ l TREE#13 EXISTING 6" WOOD- \ FENCE ANGLE POINT / �i V/ EXISTING 6" WOOD �.� ��\\\ L 1.0' NORTHERLY JJ FENCE OF CALCULATED DEED �, CLINE �/ TREE DRIPUNE \� (TYPICAL) EXISTING HOUSE QP�\ STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT PAUL J. DIX CERTIFICATE NO. 620 TREE PLAN SCALE: 1" = 30.0' NORTH 30 15 0 15 30 60 120 N NS) a TREE RETENTION WORKSHEET DEPARTMENT Of COMMUNITY CITY aF AND ECONOMIC DEVELOPMENT enton TREE RETENTION N WORKSHEET Planning Division 1055 South Grade I.Vay4benton, WA 98M7 Phone:425-430-72DG .,,•r°&.r-En1on,.va.90 1_ Total number of trees over &" diameter1, or alder or cottonwood trees at least 8" in diameter on project site 14 trees 2_ Deductions; Certain trees are excluded from the retention cal€ulation: Trees that a redangerous2 a trees Trees in proposed public streets a trees Trees in proposed private access easements/tracts d trees Trees in critical areas3 and buffers 1 trees Total number of excluded trees: 1 trees 3_ Subtract fine 2 from fine 1: 13 trees 4_ Nextr to determine the num ber of trees that must be reta3 i nedAr Multiply large 3 by: 0.3 in zones RC, R-1r R-4, R-E or R-8 0.2 in al I other residential zones 0.1 in al I cornrnercial and industrial zones 4 trees 5. List the number -of 6" in diameter, or alder or cottonwood trees over 8'° in diameter that you are proposing'to retain": 14 trees 6_ Subtract f ne,5 from fr`ne 4 for trees to be replaced: (dine his zero orle:m shop here. No replacementtrees are required) (10) trees 7. M,ullvpIylirre6by12" for numberofrequired replacerne nt1nches, (120) inches 8_ Proposed size of trees to meet additional planting requirement: {minimum 2'° cariper trees rewired for replacement, otherwise enter Di inch es per tree 9. Divide flue 7 by lure Rfor number of replBcement trees: I IF remainder is .5 orgreater, round up to the next whole number) trees rMeas.r•ed at4.5' above p7-de. 2 A tree certified, in a written reporh� w deet terrrmn ally diseased, damaGed, or otherwise danrrous tD persans or property by a licensed landscape ardrifte orcErtiFred arborEm and apprD.+ed bpthe City. s Caitiel areas, midi as wrHands, stremns, flDodplains and protected slopes, are defined in AMC 4-3-054. { Court only thma trees tD be rctirmd aut;Wc Df a-itical areas and buffers. ; The Cisy may requinennodifiotion of the tree retention plan to ensure retention afthe marimum number Df trees per RMC 4-4-130117a. 6 WhErhttie required numberafprmtected trees onnotbe retained, replacemerrt trees, with at least atwc inch IZ"I calliper Dr an nmrp-een at least six feet 16'M tall, s hall be plautedd . See RM1 C 4-4,13D. fl.1.e.(i i) for prohibited types Df rcplacement t re es. t GRAPHIC SCALE (IN FEET) 1" = 30' (22x34) 1" = 60' (11x17) 1 REVISED_PER_ARBORIST_REPORT PD 42121 PD SURVEYED: SCALE: PN/CB �� � =20> VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 2 REVISED PD 6_02 PD DESIGNED: PJD -PER -CITY -REVIEW -COMMENTS _21 DRAWN: PJD ONE INCH DATUM CHECKED: PJD AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVED: C TY OF 'RENTON Planning/Building/Public Works Dept. # DBH (IN.) SPECIES DLR (FT.) HEALTH RETAIN COMMENTS 1 14" BIGLEAF MAPLE GOOD YES 2 14" BIGLEAF MAPLE GOOD YES 3 14" BIGLEAF MAPLE GOOD YES 4 14" BIGLEAF MAPLE GOOD YES 5 14" BIGLEAF MAPLE GOOD YES 6 12" BIGLEAF MAPLE GOOD YES 7 14" BIGLEAF MAPLE GOOD YES 8 30' BIGLEAF MAPLE GOOD YES LANDMARK 9 14" BIGLEAF MAPLE GOOD YES 10 3W GRAND FIR 19' VERY GOOD YES LANDMARK 11 24" DOUGLAS FIR 12' VERY GOOD YES 12 35" W. RED CEDAR 15' VERY GOOD YES LANDMARK 13 ? ACER SP. N/A YES NON -SIGNIFICANT TREE 14 ? ACER SP. N/A YES NON -SIGNIFICANT TREE 15 8" DECIDUOUS N/A VERY GOOD YES 16 12" DECIDUOUS N/A VERY GOOD YES 17 2" ACER PALMATUM N/A YES NON -SIGNIFICANT TREE 18 1.25" ACER PALMATUM N/A YES NON -SIGNIFICANT TREE TOTAL ONSITE SIGNIFICANT TREES: 14 (11 SIGNIFICANT, 3 LANDMARK) HAZARD TREES / LOW RETENTION VALUE / DYING: 0 TREES INCL. FOR RETENTION CALC.: 14 LOT LOT SIZE MIN. SIG. TREES REQ'D. NEW TREES RETAINED TREES TOTAL TREES COMPLIANT N/A N/A N/A N/A N/A N/A N/A TR E R EN ION OTE Protection Measures During Construction: Protection measures in this subsection shall apply for all trees that are to be retained on site and off site. Off -site trees containing drip lines that encroach onto the site under construction shall be considered protected trees unless it is determined the abutting property owner is in compliance with Subsection C of this Section, Allowed Tree Removal Activities. All of following tree protection measures shall apply: a. Construction Storage Prohibited: Applicant may not fill, excavate, stack or or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. b. Fenced Protection Area Required: Prior to development activities, the applicant shall erect & maintain a six-foot (G) high chain link temporary construction fence around drip lines of all retained trees or at distance surrounding the tree equal t one & one -quarter feet (1-1/4') for every one inch (1') oftrunk caliper, whichever is greater or along perimeter of tree protection tract. Placards shall be placed o fence every fifty feet (50) with words: "NO TRESPASSING -PROTECTED TREES' or on each side of fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, applicant shall provide supervision whenever equipment or trucks are moving near trees. c. Protection from Grade Changes: If grade level adjoining to a tree to be retained is to be raised, the applicant shall construct a dry rock wall or rock well around tree. The diameter of this wall or well must be equal to the tree's drip line. d. Impervious Surfaces Prohibited within Drip Line: The applicant may not install impervious surface material within the area defined by the drip line of any tree to be retained. e. Restrictions on Grading within the Drip Lines of Retained Trees: The grade level around any tree to be retained may not be lowered within the greater of the following areas: (i) the area defined by the drip line of tree, or (ii) an area around the tree equal to one and one-half feet (1-1/2') in diameter for each one inch (1') of tree caliper. A larger tree protection zone based on tree size, species, soil, or other conditions may be required. (Ord. 5676, 12-3-2012) f. Mulch Layer Required: All areas within the required fencing shall be covered completely and evenly with a minimum of three inches (3) of bark mulch prior to installation of protective fencing. Exceptions may be approved if the mulch will adversely affect protected ground cover plants. (Ord. 5676, 12-3-2012) g. Monitoring Required during Construction: The applicant shall retain a certified arborist or licensed landscape architect to ensure trees are protected from development activities and/or to pnme branches and roots, fertilize and water as appropriate for any trees and ground cover that are to be retained. h. Alternative Protection: Alternative safeguards may be used if determined to add equal or greater tree protection. (Ord. 5676, 12-3-2012; Ord. 5841, 6-12-2017) R-417217 iN coMPuarirE WTH ciTY of PENTori STANDARDS N M O O O 1 r N AW U Q0 O O I O N Q J O O O 1 O n CURRENT PLANNING Q Alex Morganroth 12/21/2021 MEI_ LIN_ SHORT_ PLAT PRELIMINARY SUBDIVISION SUBMITTAL PRELIMINARY TREE PLAN 0 2 DATE: 02/27/20 r n FIELDBOOK: N/A Z PAGE: N/A DRAWING NO: 1 \7\21 w SHEET: OF: 2 6 73 L Q O 0 Z J W 2 0 J MEI LING SHORT PLAT SECTION 8, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON EXISTING STORMDRAIN CATCHBASIN FXISTIN(; STORMDRAIN C.ATC:HRA.�IN TYPE I RIM= 239.27 IE=237.62 4" CPP (N) IE= 237.52 12" DI (E) IE= 237.43 12" DI (SW) ISTING STORMDR IN OUTLET \233.16 \ DI NE) � CS _SS SS\ - SS -4 - \ ��J l � 415.90' 1 LANDSCAPEAREA \ \ \ GS, 1 sl = 652sf. \ \\ \ LANDSCAPEAREA 3 = 1,222sf. 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) SD w7 W W NE N 12TH ST SS ss sS p LlC RIGHT OF WAY; LAWN 8 0 W PLANTING STRIP = 2Ms.f LANDSCAPEAREA IIaIIL�I� I� I I� / / I�ui I�TRZI„II0IIL\ U U 2sf ° O H ocx�E . - d `4 ° o . 315.87 U ° ROCtrit ° ROCA'EED, 1 \ All \ 1 f6ws E EAU, 29sf , . \ \ 15.0A20' BSBL 1 1 \ ' \ __T ONTA \ \ \ 7S' 610 \\®�� 5.0' \ \ \ ® \ \ \ \\ \T 3 \ \ 0 LOT 811, \0\REA0.72 ACRES.0. T. \\ \ �! " IF 19' DRIP E p R 0 Li OH ®® OHU EXIS NG 6" CONIC. V RETAINING WALL WITH VARYING HEIGHT WOOD FENCE. CORNER OF WALL IS 0.58' AA EAST RLY OF CALCULATED DEED CORNER 27.0' lAffl RS TREE #17 � L 0 m 1 TRF�' #16 m., . ` REF 1 �I \ 5, 00( SF M EXISTING 6" CONIC. / o RETAINING ALL 2 � WITH VARYING HEIGHT WOOD \ � EXISTING 6' - \ \ CHAINLINK FENCE I ���� \ \ 0 \ SF 12 MAPLE \ i 1 eSBI \ 2/ S L i/ \Vn, BS&L \\ TREE # (4 \ 5 \ \\ \ - \ \ /� 24" FIR '�� "\1`°' \ \/ REITAIININ WALL ONC. \ \ \\ \ \ 14" MAPLE \ \YY / 12' DRIPLINE 35" CEDAR WITH VARYING HEIGHT WOOD 14" MAPLE �\ \ \� ° 14" MAPLE \ \ \I I 15' DRIPLINE I r FENCE. \ ` 30" MAPLE # \ I I f END OF WALL IS 0.1' N BY 0.1' W OF CALCULATED 17 31- 'C.: a� #/�\ o \ Nas• 33. 1s•w 1s.7a' \ 1 .��_ DEED COINER \ \ \ \ \ EXISTING 6" WOOD ce!' TR��' #13 E,\ \ \ \ \ \ \ \\\ \ \ FENCE ANGLE POINT VEXISTING 6" WOOD _.i 1.0' NORTHERLY FENCE ASPEN U LANDSCAPE a ARCHITECTURE J SITE PLANNING W ear IN mr, 0] v.. YlC1' • L. I • 1. I I t. / I i I n21 , H No 0' BSBL \ �. 10.0'ON-SITE LANDSCAPE ATSTREET \ FRONTAGE OF CALCULATED DEED--, LINE REE DRIPLINE (TYPICAL) EXISTING !i . HOUSE STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT PAUL J. DIX CERTIFICATE NO. 620 ASPEN DESIGN GROUP P.O. BOX 2394 ISSAQUAH, WA 98027 (425) 292-9845 (PHONE) CONTACT: PAUL J. DIX LANDSCAPE PLAN SCALE: 1" = 20.0' NORTH 20 10 0 10 20 40 80 N�\ �O OHU N� LANDSCAPE SCHEDULE DECIDUOUS TREES * Cultivar of Native Plant * * Utilitree for under power lines KEY ABR. BOTANICAL NAME COMMON NAME SIZE # NATIVE ARID 0 AG AMELANCHIER G. 'AUTUMN BRILLIANCE A. BRILLIANCE SERVICEBERRY 2.0" Cal. 1 YES * 0000 AC ACER CIRCINATUM'PACIFIC FIRE' PACIFIC FIRE VINE MAPLE 8.0'(h) 1 YES * 0000 AC ACER CAMPESTRE * * HEDGE MAPLE 2.0" Cal. 3 NO 0000 EVERGREEN TREES * Cultivar of Native Plant KEY ABR. BOTANICAL NAME COMMON NAME SIZE # NATIVE ARID PC PINUS CONTORTA SHORE PINE 6'(h) Min. 5 YES 0000 aDTP THUJA PLICATA TIRESCENS' VIRESCENS RED CEDAR 6'(h) Min. 4 YES * 0000 DECIDUOUS SHRUBS KEY ABR. BOTANICAL NAME COMMON NAME SIZE # NATIVE ARID 0 PL PHILADELPHUS LEWISR'BLiZZARD' MOCK ORANGE 5 Gal. 7 YES* 0000 EVERGREEN SHRUBS * Cultivar of Native Plant KEY ABR. BOTANICAL NAME COMMON NAME SIZE # NATIVE ARID MA MAHONIA AQUIFOLIUM OREGON GRAPE 5 Gal. 11 YES * 0000 _ ' PM PINUS MUGO'PUMIILIO' DWARF MUGO PINE 5 Gal. 10 NO DODO \ll1 RH RHODODENDRON IIELLO DOLLY HELLO DOLLY RHODO. 15"-21"(w) 13 NO 0000 \ RS RIBES SANGUINEUM'KING EDWARD VII' RED FLOWERING CURRANT 5 Gal. 8 YES * 0000 \ VO VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 5 Gal. 15 YES 0000 GROUND C OVER PLANTS * Cultivar of Native Plant KEY ABR. BOTANICAL NAME COMMON NAME SIZE # NATIVE ARID 17 000 AU ARCTOSTAPHYLOS u. 'VAN. JADE' KINNIKINNICK 1 Gal' @ 18"ox. 198sf YES * 0000 0 0 00 FC FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 Gal' @ 24" o.c. 127s YES 0000 em GS GAULTHERIA SHALLON SALAL I Gal" @ 24" o.c. 290s YES 0000 ORNAMENTAL GRASS / FERNS / VINE,%dtivar of Native Plant KEY ABR. BOTANICAL NAME COMMON NAME SIZE # NATIVE ARID FO FESTUCAOVINA'ELIJAHBLUE' ELIJAH BLUE FESCUE 1 Gal. 19 NO 0000 PA PENNISETUM ALOPECUROMES 'HAMELN' HAMELN FOUNTAIN GRASS 1 Gal. 18 NO 0000 iIC Pm POLYSffCHUM MUNffUM WESTERN SWORD FERN 2 Gal. 26 YES 0000 15 5 GRAPHIC SCALE (IN FEET) 1" = 20' (22x34) 1" = 40' (11x17) 1 REVISED -PER -CIVIL -MODIFICATIONS PD 42121 PD SURVEYED: SCALE: PN/CB VERTICAL: NAVD 1988 2 REVISED -PER -CITY -REVIEW -COMMENTS PD 6_02_21 PD DESIGNED: 1 "=20' HORIZONTAL: NAD 1983/1991 PJD DRAWN: PJD ONE INCH DATU M CHECKED: AT FULL SCALE T PJD IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY LANDCAP OTES 1. Plant material shall conform to guidelines established by the American Nurseryman's Association by the American Standard for Nursery Stock. 2. Defective/dead plants shall be replaced w/in 6 months after notification from City wAiving plants of equal size to original plant. Plants are under a 1-year warranty from date of Substantial Completion. Contractor shall maintain landscape under this contract for entire 1-year period to assure proper maintenance. Provide a written maintenance manual for complete calendar year to the Owner to assure proper long-term maintenance of landscape & assist in transition of maintenance from Contractor to Owner. 3. Landscape contractor shall field locate all utility lines prior to the start of construction. The use of on -site utility plans as a part of this contract are available for review. 4. All plants shall be balled & burlapped or container grown as specified. No container grown stock will be accepted if deemed to be root -bound. All plastic root wrapping material shall be removed. No bare root stock will be accepted unless submitted in writing for approval. 5. Plants shall originate from established nurseries located w/in region of project. Plants that are not available in size specified or quantity may be secured from outside the region if submitted for review and approval. 6. All plants shall meet the minimum size specified on the plan. One plant from each grouping shall be labeled, indicating the plant name and size. Tags shall then be removed after review. 7. All plants shall be sprayed w/a and-dessicant w/in the first 24 hours. 8. All plants shall be installed per the planting details. Alternate staking methods may be proposed for review and approval. 9. Stockpile plant material upon delivery to the site in a shady location, embedded in sawdust or mulch. Stockpile all plants near a source of water - water at least once a day to maintain healthy plant stock. 10. A pre & post -emergent herbicide shall be applied except at Stormwater Tract & Street Trees. Herbicide shall be Surilan AS tank -mixed w/Roundu P (4 qfs. / acre. Adhere to all product manufacturer's directions in addition to all environmental regulations. Do not apply in areas that drain directly to critical sensitive areas. Do not apply when wind speed exceeds 5 mph. 11. An insecticide and fungicide application shall be performed w/ type to be selected by contractor and submitted in writing for review & approval. 12. Planting beds shall have a mix of 2"(d) layer of medium -ground bark, or gravel rock mulch where indicated. Rake beds smooth. Tamp -down areas adjacent to conc. pads/walks to compact, then add additional bark to 1/4"- 1/2below finish grade of conc. surface. (where occuring) 13. Install all plant material during favorable weather and within seasonal planting limitations. Do not install plants when daily high temperatures exceed 90°(F) degrees or low temperatures are below 32°(F) degrees. Flowering fruit trees may need to be dug after 3 consecutive nights of temperatures less than 45 (f) degrees in the Fall or as determined by local nursery. Weather data will be from the nearest airport location to project site (Sea-Tac Airport, WA) 14. Apply fertilizer tablets as indicated in the following table: 1 gallon Shrub = 2 tablets 2-5 gallon Shrub = 3 tablets 1.5" cal. - 2.0" cal. Deciduous tree = 6 tablets 2.0" cal. - 4.0" cal. Deciduous tree = 8 tablets 6.0' - 8.0' + high Evergreen tree = 7 tablets 15. A lack of maintenance shall constitute a violation of local Municipal Code. 16. Landscaped areas on private property shall be reasonably maintained by Owner or Lessee of the property as to pruning, watering or other requirements to create an attractive, safe appearance for development. Landscape Contractor shall submit a "Maintenance Manual" that will identify weekly, monthly, annual & biennial maintenance regimes. 17. At on -site tree locations that are 4.0' or less to utility structure, pipe, curb sidewalk or asphalt, a root barrier panel shall be added on the side of the root ball that is closest to item that is to be protected. Barriers shall shall be Deep Root UB-24-2 24"(w) x 24"(d) ribbed panels wAntennittent panel breaks as needed to allow groundwater to flow freely and not oversaturate rootball. Place root barrier panels in trench with vertical ribs facing toward rootball and align in a straight fashion. Keep top of root barrier's double -top edge at least 1/2" above finish grade. 18. Landscape Contractor shall provide watering of plants every other day after installation for 2 weeks. Thereafter, Landscape Contractor shall water once a week for one year between April 15th-September 15th to coincide with the 1-year warranty period. New plants need to get ftluy established. There is no nearby water source - allow for a water truck. 19. Construct water saucers at each large shrub & tree location to assist in capturing rainwater toward root zone. Add Soil -Moist polymers at plant pits at a rate recommended by manufacturer. At steep slope locations, stake trees & provide water catchment (low berm) at low side of slope. FORMAL LAWN (FULL SUN) • 80% PERENNIAL RYE SEED • 20% FINE FESCUE SEED FORMAL LAWN SEED MIX PER "COUNTRY GREEN, INC." (www.COUNTRYGREEN.com). SEED RATE: 3 lbs./1,000 s.f. PREFERRED SEEDING TIME IS SPRING & FALL. ASSURE PROPER WATERING DURING ESTABLISHMENT. PROVIDE TEMPORARY FENCING FOR MIN. 3 MONTHS TO KEEP PEDESTRIANS OFF LAWN. • BARK MULCH FINE TO MEDIUM BARK, HEMLOCK / FIR, PLACED TO A MINIMUM OF 3". • TOPSOIL 4"(d) 3-WAY TOPSOIL PER "PACIFIC TOPSOILS, INC.: OR EQUAL WITH 2" OF WELL -ROTTED COMPOST TILLED INTO TOP 6" OF NATIVE UNDERLYING SOIL. R-417218 IN COMPLIANCE E `J'vITH 0Ti" OF BENTOf l STANDARDS H H N U N O O I O J H H 0 N CURRENT PLANNING Alex Morganroth 12/21/2021 'Q J N� I..L DATE: O MEI LIN SHORT PLAT 02/1 8/20 CITY OF R EN TON PRELIMINARY SUBDIVISION SUBMITTAL FIELDEGOK:N/A PAGE: 7 DRAWING NO: L Planning/Building/Public Works Dept. LANDSCAPE -PLAN 15J78,21 J SHEET: OF: 3 6 C Q I- LL O rr U) Z J W 2 O J MEI LIN SHORT PLAT SECTION 8, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON TYPE I TYPE I EXISTING STORMDRAIN CATCHBASIN RIM= 239.27 RIM= 248.73 TYPE I WITH SOLID LID IE=237.62 4" CPP (N) IE=246.54 4" CPP (N) IE= 237.52 12" DI (E) IE= 246.13 12" DI (E) E=254.37 12" DI (N) IE= 237.43 12" DI (SW) / IE= 245.78 12" DI (W) IE= 254.65 8" DI (s) IE= 254.22 12" DI (W) EXISTING STORMDR IN OU LET \ \\\ \ \ \ \�233.16 DINE) SD 111 W W W w W � 6 � � 12TH ST erm, secnw aria \ \ -I S SS �- SS\- SS - SS SS SS _a3UB Vl . l �l lJ 1l r • L U U\ OH OHU OFib���iU 0 OHU O - \\_ OHUO FI\ U \ I OHP x EXIS NG 6" CONC. 0\�7EAL U I \ WITH VARYINGLHEIGHT WOOD IFEND . \ uU�� H ON EXCLUSIVE \ I V I 15. ° so 1.. :., \ \\\) \l l\ � ` CORNR OF WALL IS 0.58' TO PSE 90131000574 \ 20' BSBL L J.-0' BSB\ - - #1� DEED CORNER EASTALY CALCULATED \ \ \ \ \\\ -� -]BEING THE NORTH 10' OF THE SUBJECT PARCEL 15.0' \ • r1 e 27.0' 5.0 LO 1 FREE #16 FREE hz >s 4^MA L� \\� �\ \31,581 SF� \� \ \ 5,00(� SF 15.0' \ EXISTING 6" CONC. 1 + � -� RETAINING ALL \ \ 14 PL \ \�P ��\ ® ® \\ \\ / \ \ I I I FEN VARYI HEIGHT WOOD \ \ 1 ^j \� \ \ \ \ \\ I �1 LO 2 EXISTING 6' FENCE. •\ _ \\ CHAINLINK FF�NCE THEE #6v \ V ��A\\� I 19' 5 0 00 S F 1YYDRANG 19' DRIP E - 14 ��\�\- 12" MAPLE / g I \ \ \ \ L vcL BSBL # 14 �MEEY#125" CEDAR \ EXISTING " CONC. 14" MAPLE / 24" FIR \ \ �/ RETAININ WALL V/A�� \ \\ \\ 14' MAPLE �\ \ \\ \ \ \\ \\ \14" MAPLE\\ 12' DRIPUNE I \ 15' DRIPUNE I e FENCE. �1 \ 1 \ WITH VA ING HEIGHT WOOD \ \ \ �\\ \�� 30" MAPLE # I I END OF ALL IS 0.1' N BY 14 M PLE 1 1 \ \ \ \ \ \ EE 1 \ 0.1' W OF CALCULATED AV \\�DEEDCO[ NER ~ \ \� \ \ \\ \ EXISTING 6" WOOD I \_/ � TREE #13 \ ' >\\ \ FENCE ANGLE POINT VEXISTING 6" L WOOD L NORTHERLY FENCE OF \TREE OF CALCULATED DEEDLINE �DRIPUNE (TYPICAL) QP\ EXISTING < HOUSE Know what's below. Call 48 hours before you dig. z Ld L, ASPEN LANDSCAPE ARCHITECTURE SITE PLANNING ASPEN DESIGN GROUP P.O. BOX 2394 ISSAQUAH, WA 98027 (425) 292-9845 (PHONE) CONTACT: PAUL J. DIX STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT PAUL J. DIX CERTIFICATE NO. 620 IRRIGATION PLAN SCALE: 1" = 20.9 NORTH 20 10 0 10 20 40 80 15 5 GRAPHIC SCALE (IN FEET) 1" = 20' (22x34) 1" = 40' (11x17) REVISED -PER -CIVIL -MODIFICATIONS REVISED -PER -CITY -REVIEW -COMMENTS NO. I REVISION PD 42121 PD SURVEYED: PN/CB PD 6_02_21 PD DESIGNED: PJD DRAWN: PJD CHECKED: PJD BY DATE APPR APPROVED: N� NO N SCALE: IRRIGATION COMPONENTS MISC. ITEMS SYMBOL MANUFACTURER/ MODEL HOUSING COMMENTS DESCRIPTION 1" WATER METER XX PSI STATIC PRESSURE BF 1" BACK FLOW PREVENTOR MV1 _1" HUNTER IBV-101G-FS SUBTERRANEAN VALVE BOX WIRE DIRECTLY TO MASTER VALVE CONTROLLER FS1 HUNTER HFS W/ FCT-100 SUBTERRANEAN VALVE BOX WIRE DIRECTLY TO 1" FLOW SENSOR CONTROLLER DQ LINE SIZE BALL VALVE SUBTERRANEAN VALVE BOX O HUNTER - REMOTE CONTROL VALVE W/ ICV-XX-FS-AS-ADJ SUBTERRANEAN VALVE BOX SIZE PER PLAN ADJUSTABLE PRESSURE REGULATOR • HUNTER ICZ-101-LF-25 (.5-15 GPM) SUBTERRANEAN VALVE BOX SIZE PER PLAN DRIP CONTROL ZONE KIT ICZ-101-25 (16-20 GPM) AAHUNTER -TWO WIRE IRRIGATION ACC-99D-PP W/ WSS-SEN, PLASTIC PEDESTAL 2-WIRE JACKET TO BE BLUE CONTROLLER SOIL CLIK, AND ICD-HP (ID1 BLU) O HUNTER ICD-100 SEE DETAIL FOR STAKING NOT APPLICABLE 1 STATION DECODER :6 •: SYMBOL MANUFACTURER/ NOZZLE RAID. BODY GPM PSI PRECIP. *ALL PRECIPITATION RATES DESCRIPTION RATE* CALCULATED AT 180' OPERATION QQ HUNTER - POP-UP 3 29' PGP-ADJ-3 4.0 50 ROTOR ON HSJ-0-2-2-2-08 SWING JOINT .241N/HR ® HUNTER - POP-UP 8 41' PGP-ADJ-8 3.0 50 .451N/HR ROTOR ON HSJ-0-2-2-2-08 SWING JOINT HUNTER - RISER 2.0 34' PGP-00-2.0 2.0 45 IN/HR ROTOR �.33 ROTARY NOZZLES SYMBOL MANUFACTURER/ DESCRIPTION MODEL RAD. BODY GPM PSI PRECIP. RATE 360°180° 1 20ol 90° 45° 3601180° 120° 90° 45° ® V I HUNTER - POP-UP ROTARY SPRAY MP 3000 26'-30' PROS-12-PRS40-CV 3.64 1.82 1.39 .86 40 .99 IN/HR SPRAY NOZZLES SYMBOL MANUFACTURER/ DESCRIPTION MODEL RAD. BODY GPM PSI PRECIP. RATE 360°180°1201 907 45° 360°180°120° 90° 45° POP UEP SPRAY ADJUSTABLE 6 PROS-06-SIC-1) 1.26 .60 .44 .37 .18 30 3.85 IN/HR ® POPTUPSPRAY ADJUSTABLE 12 PROS-06-PRS30-CV 2.52 1.26 .84 .63 .32 30 1.68IN/HR LEFT ® CENTER ® RIGHT ® HUNTER - POP-UP STRIP SPRAY LCS-515 5'x15' PROS-12-PRS30-CV PROS-06-PRS30-CV IruaFl LEFT 65 LCS- 15 C NTE 1.30 S -530 RI R HT 5 -515 30 .80 IN/HR SS-530 5'x30' RCS-515 5'x15' DRIP SYMBOL MANUFACTURER/ DESCRIPTION MODEL RAID. HOUSING GPM PSI PRECIP. RATE �11�11� AREA HUNTER ECO MAT N/A IR 0.6 GPH 25 IN/HR N-LINE BURIAL DEE DEPTH .96 ® HUNTER - DRIP ECO- N/A SEE DETAIL N/A N/A N/A INDICATOR INDICATOR PIPE SYMBOL MANUFACTURER/ MODEL HOUSING COMMENTS DESCRIPTION IRRIGATION MAIN LINE SCH 40 PVC 1-1/2" IRRIGATION LATERAL LINE SIZE VARIES - SEE PLAN SCH 40 PVC PIPE AND WIRE SLEEVING SCH 40 PVC DIAMETER TO BE TWICE = THE SIZE OF THE PIPE BEING SLEEVED PIPE SIZING CHART PIPE SIZING LEGEND A 3/4" SCH 40 PVC (0-8 GPM) B 1" SCH 40 PVC (8-12 GPM) C 1-1/4" SCH 40 PVC (12-22 GPM) D 1-1/2" SCH 40 PVC (22-30 GPM) E 2" SCH 40 PVC (30-50 GPM) VERTICAL: NAVD 1988 1 ' =20' HORIZONTAL: NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY 0E tyE RENTON Planning/Building/Public Works Dept. IRRIGATION NOTES 1. This plan is schematic & diagrammatic. The intent of plan is to indicate basic components, locations and scope of proposed irrigation system. Landscape Contractor may make minor field adjustments as needed as a "design -build" effort to successfully complete a fully operational system. 2. The contractor shall assure full and even water coverage to all planting areas, adjustments may be required. Plan components are schematic. 3. An electrical permit must be obtained from the City of Renton.. 4. The ex. static water pressure shall be verified w/the City of Renton prior to construction as seasonal pressure variations may be encountered. 5. Install PVC sleeving as shown at all pavement, sidewalk & wall locations. Place in straight-line segments prior to pavement installation. Extend all sleeving 12" beyond edge of pavement crossing. 6. Adhere to all applicable codes and install irrigation components per the manufacturer's recommendations. Verify all codes, water scheduling and tests with the City of Renton. 7. Install 24-volt wiring (UF 600 volt) direct burial, 14 GA., solid copper wire or strand. Splice in valve boxes only. Route all wiring in 4" elect. conduit to the controller. Run (1) "hot" wire to each valve and (1) common wire through each valve. Provide (1) spare wire at the end of the mainline run. The control wire shall be red, ground wire white & the spare blue. 8. Irrigation controller shall be set for this site to avoid irrigation between the hours of 9:00 AM to 10:00 PM. In addition, irrigation system should not be operated during times of moderate -high wind, excessive or adequate soil moisture or during active precipitation. 9. Provide a minimum of 10 quick coupler valves. The entire system shall be winterized prior to the first freeze by using compressed air. Install a teflon seated ball valve w/ brass body & T-fitting for winterization. Plan indicates proposed quick coupler locations. 10. The contractor shall inspect, prevent, detect & repair any irrigation system damage which shall include excessive leakage or wear on system. Any future repairs or adjustments shall have the same system components. 11. The irrigation contractor shall provide an irrigation as -built plan submitted on a 24" x 36" mylar plan sheet to the landscape architect for review and approval and to the owner and city for record storage. 12. The irrigation contractor shall provide a written summary of the system design, including any hydraulic calculations, operating instructions and submit to the landscape architect and owner. The irrigation installer shall arrange a site visit with the owner to review operational procedures. 13. The existing operating water pressure at the site shall be verified with the project civil engineer and the City of Renton Public Works Dept. 14. A Hunter, Inc. product -based irrigation system may also be used upon submittal of shop drawings and technical data. 15. Provide an irrigation master valve near P.O.C. Contractor to submit product manufacturer. R-417218 IN COMPLIANCE E `J'vITH 0Ti" OF RENTON STANDARDS CURRENT PLANNING CAlex Morganroth 12/21/2021 MEI LIN SHORT PLAT PRELIMINARY SUBDIVISION SUBMITTAL IRRIGATION -PLAN DATE: 0\1 8/20 FIELDBOOK: N /A PAGE: N/A DRAWING NO: 1 \7\21 SHEET: OF: 4 6 N U (0 0 O I O N J C) N n J N� L.L O '2 v! Z_ J W 5 N i W Ln J a z J d NOTES: • 1. PLANTING WITHIN PLANTING STRIPS OR ROOT -WAYS SHALL NOT PROCEED UNTIL SITE PREPARATION HAS BEEN APPROVED BY THE CITY IN ACCORDANCE W/ THE DEVELOPMENT STANDARDS. 2. STREET TREES SHALL BE 20' CALIPER OR LARGER. \ 3. TREES SHALL CONFORM TO MOST RECENT ANSI 260.1 AMERICAN STANDARD FOR NURSERY STOCK. FIRST TREE LIMBS SHALL BE 5'-0" ABOVE GRADE OR HIGHER. NO TREES SHALL BE PLANTED UNTIL THE CITY HAS APPROVED THE NURSERY STOCK WITHIN DESIGNATED INSPECTION PERIOD. 4. EXCAVATE HOLE INTO IMPORTED TOPSOIL TO 1" LESS THAN HEIGHT OF ROOTBALL AND 2-x ROOTBALL WIDTH. TAMP BOTTOM OF PIT UNDER ROOTBALL THOROUGHLY TO KEEP TREE FROM SETTLING. BUTTRESS AT BOTTOM OF PIT NO LESS THAN 3'-0"(w) IF NEED TO REINFORCE LATERAL SUPPORT. 5. DO NOT DAMAGE BALLED & BURLAPPED ROOT BALLS WHEN PLANTING. REMOVE ALL WIRE, STRING & BURLAP FROM TOP & SIDES OF BALL ONLY AFTER PLACING IN HOLE. COMPLETELY REMOVE ALL FABRIC FROM GROW -BAG TREES CUT & SPREAD KINKED ROOTS TO ELIMINATE CIRCULATING OF ROOTS AROUND CONTAINER STOCK. BACKFILL PLANTING PIT HALF -FULL W/ IMPORTED SOIL, NO AMENDMENTS. TAMP SOIL TO STABILIZE ROOTBALL. COMPLETE J P v • NOTES (CONT.): d v 6. PLACE OSMOCOTE PLUS 15-9-12 SLOW -RELEASE FERTILIZER OR SAM AR AT MANUFACTURER'S RECOMMENDED RATE OF APPLICATION EVENLY OVER THE SOIL OF THE PLANTING PIT. 7. WATER IMMEDIATELY & THOUROUGHLY TWICE PER WEEK DURING THE 1st MONTH, THEN ONCE PER WEEK THROUGH REMAINDER OF THE DRY SEASON. WATER A MIN. OF ONCE PER MONTH DURING THE SECOND SUMMER SEASON. I , I ONE Iif'yY�iY�iY�Y�.�.-.� TO STREET STORM SYSTEM <- OR APPROVED OUTFACE III iij-�� ii, 4'-0" dial. PLANTING PIT (34' dia. AT BOTTOM OF PIT) PLANTER STRIP DECIDUOUS TREE INSTALLATION 1" HEAVY CHAIN -LOCK TREE TIES OR SIMII.AR. REMOVE AFTER (1) 1 YEAR. 2" dia. x G-0" TREATED LODGEPOLE PINE TREE STAKES. STAKE TREES OUTSIDE ROOTBALL AND PARALLEL TO ROADWAY. SET TREE STRAIGHT AND SET ROOTBALL ON TAMPED SOIL PEDESTAL. TOP OF ROOTBALL MUST REMAIN SLIGHTLY ABOVE FINISH GRADE. - PROVIDE 3"(d) LAYER OF COMPOSTED MEDIUM TO COARSE BARK MULCH, MIN. 24" RADIUS AREA AROUND TREE, PULL BARK 3" AWAY FROM TRUNK. CONCRETE SIDEWALK NOTES: 1. THE "PLANTING STRIP" IS THE ENTIRE AREA 4. BETWEEN TREE PITS CREATE A CONTINUOUS BETWEEN SIDEWALK & CURB WHERE NEW ROOT -WAY IN THE CENTER OF THE 34'(w) STREET TREES WILL BE PLANTED. THE PLANTER STRIP BY SCARIFICATION OF EX. 'TREE PIT' IS THE EXCVATED AREA FOR SOIL. AVOID DAMAGE TO SUB -SURFACE THE TREE PLANTING. THE "ROOT -WAY" IS DRAINAGE DURING SCARIFICATION. SET THE LOOSENED PORTION OF PLANTING SUBGRADE APPROX. 6"-10" BELOW FINISH STRIP. GRADE. PLACE 4"-5" IMPORTED TOPSOIL. 2. INSTALL CONTINUOUS 4" dia. SUBDRAIN PLACE BACKHOE BUCKET INTO SOIL 2'-0" LINE IN PLANTER STRIP UNDER ROOT -WAY DEEP. LIFT &CURL BUCKET HALF -WAY OUT AND TREE PIT, A MINIlVIUM OF 3'-0" FROM OF ROOT -WAY AND ROP MATERIAL BACK INVERT OF PIPE TO FINISH GRADE (ADJUST IN PLACE TO MIX NATIVE MATERIAL AND HORIZONTAL & VERTICAL LOCATION AS IMPORTED TOPSOIL. ADD ADDITIONAL 2"-3" REQUIRED FOR POSITIVE DRAINAGE). USE OF IMPORTED TOPSOIL TO FINISH GRADE SMOOTH WALL, PVC TIGHTLINE IN ROOT -WAY AND RAKE SMOOTH. & 12'-U SMOOTH WALL, PVC PERFORATED PIPE IN TREE PIT. BACKFILL WITH NATIVE MATERIAL AROUND TIGHT ]NE & 3/8" dia. PEA GRAVEL ENVELOPE AROUND PERF. PIPE. INSTALL (1) CLEANOUT FLUSH WITH FINISH GRADE AT APPROX. 300'-0" o.c. OR OAT HIGH END OF EACH SYSTEM. CONNECT TO APPROVED STORM DRAIN OR OUTFALL. 3. AT EACH TREE PIT, EXCAVATE & REMOVE ALL NATIVE SOIL TO CREATE 4'-0"x1G-0"x2'-0" DEEP PLANTING PIT. BACKFILL w/WORTED PLANTING TOPSOIL OVER LOOSENED, NATIVE SUBGRADE TO AVOID INTERFACE. SLIGHTLY MOUND TOPSOIL BELOW ROOT BALL FOR POSITIVE DRAINAGE. EXISTING SOIL MAYBE USED / AMENDED AS BACKFILL ONLY IF FREE-DRAUNaNG AND ALLOWING AT LEAST (1) GALLON OF WATER TO DRAIN FROM PIT IN 4.0 HOURS. 6 STREET TREE INSTALLATION L4.0 L5.0 ASPEN LANDSCAPE ARCHITECTURE SITE PLANNING 3-0" MIN. TO PIPE INVERT I I I I 2'-6" MIN. TO TOP OF GRAVEL _ 12'-0" SECTION OF 4" dia. SMOOTH -WALL PVC PERF. PIPE AT EACH TREE BEDDED IN MIN. 4"(d) PEA GRAVEL RNVRLOPE (NO FILTER FABRIC). INSTALL IN ROOT -WAY PARALLEL TO ROADWAY WITH TIGHTLINE BETWEEN. TIGHTLINE TO DOWNSPOUT STORM SYSTEM OR APPROVED EQUAL (NOT A WETLAND) NOTE: STORM LINES ONLY FOR STREET TREE LOCATIONS. COORDINATE STORM DRAIN LINES WITH CIVIL PLANS TO ASSURE COMPLETE INSTALLATION. NOTES: 1. PLANTING WITHIN PLANTING STRIPS OR ROOT -WAYS SHALL NOT PROCEED UNTIL SITE PREPARATION HAS BEEN APPROVED BY THE CITY IN ACCORDANCE W/ THE DEVELOPMENT STANDARDS. 3. TREES SHALL CONFORM TO MOST RECENT ANSI 260.1 AMERICAN STANDARD FOR NURSERY STOCK. FIRST TREE LIMBS SHALL BE 5'-0" ABOVE GRADE OR HIGHER. NO TREES SHALL BE PLANTED UNTIL THE CITY HAS APPROVED THE NURSERY STOCK WITHIN DESIGNATED INSPECTION PERIOD. 4. EXCAVATE HOLE INTO IMPORTED TOPSOIL TO 1" LESS THAN HEIGHT OF ROOTBALL AND 2-x ROOTBALL WIDTH. TAMP BOTTOM OF PIT UNDER ROOTBALL THOROUGHLY TO KEEP TREE FROM SETTLING. BUTTRESS AT BOTTOM OF PIT NO LESS THAN 34'(w) IF NEED TO REINFORCE LATERAL SUPPORT. 5. DO NOT DAMAGE BALLED & BURLAPPED ROOT BALLS .. :. REMOVE ALL WIRE, STRING & BURLAP FROM TOP & SIDES OF BALL ONLY AFTER PLACING IN HOLE. . COMPLETELY REMOVE ALL FABRIC FROM GROW -BAG' .. TREES. CUT & SPREAD KINKED ROOTS TO ELIMINATE CIRCUUNG OF ROOTS AROUND CONTAINER STOCK. 6. PLACE OSMOCOTE PLUS 15-9-12 SLOW -RELEASE FERTILIZER OR SAM AR AT MANUFACTURER'S RECOMMENDED RATE OF APPLICATION EVENLY OVER THE SOIL OF THE PLANTING PIT. 7. WATER IMMEDIATELY & THOUROUGHLY TWICE PER WEEK DURING THE 1st MONTH, THEN ONCE PER WEEK THROUGH REMAINDER OF THE DRY SEASON. WATER A MIN. OF ONCE PER MONTH DURING THE SECOND SUMMER SEASON. BACKFILL PLANTING PIT HALF -FULL W/ IMPORTED PLANTING TOPSOIL. TAMP 0. SOIL TO STABILIZE ROOTBALL. FINISH BACKFILL OF PIT AND TAMP AGAIN. r r r r r rr r r r r r r r r r r r r r r r rrrr � r r r r _I rrrr rrrr rrrr r r r r CONSTRUCT SOIL WATER DAM rrrr r r r r r r AROUND PLANTING PIT TO HOLD r WATER FOR DEEPER SOAKING AT r LEAST 24" FROM TRUNK. - TO STREET STORM SYSTEM OR APPROVED OUTFALL. OTHER THAN STREET TREE LOCATIONS, ONLY INSTALL DRAINS AT SITE LOCATIONS WHERE ADVERSE DRAINAGE OCCURS / HARDPAN / CLAY SOILS. 4'-0" dia. PLANTING PIT (3' 0' dia. AT BOTTOM OF PM PLANTER STRIP CONIFEROUS TREE INSTALLATION CO O I'b0 12.0' PERF. PIPE, TYP. ROOTWAY 12.0' PERF. PIPE, TYP. C b E ; 10.0' TREE PIT, TYP. 10.0' TREE PIT, TYP. O O y Z z....x...x........ ...x..Ix.......x. 0-3...............x. ,p ................. ........x........ c ................. ° bl7y moo o ° p hAJ 01, o ca a .. ASPEN DESIGN GROUP P.O. Box 2394 ISSAQUAH, WA 98027 (425) 292-9845 (PHONE) CONTACT: PAUL J. DIX 00 b b N Y m C H n O y � b r�mnc am H H ''0. td is 5 0 n bd 0 c�� STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT PAUL J. DIX CERTIFICATE NO. 620 1 1 REVISED_PER_CITY_REVIEW_COVVENTS N0. REVISION NOTE: AT WINDY SITES, ASSURE ALL STAKING AND TREE GUYING METHODS ARE USED SO TREE WILL BE SECURE UP TO 70 mph WIND SPEED. 1 HEAVY CHAIN -LOCK TREE TIES OR SIMILAR. CITY ARBORIST TO REVIEW AFTER (1) YEAR TO ASSURE TREE IS SUFFICIENTLY SECURE IN GROUND (AT WINDY SITES) TO ASSURE LONG TERM SURVIVAL, TREE MAY NEED TO HAVE STAKES IN PLACE AN ADDITIONAL YEAR. 1.5" x 1.5" x 8'-0" T-RAIL IRON STAKES INSTALLED OUTSIDE ROOTBALL WITH ONE STAKE LOCATED ON SIDE OF PREVAILING WIND. WOOD STAKES MAY BE USED IN SHELTERED LOCATIONS WHERE BUILDING BLOCKS STRONG WINDS. SET TREE STRAIGHT AND SET ROOTBALL ON TAMPED SOIL PEDESTAL. TOP OF ROOTBALL MUST REMAIN SLIGHTLY ABOVE FINISH GRADE, SIMILAR TO HEIGHT OF TREE NURSERY. PROVIDE 3"(d) LAYER OF COMPOSTED MEDIUM TO COARSE BARK MULCH, MIN. 24" RADIUS AREA AROUND TREE, PULL BARK 3" AWAY FROM TRUNK. 3'-0" MIN. TO PIPE INVERT 2 6 MIN. TO TOP OF GRAVEL �1 12'-0" SECTION OF 4" dia. SMOOTH -WALL PVC PERF. PIPE AT EACH TREE BEDDED IN MIN. 4"(d) PEA GRAVEL RNVRLOPE (NO FILTER FABRIC). INSTALL IN ROOT -WAY PARALLEL TO ROADWAY WITH TIGHTLINE BETWEEN. - TIGHTLINE TO DOWNSPOUT STORM SYSTEM OR APPROVED III _ EQUAL (NOT A WETLAND) I I I - PJD 6_02_2021 PJD SURVEYED: SCALE: PN/CB DESIGNED: PJD DRAWN: PJD ONE INCH CHECKED: AT FULL SCALE PJD IF NOT ONE INCH BY DATE APPR APPROVE SCALE ACCORDINGLY NOTE: STORM LINES ONLY FOR STREET TREE LOCATIONS. COORDINATE STORM DRAIN LINES w/ CIVIL PLANS TO ASSURE FULL INSTALLATION. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM L4.01 L5.0 L4.0 L5.0 RAKE SURFACE / REMOVE DEBRIS. ESTABLISH FINISH GRADE BY SMOOTHING / LEVELING. ROLL TO FIRM UP SOIL, DRAG W/ RAKE TO SLIGHTLY ROUGHEN SURFACE. REMOVE 1/2"+ RECESSES. IMPORTED TOPSOIL & AMENDMENTS, DEPTH PER PLAN. PLACE IN 2 LIFTS AND TILL WHEN DEPTH IS GREATER THAN 4" TO MINIMIZE SOIL LAYERING. SCARIFY TOP 6" - 8" OF SUBGRADE TO ELIMINATE - _ = SMOOTH, COMPACTED SURFACE AND ALLOW WATER INFILTRATION. NOTIFY ARCHITECT IF ADVERSE DRAINAGE CONDITIONS EXIST. EARTHWORK PER CIVIL PLAN & SPECIFICATIONS. ASSURE SUBGRADE DOES NOT BECOME OVERCOMPACTED DURING CONSTRUCTION. LAWN INSTALLATION SECTION CL TRIANGULAR NOTES: H H r N U SPACING, UNO. 1. PROVIDE GRANULAR HERBICIDE ABOVE & BELOW MULCH LAYER. PRE -EMERGENT SHALL BE PER RONSTAR, INC. OR APPROVED f^ EQUAL. APPLICATION SHALL BE SPACE GROUNDCOVER - PER THE MANUFACTURER'S PLANTS PER LANDSCAPE o DIRECTIONS &SHALL ADHERE SCHEDULE. t ' t f r_ I,tf t TO ALL ENVIRONMENTAL CODES 2"(d) LAYER OF MEDIUM t_ I, t ¢ t t t t L, -t AND REGULATIONS. 2. KEEP PLANTS MOIST & SHADED SIZED BARK MULCH. ADD MULCH PRIOR TO PLANT r_yn - UNTIL TIME OF PLANTING. INSTALLATION. r r 3. INSTALL GROUNDCOVER PLANTS O _ r IN STRAIGHT, UPRIGHT POSITION PLANTING TOPSOIL PER - LEVEL TO FINISH GRADE. C) CD PLANS & SPECIFICATIONS. 4. AT LOCATIONS WHERE CLAY SOIL IS PRESENT, BLEND IN IMPORTED SOIL, AMENDMENTS & ORGANIC i COMPOST PER AGRICULTURAL 0 SOIL LABORATORY RESULTS AND (V SCARIFY TOP 6" OF SUBGRADE RECOMMENDATIONS. TO ELIMINATE ANY COMPACTED , 5. AT LOCATIONS WHERE SANDY SMOOTH SURFACES TO ALLOW - SOIL IS PRESENT, FOLLOW NO.4 J IMPROVED WATER INFILTRATION ABOVE WITH THE ADDITION OF III AGED MANURE. GROUNDCOVER INSTALLATION SECTION PRUNE DEAD / BROKEN NOTE: BRANCHES. PRUNE TO WATER NEWLY INSTALLED SHAPE IF REQUIRED OR SHRUBS IMMEDIATELY AFTER INA HEDGE CONDITION. PLANTING & AS NEEDED IN SECURE SHRUB IN AN /� DRY OR WINDY WEATHER. N UPRIGHT POSITION. ADD / SET BASE OF SHRUB STEM AT C) A SMALL WOOD STAKE �� / ORIGINAL NURSERY GRADE. 9r- TO SECURE PLANT AT DO NOT COVER STEM w/BARK 0 WINDY SITES. LOOP "TIE" D OR TOPSOIL. C) AROUND STEM TO SECURE, MIN. 2"(d) BARK MULCH LAYER. SHRUB, YET ALLOW FOR � PLANT MOVEMENT. CONSTRUCT A WATERING BASIN N OUT OF IMPORTED TOPSOIL AT REMOVE THE TOP 1/3 1/2 = PERIMETER OF SHRUB. OF WRAPPED BURLAP. SCARIFY SIDES & BOTTOM OF EXCAVATE SHRUB PLANTING _ _ _ _ _ _ _ _ _ 1 PLANTING PIT PIT 2-x THE SIZE OF ROOTBALL. - - GENTLY BACKFILL w/IlVIPORTED I - III -III III CONSTRUCT A 4" 6" LEVELING PLANTING TOPSOIL, COMPACT 2-TIMES MOUND OF COMPACTED SOIL LIGHTLY. ROOTBALL BOTTOM OF PLANTING PIT. 5 SHRUB INSTALLATION SECTION L4.0 L5.0 SCALE: NOT TO SCALE C T Y OF RENTON Planning/Building/Public Works Dept. R-417219 IN COMHOANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Alex Morganroth 12/21 /2021 'Q J MEI LIN SHORT PLAT PRELIMINARY SUBDIVISION SUBMITTAL LANDSCAPE DETAILS O DATE: 02/ 1 8/20//I/J� FIELDBOOK: N/A PAGE: N A z DRAWING NO: 1 H77U 1 J SHEET: OF: 5 8 w C CLI 7t O 7t 7 J TL 10 ''"" COILED WIRE RPROOF CONNECTORS (2) 7,ONE KIT 1 ICZ-101-XX WITH R (TIP 45 DEGREES) LATOR 25 OR 40 PSI H GRADE t0 VALVE BOX 30 T.O.E. NIPPLE (2) LINE PIPE & FITTINGS BRICK SUPPORTS (4) U NUS WASHED GRAVEL „ .LIP UNIONS (2) DRIP CONTROL ZONE VALVE ITE IRRIGATION DETAIL FINISH GRADE RECLANED CA MODEL PROS -I SPRAY HEAD V OPTION INSTAL HUNTER SWINI LATERAL PIPE LATERAL TEE C._ . �. �.. POP-UP SPRAY HEAD PAVEMENT, ASPHALT OR CONCRETE TRENCH SECTIONS FINISH GRADE, BURIAL MEASUREMENT POINT. COMPACTED CRUSHED AGGREGATE PAVEMENT SUBBASE COMPACTED SUBGRADE r, TRENCH BACKFILL 50 SCH. 40 PVC SLEEVE, 2(x) THE SIZE OF PIPE WHICH IT CRADLES 2" DIA. SCH. 40 PVC SLEEVE FOR ELEC. WIRES. NOTES: 1. TRENCH BACKFILL SHALL BE FREE OF ROCK OR DEBRIS GREATER THAN 1" IN SIZE. 2. DO NOT PLACE ROCK/DEBRIS DIRECTLY AGAINST SLEEVE. 3. EXTEND SLEEVE 12" BEYOND PAVEMENT EDGE OR AS REQ'D. PER GRADE CONDITIONS. ASPEN LANDSCAPE ARCHITECTURE SITE PLANNING 2"-3" BARK MULCH, OR OTHER TYPE OF MULCH AS SPECIFIED ON LANDSCAPE PLAN. ASPEN DESIGN GROUP P.O. BOX 2394 ISSAQUAH, WA 98027 (425) 292-9845 (PHONE) CONTACT: PAUL J. DIX FINISH GRADE 18-24" COILED WIRE MODEL HQ-44LRC-R QUICK COUPLER VALVE WATERPROOF CONNECTORS (2) Y�Vv} AV, REMOTE CONTROL VALVE MODEL 10"ROUND VALVE BOX ICV-10IG ACCU-SYNC-ADJ 3/4" MINUS GRAVEL FINISH GRADE ° #4 REBAR W/SS HOSE CLAMPS STANDARD VALVE BOX PREFABRICATED SWING JOINT MAIN LINE PIPE & FITTIN G S o o a a a a a a a o 0 0 �� LINE PIPE 0 0 0 0 0 0 0 0 0 SCH 80 T.O.E. NIPPLE o MAIN LINE TEE OR ELL 0 0 0 0 0 0 0 BRICK SUPPORTS (4) •V 3/4" MINUS WASHED GRAVEL PVC SLIP UNIONS SPRAY CONTROL ZONE VALVE [ET00hV IRRIGATION DETAIL IRRIGATION CONTROLLER FINISH GRADE, BURIAL MEASUREMENT POINT. PLANTING TOPSOIL LATERAL LINE TRENCH BACKFILL UNDISTURBED NATIVE SOIL MAIN LINE CONTROL WI RES NOTES: L TRENCH BACKFILL SHALL BE FREE OF ROCK OR DEBRIS GREATER THAN 1" IN SIZE. 2. DO NOT PLACE ROCK/DEBRIS DIRECTLY AGAINST PIPE. 3. IN TRENCH W/ BOTH MAIN & LATERAL LINES, OFFSET PIPES 6" N HORIZONTAL DIRECTION STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT PAUL J. DIX CERTIFICATE NO. 620 DI D2 MODEL ACC-XX00-PED 3/4" POWER CONDUIT: SIZE, TYPE, DEPTH PER LOCAL CODE GROUND WIRE CONDUIT, MIN.11/2". GROUND PER ASIC GUIDELINES PEDESTAL BASE: CONCRETE OR PREFABRICATED FINISH GRADE CONDUIT FOR CONTROL WIRES F0UUH0h1° IRRIGATION DETAIL OVERLAP ECO MAT OVER CONNECTION AND TO EDGE OF PLANTED AND IRRIGATED AREA DI - LUU MAI DI I'M F R FLAN D2 -12" OR PER PLANS ECO-MAT 1 REVISED-PER-CITY-REVIEW-COVVENTS BRICK SUPPORT (3) UICK COUPLER VALVE [ETOahM IRRIGATION DETAIL SOLAR SYNC PLD-ELB,17mm BARB X BARB 90 DEGREE ELL TURF GRASS, GROUND COVERS OR SHRUBS, SEE PLANTING PLANS L FINISHED GRADE AMENDED SOIL ECO MAT SUBSURFACE IRRIGATION MAT WITH 17mm DRIP LINE TUBING, WRAPPED IN POLYPROPYLENE FLEECE PLD-075,17mm BARB X 3/4" MIPT ADAPTER, W/ 8" OF BLANK PLD TUBING SITE SOIL PVC LATERAL LINE PVC S ST TEE 1711TING, LATERAL SIZE X 3/4' CONNECTION MODEL: SOLAR SYNC SENSOR SUITABLE POST, POLE, GUTTER MOUNT. MOUNT IN LOCATION THAT MAXIMIZES DIRECT SUNLIGHT, OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN CONDUIT FROM SOLAR SYNC SENSOR TO CONTROLLER OR TO A POINT 12" BELOW GRADE HUNTER ACC CONTROLLER DRAIN VALVE CONDUIT FORVALVE CONTROLWIRE AND SOLAR SYNC COMMUNICATION WIRE CONTROLLER POWER SOURCE COMMUNICATION WIRE,18-2(WIRE TYPE TO MEET INSTALLATION CODE REQUIREMENTS), FROM MODULE TO SENSOR. MAXIMUM TOTAL WIRE DISTANCE, 200 FEET 13n" p7cm) lin, pcm) RECOMMENDED ECO MAT INSTALLATION DEPTH (D): TURF AREAS: 4" - 8" (10cm - 20cm) GROUND COVER AREAS: 8" (20cm) SHRUB AREAS: 12" (30CM) SECTION PJD I6-02-2021I PJD SURVEYEPN/CB SCALE: DESIGNED: PJD DRAWN: PJD ONE INCH CHECKED: PJD AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: [ETIOjIV IRRIGATION DETAIL SOD STAKE INSTALLED 8 FT ON CENTER OVER TUBING TURF GRASS, GROUND COVERS OR SHRUBS, SEE PLANTING PLANS FINISHED GRADE AMENDED SOIL ECO MAT SUBSURFACE IRRIGATION SITE SOIL OVERLAP MAT 4" (10cm) 17mm DRIP LINE TUBING, POLYPROPYLENE FLEECE WRAPPED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M OT USED FINISH GRADEJOP OF MULCH VALVE BOX WITH COVER: PVC SCH 40 TEE PVC LATERAL PIPE FILTERED DRAIN VALVE: BRICK (1 OF 2) 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL ICZ DRIP CONTROL ZONE KIT, SIZE PER PLAN, (1" KIT SHOWN) PVC /TUBING CONNECTION PVC SUPPLY HEADER, SIZE AS REQUIRED, SEE PLANS ECO MAT SUBSURFACE IRRIGATION MAT DRIP LINE TUBING, WRAPPED IN POLYPROPYLENE FLEECE PLD-TEE, 17mm BARB X BARB X BARB TEE FITTING PLD-BV,17mm BARBED SHUT-OFF / FLUSH VALVE 17mm PLD BLANK TUBING AS DISCHARGE HEADER NOTE: SEE CATALOG FOR ALLOWABLE LENGTH OF TUBING RUN (D). PVC SUPPLY HEADER AND POLY DISCHARGE HEADER. PLAN 9 C T Y OF RENTON Planning/Building/Public Works Dept. Fflundar IRRIGATION DETAIL Cd m O O C� U O �0 O O O O O 0 O O O O P-417220 IN CODUEIANCE WITH CITY OF RENTON STANDARDS Q CURRENT PLANNING Alex Morganroth 12/21/2021 ' HEI LIN SHORT PLAT 4ELIHINARY SUBDIVISION SUBHITTAL IRRIUPITION DETAILS 0 Z DATE: 02/18/20 Z FIELDBOOK: N/A ~� PAGE: N/A DRAWING NO: 1557421 W SHEET: 5 OF: 8