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HomeMy WebLinkAboutzR-4305setLO O C'7 I I 0 W v O 1 J(?IVE 5 RENTON S H ORIGINAL LEGAL DESCRIPTIONS TRACT 34, C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADD/T/ON TO SEATILE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED /N VOLUME 11 OF PLATS, PAGE 63, RECORDS OF KING COUNTY, WASHINGTON- EXCEPT THE NORTH 200 FEET THEREOF, TOGETHER WITH TRACT 39, C.D. HILLMANSS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO.. 1, ACCORDING TO THE PLAT THEREOF RECORDED /N VOLUME 11 OF PLATS, PAGE 63, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT THE SOUTH 200 FEET THEREOF, TOGETHER WITH THE NORTH 80 FEET OF THE SOUTH 200 FEET OF THE EAST 60 FEET OF TRACT 39 C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO.. 1, ACCORDING TO THE PLAT THEREOF RECORDED /N VOLUME 11 OF PLATS, PAGE 63, RECORDS OF K/NG COUNTY, WASH/NGTON; HORIZONTAL DA TUM THE HORIZONTAL DATUM FOR THIS SURVEY /S NAD83/91 WSPC NORTH ZONE, PER TIES TO CITY OF RENTON MONUMENT 1266 FOUND A T THE INTERSECTION OF NE 28TH ST AND ✓ONES A VENUE NE AND CITY OF RENTON MONUMENT 11886 FOUND ON BURNETT A VE N. f 125 SOUTH OF N. 28TH PL. THE BEARING BETWEEN SAID MONUMENTS BEING SOUTH 89°0354" EAST AS SHOWN HEREON. VERTICAL DA TUM THE I/ERTICAL DATUM FOR THIS SURVEY /S NAVD88, PER TIES TO CITY OF RENTON BENCHMARK 1341 ELEVATION 201.256 FEET FOUND AT THE INTERSECTION OF N. 307H ST AND PARK AVE N. UNITS OF MEASUREMENT ARE U. S. SURVEY FEET. SITE STA TIS TICS ASSESSORS PARCEL NUMBER.- SITE ADDRESS - TOTAL SITE AREA: ZONING. - NET DENSITY - IMPERVIOUS SURFACE• UTILITY PROVIDERS. - WA TER SANITARY SEWER STORM DRAINAGE POWER & GAS 33421OJ215 3102 PARK A VE N RENTON, WA 57,614 SF (1.32 ACRES R-6 4 DWELLING UNITS/ACRE 0.70 AC CITY OF RENTON CITY OF RENTON CITY OF RENTON PUGET SOUND ENERGY DENSITY CAL COLA TION GROSS SITE AREA: 57,614 SF (1.32 ACC PUBLIC STREETS- 10,158 SF (0.23 AC) NET AREA: 45,774 SF (1.05 AC) MIN ALLOWED DENSITY 6 DU/NET AC MAX ALLOWED DENSITY 3 DU/NET AC PROPOSED UNITS- 5 UNITS PROPOSED DENSITY 4 DU/NET AC REQUIRED PERMITS CR/T/CAL AREA PERMIT ENVIRONMENTAL REVIEW (SEPA) CONDITIONAL USE PERMIT SUBD/V/S/ON (SHORT PLAT) PROJECT DESIGN REVIEW RIGHT -OF -WA Y PERMIT GRADING PERMIT SANITARY SEWER STORM DRAIN WA TER MAIN, METER & HYDRANT TREE REMOVAL HYDRANT USE (OPT/ONAL) SATURDAY WORK PERMIT (OPTIONAL) WATER SERVICE NPDES PERMIT UNDER -GROUNDING EXISTING OVERHEAD POWERL/NE PERMIT DEMOLITION PERMIT 3102 PA RK A VE N RENTON, WA 98056 J PE°ERR gA2 �16G° PP �s MPR � PE��& M3��2 o16GA PpN N 31 ST ST G \NP��pR 50 Mop��G��21 PP F- OWNER/APPLICANT CADE HILL HOMES 3412 210/71 PL NE SAMMAM/SH, WA 98074 CONTACT KEV/N RECH PHONE- (206) 351-7801 3 � o� Po 0 PP °0°°1 Go Ra�2'1�1°RP N 2°� Fl SEPp 35 PRpB �EG���21°32 PP 5 NGpol� pp�G�pN 3239 �21° PP Pp� TRACT D (FUTURE CONVEYANCE) 942f SF 589 04 38'E 60. 01 SURVEYOR INFORMED LAND SURVEY 3215 S. 12TH ST TACOMA, WASHINGTON 98405 CONTACT EVAN MARK WAHLSTROM, P.L.S. - SURVEYOR PHONE- (253) 627-2070 SCALE: 1" = 40' 0 20 40 80 z L-- 0 0 > w z Ld N 33RD P[ � � '- N 33RD ST LL- N 32ND ST N 32NDLO CD z N 31 ST ST z > I m Ni 30TH N 29TH ST o c¢D N 28TH SITE VICINITYMAP SCALE I" =1000' SHEET INDEX C/V/L: C1. 01 TITLE SHEET 1 of 1 BOUNDARY & TOPOGRAPHIC SURVEY 1 of 2 BOUNDARY & TOPOGRAPHIC SURVEY C1.03 SITE & FRONTAGE PLAN C2.01 EROSION CONTROL PLAN C2.31 TEMPORARY SEDIMENT & EROSION CONTROL DETAILS C2.32 TEMPORARY SEDIMENT & EROSION CONTROL DETAILS C3.01 GRADING PLAN C3.31 INTERSECT/ON DETAILS & TYPICAL ROAD SECTIONS C3.32 ROAD DETAILS C3.33 ROAD & GRADING DETAILS CA 01 DRAINAGE CONTROL PLAN C4.21 ROAD & STORM PROFILES C4.22 ROAD & STORM PROFILES C4.31-C4.33 STORM DRAINAGE DETAILS C5 01 SEWER & WATER PLAN C5.21 SEWER & WATER PROFILES C5.31 SEWER DETAILS C5.32-05.33 WATER DETAILS C7.01 CHANNEL/ZAT/ON PLAN C7.31-C7.32 CHANNEL/ZAT/ON DETAILS ILL UM/NATION PLANS.• (BY OTHERS IL-01 ILL UM/NATION PLAN IL-02 ILL UM/NATION PLAN IL-03 /LLUM/NATION PLAN DETAILS IL-04 /LLUM/NATION PLAN DETAILS 1 OF 1 PHOTOMETRIC CALCULATIONS LANDSCAPE PLANS.• L 1.01 TREE RETENTION PLAN L 1.02 TREE RETENTION TABLE L2.01 LANDSCAPE PLAN L2.31 LANDSCAPE DETAILS & NOTES CAUT/ON: UTILITY CONFLICTS LOCATIONS OF UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC /NFORMAT/ON AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, AND CALL UTILITY LOCATE ® 811. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL POTHOLE EXISTING UT/L/T/ES, CONTACTING THE SURVf-YOR OF RECORD TO SURVf-Y THE HORIZONTAL AND VfRT/CAL L OCA TIONS AND VERIFY THE L OCA TION, DIMENSION, AND DEPTH OF ALL EX/S77NG UT/L/T/ES ON THE PROJECT S/TE. IN ADD/T/ON, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VfR/FY NO CONFL/CTS EXIST. IF CONFL/CTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DES/GN, INC. TO RESOL Vf- CONFL/CTS PR/OR TO PROCEED/NG W/TH CONSTRUCTION. ALL PIPES WITH LESS THAN ONE AND A HALF FEET (1.5) OF INERT/CAL SEPARATION SHALL HAVE ETHAFOAM, OR APPROVED EQUIVALENT, PLACED BETWEEN THE PIPES TO MAINTAIN SEPARATION ENGINEER/PLANNER/ , LANDSCAPEARCHITECT GEOTECHNICAL ENGINEER CORE DESIGN INC COBAL T GEOSC/ENCES 12100 N.E. 195TH STREET, SUITE 300 P.O. BOX 82243 BOTHELL, WASHINGTON 98011 KENMORE, WA 98028 CONTACT MICK MATHESON, P.E. - PROJECT MANAGER CONTACT PHIL HABER CONTACT M/CHAEL MOODY, P.E. - ENGINEER PHONE- (206) 331-1097 CONTACT BOB NIX - PLANNER CONTACT JOSH BEARD, P.L.A. - LANDSCAPE ARCHITECT TRACT TABLE PHONE (425) 885-7877 PARCEL NAME SQUARE FEET SQUARE FEET WATER UTILITY TRACT A 3, 005E SF TREE RETENTION ABDOUL GAFOUR 03/06/2025 TRACT B 2,.317E SF ACCESS & UTILITIES TRACT C 1, 682E SF ACCESS & UTILITIES TRACT D 9421 SF FUTURE CONVEYANCE R-430501 SURVEYED: �+ SCALE: VERTICAL: AD 1 1988 83/1 HORIZONTAL- NAD 1983/1991 CITY 0 F DESIGNEOTHERS FLA WO BA/NOTTI R RENTON .LING DRAWN: CHUCK FEM ONE INCH DATUM Planning/Building/Public Works Dept. CHECKED: M/CHAEL MOODY AT FULL SCALE IF NOT ONE INCH APPROVED: NO. REVISION BY DATE AP P R SCALE ACCORDINGLY M/CHAEL MOODY C) I\ C'7 N C) N 26K PROJECT NO. 2008 1K ti�;��o • AsyfMpd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE .ti ZPLANNING 'Con 41843� DESIGN SURVEYING �.`'• GISTER F`�sIBNAL ENVl 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V 04/02/25 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O LHILOPMENT ENGINEERING Surface Water Enginering (� uynh 04/17/2025 JFarah 03/03/2025 NT ! O REGIONAL FIRE AUTHORITY �o WASTEWATER UTILITY o APPROVED -4cthomas 03/03/2025 ory4<FigEPJSa jstowell 03/04/2025 JONES RENTON SHORT PLA T DATE. 3102 PARKA VEN, RENTON, WA 98056 FIELDBOOK: Z_t— NO: PAGE: TITLE SHEET DRAWING C.I. 0.1 1 SHEET: 1 OF: 34 CONNECT TO EX CATCH BASIN STORM DRAIN CATCH BASIN RIM= 193.42' (N) 12" CPP- 191.22' (S) 12" CPP- 191.32' CONTRACTOR TO RESTORE EXISTING GRA VEL SHOLDER IN KIND AND RELOCATE ANY DISPLACED EX/STING STRUCTURES. (TYP) -12f82.00, 21.75' RT RELOCATE EX/STING LIGHT POLE EX/STING POWER POLE. THE EX/STING POWER LINE RUNNING DUE SOUTH WILL BE PLACED UNDERGROUND, CONNECTING TO THE EX/STING POWER POLE LOCATED TO THE SOUTH. ,S) 8" CON MA TCHLINE 12+15 SEE LEFT 12+10.76, 7.50' RT - MI m END SAWCUT 1A 3: I 12f 10. 76, 0. 00' o I I I END HALF STREET 2" GRIND AND OVSRLA Y 12f10.76, 8.81' RT END 5. - 1 TAPER END 0. 5' ASPHAL T BERM MATCH EX ELEVAT/ON J E��R OS P 2 016�0 P � R 33� INSTALL TEMPORARY 5' PPS ASPHAL T TRANSITION RAMP SAWCUT LINE (TYP) I AD✓UST EXISTING TELEPHONE RISER TO FINISH GRADE. CONTRACTOR TO COORDINATE W/TH U7LITY AND S CITY OF RENTON C PR �Rsp \ GN � 0 63� w�'o2 N 3 10*33.64, 18.00' RT PQ END 25' RADIUS CURB RETURN 10*24. 43,, 23. 00' RT RELOCATED SPEED LIMIT AND NO PARKING SIGN PER COR STD PLANS -129 AND 136. SEE DETAIL SHEET C3.32. lOf 16.66, 24.65' RT INSTALL ADA RAMP PER WSDOT STD PLAN F-40.16-04 TYPE PERPENDICULAR B SEE SHEET C3.33 10* 17. 93, 16. 85' L T CONTRACTOR TO STORM DRAIN CATCH BASIN UPGRADE ADA RAMP II RIM = 200. 31' IN K/ND. PER WSDOT - q7n P1 AA/ F-,dn 1R-/J 3 d° HP ;�:�SDO HP OHP ®P OHP OHP ° � OHP - 7 SD SD SD SD SD SD W W W W W w SS SS- \ cc SS SS SS \\ \\ N 31 ST ST 10f00.00, PARK AVf N = � f \ - - - - - - 5f00. 00, ROAD A I - --------------------_------ I-_ J z I m SEWER MANHOLE A U\ 10f15.86, 28.66 LT AIM EL-205.23' INSTALL NEW POWER POLE E.S) 8" CONC. I.E.=1 98.43' THE POWER LINE RUNNING DUE WEST WILL BE PLACED UNDERGROUND ACROSS PARK A VENUE. j ONCE ACROSS PARK A Vf_NUE, THE UNDERGROUND LINE WILL EXTEND BOTH NORTH AND SOUTH, CONNECTING TO THE EX/STING POWER 17. 64' L T POLES LOCATED /N THOSE DIRECTIONS. 9f76.79, NOTE THE PROPOSED UNDERGROUND POWER LINE /S SCHEMA TICALL Y ILLUSTRATED. DETAILED DESIGN AND SPEC/F/CATIONS WILL BE PROVIDED BY OTHERS. NOTE CONTRACTOR TO RESTORE EX/STING PA VERS, PA VING, GRA VEL & LANDSCAPING /N CONSTRUCT/ON AREA ALONG N 31ST STREET TO PRE-EX/STING CONDITIONS OR BETTER. CONTRACTOR TO UPGRADE ADA RAMP IN KIND. PER WSD0T STD PLAN F-40.16-03 S884411 W 25.00 9*59.03,, 0.00' BEG/N HALF STREET 2" GRIND AND 0Vf_RLA Y 9*81.18, 25.19' RT INSTALL ADA RAMP PER WSDOT STD PLAN F-40.16-04 TYPE PERPENDICULAR B SEE SHEET C3.33 G � pR 50 Mop _5�21 PPS SEWER CLEANOUT RIM EL=203.84' -- - I u L_ 10' DRIVEWAY ESMT I 20' INGRESS, EGRESS & UTILITIES _ REC NO 4731181 i � ESM'T PER (R2) 17 -�- ------ 589 06'14 E 257.00 PROPERTY LINE (TYP) d 122.17 127. 83 5' SIDE- BSBL � - - _f:S/DE BSBL - - T �--------------------I °4° \ ✓ I 10' PR/l/ATE I 25' 1 5' I PROPOSED LOCK STORM DRAINAGE I FRONT FRONT I BSBL (TYP) AND LOAD WALL EASEMENT I BSBL BSBL i I o I TOP. 209.0 3.7 d e 1 I TOE- 205 J 2 ° . I ° 66' . d: 8, 146E SF ° . ° °d' ° n 16' PRIVATE z 8 PLANTER ° . 8, 523 SF 0� 3 OF OF I 25' a I ° a ACCESS P 5' S/DEWALK 4 .° I ° °O o ° d EASEMENT ENE P PN PROF 1 I REAR if47.19 O e d Cp 4° . 7 ROW END ROAD B I ° , a ��' ° SEWER SERVICE O NG�p� \S\pN 63 i BSBL DED/CATION d I ° :.. ° ° (TYP) G • NON xl Q G. 25' I 6' CEDAR FENCE PER Q ° I a C STREET I- - - - DET�LL ON SHEET LZ31 I 25 BSBL --------------------1 10' SIDE BSBL 40' PUBL/C STORM ORANGE & UT/L/T/ES 12314 SEM- I PROPOSED 10' SIDE BSBL ENT SEWER TYP) 126.84 5' SVE- BSBL 7U�15 -------- 5' SIDE BSBL 10f16.36, 17.27'RT 25'° ---------------- _ _ _ 25' I EX/STING POWER POLE SHALL BE ° 25` N , ' SEE ROAD SECTION, -I 1 h STREET I REMOVED AND POWER LINES TO THE °'p/�1T h 20' `O I °25 ° SHEET C3.31 o BSBL I SOUTH, NORTH, AND WEST SHALL BE ° BS `FRONT (TYP) DES 215 UNDERGROUNDL UP TO THE NEXT a I B ° BSBL d 21 �E 4 P 33 P p56 I o d I POWER POLE. 1 ° PR S I = 7 068E SF d , ° �b ' 8, 778E SF PP Q 9 G TOR- 211.0 ;o � p TRA CT C RE P PRG I TOE- 207.1 3 9 6f32.26, 2.3.90' L T R=25.00 INSTALL ADA RAMP (ACCESS & UTIL/TIES) ° 1, 682 SF d=883349" PER WSDOT STD 6*58.7,, 23.94' LT L=38.64 PLAN F-40.16-03 I I I PROPOSED 'iV0 INSTALL ADA RAMP I REAR ° . TYPE SINGLE DIRECTION A o PARKING SIGN PER WSDOT STD I BSBL STOP SIGN & SEE SHEET C3.33 I ^ R=25.00 -I PLAN F-40.16-03 STOPBAR TOR- 212.0 R=25.00 4=900000I TYPE SINGLE DIRECT/ON A � L TOE. 208.3 3'7 A=90� 27 I PROPOSED FIRE SEE SHEET C3.33 L=39.27 I 10' STREET BSBL I ? _ _ HYDRANT (TYP) ° -J WATER METER 10' 5/DE BSBL R=25' S3. 83 A (Typ) e. 10.00 . 90.80 5' SIDE BSBL d 5' SIDEWALK 6' TOP.•213.5- - - - - - - - - 8PLANTER (TYP) TOE- 212.0 1'5d -� R=15' R=15' N 858'16 W 166.58 22' (TYP) 2 5' 26' V1 - 8' PLANTER •a5'. SIDEWALK R=25.00 135.35 A= 612443" 8.7 L=29.41 INSTALL 0.5' ASPHAL T BERM Jp�ES �5.> TAPER GPRO32 6� 11f64.81, 18.00' RT �2�0 �E fNO 5W CURB R& GUTTER R\PPN 3P PRE g805�' BEG0. IN 5' ASPHAL T BERM G P 31 REND P P 11*64.54,, 31.50' RT END NEW PLANTER -- -&c SIDEWALK ------- TOR- 212.0 3.9 TOP.-212 5 0.5 TOE. 208,1 TOE.• 212. 0 ROAD A� (PUBLIC) PROPOSED 6*78.11 WA TER (TYP) END ROAD A RELOCATE EXISTING 5f80.84, 17.50' RT INSTALL MAILBOX COMMON/CA T/ON PEDESTAL. PER COR STD CONTRACTOR TO COORDINATE WITH DETA/L PLAN H-57 UT/L/TY AND CITY OF RENTON. SEE SHEET C3.33 9f59.56, 31.50' RT BEGIN NEW SIDEWALK o INSTALL TEMPORARY N I ASPHALT TRANSITION RAMP a 9f 63.63, 18.00' RT BEGIN 25'RADIUS CURB RETURN 9f59.33, 18.00' RT BEGIN SAWCUT 25' 25 a 0o I 25 BEGIN NEW CURB & GUTTER °P' THE PROPOSED UNDERGROUND POWER LINE �NER\N J0� 250 /S SCHEMA TICALLYILLUSTRATED. DETAILED DESIGN AND SPECIFICATIONS WILL G? ��210 g C) BE PROVIDED BY 0 NERS GEL PPN P PR 00 ---- --- Ia X -- - x EX/STING POWER POLE. THE EXISTING POWER LINE RUNNING DUE NORTH W/LL BE PLACED _> GN L\���3251 OHP UNDERGROUND, CONNECTING TO THE �R EX/STING POWER POLE LOCATED TO 8 I I THE NORTH. P P� 135.35 TRACT B PROPOSE (ACCESS & UTILITIES)) STORM TYP 2, 317 SF X 589 04 38'E 196, 99 X SURVEYED: �+ DESIGNE0NERJ FLA V/0 BA/NOTTI DRAWN: CHUCK FEML/NG CHECKED: M/CHAEL MOODY NO. REVISION BY DATE APPR APPROVED: MICHAEL MOODY 0*50.00, ROAD B = ° 6f 46.61, ROAD A PROPOSED /NF/L TRA 17ON . I a DRYWELL (TYP) ° < ° I 25' I 5 I REAR 25' I I 6,997 SF I BSBL FRONT BSBL I • I 10' PUBLIC _ACCESS EASEMENT 10' o I I I 10' PUBLIC STORM 30 �IDE BSBL DRAINAGE & UTILITIES EASEMENT SCALE: X ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 N h TRACT D (FUTURE o TRACT A CONVEYANCE) ' 942 SF �O (TREE RETENTION) 3, 005 SF TREE PROTECTION FENCING 45.76 N89 04 38"W 45.76 PPS R-430502 VERTICAL: CITY 0 F HORIZONTAL-NAD AD 1983/183/1991 R RENTON DATUM Planning/Building/Public Works Dept. i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I - I I - I I A N SCALE: 1" = 20' 0 10 20 40 STORM LEGEND 0 STORM PIPE STORM SERVICE STORM STRUCTURE STORM PIPE FLOW ARROW EX/STING STORM RIPE SEWER LEGEND 0 SEWER PIPE SEWER STRUCTURE SEWER SERWCE SEWER PIPE FLOW ARROW SEWER EASEMENT EX/STING SEWER PIPE WA TER LEGEND WATER MAIN )7d IN[ WATER F/TT/NG �E FIRE HYDRANT WATER METER PRESSURE REDUCING VALA VE WATER EASEMENT EX/STING WA TER PIPE SITE LEGEND NOTE SITE CONCRETE LINES SITE CONCRETE PATTERN ASPHALT GRIND AND OVERLA Y SEE LANDSCAPE PLANS FOR ALL LANDSCAPE FEATURES AND DETA/LS. CAUTION: UTILITY CONFLICTS LOCATIONS OF UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON UNVfR/F/ED PUBL/C INFORMATION AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. PR/OR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, AND CALL UTILITY LOCATE ® 811. PR/OR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING UTILITIES, CONTACTING THE SURW OR OF RECORD TO SURVEY THE HORIZONTAL AND VERTICAL LOCATIONS AND VER/FY THE LOCATION, DIMENSION, AND DEPTH OF ALL EX/STING UTILITIES ON THE PROJECT SITE. IN ADDITION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VERIFY NO CONFLICTS EXIST. IF CONFL/CTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DESIGN, INC. TO RESOL VE CONFLICTS PR/OR TO PROCEEDING WITH CONSTRUCTION. ALL PIPES WITH LESS THAN ONE AND A HALF FEET (1.5) OF VERTICAL SEPARATION SHALL HAVE ETHAFOAM, OR APPROVED EQUIVALENT, PLACED BETWEEN THE PIPES TO MAINTAIN SEPARA TION. N O N LJ PROJECT NO. 2008 1K 00""S ti�;��o • AsyfMpd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE .ti Z• PLANNING 41843DESIGN SURVEYING �.`'• GISTER sIBNAL ENVl 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V 5 O4/02/2L� IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING f HHuynh 04/17/2025 O W JONES RENTON SHORT PLA T �� W 3102 PARKA VEN, RENTON, WA 98056 FIELDBOOK: PAGE: O DRAWING N0: SITE & FRONTAGE PLAN U.. O� \l SHEET: OF: 4 34 o Cy O = I 0 w I I � STORM DRAIN CATCH BASIN 7 I a RIM_ 193.42' j L o (N) 12" CPP- 191.22' W (S) 12" CPP- 191.32' 0 S� ��N �0 / R0 \o1016 SEWER MANHOLE Q RIM EL-204.09' O �I E RHr I III I CONSTRUCTION N I I CLEARING L/NITS / I (TYP) Z N W I v I / ADJUST EXISTING TELEPHONE RISER TO FINISH GRADE. CONTRACTOR TO k I I ' ' COORDINATE WITH UTILITY AND OHP 7:7 CITY OF RENTON EE I ONP Q w W e r- I I tip PRE S oN MBE SS E---25.00 �� 1�16 HOLE / CUT AND CAP EXISTING WATER / HIM / L- 19 8. 83' / ��? SERVICE AT MAIN PER CURRENT / I 8" C0' / 191, 63' / PUBLIC WORKS SPECIFICATIONS. /,S) 8" CON�/L.=192.23'/ 25' w o0 25' ' / / FOUND 2" BRASS DISK W/ 0"X" IN CASE DOWN 0.7' I � / (PROJECT BENCHMARK, EL=204.38) MA TCHL/NE12f15 SEER/GHT STORM DRAIN CATCH 2O0.31' (W) 1 7" IP- 14Q Q4' (TO BE REMOVED) ® / OHP SO FAHP \ OHP \OHP \ \ 0 H P OHP OHP \ SD SD \ SD \ SD �S / SS S� sS—I- 1 SS - ss — SS SS— s I N N 1ST ST ■ G G G _G G I G �1EWER MANHOLE EL-20523' rn�F -1')g 43 RELOCATE EX/STING COMMUNICATIONS PEDESTAL. CONTRACTOR TO COORDINATE WITH UTILITY AND CITY OF RENTON c �N P��oR 50 M0oR�3��21 PQN low MA TCHL/NE 12f15 SEE LEFT � A,I \oG \APO �pN SILT FENCING ALONG CLEA3 R/NG L/NITS 3ON�S \ I) 00N P\�G �\ / I l WHERE SHOWN.. PER C.O.R. STD. PLAN GPR p 6 ( — _ _ / / • _ 10� I I 214.00. SEE SHEET C2.31 (TYP) vp� 8f i I 10' DRIVEWAY ESMT I I G 6 1 / 20' INGRESS, BAESS & UTILITIES / FOUND REBAR WITH CAP STAMPED "ABA INC CONSTRUC770N 976( 0.1' N & 0.05' F% OF PROPERTY CORNER X REC NO 4731181 CLEARING LIMITS / / ESM'T PER (R2) I f----- - - - - - - - - °------ T ----------------- G - 214 N i -25.00 — max— x—x­7x—x—x TTLIr nI i \ S LINE O 200" x—x—x—x—x x—x—x—x—x—x—x—x—x—x—x—x x—x—x � x—x—x � ( E L I x MIN W/OTH - i / FOUf�yf� REBAR WITH CAP OVERFLOW HER ' STAMPED OB PRINC OPERTY 0.1' IN IN i A EX/STING GRA VSt / S P () I I / \ 4 BERO�Zjg M DRIVEWAY TO BE / / / i G PNOR J. 1 / ORTHERN BASIN SEDIMENREMOI/ED T TRAP I) L/ � I II MP SED. TRATRAP P EL.= 211.00 NpgOxI RD.E.=6.EX/STING DRIVEWA Y IR IBOTTOM 032 3.1 J. TOP OF WEIR EL. = 210. 00 TO BE REMOVED z I I I I \ 3.1 / TOP OF WEIR SURFACE AREA AT TOP OF WEIR= 494 SF W I I L0� 0 LPOF I I I \ SEDIMENT TRAP I PER C. 0. R. STD. II E P M P PRONoPL o AN 211.00. SEC SHEET C2.31 (TYP)I G 0 �G�0 ,\ , \A 6� / I BOTTOM OF 1 PSN\ N Q\ \ ?G- 10C/ \ II I I I 60" SEDIMENT TRAP / I o s G� �01 3, N 00� I 90c EX/STING WATER METER N N 056 I \ TO BE REMOVED AND 95 / PQ� OGco I SEp � �3A I I I SAL VAGED BY CITY (TYP) / �� � RGE� I I PP a157ING STRUCTURE I EXISTING TREE TL CBE REMOVED \ I I TO BE REMOVED \ \ / EXISTING WALL (TYP) x --------------------------------------- 'SO TO BIE REMOVED is c ------------------- EXISTING STREET SIGN \ -------------------- I� x \ TO BE RELOCATED \ } X \ �f � o" � � -� 4B---------- -- EX/ST/NG CONCRETE 1 POLE SHALL BE REMOVED I ! l —k \ 6„ WALKWAYS / 1s"C x 14� AND SERVICES ON THE SOUTH, \ " A_ f\ TO BE REMOVED NORTH AND WEST SHALL BE — l I l 24 c x UNDERGROUNOED UP TO?HE \ +� x fec / f NEXT POLE. 4ec / ec 20"c \ / / x 14" I } 24" CONSTRUCTION ENTRANCE PER S \ l � 7" 1 " PLAN C. 0..R 215.10 SEE SHEE/C2.31. 24" / 44 c tJ�O 0 oHP oHP ` ' - 1 4 off P \ �/ / i EXISTING STRUCTURE / 36" OF �2� p32 " i TO BE REMOVED {-- SS �� 21' OHP — p \2J6 12" \ �`'`� \ 11" ( � 28-c L � P 12" ( 3 20" \ \�,�lf `� J 12" Io 0 0 0 7" \ N (. 12" 0 6" V, \ ��..11 " 36"C 9\ 28 C 28 C I c 10" `r c 10" 12" 12" 12" 6 —_k 12"C 24"C \ I I \ — — _ 70c " 32c 0 7" I I 0 �# fe c \ • 1 � 16" 14" 32" 36�18"C �7C 52� � c � X � x \ \ 4ec 12" �21 c c \ 22 C 24 c 12 l28"C OP�'II 8" 7" 6" v 40C \ 8C '�" � 7" I 1 \ \ \ 0 \ 0 1x2 c s"c \ � 1a 16 25,00L \ \ _ \ � c - — — — — — — — — — — 7 C 42"C I cJ l / EXSTING TREE d \ — — — — __ N LINE OF THE S 200' X — — —x --x ems- - - _______ TO BE RETAINED >- / 48 C (TYP) CA TCH BASIN F/L TER PER ti � '2" NOTES- 1. ADDITIONAL EROSION CONTROL MEASURE MA Y BE REOU/RED BY ON -SITE INSPECTOR. 2. A SEPARATE BUILDING PERM/T IS REOU/RED FOR DEMOL/T/ON OF THE EX/STING HOUSE. N SCALE: 1" = 20' 0 10 20 40 LEGEND CLEARING LIMITS LINE CLEARING LIMITS LINE —x—x—x— S/LT FENCE FINISH GRADE CONTOUR MA✓R FINISH GRADE CONTOUR M/NR — EX/STING GRADE CONTOUR MA✓R — — — — EX/STING GRADE CONTOUR M/NR INLET PROTECTION —� INTERCEPTOR SWALE ROCK CHECK DAM NOTE LJ / � \ C.O.R. STD. PLAN 216.30 1. ALL EX/STING STRUCTURES ONSITE TO BE REMOVED \ \ SEE SHEET C2.32 (TYP) F FOUND REBAR WITH CAP S/L T FENCE PLACED UNLESS 0THERW/SE NOTED. S N STAMPED "ABA INC 9760" \ TREE \ FOUND REBAR WITH C�P STAMPED P o�N ROEp ° AROUND /NF/LTRAT/ON \ 0.05' N OF PROPERTY CORNER 3 " OR/PLINE 2 ADD/TIONAL EROS/ON CONTROL MEASURE M/GHT BE "ABA INC 9760" \ G DRYWELLS TO PROTECT \ REQU/RED BY ON -SITE INSPECTOR. o ` INROPER Y CORNER 05 <y OF G N\�G-�00 �\S\U`" \ AGAINST COMPACTION \ \ � 2 (TYP) N I \\ \ N�P�OE AND SILTATION (TYP) \ w 8 $ PROJECT NO. 2008 %K w o I EXISTING STOP SIGN \ \ \ N TO BE RELOCATED \ 0 10" a . N I r w t•f� J 30N� ti`�pF ►✓A°syfMOd CIVIL ENGINEERING z \ �� PRp325o TREE PROTECTION FENCING; SEE2 91 �:ti (� Z;LANDSCAPE ARCHITECTURE DETAIL ON SHEET 2.31 (TYP) 9 93 PLANNING 25' 25' I I \ P(NER PPS 12 92 41843 % DESIGN SURVEYING 9-6 _ I 10" ssr N� 97 / ANAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.787794 V \ 95 o4/o2rz5 � 25.00 X X X X � I \ - 98 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N I � \ - S LINE OF THEN 80' O o X � DEVELOPMENT ENGINEERING � FOUND REBAR WITH CAP OHP , \ pP 51 STAMPED "ABA INC 9760" HHuynh 04/17/2025 \A\N�032 7-ELEVEN 0.05' N OF PROPERTY CORNER g0RG03A2 APN 3342103248 PPN OO R-430503 SURVEYED: OTHERS SCALE: vERnCAL: NAw 1988 HORIZONTAL• NAD 1983/1991 DATUM � CITY 0 F P `R RENTON ' Planning/Building/Public Works Dept. JONES RENTON SHORT PLA T 3102PARKA VEN, RENTON, WA 98056 EROSION CONTROL PLAN DATE: �u O \l DESIGNED: FLAWO BA/NOTT/ FIELDBOOK: PAGE DRAWN: CHUCK FEML/NG ONE INCH DRAWING NO: C2.01 CHECKED: M/CHAFE MOODY AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: M/CHAEL MOODY SHEET: Jr OF, 34 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 L J O C J I 0 I ID W I- w JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 2' MIN. ------------ 6' MAX. I I 12" I / POST SPACING MAY BE INCREASED I M TO V IF WIRE BACKING IS USED I I 4"x4" MIN. TRENCH I I� ;ul BACKFILL TRENCH WITH NATIVE SOIL L OR 3/4' TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70 % MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2A. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Ao=STD. PLAN - 214.00 •• PUBLIC WORKS PRO DEPARTMENT SILT FENCE GAZ 9/28/2018 P.bli< Works Administrator DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 4' MIN. 12" DEPTH 2"- 4" ROCK 24" MIN. SETTLING DEPTH L 1 3.5' - 5' 1.5' MIN. SEDIMENT STORAGE CROSS SECTION NOTES: 1. MAYBE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM 12" OVERFLOW DEPTH OUTFLOW CHANNEL IF r CONSTRUCTED BY _T_I n EXCAVATION 1 I 5' MAX. FILTER FABRIC FENCING 12" DEPTH 3/4" - 1 1/2" WASHED GRAVEL UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 211.00 PUBLIC WORKS APPR ED DEPARTMENT SEDIMENT TRAP GAZ 9/28/2018 1 Public Works Administrator DATE :45 AN EX\91\4 GR0 P0 R = 25' MIN. �f NSTALL DRIVEWAY CULV ERT VERT F THERE IS A ROADSIDE 7 DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 100' MIN. 15' MIN. PROVIDE FULL WIDTH OF 6 INGRESS/EGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 215.10 • PUBLIC WORKS APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 PP bli<Works Administrator DATE THE APPLICANT SHALL ERECT AND MAINTAIN A SIX-FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR A T A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET (1-114) FOR EVERY ONE INCH (1') OF TRUNK CALIPER, WHICHEVER /S GREATER, OR ALONG THE PER/METER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) IND/CA TING THE WORDS, 'NO TRESPASSING - PROTECTED TREES. " OR ON EACH SIDE OF THE FENCING /F LESS THAN FIFTY FEET (50) SITE ACCESS TO /ND/V/DUALL Y PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) S/DES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERV/S/ON WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. Flyrol/A 1. MIN/MUM SIX (6) FOOT HIGH TEMPORARY CHA/NLINK FENCE SHALL BE PLACED A T THE FROM TREE DR/PL/NE OR DES/GNA TED L/M/T OF DISTURBANCE OF THE TREE TO BE SA I/ED. FENCE SHALL COMPLETEL Y ENCIRCLE TREES). INSTALL FENCE POSTS USING PIER BLOCK ONL Y. MOD/F/CAT/ONS TO FENCING MA TER/AL AND 6' LOCAT/ON MUST BE APPROIED BY PLANNING OFFICIAL. 2. TREATMENT OF EXPOSED ROOTS DURING CONSTRUCTION. FOR ROOTS OVER ONE (1) INCH DIAMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARI Y COVERED WITH DAMP BURLAP TO PRE I/ENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. J NO STOCKPILING OF MATERIALS, VfH/CULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACH/NERY SHALL BE ALLOWED WITHIN THE LIUIT OF THE FENCING. FENCING SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY THE CITY PLANNING OFF/C/AL. WORK W/TH/N THE PROTECTION FENCE SHALL BE DONE MANUALL Y UNDER THE SUPERV/S/ON OF AN ON -SITE ARBOR/ST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFFICIAL. 4. ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETEL Y AND EI/ENL Y W/TH A M/N/MUM OF THREE (3') OF BARK MULCH PR/OR TO INS TALLAT/ON OF THE PRO TECT/l/E FENCING. :45 AP 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C- OVERFLOW BYPASS BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS_ 3b FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). S. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 a, ,} PUBLIC WORKS JAPPR95ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 P.buc wo ,Ad-i.n.ro. DATE TREE OR/PL/NE TREE PROTECT/ON FENCING NO SCALE SURVEYED: :45 AN DESIGNEOTHERS FLA V/0 BA/NOTTI DRAWN: CHUCK FEML/NG CHECKED: M/CHAEL MOODY NO. REVISION BY DATE APPR APPROVED: M/CHAEL MOODY NT TREE 'US T MAX. :45 AP SECTION A SECTION B NOTES: 1. CONDITIONS OF USE 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Aoftk STD. PLAN - 217.40 .} PUBLIC WORKS PPR D: DEPARTMENT DITCH CHECK DAMS GAZ 9/28/2018 1 Publ Works Administrator DATE TABLE B. .I.2.B EROSION CONTROL SEED MIX Common Name/Latin Name % Species Composition Desired Seeds per Square Foot PLS Pounds/Acre Spike bentgra sI[Agrostrs exarata 6 9 0.1 California bromelBromas carinatus 15 23 9.8 Tufted hairgra s/Deschampsla cespltosa 15 23 0.4 Blue wlldrye/Elyrrlus glaucus 18 27 10.7 California oatgrass.1401anthorlia caiifomica 18 27 5. Native red fescue/Festuca rubra var. rubra 18 27 2.4 Meadow barley/Hordeum brachyarltherum 10 15 7. MIX ASSUMES 150 SEED PER SQUARE FOOT AND SHOULD BE APPLIED AT APPROXIMATELY 37 POUNDS OF PURE L/I/E SEED PER ACRE R-430504 SCALE: VERTTAL- AD 1 1988 83/1 CITY 0 F HORIZONTAL- NAD 1983/1991 R RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY PROJECT NO. 2008 1K 1000 :45 AN 0 J ,�,P�F• qf.M •�� o yfy pd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 41843DESIGN SURVEYING �.`'• GISTER F4I1NAL ENVl 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V 04/02/25 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING 0 HHuynh 04/17/2025 W JONES RENTON SHORT PLA T DATE. W 3102 PARKA VEN, RENTON, WA 98056 FIELDBOOK: PAGE O TEMPORARYSEDIMEVTAND DRAWING NO: 3-1 EROSION CONTROL DETAILS T: OF, SHEEP: 6 F:34 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF566-602A-4E4A-B436-A317AA638878 LO I O I I) W I- w 2 LEVEL BOTTOM M�1 1 F,������//����� 12"MIN. 1/0 �2'MIN.� SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES: 1. CONDITIONS OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2HAV WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 217.10 a, ,} PUBLIC WORKS raa °: DEPARTMENT INTERCEPTOR SWALE GAZ 9/28/2018 1 Public Works Administr DATE AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H:1V (OR LESS) 3-5% 300 FEET (10 TO 20)H:1V 5-10 % 200 FEET (4 TO 10)H:1 V 10-25 % 100 FEET (2 TO 4)H:1 V 25-50% 50 FEET V CONSTRUCTIO SEQUENCE 1. SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON. 2. FLAG THE LIMITS OF CLEARING, INSTALL FIL TER FABRIC FENCE WHERE SHOWN ON PLANS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERI/ISOR. 4. INSTALL FIL TER FABRIC PROTECTION ON NEWL Y CONSTRUCTED CATCH BASINS AND EXISTING CATCH BASINS AS DESIGNATED ON SHEET C2.01. 5GRAD-AND INSTALL CONSTRUCTION ENTRANCE. 6. CONSTRUCT SEDIMENT TRAP AND TEMPORARY INTERCEPTOR SWALES.. 7. BEGIN CLEARING AND GRADING WHILE EXTEND/NG TEMPORARY INTERCEPTOR SWALES. BRING THE SITE TO SUBGRADE, INSTALL UTILITIES. HYDROSEED AS SOON AS PRACTICAL. 8. STABILIZE ALL AREAS ONCE FINAL GRADES ARE ESTABLISHED BY SUITABLE APPLICATION OF BMPS BY HYDROSEED, SOD, OR SIMILAR METHOD. 9. REMOVE EROSION CONTROL FACILITIES EXCEPT INLET FIL TERS (ONL Y WHEN APPROVED BY CITY INSPECTOR). 10. PA VE ROADWA YS: 11. REMOVE INLET FL TERS WHEN THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 12. CLEAN STORM SYSTEM PR/OR TO USE. DO NOT FLUSH CLEAN/NG WATER DOWNSTREAM. 13. TEMPORARY BMPS CAN BE REMOVED ONL Y AFTER PROJECT IS COMPLETE AND RISK OF 51L T LADEN WATER LEAONG THE SITE HAS PASSED AS DETERUINED BY CITY OF RENTON INSPECTOR. :45 AN EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) 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 ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE-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 IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAYBE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS INCLUDING ROADWAY EMBANKMENTS THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT5) STD. PLAN - 268.00 • PUBLIC WORKS EROSION AND SEDIMENT CONTROL [IPROVID: "` DEPARTMENT GAZ 9/28/2018 � STANDARD PLAN NOTES P.brc woes aemi ssramr DATE TOE IN 4" x 4" 1. CONDITIONS OF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAYBE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS. 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.3. TIRES, SAND BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. 2.4. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 121NCHES AND BE WEIGHTED OR TAPED. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT5) PUBLIC WORKS PROATM STD. PLAN - 213.30 �o '�R DEPARTMENT PLASTIC COVERING GAZ 9/28/2018 1 � DATE Public Works Aeminixtrator TREE PROTECT/ON MEASURES DUR/NG CONSTRUCT/ON PROTECTION MEASURES /N THIS SECTION SHALL APPL Y FOR ALL TRESS THAT ARE TO BE RETAINED ON SITE AND OFF SITE. OFF SITE TREES CONTAINING DRIP LINES THAT ENCROACH D. ONTO THE SITE UNDER CONSTRUCTION SHALL BE CONSIDERED PROTECTED TREES UNLESSIT IS DETERMINED THE ABUTTING PROPERTY OWNER /S /N COMPLIANCE WITH SUBSECTION C OF THIS SECTION, ALLOWED TREE REMOVAL ACTII/lTIES. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY E. A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQU/PMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLU/OS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH /N ANY WAY W/THIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETA/NED. B. FENCED PROTECTION AREA REQUIRED- PRIOR TO DEl/ELOPMENT ACTII/lTIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE QUARTER FEET (1-1/4OR ON ) FOR El/ERY ONE INCH (1'� OF TRUNK CAL/PER, WH/CHEI/ER /S GREATER, OR AEON THE PER/METER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET O(50)INDICARNG THE WORDS F THE FENC/NGIF LESSTHAN Fl TRESPASSINGY FEET (50) SITE ACCESS TO ll1%EACH SIDE D/WDUALL Y PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. lNDIODUAL TREES SHALL BE FENCED ON FOUR (4) S/DES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERWS/ON WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES- IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED /S TO BE RAISED THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREES DRIP LINE. HORIZONTAL- F. G. IMPERI/IOUS SURFACES PROH/BITED WITHIN THE DRIP LINE.• THE APPL/CANT MA Y NOT INSTALL IMPERI/IOUS SURFACE METER/AL WITHIN THE AREA DEFINED BY THE DRIP L/NE OF ANY TREE TO BE RETAINED, UNLESS OTHERWISE APPROVED BY THE CITY. (ORD. 5958, 12-9-20199) RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES- THE GRADE LEVEL AROUND ANY TREE TO BE RETA/NED MA Y NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS- (l� THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (ll� 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 S/ZE, SPECIES, SOIL, OR OTHER CONDITIONS MAYBE REQU/RED. (ORD. 5676, 12-3-20122) MULCH LAYER REQU/RED.• ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETEL Y AND El/ENL Y WITH A MINIMUM OF THREE INCHES (3'� OF BARK MULCH PR/OR TO INS TALLA TION OF THE PRO TECTII/E FENCING. EXCEPTIONS MAYBE APPROI/ED IF THE MULCH WILL AD l/ERSEL Y AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-20122) MONITORING REQUIRED DURING CONSTRUCTION THE APPLICANT SHALL RETAIN A CERTIFIED ARBOR/ST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTII/lTIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. H. AL TERNATII/E PROTECTION.• AL TERNA Tll/E SAFEGUARDS MAYBE USED lF DETERM/NED TO PRO l/lDE EQUAL OR GREATER TREE PROTECTION. :45 AM PROJECT NO. 2008 1K ,Z,P�oF • Asy M ,� •�� ry pd CIVIL ENGINEERING 2irc;;�P �s :-4 LANDSCAPE ARCHITECTURE PLANNING • 41843 DESIGN SURVEYING O,n • GISTER;�• F`�sIaNAL ENVl 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 O4/02/25 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IF +11 DEVELOPMENT ENGINEERING • HHuynh 04/17/2025 R-430505 SURVEYED: SCALE: DATE: NAD 1983/1991 JO/VES RENTON SHORT PLA T VERTIDAL: NAVD 1988 A&Vff4bk CITY 0 F OTHE DESIGNED: HORIZONTAL- FLAVlO BA/NOTT/ 3102PARKA VEN, RENTON, WA 98056 FlELDBOOK: DRAWN: RENTON PAGE CHUCK FEML/NG ONE INCH DATUM � TEMPORARY SEDIMENT AND DRAWING N0: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C2 32 M/CHAFE MOODY ICALE ACCORDINGLY EROSION CONTROL DETAILS ' BY DATE APPR APPROVED: SSHEET. 7 °F'.34 M/CHAFE MOODY N O N i L J LO O I I 0 W J 05 P 01630 P & R 33� PPN 8"CONC(E)IE=196.59 8" CONC(N)IE=196.29 0� 3 �\ PO \ \- G \ 3 J\JN� 1GP\N 10�23 JN �3�2 PP LOB S P 00001 G 00 NCR P PF D��R G\&P\40P32�5 R 4 33� PP SCALE: 1" = 20' 0 10 20 40 z i i I d d° A v d° A•Od PAD 217.0 � ; OF �� i � � SURFACE LEGEND W / PROPOSED F/MSH ° . °° . ! DPP S O 01 / EX GROUND CONTOUR MA✓R I / GRADE CONTOUR (TYP) I a • " ; . EX GROUND CONTOUR M/NR ON \S\0\A 6- 210 FINISH GRADE CONTOUR MA✓R G p d ° 1 0\ \� G 212 FINISH GRADE CONTOUR M/NR M PR I I PROPOSED LOCK AND LOAD WALL 2 9q a d 5971 f 47.19 0.00' \1 CC6� PSO �N, ' P I SON ELF I. SEE DETAIL ON SHEET C3.33 E R N 1 Q .� END ROAD B � I NOTE.- I I gy I J SEPARATE BUILDING PERMIT WILL 2 � O , �q I I �,N QUAINT/TIES BE REQU/RED FOR LOCK AND '.: � .• . .' °. I N� 00NG '� 03Zug LOAD WALL AND GUARDRAIL ° . a .° :d I I S J\NG 3�2� CUT 2,333 CU. YD. SEE DETAIL ON SHEET C3 33 a °• A a° • ' . / . 0 ° I J� 103E N 1 I SAP N FILL: 1, 419 CU. YD. PROPOSED WALL DRAINS TO CONNECT TO CS 6 8"CONC(E,S)IE=198.43 8"C0NC(W)IE=198.23 RIM EL=200.31 12"DI(W)IE=198.84 1?6SD D z 5 W d `bf J W W LO N d ° , PPN SS——�-- SSA �S� SS SS —00 6f00 6f78. 1, 0 60:: � — �� ` _ d END ROAD A ... .a. ° : a 9 A. N 31 S T S T �G G I G C I I PARK A l/E N = I � � \ � l � � � � � � TREE 10f00.00, 1 ,gyp 206 \ ��� o TRACT B �'� 21� 2>s _Z�$ PROTECTION 5f 00.Oq ROAD A ` 5 00 2, 317f SF \ — FENCING (TYP) G PPN NO. PPN FI • ► 7 33L42 EN APN � 03248 —ITJB NJ ; SURVEYED: � DESIGNED:+ SCALE: OTHERJ FLA WO BA/NOTTI DRAWN: CHUCK FEML/NG ONE INCH CHECKED: AT FULL SCALE M/CHAEL MOODY IF SCALE N ACCORDINGLY APPROVED: M/CHAEL MOODY VERnCAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M TREE TO REMAIN (TYP) - TRACTA (TREE RETENT/ON) R-430506 • CITY OF RENTON • Planning/Building/Public Works Dept. NOTE 1. SEPARATE BUILDING PERMIT WILL BE REOU/RED FOR LOCK AND LOAD WALL AND GURRDRA/L. SEE DETAIL ON SHEET C3.33 PROJECT NO. 2008 1K oF ,Z,P�• Asy M ,� •�� ry pd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 41843 �� DESIGN SURVEYING O,n • GISTER;�• F`ESIaNAL ENVl 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 04/02/25 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING • HHuynh 04/17/2025 } JONES RENTON SHORT PLA T 3102 PARKA VEN, RENTON, WA 98056 GRADING PLAN PAGE: C3. OZ 1T: 8 OF:34 O N O N RX A / ---------------------------------------- 1L n ---- --------------- ------------- ---------------- ------------------------------------------------- - Ln / O- / ( \' mNt / SINGLE DIRECTION RAMP LU "TYPE B" PER WSDOT PC 214.20 STD PLAN F-40.16-03. / SEE DETAIL, SHEET C3.33 if j--�� 17 T 2 Z PC 214.12 � I 1 213 70 213.35 214.48 O 213.35 / \ 214.04 217.13 %24 214. 00 A 'l 1.370 %24 213 214.1 216. 98 o n 213.35 214.48 I h :•d 213.2 216.62 h ° °I° ° •. B al'. � 213.96 ° e • W R=25.00 213.80 :° a ° . ° . / A- 90 00'0 " R=25. 00 215. 66 � 216. 61 <° • ' °: � ° 3/d 212. 44 L=39.27 I A- 8157'08" 216. 11 a A v I , ° (,/� PC 211.25 � ° L=35.76 5.6q ,. °1.5i° 216.z1' 44 /A :e ° ° a° • d it d . 5�1-,, 1.50 �16,39. l A .° ;.. ROAD A � 2>5.84 ° , - . ° • ° . a .. . a " a A ° <J16,.25 . dal (PUBLIC) I ' N d a • ' v' Q. N V iO .e' {r ° a.. .� a 21gJy 1.5/o A A o q` 216.13 5. v \ INTERSECT/ON DETAIL ROAD A & ROAD B 1 " = 10' 208 4. R=15.00 A- 36 34 25 205.56 L=9.57 I 2os ; ' • / 21s R=15.00 ° L=11. 62 A204. 93 2 tb` / 7A a.' S -214 I� PC 204.28 212 ° a J ° 204.83 o / J 205.60 �.. C 204.55 T LOW POINIT (44 204.75 � a 205.52 4 °1' , a ' 204.83 / J ...< A 204.13 A A I o ° 205.52 75 - - -2(ls- ® - --4.8,E ii %2d 204.11 �rn/ 04. 9 g 3/44 204. 03 20J 92 PC 205.95 3/4 205.44/ .92 PARKA VE N a=853152o I of o l PC 203.94 L7.32 R=25.00 =3� d=89 0923 I \ y L=38.90 \ 204.06 40.97 \ I / I / I �° °000/ INTERSECTION DETAIL PAR!(AVEN&ROADA / / / NO. 53' ROW 6' 7' PARALLEL TRA VELED 5' SIDEWALK . 8' PLANTER PARKING WA Y 13' TRAVELED WAY 8' 1.5.E 4" HMA OVER 6" CRUSHED ROCK PER RUC 4-6-060.F.2.5 (ROAD A) SECTIONA A NOT TO SCALE 5' L 4" CONCRETE SIDEWALK PER STD DTL 102 CONCRETE CURB AND GUTTER PER STD DTL 101 50' EXISTING ROW 25' 18' 6 5 13.5' EXISTING ROADWAY 10' DRIVE LANE EXISTING SIDEWALK 2" GRIND AND HMA 0VERLA Y SAWCUT EX PASECTION (PARK A VE N) SECTION C-C NOT TO SCALE 20' ROW 10' 10' 2X 1 „ 2% 4" HMA OVER 6" CRUSHED ROCK PER RUC 4-6-060.F.2.5 AND STD DTL 103 32' 8' PARKING LANE 10.5' 29_ VARIES VARIES VAWE5 NOTES: 8' TO Ir O TO 12• O TO 12' EDGE OF FACE OF BACK OF T. M adJestable plaifmm may be used 1n 104I Hie Piatfom� deskyi shown on SIDEyy this p Ad�ustabfe platforms must fit the hradcet design shown D» tlti9 plan. oa Y1tw+0uf CtJEta Brackets ere requhed for all single post installations: Field ddtGrlg may be required. 2. A Typo 2 support is required when 2 or more maltmes are to be Installed an one support, A maldmum Df S maaboxes may be installed on a Type 2 sup- .S. pars See Stdec 932.7. TYPE OF �, TYPE OF 3. 'Attacph a news r boz to a steal post with two 1 7SUPPORTJ8' Muffler U.games spaoad SUPPOti SUPPORT y CURB VVAPJES VARIES t lag bolts to r vspa r taxes b � Posts Newspaper bo es must. VARIES rTYT E SIDEwntx Dot extend beyond the nt of the ma box when the maIIbmc door is dosed. VARIES] 4. Spacing of mailbox aerating holes varies among manufaOtuers. Attachmentoft the mam mr to ptatfortfliin fim n may require drg additional holes through the -,• n �� . r:• -e.1 maimaz to fit the plaffam S. Canter the mailbox on the platform to ensure apace for the meitbmc doar.to open and m allow apace for I= t90 the fasteners sDtket and ancRodng system may be substituted f» 5eu of the anti AT EDGE OF SHOULDER BEHIND CURB BEHIND SIDEWALK twist plate assemb for single steel posts sham on this plan. The socket end wedge erlatottng system shag meet NCHRP 350 crash test criteria. Ant] -twist plates are rat real for wood post installations. MAILBOX PLACEMENT, SECTIONS Kk=X SIZE r, 1A OR 21TYP4 INSTALL SNOW GUARD MIEN MIEN - - _ - ...•. (2CLAWS PER BM 7 SPECrFDE3ET0 A14 rN CONvv}1EET S1)`T (SEE S7 NFSPAPER ox ENENOTE 3(S) _ - Qtip NEWSPAPER BOX WLTIPLs UAW= Qr A'01 �•Tej 9,p� (SEE NOTE 3) SUPPORT (SEE NOTE 2; ' - P b iii -� _ Ao�B �e2T04L, 1 AND-1'V:1ST PLATE h b 1' 811EErs I aji EXPIRES MAY. 16i 20 (SEE NOTE, • .. MAILBOX.. INSTALLATION aim POST. -Wom t7Pt10N'•oPt(IDx aY,�: ," - :. (PROPRI:ARYDESIGN SNDVfN} 4 , ;�.�.�,i"•;, ti �- .y ;..';' $TANpARD PLAN;H-72_'4 TYPE t SUPPORT °.. TYPE 2 SUPPORT • , , ! _ ` ."• - ' . . � •'�. - MAILBOX'SPACING'bE'TAIL' ot......�,�.....,e.»,m.�„'.,+.,:,• -� .,_ ADOPTED . ;!=•.•.'r.-•:4'/t -) . �-.�ovepnarmrrv.wrNMr �� Q • CfTY`OFRENTON • r.-'% o a.4 t`""`STANDARD'OLANS .:.,; w - ° . +,�' _ -'.c r'•� 'Ov[ar: dflriL r6iN4�1i47 y.4 Tl.• !�!• 1^+"���.p�a':�•MK±.�.3::a�x7tdr>�, Y' r F '4•:.:j •p.. _ .,a_�lrlaly . - ... •, �" r ~ ,_ �.::'. , � .,�,..,. �... - � �A57.DAiE:,.05T0512002= iAl 15 • - � • , '� ^' , -4+� �A J Fr'i ` A' 'tlTS= w?Y:a.b`i'S _ ' �•.6 +r 7"f:: , x (ROAD B) SECTION B-B NOT TO SCALE CONCRETE CURB PER STD DTL 101 V 7' ROW DEDICATION Z v W 0.5' 8' PLANTER 5' SIDEWALK 0.5' CONCRETE CURB AND GUTTER PER STD DTL 101 7" HMA OVER 6" CRUSHED ROCK PER STD DTL 103 R-430507 SURVEYED: SCALE: VEff'CAL:* NAw 19/188 4 CITY 0 F OTHERS HORIZONTAL: NAD 191 DESIG"EFLA WO BA/NOTTI RENTON DRAWN: VR CHUCK FEUL/NG ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. M/CHAEL MOODY SCALE NOT ON ACCORDINGLY REVISION BY DATE APPR APPROVED: M/CHAEL MOODY 4" CONCRETE SIDEWALK PER STD DTL 102 N O N u PROJECT NO. 2008 1K A. •waryfy•pd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE .cI „ , Z• PLANNING • 41843 • DESIGN SURVEYING LL �.��; • �IS7ERE'�l�vC'� AL 6 12100 NE 195th St Suite 300 Bothell Washington 98011 425.885.7877 04/02/25 L� IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING T HH nh 4 2 2 } uy 0/17 /05 \c O JONES RENTON SHORT PLA T DATE. W 3102 PARKA VEN, RENTON, WA 98056 FIELDBOOK: PAGE O INTERSECT/ON DETAILS & DRAWING NO: C3.31 1 TYPICAL ROAD SECTIONS SHEET: ^ OF, 34 0 N O O N WE NOTES A> > CURB RAMP WIDTH 4'- 0" MIN, LANDING TO MATCH A CURB RAMP VADTH -• SEE CONTRACT PLANS CURB RAMP WIDTH 4' - 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road- LADTH - E MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING I WIDTH -SEE CONTRACT PLANS Y 9 I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break LANDING CURE RAMP GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - I 4' -6" MIN SIDEWALK - SEE NOTE 5 3. D❑ not place Gratings, Junction Boxes, Access Covers, or other appurten- 4' - 0" MIN. ances on any part of the Curb Ramp or Landing, or in front of the Out PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2'- q'• SIDEWALK - SEE NOTE 5 (TYP,) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4� - 0" MIN.PLANS.- 4'- 4" MIN. F-10.12 for Curia, Curb and Gutter, Depressed Curb and Gutter, and FLARE [TYP) 318" EXPANSION BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP,) - SEE TO CURB RAMP DEPTH CURB RAMP STANDARD PLAN F-30.10 I 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3J8" EXPANSION I (T` p-) Contract Plans for width and placement of sidewalk. JOINT (TYP.) - SEE I �' STANDARD PLAN F-30.10 BREAK 6. The Bid Item "Cement Concrete Curb Ram Type _" does not include the BREAK � TRANSITION TO SIDEWALK BUFFER, IF 'u " p YP GRADE BREAK PRESENT. OR TO BACK OF CURB (TYP.} adjacent Curb, Curb and Gutter, depressed Curb and Gutter, Pedestrian .... »: * SEE CONTRACT PLANS u, v, Curb, or Sidewalks. ` }� 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans When applying the 15-foot max, length, cu»B, OR Cu+xs j• 9 AND GUTTER -- ------ ___--- AND GUTTER - PEDESTRIAN CURB - the running slope of the Curb Ram p is allowed to exceed 8,3%. Use a SEE NOTE 4 �' -.� I SEE NOTE 4 DETECTABLE WARNING SURFAGE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F-5.10 DETECTABLE WARNING SURFACE - the landingover a horizontal distance of 15 feet. Do not include the FAGS OF CURB SEE STANDARD PLAN F-45.10 I FACE OF CURB abutting landing in the 15-foot max. measurement. MEASURED PARALLEL IL DEPRESSED CURB AND GUTTER - � DEPRESSED CURB AND GUTTER $. Curb Ramps and Landings Shall receive a broom f Wish. See Standard TO CURE. (TYP,) CROSSWALK SEE NOTE 4 CROSSWALK Specifications E614. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. O CONTRACTION JOINT (TYP.) -• SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPAGED 4'- 0- MIN. CC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION 4'- 0" MIN. 15'- 0" MAX. {TYP.} GRADE BREAK 1.5% OR FLATTER RECOMMENDED FOR OESIGNIFORMWORK [2°% MAX.) SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 SEE CONTRACT PLANS * 5£E NOTE 7 GRADE BREAK COUNTER SLOPE . 5096 MAX.. - �- 7.5°k� OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (8.3% MAX.) ` TOP OF ROADWAY 9 5% OR FLATTER RECOMMENDED FOR * * a a d e DESIGNIFQRMWORK (10% MAX.) LANDING CURB RAMP � o IWiiSd,���y"� � � 4 �r��o� DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION (A ] �d, CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 - CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT - SEE NOTE .P`p 2a6so wow 5 %�, ct' GI STEM PEDESTRIAN CURB SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45,10 3- R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER SEE NOTE 4 CURB RADIUS DETAIL ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT S ONAL Cignally signed by R- Scott Zeller l�Cr Qafe_2020.a9.2213:23;53-07'�0- PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09,25 14:44.37-ar'ao' amokSTATE DESIGN ENGINEER Woshinglon Stale Doponmenl of Transportation NOTES i MATCH SIOrWALK SUFFER 1, This plan is to be used where pedestrian crossing in one direction is not WIDTH - 4' 0" MIN. STRIP permitted, MATGH SIDEWALK SEE CONTRACT PLANS WIDTH - 4' 0" MIN. - 2. At marked crosswalks, the connection between the Landing and the SEE CONTRACT PLANS PEDESTRIAN CURB - roadway must be contained within the width of the crosswalk markings, SEE NOTE 10 CURB RAMP 318" (IN} EXPANSION PEDESTRIAN cLJRB - 3. Where "GRADE BREAK" Is called out, the entire length of the grade break JOINT - SEE STANDARD 5£E NOTE 70 MATCH SIDEWALK WIDTH - 4' 0" MIN. between the two adjacent surface planes shall be flush, PLAN F-30.10 LANC] IN G SEE CONTRACT PLANS LANDING °' 4, Do not place Gratings, Junction Boxes, Access Covers, or other appurten- s1DEWAL+c � 3/s" (IN) EXPANSION JOINT- SEE � a PEDESTRIAN CURB - ances on any part of the Curb Ramp or Landing or in the Depressed SEE NOTE; 6 - Gy, MIN. 3" R- STANDARD PLANF-30.10 SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. (TYP.) _ B 5' - 0" MIN - 5. See Contract Plans for the curb design specified, See Standard Plan � _ _ _ _ _ III J F-10.12 for Curb, Curb and Gutter, Depressed Curb. Gutter and �J 3 yrr 3- R. M.-%. I Pedestrian Curb details. HEM -, WA �i� * * --- -a - �� - -�o----Nraj 5'- a' MIN. a" R, o S. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See SIDEWALK - ie' Contract Plans for width and placement of sidewalk. L) SEE NOTE s 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not Include the BUFFER STRIP - SEE DETECTABLE WARNING SURFACE SUFFER o DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian CONTRACT PLANS SEE STANDARD PLAN F45.10 STRIP SEE STANDARD PLAN F-45.10 Curb, or Sidewalks. CURD ANDGUTTER - CURB AND GUTTER - SEE NOTEOTE 5 SEE NOTE 5 Ramp 9 8. The Curb Rlength is not required to exceed 15 feet(unless shown PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise in the Contract Plans). When applying the 15-foot max. length CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match Into the sidewalk over a horizontal W distance of 15 feet. ❑ TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B a 9. Curb Ramps and Landings shall receive a broom finish, See Standard Speclflcatlans 8-14. w l` 10. Pedestrian Curb may be omitted if the ground surface at the back of the } m DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb 15' - 0- MAX SEE STANDARD PLAN F-45,10 15'-fl" MM (TYP.) 15' -o" MAX (TYP. Ramp or Landing and there will not be material to retain. ¢ (TYP.) SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE BREAK GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK COUNTER SLOPE BREAK 5.0% MAX. SIDEWALaC-- SIDEWALK -- SLOPE IN EITHER DIRECTION SIDEWALK - SEE N07E 6 SEE NOTE 6 SEE NOTE 8 * * 70P OF * * * 7k 1.5 OR FLATTER RECOMMENDED FOR * ROADWAY �� * y * DESIGNlFORMWORK t2% MAX.) ^ * 7.5% OR FLATTER RECOMMENDED FOR a ❑EPRESSED CURB AND GUTTER - a SEE NOT OFiMWORK (8.3% MAX.) CURB RAMP LANDING CURB RAMP L LANDING CURB RAMP NOTE 7s� .. SEE STANDARD PLAN F-10.12 SECTION SECTION f A ] 0 CONTRACTION JOINT (TYP-) -- SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WA-KWAY) FOR CURD RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. "CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP W LIMIT _ TYPE SINGLc DIRECTION 8" PAY LIMIT " SEE NOTE 7 ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT DETECTABLE WARNING 1" (IN)RADIUS •- SURFACE SEE CO#ZNER STANDARD PLAN F-45.14 •f f..f•f• PEDESTRIAN CURB •• DEPRESSED CURB AND GUTTER - SEE NOTE 5 90' ANGLE RADIUS MAY VARY V -U. DETAIL^ ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT NO. za680) d� IaNAL -ze I ler, 5coll Jun 24 2016 7.21 AM SINGLE DIRECTION CURB RAMP STANDARD PLAN F-40.1G-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION &wor6•r. fun 27 M1u 2:29 PM ' STATE MSIGN ENGINEER ER St431a Doponmonl of Tmnsporhwion MAP REVISION vAjAAjAA� c'f'gp 4 CAP BLOCK (TYP) NA/�VA/�VA 1 114» CRUSHED ROCK v//vv//vv! . , 8- o BACKFILL V�/A�/A�/A o . • ; . . TVA//VA//VA//� .• ... DA YLIGHT 4 • SIDEWALK r, r. r, r, PERFORATED PVC // o : ; a a a a - DRAIN PIPE TO % % WEST TO SWALE.%�/r������/���/i ; p ���/��� w ��/�� /��/��� SLOPE VARIES ROCK BASE NOTE.- KEYSTONE LOCK & LOAD WALL OR APPROVED EQUIVALENT. 4" DRAIN PIPE SHALL GENERALL Y FOLLOW PROFILE AT TOE OF WALL AND SHOULD NOT HAVE NEGATIVE SLOPE LOC`(& LOAD WALL DETAIL NO SCALE R-430509 SURVEYED: SCALE: OTHERS HORIZONTAL: HAD 1983/1991 CITY 0 F DESIGNED: FLAVlO BAINOTn RENTON DRAWN: VR CHUCK FEMLING ONE INCH DATUM vamliv CHECKED: AT FULL ISM Planning/Building/Public Works Dept. MICHAEL MOODY IF NOT ONE IN BY DATE APPR APPROVED: SCALE ACCORDINGLY MICHAEL MOODY co C) N W PROJECT NO. 2008 1K o ' y4.M ,�c,•�� fy p� CIVIL ENGINEERING �:�� • -� LANDSCAPE ARCHITECTURE :40 PLANNING • 41843 '� DESIGN SURVEYING O �GISTER''' i `�SIQNAL ENVti 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V 04/02/25 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING ' = HHuynh 04/17/2025 :01 V� O JONES RENTON SHORT PLA T DAT- W 3102 PARK AVE N, RENTON, WA 98056 FIELDBOOK: W" PAGE. O DRAWING NO: ROAD & GRADING DETAILS C3.33 SHEET: 11 OF: 34 12" IE 191.22 CONNECT TO EX CB L O 0 C'7 STORM DRAIN CATCH BASIN 0 I RAM= 193.42' �N) 12" CPP= 191.22' Q /(Q) 1?" rDD- 191.32' uJ T I NEW 12" PVC /E 191.22 (5) 0 Q 1 V 1 / 208LF 12" DI I / 00.0405 o I o / I N I II 1 1 OHP ; \ w W r ' w Q a I I ONP V, ' x W F --- -- - SS -25.00 / N 9 1 � ore U) 0 I /­ SEWER /ANHOLE / (W,�8" CONC. 1,i.=191.63' 8" CONC/LE.=192.23'/ oc)a I 25 w 25 O CD N O SEE RIGHT CB 1 PETERSON MARK S STA. 3f38.20, 12.77' LT &• MICHELE L TYPE 1, SOLID LOCKING LIDAPN 5342101634 RIM 180.63 12" IF /N 178.11 (5) 12" If /N 178.11 (W) STA. 11f63.56, 17.30' RT TYPE 1, VANED GRA TE RIM 203.77 8" If /N 200.32 (E) 12" IE OUT 199.65 (N) P PN 33 P SEWER MANHOLE RIM EE=204.09 (E) 8" CC STA. 10* 49. 79, 17. 30' RT TYPE 1, VANED GRATE RIM 206.29 12" /F OUT 202.28 (5) 41LF 12" PVC CB 3 ®0.1627 STA. 10109.27, 17.30' RT TYPE 2-48; SOLID LOCKING LID RIM 205.17 12"lE/N 195.61 (E) 12"IEIV 195.61 (N) 12" lE /N 195. 61 (S) 22LF 12" PVC 00.0068 10f00.00, PARK AVE N - 5f00.00, ROAD A_\ STORM DRAIN CATCH BASIN - RIM= 200.31' (W) 12" IP= 198.84' SEE LEFT _ Iu o �6 I / /-+ 12 II � I l 11+ 5, 46.56' RT / / 0\-� 6 I / I / 10' PRIVATE STORM 3 F12 D/ TYPE 2-48, SOLID LOCKING LID DRAINAGE100..0405 RIM 12.58 �ORL / 6" 11lN 204.15 (E) 8 CLEANOUT / EASEMENT ENE N PRE 9 I I I RIM 21316 G P S ON / II " 8 /� OUT 203.99 (W) 6" 1E 206.27 _(E% � R �P I 31LF 8 PVC I 10' DRIVEWAY ESMT 20' INGRESS, ECjRESS & UTILITIES l I 0 0.11�4 6 /E 206.27 (W) / / REC NO 4731181 ESM'T PER (R2) l / I 6" IE 206.27 (S) i ------f--------------------- ---- - - " __ _ ---- -- \ PROPOSED PROPERTY F 1Q4LF 66 PVC- - --�- ---------- �/ / ------------------ a - ?o� L/NE (TYP) - 2� --- N89 06'14 "W 257. 00 000580 / i 4 I PROPOSM-FINISH / •A4° 7LF 6" PVC GRADE CONTOUR (TYP) / z / j 5LF 6" PVC ®0.1000 8 CLEANOUT 6 /E 207.19 0 0.1840 RIM 215.77 i j 6" lE 213.00 6" lE 212.30 (S) / EX/STING GROUND 11LF 6" PVC 6" If 212.30 (W) / CONTOUR (TYP) / 00.1927 °: - / l I I 10 LF 12" 2 I ° ° / A OF �� I I I I D/ SLEEVE PAD 216.0 � ° . ' 3 \ 0 P� VP 0 Q I I I a° ° d .. PAD 217 0 \AE PyM PAS ROE 0 1 � ti ° ° aLa ° ° CL I I PROPOSED 9' D/A. INFIL TRATION DRYWELL ° d ° ° 40' PUB /C STORM G 0 \�\GO\�\S\�� 6� BOTTOM OF ORYWELL EL.= 2 70 4. a A I� DRA/NGE & PSG\ \ P TOP OF DRAIN ROCK EL. = 213.70 ° I ° UT/L/TIES�EASEMENT REQD DRAIN ROCK VOLUME= 350 CFI ° ° ° ° I I ° ]JA TRACT C I(ACCESS & UTILITIES) IE 212.96 a4 I Iff1 TRATION DRYWELL (TYP) I a % 1 2LF 6 PVC I SEE C.O.R. STD DETAIL, SHEET C4.31 I ° A PAD 216. 0 90.0200 a � 1' ° PROPOSED 10' D/A. INFIL TRA -ION DRYWELL \ YD 1 4 / Q BOTTOM OF DR EL. = 20810 J 5LF 6. , VC 1 o \ 6LF 12" PVC RIM 214.60 Q : °° f' :. a Q Q ®0 0 TOP OF DRAIN ROCK EL.= 214. �0 A. JON S d 9 0. 0433 6" IE 21J 70 (SE a % O READ DRAIN ROCK VOLUME= "5 CF APN 33421�3215 6 /E 213.00 (N) 9' �i �' ° 3102 PARK V VE N 8LF 12" 6" If 21370 (W) ° A . I ° 4 RENTON 9 056 PVC 14LF 6" PVC ° PAD 2170 PARCEL 00.0212 YD 3 1 » 0 0. 0200 , IF 213 46 R/M 215.18 ) ° l RIM CLEANOUT 6 ��IF 213.98 00 / 2LF 6" PVC 9 0.0200 6 lE 214.10 (SW) 6 / /E 213.50 (N) / 6" lE 213. 60 (NW) " l " L 6TPVC f 1E214.10(E) l ) ---_6" IE 213,98 (W) 6" IE 21J 98 7�" DI 00.8700 � f '' 15LF 67 PVC-0 0 O 93 / I� ®0.02 214 24 6" IE 214.39 / - 2 6" IE 214.39 / 191F 6" Dl ® 0 2442 I I I I I -I -0HP HP OHP 7EEI ` oe a° ° 4'.a -- 26LF 6 PVC °°0023 ° h °eee • ' • � eaa ° 6" CL :``' ` ° BOLE 1 H PVC 0 0.2346 18 4. ° RIM 214.79UT OHP OHP OHP ° /4 » » SD �5D / SD SD � 1 OHP gee.= " sq SD D / ® .1�22 n pVC l 1 23 F, 6 V� D /E 209 75 (NE) w w w " w- * - , - 36L 1.0192 13 ® a097 6" lE 209.75 (SW) 6" CLEANOUT o ® 0.05 12 S RM �LIN N 4 �- $' ° /0° a RIM 216.61 c SS ss ss s5 �S- / � �_�� 4 0_0 s5 ss /S �- � � ti / ti ti / ti � � a � 6 /E 209.75 (E O _ ti ss ss / s 5 ° �o. ° °° " 6 /E 214.72 � 6f00 / 45 6 VC o I SEE PROF/LE D-D 'N 31S�T S �- -- I "'I - - - / - ` rs °0422 6 lE 214.72 (W) _ STORM CROSSING" SHEET C4.22 N 31 S T S T 67LF 12 PVC �, \ f R OA f-1 / - ° . 6 /E 215.00 6 /E 215.00 (NE) 5 a / -- ------ -- ---� -- \ ®00093 --l_J I \ (PUBLIC) NJAL p YD2 N 20LF 6" D/ PAD 217.7 \ -�-------- \ 12 ®0.0140 R/M2>6.84 G G G 103LF 1 " Dl G -G - - - - - G ,� \ \ ® I Of 00, ROAD B = 8LF 6 �, PV 6 �� lE 214.82 ((VW) 0 0.1484 I � I � �,a � � � °, . ° 6*46.61, ROAD A - _ _ 01 0 � 6" lE 215.00 6" 1E 214.82 (E) CB 8132 TYPE \ 6 /E 214.20 vIANHOLE / ° ° a d 8LF 6" PVC S\ RIM EL=169.24 CB �� �\ 12"CONC(E)IE=167.04 G'B 2 CIM EL=205.23' I � ® �o�, )1,22ZN2" PVC TRACT B LF 6" PVC 2LF 6" PVC ®0.0225 % © 0.0200 12"CONC(W)IE=166.9� STA. 3f47.00, 13.00' RT STA. 4f50.00, 1300' RT E,S) 8" CONC. I.E.-198.43 �� 0 0.0600 � c (A SS & URL/TIES) �1 r�� 0143 10' ACCESS � 1 �" � � � IE 214.1 ,� I EASEMENT TYPE 1, SOLID LOCK/NG LID TYPE 1, SOLID LOCKING LID W� 8" CONC. E.=198.23' oo / \ 1 10 o RIM 181.55 RIM 198.25 ` S89 04 38 E >9D. 99 \ I 12" lE /N 179. 55 (E) 12" lE /N 194.84 (E) \ <'B 7 / ' " 12" IE OUT 179.55 (N) 12" IE OUT 194.84 (W) 0 5 I \� / I ( STA. 5f40.66, 11.41' RT STA. 9f60.58, 17.30' RT ✓I / • \ TYPE 2-48' VANED GRATE q \ I� TYPE 1, VANED GRATE I \ RIM 204.30 CB / 0 MOORE WAL TER421013 C RIM 20388 I \ ,12" IE OUT 197.86\(NW) - STA. Of70.50, 0.00 APN 3342101350 » � .. » 12 /E OUT 199.00 (N) I \ TYPE 2-48 , VANED GRATE 6 CLEANOUT 10 PUBLIC STORM RIM 21,, O RIM 215.81 � DRAINAGE & o CB STA. 5f31.66" 1E IN 207.50 (NE) 6" IE 209.40 (E) UnL/�IES EASEMEN�- / Fz 7 8.45 L T UTILITY CROSSING TABLE I N I TYPE 2-48; 'THRU CURB INLET 6" lE /N 207.50 (SE) 6" lE 209.40 (NW) o � RIM 204.49 \ 6" lE /N 207.50 (NW) CROSS/NG # UPPER NETWORK UPPER P/PE IF LOWER P/PE CROWN LOWER NETWORK CLEARANCE � i � CLEANOUT I N 12" /f /N 196.54 (E) 12" lE OUT 207. 00 (W) � 2I M EL= 203. 84' z I 12- IE /N 196.54 (SE) PIPE CROSSING (TYP) PROPOSED 9' D/A. INFIL TRATION DRYWELL TRACTA 1 STRM 206.88 205.20 SSWR 1.68 12 If OUT 196. q4 (W) SEE UTILITY CROSSING BOTTOM OF DRYWELL EL. = 209. 00 2�1�h i (TREE RETENT/ON) � EX/STING 12" �'B 9 TABLE, THIS SHEET TOP OF DRAIN ROCK EL. = 215.00 0 � 2 STRM 209.32 205.40 SSWR 392 � o � , WATER MAIN I 25' 25' �I STA. 6f 11.13, 12.25' L T L 0 T 3 9 REQD DRAIN ROCK VOLUME= 333 OF 3 SSWR 199.54 197.88 STRM 1.66 3 TYPE 1, VANED GRATE CA 4 SSWR 198.86 196.60 STRM 2WATER MAIN RIM 211.21 25 STING I 1 \ CAROLYN' JO �S TRACTD WAN \ 15� y� 12" IE /N 206.31 (E) (FUTURE „ APN 3342103250 C9NY�YANCE) 5 STRM 208.36 205.47 SSWR 2.88 I --- _- - _ 12 If OUT 206.31 (W) PARC L B \ ----� X - 6 WATER 210.28 205.22 SSWR 5.05 I 1125.0o wQ BA YfRER, x x T, , 9 WATER 200.81 198.55 STRM 2.26 STA. 2-48�" SLID L T 589 04 38"E 60. 01 TYPE 2-48 , SOLID LOCKING LID 0 P 5\ X 10 WA TER 200.85 196.54 STRM 4.31 I RIM 204.92 \ \N 032 0HP OHP 12" /F /N 196.37 (E) RG\ �21 ' 12 WATER 211.07 209.41 STRM 1.67 I 12" IE OUT 195.87 (W) 8 PN 33 13 WA TER 210.31 208.45 STRM 1.86 I ADS BA YF/L TER WATER P QUALITY CATCH BASIN _ELEVEN 14 WA TER 210..38 208.71 STRM 1.67 0 SYSTEM. SEE DE TA/L A P N 33 42103 248 16 WATR 200.63 196.29 STRM 4.34 I SHEET C4.31. R -43 0 510 SURVEYED: SCALE: VERTICAL 17 HA T? 199.69 196.25 STRM 3.45 OTHERS HORIZONTAL- N D 1983/1991 CITY 0 F DESIGNED: 18 STRM 206.56 204.35 SSWR-SERV 2.21 FLA V/0 BA/NOTTI RENTON DRAWN: CHUCK FELLING ONE INCH 23 STRM 206.84 205.08 SSWR 1.76 DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. M/CHAEL MOODY IF NOT ONE INCH 24 STRM 210.06 20540 SSWR 4.66 NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY M/CHAEL MOODY NOTE: INFIL TRA TION DRYWELL SIZING SHALL BE I REVIEWED AT THE TIME OF BUILDING PERMIT I I I I I I I I I I I I I --I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SCALE: 1" = 20' 0 10 20 40 STORM LEGEND STORM PIPE STORM SERVICE ❑❑ STORM STRUCTURE STORM PIPE FLOW ARROW EXISTING STORM PIPE PR/VA TE STORM LINE PUBLIC STORM PIPE SURFACE LEGEND EX GROUND CONTOUR M4JR EX GROUND CONTOUR M/NR 210 FINISH GRADE CONTOUR MA✓R 212 FINISH GRADE CONTOUR MINR NOTE.- 1. INFIL TRA -ION TRENCH SIZING SHALL BE REVIEWED AT THE TIME OF BUILDING PERMIT. I CAUTION: UT/L/TYCO/VFL/CTS I LOCATIONS OF UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON UVWR/F/ED PUBLIC INFORMATION AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. PR/OR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, AND CALL UTILITY LOCATE ® 811. PR/OR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EX/STING UTILITIES, CONTACTING THE SURI/EYOR OF RECORD TO SURVEY THE HORIZONTAL AND VERTICAL LOCATIONS AND VfR/FY THE LOCATION, DIMENS/ON, AND DEPTH OF ALL EX/STING UTILITIES ON THE PROJECT SITE. IN ADDITION, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO VERIFY NO CONFLICTS EXIST. IF CONFL/CTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DESIGN, INC. TO RESOL VE CONFLICTS PR/OR TO PROCEEDING WITH CONSTRUCTION. ALL PIPES WITH LESS THAN ONE AND A HALF FEET (1.5) OF VERTICAL SEPARATION SHALL HAVE- ETHAFOAM, OR APPROI/ED EQUIVALENT, PLACED BETWEEN THE PIPES TO MAINTAIN SEPARA -ION. C\1 O C\1 u PROJECT NO. 2008 1K oF ,Z,P�• Asy M ,� •�� ry pd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE .ti Z• PLANNING 41843DESIGN SURVEYING O,n •LISTER F`ESIaNAL ENVl 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 Q O4/02/25 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING ;+ Surface Water Enginering HHuynh 04/17/2025 JFarah 03/03/2025 JONES RENTON SHORT PLA T DATE. W 3102 PARKA VEN, RENTON, WA 98056 FIELDBOOK: PAGE: DRAINAGE CONTROL DRAWING NO: O C4.01 PLAN SHEET: 12 OF: 34 0 N O O N WE 0 N O O N WE //Alr*,M Advanced Drainage Systems, Inc. Jones Short Plat -Rev 07-19-24 Renton- WA BAYSAVER BAYFILTER SPECIFICATIONS PRODUCTS A. INTERNAL COMPONENTS: ALL COMPONENTS INCLUDING CONCRETE STRUCTURE(S), PVC MANIFOLD PIPING AND FILTER CARTRIDGES, SHALL BE PROVIDED BY BAYSAVER TECHNOLOGIES LLC, 1030 DEER HOLLOW DRIVE, MOUNT AIRY, MD (800.229.7283). B. PVC MANIFOLD PIPING: ALL INTERNAL PVC PIPE AND FITTINGS SHALL MEET ASTM D1785. MANIFOLD PIPING SHALL BE PROVIDED TO THE CONTRACTOR PARTIALLY PRE-CUTAND PRE -ASSEMBLED. C. FILTER CARTRIDGES. EXTERNAL SHELL OF THE FILTER CARTRIDGES SHALL BE SUBSTANTIALLY CONSTRUCTED OF POLYETHYLENE OR EQUIVALENT MATERIAL ACCEPTABLE TO THE MANUFACTURER. FILTRATION MEDIA SHALL BE ARRANGED IN A SPIRAL LAYERED FASHION TO MAXIMIZE AVAILABLE FILTRATION AREA. AN ORIFICE PLATE SHALL BE SUPPLIED WITH EACH CARTRIDGE TO RESTRICT THE FLOW RATE TOAMAXIMUM OF45GPM. D. FILTER MEDIA: FILTER MEDIA SHALL BE BY BAYSAVER TECHNOLOGIES LLC AND SHALL CONSIST OF THE FOLLOWING MIX: A BLEND OF ZEOLITE, PERLITEAND ACTIVATED ALUMINA. E. PRECAST CONCRETE VAULT: CONCRETE STRUCTURES SHALL BE PROVIDED ACCORDING TO ASTM C. THE MATERIALS AND STRUCTURAL DESIGN OF THE DEVICES SHALL BE PER ASTM C478, C857 AND C858. PRECAST CONCRETE SHALL BE PROVIDED BY BAYSAVER TECHNOLOGIES, LLC. PERFORMANCE A. THE STORMWATER FILTER SYSTEM SHALL BEAN OFFLINE DESIGN CAPABLE OFTREATING 100%OFTHE REQUIRED TREATMENT FLOW AT FULLSEDIMENT LOADCONDITIONS. B. THE STORMWATER FILTER SYSTEM'S CARTRIDGES SHALL HAVE NO MOVING PARTS. C. THE STORMWATER TREATMENT UNIT SHALL BE DESIGNED TO REMOVE AT LEAST 85% OF SUSPENDED SOLIDS, 65% OF TOTAL PHOSPHORUS, 65% OFTURBIDITY, 40% OF TOTAL COPPER, AND 40% OF TOTAL ZINC BASED ON FIELD DATACOLLECTED IN COMPLIANCE WITH THE TECHNOLOGY ACCEPTANCE RECIPROCITY PARTNERSHIP TIER IITEST PROTOCOL. D. THE STORMWATER FILTRATION SYSTEM SHALL REDUCE INCOMING TURBIDITY (MEASURED AS NTUs) BY50%OR MORE AND SHALL NOT HAVEANY COMPONENTS THAT LEACH NITRATES OR PHOSPHATES. E. THE STORMWATER FILTRATION CARTRIDGE SHALL BE EQUIPPED WITH A HYDRODYNAMIC BACKWASH MECHANISM TO EXTEND THE FILTER'S LIFEAND OPTIMIZE ITS PERFORMANCE. F. THE STORMWATER FILTRATION SYSTEM SHALL BE DESIGNED TO REMOVE A MINIMUM OF65%OFTHE INCOMING TOTAL PHOSPHORUS (TP) LOAD. G. THE STORMWATER FILTRATION SYSTEM'S CARTRIDGES SHALL HAVE ATREATED SEDIMENT CAPACITY FOR 80%TSS REMOVAL BETWEEN 150-350 LBS. 2021 ADS, INC. DocuSign Envelope ID: 3131B34D3-7EOA-476C-ADB3-4329FFEOC108 / DRYWI, ROOF 48" MIN. DIA. DOWNSPOUT MIN. 12" X 12" HOUSE CATCH BASIN SPLASH BLOCK (YARD DRAIN) /� 1 �7 l / oW =F O PLAN ' ROOF DOWNSPOUT 4" CAPPED PVC OR GRATE INLET AT SURFACE FOR OBSERVATION OVERFLOW CATCH BASIN MIN. 50 GALLON PLASTIC (YARD DRAIN) OR CONCRETE DRYWELL HOUSE SPLASH BLOCK SOLID LID OR GRATE T DIA MIN PVC, SDR 35 PER ASTM D3034 12" MIN. TOPSOIL 2%SLOPS%MIN.) 12" MIN. SUMP FINE MESH SCREEN, SS 304 10AO OR SIMILAR F MIN. SETBACK FROM BUILDING �\ \ //\\< o j 15' MIN. AS REQUIRED, A VA / 3/4" - 1 1/2" WASHED SEE NOTE 1 DRAIN ROCK OR GRAVEL BACKFILL FOR MIN. I DRYWELLS PER WSDOT \\\ / U Y4" //\, STD. SPECIFICATION MIN. SECTION 9.03.12(5). SIDES AND TOP OF ROCK LINED WITH / NON -WOVEN GEOTEXTILE FOR SEPARATION PER WSDOT 9-33.2(1) "Mil NOTES: 1. DRYWELLS MUST BESET BACK AT LEAST 15 FEET FROM 1r BUILDINGS WITH CRAWL SPACE OR BASEMENT ELEVATIONS THAT SECTION 12" MIN. ABOVE SEASONAL ARE BELOW THE OVERFLOW POINT OF THE DRYWELL. HIGH GROUNDWATER OR HYDRAULICALLY GENERAL NOTES: RESTRICTIVE LAYER 1. WHEN LOCATED IN COARSE SANDS AND COBBLES, DRYWELLS MUST CONTAIN A VOLUME OF GRAVEL EQUAL TO OR GREATER THAN 80 CUBIC FEET PER 1,000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS, DRYWELLS MUST CONTAIN AT LEAST 90 CUBIC FEET OF GRAVEL PER 1,000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. 2. SPACING BETWEEN DRYWELLS SHALL BE A MINIMUM OF 10 FEET, 3. REGULAR MAINTENANCE INCLUDING CATCH BASIN (YARD DRAIN) CLEANING (EVERY 6 MONTHS MINIMUM) IS ESSENTIAL TO THE LONG-TERM FUNCTIONING OF DRYWELLS. 4. CONNECT INLET PIPE TO CONCRETE DRYWELL USING PRECAST HOLE OR CORE DRILLED HOLE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 263.00 PUBLIC WORKS t/ne y: 1` P"DEPARTMENT DRYWELL PLAN AND SECTION Pastucha 8/13/20 0 Martin NuI2W�r'R,�A9M19D... DATE 18 BAYFILTER MAINTENANCE THE BAYFILTER SYSTEM REQUIRES PERIODIC MAINTENANCE TO CONTINUE OPERATING AT ITS PEAK EFFICIENCY DESIGN. THE MAINTENANCE PROCESS COMPRISES THE REMOVAL AND REPLACEMENT OF EACH BAYFILTER CARTRIDGE AND THE CLEANING OF THE VAULT OR MANHOLE WITH A VACUUM TRUCK. FOR BEST RESULTS, BAYFILTER MAINTENANCE SHOULD BE PERFORMED BY A CERTIFIED MAINTENANCE CONTRACTOR. A QUICK CALL TO AN ADS ENGINEER OR CUSTOMER SERVICE REPRESENTATIVE WILL PROVIDE YOU WITH A LIST OF RELIABLE CONTRACTORS IN YOUR AREA. WHEN BAYFILTER IS INITIALLY INSTALLED, WE RECOMMEND THAT AN INSPECTION BE PERFORMED ON THE SYSTEM IN THE FIRST SIX (6) MONTHS. AFTER THAT, THE INSPECTION CYCLE TYPICALLY FALLS INTO A BIANNUAL PATTERN GIVEN NORMAL STORM OCCURRENCE AND ACTUAL SOLIDS LOADS. WHEN BAYFILTER EXHIBITS FLOWS BELOW DESIGN LEVELS, THE SYSTEM SHOULD BE INSPECTEDAND MAINTAINED AS SOON AS PRACTICAL. REPLACING A BAYFILTER CARTRIDGE SHOULD BE CONSIDERED AT OR ABOVE THE LEVEL OF THE MANIFOLD. MAINTENANCE PROCEDURES 1. REMOVE THE MANHOLE COVERS AND OPEN ALL ACCESS HATCHES. 2. BEFORE ENTERING THE SYSTEM MAKE SURE THE AIR IS SAFE PER OSHA STANDARDS OR USE A BREATHING APPARATUS. USE LOW 02, HIGH CO, OR OTHER APPLICABLE WARNING DEVICES PER REGULATORY REQUIREMENTS. 3. USING A VACUUM TRUCK, REMOVE ANY LIQUID AND SEDIMENTS THAT CAN BE REMOVED PRIOR TO ENTRY. 4. USING A SMALL LIFT OR THE BOOM OF THE VACUUM TRUCK, REMOVE THE USED CARTRIDGES BY LIFTING THEM OUT. 5. ANY CARTRIDGES THAT CANNOT BE READILY LIFTED CAN BE EASILY SLID ALONG THE FLOOR TO A LOCATION THEY CAN BE LIFTED VIA A BOOM LIFT. 6. WHEN ALL THE CARTRIDGES HAVE BEEN REMOVED, IT IS NOW PRACTICAL TO REMOVE THE BALANCE OF THE SOLIDS AND WATER. LOOSEN THE STAINLESS CLAMPS ON THE FERNCO COUPLINGS FOR THE MANIFOLD AND REMOVE THE DRAINPIPES AS WELL. CAREFULLY CAP THE MANIFOLD AND THE FERNCO'S AND RINSE THE FLOOR WASHING AWAY THE BALANCE OF ANY REMAINING COLLECTED SOLIDS. 7. CLEAN THE MANIFOLD PIPES, INSPECT, AND REINSTALL. 8. INSTALLTHE EXCHANGE CARTRIDGES AND CLOSE ALL COVERS. 9. THE USED CARTRIDGES MUST BE SENT BACKTO ADS FOR EXCHANGE/RECYCLING AND CREDIT ON UNDAMAGED UNITS. BAYFILTER INSTALLATION NOTES 1. CONTACT UTILITY LOCATOR TO MARKANY NEARBY UNDERGROUND UTILITIES AND MAKE SURE IT IS SAFE TO EXCAVATE. 2. REFERENCE THE SITE PLAN AND STAKE OUT THE LOCATION OFTHE BAYFILTER VAULT. 3. EXCAVATE THE HOLE, PROVIDING ANY SHEETING AND SHORING NECESSARY TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY REGULATIONS. 4. LEVELTHE SUB -GRADE TO THE PROPER ELEVATION. VERIFY THE ELEVATION AGAINST THE MANHOLE DIMENSIONS, THE INVERT ELEVATIONS, AND THE SITE PLANS. ADJUST THE BASE AGGREGATE, IF NECESSARY. 5. HAVETHE SOIL BEARING CAPACITY VERIFIED BYA LICENSED/ENGINEER FORTHE REQUIRED LOAD BEARING CAPACITY. ON SOLID SUB -GRADE, SETTHE FIRSTSECTION OFTHE BAYFILTER PRE--CASTVAULT. 6. CHECK THE LEVELAND ELEVATION OFTHE FIRST SECTION TO ENSURE IT IS CORRECT BEFOREADDING ANY RISER SECTIONS. 7. IFADDITIONAL SECTION(S) ARE REQUIRED, ADD A WATERTIGHT SEALTO THE FIRST SECTION OFTHE BAYFILTER VAULT. SETADDITIONAL SECTION(S) OF THE VAULT, ADDING A WATERTIGHT SEALTO EACH JOINT. 8. INSTALLTHE PVC OUTLET MANIFOLD. 9. INSTALLTHE PVC OUTLET PIPE IN BAYFILTER VAULT. 10. INSTALLTHE INLET PIPETO THE BAYFILTER VAULT. 11. AFTER THE SITE IS STABILIZED, REMOVE ANY ACCUMULATED SEDIMENT OR DEBRIS FROM THE VAULT AND INSTALLTHE FLOW DISKS, DRAINDOWN MODULES (IFAPPLICABLE), AND THE BAYFILTER CARTRIDGES. 12. PLACE FULL SET OF HOLD DOWN BARS AND BRACKETS INTO PLACE. 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 APPLICANTS 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 SHALL 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 APPLICANT'S 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. T 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 2-03.3(14)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 BE 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 220.20, 13. STEEL PIPE SHALL BE ALUMINIZED OR GALVANIZED WITH ASPHALT TREATMENT 1 2 OR 5 INSIDE 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 PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. 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 CURB/GUTTER 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-OF-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 MANHOLES/CATCH 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 267.00 4P_o®®• PUBLIC WORKS SURFACE WATER STANDARD PLAN e8W&dby: DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 8.&1.3dE®98B44®D... DATE 18 ME AND COVER 197.47FT outlet 522 BAYFILTER (TYP) SECTION A -A SCALE: N.T.S. NOTE: THIS DETAIL SHOWS A FUNCTIONAL FILTER DESIGN PER SITE SPECIFIC INFORMATION PROVIDED. THE FINAL APPROVED PRECAST DRAWINGS WILL DETERMINE THE FINAL SIZE, INCLUDING BUT NOT LIMITED TO, OVERALL DIMENSIONS, RISER SIZE, RISER TYPE & HEIGHT AND FRAMES & COVERS BEING PROVIDED. POLYMER SEA: INLFTOPANAG= MAT_ 2b1_ MEDIA SP IRRA- OUTLET DRAT WAG£ MATERIAL o. OUTLET PIPE AIR RELEASE VALVE OUTLET PATHWAY FLOW CONTROL ORIFICE THE BAYFILTER STORMWATER FI 522 BAYFILTER STORMWATER WQU-1 WATER QUALITY FLOW RATE 0.04 ds DRAINAGE AREA CARTRIDGE DESIGN FLOW RATE 22.5 GPM # BAYFILTER CARTRIDGES 1 TREATED SEDIMENT CAPACITY 175 Ibs MANAGEMENT SYSTEM IS A LTRATION DEVICE DESIGNED TO REMOVE FINE SEDIMENTS, HEAVY METALS, AND PHOSPORUS. THE BAYFILTER SYSTEM RELIES ON A SPIRAL WOUND MEDIA FILTER CARTRIDGE IN_ET ��Ar= WITH APPROXIMATELY 45 SQUARE FEET OF FILTRATION AREA. THE FILTER CARTRIDGES ARE HOUSED IN A CONCRETE STRUCTURE FILTER LEG THAT EVENLY DISTRIBUTES THE FLOW BETWEEN CARTRIDGES. THE SYSTEM IS OFFLINE WITH AN EXTERNAL BYPASS THAT a.mer ROUTES HIGH INTENSITY STORMS AROUND THE SYSTEM. THE o�1LecT1aN FILTER CARTRIDGES REMOVE POLLUTANTS FROM RUNOFF BY FILTRATION (INTERCEPTION/ATTACHMENT) AND ADSORPTION. 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. 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: • 4-8INCH ROCK / 40 - 70% PASSING; • 2-4INCH ROCK 130 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 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 SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL 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 CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED 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 SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. 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-OF-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 CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE 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 NON -SLIP OR NON-SKID 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 SHALL CONFORM TO TABLE 4.2.1.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 1,000 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 MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AovSTD. PLAN - 267.10 VI��• PUBLIC WORKS SURFACE WATER STANDARD PLAN 10.d by: DEPARTMENT NOTES (2 OF 2) artin Pastuchill 3/2020 N-I ...,h. DATE �BABkFA98D... SURVEYED: OTHERS DESIGNED: FLA WO 8AINOTT7 DRAWN: CHUCK FENCING CHECKED: MICHAEL MOODY NO. REVISION BY DATE APPR APPROVED: MICHAEL MOODY ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZOMAL" NAD 1983/1991 DATUM 8:48 12" INLET PIPE M- - -12!!NLET PIPE 12" OUTLET STANDPIPE 48" DIA. MANHOLE 522 BAYFILTER (TYP) R-430513 e CITY OF PI RENTON VAMIle Planning/Building/Public Works Dept. PLAN VIEW SCALE: N.T.S. Q H XXX X X X XX y I F 03 LU o Q ULU F O 0 i -rZ C U U) -0O O C:~ N ° o n U) a LU LU o a 0,0 J N C) zV W LU O Q 7 p Of U o 10W J_ v/ v O O Z SHEET 2 OF 2 0 I `-y co N 0 It N AN PROJECT NO. 2008 1K ,Z,P� F • A, •. M tiv��, o ry fy p� CIVIL ENGINEERING �:�� • -4Coff LANDSCAPE ARCHITECTURE PLANNING • 41843 `PDESIGN SURVEYING O GISTER:* "`111111zw� �SIQNAL ENVti 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V 0Y/02/ G 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING r^ HHuynh 04/17/2025 O JONES RENTON SHORT PLA T DATE- OK: W 3102 PARK AVE N, RENTON, WA 98056 W" PAGE O STORM DRAINAGE DETAILS DRAWING NO: C4.31 1 SHEET: 15 OF: 34 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 L JJ co Nt Nt I 0 W I- 2", 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 00 16 5 A #3 BAR EACH CORNER #3 BAR EACH SIDE - Y� `v #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR HOOP #3 BAR EACH CORNER 18" MIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION o PUBLIC WORKS DEPARTMENT PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12" CONCRETE ALL METAL PIPE 15" 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 NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN 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 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" 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 NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S 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 REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.00 AP PR ED: CATCH BASIN TYPE 1 GAZ 9/28/2018 P"blx Works Aaminirtramr DATE DocuSign Envelope ID: E212B987-C6264330-A5D4-DO55AO107AF9 251/4" 29 1/4" BOLT -DOWN HOLE (TYP.) - 518", 11 NO, SEE DETAIL AND NOTE 2 TOP RECESSED ALLEN HEAD CAP SCREW 5/B"-11 NOx2" GRATE FRAME SECTION BOLT -DOWN DETAIL SEE NOTE 2 24 1/4" SECTION A SEE DETAIL ISOMETRIC VIEW 7/8" \ 1 /8" 11/4" 1 NOTES: 4 1/2' I 1 . THIS SEE STANDARD PLANS 204. 0 214,20, AND 214.30. AME IS DESIGNED TO ACCOMMODATE 20" x 24 GRATES OR COVERS, I\ 1 5/8'• 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE 1 518" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. 3/4„ / THE FRAME SHALL ACCEPT THE 5/8"Al NC x 2"ALLEN HEAD CAP CREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF \ BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2 112" 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL \ DETAIL REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.00 �o®• PUBLIC WORKS APPo .1. -, 91� DEPARTMENT RECTANGULAR FRAME Martin Pastucha 10/19/2022 1 ­MNgItEW. D._ DATE Public Works Adminisnaror :45 Al 2:52 CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) J MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX. 16" MAX. FLAT SLAB TOP 48", 54", 60", 72", 84", 91 OR 144" ;1. EE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER 12" (TYP) 1" MIN "0' RING r 24" 2.5" MAFORCING STEEL, (TYP.) MIN. 12"GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT STD.SPECIFICATION SECTION 9-03.12(3) 6„ SEPARATE BASE INTEGRALBASE 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 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. 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-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. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 1 8„ 1 60" 12" 84" 8" 12" 1 72" 12" 96" 8" IT 84" 12" 120" 10" 12" 96" 12" 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP' SOLID WALL PVC, PROFILE WALL PVC, 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 11, 60" 11, 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 48" CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 'STD. SPEC. 9A5.12(1) 'STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 201.00 o®� PUBLIC WORKS CATCH BASIN TYPE 2 PR ; DEPARTMENT GAZ 9/28/2018 P"blx arks Aam DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 24" F L BOLT -DOWN SLOT, SEE DETAIL AND 2 1/2" DIA. HOLE NOTE 1 20" A / O� O�O�OQ ' O O O 0�0�4�0 TOP m ISOMETRIC I� 4 3/4" 1 1 V2" 1 5/8 R39", SEE NOTE 2 3/4„ 1 11/4" TI I IOLT-DOWN SLOT DETAIL SEE NOTE 1 r3-1 SECTION B 126", SEE NOTE 2 5„ NOTES: 3 1/2" r 314" i 5/8" 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"-11 NC x 2" ALLEN 4" HEAD CAP SCREW BY BEING TAPPED, OR OTHER II` 3/4" DIA. HOLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 1/2" DIA. HANDLE 1 1/2" 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN. SECTION C 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 IS NOT TO SCALE (NTS) STD. PLAN - 204.10 �o®• PUBLIC WORKS �I� DEPARTMENT RECTANGULAR SOLID METAL COVER GqZ 9/28/2018 I Publk work: Aemml:n,r•, DATE :45 Al :45 A4 SEE NOTE 4 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE FACE AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION I I I I � � � � NOTES: 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y BOND. 5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3. 7. PICK /LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) AomSTD. PLAN - 202.00 .o�• PUBLIC WORKS PRO `��� DEPARTMENT CATCH BASIN INSTALLATION GqZ 9/28/2018 1 9 DATE WAemisam, DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 BOLT -DOWN SLOT, 112" ;EE DETAIL AND IOTE 1 3/4" 1 1/4" I � 5/8" I I BOLT -DOWN SLOT DETAIL SEE NOTE 1 LETTERING ISOMETRIC 2a" - 7 OR 8 EQUAL SPACES 5" 1 DIRECTION OF FLOW I +, 1 5/8" MAX. J T 771/ 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 NO 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. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 204.20 o�• PUBLIC WORKS PRO "` DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 I IG%.- PPmm work, Aammi:mmr DATE SURVEYED: c �+ DESIGNED: OZHGRJ FLA WO 8A/NO71 DRAWN: CHUCK FEML/NG CHECKED: M/CHAEL MOODY NO. REVISION BY DATE APPR APPROVED: M/CHAEL MOODY :45 4 :45 AN CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB (TYP.) --e\ HOOD 1 1/2" MIN. DO NOT INSTALL SAFETY BAR / DEBRIS GUARD (TYP.) 20" x 24" VANED GRATE FRAME ISOMETRIC VIEW CATCH BASIN SE GRATE rL 3" i SEE DETAIL BELOW 1 / - 34' (WIDE SIDE) 1 l CATCH BASIN TYPE 1 -40" (WIDE SIDE) CATCH BASIN TYPE 1 L HOLE OR SLOT FOR ATTACHING HOOD - 29" MIN. 1" MIN. (TYP.) 20 1/4" o SEE NOTE 4 (TYP.) SEE NOTE 2 (TYP.) 241/4" MIN. 0 ri TOP VIEW FRAME DETAIL NOTES: 1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN. 2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE HOOD. 3. ATTACH THE HOOD TO THE FRAME WITH TWO 3/4" x 2" HEX HEAD BOLTS, NUTS, AND OVERSIZE WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING ACROSS THE SLOTS. 4. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A 518" x - 11 NC x 2" ALLEN HEAD CAP SCREW. LOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS. SEE BOLT- DOWN DETAIL. 5. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 204.20 AND 204.30. 6. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED PRODUCT. IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING. i SEE NOTE 1 � \. SECTION A _ 51/2" \ \ \ RV \ HOOD LEVEL -F �1" MIN. 1/2" MIN. \ OPENING HEIGHT 4" MIN. TOP OF GRATE SEE NOTE 3 I FRAME / DETAIL SECTION A UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 203.00 PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE PR D: 'I` DEPARTMENT INSTALLATION GAZ 9/28/2018 IL P"mi< W"rks Aammiso-amr DATE R-430514 SCALE: VERTICALNAVD CITY 0 F HORIZONTALTAL• NAD 1983/183/1991 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY PROJECT NO. 2008 1K :45 M O co CD Nt N ,�,P�F• qf.M •�� o yfy pd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE •ti z• PLANNING 41843�1 DESIGN SURVEYING �.�; • LISTER ,� IaNAL ENV 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 Q 04/02 /2 5 1` IN COMPLIANCE WITH CITY OF RENTON STANDARDSFO DEVELOPMENT ENGINEERING ' w ^1+ v) HHuynh 04/17/2025 O DATE: JONES RENTON SHORT PLA T W 3102 PARKA VEN, RENTON, WA 98056 FIELDBOOK: L PAGE: O STORM DRAINAGE DETAILS DRAWING N0: C4.32 1 SHUT: OF' OF:34 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: E212B987-C626-4330-A5D4-DO55AO107AF9 LO C) m Nt I Nt I W I- nV 1`\ 1 O 1O 1\c\ W O 1 1/2" LETTERING BOLT HOLES-3 PLACES EQUALLY SPACED 120" APART ON 23 1/16" DIA. B.C. ---000° SKID GROOVE PATTERN DRAIN (1) 1" DIA. PICKHOLE PLAN VIEW 1 1/4" LETTERING 25" DIA. 3l4" 2 1/2" 8 3/4" (TYP.) COVER SECTION VIEW - 26 1/2" DIA. - 25 1/4" DIA. 1/4" DIA. NEOPRENE GASKET COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 50-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4" 1 1/16" 118" RI/8" GASKET GROOVE DETAIL II II = 1/4" +� 71/2' = 3I16" 5/81, 23 3/8" DIA. CL OPEN 275/16^DIA. SKID GROOVE PATTERN DETAIL 34 1/8" DIA. FRAME SECTION VIEW NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. 2. THIS 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 COVERRFR"00 by. 'I` DEPARTMENT actin PastuchW13/2020 8061W(PRIVATE) P°bR©98B449D... DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS NEAT LINE TRENCH SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS 12" MIN. EXISTING PAVEMENT SURFACE O j 6"�\ SEE NOTE4 \ "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), COMPACTED TO 95% OF MAXIMUM DENSITY "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), "BANK RUN GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-03.19, OR "GRAVEL BORROW" PER WSDOT STD. SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.00 AND 220.10 - SEE NOTE 1 UNPAVED AREAS I PAVED AREAS NOTES: 1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN X OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 220.20 i PUBLIC WORKS DEPARTMENT TYPICAL TRENCH AND BACKFILL PPR D. 9/28/2018 1 GAZ v"mk wona aamm�zvaror DATE 8:48 :45 All 1/2" LETTERING BOLT HOLES-3 PLACES EQUALLY SPACED 120" APART ON 23 1/16" DIA. B.C. RENTO DRAIN (1) P' DIA. PICKHOLE PLAN VIEW 11/4"LETTERING 25" DIA. 3/4" 2 1/2" 8 3/4" (TYP.) COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8"-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1/2" DIA. 25 1/4" DIA. 1/4" DIA. NEOPRENE GASKET F''� 1/4" 1 1/16" rts" 6„ 1/8" R1/8" 5181, 23 3/8" DIA. CL OPEN GASKET GROOVE DETAIL 27 5/16" DIA. - 34 1/8" DIA. FRAME SECTION VIEW NOTES- 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 204.50 PUBLIC WORKS STORM ROUND FRAME AND COVER8/13/2020 DEPARTMENT (PUBLIC) ['7m artin Pastucha ° ~p1F�F9$B449D... DATE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 SEE NOTE 4, LIMIT OF PIPE ZONE PIPE ZONE BEDDING AND BACKFILL, SEE NOTE 5 - 6" O.D. FOUNDATION4 LEVEL yy J_ FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 6 GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3)) OR MAINTENANCE ROCK (WSDOT 9.03.9(4)) FLEXIBLE PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2. HAND TAMP UNDER HAUNCHES. 3. DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH. 5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA SPECIFICATIONS SECTION 9-03.17. PIPE TYPE MINIMUM COVER (FT) PUBLIC? PRIVATE? ALLOWED IN ZONE 1 OF THE APA? LINE CORRUGATED POLYETHYLENE PIPE (LCPE) 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL 2.0 YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.0 YES YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) 2.0 YES YES YES POLYPROPYLENE PIPE (PP) - DUAL WALL 2.0 YES YES YES MINIMUM DISTANCE DIAMETER BETWEEN BARRELS 12" TO 24" 12" 30" TO 96" DIAMETER 13 102" TO 180" 48" UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE INTS) A101111ilk STD. PLAN - 220.10 O®• PUBLIC WORKS PIPE ZONE BEDDING AND jfkd by: �I� DEPARTMENT COMPACTION - FLEXIBLE PIPE Aartin Pastucha 8/13/20c fiB8Q&FAG&B449D... DATE 18: 18 #6 BARS @ 7" SPACING T 12" (TYP.) 1 20 x24 , 24" DIA., 48 48.. DIA., OR 54" MAX, DIA. HOLE (� 6, J- 12" 9„ LI + 12" t 2 V2" MAX. 84" or 96" FLAT SLAB TOP PREFABRICATED LADDER 12" MIN. 6" SPACING STEP 91/2" MAX. 20"x24", 24" DIA., 48" DIA., OR 54" DIA. HOLE L 2" (TYP.) 2INJMIN. 8„1"MIN.T- 2 1/2" MAX. 7 72" FLAT SLAB TOP18"MIN. 024 42" MAX.#4 BARS @ 6" SPACING L . 20"x24"OR 24" DIA. HOLE 48" MIN. TYPICAL ORIENTATION ECCENTRIC CONE SECTION I� 2" (TYP.) FOR ACCESS AND STEPS 8 1" MIN. 2 1/2" MAX. 48", 54", or 60" FLAT SLAB TOP 3� 3�" .yn 20" 34" 5 S. 2", 4', 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" s' \\��1", �j1ll HEIGHT INCREMENT (SPACED T EQUALLY), SEE NOTE 1 I 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), CIRCULAR ADJUSTMENT SECTION SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION NOTES: 1. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING 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) PUBLIC WORKS MISCELLANEOUS DETAILS FOR oS STD. PLAN - 204.60 gu�q, A PRuHZ DEPARTMENT DRAINAGE STRUCTURES 9/28/2018 I Publlm k-1 DATE ublk W°rkz PEminlstraror DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 3/4" FLAT FACE GOTHIC 00 9" DIA 5/ " 400 ❑ ❑ STORM ❑ 4" ❑ ❑ ❑ ❑ 8-13/16"DIA ❑ ❑ 1 1/8Ip� pI11 8-" DIA 10-1/2" DIA �'�fd� (2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS 5/6 ON A 8" DIA BOLT CIRCLE CAST IRON FRAME AND PAVED AREA (TYP.) COVER, SEE NOTE 3 'p^ EXTEND CLEANOUTRISER 2" ABOVE DESIGNSIGNPONDING III--�I ELEVATION OR PER PLAN FERNCO GASKETED 4 V 4 DESIGN PONDING QUIK CAP OR SIMILAR 8" CLASS "B" \ /�� ELEVATION 4"STREAMBED COBBLES PER WSDOT 9-03.11(2) ASPHALT, SEE NOTE 4 4" COMPACTED SAND ORO GRAVEL BACKFILL FOR DRAINS O��C j;. oO PER WSDOT 9-03.12(4) QO CLEANOUT RISER, SEE NOTE 2 -III-III-II 11i III ,i1I CLEANOUT RISER SOIL TIGHT 45" BEND SEE NOTE 2 WYE SOIL TIGHT COUPLER UNDERDRAIN, FOOTING %�//\\/� /��� I l I Ij" "I DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE O CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA TO OVERFLOW STRUCTURE OR STORM MAIN MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. 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 3675Z1 PT 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, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 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 BIORETENTION 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 B60SIgned by: PUBLIC WORKS STORM SYSTEM CLEANOUT 8/13/20 �I� DEPARTMENT artrnin_ Pastucha DATE SURVEYED: c �+ DESIGNED: OZHGRJ FLA WO BA/NOTTI DRAWN: CHUCK FEML/NG CHECKED: M/CHAEL MOODY NO. REVISION BY DATE APPR APPROVED: M/CHAEL MOODY :45 0 1 8 TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND BACKFILL, SEE NOTE 4 - 6" O.D. FOUNDATION LEVEL s" FOUNDATION MATERIAL, , IF REQUIRED, SEE NOTE 5 TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND SPAN - BACKFILL, SEE NOTE 4 r , FOUNDATION LEVEL - RIGID PIPE NOTES: 1. PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH. 2. O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE OUTSIDE SPAN OF PIPE -ARCH. 3. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH. 4. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 5. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA SPECIFICATIONS SECTION 9-03.17. ®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3)) OR MAINTENANCE ROCK (WSDOT 9-03.9(4)) RISE FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 5 6" 6' MINIMUM ALLOWED IN ZONE 1 PIPE TYPE COVER (FT) PUBLIC? PRIVATE? OF THE APA? CORRUGATED 20 YES YES YES STEEL PIPE SPIRAL RIB STEEL 2.0 YES YES YES PIPE PLAIN CONCRETE PIPE (PCP) 2.0 NO YES NO REINFORCED CONCRETE PIPE 1.0 YES YES NO (RCP) DUCTILE IRON PIPE 1.0 YES YES YES CIRCULAR PIPE DIAMETER MINIMUM DISTANCE BETWEEN BARRELS 12" TO 24" 12" 30" TO 96" DIAMETER/3 102" TO 180" 48" PIPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS 18" TO 36" 12" 43" TO 142" SPAN/3 148" TO 199" 48" UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 220.00 PUBLIC WORKS PIPE ZONE BEDDING AND ARC°s; dby DEPARTMENT Martin Pastucha 10/19/20 2 COMPACTION - RIGID PIPE Public Works AdminMm ., DATE R-430515 SCALE: VERTICAL NAVD 1988 CITY 0 F HORIHORIZONTALNAD 1983/183/1991 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY N O Nt N i 0 J 12 PROJECT NO. 2008 1K o AsyfMpd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE .ti zPLANNING 41843DESIGN SURVEYING . LISTER F`�sIBNAL ENVl 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V 04/02/25 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 O JONES RENTON SHORT PLA T 3102 PARKA VEN, RENTON, WA 98056 FlELDBOOK: PAGE O STORM DRAINAGE DETAILS DRAWING NO: C4.33 1 SHEET:17 OF:.34 LO 0 i 0 W I- —0HP OHP\— � \1 D �N >S �S- N 31S' EXCLUDED SIGNIFICANT TREE TREE RETENTION PLAN SURVEYED: SCALE: OTHERS DESIGNED: MARK S LEES DRAWN. MARK S LEES CHECKED: LINOSEY B. SO[ORlO, 1. A. NC. REVISION BY DA R APPROVED: LINOSEY 5, SOLORIO, P.L.A. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SIGNIFICANT TREE TO BE REMOVED (TYP.) LANDMARK TREE TO BE REMOVED (TYP.) TREE PROTECTION FENCING (TYP.) LANDMARK TREE TO BE RETAINED (TYP.) SIGNIFICANT TREE TO BE RETAINED (TYP.) SCALE: 1' = 20' 1:: 20 40 VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATUM R-430516 ;R MY 0F RENTON v4m• Planning/Building/Public Works Dept. TREE LEGEND C TREES TO BE REMOVED- EXCLUDED (SIGNIFICANT AND LANDMARK) `1 TREES TO BE REMOVED -SIGNIFICANT /1 TREES TO BE REMOVED- LANDMARK l\ J� TREES TO BE RETAINED -SIGNIFICANT TREES TO BE RETAINED- LANDMARK X j; TREES PROTECTION FENCING TREE RETENTION CALCULATION AS PER RMC: 4-4-130.H. TOTAL NUMBER OF SIGNIFICANT TREES ON SITE: 92 TOTAL NUMBER OF EXCLUDED SIGNIFICANT TREES: 56 TOTAL DEAD, DISEASED OR HAZARDOUS TREES: 6 TOTAL TREES IN PROPOSED ROADS, R.O.W. AND UTILITIES 50 TOTAL NUMBER OF SIGNIFICANT TREES: 36 (92 TREES ON SITE - 56 EXCLUDED SIGNIFICANT TREES) TOTAL NUMBER OF REQUIRED SIGNIFICANT TREES TO BE RETAINED: 11 (36 X .03 = 30% RETAINED TREES) TOTAL NUMBER OF PROVIDED SIGNIFICANT TREES TO BE RETAINED: 12 TOTAL NUMBER OF REPLACEMENT TREES REQUIRED: 0 *NOTE* 1. DEAD, DISEASED OR HAZARDOUS TREES ARE NOT SHOWN ON THIS PLAN. PROJECT NO. 2008 1K CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS JONES RENTON SHORT PLA T 3102 PARKA VEN, RENTON, WA 98056 TREE RETENTION PLAN DATE: 09/04/2020 FIELDBOOK: PAGE: DRAWING NO: L.I. OZ EET31 E 34 0 C) N RX O rN- co N O O It N LO N O N c-I LO N O N c-I w 7 a J LL O co 1:1- 0 W LANDSCAPE PLAN SURVEYED: SCALE: OTHERS DESIGNED: MARK S LEES DRAWN. // `CC MAR/\ S LE S ONE INCH CHECKED: LINOSEY B. SO[ ORlO, P.L.A. AT FULL SCALE IF NOT ONE INCH N G . REVISION BY DA _ AP P R I APPROVED: SCALE ACCORDINGLY LINOSEY B. SOLORIO, P.L.A. PLANT SCHEDULE SYMBOL QTY BOTANICAL NAME COMMON NAME CONTAINER SIZE SPACING NATIVE/ADAPTIV TREES 0 4 CERCIS CANADENSIS EASTERN REDBUD 2" CAL. MIN. AS SHOWN • e 9 THUJA PLICATA WESTERN RED CEDAR 6' HT. MIN. AS SHOWN EVERGREEN :. 6 TILIA TOMENTOSA SILVER LINDEN 2" CAL. MIN. AS SHOWN SHRUBS 19 BLECHNUM SPICANT DEER FERN 2 GAL. 2' O.C. FULL & BUSHY r0 3 CORNUS SERICEA RED TWIG DOGWOOD 2 GAL. 3' O.C. 3 CANES MIN. 22 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL. 4' O.C. EVERGREEN (+ )� 16 MYRICA CALIFORNICA PACIFIC WAX MYRTLE 2 GAL. 4' O.C. EVERGREEN !/ 3 RIBES SANGUINEUM RED FLOWERING CURRANT 5 GAL/36" HT. MIN. 6' O.C. FULL & BUSHY 12 SPIRAEA BETULIFOLIA BIRCH LEAF SPIREA 2 GAL. 2' O.C. DROUGHT TOLERAN- O3 VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL. 5' O.C. EVERGREEN SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE SPACING NATIVE/ADAPTIV GROUND COVERS 3,623 SF ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 1 GAL. 24" O.C. EVERGREEN 1,685 SF ARMERIA MARITIMA COMMON THRIFT 1 GAL 2' O.C. DROUGHT TOLERAN- 1,696 SF ERIGERON SPECIOSUS SHOWY FLEABANE 1 GAL 2' O.C. DROUGHT TOLERAN- MINIMUM TREE DENSITY AS PER RMC 4-2-110A MINIMUM TREE DENSITY REQUIRED: 17 TREES (2 SIGNIFICANT TREES PER EVERY 5,000 SQ. FT.) (TOTAL LOT SQ FT = 42,108 / 5,000 = 8.4, 8.4 X 2 = 16.8) PROPOSED TREE DENSITY: 22 TREES THE TREE DENSITY MAY CONSIST OF EXISTING TREES, REPLACEMENT TREES, TREES REQUIRED FOR STREET FRONTAGE LANDSCAPING, OR A COMBINATION. FULLY SIGHT OBSCURING LANDSCAPE BUFFER (TYP.) TEMPORARY TREE PROTECTION FENCING (TYP.) RETAINED TREE (TYP.) 6' HT. BOARD FENCE (TYP.) SEE DETAIL ON SHEET L2.31 EVERGREN TREE (TYP.) SCALE: 1" = 20' 10 20 40 R-430518 VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 A&W&fwA ;ej Y OF RENTON DATUM • Planning/Building/Public Works Dept. PROJECT NO. 2008 1K I CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING O co N O O N 6 Bothell, Washington 98011 425.885.7877 V IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING r^ HHuynhIL 04/17/2025 W DATE: JONES RENTON SHORT PLA T 09/04/2020 3102 PARKAVEN, RENTON, WA 98056 FIELDBOOK: W" PAGE: O DRAWING NO: 1 LANDSCAPE PLAN L2.01 =HEET 33 OF 34 LO O I W 7 a z STAKING NOTES: RUBBER HOSE AT TREE; HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 1 YEAR'S GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE 3 HARDWOOD STAKES OR OTHER APPROVED MATERIAL; ALL STAKES TO BE DRIVEN OUTSIDE THE ROOTBALLL, AT 120' SPACING GALVANIZED WIRED OR CABLE; TWIST WIRE TO TIGHTEN ONLY ENOUGH TO KEEP FROM SLIPPING (ALLOW FOR SOME TRUNK MOVEMENT) 3' PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF ° • • ° ° • e • eee e THE ROOTBALL; SET TOP OF • • • e° ° e ROOTBALL FLUSH TO GRADE; DO e • • °� • e NOT COVER THE TOP OF THE ° • e ° �e •• ° • ROOTBALL WITH SOIL • • ° • • • f e • ; MIN. 2" MULCH; DO NOT PLACE IN e ° • • • -° CONTACT WITH TRUNK • • • e • • • ° REMOVE ALL TWINE, WIRE ° • e e • • AND BURLAP FROM TOP • • e • HALF OF ROOTBALL; NON ° • • e • ° 0 BIODEGRADABLE MATERIAL ° e e 00 SHALL BE REMOVED COMPLETELY 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT FINISH GRADE _.::-- L.:=.._:iiul. ..i.IIIL.—:�—:,.ill -n.il6- ._...�... ..._ _=.�illl_.:_.::.:II�.._. • • � a.................................c o..oaooauu000......o • • � ................................. �.000000000000000i • • • pa0000000..ounp v0000000000000i STAKES SHALL EXTEND A MIN. OF 12" INTO UNDISTURBED SOIL 12X ROOTBAL DIA. 1' PLACE ROOTBALL ON U N EXCAVAT E D/U N D I STRU B E D NATIVE SOIL PEDESTAL TO PREVENT SETTLING 2 x ROOTBALL DIA. DETAIL: PLANTING DECIDUOUS TREE NOT TO SCALE 2 X ROOTBALL DIA. DETAIL: PLANTING SHRUB NOT TO SCALE PLANT SET CROWN OF PLANT AT FINISHED GRADE 2" LAYER MULCH; TAPER TO CROWN SAUCER 2" HIGH FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER ROUGHEN ALL SURFACES OF PIT CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL PLANT SPACING PER PLANT TYPE; SEE SCHEDULE NOTE: TO AVOID LANDSCAPE INTRUSION INTO PATHS, THE FOLLOWING PLANTING SPACING OFF -SETS FROM EDGE OF ALL PATHS, DRIVES, ACCESS ROUTES, ETC. SHALL BE MET: GROUND COVER: 18" SMALL SHRUBS (UNDER T TALL): 30" MEDIUM SHRUBS (FROM T TALL TO 6'): 42" LARGE SHRUBS (OVER 6' TALL): 48" DETAIL: PLANTING SPACING NOT TO SCALE PRUNE TREE AS DIRECTED IN PLANTING NOTES PLANT TREE SO THAT THE TRUNK CROWN IS VISIBLE AT THE TOP OF THE ROOTBALL; SET TOP OF ROOTBALL FLUSH TO GRADE; DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL MIN. 2" MULCH; DO NOT PLACE IN CONTACT WITH TRUNK �1�169:[e1:7_1�7� 4" HIGH EARTH SAUCER AROUND EDGE OF PLANTING PIT 11 x ROOTBP DIA. REMOVE ALL TWINE, WIRE, AND BURLAP FROM TOP HALF OF ROOTBALL; NON -BIODEGRADABLE MATERIAL SHALL BE REMOVED COMPLETELY ROUGHEN EDGES OF PIT TAMP TOPSOIL BACKFILL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE TO AVOID SHIFT OF ROOTBALL PLACE ROOTBALL ON UNEXCAVATED/UNDISTRUBED NATIVE SOIL PEDESTAL TO PREVENT SETTLING DETAIL: PLANTING CONIFER TREE NOT TO SCALE GROUNDCOVER 2" LAYER OF MULCH; TAPER TO CROWN FINISHED GRADE ROOTBALL TOPSOIL BACKFILL & FERTILIZER CUT NEW ROOT MASS TO STIMULATE NEW ROOT GROWTH UNDISTURBED NATIVE SOIL 2 X ROOTBALL DIA. DETAIL: PLANTING GROUNDCOVER "EDAR CAP K 4 TOP RAI IX4 TREATE :4 CEDAR P X 4 BOTTOM 1/4" SPACI BETWEEN 2. ATTACH RAILS TO POSTS WITH HIDDEN GALVANIZED BRACKET. 3. ALL HARDWARE TO BE GALVANIZED STEEL. 4. STAIN ALL WOOD WITH SEMI -TRANSPARENT STAIN, COLOR TO MATCH ARCHITECTURE. STAIN TO BE SELECTED BY OWNER. DETAIL - & CEDAR FENCE NOT TO SCALE NOT TO SCALE crrrinni FINISH GRADE. GENERAL LANDSCAPING REQUIREMENTS 1. ALL PORTIONS OF A LOT NOT USED FOR BUILDINGS, FUTURE BUILDINGS, PARKING, STORAGE OR ACCESSORY USES, AND PROPOSED LANDSCAPED AREAS SHALL BE RETAINED IN A "NATIVE" OR PREDEVELOPED STATE OR RESTORED TO SUCH STATE WITH APPROPRIATE ENHANCED PLANTINGS AS DETERMINED BY THE DIRECTOR; PROVIDED, THAT SCHOOLS IN PUBLIC ZONES SHALL NOT BE SUBJECT TO THIS REQUIREMENT. 2. SLOPES IN AREAS THAT HAVE BEEN LANDSCAPED WITH LAWN SHALL GENERALLY BE A THREE -TO -ONE RATIO OR LESS, WIDTH TO HEIGHT (HORIZONTAL TO VERTICAL), TO ASSIST IN MAINTENANCE AND TO ALLOW IRRIGATION SYSTEMS TO FUNCTION EFFICIENTLY. 3. WITH THE EXCEPTION OF LAWN AREAS, NEW LANDSCAPING MATERIALS (I.E., TREES, SHRUBS AND GROUNDCOVER) SHALL CONSIST OF DROUGHT -TOLERANT SPECIES AND PACIFIC NORTHWEST ADAPTIVE VEGETATION. ALL DEVELOPMENTS ARE REQUIRED TO INCLUDE NATIVE PACIFIC NORTHWEST AND DROUGHT -TOLERANT PLANT MATERIALS FOR ALL PROJECTS. 4. DECIDUOUS TREES SHALL HAVE A CALIPER OF AT LEAST TWO INCHES AT THE TIME OF PLANTING MEASURED FOUR AND ONE-HALF FEET ABOVE THE ROOT BALL OR ROOT. 5. EVERGREEN TREES SHALL BE A MINIMUM SIX FEET IN HEIGHT MEASURED FROM TREETOP TO THE GROUND AT THE TIME OF PLANTING. 6. SHRUBS SHALL BE A MINIMUM OF 18 INCHES IN HEIGHT (MEASURED FROM TOP OF SHRUB TO THE GROUND) AT THE TIME OF PLANTING. 7. GROUNDCOVER SHALL BE PLANTED AND SPACED TO RESULT IN TOTAL COVERAGE OF A LANDSCAPED AREA WITHIN THREE YEARS OF PLANTING. 8. AREAS PLANTED WITH GRASS/LAWN SHALL: a. CONSTITUTE NO MORE THAN 40 PERCENT OF LANDSCAPED AREAS; PROVIDED, THERE SHALL BE AN EXCEPTION FOR BIOFILTRATION SWALES, EXCEPT FOR SCHOOLS IN PUBLIC ZONES; AND b. BE A MINIMUM OF FIVE FEET WIDE AT THE SMALLEST DIMENSION. 10. GRASS AND REQUIRED LANDSCAPING AREAS SHALL CONTAIN AT LEAST TWO AND ONE-HALF INCHES OF COMPOST OR IMPORTED TOPSOIL WITH FIVE TO 10 PERCENT SOIL ORGANIC MATTER CONTENT. 11. EXISTING CLAY OR SANDY SOILS WHERE LANDSCAPING IS TO BE INSTALLED SHALL BE AUGMENTED WITH AN ORGANIC SUPPLEMENT. 12. LANDSCAPE AREAS SHALL BE COVERED WITH AT LEAST THREE INCHES OF MULCH TO MINIMIZE EVAPORATION. 13. MULCH SHALL BE USED IN CONJUNCTION WITH LANDSCAPING IN ALL PLANTING AREAS TO ASSIST VEGETATIVE GROWTH AND MAINTENANCE OR TO VISUALLY COMPLEMENT PLANT MATERIAL, EXCEPT THAT UNDISTURBED NATIVE VEGETATION NEED NOT BE MULCHED. NONVEGETATIVE MATERIAL SHALL NOT BE AN ALLOWABLE SUBSTITUTE FOR PLANT MATERIAL. 14. LANDSCAPING AND FENCING SHALL NOT VIOLATE THE SIGHT DISTANCE SAFETY REQUIREMENTS AT STREET INTERSECTIONS AND POINTS OF INGRESS/EGRESS FOR THE DEVELOPMENT. 15. ALL TREE TYPES SHALL BE SPACED APPROPRIATELY FOR THE COMPATIBILITY OF THE PLANTING AREA AND THE CANOPY AND ROOT CHARACTERISTICS OF THE TREE. 16. FOUNDATION LANDSCAPING IS ENCOURAGED TO MINIMIZE IMPACTS OF THE SCALE, BULK AND HEIGHT OF STRUCTURES. 17. ALL LOADING AREAS SHALL BE FULLY SCREENED FROM PUBLIC RIGHTS -OF -WAY OR NONINDUSTRIAL/MANUFACTURING USES WITH TYPE I LANDSCAPING. 18. USE OF PRODUCTS MADE FROM POST -CONSUMER WASTE IS ENCOURAGED WHENEVER POSSIBLE. 19. WALKWAYS, DECORATIVE PAVING, FOUNTAINS, BENCHES, PICNIC TABLES AND OTHER FEATURES OR AMENITIES ARE ENCOURAGED IN LANDSCAPING AREAS. THESE FEATURES ARE IN ADDITION TO THE LANDSCAPING REQUIREMENT, NOT IN LIEU OF SUCH REQUIREMENT. PROJECT NO. 20089K DESIGN CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 ' R-430519 SURVEYED: OTHERS SCALE: HORIZONTAL: HAD 1983/1991 VERTICAL: NAVD 3/1 DATUM - � � � � � RENTON ° P ann r g/Bu ld r,g�PUb� works Dept. JONES RENTON SHORT PLAT 3102 PARK AVE N, RENTON, WA 98056 LANDSCAPEDETAILSAND NOTES DATE: 0904 � � 2020 DESIGNED: MARK S LEES FI ELDeooK: PAGE: DRAWN: MARK S LEES � ONE INGFI � DRAWING NO: L2.31 G"EuNOSEYB. SO[ORIq P.L.A. AT FDLL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N REVI ON BY DA _ APPR APPROVED: LINOSEY B. SOLORIO, P.L.A. SHEET OFr 34 34 0 co (D 0 N 1 Ln