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9904 Site Plan (12-8-23)z z r7 PARCEL #: 22719240101 EX. ZONING: INDUSTRIAL EX. USE: COMMUNITY SERVICES RHOTON ROAD BINDING SITE PLAN PORTION OF THE SE 1/4, NW 1/4, SEC 19, TWN.17 N., RNG. 2 E., W.M. CITY OF YELM, THURSTON COUNTY, WASHINGTON SITE DA TA LEGAL DESCRIPTION SITE ADDRESS: 655+/- RHOTON RD. SE. YELM, WA. 98597 THE WEST 220 FEET OF THE EAST HALF OF THE SOUTH HALF OF PAD 3 PAD 2 pqp 1 THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE TAX PARCEL NUMBERS., 22719240201, 22719240203 NORTHWEST QUARTER; GROSS PROJECT AREA: 142,766 SF (3.28 AC) AND THE NORTH HALF OF THE EAST HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE EXISTING ZONING: I - INDUSTRIAL NORTHWEST QUARTER; SETBACKS: TRACT °A' EXCEPT THE WEST 220 FEET, FRONT YARD SETBACK: 15 FEET REAR YARD SETBACK: 15 FEET PAD 6 PAD 7 ALL IN SECTION 19, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M.; SIDE YARD SETBACK: 15 FEET IN THURSTON COUNTY, WASHINGTON. MINIMUM DRIVEWAY APPROACH: 20 FEET PAD 4 MAXIMUM BUILDING HEIGHT' 40 FEET PROPOSED USES: WAREHOUSING, EQUIPMENT STORAGE, LIGHT MANUFACTURING, & POTENTIAL HARDWARE STORE rn nmr„oorn /n^ PAD 5 FO 5/8" REBAR W/0 CAP ON LINE 9.94 WES OF NTH SCALE: 1"=30' 0 15 30 60 VERTICAL DATUM (WSRN) NAVD 88 ESTABLISHED USING GPS RTK ROVER CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK (WSRN) STATIONS CONTOUR INTERVAL=1' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES HORIZONTAL DATUM NAD 83/11 WASHINGTON SOUTH ZONE ESTABLISHED USING GPS RTK ROVER CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK (WSRN) EX. 12" S.T.E.P. PIPE STATIONS (APPROX. LOCATION) --- /\ N \ N 3,3 - - — PROJECT BOUNDARY B L n N I -684 EXISTING CONTOUR z DUILDII�C; PAD 2 \ BUILDING PAD 3 BUILDING PAD I aco z z z 10,407 SF N ----------------- BUILDING SETBACK LINE ' 12, 972 SF � � vX � z ¢ w --- --- PROPERTY ADJOINER LINE FC \ S88'28'18"E 214.77' \\ FC \ FC ST FC \ N - - RIGHT OF WAY LINE ._......................_...._._.. ..-..........._....... - N8828'18"W 340.00' =\' ...._._._._...._._......................_...................._.._.-...................._...................... ..."".... ...._ N882818 W 340.00 1 - RIGHT OF WAY CENTERLINE NN ..... co r- PROPOSED .._........... ......... ...... .... ..... .. W 2 10' (MIN.) a - - TRASH ..... ... .. .. r. ...:. .W.c)--- EXISTING CHAIN LINK FENCE CB#6 S.T ENCLOSURE ' ON CONC PAD ,,� SD PROPOSED 8" DIA ADS STORM PIPE / SS EXISTING SEWER LINE i N8828'18"W 82.00' �' 4: 9Q W w w -- W -- EXISTING WATER LINE i W CB#5 TRACT 'A FM o FM ?---F � FM FM 1 F FM FM CB#i FM PROPOSED SANITARY FORCE MAIN 60,384 SF 3 '0 FM FM SS PROPOSED SANITARY SEWER LATERAL HIGH ' D CB 3 � � / � , � `/ � SSMH#1 W PROPOSED WATER LINE # \ I EXISTING PAVEMENT SURFACE FLOW BUILDING PAD 0- FC SS $ SS FC DIRECTION (TYP.) f PROPOSED CONCRETE PARCEL #: 22719240200 _ %�—� T 10,063 SF 3 ^ I Bt,LILDlA'(i PA 1) 7 PARCEL f{: 64300600700 PROPOSED PAVEMENT EX. ZONING: R6MDR c0 `' 335' n oa EX. ZONING: INDUSTRIAL. EX. USE: RESIDENTIAL d ' 6' �`� %'� in ■ PROPOSED CATCH BASIN M I _ _ _ _ _ _ _ _ _ EX_ USE. MANUFACTURING PROPOSED YARD DRAIN ----- 1 15' BUILDING FC SD - SD" FC ---- ------------ 3 o� C #4 SETBACK w 229.96' 40.00' 40' • PROPOSED SANITARY SEWER MANHOLE u� �BL��ILI)INC; AD l W 193.97' �_ ^ 3 I S88'44'20"E 443.93' ® PROPOSED WATER METER m iy I POTENTIAL SHARED PARKING A PROPOSED FIRE HYDRANT EASEMENT FOR PADS #6 & #7 IF NEEDED FOR PROPOSED FC FUTURE CONNECTION � 60 USES STORM WATER TREATMENT VAULT ru .'/v mm�n ry/r.µa v.nr BY OF C10413CORNER & 0.5' 'INVERTED' DRIVEWAY SECTION A -A 0.5 6" POURED IN PLACE CEMENT CONCRETE CURB (WHERE NECESSARY) N. T. S. 24' 29 (MIN.) 12' 21- (MIN.) PARCEL i#- .22119240300 EX. ZONING: INDUSTRIAL E.X. USE: WAREHOUSEIRV STORAGE TYPE 30 CATCH BASIN 3" COMPACTED DEPTH CL. B ASPHALT/CONCRETE (OR EQUAL) 4" COMPACTED SURFACING TOP COURSE UNYIELDING SUB -BASE (DEPTH PER GEOTECH RECOMMENDATION) CATCH BASIN SCHEDULE CB# RIM INVERTS 1 ±321.25 ±318.25 2 ±333.90 ±330.90 3 ±335.10 ±333.10 4 ±336.60 ±332.64 5 ±336.00 ±332.28 6 ±336.60 ±331.98 NOTE A DEFERRAL OF FRONTAGE IMPROVEMENTS ALONG RHOTON ROAD HAS BEEN REQUESTED IN CONJUNCTION WITH THE BINDING SITE PLAN APPLICATION. $T PROPOSED SEWER S.T.E.P. TANK O 501 X 9'W X 4'D STORM INFILTRATION TRENCH (CONCEPTUALLY SIZED FOR 12,000 SF ROOF & POLLUTION -GENERATING RUNOFF) © 251 X 5'W X 4'D STORM INFILTRATION TRENCH (CONCEPTUALLY SIZED FOR 10,400 SF ROOF AREA) ® 501 X 9'W X 4'D STORM INFILTRATION TRENCH (CONCEPTUALLY SIZED FOR 6,000 SF ROOF AREA & POLLUTION -GENERATING RUNOFF) ® 351 X 5'W X 4'D STORM INFILTRATION TRENCH (CONCEPTUALLY SIZED FOR 15,000 SF ROOF AREA) NUMBER 9904 I U J J vi W rn �nLn 'b 00 Oma J N Q W O � p N LLj O L.Liz clo CL 12/8/2023 DATE 12/8/2023 DRAWING N0. [CVR 9904BASE HEET 10F i