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HomeMy WebLinkAboutzR-4315setLO TMM C'J I O I r) W r-% A T I 1 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: SITE ADDRESS: SITE GROSS AREA: SITE NET AREA*: LAND IN STREETS: PROPOSED USE: NUMBER OF LOTS: LOT 1 SIZE: LOT 2 SIZE: LOT 3 SIZE: EXISTING ZONING: MINIMUM NET DENSITY: MAXIMUM NET DENSITY: PROPOSED NET DENSITY*: MINIMUM LOT SIZE: AVERAGE LOT SIZE: MINIMUM LOT WIDTH: FRONT SETBACK: SECONDARY FRONT SETBACK: SIDE SETBACK: REAR SETBACK: MAXIMUM IMPERVIOUS COVERAGE MAXIMUM BUILDING COVERAGE: WATER & SEWER PROVIDER: SCHOOL DISTRICT: FIRE DISTRICT: 722200-01 10 N/A 22,085 SF 18,006 SF 5.5% (1,218 ST ROW DEDICATION/22,085 SF GROSS SITE AREA) SINGLE FAMILY 3 5,850 SF 6,040 SF 5,940 SF R-8 4 DWELLING UNITS/ACRE 8 DWELLING UNITS/ACRE 7.25 DWELLING UNITS/ACRE 5,000 SF (PERMITTED) 5,000 SF (PERMITTED) 50' (60' CORNER) 20' 15' (CORNER LOTS) 5' 25' 65% 50% CITY OF RENTON RENTON #403 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. 32001 32ND AVE S, STE 200 FEDERAL WAY, WA 98001 (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 ® CONSULTING ENGINEERS LLC 32nd Avenue South Suite 1® I* I QrI Suite 200 Federal Way, WA 98001 FEDERAL WAY (253) 838-8113 www.esmcivil.com LYNNWOOD 425) 2s1 .00 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #41 1-004-023 SOPHIE JO SHORT PLAT ROAD, STORM, SEWER & WATER RECORD DRAWINGS prepared for SCHN ID R HOMES, INC 6510 SOUTHCENTER 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 � M1CHgF� IS WASy�Nco��G -050085 a' �FG/STER�'� SS/ONAL E� (206) 248-2471 prepared by 32001 32N D AVE S, STE 200 FEDERAL WAY, WA 98001 Phone: (253) 838-61 13 A Ir1T1- 1. SEE SHEET 2 FOR HEARING EXAMINER CONDITIONS OF APPROVAL. RECORD DRAWINGS RECORD DRAWING: THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS —BUILT SURVEY PERFORMED BY LANKTREE LAND SURVEYING, DATED AUGUST 18, 2025, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. AS -BUILT ESM 9/10/25 SURVEYED: DESIGNED: BML DRAWN: CHECKED: N0. REVISION BY DATE APPR APPROVED: CONTRACTOR NOTE SHEET NO. 1 2 3 4 5 6 7 - 8 9 10 12 13 - 15 16 17 18 19 20 21 22 23 0 405 J n TH ST LL 515 Z PLIGET 167 S 21 ST ST o 0 z Ld J > SITE w �J w w v) 27TH ST w Q D Cf) 0 SE SE 31 ST �a 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: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 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 SOPHIE JO SHORT PLAT ® CITY OF RENTON ROAD, STORM, SEWER & WATER PLANS • COVER SHEET Planning/Building/Public Works Dept. UTILITY PERMIT # DATE: 02/18/25 PAGE DRAWING NO: COV-01 SHEET: 1 OF:23 LO r co 6 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 — — — — — — ------------------------ — — — — N EXISTING WETLAND FLAG BIKE RACK DEBRIS PILE FIRE PIT BOLLARD HORSE SHOE PIT MAILBOX FEATURES -0- -Q- 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) — 812 812 MILE POST MARKER o❑ PAD MOUNTED TRANSFORMER CONTOUR (MAJOR) -- $ SOIL LOG © POWER VAULT/MANHOLE FOOTING DRAIN FLOWPATH ® Q 5� 5� SIGN ® SIGNAL CONTROL BOX J SPOT ELEVATION 82� X 82� X 1 ® SEPTIC DISTRIBUTION BOX SIGNAL JUNCTION BOX TOP/TOE OF SLOPE -A -------- a----------------J-- CONCRETE SIDEWALK r- :; SANITARY SEWER STUB MARKER POST TRAFFIC PEDESTRIAN POLE rr O CONCRETE BLOCK WALL SV0 SEPTIC VENT TRAFFIC SIGNAL POLE ROCKERY C STORM PIPE INLET/OUTLET TRAFFIC SIGNAL POLE W/LIGHT U) BARRICADE o 0 0 - - 0 STORM DRAIN STUB MARKER POST FIBER OPTIC MANHOLE O BOLLARDS • • • • ROOF DRAIN FIBER OPTIC STUB MARKER POST MAILBOX a W ® CATCH BASIN T& TELEPHONE GUY ANCHOR — DOWNSPOUTS o 0 CABLE TV MARKER POST T-4 TELEPHONE ANCHOR POLE 0— STORM DRAINAGE O CATCH BASIN TYPE 1 W/GRATE 0 ®❑ (D CABLE TV RISER TELEPHONE JUNCTION BOX (UG) U) CATCH BASIN TYPE 1 W/SOLID LID ❑ D, 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) ® 0 YARD LIGHT (UNDER 10' TALL) FIRE DEPT CONNECTION YARD DRAIN ® ® GAS STUB MARKER POST HOSE BIB STORM DRAIN CLEAN —OUT 0 oco 0 0 GAS VALVE IR IRRIGATION CONTROL VALVE STORM DRAIN PIPE D oco OIL FILLER CAP O WATER MANHOLE ROOF DRAIN P& GUY ANCHOR 0 WATER STUB MARKER POST SD SERVICE 6" CPEP WITH 0 866.0 INVERT © END OF PIPE P-O GUY POLE Mw® MONITORING WELL PIV o POWER GRATE O POST INDICATOR VALVE SANITARY SEWER SANITARY SEWER MANHOLE Os ELECTRICAL JUNCTION PULL/BOX SPRINKLER HEAD SANITARY SEWER CLEANOUT 0 ocos 0 ELECTRICAL STUB MARKER POST r WATER VAULT SANITARY SEWER GRAVITY S ELECTRICAL METER WATER WELL SANITARY SEWER FORCE MAIN G — GAS rr— GUARD RAIL —OIL— OIL ter— FENCE, BOARD SANITARY SEWER CAP E P — POWER (BURIED) >< FENCE, BARB —WIRE SANITARY SEWER PIPE — P POWER (AERIAL) O 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 G TV CABLE (BURIED) X— FENCE, WIRE 6" DIA SINGLE SANITARY SIDE SEWER — C TV CABLE (AERIAL) FENCE WROUGHT IRON CREEK OR STREAM CENTERLINE RAILROAD TRACKS FIRE HYDRANT (3 PORT) } — GATE VALVE I I WETLAND WITH BUFFER — _ STREAM WITH BUFFER BUTTERFLY VALVE ►L ►L / — CONCRETE BLOCKING EXISTING PROPOSED T.E.S.C.P. SURVEY WATER CAP n n DOMESTIC / IRRIGATION METER CLEARING LIMITS ® PROPOSED MONUMENT IN CASE TRAFFIC STRAIGHT/RIGHT TURN ARROW BLOWOFF ASSEMBLY X x FILTER FABRIC FENCE FOUND MONUMENT IN CASE STRAIGHT/RIGHT TURN ARROW AIR —VAC ASSEMBLY CUTOFF SWALE @0M PROPOSED MONUMENT (AS DEFINED) LEFT/RIGHT TURN ARROW y♦� REDUCER • • INTERCEPTOR DITCH OO 0M FOUND MONUMENT (AS DEFINED) STRAIGHT/LEFT/RIGHT TURN ARROW `1" �*M `y" Z LEFT TURN ARROW DETECTOR CHECK VALVE - —❑— — — 0— — N.G.P.E. FENCE RIGHT TURN ARROW CROSS �ME ROCK CHECK DAM 4 DELTA STRAIGHT ARROW 1 1 TEE SEDIMENT FILTER (R) RADIAL BEARING < > HANDICAP PARKING c U 90° BEND �D ® STRAW BALE (NR) NON —RADIAL BEARING BIKE LANE coo coo WATER PIPE t — w GRAVEL CONE L ARC LENGTH TRAFFIC SIGN �-► INFORMATION SIGN T T RIP RAP PAD STREET LIGHT $ $ IBM CONSTRUCTION ENTRANCE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �01C*g -4 RECORD DRAWINGS OF WASy�Nco�OG SURVEYED: ®CONSULTING ENGINEERS LLC 32001 32nd Avenue South _ Suite 200 ®I I I m (n DESIGNED: Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 www.esmcivil.com LYNNWOOD (425) 297-9900 �1 DRAWN: O 50085 p �� CJR Civil Engineering Land Surveying Land Planning T Public Works I Project Management I Landscape Architecture ��'�STER �j\ CHECKED: S ESM JOB #41 1-004-023 S�OhIAL N0. REVISION BY DATE APPR APPROVED: SCALE: 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 BLK 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 TIC TOP OF CURB FDC FIRE DEPARTMENT CONNECTION TEL TELEPHONE FG 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 I. C T Y OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOPHIE JO SHORT PLAT LEGEND SHEET UTILITY PERMIT # DATE: 02/18/25 PAGE DRAWING N0: LG-01 SHEET: OF:23 L0 TM co i O i n SSMH W RIM = 210.20 IE = 199.02 S,E IE = 198.92 N 24.9LF 8" PVC @ 2.53% — 0 O �=192.62' �=22 04 22 SSMH RIM = 209.50 IE = 199.75 S J IE = 199.65 N n FOUND CASED MONUMENT 2" PIPE WITH NAIL SET IN CONCRETE ODOWN 0.3 POWER VAULT p rr= ` V 0 vJ O APPROXIMATE LOCATION OF EXISTING 6" SIDE SEWER. W (REC DWG S-039903) INSTALLED 1985 0 -17 I O Q W N)F � hN 7222000141 2109 SMITHERS AVE S Q0 7222000142 2115 SMITHERS AVE S N lO 7222000145 2201 SMITHERS AVE S V) M PROTECT IN PLACE EX CATHODIC TEST STATION 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-)� r CATHODIC TEST STATION rr� �J r rJJ I Rr Sr -RV OIR P,'\ � < w w w w FOUND CASED MONUMENT 2" PIPE WITH NAIL SSMH SET IN CONCRETE S 21 ST ST RIM = 211.08 DOWN 1.0' (NEIGHBORHOOD COLLECTOR ARTERIAL) IIE 1199.98 W S s s N 87°54' 1 6's W 343.81 ' S — 9 f-�, w w W. REMOVE EX 12"0 STORM PIPE S S S — 26.81-F 12" CMP ® 6.75% - P CW 14" DBH CW TAG # 1 1 CW C 9" DBH ---� __ 19 DBH--- --- ____ IE = 205.27 2 -- TAG 12 C P -------- TAG # 18 ... �� ... .. . -- -- e------------- —�... 8 F 233.22' N 87°54' 16" W — CW CW 18" DBH 18" DBH TAG # 10 TAG #20 CW CW 10" DBH CW 18" DBH CW TAG #27 14" DBH CW TAG #20 12" DBH CW TAG #11 8" DBH TAG #23 11" DBH CW TAG # 19 TAG #28 23" DBH CW CW TAG # 15 \ 9" DBH / 8" DBH '& CW TAG # 17 TAG #30 10 DBH TAG # 14 CW 23" DBH L CW TAG #16 V)_--IE = 209.68 18" DBH i-� — - �L=41.02, R=460.00 D �� 4'� 0=5°06'35" CW 8" DBH TAG #2 CW 19" DBH - j TAG # 6 00 CW 9" DBH CW TAG #7 18" DBH TAG # 1 �I o g Cn r.� 4 CB — TYPE I RIM = 211.11 IE = 209.66 N SSMH RIM = 210.91 IE = 201.52 S, E IE = 201.62 N 7222000106 2114 SMITHERS AVE S 0ICHAFz pF WASy�Nc �O CONSULTING ENGINEERS L L C 32nd Avenue South 1 ® 101 1 rn N Suite 200 Suite Call 2 WorkingDays Before You Di fY y g Federal Way, WA 98001 www.esmcivil.com FEDERAL WAY (253) 838-6113 wNNw000 (azs) 297-9900 (v �O � 811 Civil Engineering Land Surveying Public Works 1 Project Management Land Planning I Landscape Architecture 50085 ��C/STER�O G\� s Utilities Underground Location Center S/CNAL (ID,MT,ND,OR,WA) ESM JOB #41 1-004-023 CW 11" DBH TAG #31 �� S _J "O Ir S 88°31' 8" E 28 71' 4' WIRE FENCE 7D LEANING AND RRnKFN - L E G E N D 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 ❑ C WATER FIRE HYDRANT WATER METER J WATER VALVE N I/ TELEPHONE MANHOLE CD > TELEPHONE VAULT 0 / COTTONWOOD TREE CW EXISTING TREE TO BE REMOVED 7222000105 WOOD FENCE E 2120 SMITHERS AVE S / CHAINLINK FENCE l� / 0 0— 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 �J AVE S C) RECORD DRAWINGS W CB - TYPE II RIM = 209.76 IE = 203.51 E IE = 203.46 SW S S- W - FND 1/z" REBAR W/CAP -P� "DMP INC PLS 22952" I 4' WOOD FENCE I 6' WOOD FENCE C' I EX CONCRETE _ RETAINING WALL (TYP) z S 1 °30'33" W 75.40' m I 9888200010 z j 6 2101 BURNETT PL S m 7 6' WOOD FENCE 9888200020 2107 BURNETT PL S S w w FOUND CASED MONUMENT W WITH BRASS CAP SET IN 4" X 4" CONCRETE DOWN 0.3, SSMH RIM = 209.29 IE = 201.64 E IE = 201.54 W S - SCALE: 111 = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' P L r\ r OF' Z TT RS 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 O PROTECT IN PLACE EX CATCH BASIN O PROTECT IN PLACE EX FENCE 07 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. a � w z m II �— —� 212, �� J BENCHMARK W (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 I■1 R-431504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: DATE: so 20" f HORIZONTAL: AL: NAD D1983/1991 S O P H I E J O SHORT R T PLAT DESIGNED: 1988 —20 13) CITY OF oz �s zs EXISTING CONDITIONS FIELDBOOK: RENTON PAGE: DRAWN: CJR & DEMOLITION PLAN DRAWING NO: ONE INCH DATUM r" CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH EX_ O N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY UTILITY PERMIT # SHEET: 4 OF:23 Q 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 rr\ I SO r rJJ I _R L 1S_RV O 1_R Pr\_Rf< J J w — —� — 208 �✓� w v — � S 21 ST ST 2og w w w w �— CATCH BASIN INSET PER (NEIGHBORHOOD COLLECTOR ARTERIAL) (OP cTn PI ANI ') 1 F ' (O nf\l .............................. ........... — _ .................... - LJ .... ................. .. .......... .. ............................. ... ...... ...... ...... -�� ,.......... �� ... ..................... r. ti 0..... - 209 ° �— \/ — _ _ _ > ..>..:.: I. FBI I I 1 ! EXISTING CONCRETE - ------ ----- — — — — I.. ___ _________� — , RETAINING WALL TO � �! -------------------- 0 --b----- — — — ; a f --- - �- - ---,$- ;=T O — — — — — — REMAIN. TO BE FILLED INSTALL TEMPORARY . ' IN ON WEST SIDE. \ ----- i� ---- --------------------- 12"0 CULVERT UNDER CONSTRUCTION o ENTRANCE SEE COR 0 ��00 00 00 00 00 00 00 O� Q 9e88200010 \ STD PLAN 215.10 ON o fo0� o°000 �O f �Ooo �Oo �Oc'0�( I I I ,tog 2101 BURNETT PL S I Oo O Oo OHO 0 Oo°O�Oo°CSC ..... a o O� O �, SHEET GR-03 0 ,o0a0 Oa0 o0a0 o0a0 o0a0 00�0 o0a0 oO�OC� (� 0 C�°O�� °00�0°00�0° ��0° ��0° �00° �00° � o f o O o O Oo00 Oo00 Oo00 000 OOC� PAD=21 1.7 I O o�/ O 0 0o Oo O O O o MOO Q ti�O�oOo°OD o00oo a O O O0 =0 0 0a0Co I I PAD-211.7 0 CONSTRUCTION ENTRANCE PAD=211.5 PER COR STD PLAN 215.10 A ON SHEET GR-03 Y o � 212--��----}-------------------J _ _ - - W.:::..... `L / 9888200020 1 I SILT FENCE PER COR 2107 BURNETT PL S f ( / EXISTING CONCRETE 212 � f ....E ....... STD PLAN 214.00 ON \ c�..... RETAINING WALL TO TYP SHEET GR-03 REMAIN. �- -� 2� ( ) -P r\ r 0 _ / _E r r E R=) Fir 1 L.... C?........ M \ N N +. (o 7222000106 214 / — _ ...L.... i I 7222000141 �... �... / � N N 2114 SMITHERS ` 7222000105 2109 SMITHERS 1 `: : :.... ) 1 AVE S-ti f \ 2120 SMITHERS AVE S / �`� AVE S 216 I CONSTRUCTION SEQUENCE NOTE: REFER TO WET SEASON PROVISIONS ON SHEET GR-02 FOR 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES ADDITIONAL EROSION CONTROL MEASURES THAT ARE REQUIRED SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT FOR WET WEATHER CONSTRUCTION (BETWEEN OCTOBER 1 AND CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON APRIL 30). EROSION AND SEDIMENT CONTROL STANDARDS. 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY OF RENTON. 11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET 2. POST SIGN WITH NAME AND PHONE NUMBER OF T.E.S.C. SUPERVISOR SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SHEETING OR EQUIVALENT. SIGN). 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 3. FLAG OR FENCE CLEARING LIMITS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 4. INSTALL CATCH BASIN PROTECTION ON EXISTING STRUCTURES AS DAYS. SHOWN. 14. INSTALL STORM DRAINAGE SYSTEM WITH TEMPORARY CATCH BASIN 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). PROTECTION. 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 15. EXCAVATE AND CONSTRUCT STORMWATER VAULT. 7. GRADE AND STABILIZE CONSTRUCTION ROADS. 16. INSTALL ALL OTHER UTILITIES, CURB, GUTTER, SIDEWALK AND PAVING. 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE 17. CLEAN DETENTION SYSTEM AS NECESSARY. SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING 18. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN STABILIZED AND SEDIMENT CONTROL BMPS REMOVED IF APPROPRIATE. ANTICIPATION OD SCHEDULED CONSTRUCTION ACTIVITY (E.G., CONCRETE -RELATED PH MEASURES FOR UTILITY, VAULT OR 19. COR INSPECTORS MAY REQUIRE ADDITIONAL TESC MEASURES/BMPS IN ROADWAY CONSTRUCTION.) ORDER TO PREVENT OR LIMIT RUNOFF OFFSITE. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ®CONSULTING 2001 32nd Avenue South ENGINEERS L�// L C Suite 200 1 ® Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 www.esmcivil.com LYNNWOOD (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #41 1-004-023 01 CHA�c� OF WASy�Nco(�G� W50085 N �FG/STERF� G♦��v SS�CNAL RECORD DRAWINGS 1211111111 I0a1IE.9[S A 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 CL z m CITY OF 1051 5R 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 SOPHIE JO SHORT PLAT GRADING & T.E.S.C. PLAN UTILITY PERMIT # DATE: 02/18/25 PAGE DRAWING NO: GR-01 SHEET: OF:23 LO T co I O I r) W I- J n rr 0 ��2 v! 0 EROSION / SEDIMENTATION CONTROL NOTES DocuSign Envelope ID: 6EECFSB6-602A-4E4A-B436-A317AAA638878 EROSION AND SEDIMENT CONTROL IESCI STANDARQ PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CON STRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR, 7. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION SYORMWATER GENERAL PERMIT, IF Fr IS REdUIRE❑ FOR THE PROJECT- THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT - THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILI NG THE ORDERER STEPS THAT SHALI. BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PRDJECT CLEANUP ON 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 PLANS) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWCM} PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE FERMITTEI6. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTIESC SUPERVISOR FOR THE DURATION OF CQNSTRUCTIQN. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE DEGIMNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY K 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 Ti-*ROUGHLY AT THE END OF EACFr DAY- OR MORE FIRE rUENTLY DURING WET WEATHER AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED QFFSITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND. OR TO STORM DRAINS OR OPEN PITCHES. QN,F-SITE: DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TD LAND CLEARING ANDIOR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANDfOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL 8F 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, EPIHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT- 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONOITION8. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC E-APS WILL 8E 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 CONMT10145 THAT MAYBE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 111. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STURMWAkTER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL, 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 18T THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WkTH THE APPROVED ESC COVER METHODS (E.G., SEEDING. MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 11TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24HOURS FOLLOWING A STORM EVENT INSPECTLON 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 ❑OWNSLOPE AND WITHIN 50f EET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF TI+AT EN7ERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERT$ SHALL BE Pr=RIOWCALLY INSPECTED AND REPLACED A9 NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME $HALL $ECNMI=NT ACCUMUL-ATION EXCEED 28 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL 6E CLEANED PRIOR TO PP.VING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE VCowNSTREAM 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 PACIUTY SHALL BE ROUGH GRADED SO Tr+AT IHE BOTTOM AND SIDES ARE AT LEAST THREE FEET A8OVF THE FINAL GRADE OF THE PERMANFNT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING 5TORMWATER FACILITIES OR ON-45ITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING E5C BMPS TO AVCIR SEDIMENTATION AND GOMPADTION DURING CONSTRUCTION, 20. PRIOR TO THE BEGINNING OF THE WET SEASON IOCTQBER IST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS, DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK DF THE BEGINNING OF THE WET SEASON, AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WJLL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST, 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCK E.RIES IN CITY ROAD RIGRTS-OF•WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGWT ,OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILOFNG CODE. UNLESS 0MCkWISr N07D, DRAWING IS NOT TO $CALF (NTSI STD. PLAN - 268.00 WA PUBLIC WORDS EROSION AND SEDIMENT CONTROL PPR URI DEPARTMENT GAZ 9/28/2418 I STANDARD PLAN NOTES ruder wawAmm�xaow ¢ATF 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 2001 32nd Avenue SouthENGINEERS _L L C Suite 200 IS 1+140 Federal Way, WA 98001 FEDERAL WAY (253) 838-8113 www.esmcivil.com LYNNWOOD (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 1. 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. c�_l11111I111111110SIMIV,,IW-A,6vj:4*�ySOF-Al 3�►•,r_a.11111r_vIII .iv_0m111111111111:axa:►vivi11.z lI1111111111_m:4xety]r_va:0_16��_VE2a*061V11311.. 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 Af 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. OICHgFz O P�� OF WACO Sy�N�o�OG 2 m N 50085 STERF'� �sS�ONA L RECORD DRAWINGS NO. REVISION SURVEYED: DESIGNED: BM` 1 DRAWN: CJR CHECKED BY I DATE I AP P R I 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 CITY OF RENTON Planning/Building/Public Works Dept. R-431507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOPHIE JO SHORT PLAT GRADING & T.E.S.C. DETAILS & NOTES UTILITY PERMIT # DATE: 02/18/25 FIELDBOOK: PAGE: GR-02 SHEET: OF:23 L0 TM I O I r) W nJ n rr O r2 V / O W 2 n rO v LL; Li L� 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 U5EQ FILTER FABRIC — $' MAT{. I I 12" lAlfti. PQST SPACING MAY RE kNGREA$ED 4'7e4' MIN. TRENCH TO 13' IF WIRE BACKING 15 USED I I I BACKFILL TRENCH WITH NATIVE SOIL L F OR 3A" TO F-VT WASHED GRAVEL 2'x4" WOOD POSTS. STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1_ CONDITIONSOFUSE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW_ ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS {ASTM D4751 } 34 tW S IEVE SIZE {U.¢D-q.15MM) FOR SILT FILM 5C, 00 SIEVE SIZE {G,34.4,15mmj FOR OTHER FABRICS WATER PERM ITTIVF Y {ASTM D4491 } 0_D2 SEC, MINEMUM GRAB TENSILE STRENGTH (ASTM 64632} 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STIR ENGTH FABRIC GRAB TENSILE ELONGATION (ASTM ❑02IZ) 30%MAX. (WOVEN) ULTRAVIOLET RESISTANCE{ASTM D4355R 70% MIN. 2.2_ STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1 V 2.4_ IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" YRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 0 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 G04CENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND_ 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZA710M OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC {GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS QTHERW15F NOTED, DRAWLNG IS NOT TQ %CALI [NTSI STD, PLAN - 214.00 o PUBLIC WORKS SILT FENCE PR 9/29/2018 1 DEPARTMENT GAZ Futlk wona mmn�xuur DATE LEVEL BOTTOM 2- MIN. -� SWALE SPACING DEPENDS ON SLOPE GRADIENT 2 2 MAX. MAX. 1 �F N OTES: 1, CONDITIONS OF USE 1.1. REQUIRED AT- 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HA V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFRED BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 2fllh:1 V (OR LESS) 3-5% 390 FEET (10 TO 24)H:1V 5-M 2K FEET (A TO IO)H:1 V 1¢25% 100 FEET 12 TO4)H-1V 25-5D% 50 FEET 7. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPE$ STEEPER THAN 2HAV WITH MQRE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY SB QQN$TRUCTFD OR CL09€R $PAGED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANO[OR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLESS OTHERWISE NOTED, DRAWING 7S NOt TO SCALE (NTSI AonSTD. PLAN - 2 17. 10 URUDEPARTMENT GAZ . lk PUBLIC WORKS INTERCEPTOR SWALE PPR 0 9/28/2018 1 Nugv r- wodn admnre— DATE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ® 2001 32nd Avenue ENGINEERS L L C ue South Suite 200 Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 www.esmcivil.com LYNNWOOD (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #41 1-004-023 F7Lti'�L� RQf� R e 2T MIN. - INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"•6' QUARRY SPALLS GEOTEXTILE 12" MIN_ THICKNESS 100' MIN. CONSTRUCTION ENTRANCE NOTES: 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 15, MIN. PROVIDE FULL WIDTH OF RNGRESSIEGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AMC) TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITH IN 1,000 FEET OF THE SITE. 1 2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRA+ICES FOR EACH RESIDENCE IN AOD17ION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGT"IDTH TO PROVIDE VEHICLE ACCESSIPARKING, BASED ON LOT SIZeCONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN} CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS- MIN_ AOS (ASTM 04751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2 DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.S. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL tS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSFECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY BPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARREEV ONTO AAVEME MT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO- RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE 2.5. WHENEVER POSSIBLE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM_ COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 1 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, €XCEPT 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 WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARG♦=D APPROPRIATELY_ WASH WATER MUST BE PUMPED BACK CAM THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(5), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING I$ MOT TO SOALF (NTSI STD. PLAN - 215.10 URPUBLIC WORKS APPRpyEO: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I Fuu,: rv.:h, ad,nixr.ur DATE SECTION A Z"-4' HOCK 12 2 �i L A L • THE DISTANCE SUCH THAT POINTS B 18" MIN_ •f�=rfd' :fl��1 / J .. AAND B ARE OF EQUAL ELEVATION _ nAs BOTTOM OF DITCH SECTION B NOTES: 1. CONDITIONS OF USE 1.1 WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2 TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 6INC#IES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAP41NED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. UNLESS OTHERWISE NOTED. DRAWING 15 NOT TO SCALE (NTSI STD. PLAN - 217.40 w . PUBLIC WORKS DITCH CHECK DAMS PPR 0- 9/28/2018 DEPARTMENT GAZ NUIVFutlk won. omm�ixr.rur GATE MI CH4Fz WAS11 m Qf AT f�F008 G�STERF� ASS/ONAL RECORD DRAWINGS II:4a11[.9[6711 s MAX. DRAINAGE GRATE TRIM GRATE FRAME _ OVERFLOW BYPASS BELOW INLET GRATE DEVICE SEDIMENIT AND DEBRIS RLTE RE D WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOVINI RETRIEVAL SYSTEM (TYP.) �5 If I OVERFLOW BYPASS JYP.) BELOW I NLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DO'M.6.SLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 6. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE, 4. SIZE THE BELOW INLET GRATE DEVICE (81001 FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). S. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WTrHOUT SPILLING THE COLLECTED MATERIAL_ 7, PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION "1.3(15y 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. UMLE5S C11MERWISE NOTED, DRAWING 15 MOT TO SCALE (NTSI STD. PLAN - 216.30 Y PUBLIC WORKS kPpR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 F.m. w„h, mmnlxoux DATE i�_ NIMBI\h A P P R I APPROVED SURVEYED: SCALE: DESIGNED: BML DRAWN: W^^'' R ONE INCH CHECKED: IAT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 1 CITY OF RENTON Planning/Building/Public Works Dept. R-431508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOPHIE JO SHORT PLAT GRADING & T.E.S.C. DETAILS & NOTES UTILITY PERMIT # DATE: 02/18/25 PAGE DRAWING NO: GR-03 SHEET: OF:23 LO T_ (') qt I O qt PUBLIC I PRIVATE 0 J In rr O rr2 VJ O w 2 II O U) A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM ' I ICID L J r /\ �O r rJJ I RE� RV O IR P,/\Rf< N SAWCUT LINE (TYP) A _ J W DT-01 CB #6, TYPE 1 (PRIVATE) STA=102+06.53, 23.00' RT (CENER) > 147 LF, 12"� ADS W/ THRU CURB INLET 16' WIDE DRIVEWAY Q @ S_ 0.52% (PRIVATE) W/TRASH GUARD PLUS ENTERANCE PER COR STD PLAN CB #2, TYPE 1 STA 101 +86.99, 24.68' RT 104.4 ON SHEET DT-03 o STA 100+24.55, 13.75' 193 RT LF, 12"0 ADS _,�, o� Zo �,' T - - - © S-1 .02% I I W + �''�- w _ w_ I I - W ' CB #5 TYPE 1 (PRIVATE) I I I I CB #1, TYPE 2-48"0 „ W/ SOLID LOCKING LID 87 LF, 12 0 ADS S 21 ST ST '10- -� I I STA 100+38.81 , 21 .97' RT SEE SHEET DT-02 FOR RECESSED I I STA 102+19.35, 15.64' RT © S=0.36% n 68 61�rb, 22.22-R-T CURB DETAIL I I 1 02 + 1 56 1 c nn' RT 101 +00 _ 1 102+00 103+00 I 0 0 0� 100 00 o S--�— e--a- r �� S S S 0� 0 0 0 I 1 �• I I I I I I I EX CB 3L_L_ an�L_l rn-v/-1 I LI-, IL 0 AU5 ® ��� I �2p� Ly Lr, IL w h\vJ , ,� �. P @ S=0.70% 23 LF, 12 0 ADS © S=0.38% SEE SHEET DT-02 0% @ S=7.35% - _ FOR SIDEWALK ------------ ` / -- -- - A ----------- - ----- CONNECTION DETAIL ----------- ------- CONCRETE PAD SEE NOTE 3 THIS SHEET SEE SHEET FR 02 'Z TRACT A 6'°D ROOF DRAIN c� 3 08 SEE SHEET DT-02 FOR \ I I I (PRIVATE) I O 9888200010 S=2 0% MIN (TYP) PAD 21 1.7 2 10 1 BURNETT PL S CURB RAMP DETAIL I \ I I SEE SHEET PN-01 1 \ FOR TRACT I CB #7, Type 2-54" 0 PAD=211.5 2 I IMPROVEMENTS W/ SOLID LOCKING LID I I I STORM CLEANOUT (TYP) SEE PAD=21 1.7 I I III CONTROL STRUCTURE DETAIL ON THIS SHEET I ` .. I STA 102+18.96, 44.66 RT N I� O O N N N Weil 220 � INT STA 100+00.21, S 21 ST STREET = STA 201 +29.39, SMITHERS AVE S 215 210 205 200 195 190 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,Wr,ND,OR,WA) I UUfiUU - V-) rn n Ln 00 Inn Ln . CO 00 O O -0 O __ O O _ N N N N N N N N N N N LL PROPOSED FLOWLINE ELEVATION EX GROUND ELEVATION @ R/W ( ( to O r ro 0 + o O � � O N II II _ > QLLI J cn w a- I 147 LF, 12" 0 SD ® S=0.52% (PRIVATE) LnN �r- I )N �r- O�r- I�r- N O O r U-)00 1`000 I 00 O O N r- OtoOto NN O O13� O N0 O O CD O O O NN NN NN NN NN NN N0 N N N Ln LO N 00 O O r- + o N I I O N w II > w �_J cn w a- > > a- a- 23 LF, 12" 0 SD © S=7.35% 193 LF, 12" 0 SD ® S=1.02% O O o� r PROPOSED FLOWLINE GRADE r+ a'o IO N EX GROUND @ R/W II II Q w w 129 LF, 12" 0 SD S=0.38% II — — L J- - EX WATER MAIN (TYP) [CB 87 LF, 12" 0 SD 5 TYPE 1 PRIVATE @ TG=210.56 EX SANITARY CB 1, TYPE 2-48" 0 IE=206.96, 12"0 E SEWER (TYP) W/ SOLID LACKING LID TG=210.76 �-16-68 EX CB IE=203.81, 12"0 W TG=209.68 99.75 IE=203.81 , 12" 0 S IE=203.50, 12" 0 W ''-0� CB #2, TYPE 1 IE=203.81, 12" 0 E LA L TG=210.58 7 EX IE=23.46 NW IE=207.16, 12" 0 SW 1n� CB 6, TYPE 1 PRIVATE CONNECT TO EXISTING CATCH BASIN. IE=205.78, 12" 0 E-2 5.91 W/ THRU CURB INLET CONTRACTOR TO VERIFY LOCATION, W/TRASH GUARD PLYS SIZE, TYPE AND DEPTH PRIOR TO TG=210.84 CONSTRUCTION AND NOTIFY ENGINEER IE=206.19, 12" 0 W �$6.60 OF ANY DISCREPANCIES. IE=206.19, 12" 0 S IE=203.50, 12"0 W EX IE=2 3.51 E `7u iF7-2 3.an c\ni --CONNECT TO EXISTING CATCH BASIN. III\ 41 C*q ®OF WA �0 CONSULTING ENGINEERS L L C �Q� NET G 32001 32nd Avenue South I ® I I COI Suite 200 m N Federal Way, WA 98001 FEDERAL WAY (253) 636-6113 �y www.esmcivil.com LYNNWOOD (425) 297-9900 -0 Civil Engineering Land Surveying Land Planning A ,p 50085 Q �� Public Works I Project Management I Landscape Architecture Fc1STERF' ESM JOB 41 1-004-023 ASS/ONAL RECORD DRAWINGS Iu�tuU RECORD DRAWING: THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PERFORMED BY LANKTREE LAND SURVEYING, DATED AUGUST 18, 2025, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. AS -BUILT ESM 9/10/25 SURVEYED: DESIGNED: BML DRAWN: CJR CHECKED: N0. REVISION BY DATE APPR APPROVED: UJtUItONTRACTOR TO VERIFY LOCATION, SIZE, TYPE AND DEPTH PRIOR TO SCALE: 1 "-20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M W*1461 220 215 210 205 200 195 190 103+80 • CITY OF RENTON • Planning/Building/Public Works Dept. n SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' SCALE: 1 "=20' HORIZ. 1 "=5' VERT. NOTES: 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 V L_ L"P•11 V L/ V I CLEAN -OUT DETAILS NOT TO SCALE R-431509 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: SOPH I E JO SHORT PLAT 02/18/25 S 21 ST ST FRONTAGE PLAN & PROFILE FIEL PAGE: DRAWING NO: FR-01 UTILITY PERMIT # 1 SHEET: 9 OF: 23 Q ^J n I O 2 0 O W 2 n rO U) A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM DETENTION VOLUMES (LIVE STORAGE) MODELED 10,308 CF (0.237 AC -FT) PROPOSED 10,315 CF (0.237 AC -FT) X I O STORM CLEANOUT 6" PVC -------------------- RIM=213.67' ---- IN I�.. CB #7, Type 2-54" 0 STORM STUB W/ SOLID LOCKING LID I 215.88' - - - - - - - - - - - - - - - - - J CONTROL STRUCTURE I / I 5' STORM EASEMENT nn n ten_ 44T STA 102+18.96, 44.66' RT_ TG=211.77 I v I B STONERIMETER --------- -- - - - IE=203.92, 12"0 184.25 , C I U) I IE=203.92, 12"0 3- i 29 LF, 12"O SD 212 A CB #1, TYPE 2-48" 0 I ® S=0.38% I IE=204.25', 12" 0 W/ SOLID LOCKING LID I o 212.30 STA 102+ 19.35. 15.64' RT • I • TG=210.76 - 211.74 ........ ..21.1.38 IE=203.81, 12" 0 _ IE=203.81 , 12" 0 203.97 I RIM=21 1 .47' IE=203.81 , 12"0 I, I GRAVEL=203.47 - - - % / 1 r_ nn' R+ I - 212.00 I CB #8, TYPE 1 IE=207.50, 12" 0 ; W/TRASH GUARD PLUS RIM-211.94 / N GRAVEL=203.49 �1021 11 T45.� 7' R4 STA 102+1 1.19. 45.33' RT I I o TG=211.39 _�I�� I • + IE=208.54 08..50 I I 211.68 • I o i s 211.54 : • I, I IE=204.50, 12"0 212.22 />< • I I v�^ rJ Ir N I U) I S 21 ST ST ROW CB #6 cal- cu��T �0_01 J XX J 23 LF, 12" 0 S © S=7.35% 29 LF, 12"0 SD ® S=0.38% ! .BE)% CB #1, TYPE 2-48" b W/ SOLID LOCKING LID TG=210.76 IE=203.81, 12"0 W )03.97 IE=203.81 , 12"0 S -'93.97 E=203.81, 12" 0 E ?03- 97 CB 6, TYPE 1 PRIVATE W/ THRU CURB INLET W/TRASH GUARD PLUS TG=210.84 210.83 IE=206.19, 12" 0 W 2B6.00 IE=206.19, 12" 0 S 206.00 I I B 5 STORM EASEMENT ' tea. 23 IF, 12"0 SID $=7.35% 16" MAINTENANCE PORT (TYP OF 3) j : I RIM=211.70' Ff GRAVEL=203.45' STORM STUB C? i I i i ;F 215.90' STORM CLEANOUT 6" PVC 'tea0 I I RIM=212.65' 2 II 6" 0 ROOF DRAIN © 2.0% (TYP) R/W CB 8, TYPE 1 o Q W/TRASH GUARD PLUS Y w I TG=21 1.39 Q o I IE=208.54, 12" 0 268.50 „ m U) 12 STONE TOP LAYER 5' MIN FINISHED GRADE L 21 1.70 TOP OF LIVE STORAGE=209.5 BOTTOM OF LIVE STORAGE=204.25 ----- IN LET ---------- -------------------- ----------- - ---- ✓---- E=207.5O, 12"0 RAINVAULT Ln - - - `l' - - 7.5" 4 cfl U-) INLET FREEBOARD IE=204.50, 12" 0 203.48 203.48 4" STONE BTM LAYER 58'-1" CB #7, Type 2-54"0 W/ SOLID LOCKING LID CONTROL STRUCTURE TG=21 1.77 J IE=203.92, 12" 0 204.25 IE=203.92, 12"0 5 ®CONSULTING e So hENGINEERS L L C 32001 32nd Aven Suite 200 Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 www.esmcivil.com LYNNW°°D 425) 2s -ss°° 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. IS WASIgl CO i0n N �O 50085 Tess DI S LR��G�� NA 5' MIN EXISTING GROUND 212.05 o REFER TO RAINVAULT SHOP o- DRAWINGS FOR o SYSTEM DETAILS 2' STONE PERIMETER 7222000105 2120 SMITHERS AVE S 5' STORM EASEMENT LOT 2 2' STONE PERIMETER RECORD DRAWINGS RECORD DRAWING: THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PERFORMED BY LANKTREE LAND SURVEYING, DATED AUGUST 18, 2025, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. 0 203.48 SCALE: 1' = 10' 10 5 0 10 20 CONTOUR INTERVAL = 2' 38' TRACT A TOP OF LIVE STORAGE=209.50 BOTTOM OF LIVE STORAGE=204.25 212.00 12" STONE TOP LAYER 212. 0 �` UspO:.Qsp. �. ------------------------ Jr, -----_--------- ----- - eo RAINVAULT o . eo FREEBOARD o. 4" STONE BTM LAYER 32'-10" 0. 36'-10" AS -BUILT ESM 9/10/25 SURVEYED: DESIGNED: 8ML DRAWN: CHECKED: IN 0. REVISION BY DATE APPR APPROVED: SECTION B-B SCALE: 1"=10' HORIZ. 1 "=5' VERT. SCALE: 1 *=209 HOR ZON AL N 11983/1991 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4"0 ELBOW (TYP) REMOVABLE WATERTIGHT COUPLING OR FLANGE - 2' MIN- CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS - 2'MIN, "l A ,� ■ - ELBOW RESTRICTOR, SEE DETAIL AND NOTE 10 - IE #2: 206.62 206.95 IF 43: 207.42 207.75 6" MIN- -TORIFICE #2: 33/64" 0 6"MAx. ORIFICE #3: 5/8 0 PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED. SEE NOTE 3 ELBOW RESTRICTOR DETAIL ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER 1 � I I A 1 - iI J ,1 � / ANGLE AS J NECESSARY. / SEE NOTE 7 Fl 2' MIN, ELEVATION PER PLANS 12" MIN. UNDER PAVEMENT 16' MAX- PLAN VIEW FRAME & SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS PER STD, PLANS 204.40 AND 204,60 6" MIN. DESIGN WATER ELBOW RESTRICTOR, SURFACE SEE DETAIL AND NOTE 10 HANDHOLDS. STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 6 12" (TYP-) 1.5 x D SEE NOTE 9 (TYR) MIN- 2' MIN- D ISOMETRIC i OUTLET PIPE, SEE INLET PIPE NOTES 1 & 5 2' ❑ MIN. SHEAR GATE WITH CONTROL ROD FOR INVERT AND GLEANOUTIDRAIN (ROD BENT AS REQUIRED ELEVATION PER PLANS FOR VERTICAL ALIGNMENT WITH COVER] 12" SECTION OF PIPE ATTACHED BY PER STD. PLAN 237.30 GASKETED SAND TO ALLOW REMOVAL 2 MIN. 12" WELDED RESTRICTOR PLATE WITH ORIFICE DIA AS SPECIFIED, SEE NOTE 10 RESTRICTOR PLATE SECTION A NOTES: W/0.45"O ORIFICE 1. USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN. EL=201 .92 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL. OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 4- FRAME AND LADDER OR STEPS OFF -SET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B- CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C_ FRAME IS CLEAR OF CURB, 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH Q.D. EQUAL TO CONCRETE PIPE I.D. LESS 114". 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. S. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9, WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10, IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED- UNLE55 OTHERWISE NOTED. DRAWING IS NOT TO SCALE {NTS) STD. PLAN - 237.00 ■ PUBLIC WORKS FLOW CONTROL STRUCTURE ' ADOMWenedby: 3!� DEPARTMENT RESTRICTOR TEE Martin Pastucha 8/13/20 Mj9�f3A4sD.. DATE 5' STORM EASEMENT LOT 3 I FINISHED GRADE EXISTING GROUND REFER TO RAINVAULT SHOP DRAWINGS FOR SYSTEM DETAILS -203.48 • CITY OF RENTON NbaE."R 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-43151 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOPHIE JO SHORT PLAT VAULT PLAN UTILITY PERMIT # DATE: 02/18/25 FIELDBOOK: PAGE: DRAWING NO: PN-01 SHEET: OF: 11 23 LO TM c" J O i 0 W Q J n rr O rr= v! O IJJ 2 n O Q Z J CROWN OF EX PAVEMENT EX OF R/W R/W 1 VARIES 34.70' TO 44.67' I e I 23' 40' 19' f 15' 8' 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�_ 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 I. LOT 3 VARIES EX PAVEMENT (TYP) I 1'f TO 5'f 0.50'— VARIES VARIES VARIES 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 SMITHERS AVE S (RESIDENTIAL ACCESS) SCALE:1 "=5' PROPOSED 38' TRACT A 16' i i 8' LANDSCAPE 1.5% MIN VERTICAL CURB & GUTTER SEE PAVING SECTION THIS SHEET 3' 2.0% 1 SEE PAVING SECTION 4"x3' ASPHALT THIS SHEET WEDGE CURB ENGINEERS L L C ®CONSULTING 2001 32nd Avenue South Suite 200 Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 www.esmcivil.com LYNNWOOD (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB # 1938-001-016 SECTION C-C TRACT A (JOINT USE DRIVEWAY) SCALE:1 "=5' � MI CHgF� � P�� OF WASy�Nco��C' 2 m -0 A�.n �085 F c� sTERF'� ASS/CNAL E� i 5' I SIDEWALK RECORD DRAWINGS li•[�>A 1.5% 0 n&VI6 ONO LOT 2 PROP R/W EX R/WI PROPOSED 1.5' R/W DEDICATION SIDEWALK i 1.5% ?'7 BY I DATE SURVEYED: DESIGNED: 8ML DRAWN: CHECKED: AP P R 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 SURFACIN( TOP COURSI 4" CRUSHED SURFACIN( BASE COURSI 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 D D I\ /ATC 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 D 1557) R-431512 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOPHIE JO SHORT PLAT ROAD CROSS SECTIONS & DETAILS UTILITY PERMIT # DATE: 02/18/25 PAGE DRAWING NO: DT-01 SHEET: OF: 12 23 LO TMM (') I O I r) W 1 Q J n rr O r2 v O W 2 n rO v A > CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH A NOTES CURB RAMP WIDTH SEE CONTRACT PLANS CURB RAMP WIDTH 4' - 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING I WIDTH - SEE CONTRACT PLANS Y 1 GRADE BREAK 1 2. Where "GRADE BREAK°' is called out the entire length of the grade break LANDING GRADE BREAK SEE CONTRACT PLANS a 4' - 0" MIN. CURB RAMP SEE CONTRACT PLANS ^° CEMENT CONCRETE N - W MIN. SIDEWALK - SEE NOTE 5 GRADE BREAK between the two adjacent surface planes shall be flush. 1 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 1 PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2' - 0'° SIDEWALK - SEE NOTES (TYP.) SEE CONTRACT PLANS MIN SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan � 4° - D )MIN. PLANS`p 4' - 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) 3/8" EXPANSION BUFFER WIDTH n MATCH Pedestrian Curb details. 3/8°' EXPANSION i JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-3D.1D TO CURB RAMP DEPTH (TYP.) 5. See Standard Plan F-30"10 for Cement Concrete Sidewalk Details. Bee JOINT (TYP.) - SEE I U I Contract Plans for width and placement of sidewalk. I w STANDARD PLAN F-30.10 J GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF 6. The Bid Item "Cement Concrete Curb Ram T does not include the '� p Yf� -" GRADE BREAK PRESENT OR TO BACK OF CURB (iYP.) m " adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian ........ SEE CONTRACT PLANS ;,U�; Curb, or Sidewalks. .. � * ............. i� .... . ...... 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, J 9 AND GUTTER 4 SEE NOTE 4 AND GUTTER F PEDESTRIAN CURB - SEE (NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a I DETECTABLE WARNING SURFACE - SEE NOTE 4 I single constant slope from bottom of ramp to top of ramp to match into FACE OF CURB SEE STANDARD PLAN F�6.10 DETECTABLE WARNING SURFACE a the landing over a horizontal distance of 15 feet. Do not include the FACE OF CURB SEE STANDARD PLAN F-45,10 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER ^ DEPRESSED CURB AND GUTTER 6. Curb Ramps and Landings shall receive a broom finish. See Standard TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. L9. Pedestrian Curb may be omitted if the ground surface at the back of the LU Curb Ramp and/or Landing will be at the same elevation as the Curb 2 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-3D.1D Ramp or Landing and (here will not be material to retain. z FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE IU LAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR R LEGIEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION 4'- O" MIN. 16 - Or'MAX. (TYP.) GRADE BREAK A 1.5 ORRECOMMEND D FOR DESIGNIFO MEWORK (2% MAX.)E SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE ro 5.0% MAX. OR FLATTER RECOMMENDED FOR SEE STANDARD PLAN F-30.10 * G GRADE BREAK DESI DESIGN/FORMWORK (8.3% MAX.) TOP OF ROADWAY 9 5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (10% MAX.) T ' qa LANDING CURB RAMP - DEPRESSED CURB AND GUTTER - � 1 SEE STANDARD PLAN F-10.13 SECTION (A ] CEMENT CONCRETE CEMENT CONCRETE CURB RAMP'TYPE CEMENT CONCRETE CURB RAMP "TYPE SEE NOTE 4N CURB PERPENDICULAR "A" PAY LIMIT SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT SEE NOTE fiPEDESTRIA�NAL DETECTABLE WARNING SURFACE - + f' lclkr-ti ua SEE STANDARD PLAN F45.10 r JW 24 201a 7:21P AM 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL (Il ) SEE NOTE 4, LIMIT OF PIPE ZONE PIPE-- BFnniun er,in BACKFILL, SE FOUND LEVEL FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 6 ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT ®GRAVEL BACKFILL FOR PIPE ZONE BEDDFNG (YYSDOT 9-03.12(3j) OR MAINTENANCE ROCK (WSDQT 9-W.W4)j FLEXIBLE PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2. FIAN➢ TAMP UNDER HAUNCHES. g. DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. SEE STANDARD WSDOTfAPWA SPECIFICATIONS SECTION 2-09A FOR TRENCH WIDTH. 5. PIPE ZONE REDOING AND BACKFILL MATERIAL SHALL BE PLACED IN 6- LOOSE LAYE RS AND COMPACTED TO 95% MAXIMUM DENSITY. S. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR. B PER STANDARD W51307IAPWA SPECIRCATI DNS SECTION 9-03-17. PIPETYPE MINIMUM COVER (FT) PUBLIC? PRIVATE? ALLOWED INZONE I OF THE APA? LINE GORRUGATED POLYETHYLENE PIPE (LCPEI 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL 2.0 YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.0 YES YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HOPE) 2.0 YES YES YES POLYPROPYLENE PIPEIPP) -DUAL WALL 2.0 YES YES YES MINIMUM DISTANCE DIAMETER BETWEEN BARRELS 12" TO 24" 12" 30"TO96, DLAMETER13 102, TO 18O, 48' U NLES50THERWISE NOTED, DRAWING 15 NOTTO SCALE (N15) STD. PLAN - ZZ0.10 � PUBLIC WORKS PIPE ZONE BEDDING AND 6&R9U4ikd hY: 111 DEPARTMENT COMPACTION - FLEXIBLE PIPE actin Pastucha 8113120 N439V It a6BFW&rWB9WD.. DATE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ®CONSULTING 2001 32nd Avenue SouthENGINEERS _L L C Suite 200 1 ® I + 1 1 Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 www.esmcivil.com LYNNWOOD (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #41 1-004-023 ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT S 21 ST ST BEGIN TRANSITION TO EXISTING CURB AS NEEDED PERPENDICULAR CURB RAMP STANDARD PLAN rP .15-03 SHEET 1 OF 1 SHEET 209.76+ MATCH EX FLOWLINE ELEVATION 8' + 100+00 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 J 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 210.25 f 5' EX SIDEWALK MATCH BACK OF EXISITNG SIDEWALK 8' PLANTER 4.2% 210.03 f 210.29 it MATCH BACK OF EXISITNG SIDEWALK 1.5% 210.44 N1 OI 8' SIDEWALK 210.55 2.1 % 1-1-210.26 PROTECT IN PLACE EX WALL ■ � INT STA 100+00.21, S 21 ST STREET STA 201 +29.39, SMITHERS AVE S O CURB FLTABLE BCR 1/4 0 1 /2 p 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' r-16' ( D1 S 21 ST ST STA 100+35.32, 23.00 RT �°I° E L= 210.50' o• ° DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 0 A 8' SIDEWALK )� O i89 o� 0 � , (J o 6 QH / o �4' 4 �O R=10' PROPOSED STOP SIGN. REFER TO SHEET CH-01 FOR DETAIL 1.5% M�(00� �Cb JYJ�h 01 5' SIDEWALK �����,`� i CURB RAMP/CURB RETURN DETAIL SCALE: 1 "=5' CB #6, TYPE 1 (PRIVATE) W/ THRU CURB INLET W/TRASH GUARD PLUS STA 101 +86.99, 24.68' RT STA 101+82.91, 23.00 RT EL=210.90' 45' 45' 3.5 3.5' 4' 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 CONNECTION DETAIL SCALE: 1 "=5' MICHgE4 RECORD DRAWINGS � OF WASy, SURVEYED: SCALE: 1988 DATE: AS SHOWN HORIZONTAL: NADD1983/1991 CITY OF SOPHIE JO SHORT PLAT 02/18/25 NDESIGNED: �F FIELDBOOK: BML RENTON DETAILS DRAWN: p PAGE: CJR DRAWING NO: 50085 �Q ONE INCH DATUM G/STER CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. OT-02 APPROVED: NO. REVISION BY DATE APPR SCALE ACCORDINGLY UTILITY PERMIT # SS70NAL ��G IF NOT ONE INCH SHEET: OF: 13 23 LO T_ �'yJ � (• O 0 W 1 Q ^J n rr O r2 v O W 2 n rO VJ Q Z L, FACE OF CURB 5 V2' t- 1,2" R. ti Ilk 1:24 I I TOP OF +a 112" R. ROADWAY ram. 1 1 � ( 1' - B. CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 lr2"F_ FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE { 12 t:24 TOP OF Ir2' R. ROADWAY I DEPRI S IOU CURB SECTION AT SIDEWALK RAMPS • r D „p 1,J r r .10 y - PREMCILUED JOINT FILLER E FULL -DEPTH EXPANSION JOINT fi" _ CEMENT CONCRETE V R SIDEWALK RAMP VARIES OR LANDING FROM Ir G'TOO I r 318" PRENICLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 02- y SEE DEPRESSED CURB DETAIL THIS SHEET 1,24 TOP OF 112" R- ROADWAY 2' l �R I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF AVJACI<NT CURB GUTTER SURFACE �rr 1" R. % I I*R_ BTR- y 5111" T" 1'R_ t YpP OF `O RO,-.DsvAY l r ! y 8 1 A, CEMENT CONCRETE TRAFFIC, CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES; 1. See standard plan$ 102 And 101.1 for curb oxpansian and contraction joint spaUng. 2. Expansion folnL shall he Cult depth, 313" (En.) premolded Joint 1flJer- 3- For Daprossed Monolithr_ Driveway Cutb & Gutter Section, See Sandard Plan 1C4,2 STD. PLAN - 1O1 UDEPARTMENT• PUBLIC WORT CEMENT CONCRETE CURBS '.T M1 141.2 FRAME AND VANED GRATE 2-, 4-, 11', 12-, OR 24- ONE q3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EOUALLY). SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION l #3 BAR EACH CORNER #3 BAR EACH SIDE _ TOP AND BOTTOM ONE *3BAR Ar-RDSS BOTTOM PRECAST BASE SECTION #3 BAR EAC11 CORNER M' (MIN. #3BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION ,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 CGNCRETE 12- ALL METAL PIPE 15, CPSSP'. 12' STD. SPEC. 9-H23 SOLID WALL PVC, STD- SPEC. 9-M.12(1) 15" PROFILE WALL PVC, STD. SPEC 9.05.12(2) YS" ' GORRU43ATED POLYETHYLENE STORM SEWER PIPE NOTES: 1. AS ACCEPTABLE ALTERNATIVES TO T41E REBAR SHOWN IN THE PRECAST BASE SECTION- FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL SE uSE6 WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. A$.AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION. WIRE MESH HAVING A MINIMUM AREA OF D.12 SOLIARE INCHES PER FOOT MAY BE USED. 2, THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 16". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TD 2.S" MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL ANO THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 941.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5'. a. THE FRAME AND GRATE SHALL HE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 111:24V OR STEEPER. G. THE STRUCTURE OPENING DIMENSIONS SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7, ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACE L) USE GROUT TYPE 2 FOR MONSHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2)- 6. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION S44.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINT$. RINGS, RISERS, AND FRAME$. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLE5$ QTHERWI$1; N4TEP, PAWING I$ NOT 14 SCALE Wr$l STD. PLAN - 200.30 ED: CONCRETE INLET GAZ 9/28/2019 1 rud,r woes wmna,rare, nATF 31iir PRFh1OLDED JGMT FILLER (TYP) ✓BEE RQt62 f Br R X 5/W'D DUMMY 0NT A115 111mme CEIIIIS IT 1fC cum Iwo ouTTM �(W FRAMER ORATP F77AW�JJ {1RIL1E SECTION ID GENERAL_ NOTES,, FWM AND GRATE- HDT W=l JMM f" IN IU'L)Ra AHD OUTrHT Rfn Rt3lll ! TOPOF ..-.... . RQAOYAhY e O' rj_'.•' AOJII$fNIEIIITBECT➢DN-Tf4Tld[�LI�EQ n INCUR8APO 191dTERBIQiTFM r • CATCH 9UN-WTT}IGt.XW ..r ti tr. IHCSfIIAJIr�tDG1,JTTpgaoRgl) 1. The Intent of this design is to facllhate the removal of a catch basin Wilk RllWimal dl3tufL floe 4 Of the curb. 2_ The expanslon Joints at the 1 .; adjacent sldowdk shall r,J ;1 r be -adjusted to be In Une with them curb expansion Ants, �T ISO!�ETlf21C VIEW CEMENT CONCRETE CURB SM. PLAN - 101.1 + + PUSLIC WORKS INSTALLATION AT PRO D: DEPARTMENT CATCH BASINS DA n' KAINI �... �EX151ING ASPHF PAVEMENT SAWCUT (SEE NOTE 2) RTERIA 7" HMA (or ACP Class 8) (SEE NOTE 1), OVER 8" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1). QVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER 2. SAWCUT SHALL BE POSITIONEID V -- 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'fHE GUTTER PACE- 5EE STANDARD PLAN FOR CEMENT CONCRETE CURBS. .r I ' 4 * PUBLIC WORKS DEPARTMENT 8 RAISED EDGE DETAUL T-a LEVEL ter• EItTEArro SrDEwALK TRANSVERSE 1' • D' 1' • 0' 17 tITIyR JOIAGS T4INGLUOE RNSED ECCE ROU DING 2.D} SEE RJUSCD EDGE 1' • D• SIDEWALK DETJUL - TInSBHEE ALL CUT MIN. SLOAE V (IN) R. (TYP,) FOR CURB OETArLS � � ' SEE STD Pl,4FJ 1U: 3 a- (IN) PREMOLOED XXNT FILLER TYPICAL INHERE APPLiCA= FOR GURR OLTAILS see STO PL&N 101 ST1NG ROADWAY CRUSHED ROCK ELLS CR(MKED SURFACING TOP COARSE STCI COMPACT TO 95% V 00iFIED PRO TOR IiNN% roc RV;QWRE.MENT WANED 8Y ENGINEER) TYPICAL UNDER ALL CURB, GUTTERa 51D-tAlALR, GSTG UNDER CURB d GUTTER TO SEGTHICKNE59 OR mATCH ; D IrAG R6AO WAY C LnHEO RWK BASE, WHICHEVEA IS GREATER (TYP. FOR ALL CURB LGUTTERI T FINI8KEDGRA6E1-@'4i8E105Y TOP OF CDNCRRE SURFACE 7 • P SIDEWALK ADJACENT TO CURB LAIN FOR CURB DETAILS SEE STd PLAN 18$ 8 RIDGE OR PEDESTRTdH ems- RPuuAID tti' BARRIER - SEE VDEWAL.K 001'IIRACT PLANS 1127(IN) R. F YP.) FLustl � I ux VERTICAL WALL - r- SEE Dr`fAJL L, F 2M' [INl PREMOLDED �V JOINT FILLER ADJACENT TO OURS AND RAILING OR WALL FOR SIDE 9UFFCR $1EhP TREATMENT SIDEWALK SIBEWALK (SEE NOTE 10) SECTION$ ll •(IMR. 1 (TY?.I Isx 111rQ ,,4 `TYPICAL U $IQ E WALK WITH REUSED EDGE PING IY!(IN)R. TM.; -2 n- 1 Tax - FOR CURB OEThIt5 ADJACENT TO CURB r SCE STD PLAN IDL (STEEP FILL SLOPES} f PALL OR #ARWER 111 SrI)EN'NJL 1fT N) R_1 - IINi PREMOLDED JOINT RIMER SIDEWALK ADJACENT TO WALL DETAIL FOR CURB DITTA15 _ 1-s% MIN. a.•!..'* to See STO PLAN 101 r r R TFINISH I{ �,• OMA OR MATCH [ID5TING i-YAUC--SMQD1H TROWELED PFAMEIER FINI$H!p GOALIE 1-1191 BELOWTOP OF CANDRETf SURFACE' FOR PLAnTrNd- FLUSH W PhV .11 �, -• {�'+ I r �.r�.-y/ (InUM AND CUUTTLR SHOWN') ADJACENT TO BUFFER STRIP R. / t FOR CURB DETAILS SEE BID PLAN 101 I � � NOTES 1- Four (DDl D1 the 51dewAlk vridlh $ha4 be the m nimum pedo9Vian S! SLOE CTIC � R accesslhla route r•.r, hoe of verbal ►.: + • r r P and horizontal obstructions.Glatings, Flril EhiHF nN54H]pNiJN80TH ��' '- Access Covers, Junction Bgxas, Cable Vaults, Pull Boxes and Gill -or CURB AND SIDEYIALC NEEM PIAH 101-11 appurtenances wthln the sidewalk ~ 3rs C CONTRACTION JOINT most be flush wlth su rfaca, and match grade or the sidewalk. JOINT AND FINJSH DETAIL �. r ►I'r 2. nnon4tithit Cement COniteteCUrb afld Sldewalk h net permlTted In new For other referenced NOTES see cmftruition, when replacementT Elk STD PLAN 344.2. rtitWitates a Monolithic Cement PREhtULD ` Concrete Curt, build PerwSDDT J91NT Standard Plan F-30.I0-03. Paved surfaces must comply with E FULL-0EPTH 3. Concretcto be4.0WPSI. STD PLAN 102.1 as applicable, EXPANSION JC1NT - +r PUBLIC WORT{ti SM. PLAN1O2 CEMENT CONCRETE i,i,[', DEPARTMENT SIDEWALK f' _ _ - - aarrELLeNw,oE:aeewALYCILAars.- _ ID LF Of PAVE[ oshfmAY RE00RE0 T w e" WSl[7t Jeer rrwr L 1 • Fr'lAY.NS'a1I TQ T,} ,gyp , ;ts[R 5TP PLEA IA: f' ISFE STD Thal 1'7: J 1W EFIrr TE MIX WALM � � r L F7: 3 ; S - m_J1 i 64H rF'1TE L �� i r - i _ CU151ttrJGT�'lJOMT - {E NDTL 1 ff I YEir v C rr11E ER halo Y O I+ 6 nHrJ l O fLT7t'E rTW ' lff rJEt NOTE n a'rtanrur+loN route rTrw I _ 16EE Sr6 F1.Ar1 NZ PLAN VIEW ITYPE C35HONN C1 LC7i C*LNX SIMILAR[ (SEE NOTE 91 . NOj5 -W Uk L P1 MOTE I rTTT, ` . ,rule• - �7 " - y� 1r w1 OtF"ESSFU Gut tM y-m_ r ca+.[RE-T , Yr ErvwrLK n ww nF p I rltEe tATl a LL Lw W - sECTJGiII � � raz rm aN.w,�trlrr r -. pOENghK Mtanl Toy 011PUtL RCe W LOpt LYR , N - �-�rrlflY�rM r,pSlRrl lLOPf 1]. a/r T.r¢nw FxY�WA.Tltr !N !Y .FYYITAW IW MATME f E • - 5E ON I B } MEAMA llAM MA t - L� N-O*w COAdCLTATM SM. PL V - 103 CURE AND GUTTEK � PPRO D: PUBLIC WORKS CEMENT CONCRETE DRIV WAY REPLACEMENT DETAIL Z ` DEPARTMENT ENTRANCE - TYPES CIE, CZBr "sr C38, and C-MAXB (WITH BUFFEIR For NOTES sea STD PLAN 1U4.2 SM. PLAN - 104.4 PPR4IlE D. / R-431514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS �WC*-4 RECORD DRAWINGS pF WASy/N �0 SURVEYED: SCALE: DATE: CONSULTING ® 2001 32nd Avenue South ENGINEERSS L L C - �% VERTICAL: NAVD 1988 83/1 CITY OF ®I I I I m �� WTS HORIZONTAL: NAD 1983/1991 S O P H I E J O SHORT PLAT 02/1 s/25 cn DESIGNED: � DETAILS Suite 200 BM FIELDBOOK: Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 -0 ((� Il MIL ; PAGE: www.esmcivil.com LYNNWOOD (425) 297-9900 �°O 50085 T DRAWN: RENTON �F` �� Civil Engineering Land Surveying Land Planning C'/STCJR ONE INCH DATUM DRAWING NO: Public Works I Project Management I Landscape Architecture Fss/ <�C1 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. DT-03 ``i ANAL IF NOT ONE INCH ESM JOB #1938-001-016 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY UTILITY PERMIT # SHEET: 14 OF:23 L0 TMM co I W 1 1' VARIES 1' 1' MIN I MIN � MIN I MIN SPECIAL NOTE: TT IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH I(I OF THE PATCH SHALL BE EXTENDED TO 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 THE EDGE OF THE SECOND PATCH AND ! •� I SO ON UP TO A TOTAL OF 300 FEET. 1 III TRAFFIC FLOW I .I I I F I 2" HMA I 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 3PR ED DEPARTMENT FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY /o�L 0 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 REMA(NING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR- 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE. AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY 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 AQOITIONAL 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 DEVIA71 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 NOENTLY VERIFY THE ACCURACY OF ALL I.MLFTY LOCAT10N5 SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILFRES 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 NAVD %AND HORIZONTAL DATUM SHALL BE HAD 63 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE N07E D ON THE PLANS. B. ALL UTILITY TRENCH BACHFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2.03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS, ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTDRATION STANDARDS, to- 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 57ANDARE SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A 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 FFITFU WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10. 204.20, 204.X. 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, B17T OUTSIDE OF THE CURBJGUTTER 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 AGCORDANCE 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 MANHOLEICATC -1 BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-CF-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 NLE S5 OTHERWISE NOTED, ORAWING 15 NOT TO SCALE(NT5) STD. PLAN - 267.00 w PUBLIC WORKS SURFACE WATER STANDARD PLAN Baby: DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 FbV•1+iTi•G5$6A9+J0 GATE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ® 32001 32nd Avenue ENGINEERS L L C ue South Suite 200 Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 www.esmcivil.com LYNNWooD (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB # 1938-001-016 VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT Tr 2" - 6" HMA (SEE NOTE 2) 1 EDGE OF PAVEMENT, EDGE 1 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 REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)6 F� + FOR STORM AND WATER PIPE, PER STD PLAN 220.0 • 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 `: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. TYPICAL LONGITUDINAL PATCH' PLAN - 110.1 • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR ('F'I? I;I� DEPARTMENT RIGID 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. 111 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 - B INCH ROCK 14D - TO% PASSING; . 2. 41NCH ROCK 130. 4n PASSING: AND . LESS THAN 2 INCH ROCK 110 - 20% PASSING. IS- FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE; UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO 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 ANDIOR 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 PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED. LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND TH E SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 2159.00. Z5- 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 WI7HIN 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 CONTROL 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-i0.50)- 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINIMANHOLE LIDS, CLEANOU7S, 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. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. W. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1-A2 OF THE RENTON SW'DM- 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 GHECKED 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.W O 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 5CALE (NY Si STD. PLAN - 267.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN &%%9$i¢Bed by: 1ti 3DEPARTMENT NOTES (2 OF 2) artin Pastuch&13/20�0 N4moF Et �86G98B4iQD.. DATE 01CHgFz 0 P�� (S WASy/N�o(OG� m N -0 50085 ass/ONAL RECORD DRAWINGS m REVISION FLOW LL OLIIFALL iO STRFA/,E ❑l1MP NO PDLinTANi3 BOLT -DOWN SLOT SEE DETAIL AND 14OTE 1 s TOP 918" RECESSED LETTERING 24' 7 R 8 EQUAL SPACES IDIRECTION OF FLOW 1 5VMAX. T SECTION A NOTES: 1. BOLT -DOWN CAPABILITY IS REOUIREO 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 ACCEPTTHE 5M'-11 NC x 2' ALLEN HEAD CAP $CREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN BOLES VARIES BY MANUFACTURER- 2 REFER TO STANDARD SPECIFICATION 945.15I2) FOR ADDITIONAL REQUIREMENTS. 3- FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. 1 re 1 114" �I 5A8" I DOLT•DOWN SLAT pETAII SEE NOTE 1 UNLESS CITHERWISE NOTED, DRAWING IS Np1 TO $CALF. (N1':: STD, PLAN - 204.20 ,1 DEPARTMENT PUBLIC WORKS RECTANGULAR VANED GRATE PR � GAS 9/28/201$ 1 Nzalprusk wo.w omm�muwPATE EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT- MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER 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 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 WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF T 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 (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMO-8 SHALL 13E MAINTAINED BY THE APPLICANTIESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAI NTAI MED 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 P:RCMECT. 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 OF THE STATE. S. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFFSRE 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 WOR CONSTRUCTION IS COMPLETE ANO 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 BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF 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, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PITIES, 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 T14E DRY SEASON (MAY 1ST THROUGH SEPTEMBER MTH) 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 REOUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (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 INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL OATCH BASIN INSERTS SHALL BE PERIODICALLY IN SPECTER AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2l3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED 90 THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED QN THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS {AMENDED SOIL$, 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 SEETJEO AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL SE 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 SMALL 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 RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLE5S 01NERW15E NOTF D, DIVA NG IS MDT TO SCALE IN T!„ Aoutbk STD. PLAN - 268.00 k PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR DEPARTMENT GAZ 9/28/2018 1 STANDARD PLAN NOTES Punk wmx Odmnlnr�iu, IIATF SURVEYED: DESIGNED: DRAWN: CJR CHECKED BY I DATE I APPR I APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M RENTO DRAIN 1FZ' LETTERING BOLT HOLES - 3 PLACES EQUALLY SPACED 120' APART ON 23 1ME' DIA. B.C- 11) 1- DIA- PICKHOLE PLAN VIEW L1114"LET7ERING 25' DIA. j z 1 VFr [ _ 8 974- COVER SECTION VIEW 26 1 r2" DLA, 25 114- DIA. COVER BOTTOM VIEW (3) ELT SOC. (ALLEN HEAD) SW-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL t14' DIAL NEOPRENE GASKET V4" 1 1116- F 1 111 B" 61- 8 R 11B" , 23 3W DIA. CL OPEN -:% GASKET GROOVE DETAIL 275116" DrA. 34 V8" DNA. FRAME SECTION VIEW NOTES: 1 ALL COVERS SHALL BE LOCKING LID PER EJ Na- 8717C1 OR APPROVED EQUAL, U NLES5 OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (HITS) STD. PLAN - 204.50 PUBLIC WORKS DEPARTMENT STORM ROUND FRAME (PUBLIC) AND COVER LAP�P.9ww�--' artin Pastucha8/13/2020 18 ... DATE I CITY OF RENTON Planning/Building/Public Works Dept. R-431515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOPHIE JO SHORT PLAT DETAILS UTILITY PERMIT # DATE: 02/18/25 PAGE DRAWING NO: DT-04 SHEET: OF: 15 23 LO TMM (') I 0 i 0 W Q J n O 2 0 O W 2 n O PLANT LEGEND & REPLACEMENT TREE CREDITS A PORTION OF THE PER RMC 4-4-010.F.2.c.11-111, 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.1.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.2.1o, STREET TREES SHALL BE 2" CALIPER DBH MIN. 7fi2EE5- 51FECIE5 FROM CITI' OF RENTON AFFROVED 7REE LIST ,AND/ OR /=NU) NATIVE SPECIES BOTANICAL / COMMON NAME QUANTITY SIZE Zelkova serrata 'Green Vase'/ _1 2" CAL SAWLEAF ZELKOVA LOCATION STREET ROW AND LOTS Celtis occicientalis 'Prairie 4 2" CAL. STREET ROW Sentinel'/ HACKBERRY Rhamnus purshiana/ CASCARA 16 2" CAL. (II) 5'REAR TREE PROTECTION ESMT V o V ;,Ater circinatum 'Sunny Sister'/ 14 2" CAL. (II) S' REAR TREE OVINE MAPLE PROTECTION ESMT Amelanchier alnifolia/ 16 &' MIN. HT. (14) S' REAR TREE WESTERN SERVICEBERRY PROTECTION ESMT Chamaecyparis nootkatensis 'Green le 6' MIN. HT. (12) 8' REAR TREE Arrow'/ ALASKAN YELLOW CEDAR PROTECTION ESMT GROUNDCOVERS- U)ITNIN iR.O.U). PLANTING STRIP APPROX. SYMBOL BOTANICAL / COMMON NAME QUANTITY SIZE 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 48 TDC (MEETS REQUIREMENT) SE 1 /4 OF SECTION 19, TWP, 23 REG, 5 E, WM N,47'IVE ,5PRUBS $ GRCUNDCOVER IN 10' IUIDTN L.ANDSC,AFE SUFFER 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 7 5 GAL. Philaclelphus lewisii/ MOCK ORANGE 10 5 GAL. Mahonia nervosa/ LOUD OREGON GRAPE 30 1 GAL. Athyrium filix-femina/ LADY FERN 2-1 1 GAL. APPROX. QTY. SIZE Fragaria chiloensis/ COAST STRAWBERRY 23& 1 GAL. 24" O.C. TRIANGULAR SPACING Sedum spathifolium/ STONECROP 110 1 GAL. 24" O.G. TRIANGULAR SPACING + + + + + + + Arctostaphylos uva ursi/ KININNICK 151 1 GAL. + + + + + + + 24" O.G. TRIANGULAR SPACING 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 (3O%) = 4 REQUIRED TO BE RETAINED NUMBER OF VIABLE SIGNIFICANT TREES RETAINED = 0, SHORTFALL OF 4 TREES TO BE REPLACED PER RMC 4-4-13OH.1b.v, THE 4 TREES TO BE REPLACED ARE AS FOLLOWS: TREE TAG * DBH TREE CREDIT VALUE 6 19" S 12 le" S 15 2311 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 Liriope muscari 'Silvery Sunproof'/ 83 2 GAL. RMC 4-4-130H.1.b.v, REPLACEMENT TREE CREDIT VALUE TABLE LILYTURF TREE SIZE TREE CREDITS NEW SMALL SPECIES TREE 0.25 Thymus praecox "Coccineus'/ ISO 1 GAL. NEW MEDIUM SPECIES TREE 1 RED CREEPING THYME NEW LARGE SPECIES TREE 2 BLUE FESCUE Elijah Blue'/ 162 2 GAL. TREE PROTECTION PLAN Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) REFER TO TREE PROTECTION PLAN BY ABC CONSULTING ARBORISTS LLC DATED LOW GROWING GROUND n DECEMBER 12, 2023 FOR COMPLETE TREE REPLACEMENT AND TREE RETENTION COVER, TYP. REFER TO W PLANT LEGEND THIS SHEET W W W W DATA. ALL PROPOSED TREES SHOWN ON THIS PLAN ARE SPECIFIED AS REPLACEMENT TREES PER THE REQUIREMENTS OUTLINED IN THE TREE PROTECTION PLAN, A�D% STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT VtC-151UN VA I tV -'K AfIL 4, ZVZ4 RECORD DRAWINGS 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL— RESPONSE TO COR COMMENTS 2 THIRD SUBMITTAL— RESPONSE TO COR COMMENTS LEANNE D. KUHLMAN I NO. CERTIFICATE No. 743 REVISION ESM 03 01 2024 SURVEYED: ESM 10/17/2024 DESIGNED:: ESM 01/08/2025 DRAWN: CJR CHECKED: BY I DATE I APPR I APPROVED PROPOSED MEDIUM MATURE SIZE 10' WIDTH LANDSCAPE BUFFER- TYP. SCALE: 1' = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' EVERGREEN TREE, REFER TO PLANT LEGEND THIS SHEET a a _ a SCALE: 1 »=209 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 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. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM (D CITY OF 1051 5R RENTON Planning/Building/Public Works Dept. R-431516 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOPHIE JO SHORT PLAT FINAL LANSCAPE & TREE RETENTION/ REPLACEMENT PLAN UTILITY PERMIT # DATE: 02/18/25 PAGE DRAWING NO: LA-01 SHEET: OF: 20 23 48 TDC (MEETS REQUIREMENT) SE 1 /4 OF SECTION 19, TWP, 23 REG, 5 E, WM N,47'IVE ,5PRUBS $ GRCUNDCOVER IN 10' IUIDTN L.ANDSC,AFE SUFFER 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 7 5 GAL. Philaclelphus lewisii/ MOCK ORANGE 10 5 GAL. Mahonia nervosa/ LOUD OREGON GRAPE 30 1 GAL. Athyrium filix-femina/ LADY FERN 2-1 1 GAL. APPROX. QTY. SIZE Fragaria chiloensis/ COAST STRAWBERRY 23& 1 GAL. 24" O.C. TRIANGULAR SPACING Sedum spathifolium/ STONECROP 110 1 GAL. 24" O.G. TRIANGULAR SPACING + + + + + + + Arctostaphylos uva ursi/ KININNICK 151 1 GAL. + + + + + + + 24" O.G. TRIANGULAR SPACING 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 (3O%) = 4 REQUIRED TO BE RETAINED NUMBER OF VIABLE SIGNIFICANT TREES RETAINED = 0, SHORTFALL OF 4 TREES TO BE REPLACED PER RMC 4-4-13OH.1b.v, THE 4 TREES TO BE REPLACED ARE AS FOLLOWS: TREE TAG * DBH TREE CREDIT VALUE 6 19" S 12 le" S 15 2311 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 Liriope muscari 'Silvery Sunproof'/ 83 2 GAL. RMC 4-4-130H.1.b.v, REPLACEMENT TREE CREDIT VALUE TABLE LILYTURF TREE SIZE TREE CREDITS NEW SMALL SPECIES TREE 0.25 Thymus praecox "Coccineus'/ ISO 1 GAL. NEW MEDIUM SPECIES TREE 1 RED CREEPING THYME NEW LARGE SPECIES TREE 2 BLUE FESCUE Elijah Blue'/ 162 2 GAL. TREE PROTECTION PLAN Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) REFER TO TREE PROTECTION PLAN BY ABC CONSULTING ARBORISTS LLC DATED LOW GROWING GROUND n DECEMBER 12, 2023 FOR COMPLETE TREE REPLACEMENT AND TREE RETENTION COVER, TYP. REFER TO W PLANT LEGEND THIS SHEET W W W W DATA. ALL PROPOSED TREES SHOWN ON THIS PLAN ARE SPECIFIED AS REPLACEMENT TREES PER THE REQUIREMENTS OUTLINED IN THE TREE PROTECTION PLAN, A�D% STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT VtC-151UN VA I tV -'K AfIL 4, ZVZ4 RECORD DRAWINGS 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL— RESPONSE TO COR COMMENTS 2 THIRD SUBMITTAL— RESPONSE TO COR COMMENTS LEANNE D. KUHLMAN I NO. CERTIFICATE No. 743 REVISION ESM 03 01 2024 SURVEYED: ESM 10/17/2024 DESIGNED:: ESM 01/08/2025 DRAWN: CJR CHECKED: BY I DATE I APPR I APPROVED PROPOSED MEDIUM MATURE SIZE 10' WIDTH LANDSCAPE BUFFER- TYP. SCALE: 1' = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' EVERGREEN TREE, REFER TO PLANT LEGEND THIS SHEET a a _ a SCALE: 1 »=209 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 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. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM (D CITY OF 1051 5R RENTON Planning/Building/Public Works Dept. R-431516 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOPHIE JO SHORT PLAT FINAL LANSCAPE & TREE RETENTION/ REPLACEMENT PLAN UTILITY PERMIT # DATE: 02/18/25 PAGE DRAWING NO: LA-01 SHEET: OF: 20 23 LO TMM C'J I 0 I n LW I I— J n rr O ��2 vJ 0 Uj 2 n O J 4 73 w 2" MAX. 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND _ INSTALL "TREE BOOT" OR LU X "ARBORGARD" IN LAWN AREAS. PLANT TREE P-2" HIGHER THAN IN NURSERY WATERING BASIN AMEND NATIVE SOIL 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 ///� ', SCARIFY PLANTING PIT /// SIDES AND BOTTOM UNDISTURBED GROUND \/j//j '::.`.: x,'•`/ ��//��//� �' ::-!;' \ � b" DEEP, FIRM, NATIVE 12" MIN. FOR WOOD SO 1 L MOUND STAKES 4 IS" FOR REBAR IN HEAVY SOILS, AUCER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL 2x ROOTBALL WIDTH 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 SOIL 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 LIST 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 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 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 2x4 HEM FIR OR CEDAR 1x4 CEDAR ON EDGE 1x6 CEDAR BOARDS 8'-0" MAX. 1 " GAP OUTSIDE INSIDE I / L IVIHR. JY'H1..11N1j 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 (oil NOT TO SCALE PRUNE DISEASED AND BROKEN BACKFILL PLANTING HOLE HALF -FULL WITH NATIVE 601L 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 `—SCARIFY SIDES OF PLANTING \//j�\/j�\ j HOLE, ENSURE ADEQUATE �\\:\\:\\:\\:\\:\\:�\. DRAINAGE 2x ROOTBALL WIDTH FIRM NATIVE 601L MOUND CONTAINER STOCK SHRUB PLANTING DETAIL NOT TO SCALE RECORD DRAWINGS 0 FIRST SUBMITTAL ESM 03 01 2024 SURVEYED: 1 SECOND SUBMITTAL- RESPONSE TO COR COMMENTS ESM 10/17 2024 DESIGNED: 2 THIRD SUBMITTAL- RESPONSE TO COR COMMENTS ESM 01/08/2025 BML DRAWN: CJR CHECKED: N0. REVISION BY DATE I APPR APPROVED: SCALE: a�► (.o'-O'' O.C. (TYP) (0II 2"x4" SPLIT CEDAR RAIL (TYP) 6" DIAM. ROUGH CEDAR POST (TYP) D I 'r/ C 7 f': CONC. FOOTING (TYP) f > f4. I f 1 I 10" * 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 DICE BEFORE LOCATING UTILITIES. 2. SUBGRADES, INCLUDING BERMS, TO WITHIN MOTH FOOT PROVIDED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. 4. ,4PPLY ro" DEPTH TYPIC,4L 3-WAY MIX TOPSOIL IN ALL PLANTING AREAS OR 45 OTHERWISE NOTED. 5. ,4PPLY 3" DEPTH FINE GRADE BARK MULCH IN ALL PLANTING AREAS. 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 IS 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 CONDITIONS. S. ALL PL,4NT MATERIAL SHALL BE DI5E,45E FREE AND ARRIVE IN A VIGOROUS 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 AREAS A MINIMUM OF 12" UNLESS OTHERWISE NOTED. 12. CONTRACTOR AGREES 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-ST 4KED PER THE DETAIL. fro. ALL NEWLY PLANTED TREES SHALL INCLUDE A MULCH RING THAT H,45 A DEPTH OF AT LE,45T THREE INCHES (3") AND IS AT LE,45T THREE FEET (3') IN RADIUS AROUND THE TREE. M. L,4ND5C,4PE CONTRACTOR SHALL MAINTAIN SITE 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 44 CITY OF RENTON DATU M Planning/Building/Public Works Dept. - WIDE GREEN BORDER OUTLINE 1 INCH WIDE BORDER z CIO 0.6 INCH TALL LL 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. 114" 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 24" DEEP 1. PLACE ONE NGPE SIGN AT THE MIDPOINT OF EACH LOT WITH POST SET IMMEDIATELY BEHIND NGPE FENCE. 2. DESIGN AND PROPOSED LOCATIONS FOR SIGNS SHALL BE 4PPROVED BY THE CITY OF RENTON. 3. SIGN SHALL READ- N,4711/E GROUITN PROTECTION E,4SEt' IENT THIS CRI7I0,4L 4RE,4, PL,4N7INC-r 4RE,4, ,4ND UPL,4ND BUFFER 4RE PROTECTED TO PROVIDE LUILDLIFE N,4817,47,4ND 1"1,41N7,41N U),47ER QU,4LI7l: PLE,45E DO NOT DISTURB THIS V,4LU,45LE RESOURCE NGPE SIGN DETAIL NOT TO SCALE R-431517 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOPHIE JO SHORT PLAT FINAL LANSCAPE & TREE RETENTION/ REPLACEMENT PLAN DETAILS & NOTES UTILITY PERMIT # DATE: 02/18/25 PAGE DRAWING NO: LA-02 SHEET: OF: 21 23 Q J n rr O 2 U) O w 2 n O 100+00 I I I W Q TEMPORARY IRRIGATION NOTES 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 TO BE CAPPED AND ABANDONED. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W— iS STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM W WATER MAIN TAP FOR 1-1/2" POLY IRRIGATION SERVICE LINE I 101 +00 POINT OF CONNECTION WITH 3/4" IRRIGATION METER- REFER TO CIVIL PLANS. SEE SHEET IR-02 FOR POC COMPONENTS AND CONTROLLER SPECIFICATION RECORD DRAWINGS RECORD DRAWING: THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PERFORMED BY LANKTREE LAND SURVEYING, DATED AUGUST 18, 2025, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. S 21 ST STREET 102+00 HUNTER 5 X 30 SIDE STRIP SPRAY, J TYPICAL. REFER TO IRRIGATION LEGEND ON SHEET IR-02 0 FIRST SUBMITTAL ESM 03 01 2024 SURVEYED: 1 SECOND SUBMITTAL— RESPONSE TO COR COMMENTS ESM 10/17/2024 DESIGNED: BML 2 THIRD SUBMITTAL- RESPONSE TO COR COMMENTS ESM 01/08/2025 AS -BUILT ESM 9/10/25 DRAWN: CJR CHECKED: NO. REVISION BY DATE APPR APPROVED: SCALE: STATION TAG- TYP. SEE IRRIGATION LEGEND ON SHEET IR-02 no SCALE: 1 if = 101 10 5 0 10 20 CONTOUR INTERVAL = 2' HUNTER 5 X 15 END STRIP SPRAY, J TYPICAL, REFER TO IRRIGATION IN COMPLIANCE WITH CITY OF RENTON STANDARDS LEGEND ON SHEET IR-02 114-9 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 4 R CITY OF RENTON Planning/Building/Public Works Dept. SOPH I E JO SHORT PLAT TEMPORARY IRRIGATION PLAN UTILITY PERMIT # Ih DATE: 02/18/25 PAGE: IR-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 LU n O 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 1" BRASS PRESSURE REDUCING VALVE, IF REQUIRED, L----- I TO ACHIEVE OPTIMUM PRESSURE OF 40 G.P.M. IRRIGATION ZONE SCHEDULE STATION NO. VALVE SIZE GPM 1 111 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 4 2x3 BRASS 3" MAX NIPPLE i HUNTER MP ROTATOR MATCHED PRECIPITATION RATE NOZZLES 6'-12' RADII = HUNTER MP-&00SR-e0 6" HUNTER PRO -SPRAY (PRS 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 1 2.34 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 F 90 ELL PEA GRAVEL O OO n EP10 O 10" SCH. 40 PVC O o0 BRASS NIPPLE O O�O �0�0 O��no'_ O O DO �O CEO BRASS TEE WITH BUSHING AND PLUG CEO O C� U O O 8O O �O 6 �06 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 6 1 2 8 7 10 �:i I k:=1 3 9 4 DETAIL LEGEND: I - O1 HUNTER IRRIGATION CONTROLLER O7 GRAVEL BASE, DEPTH AS (NODE-BT) AND MOUNTING SPECIFIED HARDWARE PER PLAN O8 O HUNTER VALVE PER PLAN FILTER FABRIC O9 O3 VALVE BOX PER PLAN BRICK 10 O4 MAIN LINE PER PLAN FINISHED GRADE O5 MAIN LINE RISER PER PLAN O6 LATERAL LINE PER PLAN 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 TO BE CAPPED AND ABANDONED. 2, WIRING, IRRIGATION LATERALS AND SPRAY BODIES ON SWING JOINTS TO 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 TO ADJUST THE DESIGN AS NECESSARY BASED ON ACTUAL FIELD CONDITIONS IN ORDER TO 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 77 2" DEPTH PEA GRAVEL ����, SUMP FILL BOTTOM OF 1" DIA SCHED. 80 00VI; oov BOX AS REQUIRED PVC PIPE AT 48" oo° o� LENGTH WITH HOLES o° 00 o° ° � STAINLESS STEEL "U" BOLT FOR "U" BOLT / \\�� 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 MAD STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 LEGEND O HUNTER REMOTE CONTROL VALVE (PGV) O7 PVC SLIP (OR FPT) X FPT UNION O2 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 O5 FINISH GRADE AT ADJACENT SURFACE 11 3/4" WASHED GRAVEL - 4" MIN. DEPTH (TURF OR MULCH) 12 IRRIGATION LATERAL © SCH. 80 CLOSE NIPPLE, MATCH SIZE TO 13 MAINLINE AND FITTINGS VALVE 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 ­'11 - IN -LINE VALVE (PGV-101G-DC) WITH UNIONS AND ISOLATION VALVE Solenoids Heavy-duty Hunter 24 VAC or latching solenoids provides dependable operation and long life performance - KEY EY 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 RECORD DRAWINGS 0 FIRST SUBMITTAL ESM 03 01 2024 SURVEYED: 1 SECOND SUBMITTAL- RESPONSE TO COR COMMENTS ESM 10/17/2024 DESIGNED: 2 THIRD SUBMITTAL- RESPONSE TO COR COMMENTS ESM 01/08/2025 BML DRAWN: CJR CHECKED: N0. REVISION BY DATE I APPR APPROVED: SCALE: NOT TO SCALE ll '1P 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. Ia. 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 50. 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. CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOPH I E JO SHORT PLAT TEMPORARY IRRIGATION PLAN DETAILS UTILITY PERMIT # DATE: 02/18/25 PAGE DRAWING NO: I R-02 SHEET: OF: 23 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