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HomeMy WebLinkAboutzR-4315setLO TMM I O I W I— I— Q J n rr 0 0 _W I 0 W r% A TI I R A BENCHMARK (WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY MARK: MONUMENT ID No. 5281) 2 x 2 INCH LEAD SQUARE WITH A COPPER TACK SET IN THE TOP OF A CONCRETE MONUMENT, 12 CM BELOW GROUND SURFACE AND IN A CASE WITH OUT A LID AT THE INTERSECTION OF S 23rd ST. AND WILLIAMS AVENUE. ELEVATION = 230.738 LEGAL DESCRIPTION LOTS 19, PLAT No. 2 OF RENTON CO—OPERATIVE COAL COMPANY'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON; SITE DATA TAX PARCEL: 722200-0110 SITE ADDRESS: N/A SITE GROSS AREA: 22,085 SF SITE NET AREA*: 18,006 SF LAND IN STREETS: 5.5% (1,218 ST ROW DEDICATION/22,085 SF GROSS SITE AREA) PROPOSED USE: SINGLE FAMILY NUMBER OF LOTS: 3 LOT 1 SIZE: 5,850 SF LOT 2 SIZE: 6,040 SF LOT 3 SIZE: 5,940 SF EXISTING ZONING: R-8 MINIMUM NET DENSITY: 4 DWELLING UNITS/ACRE MAXIMUM NET DENSITY: 8 DWELLING UNITS/ACRE PROPOSED NET DENSITY*: 7.25 DWELLING UNITS/ACRE MINIMUM LOT SIZE: 5,000 SF (PERMITTED) AVERAGE LOT SIZE: 5,000 SF (PERMITTED) MINIMUM LOT WIDTH: 50' (60' CORNER) FRONT SETBACK: 20' SECONDARY FRONT SETBACK: 15' (CORNER LOTS) SIDE SETBACK: 5' REAR SETBACK: 25' MAXIMUM IMPERVIOUS COVERAGE: 65% MAXIMUM BUILDING COVERAGE: 50% WATER & SEWER PROVIDER: CITY OF RENTON SCHOOL DISTRICT: RENTON #403 FIRE DISTRICT: RENTON REGIONAL FIRE DISTRICT *TRACT A AND RIGHT—OF—WAY DEDICATION AREAS SUBTRACTED FROM GROSS AREA OWNER GERALD & MARCIA SCHNEIDER 6510 SOUTHCENTER BLVD #1 TUKWILA, WA 98188 CIVIL ENGINEER ESM CONSULTING ENGINEERS, L.L.C. 33400 8TH AVENUE S, SUITE 205 FEDERAL WAY, WA 98003 (253) 838-6113 CONTACT: BRANDON LOUCKS, PE SURVEYOR DALEY— MORROW— POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WA 98002 (253) 333-2200 GEOTECHNICAL ENGINEER DEVELOPMENT ENGINEERING, PLLC PO BOX 446 TACOMA, WA 98401 (253) 228-0513 SOPHIE JO SHORT PLAT ROAD, STORM, SEWER & WATER CONSTRUCTION PLANS prepared for SCHNEIDER HOMES, INC 6510 SOUTHICENTER BLVD, STE 100 TUKWILA, WA 98188 UTILITY PROVIDERS SEWER: CITY OF RENTON WATER: CITY OF RENTON POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: CENTURY LINK OR VERIZON FIRE; RENTON REGIONAL FIRE AUTHORITY SCHOOL: RENTON SCHOOL DISTRICT #403 NPDES W.A.R. # WAR306125 ENGINEERS LLC ®CONSULTING 33400 8thAvenue South ® IIISuite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 te'v www.esmcivil.com EVERM (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architectures� ESM JOB #41 1-004-023 14/2025N O . IG4Svithilelll (206) 248-2471 prepared by 33400 8TH AVE S, SUITE 205 FEDERAL WAY, WASHINGTON 98003 Phone: (253) 838-61 13 Alrl%Tr'. 1. SEE SHEET 2 FOR HEARING EXAMINER CONDITIONS OF APPROVAL. SURVEYED: DESIGNED: BML DRAWN: t►e 1 CHECKED: A P P R I APPROVED CONTRACTOR NOTE SHEET NO. 1 2 3 4 5 6 7 — 8 9 10 11 12 13 — 15 16 17 18 19 20 21 22 23 � J TH ST 405 ) n �ILL 515 PUGET 167 S 21 ST ST o 0 z J � Q SITE w `U w w � 27TH ST Q D FE OD (fin 0 SE SE 31 ST -,3a ST w Q 34TH ST VicinityMap NOT TO SCALE SHEET INDEX DRAWING NO. COV-01 NT-01 LG-01 EX-01 RW-01 GR-01 GR-02 — GR-03 FR-01 FR-02 PN-01 DT-01 DT-02 — DT-04 SS-01 SS-02 SS-03 CH-01 LA— 01 LA-02 IR-01 IR-02 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. SCALE: Y1 m ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATU M Planning/Building/Public Works Dept. DESCRIPTION COVER SHEET PLAT CONDITIONS LEGEND SHEET EXISTING CONDITIONS & DEMOLITION PLAN HORIZONTAL CONTROL / SITE PLAN GRADING & T.E.S.C. PLAN GRADING & T.E.S.C. DETAILS & NOTES S 21 ST ST FRONTAGE PLAN & PROFILE SMITHERS AVE S FRONTAGE PLAN & PROFILE VAULT PLAN ROAD CROSS SECTIONS & DETAILS DETAILS WATER & SANITARY SEWER PLAN SANITARY SEWER DETAILS & NOTES WATER DETAILS & NOTES CHANNELIZATION PLAN LANDSCAPE PLAN LANDSCAPE PLAN AND PLANTING DETAILS TEMPORARY IRRIGATION PLAN TEMPORARY IRRIGATION PLAN DETAILS R-431501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WATER UTILITY HHuynh 04/17/2025 JValdez 03/31/2025 ' FURFACE WATER UTILITY WASTEWATER UTILITY rah 04/25/2025 jstowell 03/31 /2025 ' DATE: SOPHIE JO SHORT PLAT 11/19/24 ROAD, STORM, SEWER & WATER PLANS FIELDHDOK: PAGE: COVER SHEET DRAWING N0: COV-01 UTILITY PERMIT # SHEET: 1 OF23 R n LO r CY) 6 Q w LEGEND ROADWAY ROADWAY CENTERLINE PROPERTY / LOT LINE RIGHT—OF—WAY BOUNDARY LINE EASEMENT LINE BUILDING SETBACK LINE ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER EXISTING ---------- PROPOSED — — — — — — ------------------------ — — — — a EXISTING WETLAND FLAG BIKE RACK DEBRIS PILE FIRE PIT BOLLARD HORSE SHOE PIT MAILBOX FEATURES POWER POLE W/DROP LINE & LIGHT POWER POLE W/DROP LINE, LIGHT & TRANSFORMER POWER POLE W/DROP LINE & TRANSFORMER POWER POLE W/LIGHT POWER POLE W/LIGHT & TRANSFORMER POWER POLE POWER POLE W/TRANSFORMER CONTOUR (MINOR) `K -- 812 -- w MILE POST MARKER 0 PAD MOUNTED TRANSFORMER CONTOUR (MAJOR) — — — 820— — — -- a2o -- $ SOIL LOG POWER VAULT/MANHOLE FOOTING DRAIN FLOWPATH ems«_ 21 -bbc _ET_ SIGN SIGNAL CONTROL BOX J SPOT ELEVATION X X$21 1__ 1 SEPTIC DISTRIBUTION BOX SIGNAL JUNCTION BOX TOP/TOE OF SLOPE -J--------1--------1 ___-j CONCRETE SIDEWALK Q SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE rr O CONCRETE BLOCK WALL SVO SEPTIC VENT 0--TRAFFIC SIGNAL POLE ROCKERY t C STORM PIPE INLET/OUTLET �- TRAFFIC SIGNAL POLE W/LIGHT U) BARRICADE o E E - - @ STORM DRAIN STUB MARKER POST 0 FIBER OPTIC MANHOLE O BOLLARDS • • • • ROOF DRAIN FIBER OPTIC STUB MARKER POST MAILBOX a W ❑ CATCH BASIN T& TELEPHONE GUY ANCHOR DOWNSPOUTS o o CABLE TV MARKER POST T-4 TELEPHONE ANCHOR POLE 0- STORM DRAINAGE O CATCH BASIN TYPE 1 W/GRATE IN ❑p 0 CABLE TV RISER TELEPHONE JUNCTION BOX (UG) U7 CATCH BASIN TYPE 1 W/SOLID LID 0 ❑s [ SATELLITE DISH TELEPHONE MANHOLE CATCH BASIN TYPE 2 W/GRATE ® ® LUMINAIRE W/ARM TELEPHONE STUB MARKER POST CATCH BASIN TYPE 2 W/SOLID LID OO OO OO OO LUMINAIRE TELEPHONE POLE STORM DRAIN MANHOLE OO BEEHIVE MANHOLE ® ® LANDSCAPE LIGHT TELEPHONE RISER YARD DRAIN (ROUND LID) ® ® YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION YARD DRAIN ® ® 0 GAS STUB MARKER POST HOSE BIB STORM DRAIN CLEAN —OUT O oco O GAS VALVE FIRI IRRIGATION CONTROL VALVE STORM DRAIN PIPE D cc0 OIL FILLER CAP © WATER MANHOLE ROOF DRAIN P& GUY ANCHOR e WATER STUB MARKER POST SD SERVICE 6" CPEP WITH 866.0 INVERT @ END OF PIPE P ' GUY POLE Mw® MONITORING WELL PiV POWER GRATE O POST INDICATOR VALVE SANITARY SEWER SANITARY SEWER MANHOLE SO ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD SANITARY SEWER CLEANOUT O ocos O 0 ELECTRICAL STUB MARKER POST WATER VAULT SANITARY SEWER GRAVITY S ELECTRICAL METER WATER WELL SANITARY SEWER FORCE MAIN c — GAS rr GUARD RAIL —OIL— OIL FENCE, BOARD SANITARY SEWER CAP E P POWER (BURIED) >< FENCE, BARB —WIRE SANITARY SEWER PIPE — P - POWER (AERIAL) FENCE, CHAIN —LINK SANITARY SEWER FORCE MAIN Fo FIBER OPTICS— FENCE, ELECTRIC - T TELEPHONE (BURIED) <>— FENCE HOG WIRE 6" DIA DOUBLE SANITARY SIDE SEWER — — T — — TELEPHONE (AERIAL) — FENCE, SPLIT RAIL o TV CABLE (BURIED) X FENCE, WIRE 6" DIA SINGLE SANITARY SIDE SEWER — — c — TV CABLE (AERIAL) O — FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE RAILROAD TRACKS FIRE HYDRANT (3 PORT) } — GATE VALVE 1a I I WETLAND WITH BUFFER _ STREAM WITH BUFFER BUTTERFLY VALVE ►L ►L v / — J CONCRETE BLOCKING '7 0 EXISTING PROPOSED T.E.S.C.P. SURVEY WATER CAP r-1 n DOMESTIC / IRRIGATION METER CLEARING LIMITS ® PROPOSED MONUMENT IN CASE FFI TRAC STRAIGHT/RIGHT TURN ARROW BLOWOFF ASSEMBLY T t x X FILTER FABRIC FENCE FOUND MONUMENT IN CASE STRAIGHT/RIGHT TURN ARROW AIR —VAC ASSEMBLY 1f If ^-^U^_^- CUTOFF SWALE OaM PROPOSED MONUMENT (AS DEFINED) LEFT/RIGHT TURN ARROW REDUCER • • 00 INTERCEPTOR DITCH OO oM FOUND MONUMENT (AS DEFINED) �*M�� STRAIGHT/LEFT/RIGHT TURN ARROW `y" �♦M�� `�" Z. LEFT TURN ARROW DETECTOR CHECK VALVE - —❑— — — 0— — N.G.P.E. FENCE RIGHT TURN ARROW CROSS � BE ROCK CHECK DAM DELTA STRAIGHT ARROW t TEE ipi OO SEDIMENT FILTER (R) RADIAL BEARING < > HANDICAP PARKING �I 90° BEND4-t +P ® STRAW BALE (NR) NON —RADIAL BEARING BIKE LANE coocoo WATER PIPE t w GRAVEL CONE L ARC LENGTH TRAFFIC SIGN INFORMATION SIGN T T RIP RAP PAD STREET LIGHT $ $ CONSTRUCTION ENTRANCE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ®CONSULTING 34 0 8th Avenue South ENGINEERS L L C Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-8113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #41 1-004-023 50085 4/2015 N0. REVISION SURVEYED: DESIGNED: 8ML DRAWN: CJR CHECKED: BY DATE APPR APPROVED: SCALE: 1 fP9 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M ABBREVIATIONS AVE AVENUE ID INSIDE DIAMETER AC ASBESTOS CEMENT PIPE IE INVERT ELEVATION ADJ ADJACENT IN INCHES ALUM ALUMINUM L LENGTH ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LB POUNDS AP ANGLE POINT LF LINEAL FEET ASPH ASPHALT MAX MAXIMUM ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS MFR MANUFACTURER ASSY ASSEMBLY MH MANHOLE BF BLIND FLANGE MIN MINIMUM BLDG BUILDING MJ MECHANICAL JOINT BILK BLOCK MISC MISCELLANEOUS BO BLOW OFF N NORTH BOW/BW BOTTOM OF WALL NO NUMBER BVC BEGIN VERTICAL CURVE NTS NOT TO SCALE BW BACK OF WALK OC ON CENTER CTR CENTER OD OUTSIDE DIAMETER CB CATCH BASIN OHW ORDINARY HIGH WATER CI CAST IRON PI POINT OF INTERSECTION CL/� CENTERLINE PP POWER POLE CLR CLEAR PVI POINT OF VERTICAL INTERSECTION CMP CORRUGATED METAL PIPE PE POLYETHYLENE CO CLEANOUT PERF PERFORATED CONIC CONCRETE PVC POLYVINYL CHLORIDE C CONDUIT PVMT PAVEMENT CONN CONNECTION PVT POINT OF VERTICAL TANGENCY CONTR CONTRACTOR PC POINT OF CURVATURE CONT CONTINUED PT POINT OF TANGENCY COR CITY OF RENTON QTY QUANTITY CY CUBIC YARDS RET RETAINING CL CLASS RR RAILROAD CF CUBIC FEET R RADIUS CFS CUBIC FEET PER SECOND RED REDUCER DC DEGREE OF CURVATURE REINF REINFORCED DI DUCTILE IRON REQ REQUIRED DIA/0 DIAMETER R/W RIGHT OF WAY DOT DEPARTMENT OF TRANSPORTATION S SOUTH DIM DIMENSION SCH SCHEDULE DWGS DRAWINGS SD STORM DRAIN D DRAIN SF SQUARE FEET EOP EDGE OF PAVEMENT SHT SHEET E EAST SPECS SPECIFICATIONS ELEV ELEVATION SQ SQUARE EL ELEVATION SS SANITARY SEWER ELEC ELECTRICAL STA STATION EVC END VERTICAL CURVE STD STANDARD EXIST EXISTING TC TOP OF CURB FDC FIRE DEPARTMENT CONNECTION TEL TELEPHONE FIG FINISH GRADE THRD THREADED FIG FIGURE THRU THROUGH FIN FINISHED TOW/TW TOP OF WALL FL/FL FLOWLINE TYP TYPICAL FL FLANGE VERT VERTICAL FT FEET W WEST FM FORCE MAIN W/ WITH GA GAUGE W/0 WITHOUT GALV GALVANIZED WSS WATER SAMPLING STATION GI GALVANIZED IRON R-431503 GV GATE VALVE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING � EOc ILL HHuynh 04/17/2025 %,. CITY OF RENTON Planning/Building/Public Works Dept. SOPHIE JO SHORT PLAT LEGEND SHEET UTILITY PERMIT # DATE: 11/19/24 PAGE DRAWING NO: LG-01 SHEET: OF: 3 23 PROTECT IN PLACE EX CATHODIC TEST STATION TMM co I O I 11CM 7 SSM %08 W RIM = 210.2 IE = 199.02 S,EIE = 198.92 N24.9LF 8" PVC Cs� 2.53% o0 o o L=192.62' �=22 04 22 SSMH RIM = 209.50 IE = 199.75 S J IE = 199.65 N S n FOUND CASED MONUMENT 2" PIPE WITH NAIL SET IN CONCRETE DOWN 0.3' POWER VAULT P O rr= ` V vJ O APPROXIMATE LOCATION OF EXISTING 6" SIDE SEWER. W (REC DWG S-039903) INSTALLED 1985-17 n 7222000141 2109 SMITHERS AVE S 7222000142 2115 SMITHERS AVE S N O L 7222000145 2201 SMITHERS AVE S H 100 co SS w w L=264.71 , R=500.00 0=30°20'03" 0 0 0 0 s A=8°15'41 S L=72.09' A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM PROTECT IN PLACE EX F-.) CATHODIC TEST STATION rA�-EjJ r r11 I R E� -RV J IR P,/\Rr< w w w w FOUND CASED MONUMENT 107 w 2" PIPE WITH NAIL +210.959 SET IN CONCRETE SVFPK3NMH S 21 ST ST RIM = 211.08 IDOWN 1.0' (NEIGHBORHOOD COLLECTOR ARTERIAL) IIE _ 199.98 W of S SVFMIC s s N 87°54'16's W 343.81' 1004 S s 9 SSMH w w REMOVE EX 12"0 STORM PIPE s s S- 26.81-F 12" CMP © 6.75% 14 DBH CW c c � CW TAG # 1 1 "------�-----------------� ------ c ---P --- 19" DBH--- -___ 9" DBH IE = 205.27 `L TAG 12 c P---------- TAG # -- . - -.... ------------- ----� . C F 233.22' N 87°54' 1 6" W - --JIL - a L=41.02, R=460.00 CW `L �1011 0=5°06'35" 18" DBH 1 AW � O1a7113]995 CW TAG #10 17 21 11.�4�BH 1029 IV11 18 TAG #20 211.182 CW 6 8" DBH 1 1 5 CW 12 10 DBH 009 TAG #2 14 2 5 ' CW CW 0 7 1 CW TAG #27 15.228 19 DBH 14„ DBH 1 12" DBH CW _ 013 TAG #6 TAG #11 1 TAG #23 11" DBH BH a `n 008 217.446 CW 00 Ln 15.160 012 6,18 1015 23" DBH CT 15, 18, 28 539 W 15.131 TAG # 15 CW 9" DBH 10" DBH CW 1014FAG #7 TAG # 14 _ 18" DBH 214.986 CW TAG #1 23" DBH L CW TAG # 1 6 V) IE = 209.68 DBH TAG # 6 WIN o v) 1n M 1 CB -TYPE I g 0.8E M = 211.11 DCB = 209.66 N 1n 2213.730 SS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) I i -SSMH RIM = 210.91 IE = 201.52 S, E IE = 201.62 N 7222000106 2114 SMITHERS AVE S 23 72 TAG # 19 TAG #28 W CW 8" DBH �9 - � TAG #30 6 - CW a 11" DBH TAG #31 i -r S 88°31 '38" E 289.71 ' 4' WIRE FENCE LEANING AND RRnl<FN - LEGEND POWER POLE POWER POLE WITH DROP POWER POLE WITH DROP AND TRANSFORMER POWER POLE WITH TRANSFORMER FOUND CASED MONUMENT STORM CATCH BASIN STORM DRAIN MANHOLE Op SANITARY SEWER CLEANOUT OCOS SANITARY SEWER MANHOLE OS TELEPHONE RISER BOX ❑ WATER FIRE HYDRANT WATER METER ER WATER VALVE D/ TELEPHONE MANHOLE TELEPHONE VAULT 0 COTTONWOOD TREE CW EXISTING TREE TO BE REMOVED 7222000105 WOOD FENCE -' 2120 SMITHERS AVE S CHAINLINK FENCE EDGE ASPHALT EDGE CONCRETE - - EDGE GRAVEL ----------- OVERHEAD POWER P - - P - UNDERGROUND POWER P SANITARY SEWER LINE S STORM DRAINAGE LINE D UNDERGROUND TELEPHONE LINE T WATER LINE w PAVEMENT CENTERLINE 7222000103 2126 SMITHERS IJ AVE S w CB - TYPE II RIM = 209.76 IE = 203.51 E IE = 203.46 SW S w 5 �O/ 6 SDCB - 32 - FIND t/" REBAR W/CAP "DMP INC PLS 22952" 1050 g ' FNBD.99 4' WOOD FENCE 6' WOOD FENCE �i Cn II i EX CONCRETE = RETAINING WALL (TYP) z l S 1 °30'33" W 75.40' z ®..�8 B. 9888200010 m z 6 2101 BURNETT PL S m r 7 15 SVFRC WOOD FENCE 9888200020 2107 BURNETT PL S 106 w w w +207.796 FOUND CASED MONUMENT WITH BRASS CAP SET IN 4" X 4" CONCRETE DOWN 0.3' SSMH RIM = 209.29 IE = 201.64 E E = 201.54 W 10 - S S t�lC PL r\ r OF /r r rE R-E) FAG KEY NOTES U PROTECT IN PLACE EX GAS LINE O REMOVE EX 12" 0 STORM PIPE ABANDON APPROXIMATELY 108 LF OF O EX WATER MAIN. INSTALL PIPE CAPS (MJ) AT PIPE ENDS (BY CITY FORCES) O REMOVE 3 LF OF 12" 0 CULVERT O5 PROTECT IN PLACE EX CATCH BASIN O6 PROTECT IN PLACE EX FENCE O7 PROTECT IN PLACE EX WALL PROTECT IN PLACE EX UNDERGROUND OPOWER AND COMMUNICATION LINES (TYP). COORDINATE RELOCATION WITH UTILITY PURVEYOR IF NECESSARY. EXISTING KING COUNTY METRO (KCM) SIGN TO BE REMOVED. CONTRACTOR TO CONTACT KCM SYSTEM IMPACTS OFFICE O [206-472-1140, coord.construction©ki(acounty.gov] INITIALLY. KCM WILL COORDINATE THE STOP'S CLOSURE AND SITE A TEMPORARY STOP DURING CONSTRUCTION. 1n w z m s 1 S M H� SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' 103 -----0209.723 SVFMIC BENCHMARK (WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY MARK: MONUMENT ID No. 5281) 2 x 2 INCH LEAD SQUARE WITH A COPPER TACK SET IN THE TOP OF A CONCRETE MONUMENT, 12 CM BELOW GROUND SURFACE AND IN A CASE WITH OUT A LID AT THE INTERSECTION OF S 23rd ST. AND WILLIAMS AVENUE. ELEVATION = 230.738 DATUM: NAVD 88 R-431504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r- HHuynh 04/17/2025 ' ®CONSULTING ENGINEERS L L C 33400 8th Avenue South I ®I I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERE7 (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture �P�F W H/N�,T Q `' 0 .� 5008 0 �C/ ER�4 SS NAL EN 2/14/2025 SURVEYED: SCALE: �- ' =20 HORIZONTAL: NAD ID 198 1991 DATUM % ,. CITY OF RENTON Planning/Building/Public Works Dept. SO P H I E J O SHORT PLAT EXISTING CONDITION S &DEMOLITION PLAN UTILITY PERMIT # DATE: 1 / / 24 DESIGNED: BML FIELDBOOK: PAGE: DRAWN: CJR ONE INCH DRAWING N0: 1 EX-01 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ESM JOB #41 1-004-023 NO. REVISION BY DATE APPR APPROVED: SHEET: 4 OF:23 J n rr O ��2 VJ O w 2 n O A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM I rr\ I SJ r rJJ I _R L 1S_RV J 1_R Pr\_Rf< W .20- - w W — — 208 _ W W W CATCH BASIN INSET PER (NEIGHBORHOOD ST ST �� tog W COLLECTOR ARTERIALS % rnQ cTn PI or\i �1 � �n nr.l � -�_/J ............ .,`���J., .... ..'.... .... .'..'r.,..... ....... ......... I' ............. ........................... ... ......................,.. ..a................G...............�.... ................. . -�..........Y.0 mi 209J\ —� ...F. 1 t. .... —210 .I: --� / P ,...... ........... �----- �\, — , II _ EXISTING CONCRETE 0 - � _ RETAINING WALL TO .----------------,� --- - --- ----,-®- — — — — — — REMAIN. TO BE FILLED ,..... �— -------- IN ON WEST SIDE. INSTALL TEMPORARY I-------------------------� 12" 0 CULVERT UNDER \�0 —� CONSTRUCTION a I 20� i ENTRANCE SEE COR 00 9888200010 .:...... 00�� OoO�( OoO� OoO� Oo�O �oQO OoO� ; I Q I / ' Zog �- 2101 BURNETT PL S STD PLAN 215.10 ON , .... �o 00�0 0 �o 000� Do 000� 000� Do�j��( \ �- O SHEET GR-03 a o0 O�o0a0 �O�O�o0�00o0a0�o0�0� Oa 0 C 2 I 7222000141 2109 SMITHERS AVE S 0a 00 0 �o0oO �D0°o0O�oOoo00o��0o0o000o�0o0o°00O�O000�00���0o0 °0��C U 00O 0oo oPAD=211.7 �oO 0a0 woo / I PADO=211.7 I I 0 ) f— I J CONSTRUCTION ENTRANCE I PAD=211.5 PER COR STD PLAN 215.10 '� ON SHEET GR-03 - ................ - 7V11- 7 0■ ............... W ::::^ `L / 9888200020 1 I SILT FENCE PER COR 2107 BURNETT PL S ( EXISTING CONCRETE I :.... 212 f �� �....v....... STD PLAN 214.00 ON \ c�..... RETAINING WALL TO �, —� SHEET GR-03 TYP Q:::: I REMAIN. �- -� 2� ( ) I 3_ \ % �� X -P r� r 0 _ 2-ET r E R-=) Fir 1 <........ T..::::w \ N N +. 7222000106 �214 I 1 N �� ?7g, 7222000105 l� N 2114 SMITHERS �.... AVE S-ti 2120 SMITHERS AVE S 1 f -`- F_ 7 I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) CONSTRUCTION SEQUENCE NOTE: REFER TO WET SEASON PROVISIONS ON SHEET GR-02 FOR ADDITIONAL EROSION CONTROL MEASURES THAT ARE REQUIRED FOR WET WEATHER CONSTRUCTION (BETWEEN OCTOBER 1 AND APRIL 30). 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY OF RENTON. 2. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES AS SHOWN. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. GRADE AND STABILIZE CONSTRUCTION ROADS. 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN ANTICIPATION OD SCHEDULED CONSTRUCTION ACTIVITY (E.G., CONCRETE -RELATED PH MEASURES FOR UTILITY, VAULT OR ROADWAY CONSTRUCTION.) 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. F4 OF syiNcJ ®CONSULTING ENGINEERS L L C ��P` ii 33400 81h Avenue South Suite 205 Federal Way, WA 98003 www.esmcivil.com FEDERAL WAY (253) 838-6113 FVERETT (425) 297-9900 Civil Engineering Land Surveying Public Works I Project Management Land Planning I Landscape Architecture .pL. 50 5 ESM JOB #41 1-004-023 ONAL NO. 02/14/2025 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. INSTALL STORM DRAINAGE SYSTEM WITH TEMPORARY CATCH BASIN PROTECTION. 15. EXCAVATE AND CONSTRUCT STORMWATER VAULT. 16. INSTALL ALL OTHER UTILITIES, CURB, GUTTER, SIDEWALK AND PAVING. 17. CLEAN DETENTION SYSTEM AS NECESSARY. 18. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND SEDIMENT CONTROL BMPS REMOVED IF APPROPRIATE. 19. COR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES/BMPS IN ORDER TO PREVENT OR LIMIT RUNOFF OFFSITE. REVISION SURVEYED: DESIGNED: WL DRAWN: CJR CHECKED BY I DATE I APPR I APPROVED: SCALE: 1 "=409 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM z m CITY OF RENTON Planning/Building/Public Works Dept. n SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 1' APPROXIMATE EARTHWORK QUANTITIES STRIPPING (ASSUMED 12") 1185 CY CUT 0 CY FILL 3,815 CY NET 3,815 CY FILL FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" YARDAGE'S WITHOUT ALLOWANCE FOR SHRINK OR SWELL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALCULATE ALL YARDAGE'S FOR BID PURPOSES. R-431506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING � HHuynh 04/17/2025 SOPHIE JO SHORT PLAT GRADING & T.E.S.C. PLAN UTILITY PERMIT # DATE: 11/19/24 PAGE DRAWING NO: GR-01 SHEET: 6 OF:23 LO TMM (') I 0 I W EROSION / SEDIMENTATION CONTROL NOTES OccuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL iESCI 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 CR OWNER, HERBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NUR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE A#Y CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE•CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, T.HE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2- THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASH INGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF LT 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 FLAN SET SHALL INCLUDE AN ESC CON57RUC71ON SEQUENCE DETAiLI NG THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TC POST -PROJECT CLEANUP CN ORDER TO FULFILL PROUECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS DF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLANLE S) SHALL BE CARLY 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 CON MuCTION. OWRimG THE CONSTRUCTION PERIOD_ NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL RE MAINTAINED BY THE APPLICANTIE9C SUPERVISOR FOR THE DURATION OF CON$TRWTIQN. 5. STAgILIZEP CQN$TRUCTIQN ENTRANCES SHALL BE INSTALLED AT THE 9EGINNING OF CONSTRUCTION ANp MAINTArNED FOR THE DURRTIQN OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE 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 PROOECT. 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 OFFSITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCK$ ONTO THE i<iROUND, OR TO STORM DRAIN$ OR QP[=N DITCHES. QN-SITE DUMPING OF EXCE$$ CONCRETE SHALL ONLY QCQUR IN DE$I{:iNATED JCRETE WASHOL'T AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANDlOR CONSTRUCTION TO PREVENT TRANSPOR7ATIC" OF SEDIMENT 70 SURFACE WATER, ORAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANDlOR 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 Ot+FSITE EROSION DOES NOT EXIST- THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. S. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL 70 POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THES 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 ISE 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 CONINTFONS THAT MAY 9E CREATED BY 7HE ACTIVITIES AND TO PROV105 ADDITIONAL ESC BMPS, OVER AND ARCVE MINIMUM REQUIREMENTS, AS MAYBE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER DUALITY 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 $TQRMWA7F.R FAQILITIE$. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF 570RMWA7ER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL, 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS. THAT WILL NOT SE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30THI OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SFPTFMI3FR 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 18T AND APRIL 34ITH, UNLESS OTHERWISE APPROVED BY THE CITY_ 14. ANY AREA NEEDING ADDITIONAL ESQ MEASURE$, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRE$$EO WITHIN SEVEN (7) DAYS. 15. THE ESC SAP$ ON INACTIVE SITE$ SHALL BE INSPECTED AHV MAINTAINE0 AT A MINIMUM OF 044CE A MONTH OR WITHIN Zd HOUR$ 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 STANOAiRD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500FEET OF A DISTURBED OR CON8TRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP- ALL CATCH BASIN INSERTS SHALL BE PERIODFCALLY INSPECTED AHD REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2i3 OF THE CAPACITY OF THE CATCH RA51N SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING, THE GLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER I1470 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 TMAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLANS) CONTAIN INS, EXISTING STORMWATER FACI LITIES OR ONSRTE BMPS (AMENDED SOILS, BICRETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TC AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION, 20. PRIOR TO THE BEGINNING OF THE WET SEASON (QCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED 70 IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. 0137URSED 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 RE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACC4=PTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SE0IMEN1r-LA0EN wATEd3 FROM LEAVING THP_ 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 DISTURBEV AREAS OF THE PROJECT $ITE $HALL 9{ VEGETATE Q OR OTHERWISe PERMANEENTL_Y $TA$iLIZED, ATA MINIMUM, DISTURBED AREAS $H,aLL BE 5001DEV 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 N07 BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RI GHTS-OF•wAY SHALL BE CONSTRUCTED IN ACCORDANCE %KITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD FLIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BU1LDrNG CODE. UNLESS OTHF FLW13F NC TP. DRAWINR IS Nor 70 $[AR (NTrl $7D, PLAN - 268.00 Aolftk PUBLIC WORKS EROSION AND SEDIMENT CONTROL RPR ° URI DEPARTMENT GAZ 9/28J2118 J STANDARD PLAN NOTES rmwales naR.,,�a ELATE STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. 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 RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ®CONSULTING 33400 81hAvenue South ENGINEERS LLC Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERE7 (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #41 1-004-023 WET SEASON PROVISIONS NOTE: THE PROJECT EARTHWORK IS LIMITED TO SEASONALLY DRIER PERIODS (TYPICALLY APRIL 1 TO OCTOBER 31) IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATION MADE BY ASSOCIATED EARTH SCIENCES, INC, (DATED JANUARY 18, 2017). NOTE: THE FOLLOWING MEASURES ARE REQUIRED FOR CONSTRUCTION DURING THE WET SEASON (OCTOBER 1 - APRIL 30) IN ADDITION TO THE STANDARD TESC MEASURES. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.3.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.3.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL (SECTION D.3.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR THE SURFACE WATERS (SECTION D.5.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION D.5.4). CONDITIONS FOR WET SEASON CONSTRUCTION ANY CONSTRUCTION THAT WILL RESULT IN DISTURBED AREAS ON OR WITHIN A CRITICAL AREA OR ASSOCIATED BUFFER, SHALL BE SUBJECT TO THE "CRITICAL AREA RESTRICTIONS" CONTAINED IN THE ESC STANDARDS. THESE PROVISIONS INCLUDE PHASING THE PROJECT WHENEVER POSSIBLE SO THAT CONSTRUCTION IN THESE AREAS IS LIMITED TO THE DRY SEASON. 2. DURING CONSTRUCTION, ESC PLANS SHALL BE REVISED AS NECESSARY BY THE ESC SUPERVISOR OR AS DIRECTED BY THE CITY TO ADDRESS CHANGING SITE CONDITIONS, UNEXPECTED STORM EVENTS, OR NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA IN SECTION D.4.1 (P. D-69). IF NON-COMPLIANCE WITH THE ESC PERFORMANCE CRITERIA OCCURS, THE PLAN MUST BE UPDATED WITHIN 48 HOURS (FAILURE TO DO SO COULD RESULT IN A "STOP WORK" ORDER AS DETERMINED BY THE CITY INSPECTOR) OF INSPECTIONS OR INVESTIGATIONS. IMPLEMENTATION OF THE ONSITE CHANGES MUST OCCUR WITHIN 5 DAYS. A , G�7��1lSiLl� IN THE MAINTENANCE REQUIREMENTS FOR EACH BMP AND IN THIS SECTION. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY DURING THE WET SEASON, AND WITHIN :45 AI 24 HOURS OF SIGNIFICANT STORMS. IN GENERAL, A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. SURVEYED: DESIGNED: BML DRAWN: CJR QFC� 0 ERGO \� CHECKED: ' NAL 2/14/2 2�10. REVISION BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY MULCH STANDARDS AND GUIDELINES MULCH QUALITY APPLICATION MATERIAL STANDARDS RATES REMARKS STRAW AIR-DRIED; FREE FROM 2"-3" THICK; 2-3 COST-EFFECTIVE PROTECTION WHEN APPLIED UNDESIRABLE SEED BALES PER 1000 SF OR WITH ADEQUATE THICKNESS. HAND -APPLICATION AND COARSE MATERIAL 2-3 TONS PER ACRE GENERALLY REQUIRES GREATER THICKNESS THAN BLOWN STRAW. STRAW SHOULD BE CRIMPED TO AVOID WIND BLOW. THE THICKNESS OF STRAW MAY BE REDUCED BY HALF WHEN USED IN CONJUNCTION WITH SEEDING. WOOD FIBER NO GROWTH INHIBITING APPROX. 25-30 LBS SHALL BE APPLIED WITH HYDROMULCHER. SHALL CELLULOSE FACTORS PER 1000 SF OR NOT BE USED WITHOUT SEED AND TACKIFIER 1000-1500 LBS PER UNLESS THE APPLICATION RATE IS AT LEAST ACRE DOUBLED. SOME WOOD FIBER WITH VERY LONG FIBERS CAN BE EFFECTIVE AT LOWER APPLICATION RATES AND WITHOUT SEED OR TACKIFIER. COMPOST NO VISIBLE WATER OR 2" THICK MIN.; MORE EFFECTIVE CONTROL CAN BE OBTAINED BY DUST DURING APPROX. 100 TONS INCREASING THICKNESS TO 3". EXCELLENT HANDLING. MUST BE PER ACRE (APPROX. MULCH FOR PROTECTING FINAL GRADES UNTIL PURCHASED FROM 800 LBS PER YARD) LANDSCAPING BECAUSE IT CAN BE DIRECTLY SUPPLIER WITH SOLID SEEDED OR TILLED INTO SOIL AS AN WASTE HANDLING AMENDMENT. SOURCES FOR COMPOST ARE PERMIT. AVAILABLE FROM THE KING COUNTY COMMISSION FOR MARKETING RECYCLABLE MATERIALS AT (206) 296-4439. CHIPPED SITE AVERAGE SIZE SHALL 2" MINIMUM THIS IS A COST-EFFECTIVE WAY TO DISPOSE OF VEGETATION BE SEVERAL INCHES. THICKNESS DEBRIS FROM CLEARING AND GRUBBING, AND IT ELIMINATES THE PROBLEMS ASSOCIATED WITH BURNING. GENERALLY, IT SHOULD NOT BE USED ON SLOPES ABOVE APPROX. 10% BECAUSE OF ITS TENDENCY TO BE TRANSPORTED BY RUNOFF. IT IS NOT RECOMMENDED WITHIN 200 FEET OF SURFACE WATERS. IF SEEDING IS EXPECTED SHORTLY AFTER MULCH, THE DECOMPOSITION OF THE CHIPPED VEGETATION MAY TIE UP NUTRIENTS IMPORTANT TO GRASS ESTABLISHMENT. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CTY OF RENTON Planning/Building/Public Works Dept. R-431507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 SOPHIE JO SHORT PLAT GRADING & T.E.S.C. DETAILS & NOTES UTILITY PERMIT # DATE: 11/19/24 PAGE: GR-02 SHEET: OF:23 Q J Li 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 — _44 --I�----=---------I�-- 13' MAX. I I 12" MIN P115T 5PACING MAY BE INCREASED 4'n.4' MIN. TRENCH J 70 V IF WIRE BACKING 15 USEDI D I I__J BACKFILL TRENCH WITH NATIVE SOIL IJ OR W4' TO 1-112' WASHED GRAVEL 2"x4' WOOD POSTS. STEEL PENCE POSTS, OR EQUIVALENT (TYP.) NOTES: L CONDITIONSOFUSE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL 01STURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW -ANY CCNCENTRA I EU 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. AOS {ASTM D4751 } 30-1W SIEVE SIZE ISmm) FOR SILT FILM 50-100 SIEVE SLZE (P.30.4,15mm) FOR OTHER FABRICS WATER PERMITTIVITY(ASTM D4491) 0.132 SEC71MINEMUM GRAB TENSILE STRENGTH (ASTM D"32) 1BD LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4s32) 30%MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D43551 70% MIN. 2.2- STANDARD STRENGTH FABRIC REOUIRES 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 ENSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4- IF A TYPICAL SILT FENCE 18 USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE ROTtOM 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 IMP-ORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELI ATIDN OF FLOWS PARALLEL 707HE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS G INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. C SWILL BE REPLACED. UNLESS OTNERW15E NOTED, DRAWING 15 NOT To SCALP 1N7 S: A60+ STD. PLAN - 214.0UR0 PUBLIC WORKS SILT FENCE PR 9/29l2018 Nugv DEPARTMENT GAZ rook WariaEmmiwi PATE 12' M!N. LEVEL BOTTOM I2'MIN.� -� SWALE SPACING DEPENDS ON SLOPE GRADIENT 2 2 MAx. MAX. 1r/ NOTES: 1, CONDITIONS OF USE 1.1. REOUIREDAT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H' 1 V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1,1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 2OH:I V (OR LESS) 3-5% 390 FEET (10 TO 24)H:1V 5-M 2W FEET (A TO tO)H:1 V ID-25% 100 FEET 12 TO CH 1V 25-5D% 59 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPE$ STEEPER THAN 2HAV WITH MQRE THAN 10 FEET DF VERTICAL RELIEF, BENCHES MAY 136 QQN$TRUCTED OR CLO$€R SPACED INTERCEPTOR SWALES MAYBE 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 ANDIOR FREQUENCY OF THE SWALES SWILL BE INCREASED. UNLESS OTHERWISE NOTE), DRAWING 7S NOT TO SCALE (NTSI • STD. PLAN - t1i.1D w PUBLIC WORKS INTERCEPTOR SWALE PPR D 9/28/2018 1 DEPARTMENT GAZ Nulliv ruder worn DATE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) R a 2T MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4%9'QUARRY SPALLS 12' MIN. THICKNESS I- 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 $5, MIN. PROVIDE FULL WIDTH OF INGRESSIEGRESS AREA NOTES: 1. CONDRIONOFUSE 1 CON5TRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITH IN 1,000 FEET OF THE SITE. 2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGT'HIWIDTH TO PROVIDE VEHICLE ACC ESSIPARKENG. BASED ON LOT SIZEICONFIGURATION. 2 DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEX71LE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GE07E%TILE $HALL 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) 4M LBS_ MIN_ ADS (ASTM D4751) 26-45 (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 COMSINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL tS NOT RECOMMENDED FOR ENTRANCE STA131UZATION 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 70 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 CONSTRUCTEO. THE SEDIMENT WOULD THEN BE WASmrb INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCmAAGED APPROPRIATELY. WASH WATER MUST 9D 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 5HALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE($), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, ORAwING IS NOT TO SCALE (NTSI STD. PLAN - Z15.1D w} PUBLIC WORKS APPRpyED: 2- DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I F.-1. I, ae(. DAYE F-C ROCK f ME wom =-- SECTION A L L • THE DISTANCE SUCH THAT POINTS B 1A" MIN- A AND B ARE OF EQUAL ELEVATION t , BOTTOM OF DITCH SECTION B NOTES: 1. CONDTONS 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 O INCHES SHALL BE REMOVED SO THAT THE CHARNEL 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 NOTE). DRAWING 15 NOT TO SCALE (NTSI STD. PLAN - �17.40 w • PUBLIC WORKS DITCH CHECK DAMS PPR D- 9/28/2018 1 DEPARTMENT GAZ NUIVruolk won. Odmiilxriior DATE ®CONSULTING 33400 8thAvenue South ENGINEERS LLC CO Suite 205 I® I I I m Federal Way, WA 98003 FEDERAL WAY (253) 838-8113 www.esmcivil.com EVERETT (425) 297-9900 -Q Civil Engineering Land Surveying Land Planning �Q ,p 51 Public Works I Project Management I Landscape Architecture , &/ SS, ESM JOB #41 1-004-023 ^ `'4 L�/14/2045 N0. REVISION 5' MAX. DRAINAGE GRATE TRIM GRATE FRAME _ OVERFLOW BYPASS 1 BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWNI RETRIEVAL SYSTEM (TYP.) 1J II i. I OVERFLOW BYPASS (TYP-) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTEC13ON SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS ❑OWNSLOPE AND WITHIN 500 FEET QF A DISTURBED OR CONSTRUCTION AREA, 1JNI_E55 THE RUN-OFF THAT ENTER$ 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 (BIGDI FOR THE STORMWATER STRUCTURE IT WILL SERVICE S. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLGW RELIEF SYSTEM (OVERFLOW BYPASS). B. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL T, PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION "1,3(15) 6, 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. UXLE5S VINERWISE NOTED, DRAWING 15 "Ot TO SCALE (NTSI STD. PLAN - 216.30 w PUBLIC WORKS APP18E°, DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 N*Wr.Rr w.Is mmmxour RATE BY I DATE SURVEYED: SCALE: DESIGNED: 8ML DRAWN: CJ CHECKED AP P R I APPROVED \'IP] ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1 C TY OF RENTON Planning/Building/Public Works Dept. R-431508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E PMENT ENGINEERING `nh 04/17/2025 SOPHIE JO SHORT PLAT GRADING & T.E.S.C. DETAILS & NOTES UTILITY PERMIT # DATE: 11/19/24 PAGE DRAWING NO: GR-03 SHEET: OF:23 Q ^J n O ��_ VJ O W I n O 00 Q J Li A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM TAL I I F—) r ErEr r PARK ILJ 00 (n I STA=102+06.53, 23.00' RT (CENER) J rA CB #6, TYPE 1 (PRIVATE) 16' WIDE DRIVEWAY \� LU 147 LF, 12" 0 SD ENTERANCE PER COR STD PLAN W/ THRU CURB INLET Q @ S=0.50% (PRIVATE) DT-01 W/TRASH GAURD PLUS 104.4 ON SHEET DT-03 SAWCUT LINE (TYP) (nSTA 101 +87.38, 25.01' RT / _ — _ =t o I II _— J CB #2, TYPE 1 I I N f W/ SOLID LOCKING LID 194 LF, 12"0 SD CB #1, TYPE 2-48"0 _ I I STA 201+40.46, 25.32' LT @ S=1.00% I I I W/ SOLID LOCKING LID S 21 ST ST 210— —� I i SEE FORSHEET DT-02 I I I STA 102+19.56, 16.00' RT Z (n I CB #5, TYPE 1 (PRIVATE) STA 100+39.15, 22.22' RT CURB DETAIL I I -� 101 +00 1 102+00 I I 87 LF, 12 SD 103+00 � °_ °° o-e--e— a �0 100 p0 I ° ® — 1 Ln O I I S N N o° I I EX CB J L J L STA 103+06.53, 21.15' RT I 0 N FIN I • L; STA 100+00.21, S 21 ST STREET I ® N o =7L a = STA 201 +29.39, SMITHERS AVE S -- ® I °� 28 LF, 12 0 SD �� ° �A Q ° . 208 I l — S=1.00% (PRIVATE) 1 _. s _ _ ------------ -Toa CB #3 -- -- -- -- -- - - -- -- -- -- -- / SEE SHEET FR-02 12" 0 SD 37 LF, °� ® • I 6 D ROOF DRAIN SEE SHEET DT-02 .2'10' P l N® �' © S=1.00% — — / — — — — — — S=2.0% MIN (TYP) — — — — — — — — FOR SIDEWALK CONNECTION DETAIL — — in I -- I I _--- ---a------- CONCRETE PAD SEE / -- — - --- ,� A 25 LF 12" 0 SD ' TRACT A - -, %`.� SEE SHEET FR-02 NOTE 3 THIS SHEET DT-01 @S=6.00% (PRIVATE) I (PRIVATE) -Rill , CB #7, TYPE 2-54" G �� 208 � 9888200010 SEE SHEET DT-02 FOR CURB RAMP DETAIL STORM CLEANOUT (TYP) SEE IW/ III SOLID LOCKING LID PAD-211.7 2101 BURNETT PL S I DETAIL ON THIS SHEET I SEE SHEET PN-01 I CONTROL STRUCTURE STA 102+19.56, 44.45' RT I 1 2 FOR TRACT / PAD=21 1 .5 PAD=21 1.7 IMPROVEMENTS I I 225 220 215 210 205 200 195 190 � � � � N LO LO n rn rn U) � �r7 co LO n co� �O O IN _n _ _ O� O� O O O O O O O O O O O O O_O O O O N N N N NN NN NN NN NN NN NN NN NN NN NN NN N� N� N N N - PROPOSED FLOWLINE ELEVATION EX GROUND ELEVATION @ R/W Lo O INT "-) LO STA 100+00.21 , S 21 ST STREET o 0 STA 201 +29.39, SMITHERS AVE S II II Q w V) w > > 6-n Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 147 LF, 12"0 SD © S=0.50% (PRIVAI CB #5, TYPE 1 (PRIVAT TG=210.54 IE=206.73, 12"0 E CB ##2, TYPE 1 W/ SOLID LOCKING LID TG=210.32 IE=205.91 , 12" 0 S IE=205.91 , 12" 0 E 100+00 101 +00 &6� CONSULTING ENGINEERS LLC C-1) ®33400 8thAvenue South I® I I I Suite 205 m Federal Way, WA 98003 FEDERAL WAY (253) 838-8113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning ,p 5008 Public Works I Project Management I Landscape Architecture FC1S SS ESM JOB #41 1-004-023 AL c Ln Lo N C6 N ± 0 (14 I I w II II _J w to w > > a_ — — — 0.7/ — 25 LF, 12"o SD- @ S- .00% 194 LF, 12" 0 SD @ S=1.q0% EX SANITARY SEWER (TYP) NO. REVISION O 0 or - PROPOSED FLOWLINE GRADE + o O N EX GROUND ® R/W II II Q w Cn w > > LF, 12"0 1SD28 @ S=1 .00% 87 LF, 12" 0 SD © S=0.52% CB ##1. TYPE 2-48"0 W/ SOLID LOCKING LID TG=210.68 IE=203.97, 12" 0 W IE=203.97, 12" 0 S IE=203.97, 12" 0 E CB ##6, TYPE 1 (PRIVA W/ THRU CURB INLET W/TRASH GAURD PLUS TG=210.83 IE=206.00, 12" 0 W IE=206.00, 12" 0 S 102+00 SURVEYED: DESIGNED: BML DRAWN: CJR CHECKED: BY DATE APPR APPROVED: 1 EX CB ---LJ`-- r E4 WATER MAIN (TYP) TG=209.75 IE=203.52, 12" 0 W to IC_=LU.J.. i L- CONNECT TO EXISTING CATCH BASIN. CONTRACTOR TO VERIFY LOCATION, SIZE, TYPE AND DEPTH PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES 103+00 SCALE: 1 »=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 225 220 215 210 205 200 SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' SCALE: 1 "=20' HORIZ. 1. UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE POLYPROPYLENE (PP) DUAL WALL, OR APPROVED EQUAL PER COR STD DETAIL 220.10 ON SHEET DT-02. 2. CATCH BASIN LIDS: A. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY. B. SPECIFIED STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. C. ALL GRATES SHALL BE VANED UNLESS OTHERWISE SHOWN. 3. INSTALL 12' LONG CONCRETE FILL-IN LANDING PAD WITH THICKENED EDGE BETWEEN CURB AND SIDEWALK FROM STATION 100+95 TO STATION 101 +07. KING COUNTY METRO TO REINSTALL POST AND FLAG ON LANDING PAD. LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK 1.5" GRIND AND OVERLAY 195 VLL/lIVVV I CLEAN -OUT DETAILS NOT TO SCALE 190 0@61 :fe1 13) CITY OF RENTON Planning/Building/Public Works Dept. R-431509 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 ' ECE WATER UTILITY rah 04/25/2025 %j DATE: SOPHIE JO SHORT PLAT 02/18/25 S 21 ST ST FRONTAGE PLAN & PROFILE FIELDBOOK: PAGE: DRAWING NO: FR-01 SHEET: OF: UTILITY PERMIT # 23 A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM DETENTION VOLUMES (LIVE STORAGE) MODELED 10,496 CF (0.240 AC -FT) PROPOSED 10,731 CF (0.241 AC -FT) 00 CB #7, TYPE 2-54 0 0 " a W/ SOLID LOCKING LID CONTROL STRUCTURE ----- I------- O ----------I ---------- STA I 102+19.56 44.45' RT TG=211.70 I 1 IE=204.25, 12"0 I - - ---- -----J I IE=204.25, 12 � 5' STORM EASEMENT I I I 1 CB #1, TYPE 2-48" 0 W/ SOLID LOCKING LID STA 102+ 19.56, 16.00' RT TG=210.68 IE=203.97, 12" 0 IE=203.97, 12" 0 IE=203.97, 12" 0 I o 0 + I N O Ico Irr vJ�^ N I G S 21 ST ST ROW � IZ I 2' PERIMETER N B STONE'atC x I DT-01 I 28 LF, 12" 0 SD 2 ® S=1.00% I r \ 21 q I I � IE=204.259 12" 0 �-- • I 212.30, I.. ..21.1.3,8. .... ..•....... .. .. ............... .. .. ....... ...�... 211.74 -- - - - CB #8, TYPE 1 r 1%212.00 W/TRASH GUARD PLUS IE=207.50, 12"0 STA 102+11.53, 45.17' RTI TG=211.25 N IE=208.50, 12" 0 1a 211.68 � I 21 1.54 I - IE=204.50, 12"0 I II 1 0 .22 I CB #6 SEE SHEET FR-01 ® 1 ' � I1 1 1 �a 251 LF, 12"� S �` I 5' STORM EASEMENT 1 1 `% ®iS=6.00% 12" MAINTENANCE PORT (TYP OF 3) i STORM CLEANOUT (TYP) I I 1 I ( 1 I I 60 ROOF DRAIN @ 2.0% (TYP) I 2 R/W CB 8, TYPE 1 o Q I W/TRASH GUARD PLUS Y 3 I TG=21 1 .25 25 LF, 12" 0 SD Q o I IE=208.50, 12" G 12" STONE S=6.00% 0° TOP LAYER 5' MIN 28 LF, 12"0 SD I FINISHED GRADE © S=1.00% I 21 1.70 CB #1, TYPE 2-48" 0 1 W/ SOLID LOCKING LID TG=210.68 IE=203.97, 12" 0 W IE=203.97, 12"� S CB #7, TYPE 2-54"0 IE=203.97, 12" 0 E W/ SOLID LOCKING LID CONTROL STRUCTURE TG=21 1.70 CB 6, TYPE 1 PRIVATE IE=204.25, 12" 0 S W/ THRU CURB INLET IE=204.25, 12"0 N W/TRASH GAURD PLUS SEE DETAIL THIS SHEET TG=210.83 IE=206.00, 12" 0 W IE=206.00. 12" 0 S TOP OF LIVE STORAGE=209.5 I 0 z a BOTTOM OF LIVE a STORAGE=204.25 o IN .1 Aso tee( ---------------------------------- --------------------%----------- -- -- -----✓---- SD OUTLET AQUACELL _ IE=204.25 12" 0 - - - _ 7.5 I N LET Iri IE=204.50 12" 0 FREEBOARD 203.48 203.48 4" STONE BTM LAYER 59.06' ENGINEERS LL C ®CONSULTING 34 0 81h Avenue South I ® Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com FVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #41 1-004-023 SECTION A -A SCALE: 1' 10' HORIZ. 1 "=5' VERT. 7222000105 2120 SMITHERS AVE S C -- / •-01 I _O CV ------------ I c � � a 5' MIN I EXISTING GROUND r 212.05 o REFER TO ' AQUACELL SHOP �oq DRAWINGS FOR �- SYSTEM DETAILS 2' STONE PERIMETER SCALE: 1 " = 10' 10 5 0 10 20 CONTOUR INTERVAL = 2' 5' STORM I 38' TRACT A EASEMENT TOP OF LIVE LOT 2 STORAGE=209.50 BOTTOM OF LIVE STORAGE=204.25 I L212.00 TO'STONE P LAYER 212. 2' STONE PERIMETER 203. Ivry F4 / SURVEYED: N DESIGNED: BOIL DRAWN: ^,� soo8s S�FG/S FzF� 0J CHECKED: s/ AL 02/20/2024 NO. REVISION BY DATE APPR APPROVED: o. 0 AQUACELL o. o FREEBOARD o. b -------------------------- -------------------- 4" STONE BTM LAYER 33.46' 37.46' SECTION B-B SCALE: 1"=10' HORIZ. 1 "=5' VERT. SCALE: VERTICAL: NAVD 1988 KS HORIZONTAL: NAD 1983/1991 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 - . ADDITIONAL LADDER RUNGS {IN SETS) TO 4"� ELBOW TYP 2' MIN. CLEARANCE TO (TYP) ALLOW ACCESS TO TANKS OR VAULTS 'NHEN ANY PORTION OF FLOW RESTRICTOR CATCH 15 FILLED WITH WATER TEE INCLUDING ELBOWS REMOVA6LE WATERTIGHT I f� tt �r COUPLING OR FLANGE 2" MIN. II4J ELBOW RESTRICTOR, SEE DETAIL AND N01 1❑ 1 IE #2: 206.95 ANGLEAS NECESSARY, . IE #3: 207.75 5EE NOTE 7 ORIFICE #2: 33/64 W MIN, 6" MAX. ORIFICE #3: 5/8" 0 PLATE WELDED TO ELBOW WITH ORIFICE A5 SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER PAVEAdEN7 113' MAX. PLAN VIEW FRAME 43 SOLID COVER MARKED -DRAIN- WITH LOCKING BOLTS PER STD. PLANS 204.41) AND 2E4.50 VERTICAL BAR GRATE FOR SECONDARY INLET 8-MIN. 11 :DESIGN WATER I S9-IRFACE _ ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 -ANQHOLDS, STEP, OR LADDER PIPE SUPPORTS, SEE N 6 Ir "P.) 1-5 x D SEE NOTE 9 (TYP-) MIN. 2' MIN. ISOMETRIC I OUTLET PIPE, SEE INLET PIPE NOTES 1 & 5 Z o MIN. BHEAR GATE WITH CONTROL ROD FOR INVERT AND CLEANOUT�pl�AIN (ROD BENT AS REQUIRED ELEVATION PER PLANS FOR VERTICAL ALIGNMEN7 1VI7H COVER) 12" SECTION OF PIPE ATTACHED BY PER STD- PLAN 237.30 GASKETEO BAUD 70 ALLOW REMOVAL 2 12" MIDI, WELDED RESTRICTOR PLATE WITH ORIFICE DIAAS SPECIFIED, SEE NOTE 10 RESTRICTOR PLATE SECTION A NOTES: W/0.47"O ORIFICE 1. USE A MIMIMUM OF A 54- DIAMETER TYPE Z CATCH BASIN. EL=202.25 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAT{ FLOW- 3. METAL PART$ PREFERRIrD 70 Sr= STAINLESS $TEI=L- ALUMINIZED STEEL, OR A,LI IMINUM. ALL OTHER 4TEEL PARTS MU4T BE GALVANIZED WITH TREATMENTS 1, 2, OR 5- 4, FRAME AND LADDER OR STEPS OFFSET SO; A. CLEANOUT GATE 19 VISIULE FROM TOP. S. CLIME -DOWN BRACE IS CLL-Aq OF kiSE! R AND CLEANOUT GATE- C. FRAME IS CLEAR OF CURB. S. IF METAL OUTLET PIPE CONNECTS TO OEM ENT CONCRETE PIPE- CMJTLr=T PIPE TO HAVE SM007H 0-0. EQUAL TO CONCRETE PIPE I.D. LESS 1M-- 6, PROVIDE AT LEAST ONE 3" X. 090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0" VERTICAL SPACING}, 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8, LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURE USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS YVHEN CATCH BASIN IS FILLED VVITH WATER, 9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT V 174 CORRUGATED PIPE ADAPTER OR APPROVED EQUAL)- WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELEOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO 5CALL INT51 STD. PLAN - 237.00 PUBLIC WORKS FLOW CONTROL STRUCTURE - edby: DEPARTMENT RESTRICTOR ICTOR TEE Martin Pa to ha 8/13 2D M h"W9 D DATE 5' STORM EASEMENT LOT 3 FINISHED GRADE EXISTING GROUND _ REFER TO AQUACELL SHOP DRAWINGS FOR SYSTEM DETAILS 203.48 , CITY OF RENTON Planning/Building/Public Works Dept. NOTES: 1. UNLESS OTHERWISE NOTED, ALL STORM PIPE SHALL BE PER COR STD DETAIL 220.10 ON SHEET DT-02. 2. CATCH BASIN LIDS: A. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY. B. SPECIFIED STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. C. ALL GRATES SHALL BE VANED UNLESS OTHERWISE SHOWN. R-431 51 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 :01 SOPHIE JO SHORT PLAT UTILITY PERMIT # DATE: 02/18/25 FIELDBOOK: PAGE: DRAWING NO: PN-01 SHEET: OF: 11 23 LO TMM co O I LLI Q J n rr O rr= v! O UJ 2 n O Q J CROWN OF EX PAVEMENT EX OF R/W R/W I VARIES 34.70' TO 44.67' I e I 23' 40' 19' f 15' 8' 01 EX PAVEMENT (TYP) I PARKING LANE VARIES 2'f TO 6'f VARIES 12'f TO 2'f VARIES I VARIES // 1-1/2" HALF STREET GRIND AND SAWCUT LINE - �// OVERLAY WITH HOT MIX ASPHALT \ EXISTING GROUND CLASS 1/2" PG. 58-22 SECTION A -A SOUTH 21 ST STREET (NEIGHBORHOOD COLLECTOR ARTERIAL) SCALE:1 "=5' Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) VARIES LANDSCAPE 0.50' 1 .5% MIN VERTICAL CURB & GUTTER SEE PAVING SECTION THIS SHEET EX OF R/W EX PROP R/W R/W R/W 15' 15' 11.5' 1 13' PROPOSED R/W DEDICATION VARIES EX PAVEMENT (TYP) I 1'f TO 5'f 0.50'- VARIES VARIES VARIES 7-717/ EXISTING GROUND SAWCUT LINE 1-1/2" HALF STREET GRIND AND OVERLAY WITH HOT MIX ASPHALT SECTION B-B CLASS 1 /2" PG. 58-22 S M ITH E RS AVE S (RESIDENTIAL ACCESS) SCALE:1 "=5' 0 LOT 3 PROPOSED 38' TRACT A 16' I 1 8' LANDSCAPE 1.5�L 77\-777777777— VERTICAL CURB & GUTTER SEE PAVING SECTION THIS SHEET 3' 2.0% SEE PAVING SECTION 4"x3' ASPHALT THIS SHEET WEDGE CURB ENGINEERS LLC ®CONSULTING 34 081hAvenue South �// 1 ® I 1 Suite 205 Q�j Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com FVERM (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works 1 Project Management I Landscape Architecture ESM JOB # 1938-001-016 SECTION C-C TRACT A (JOINT USE DRIVEWAY) SCALE:1 "=5' ri 2/14/20k N0. I 5' 1 SIDEWALK 1.5% SIDEWALK 0 LOT 2 PROP R/W EX R/W 1 PROPOSED 1.5' R/W DEDICATION 0 FIRST SUBMITTAL ESM 10 1 SECOND SUBMITTAL ESM 11 2 THIRD SUBMTrTAL ESM 10 IaaTI6`901V 8/30/17 SURVEYED: 1/15/17 DESIGNED:: 1/03/18 DRAWN: CJR CHECKED: DATE I APPR I APPROVED GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODE, KING COUNTY ROAD STANDARDS (KCRS), KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND THE CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF RENTON. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.). 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. ENVIRONMENTAL NOISE LEVELS SHALL BE LIMITED IN ACCORDANCE WITH WAC 173-60-040 AND KING COUNTY CODE (SECTION 12.86); NORMALLY, THIS IS 7 A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF SITE WORK WITHIN THE ROAD RIGHT—OF—WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF THE CITY OF RENTON IS SUBMITTED TO CITY INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY CITY OF RENTON. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT—OF—WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B15.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.5). 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT—OF—WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS ENTIRETY. 4" (SMITHERS AVE S) 7" (S 21 ST ST, OR MATCH EXISTING IF GREATER) CLASS 1 /2" HOT MIX ASPHALT (HMA) 2" CRUSHED SURFACINI TOP COUR& 4" CRUSHED SURFACINI BASE COUR& COMPACTED SUBGRADE TO 95% C THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M PRIVATE PAVEMENT SECTION NOT TO SCALE ,. CTY OF RENTON Planning/Building/Public Works Dept. 3" CLASS 1/2" HOT MIX ASPHALT (HMA) 2" CRUSHED SURFACING TOP COURSE 2" CRUSHED SURFACING BASE COURSE "OMPACTED SUBGRADE TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) R-431512 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E PMENT ENGINEERING nh 04/17/2025 :0] SOPHIE JO SHORT PLAT ROAD CROSS SECTIONS & DETAILS UTILITY PERMIT # DATE: 11/19/24 PAGE DRAWING NO: DT-01 SHEET: OF: 12 23 LO TMM I 0 W I n rr 0 r2 O I_I_I = n r0 V , LANDIN GRADE BREAK SEE CONTRACT PLANS - 4' - 0" MIN. CEMENT CONCRETE SIDEWALK -- SEE NOTE 5 FLARE(TYP.) 3/8" EXPANSION JOINT (TYP.) -- SEE STANDARD PLAN F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 A CURB RAMP WIDTH 4' - W MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK G CURB RAMP SEE CONTRACT PLANS - CEMENT CONCRETE F 4'- 0" MIN. SIDEWALK - SEE NOTE 5 I PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - * 4'-0"MIN. 3/8" EXPANSION JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - SEE CONTRACT PLANS / - CURB, OR CURB L AND GUTTER - DETECTABLE WARNING SURFACE - SEE NOTE 4 B SEE STANDARD PLAN F-45.10 FACE OF CURB DEPRESSED CURB AND GUTTER - CROSSWALK SEE NOTE 4 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. TYPE PERPENDICULAR A TYPE DETECTABLE WARNING SURFACE - (S SEE STANDARD PLAN F-45.10 4- 0" MIN. 15, - 0" MAX. GRADE BRE, SEE CONTRACT PLANS SEE NOTE 7 COUN GRADE BREAK 5.0% I T 4 LANDING CURB RAMP - la A PORTION OF THE SE 1/4 OF SECTION 19. TWP. 23 REG. 5 E. WM A NOTES CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING E MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y 9 I 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan PLANS - 4'- 0" MIN_ * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH -MATCH Pedestrian Curb details. CURB RAMP DEPTH (TYP.) (T 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I Contract Plans for width and placement of sidewalk. & The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian `, Curb, or Sidewalks. .................. / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB - SEE NOTE 4 the running Slope of the Curb Ramp IS allowed to exceed 8.3%. Use a I single constant slope from bottom of ram t0 t0 of ram to match into 9 p p p P DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not Include the SEE STANDARD PLAN F.45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. 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. CLAN VIEW RPENDICULAR B LEGEND ✓VN WITH BUFFER) _ SLOPE IN EITHER DIRECTION 1.5 OR FLATTER RECOMMENDED FOR * DESIGN/FORMWORK (2% MAX.) t SLOPE - * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) OF ROADWAY 9.5% OR FLATTER RECOMMENDED FOR * * * DESIGN/FORMWORK (10% MAX.) _ DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CHRR RAMP "TYPE l;tMtN I VVNVKt t PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT 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 O SEE NOTE 4, LIMIT OF PIPE ZONE PIPE ZONE al- BACKFILL, SE FOUND LEVEL FOUN-DAT10N MATERIAL. IF REQUIRED. SEE NOTE 6 ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT GRAVEL BACiCFILL FOR PIPE ZONE BEDDING (WSDDT 9-D3,12(3jj OR MAINTENANCE Rf7CK (VVSDOT 9-63.9(4I) FLEAS LE PIPE NOTES; 1. PROVIT]E UNIPORM SUPPORT UNDER BARRELS. 2. HAND TAMP LENDER HAUNCHES. 3, DIRECTLY OVER PIPE, HAND TAMP ONLY. 4, SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 2-MA FOR TRENCH WIDTH. 6. PIPE ZONE REDOING AND 8ACKFILL MATERIAL SHALL BE PLACED IN 5' LOOSE LAYERS AND CO1dPACTE0 TO 95%MAXIMUM DENSITY. 5. EXCAVATE UNSTABLE MATERIAL DOWN TD FIRM SOIL AND REPLACE WITH FQUNDATIQN MATERIAL CL S5 A OR B PER STANDARD WSDOTIAPWA 5PECIFPCA7I-DNS SECTION B-03.11 PIPE TYPE MINIMUM COVER (FT) PUBLIC? PRIVATE? ALLOWED INZONE I OF THE AFI LINE CORRUGATED POLYETHYLENE PIPE iLGPEI 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (CIE) - TRIPLE WALL 2.0 YES YE$ yEl; POLYVINYL. CHLORIDE PIPE (PVC} 1 3-0 YES YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HOPE; 2.0 YES YES YES POLYPROPYLENE PIPE MP). DURL WALL 20 YES YES YES MINIMUM DISTANCE DIAMETER BETWEEN BARRELS 12" TO 24" 1r W" TO 96' DIAMETER 13 102• TO lie, 46' U NLE55 OTHER W 15E NOTED, DRAWING 15 NOT TO SCALE (III 5TD. PLAN - 2i0.10 PUBLIC WORKS PIPE ZONE BEDDING AND &argt3ed6y DEPARTMENT COMPACTION - FLEXIBLE PIPE actin Pastucha 8/13/20 VW9 Ep i9".t<4.{irdgJ},}Ey(7 DATE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT 80 �Fc1 9 U iG Xt®NAL Fb Zeller, Scott Jun 24 2016 7:20 AM r� PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, Jett &T,&COCCZ, fiW Jun 29 2016 2:28 PM STATE DESIGN ENGINEER Washington State Department of Transportation S 21 ST ST 209.76E MATCH EX FLOWLINE ELEVATION BEGIN TRANSITION TO 8 EXISTING CURB AS NEEDED 210.25 f 51 MATCH BACK OF EXISITNG SIDEWALK 8' PLANTER 210.29 1 �, 1.5% 210.44 8' SIDEWALK 210.5 2.1 % 100+00 S 21 ST ST I NT STA 100+00.21, S 21 ST STREET STA 201 +29.39, SMITHERS AVE S O CURB FLTABLE CURB RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 210.37 (@ FL) B 210.33 (@ FL) C 210.29 (@ FL) D 210.25 (@ FL) E 210.87 F 210.75 G 210.80 H 210.76 1 210.86 1 210.82 12.5' PERPENDICULAR A CURB RAMP PER WSDOT STD PLAN I STOP BAR, REFEF TO SHEET CH-0 FOR DETAIL STA 201 +73.82, 13.00 LT EL=210.21' PROTECT IN PLACE EX CATCH BASIN PROTECT IN PLACE EX CONCRETE CURB AND GUTTER a EX SIDEWALK 210.03 t MATCH BACK OF EXISITNG SIDEWALK 210.26 PROTECT IN PLACE EX WALL CONNECTION DETAIL BCR 1 /4 1 /2 0 3/4 0 ECR ■ STATION OFFSET ELEV. 100+35.32 23.00' RT 210.50 - - - - - - - - 210.43 - - - - - - - - 210.35 ---- ---- 210.28 201+73.82 13.00' LT 210.21 Q=86-20'18" R=25.00' L=37.66' STA 100+35.32, 23.00 RT K Q EL=210.50' ' ° DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 O� G 61 O f 4' 4 �Q 5' SIDEWALK 8' SIDEWALK LP I R=10' PROPOSED STOP SIGN. REFER TO SHEET CH-01 FOR DETAIL CURB RAMP/CURB RETURN DETAIL SCALE: 1 "=5' CB #6, TYPE 1 (PRIVATE) W/ THRU CURB INLET W/TRASH GAURD PLUS STA 101 +87.38, 25.01' RT STA 101+82.91, 23.00 RT EL=210.90' 45" 45" 3.5 3.5' 44' STA 101+85.38, 25.47 RT EL=210.83' STA 101 +91.86, 23.00 RT EL=210.84' STA 101 +89.38, 25.47 RT EL= 210.80' RECESSED CURB DETAIL SCALE: 1 "=5' SCALE: 1' = 5' 5 2.5 0 5 10 R-431513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 1 :01 SCALE: 1 "=5' 01C* ` ® 33400 8th Avenue South CONSULTING ENGINEERS L L C =p0� WA C N � D.L SURVEYED: SCALE: N� VERTICAL: NAD 1983/1991 CITY OF NAVD • HORIZONTAL: 3/1 DATE: SOPHIE JO SHORT PLAT 11/19/241 ;® I I I DESIGNED` Suite 205 N PI FIELDBOOK: Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 -Q DRAWN: RENTON PAGE: www.esmcivil.com EVERETT (425) 297-9900 ?� CJR � DRAWING NO: Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture 0� N 50085 Q c/ST CHECKED: ONE INCH AT FULL SCALE DATUM Planning/Building/Public Works Dept. 0T-02 ESM JOB 41 1-004-023 S/0 REVISION BY DATE AP P R APPROVED: C NOT ONE INCH SCALE ACCORDINGLY UTILITY PERMIT # SHEET: OF: 02/14/2 2�10. 13 23 LO T- �'yJ � C- 0 r) LW 1 1 nJ n rr O r2 v / O W 2 n � 0 - / FACE OF CURB 6 1!2'-� 5 ii2' 1- 1f2- R. y F y 1- R. 1:24 I I TOP OF Ira 1r2" R- ROADWAY r ry J r �r V, r. CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB -610_ FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:24 TOP OF IY2" R. ROAITWAY t �I DEPRE$SE0 CURB SECTION AT SIDEWALK RAMPS r •%P ,P+ � 4 PREMOL13EC JOINT FILLER E FULL -DEPTH EXPANSION JOINT s" CEMENT CONCRETE 1£1'3i 1-R SIOEWALKRAMP VARIESOR LANDING FROM 1 6"TOO r 3A6" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB SEE DEPRESSED CURB DETAIL THIS SHEET 1.24 TOP OF 112" R- ROADWAY 2' t ` 1 �1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CUR13 FACE OF ADJACENT CURB GUTTER SURFACE 1' R. �51 'I I 6 If2lir A. ' 51rr ," t I TOP OF ROADWAY I � 'v I L a- CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, ANDALLIEVS GENERAL NOTES; 1- See standard plans 102 and 101.1 For curb expansion and contraction joint SWN. 2. Expansion IoInL shall he lull depth, premalded Joint filler. 3. For Depressed Monolithic Urivoway Curb S Gutter Secimn, see Standard Plan 104.2 • PUBLIC WORKS CEMENT CONCRIETIE CURBS STD. PLAN - 1011T UEPARTMEN7 I x + FRAME AND VANED GRATE z 29- ONE #3 BAR HOOP FOR 6' HEIGHT INCREMENT (SPACED EGUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION 1 #3 BAR EACH CORNER I #3 BAR EACH SIDE _ TOP AND BOTTOM ONE #3 BAR ACROSS BOTTOM PRECAST BASE SECTION #3 BAR EAC+1 CORNER 1B" (MIN. 43 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION Admibk ,1 PUBLIC WORKS DEPARTMENT Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12- ALL METAL PIPE 15, CPSSP- . 12" STD. SPEC.9-M.20 SOLID WALL PVC, STD. SPEC- 9-05.12(1) is, PROFILE WALL PVC, STD. SPEC 9.05.12(2) IS" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTER14ATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION. FIBERS (PLACED IN ACGORDANCE WITH STANDARD SPECIFICATION PL. .5OM)). OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH TH.E MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNAT WE PRECAST BASE SECTION. WIRE MESH SHALL HOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINI MUM AREA OF (1.12 SQUARE INCHES PER FOOT MAY BE USED. 2. THE KNOCKOUT DAMETER SHALL NOT BE GREATER THAN 16'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2-5' MAXIMUM. PROVIDE A 15'MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OLFTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 3- THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5'- 4. THE FRAME AND GRATE SHALL 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 111:24V OR STEEPER. 6. THE STRUCTURE OPENING DIMENSIONS 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 MONSHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-21).3(2). 6. ALL GRADE RINGS AND CASTINGS SHALL BE SET 1N MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINT$, 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 ASTRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR.bOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS QTHERLV15k NOTED, PRAWMG 35 N(jr 1Q SCALE Xr$) STET. PLAN - 200.30 T"Npb: CONCRETE INLET GNZ 9lzalzal$ rude wens wmnx,oic, PATE 13FENC1T62 /e"R X 5/V'D DUMMY 0NT 111EENOM2 2! - G' D' III r I I I 3/Ii' PRF1r1DLCtEf1 JD1HT FILLER (TyP)'-1-// oil � - - 5" 5- PLAN VIEW � (W FRAVERL1r1E0fR14PAWBAG11E 4 s 1 i 1 Frbl}mANDamTF.-Nww-LuDm 1 /2" R. T' H. Y M CURBA" laurTME10 rrm RaNm t9LCE'E • rr J' - MRQA MY k L 4 o- ..•� er- ."' AilJlibZNrEHTBETrF➢r7N-Tf4TIN[1LIT7EQ • ' n ' IN CURB AND 1307M 60TIMM CATCH 9U N - WT> o- . �, IH CSiFIB JIF[D �tATI�I BIDI1fE#) SECTION ID GENERAL NOTES,, 1. The Intent of this design is to Wiftato the fe110Y81 of a ofth basin vAth minimal dlsturilarm •' Of the GJfb. 2. The expanslrm IdntJs at the adjawd fddswalk shall be -adjusted to be In r- Une with there curb expansion ]oiM& ISCI$E4C VIEW CEMENT CONCRETE CURB STD. PLAN - 101.1 PU'SLIC WORKS PRO D: + + DEPARTMENT INSTALLATION AT CATCH BASINS GA cumMCOWCAM ID 4 �• i n' LaINI �... .,.. �EX151ING ASPHP PAVEMENT SAWCUT (SEE NOTE 2) RTERIA 7" HMA (or ACP Class 8) (SEE NOTE 1). OVER 15" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class 8) (SEE NOTE 1), Q► F-R 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER 2. SAWCUT SHALL BE PDS1"NEG V -- 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER PACE- 5EE STANDARD PLAN FOR CEMENT CONCRETE CURDS. 4 * PUBLIC WORKS "' DEPARTMENT E RAISED EDGE DETAIL 1 ° fi SIDEWALK LEVEL ,rr EKTFnro SIDEWALK TRANSVERSE 1' • 9- V • fl' 17 iINIR JOINTS TO INCLUDE RAISED EDGE ROUI DING z°% T 12• tIN] R LTT'P. • tr SE€ RAISCA EDGE - --� 1'•a' SIDEWALK DETAIL-T1SIDI i5SHE �CAL UND K ALL GLR MIN. 1p EwAEI( sLarEs WITH RAISED EDGE 2A95 FOR CURB 0ETAJL5 SEE STD PLAN 10, 7-P 61DEWALx ADJACENT TO CURB 1 b 1, it 1AIN PING u2-(IN)R. TM.1 y2° 1 1.ex e RIDGE OR PE33ESTA1dH RAILIN{3 � iY" FQft CURB OETALS ADJACENT TO CURB pARRIER-SLC _ 5`DEVWALK Sri S;p PLAN 14L ISTE EP F ILL SLOPES} CONTRACT PLkNS L OR RARR:F.R FLUSH f I SIDEWALK 1�x I VERTICAL L - „ ,�� '�• ' ��� JJ7-----���--���� SEE WJLLDEl'AIL •A+ , SE' jIM] PREiACLDEp JOINT FILLER - AIDJACENT TO CURS AND RAILING OR WALL P fIRE}{8L17E6 FOR JOINT FILLER EATMENT SIDE 9UFFCR STRIP TRRESIDEWALKgIpEWALr4ADJACENIT TO WALL DETAIL SIDEWALK LSE@ NOTE 10} SECTK]NS 1!'t,-{IHt R. 1 (T'rY.1 FOR CURB GRAILS 1 Sk W (IK1 PREMOLDED XXN7 FILLER TYPICAL WHERE APPLICABLE FOR CURB OU04LS stEE sra PL.w ,o, STING M""IWAY CRUSHED ROCI( BA.$ CRUSKEID SURFACING TOP COARSE STM LO.IPA('T TO 95% LICOIFIEL) PRO 4 TOR (UNLESS REOUSRELIENT WATYEO 8Y ENGINEER) TYFICAL UfTFJZ ALL CURB, GUTTER& S1pE4'rALK. GSTC UNDER CURB d CUTTER TO BEG 7111CKNE63 OR MATCH r=TING ROADWAY CRUSHED ROCK ELSE, WHICHEVER IS GREATER (TYP. FOR ALL CURB 8 G:TTTERI 1 FINrSHEDGRADE1-@'4IEf LO%V TQP OF CONCR6FF SURFACE t FOR CURB DETAILS SEE STO PLAN 101 -- I 1.6% M14 SEE STD PLAN 101 f BRODII,Eh FINL$N OR MATCH EID5TINC t -�� (-WIDE SMODIiH TROWELED FERMEYER FI NI$H FO GRADE 1CONCRETE - 0a) BELOW TOP OF CONCR SURFACE FOR PLANTrNG - FLUSH IF PAVLO TO•' 1), u CEMENT CONCRETE OURS ADJACENT TD BUFFER STRIP (CURE AND GUTTER SHOW&) FOR CURB AN ioiR SEE 6TD PLAN 1'U1 NOTES 1- Four foot of the sldgwalk Ojo ShagAv be the minimum pedasVian Iy��yALONLY ' �6 aCM!&ID1tr *Ute I,M, true of verilcal }w and horizontal ohswctkyns. Gratings, '' ' '+ Access Covers, Junctlon Bpxos, FULL-0EfiTH EXPANWONJOINT INGOTH Cable Vaults, Pull Boxes and Ohm CUR13 A140 31DEWALK NEE STD PAN t6LI) appurlenanoas whhln the sidewalk C CONTRACtiON JOINT must he flush wllh surface, and match grace of the Sidewark. JOINT AND FINISH i DETAIL + e 2, Monolithic Cement Concrete Curb arid * o Sldewalk Ir not permhted In new For Other referenced DOTES see r •p , cm stru Ilion. when replacement v,ark STD PLAN 104.2. nets smitates a Monolithic Cementfr hdild er WSIDOT Concrete CurtRrD FELLER Standard Prep F-30.I0-03. Paved surfaces must comply with JOLNT E FULL-0EPThI 3. Concrete to be 4,0W PSI. STD PLAN 102.1 as applicable, EXPANSION JOIN7 - +r PUBLIC WORKS CEMENT CONCRETE ,�-,i�;,,,-�,,1,, STD" PLAN 102 IDEPARTMENT SIDEWALK r 1p•4OW IIIIIrCE N&O"U" BID Rw m uoes ffmvo Lx mum. - - -- _ _ ITAm I I D I F Or PAYED OFIA-SWAV RF.OLIVW - - I %r W A mmw Jam r1YP . r 11 Eo•1 ftotaow fT" I cFn'Errr ]a[.!m ftm lei T .�ti IEEE STU IR Mr137I i-.i}ICRETE see r.0i'm IT a�Ig1Es r� i� � r I mA at I eq*P MAID WISH 1a1 {Y gCum AGjr" /Lest t" I IEEE NOTE r w CONFFACT" Aw 1T F9 t ISEE Ism PLAN im. PLAN VIEW {TYPE L3 SHOWN C1 I CI A C-MAK SIMILAR[ {SEE NGTt 91 rI,rlEf ~ t1ci Tid*f a r. LKL ROT 10%a mv, r' -7-7- ` -N'Yaa 7 -'"-1r Lola CRH%i'k]{.k.IN9 tfi1.'r#1! MOTE 19 RLfM COr1�NER stair IF FiPAIIL.' A "r r" IBM ■a:Lwtw,r I �� SECTI(Ir4 A :1:! Oro rowl7'Ri1 TiXmlr xm-t+I ` Yl1 STD. PLAN - 103 CURB AND GUTTER PPRO D: PUBLIC WORKS CEMENT CONCRETE DFUVEWAY REPLACEMENT DETAIL I]EPAR`l'MENT ENTRANCE - TYPES CIS, C2$, Z C3B, and C-MAXR (WITH RUFFEF For NOTES sea STD PLAN 104.2 STD. PLAN - 104.4 P11Pm a. a R-431514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 CONSULTING ENGINEERS L L C P\� F SN�Nc �� 'O � � 5008 F(�� ER�4 SV / ALE /14/20 0 RRST SUBMITTAL ESM 08/30/171 SURVEYED: SCALE: KS 1988 HORIZONTAL: TALL NAD D1983/1991 DATU M r CITY OF RENTON Planning/Building/Public Works Dept. SO P H I E J O SHORT PLAT DETAILS UTILITY PERMIT # DATE: 11 /19/24 ® 33400 8th Avenue South I ® I I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 636-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering I Land Surveying I Land Planning Public Works Project Management Landscape Architecture 1 SECOND SUBMITTAL ESM 11/15/17 DESIGNED: BML 2 THIRD SUBMITTAL ESM 01/03/18 FIELDBOOK: PAGE: DRAWN: CJR ONE INCH DRAWING N0: DT-03 CHECKED: AT FULL SCALE IF NOTG NE IP SCALEACCORDINGLY ESM JOB #1938-001-016 5 N0. REVISION BY DATE APPR APPROVED: SHEET: OF: 14 23 L0 TMM co I W J n I rr O �2 VJ O W 2 n rO v 1 1' VARIES 1' 1' MIN I MIN � MIN I MIN SPECIAL NOTE: Tr IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH I(I OF THE PATCH SHALL BE EXTENDED TO j INCLUDE ANY EXISTING PATCH WITHIN 10 I FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY I �. SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF E EDGE F SO ONUP TO ATHE TAL OR 300PAND FEET. I TRAFFIC FLOW : I i F I 2" HMA I , I1� 2" TO 8" HMA ¢. 6-5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE 4 VARIES: 6.5' MIN. MIN I MIN VARIES MIN I MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W (EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL (EACH SIDE) WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT 2" - 6- MIN. HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. CSTC. BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING. MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR' PLAN - 110 PUBLIC WORKS • DEPARTMENT FLEXIBLE PAVEMENT OR RIGID 'PR'ED PAVEMENT WITH OVERLAY 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. t. 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 WSCOT 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. A. 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 OEVIATI ON FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY 5 A OOPY OF THE APPROVED PUPS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 0. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPE NDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILFTIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS•BU ILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVO %AND HORIZONTAL DATUM L BE HAD 63 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTE D ON THE PLANS. B. ALL UTILITY TRENCH BACHFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2.03.3I 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 RESTDRATION STANDARDS, t6. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OP 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 HE LAID ON A PROPERLY PREPARED FOUNDATION I N 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 MATERLAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNI FORMLY DENSE. UNYIE LDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00. 220.10. AND 220.20. IS. 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 FFITEO WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10. 204.20, 204.50. 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 CURBIGUTTER LINE. ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY- PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN AGGORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16 LIDS OF MANHOLESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEICATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRNEWAY 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. U NLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NT5) STD. PLAN - 267.00 w PUBLIC WORKS SURFACE WATER STANDARD PLAN I' Eby: DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/zOzO 7, DATE Call Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) L 1 1 EDGE OF PAVEMENT, EDGE OF CURB &GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)6 + FOR STORM AND WATER PIPE, PER STD PLAN 220.0 F� • FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH ' FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE ® CONSULTING ENGINEERS L L C 8th Avenue South Suite 205 I ® I * I I Suite Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB # 1938-001-016 `:0 TES: 1 WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL �" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL }" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. STD. PLAN - I10.1 TYPICAL LONGITUDINAL PATCH • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR li I'R VEI) DEPARTMENT RIGID PAVEMENT WITH OVERLAY 10 '6 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. 7S. 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 - S INCH ROCK ! 4U - TO% PASSING; . 2. 41NCH ROCK 130. 4n PASSING: AND . LESS THAN 2 INCH ROCK 110 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY OOLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE; UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO OWSITE BMPS. 20- THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A DOLT -LOCKING LID MARKED "STORW 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 N6,00, CCTV I NSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECE IVING APPROVAL TO INSTALL PROJECT CURBS. GUTTERS AND10R PAVEMENT- 23 ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDDT STANDARD SPECIFICATIONS AND IN THE PRE5E:NCE 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 AMINO TH E SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 269.04. 25- ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT'S BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION ANOIOR 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 07HER 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 EIY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS IAD TEMPORARY TRAFFIC GON ITROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITYS AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-11150)- 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINIMANHOLE LIDS, CLEANOUTS, INLETS, ETC,) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NONSLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRVATE SYSTEMS SHALL BE MAI NTAMED BY THE APPLICANT. W. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1-A2 OF THE RENTON SWDM- M. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF N 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 FAVEM ENT. 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.W0 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: SIM BAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. U NLES5 OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NY Si STD. PLAN - 267.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN af7 N¢Bed by: 31ti DEPARTMENT NOTES (2 OF 2) Aartin PastuGhJI13/2020 EIfiBIEidRBB44�4D.. DATE ��P�� HiN�T p 0 FIRST SUBMITTAL ESM C� 1 SECOND SUBMITTAL ESM 1 2 THIRD SUBMITTAL ESM 0 LPO 50085 o/S R� SSA AL EN N0. REVISION BY /14/202 LL[ IF FF OLIFFALLTO STREAiR DUMP NO POLLUTANTS BOLT -DOWN SLOT SEE DETAIL AND A&L 1 TOP /i 1M'RFL:FSSFD I. FTTF RING ISOMETRIC 24' 7 I R 8 EQUAL SPACES DIRECTION OF FLOW 1 5A' MAX. SECTION A NOTES: 1. BOLT -➢OWN CAPABILITY IS REOUIRED 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 ACCEPTNHE 5M'-11 NC x 2' ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER- 2 REFER TO STANDARD SPECIFICATION 9,05.1512) FOR ADDITIONAL REQUIREMENTS. 3- FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. I 1f2' I �1714"� pa/7 �I SOLT-DOWN SLOT DETAIL SEE NOTE 1 SECTION B UNLESS OTHERWISE NOTED. RRAW ING IS NOT TO $CALF. INl':: STD, PLAN - 204.20 �]® PUBLIC WORKS RECTANGULAR VANED GRATE PR DEPARTMENT GAZ 9/28/2018 1 runic wo.w omm�muw� RATE EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE ER051ON AND SEDIMENT CONTROL IESC) 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, A PRE•CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTCN 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 APPENDD[ D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RF NTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL 13E MAINTAINED BY YHE APPLICANTIESC 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, MAY BE 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 N ECESSARY TO PREVENT SEDIMENT FROM ENTER) NG WATERS GF THE STATE. 8. 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 DVMPI NG 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 ANDIDR CONSTRUCTK]N 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 AN DIOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ONSITE 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. S. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMRS 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 T+IE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAYBE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TQ 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. RESTRIGTOR8, CHANNELS, OR $TQRMWATER 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 MCTOSER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER MTH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS IF.-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 ADGRE$$E❑ WITHIN SEVEN (T) 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 INLE7 WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY IN SPECTE6 AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2N3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASIN$ AND CONVEYANCE LINE5 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 90 THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILTTY. 19. AREAS DESIGNATED QN THE PLAN(S) CONTAINING EXISTING STORMWATER FACILTIES OR ON -SITE BMPS {AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AMC) COMPACTION DURING CONSTRUCTION, 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBER AREAS SHALL BE INSPECTED TQ 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 TORE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PRO.IECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AN➢STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON.&TE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREASOF 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 18T. 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 RIGRTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS 0INEFLW 15E NOTED. RRA W ING IS MOT TO SCALE (NTS) STD. PLAN - 268.00 k PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR DEPARTMENT GAZ 9/28/2018 1 STANDARD PLAN NOTES rune wvw onm.xv�m, RATE 08/30/17 SURVEYED: 1/15/17 DESIGNED: BML 1/03/18 DRAWN: CHECKED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M RENTO DRAIN 1 rz-LETTERING BOLT HOLES - 3 PLACES EQUALLY SPACED 120' APART ON 23 1116' DIA. B.C. { 1) 1" DIA. PICKHOLE PLAN VIEW 1114'LETTERING 25' DIA. 2 1 rr 83W COVER SECTION VIEW - 26 112" D64. - 25 114- DIA. V4' DUL NEOPRENE GASKET 518"�3 3lir MA. CL OPEN 27 Ell 6' DIA. 34 u9" DIA. FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) W-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 114" -i� 1 1118' V8- RUB" GASKET GROOVE DETAIL NOTES: 1. ALL COVERS SHALL BE LQCKtNG LID PER EJ Na- 8717CI OR APPROVED EQUAL, U NLES5 OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (HITS) STD. PLAN - 204.50 A09.`.�% PUBLIC WORKS STORM ROUND FRAME AND COVER �/1312020 DEPARTMENT (PUBLIC)Lh PaStuCha 1r-W-MAD... DATE I CITY OF RENTON Planning/Building/Public Works Dept. R-431515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 ' SOPHIE JO SHORT PLAT DETAILS UTILITY PERMIT # DATE: 11/19/24 PAGE DRAWING NO: DT-04 SHEET: OF: 15 23 LO TMM (') O w PLANT LEGEND & REPLACEMENT TREE CREDITS A PORTION OF THE PER RMC 4-4-0710.F.2.c.ii-iii, MEDIUM MATURE SIZE TREES TO BE SPACED AT 40' ON -CENTER AND LARGE MATURE SIZE TREES TO BE SPACED AT 50' ON -CENTER SPACING. MEDIUM AND LARGE TREE SPECIES ARE SELECTED PER THE CITY OF RENTON TREE LIST. *NOTE: MEDIUM MATURE SIZE STREET TREES ARE PROPOSED AT AN AVERAGE OF 25' ON -CENTER, INSTEAD OF 40' ON -CENTER. THE SPECIES SELECTED HAVE A NATURALLY MORE NARROW MATURE WIDTH. PER RMC 4-4-130.H.I.b.v,NEW MEDIUM SPECIES TREES RECEIVE 1 TREE CREDIT/ TREE PER RMC 4-4-130.H.l.e.ii, REPLACEMENT TREES SHALL BE 2" DIAMETER FOR DECIDUOUS AND MINIMUM 6' HEIGHT FOR EVERGREEN SPECIES PER RMC 4-4-010.F.2.b, STREET TREES SHALL BE 2" CALIPER DBH MIN. TREES- 51FECIE5 FiR01"1 CITi OF RENTON AFFROVED 7REE LIST ,AND/ OR PNU) NATIVE SPECIES BOTANICAL / COMMON NAME QUANTITY SIZE Zelkova serrata 'Green Vase'/ _1 2" CAL SAWLEAF ZELKOVA LOCATION STREET ROW AND LOTS Celtis occiclentalis 'Prairie 4 2" CAL. STREET ROW Sentinel'/ HACKBERRY Rhamnus purshiana/ CASCARA 16 2" CAL. (11) S' REAR TREE PROTECTION ESMT V o V V;,Acer circinatum 'Sunny Sister'/ 14 2" CAL. (11) S' REAR TREE ' VINE MAPLE PROTECTION ESMT Amelanchier alnifolia/ 16 &' MIN. HT. (14) S' REAR TREE WESTERN SERVICEBERRY PROTECTION ESMT Chamaec 1paris nootkatensis 'Green le 6' MIN. HT. (12) 8' REAR TREE Arrow'/ ALASKAN YELLOW CEDAR PROTECTION ESMT CzR0UND0OVER6- U)ITNIN R.O.U). PLANTINfx STRIP APPROX, SYMBOL BOTANICAL / COMMON NAME QUANTITY SIZE Liriope muscari 'Silvery Sunproof'/ 53 2 GAL. LILYTURF Thymus praecox "Ccccineus'/ 150 1 GAL. RED CREEPING THYME Festuca ovina 'Elijah Blue'/ 162 2 GAL. BLUE FESCUE I Call 2 Working Days BeforeYou Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) LOW GROWING GROUND COVER, TYP. REFER TO PLANT LEGEND THIS SHEET TOTAL REPLACEMENT TREE DENSITY CREDITS M / L WITHIN S' SOUTHERN SPECIES TREE PROTECTION ESMT COMMENTS 545, MATCHED, VIGOROUS 545, MATCHED, VIGOROUS M 11 545, FULLY BRANCHED M II 545, FULLY BRANCHED M 14 545, FULL, VIGOROUS M 12 545, FULL, VIGOROUS w PROPOSED MEDIUM MATURE SIZE DECIDUOUS STREET TREE -REFER TO PLANT LEGEND THIS SHEET 14, 48 TDC (MEETS REQUIREMENT) 192/14/2025 STATE OF WASHINGTON REGISTERED i,ANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 1 2 r,,. 102+00 T- SE 1 /4 OF SECTION 19, TWP, 23 REG, 5 E, WM NATIVE 5>4RU55 $ GROUNDGOVFR IN 10' IUIDTN LAND50,41'E 5UFFJER SYMBOL BOTANICAL / COMMON NAME QUANTITY SIZE • Physocarpus capitatus/ PACIFIC NINEBARK 16 5 GAL. • Ribes sanguineum 'King Edward VII'/ FLOWERING 15 5 GAL. CURRANT Vaccinium ovatum/ EVERGREEN HUCKLEBERRY 1 5 GAL. Philaclelphus lewisii/ MOCK ORANGE 10 5 GAL. Mahonia nervosa/ LOUD OREGON GRAPE 30 1 GAL. c, Athyrium filix-femina/ LADY FERN 2-1 1 COAL. �'IVv APPROX. QTY. SIZE Fragaria chiloensis/ COAST STRAWBERRY 23& 1 GAL. 24" O.C. TRIANGULAR SPACING Sedum spathifolium/ STONECROP 110 1 GAL. 24" O.C. TRIANGULAR SPACING + + + + + + + Arctostaphylos uva ursi/ KININNICK 151 1 GAL. + + + + + + + 24" O.C. TRIANGULAR SPACING VtC-151UN VA I tV At-'KIL 4, ZVZ4 FIRST SUBMITTAL SECOND SUBMITTAL— RESPONSE TO COR COMMENTS THIRD SUBMITTAL— RESPONSE TO COR COMMENTS REVISION ESM 03 01 2024 SURVEYED: ESM 10/17/2024 DESIGNED: ESM 01/08/2025 BML DRAWN: CJR CHECKED: BY I DATE I APPR I APPROVED PROPOSED MEDIUM MATURE SIZE EVERGREEN TREE, REFER TO PLANT LEGEND THIS SHEET d d a a � a. _ a 10' WIDTH LANDSCAPE BUFFER- TYP. SCALE: 1 »=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TREE RETENTION CALCULATIONS PER RMC 4-4-130, 30% OF TREES IN A RESIDENTIAL DEVELOPMENT SHALL BE RETAINED. TREE CREDIT REQUIREMENTS SHALL APPLY AT A MINIMUM OF 30 CREDITS PER NET ACRE. NET ACRE CALCULATIONS INCLUDE ALL AREA WITHIN LOTS, RECREATION AREAS, LANDSCAPE TRACTS AND OPEN SPACE. TOTAL NET AREA: 20,561 SF (0.45 AC.) 0.45 NET ACRES X 30 TREE CREDITS/AC. = 14 TREE DENSITY CREDITS REQUIRED TO BE RETAINED TOTAL NUMBER OF EXISTING VIABLE SIGNIFICANT TREES PER ARBORIST'S REPORT: 14 14 TREES X 0.30 (30%) = 4 REQUIRED TO BE RETAINED NUMBER OF VIABLE SIGNIFICANT TREES RETAINED = 0, SHORTFALL OF 4 TREES TO BE REPLACED PER RMC 4-4-130H.1b.v, THE 4 TREES TO BE REPLACED ARE AS FOLLOWS: TREE TAG " DBH TREE CREDIT VALUE 6 19" S 12 le" S 15 23" e 16 23" e TOTAL REPLACEMENT TREE CREDITS REQUIRED = 34 (S+S+e+e) TOTAL TREE REPLACEMENT AND TREE CREDIT REQUIREMENT = 14 + 34 = 48 TOTAL TREE CREDIT VALUE OF PROPOSED REPLACEMENT TREES = 48 (SEE PLANT LEGEND THIS SHEET), MEETS REQUIREMENT NEW TREE CREDIT VALUE TABLE RMC 4-4-130H.1b.v, REPLACEMENT TREE CREDIT VALUE TABLE TREE SIZE TREE CREDITS NEW SMALL SPECIES TREE 0.25 NEW MEDIUM SPECIES TREE 1 NEW LARGE SPECIES TREE 2 TREE PROTECTION PLAN REFER TO TREE PROTECTION PLAN BY ABC CONSULTING ARBORISTS LLC DATED n DECEMBER 12, 2023 FOR COMPLETE TREE REPLACEMENT AND TREE RETENTION DATA. ALL PROPOSED TREES SHOWN ON THIS PLAN ARE SPECIFIED AS REPLACEMENT TREES PER THE REQUIREMENTS OUTLINED IN THE TREE PROTECTION PLAN. THE LANDSCAPE AND TREE REPLACEMENT PLAN PROPOSES (5) LARGE- SIZE MATURING SPECIES AND (24) MEDIUM- SIZE MATURING SPECIES REPLACEMENT TREES PER THE CITY OF RENTON APPROVED TREE LIST AND AS NOTED IN THE LEGEND ON THIS SHEET. THERE ARE NO SIGNIFICANT TREES ON -SITE TO BE RETAINED. SCALE: 1' = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. R-431516 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E PMENT ENGINEERING nh 04/17/2025 :0] SOPHIE JO SHORT PLAT FINAL LANSCAPE & TREE RETENTION/ REPLACEMENT PLAN UTILITY PERMIT # DATE: 11/19/24 PAGE DRAWING NO: LA-01 SHEET: OF: 20 23 LO TMM C'J I 0 I 0 LW I a J J 4 73 w 2" MAX. 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND _ INSTALL "TREE BOOT" OR LU X "ARBORCxARD" IN LAWN AREA5. PLANT TREE P-2" HIGHER THAN IN NURSERY WATERING BASIN AMEND NATIVE 501L W/ I DEPTH 3-WAY MIX PRUNE DISEASED AND BROKEN BRANCHES CHAINLOCK TREE TIE, TYP. REMOVE BINDING TWINE 4 TOP 1/3 OF BURLAP 3" SETTLED DEPTH FINE BLEND BARK MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) PLANTING SOIL //��/� ', ~:;;SIDES SCARIFY PLANTING PIT AND BOTTOM UNDISTURBED GROUND �/ / `: .':: / ��/��/ .•:..: \' 6" DEEP, FIRM, NATIVE 12" MIN. FOR WOOD ��\//�\//�\//� \//�\//� //� / y SOIL MOUND STAKES 4 IS" FOR REBAR IN HEAVY SOILS, AUGER 8"x(o' DEEP 2x ROOTBALL WIDTH HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE PRUNE DISEASED AND BROKEN BRANCHES CHAINLOCK TREE TIE, TYP. 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN 3" SETTLED DEPTH FINE GRADE BARK MULCH AMEND NATIVE SOIL WITH (o" DEPTH 3-WAY MIX TOPSOIL FERTILIZER TABLETS (4-21 GRAM-2(I-10-5) SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE 501L MOUND CONIFEROUS TREE PLANTING & STAKING DETAIL GROUNDCOVER PLANTS, SEE PLANT LIST TOPSOIL DEPTH AND TYPE AS — SPECIFIED BARK MULCH — DEPTH AS SPECIFIED EXISTING ---/ SUBGRADE 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING NOT TO SCALE EQUAL SPACING GROUNDCOVER PLANT EDGE OF PAVING SPACING AS INDICATED OR PLANTING ON PLANT LI5T BED PLAN SHRUB AND GROUNDCOVER SPACING DETAIL Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NOT TO SCALE A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM 1 POST CAP (TYP) 1 4x4 P.T. POST 1 x4 CEDAR TOP RAIL X_ 2x4 HEM FIR OR CEDAR 1x4 CEDAR ON EDGE 1x6 CEDAR BOARDS 8'-0" MAX. 1 " GAP OUTSIDE INSIDE I � L IVIHR. JrHl..11vh BETWEEN BOARDS 1x6 CEDAR BOARDS 1 x4 EDGE CEDAR (OUTSIDE) U 1 x2 HEM FIR OR CEDAR (INSIDE) NOTE: WOOD TO BE STAINED WITH RODDA RURAL MANOR SEMI —TRANSPARENT STAIN; CLEAR BASE MIXED WITH IS02G3806, OR EQUAL. STANDARD FENCE DETAIL m PLANT 1" HIGHER THAN IN NURSERY FINISH GRADE EXISTING NATIVE 61I 0 02/14/2025 1 STATE OF 2 WASHINGTON REGISTERED L NDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 NO NOT TO SCALE PRUNE DISEASED AND BROKEN BACKFILL PLANTING HOLE HALF -FULL WITH NATIVE SOIL AND TAMP TO STABILIZE ROOTBALL. DO NOT DISTURB ROOTBALL. BACKFILL REMAINING HOLE WITH o AMENDMENT AS NOTED IN THE • PLANTING SPECIFICATIONS AND/ OR INSTALLATION NOTES. WATER THOROUGHLY. MULCH RING 3" SETTLED DEPTH FINE BLEND BARK MULCH X 2' DIAMETER, TO WITHIN 3" OF SHRUB STEM. DO NOT MOUND MULCH AGAINST SHRUB STEM ��,��\' \m `—SCARIFY SIDES OF PLANTING �'/O, .2j�\ j�\/\��\/j���// HOLE, ENSURE ADEQUATE DRAINAGE 2x ROOTBALL WIDTH FIRM NATIVE SOIL MOUND CONTAINER STOCK SHRUB PLANTING DETAIL NOT TO SCALE FIRST SUBMITTAL SECOND SUBMITTAL— RESPONSE TO COR COMMENTS THIRD SUBMITTAL— RESPONSE TO COR COMMENTS REVISION ESM 03 01 2024 SURVEYED: ESM 10/17/2024 DESIGNED: ESM 01/08/2025 BML DRAWN: CJR CHECKED: BY I DATE I APPR I APPROVED SCALE: (.o'-O'' O.C. (TYP) (0II 2"x4" SPLIT CEDAR RAIL (TYP) 6" DIAM. ROUGH CEDAR POST (TYP) (V C --- m _ a�►� / 7 f': CONC. FOOTING (TYP) f >n 14 . I f 1 I lm" * NOTE: FENCE SHALL BE LOCATED I" INSIDE THE BACK EDGE OF SIDEWALK- TYPICAL 2-RAIL NGPE FENCE DETAIL NOT TO SCALE LANDSCAPE NOTES 1. DO NOT DIG BEFORE LOCATING UTILITIES. 2. 5UBGRADE5, INCLUDING BERMS, TO WITHIN MOTH FOOT PROVIDED BY GENERAL CONTRACTOR UNLE55 OTHERWISE NOTED. 3. 5UBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. 4. ,4PPLY ro" DEPTH TYPIC,4L 3-WAY MIX TOPSOIL IN ALL PLANTING AREA5 OR 45 OTHERWISE NOTED. 5. ,4PPLY 3" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING AREA5. MULCH TO BE FREE OF WEED SEED, 5,4WDU5T, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO PL,4NT GROWTH. ro. CONTRACTOR 15 RESPONSIBLE FOR BRINGING ANY PROPOSED SUBSTITUTIONS OR UNFORESEEN FIELD CONDITIONS TO THE ATTENTION OF THE L,4ND5C,4PE ARCHITECT. -1. L,4ND5C,4PE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES 5,45ED ON ,AVAILABILITY OR FIELD COND ITION5. S. ALL PL,4NT MATERIAL SHALL BE D15E,45E FREE AND ARRIVE IN A V IGOROU5 GROWING CONDITION. e. ALL PL,4NT MATERIAL SHALL CONFORM TO U5,4 STANDARD FOR NURSERY STOCK, LATEST EDITION. 10- ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. IL POSITIVE DRAINAGE SHALL BE MAINTAINED. MOUND PLANTING AREA5 A MINIMUM OF 12" UNLE55 OTHERWISE NOTED. 12. CONTRACTOR AGREE5 TO WARRANTY AND MAINTAIN ALL PL,4NT MATERIAL FOR ONE FULL GROWING 5E,45ON P,45T INSTALLATION AND SHALL REPLACE DEAD PL,4NT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO OBLIGATION TO THE OWNER. 13. STREET TREES SHALL HAVE UNIFORM BRANCHING HEIGHT OF 5 1/2' MINIMUM ABOVE GRADE OR 45 OTHERWISE NOTED. 14. STREET TREE LOCATIONS ARE 4PPROXIM,4TE AND SHOULD BE ADJUSTED PER STREET LIGHT AND UTILITY LOCATIONS. 15. ALL TREES SHALL BE DOUBLE 5T,4KED 45 SHOWN ON THE DETAILS. 5T,4KE5 TO BE REMOVED AFTER ONE FULL GROWING 5E,450N. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL BE REPLACED AND RE-5T,4KED PER THE DETAIL. fro. ALL NEWLY PL,4NTED TREES SHALL INCLUDE A MULCH RING THAT H,45 A DEPTH OF AT LE,45T THREE INCHES (3") AND 15 AT LE,45T THREE FEET (3') IN RADIUS AROUND THE TREE. 1-1. L,4ND5C,4PE CONTRACTOR SHALL MAINTAIN 51TE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER AND REVIEWING AGENCY. .I� ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATU M Planning/Building/Public Works Dept. )�- WIDE GREEN BORDER OUTLINE 1 INCH WIDE BORDER z 0.6 INCH TALL CIO U_ GREEN LETTERS, O ARIAL FONT a 0 H 0 a NATIVE GROWTH PROTECTION ARE, w• nm� "n w.wae 18" x 24" ALUMINUM WITH WHITE REFLECTIVE BACKGROUND, 1I.V RAOIUS CORNERS 1 j2 INCH TALL GREEN LETTERS, ARIAL FONT MOUNTING HOLES, TOP AND BOTTOM OF 81GN. 1A" GALVANIZED HARDWARE THROUGH POST SECURED TIGHT_ 7' x 4' x 4' PRESSURE TREATED POST WITH " CHAMFER AT TOP OR 2" DIA GALVANIZED SCHEDULE 44 STEEL POST WITH CAP, CONCRETE BASE, 12' DIA, x ZV DEEP 1. PLACE ONE NC•sPE SIGN AT THE MIDPOINT OF EACH LOT WITH POST SET IMMEDIATELY BEHIND NC•sPE FENCE. 2. DE51GN AND PROPOSED LOCATIONS FOR 5IGN5 SHALL BE 4PPROVED BY THE CITY OF RENTON. 3. SIGN SHALL READ- N,4711/E GROUITN PROTECTION E,45EMEN7 TH15 CRI7I0,4L 4RE,4, PL,4NTINC•r ,4RE,4, ,4ND UPL 4ND BUFFER 4RE PROTECTED TO PROVIDE LUILDL IFE 44,4517,47 ,4ND 1" 1,41NT,41N U),47ER QU,4L /7r PLE,45E DO NOT DISTURB 71L415 V,4LU,45LE RE50URCE NGPE SIGN DETAIL NOT TO SCALE R-431517 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 SOPHIE JO SHORT PLAT FINAL LANSCAPE & TREE RETENTION/ REPLACEMENT PLAN DETAILS & NOTES UTILITY PERMIT # DATE: 11/19/24 PAGE DRAWING NO: LA-02 SHEET: OF: 21 23 A PORTION OF THE SE 1 /4 OF SECTION 19, TWP, 23 REG, 5 E, WM I— Q J n O 2 U) O w 2 n O U] w Q TEMPORARY IRRIGATION NOTES THIS IRRIGATION SYSTEM IS TEMPORARY AND SHALL REMAIN OPERATIONAL FORA PERIOD OF TWO GROWING SEASONS AS REQUIRED BY THE CITY OF RENTON. FOLLOWING THE END OF THE 2ND GROWING SEASON, THE SYSTEM WILL 5E DECOMMISSIONED AND ALL ACCESSIBLE IRRIGATION APPURTENANCES REMOVED FROM THE SITE. INACCESSIBLE APPURTENANCES TO 5E CAPPED AND ABANDONED. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W W W W- WATER MAIN TAP FOR 1-1/2" POLY IRRIGATION SERVICE LINE TO BE INSTALLED BY CITY FORCES PER COR STD PLAN 320.2. WATER METER PERMIT REQUIRED 101 +00 POINT OF CONNECTION WITH 3/4" IRRIGATION METER- REFER TO CIVIL PLANS. SEE SHEET IR-02 FOR POI COMPONENTS AND CONTROLLER SPECIFICATION A I 0 FIRST SUBMITTAL ADn2/14/2025 1 SECOND SUBMITTAL- RESPONSE TO COR COMMENTS STATE OF WASHINGTON 2 THIRD SUBMITTAL- RESPONSE TO COR COMMENTS REGISTERED LANDSCAPE ARCHITECT LEANNE D. KUHLMAN N0. REVISION CERTIFICATE No. 743 HUNTER 5 X 30 SIDE STRIP SPRAY, TYPICAL. REFER TO IRRIGATION LEGEND ON SHEET IR-02 ESM 03 01 2024 SURVEYED: ESM 10/17/2024 DESIGNED: ESM 01/08/2025 DRAWN: CJR CHECKED: SCALE: 102+00 STATION TAG- TYP, SEE IRRIGATION LEGEND ON SHEET IR-02 I�1 SCALE: 1 " = 10' 10 5 0 10 20 CONTOUR INTERVAL = 2' HUNTER 5 15 END STRIP SPRAYJ TYPICAL,,REFER t0 IRRIGATION , IN COMPLIANCE WITH CITY OF RENTON STANDARDS LEGEND ON SHEET IR-02 EHHuy:nn1h ENT ENGINEERING 04/17/2025 (:D] ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M q"R CITY OF RENTON Planning/Building/Public Works Dept. SOPHIE JO SHORT PLAT TEMPORARY IRRIGATION PLAN UTILITY PERMIT # DATE: 11/19/24 PAGE DRAWING N0: I R-01 SHEET: OF: 22 23 A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM POINT OF CONNECTION IRRIGATION LEGEND IMPORTANT IRRIGATION PLAN NOTES: IRRIGATION INSTALLATION NOTES J n rr O ��2 VJ O LLI n O a Z i r-----� 3/4" WATER METER, SEE CIVIL PLANS FOR SPECIFICATIONS O i P BRASS BALL VALVE WITH THREADED ENDS I I DOUBLE CHECK VALVE ASSEMBLY SEE COR STD DETAIL O 44LRC - 1" RAINBIRD QUICK COUPLING VALVE (OR APPROVED EQUAL), SEE DETAIL THIS SHEET P BRASS PRESSURE REDUCING VALVE, IF REQUIRED, L_____J t0 ACHIEVE OPTIMUM PRESSURE OF 40 G.P.M. IRRIGATION ZONE SCHEDULE STATION NO. VALVE SIZE GPM 1 1" 12.34 2 1" 10.00 UTILITY VAULT BOX WITH LOCKING LID INSTALL FLUSH WITH FINISH GRADE " MIN COPPER LINE FROM METER BRASS 90- ELL 2x3 BRASS 3" MAX NIPPLE i HUNTER MP ROTATOR MATCHED PRECIPITATION RATE NOZZLES 6'-12' RADII = HUNTER MP-&00SR-e0 6" HUNTER PRO -SPRAY (FIRS 40) POP-UP SPRAY BODY FOR PLANTING BED AREAS, OR APPROVED EQUAL INSTALL PER MANUFACTURER'S SPECIFICATIONS, FIELD ADJUST ARCS AND RADII TO FIT AREAS. L-ES 810 8H OR 10Q 10H SS R-ES INDICATES NOZZLE RADIUS AND SPRAY PATTERN -TYPICAL 5X30 5X15 SIDE LEFT OR STRIP RIGHT CORNER ® HUNTER P PGV AUTOMATIC ZONE VALVE, END WITH DC LATCHING SOLENOID (458200) STRIP AND NODE-BT 200 BATTERY - NOZZLE PATTERN OPERATED 2-5TATION CONTROLLER INSIDE VALVE BOX AT STATION I STATION NUMBER 1 STATION GPM 12.34 GPM STATION TAG DOUBLE CHECK VALVE 1-1/4" SCHEDULE 40 PVC MAINLINE - REFER TO NOTE 25, IRRIGATION NOTES - - - - - - - - AND SLEEVING DETAIL THIS SHEET 8" MIN SCHEDULE 40 PVC LATERAL LINE 2x3 BRASS NIPPLE B 12" MIN DI -ELECTRIC UNIONS�3 90 ELL PEA GRAVEL O OO C� Erlo ;()�0 O 10" SCH. 40 PVC 0 OO BRASS NIPPLE O 0 (�O �0�0 3 O 0 DO,,� �)000 BRASS TEE WITH BUSHING AND PLUG O C� U O O 80 O 00 �0 00 60 O O TO PRESSURE REGULATOR 1" ROUND WASHED COORDINATE WITH CITY ENGINEER (IF NEEDED) AND QC DRAIN ROCK NOTE: ALL MALLEABLE FITTINGS AND NIPPLES FROM METER THROUGH DISCHARGE OF DOUBLE CHECK VALVE SHALL BE BRASS AND LENGTH AS REQUIRED. ADAPT TO PVC MAIN LINE WITH PVC MALE ADAPTER. SUPPORT BOTTOM OF DCVA WITH CONCRETE BLOCK. DOUBLE CHECK VALVE ASSEMBLY NOT TO SCALE ill P DETAIL LEGEND: I I Hn - 01 HUNTER IRRIGATION CONTROLLER O7 GRAVEL BASE, DEPTH AS (NODE-BT) AND MOUNTING SPECIFIED HARDWARE PER PLAN O8 FILTER FABRIC O2 HUNTER VALVE PER PLAN O9 O3 VALVE BOX PER PLAN BRICK 10 FINISHED GRADE O4 MAINLINE PER PLAN O5 MAIN LINE RISER PER PLAN O6 LATERAL LINE PER PLAN rA \ NODE-BT-200 ON VALVE NOT TO SCALE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1. THIS IRRIGATION SYSTEM IS TEMPORARY AND SHALL REMAIN OPERATIONAL FOR A PERIOD OF TWO GROWING SEASONS AS REQUIRED BY THE CITY OF RENTON. FOLLOWING THE END OF THE 2ND GROWING SEASON, THE SYSTEM WILL BE DECOMMISSIONED AND ALL ACCESSIBLE IRRIGATION APPURTENANCES REMOVED FROM THE SITE. INACCESSIBLE APPURTENANCES t0 BE CAPPED AND ABANDONED. 2, WIRING, IRRIGATION LATERALS AND SPRAY BODIES ON SWING JOINTS t0 BE INSTALLED ON -GRADE AND COVERED WITH A THICK MULCH LAYER. 3. ALL OTHER IRRIGATION COMPONENTS SHALL BE INSTALLED BELOW GRADE PER THE DETAILS THIS SHEET. 4. IRRIGATION PLAN IS DIAGRAMMATIC ONLY. MAINLINE, LATERALS, SLEEVES AND VALVES MAY BE SHOWN IN HARDSCAPE AREAS OR OUTSIDE OF PROPERTY BOUNDARY TO INCREASE IRRIGATION DESIGN AND COMPONENT CLARITY. ALL IRRIGATION LINES, VALVES, SLEEVES, WIRING AND OTHER RELATED IRRIGATION APPURTENANCES SHALL BE PLACED WITHIN THE PROPERTY BOUNDARY AND ONLY WITHIN PLANTED AREAS, WITH THE EXCEPTION OF SLEEVES PLACED UNDER HARD SURFACES FROM ONE PLANTING AREA TO ANOTHER. 5. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE, AND TO CLARIFY ANY QUESTIONS PRIOR TO THE START OF WORK. QUESTIONS REGARDING THE ACTUAL LOCATION OF IRRIGATION COMPONENTS SHOULD BE DIRECTED TO THE LANDSCAPE ARCHITECT. 6. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY t0 ADJUST THE DESIGN AS NECESSARY BASED ON ACTUAL FIELD CONDITIONS IN ORDER t0 INSURE PROPER IRRIGATION ZONE COVERAGE. -1. LANDSCAPE CONTRACTOR WILL SCHEDULE APPROPRIATE WATERING TIMES FOR ALL IRRIGATION ZONES WITHIN THE PROJECT AND REVIEW OPERATION WITH THE CITY'S REPRESENTATIVE FOR FINAL APPROVAL. FINISH GRADE CARSON MODEL 910 BOX 2" TYP. DEPTH (GREEN COLOR) OR APPROVED MULCH EQUAL SET FLUSH WITH FINISH GRADE /\\/\\/�\/ 2" DEPTH PEA GRAVEL „�//\/ SUMP FILL BOTTOM OF 1 DIA SCHED. 80 ; oovo o00 BOX AS REQUIRED PVC PIPE AT 48" 00° LENGTH WITH HOLES 00°0 00 ° '0 'A '�� STAINLESS STEEL "U" BOLT FOR "U" BOLT I %\\/\ STOCK ANCHOR LOW ON VALVE SNUG TO FIT SUPPORT VALVE BOX WITH FOUR (4) BRICKS TYP. LOCKING NUT & SCHED. 80 PVC NIPPLE WASHER TYP. SCHED. 40 PVC TXT 90 KNOCKOUTS IN BOX SCHED. 80 PVC NIPPLE TO FIT OVER PVC SCHED. 40 PVC STREET ELL PIPE ANTI -ROTATION DEVICE PVC MAINLINE SCHED. 40 PVC TEE OR ELL 2 QUICK COUPLING VALVE DETAIL NOT TO SCALE SURFACE BASE SCH. 40 PVC SLEEVE* PIPE AND SEE NOTE 25- SIZE WIRE AS SHOWN 5 SLEEVE DETAIL NOT TO SCALE ADn 0 FIRST SUBMITTAL 2/14/2025 1 SECOND SUBMITTAL- RESPONSE TO COR COMMENTS STATE OF 2 THIRD SUBMITTAL- RESPONSE TO COR COMMENTS WASHINGTON REGISTERED rNDSCAPE ARCHITECT LEANNE D. KUHLMAN NO. REVISION CERTIFICATE No. 743 LEGEND O HUNTER REMOTE CONTROL VALVE (PGV) O7 PVC SLIP (OR FPT) X FPT UNION 0 IRRIGATION VALVE BOX: HEAT STAMP LID ® ISOLATION VALVE, SIZE AND TYPE PER PLAN WITH'RCV' IN 2" LETTERS Og BRICK SUPPORTS (4) 0 WATERPROOF CONNECTORS (2) 10 FILTER FABRIC - WRAP TWICE AROUND ® 18" 24" COILED WIRE TO CONTROLLER BRICK SUPPORTS O FINISH GRADE AT ADJACENT SURFACE 11 3/4" WASHED GRAVEL - 4" MIN. DEPTH (TURF OR MULCH) @ IRRIGATION LATERAL © SCH. 80 CLOSE NIPPLE, MATCH SIZE TO VALVE 13 MAINLINE AND FITTINGS ADD NODE-BT-200 BATTERY ADD DC LATCHING SOLENOID OPERATED CONTROLLER TO (458200) TO 1 " PGV VALVE IN STATION 1 VALVE (SEE DETAIL 4) VALVE BOX FOR STATIONS 1, -2 IN -LINE VALVE (PGV-101 G-DC) WITH UNIONS AND ISOLATION VALVE Solenoids Heavy-duty Hunter 24 VAC or latching solenoids provides dependable operation and long life performance - KEY BENEFITS . Compatible with all Hunter irrigation valves • Energy -efficient, low -power design . Engineered with ultra -durable, heavy-duty materials for maximum longevity . Stops water introsion and protects Critical electrical components • Pre -wired with 18" of valve -control wire . Captive plunger offers easy servicing of solenoid Manual quarter -turn on/off control - Easy installation with no toDl5 required ELECTRICAL SPECIFICATIONS 458200 - Minimum openingioperating voltage; 6 VDC • Maximum recommended voltage: 9 VOC - Coil resistance_ 4.8 ohms nominal • Maximum operating pressure: 200 PSI • Wire leads: 18' of 18 AWG black and red UL-approved wire ESM 03 01 2024 SURVEYED: ESM 10/17/2024 DESIGNED: ESM 01 /08/2025 BML DRAWN: CJR CHECKED: norm ■ By -All IS WE00Sai SCALE: NOT TO SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1. CONFIRM MAINLINE ALIGNMENT, VALVE LOCATIONS AND LATERALS WITH OWNER'S REPRESENTATIVE. INSURE THE LOCATION OF ALL COMPONENTS IN LANDSCAPE AREAS, AND WITHIN PROPERTY BOUNDARIES. 2. VERIFY LOCATION AND DEPTH OF ALL UTILITIES AND SERVICES PRIOR TO INSTALLATION. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN EXISTING SITE CONDITIONS AND PROPOSED DESIGN, PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PERMIT FEES AND INSPECTIONS. 4, MATERIAL SUBSTITUTIONS WILL ONLY BE REVIEWED WHEN REQUESTED IN WRITING. WRITTEN REQUEST SHALL INCLUDE ALL DATA SHEETS AND AN EXPLANATION OF HOW SUBSTITUTED ITEM EXCEEDS THE REQUIREMENTS OR PERFORMANCE OF THE SPECIFIED ITEM. WRITTEN APPROVAL SHALL BE SUPPLIED BY OWNERS REPRESENTATIVE BEFORE CONTRACTOR CAN INSTALL ANY SUBSTITUTED MATERIALS. NO WRITTEN NOTIFICATION IS REQUIRED FOR REJECTION OF REQUEST. 5. USE GALVANIZED PIPE FROM IRRIGATION METER TO QUICK COUPLER VALVE. 6. INSTALL DOUBLE CHECK VALVE ASSEMBLY, PRESSURE REDUCING VALVE, AND QUICK COUPLER IN SEPARATE IRRIGATION BOXES. INSURE POSITIVE DRAINAGE OF WATER OUT OF AND AWAY FROM ALL COMPONENTS. 1. DOUBLE CHECK VALVE ASSEMBLY MUST MEET CITY STANDARDS FOR INSTALLATION. S. USE BRASS UNIONS AT BOTH CONNECTIONS TO THE DOUBLE CHECK VALVE ASSEMBLY. FOR SUPPORT, PLACE A 12" CONCRETE BLOCK DIRECTLY BELOW THE DCVA INSIDE THE VALVE BOX. EXTRA CAUTION SHOULD BE USED WHEN DEALING WITH VERY HIGH PRESSURE. e. USE TEFLON TAPE/ SEALANT ON ALL BRASS OR METAL FITTINGS. 10, QUICK COUPLING VALVE (QCV) TO BE INSTALLED PER DETAIL THIS SHEET. 11, USE PRESSURE REDUCING VALVE, IF REQUIRED, TO ACHIEVE A MAXIMUM OF 60 PSI (OPTIMUM 40 PSI, MIN, 30 PSI) 12, ALL VALVES TO BE INSTALLED IN CARSON IRRIGATION BOXES WITH LIDS (OR APPROVED EQUAL), USE EXTENSIONS WHERE NECESSARY. 13. WIRES TO ELECTRICALLY CONNECT BATTERY -OPERATED NODE BT 200 CONTROLLER TO BOTH VALVES (STATIONS 1 AND 2), EACH VALVE SHALL BE CONNECTED TO A SEPARATE CONTROL WIRE WITH DC LATCHING SOLENOID (HUNTER 458200). 14. TO ENSURE THE DC LATCHING SOLENOID OPERATES PROPERLY, THE WIRES MUST BE CONNECTED CORRECTLY -BLACK WIRE CONNECTS TO THE COMMON TERMINAL INSIDE THE CONTROLLER, RED WIRE CONNECTS TO THE APPROPRIATE STATION TERMINAL. 15. USE WATERPROOF CONNECTORS TO SECURE ALL WIRE CONNECTIONS TO PREVENT WATER FROM GETTING INTO THE STRANDED COPPER WIRES 16. ALL WIRE SPLICES TO BE CONNECTED WITH SILICON WATER PROOF WIRE CONNECTORS WITH WIRES TAPED TOGETHER. 11. LEAVE A MINIMUM OF 12" OF SLACK WIRE AT ANY SPLICE AND CONNECTIONS. 18, MAINLINE AND LATERALS SHALL BE SCHEDULE 40. le. USE PURPLE PRIMER AND WET DRY BLUE GLUE, PVC CEMENT ON ALL GLUED FITTINGS. 20. ALL HEADS SHALL BE INSTALLED WITH SWING ARM SYSTEM, USING SCHEDULE 50 BLACK PVC ELLS AND A MINIMUM OF 1' OF FLEXIBLE POLY PIPE, 21. SLEEVES SHALL BE PROVIDED BY THE CONTRACTOR UNDER ALL PAVEMENT CROSSINGS. PIPE SLEEVES SHALL BE TWICE THE SIZE OF THE PIPE GOING INTO IT. NO MORE THAN ONE PIPE IS TO BE INSTALLED IN EACH SLEEVE. SLEEVES 6" AND LARGER SHALL BE CLASS 200. SLEEVES 4" AND SMALLER TO BE SCHEDULE 40. A SEPARATE SLEEVE SHALL BE INSTALLED FOR CONTROL AND COMMUNICATION WIRES. ANY SLEEVE TO BE INSTALLED UNDER ROADWAY PAVEMENT SHALL BE SCHEDULE &0. 22. FLUSH ALL LINES BEFORE INSTALLING NOZZLES. 23. CONTRACTOR TO PRESSURE TEST SYSTEM BEFORE APPROVAL/ACCEPTANCE, MUST HOLD 150 PSI FOR 5 MINUTES. 24, CONTRACTOR TO PROGRAM CONTROLLER AND ADJUST ALL NOZZLES BEFORE FINAL APPROVAL OR ACCEPTANCE. NOZZLES MUST BE PROPERLY DIRECTED AND ADJUSTED FOR OPTIMUM COVERAGE. 25. CONTRACTOR TO OBSERVE BEST MANAGEMENT PRACTICES AND SAFETY PRECAUTIONS WHEN WORKING WITH HIGH WATER PRESSURE AND/ OR SLOPED SITE CONDITIONS. 4PRCITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 :01 SOPHIE JO SHORT PLAT TEMPORARY IRRIGATION PLAN DETAILS UTILITY PERMIT # DATE: 11/19/24 PACE DRAWING N0: IR-02 SHEET: OF: 23 23