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HomeMy WebLinkAbout23681-M-EXH-Plot Plan-HS 21-2026-04-22CERTIFICATE OF AUTHORIZATION CORESTATES, INC. NO. 3132 WASHINGTON, ENGINEERING 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com Sheet Job Number of Date Drawn Scale 4/22/26 1"=20' Pplaza P: \ 2 3 0 0 0 s \ 2 3 6 8 1 \ l o t \ 2 3 6 8 1 - C E N T U R Y - P l o t P l a n s . d w g 4/ 2 2 / 2 0 2 6 4 : 5 7 P M PP L A Z A NOTE: FLAT WORK IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. FINAL CONDITIONS MAY VARY. SEPARATION NOTE: ANY PORTIONS OF STRUCTURES WITH LESS THAN 10-FEET OF SEPARATION SHALL BE FIRE RATED. BUILDING SETBACKS: FRONT/GARAGE: 15' SIDE: 5' REAR: 25' =INSTALL TEMP. CONST. ENTRANCE =INSTALL TEMP. SOIL STOCKPILE UE =UTILITY EASEMENT CLEARING NOTE: THIS SITE HAS BEEN CLEARED WITH RECENT SITE DEVELOPMENT OF THIS PLAT. NO ADDITIONAL CLEARING IS PROPOSED. NOTE: ROOF AND FOOTING DRAINS SHALL BE TIGHTLINED TO THE PROVIDED STORM SYSTEM AS SHOWN PSE POWER TRANSFORMER SETBACK NOTES: 1.MINIMUM DISTANCE FROM ANY POWER TRANSFORMER TO ANY DOOR, WINDOW, VENT, FIRE ESCAPE OR OTHER BUILDING OPENINGS SHALL BE 10-FEET. 2.MINIMUM DISTANCE FROM ANY POWER TRANSFORMER TO ANY COMBUSTIBLE WALLS OR ROOF SHALL BE 10-FEET. STEP TANK SETBACKS 5' 2' 5' 2' NOTE: WHEN LOCATED IN THE YARD, THE STEP TANKS MUST BE 5' FROM STRUCTURE AND 5' FROM PROPERTY LINE. THE STEP TANK MUST ALSO BE 2' FROM ANY WALK OR DRIVEWAY AND 2' FROM THE 10' UE. WHEN LOCATED IN THE DRIVEWAY, THE EDGE OF THE TANK MAY BE ON THE 10' UE, BUT MAINTAIN 5' SETBACK FROM STRUCTURE. STORM DRAINAGE NOTE: ALL DRYWELLS AND INFILTRATION TRENCHES WERE SIZED BY SCJ ALLIANCE. PLEASE REFER TO THE STORMWATER SITE PLAN PREPARED BY SCJ ALLIANCE, DATED AUG 6, 2025. TCE TSS UTILITY SERVICE W SS SD WATER SERVICE CONNECTION POINT SEWER SERVICE CONNECTION POINT STORM SERVICE CONNECTION POINT YD APPROXIMATE LOCATION OF YARD DRAIN. FIELD LOCATE. CONNECT TO SEDIMENT CONTROL STRUCTURE OR ROOF DRAIN LINE. SCALE: 1"=20' 0 40'20'10' SUBDIVISION HOMESITE NO. 21 PARCEL NO. 84080002100 LOT ADDRESS: 9956 FERNS LOOP SE YELM WA, 98597 LOT SIZE = 4,647 SF IMPERVIOUS TOTAL IMPERVIOUS: 2,220 SF (47.8%) ROOF:1,777 SF DRIVEWAY:407 SF WALK:37 SF PATIO:0 SF TSS 2.0' W X 2.0' D X 30' L INFILTRATION TRENCH W/6" MIN. COVER SEDIMENT CONTROL STRUCTURE 12 LF 4" DIAM. PVC 2' 7.01' SD HS 21 PROPOSED SFR YD RD RD RD RD RD RD TCE SS STUB ROW BSBL (TYP) 20.33' DRIVEWAY GARAGE L 10 ' UE 5% M A X N88°23'25"W 54.00' INSTALL SILT FENCE, STRAW WATTLE, OR FUNCTIONALLY EQUIVALENT (TYP)WM SEWER SERVICE BOX EXISTING CONTOUR (TYP) APPROXIMATE LOCATION OF SEWER STEP TANK CONTROL PANEL PLACED ON OUTER GARAGE WALL. CONTRACTOR TO FIELD FIT AS NEEDED. LOT LINE (TYP) SSCO POWER STRIKE ℄ W N0 1 ° 2 0 ' 4 5 " E 90 . 4 1 ' N0 1 ° 2 0 ' 4 5 " E 84 . 8 3 ' WALK SS 10' VACATED FLUME LANE PLANTER STRIP PORCH 8" W FERNS LOOP SE PUBLIC ROAD PROPOSED CONTOUR (TYP) EAVE BUILDING ENVELOPE L=38.77' R=128.00' Δ=17°21'19" 14'30'10' RD SS 35 2 352 351 W 350 350 35 1 35 0 S88°39'15"E 15.82' 14 . 9 8 ' 17.83' 5' 5' 14.67' 10' 10' 25 . 2 3 ' 38 . 5 ' 21 . 1 ' 10 ' 35 ' 6' 24 . 4 3 ' 10 ' 13 . 1 2 ' RD COVERED PATIO PLAT BOUNDARY (TYP) 12'x5' ROTH MULTITANK® 1250 GALLON STEP TANK WITH TRAFFIC LOADING LID. MODEL RMT-1250 SS SERVICE LINE SHALL BE SLEEVED UNDER DRIVEWAYS, SIDEWALKS AND WHERE THE SERVICE LINE CAN MAKE CONTACT WITH ANY PART OF THE TANK.4' MIN. SDCB