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site plan�I� LDS U� SITE PLAN 1 of2 SCALE: 1 "=20.00' 0' 10, 20' 30' 40' 50, 60, SITE ADDRESS 22027 96TH AVENUE WEST EDMONDS, WA 98020 OWNER GROSET CONSTRUCTION CO. C/O OLA GROSET 8506 BOWDOIN WAY EDMONDS, WA 98020 (425) 778-2348 HEIGHT CALCULATIONS MAIN HOUSE A 398.50 B 397.75 C 398.25 D 398.50 AVERAGE HEIGHT = 398.25' ALLOWABLE HEIGHT = 423.25' TOP OF RIDGE = 423.00' MAIN FLOOR = 400.00' D.P. AT SURVEYOR'S BENCHMARK AS NOTED. SET AT 400.00' ASSESSOR'S PARCEL NO. MA>,4, TAIN FIAT INSTALLED ERUSHM Gad I Hk,� 00544200102800 LOT SIZE 8036 SQ. FT. BUILDING FOOTPRINT NEW HOUSE 1939 ENTRY PORCH 37 2ND FLOOR DECK 12.7 (area over garage not counted) DETACHED GARAGE 781 DETACHD GARAGE PORCH 14 TOTAL AREA: 2783.7 SQ. FT. LOT COVERAGE: 34.64 % IMPERVIOUS AREA SEE SHEET 1 OF CIVIL PLANS FOR DETAILS. TOTAL ROOF AREA = 3199 S.F. -- TOTAL ASPHALT/CONCRETE = 2600 TOTAL AREA = 5799 S.F. ROUTED TO BIORETENTION PER CIVIL PLANS, DRAINAGE PER PLAT CIVIL PLANS. NOTE! O+tlikkfh� THIS SITE PLAN IS FOR ORIENTATION, AND ZONING INFORMATION ONLY. CIVIL PLANS SUPERSEDE ANY AND ALL DRAINAGE INFORMATION PRESENTED IN THIS SITE PLA �. -v16oci61) Pj la C001��Nt W 1tjA COG 6rltN%A-Y2,1b DUTW1U5 W W W a 1— a 1' •DI 0j1 S� OLb ,tea SET MAG NAIL IN ASPHALT WALK PAVEMENT, W. SIDE 967H AVE. W., 1.5 WEST OF EAST EDGE OF WALK, 12.0 SOUTH OF LINE OF POWER POLE (PWR) AT SOUTHEAST PROJECT CORNER PRODUCED WEST ELEV = 400.00 (ASSUMED) infiltration per plat civil plans I (ESMT) rl � •a, E 1" W.M. ARMORED CONST. ENTRANCE.-6" CRUSHED ROCK MIN. 50' OR TO FOUNDATION. — HEIGHT CALCULATIONS DETACHED GARAGE A 398.50 B 398.00 C 397.75 D 398.25 AVERAGE HEIGHT = 398.13' ALLOWABLE HEIGHT = 413.13' TOP OF RIDGE = 412.844' MAIN FLOOR = 399.0' D.P. AT SURVEYOR'S BENCHMARK AS NOTED, SET AT 400.0V COVERED PATIO UNDER 2ND FLOOR POST AT CORNER OF COVERED PATIO—� EDGE OF PATIO OWNER/CONTRACTOR RES"S*-E FOR LOCATING ALL ON -SITE UTILITIES• JM-7 4qE)ASiON PENRMCTLCTIES MAY REQUIRE 107.521 Gone _ Corner (j ffag_�. Setbacks Required Actual Sides .— Other !teis�F�t . 9T APPRpVEp BY,IA • wlI ©".3)o 87.29' 16" ROOF OVERHANG (12" AT GABLE ENDS) t1 — — — — — FIREPLACE �/ — "' GARAGE 72.00' RESIDENCE PORTION of N DECKGARAGE I SEWER E RV r — I ROOF DRAIN LINE DOTING I V �NDFLO CO R�►t. • . CbRdRETE i 4 O� 5. 14' �.' • ' o PI1 bRIVEWAY Go , BID -RETENTION •p ' • , ,' + ` ecc " o A Bi PER CIVIL PLAN •'••♦' '• T K 8.24' r RE 1, y M I $ SHOP/OFFICE 1 �' N GARAGE 8.50, L FV C - ISINGRESS, EGRESS, & UTILITY EASEMENT uW, NER/CONTRACTOR IS RESIN EROSION CONTROL AND D WATER 1 "' POLY SEWER 4" SDR35 NSIBLE FOR _ % al-mm� STORM 4" PVC ENGINEERING DID _.• : _� �. O D NOTED Wit --jUaJO hallall:':jmpcg0 to �c:,'sl;:... ;,r f�cr.ItaCr_ Im�N• r.•�•t_ttts i,T (a'• rs 4f,;-j1.W.., r,�•,,;:,: ;,, �, �::1,:�; ,:S:�d MAR U 1 2020 �.�•... I�� �iiY+;,�1�? i!'s•� i'!E';..;ittt?i; , tt`i��l:+, {—^ BUILDING DEPP.RTMF,-J-j —D- /J CITY OF EDMOi�11?:.. SILT FENCE 16" ROOF OVERHANG (12" AT GABLE ENDS) 91431 SEWER STUB PER CIVIL 6" C/O IE 393.16 Cl COVER SOLID CAST IRON LOCKING LID SITE PLAN 2 of 2 TOP OF BIORETENTION Q BOTTOM • �aa 4`Qa • N 2 Z ZONE 1 ^� N ZONE 1 ZONE 1 Na o tia As N c^) Goa r v r7a BIO—RETENTION PLANTING PLAN NOTE! THIS SITE PLAN IS FOR ORIENTATION AND ZONING INFORMATION ONLY, CIVIL PLANS SUPERSEDE ANY AND ALL DRAINAGE INFORMATION PRESENTED IN THIS SITE PLAN. BIO—RETENTION PLANTING ASSIGNMENT SYMBOL COMMON/SCIENTIFIC NAME SIZE QUANTITY SALIX PURPUNEA / DWARF ARCTIC WINDOW 1 GALLON 12 ROSA P150CARPAI CLUSTER ROSE 1 GALLON 6 ^"P2, SPIRAEA DOUGLASII / STEEPLEBUSH 1 GALLON 4 SPIRAEA BUMALDA GOLDFLAME' / 1 GALLON 11 GOLDFLAME SPIRAEA CORNUS SERICA 'KELSEYI' / KELSY 1 GALLON DOGWOOD g NOTE: THE PLANTING PLAN MUST BE FOLLOWED AS SHOWN. CONTRACTOR MUST SUBMIT A REVISED PLANTING PLAN FOR APPROVAL FOR ANY PLANTING REVISIONS. 4' THICK CONC ----- SPLASH APRON INLET DETAIL 6"PVC OVERFLOW STANDPIPE WITH GRATED CAP COBBLES I 1�'"' EFFECTIVE DEPTH =3.25' `1�1 OVERFLOW IE= 396.52 2' MIN COVER BENEATH BTU OF 6' OR 4" PVC F001ING PV4MT I"DRAIN CONNECTION (TYP.) ADS N-12 RISER-12' D1A w/DRILLED PERFORATED HOLES *RAP CIRCUMFERENCE WITH FILTER FABRIC MIRAR 14ON OR EQUIVALENT (MIN) WASHED DRAIN ROCK OR STREAMBED COBBLES, SEE NOTE 1 BELOW 6" FREEBOARD• I.W.S - 39BwS - 39B .,," )t I i NOTES• N� '3'111!11j—"1 i115it%......., .... 1. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5) GRAVEL BACKFILL FOR DRYWELLS. STREAMBED COBBLES SHALL BE 4" COBBLES PER WSDOT SPEC. 9-OJ.11(2) 2. COMPACT BIORETENTION SOIL MEDIA USING NON -MECHANICAL METHODS (EC., BOOT PACKING, HAND TAMPING) TO 88 PERCENT (+/- 2%) OF THE MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST (ASTM D1557) 0.1' I r, NOTE: CORE -DRILL HOLES FOR YARD BASINS WITH MULTIPLE m CONNECTIONS pm GROUT PIPE T00QdRft�Wt 12" RCP OR N-12 PIPE • -• FOOTING DRAIN DRYWELL DETAIL N. T.S. A-T FLOW 6" PVC PIPE PLASTIC GRATE OR CAST IRON GRATE 42" MAX YARD BASIN W/ OVERFLOW RISER N. T. S. 1 " SLOPE o GRADE EL=398.7 NR]1VE\/ +/-3' M FRAME mrij TOP EL=395.79 6"0 PERF PVC INHOLES DOWNSLOPE SLOPE 1" - 3" 0 / WASHED ROCK o 9" P�-s PSQ� w a 0 cn CB GRATED LID SUMP DETAIL 4_ NOT TO SCALE - EXTEND PIPE 2" MIN BEYOND BIORETENTION SIDE SLOPE `1 SOIL LAYER 1: 3" COARSE COMPOST SOIL LAYER 2: 1.5' BIORETENTION SOIL MIX LAYER 3: GRAVEL 6" DEEP BIORETENTION DETAIL y NTS - APPROVED EQUAL, INFILTRATION TRENCH DETAIL �6� N. T. S. - • o+NP�A • + s s • w • + dfA:IPCIE KI, > NA"i�14111mot ��r %/Mai - - �L STREAMBED COBBLE INLET NT5 \ — lJIDIES 1. INLET MOTH SHALL BE 18'. 2 STREAMBED COBBLES SHALL BE 6' COBBLES PER *SOOT SPEC. 9-01tt(2). COBBLE PAD TO BE 8' IWX.. V40TH TO Of 6' NICER THAN SLASH APRON (2'-6' YIN). THEN TAPER TO 12' MDE AT SLOPE BOTTOM.