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APPROVED ENG PLN RESUB1 BLD2022-1279+Site_Plan+5.17.2023_3.09.22_PM+3552074CURVE TABLE CURVE LENGTH RADIUS DELTA C 1 21.65 10.00 124*03' 19" LINE TABLE LINE LENGTH BEARING L 1 15.00 S89°33'01 "W L2 10.00 N00°26'59 "W SDMH RIM=77.53 I I IE 6" PVC (N) = 70.41 CONNECT NEW 4" 1 1 7.50' SIDE SEWER T SEWER EASEMENT PER 1 E 12" PVC(SE) = 69.59 EXISTING CONNECTION RECORDED SHORT PLAT IE 8" PVC(SW)=73.89 - - - - - - - AFN: 200607055223 IE 6" PVC(S)=72.43 / r 3.00' LANDSCAPE EASEMENT PER RECORDED SHORT PLAT AFN: 200607055223 / / I �o S ° m / T-1 z / ° ' T-12 m 10.00' STORM EASEMENT / PER RECORDED SHORT PLAT / y T ;10 , - - - - - -El AFN: 200607055223 / \���P S I I �� �5 / 79.1 L 1 I 17 I' FOUND REBAR W/CAP C&C TREE PROTECTION FENCE / � '' � � LOCATED 7' FROM FACE OF PSQ `Dc� 09 cs i� �► FENCE LINE 0.5 (W) OF CORNER TRUNKS, TREES #6-12 / 79.08''��'- ��� 79.10' 2. 15.22 / O ° , , , of ��+ s- �16T SEWER CLEAN OUT I S T 0 0 i I / -ROOF LINE - CB RIM=79.05--------------- 0�r��7.50 i o IE 8" PVC(NE)= 76.07 5\0� �� I ' I_ T°6 � let. 'A 1.49' If I .a Aicv `. -e I- o DTAL # SIGNIFICANT VIABLE TREES ON SITE: 8 PPLICANT EXCEEDS MINIMUM 30% TREE RETENTION �RESHOLD; NO REPLACEMENT TREES OR FEES IN =1U REQUIRED PER ECDC 23.10 POWER, CABLE ` �' � Im PROPOSED oRI I �` � A' ' 1- 6.29' SINGLE-FAMILY I TELEPHONE STUBBED o FROM SHORT PLAT V RESIDENCE � I "b \ `• a ' I CONNECTIONS : r �Q V ` '.' • f�l I � 0p m-------- � m 1 � 9.50 � I 10.83 �, I) � 31 '71'' I w 12.03' 1 w � PROPOSED TWO -CAR I o E' ELECTRIC - , I � 7.00' GARAGE --- _ � � ,��� VEHICLE CHARGING I I STATION I 82 4{ I ----- 22.08' 12.00' ° INTERIOR DIMENSION ---------- ---------- 2 FRONT BSBL ` - - - - - _� 23.00'All TREE PROTECTION FENCE 4•78' L_ _ _ _ _ _ 84.90 C LOCATED 20' FROM FACE I OF TRUNK - TREE #5 86 ` 2 ; RCENT SLOPE \; I C111-3 Ix T-5 / 90 x T-3 ,� I T-1 NOTE: DIRECTIONAL FELLING OF TREES #24 `� T'4 SHALL NOT DAMAGE RETAINED TREE #5 �Cv `- ` , NEVI/ 1 " ;I I v - ' x WATE ISTING 27032400223100 T-2 SERVICE LINE NEW 1 �J 85.6' ----------�o ---- - _ - -- I ----F-IRE- -H-YDR-ANT WATER N89°55S7"E 84.98' M R - --- 86 -�-------- a a ° - °-------- 22.6 � W N CONC. CURB FOUND 4"X4" CONC. MON W/3" - -- ,. )OWN 0.5' CONC. CURB id a -SS � CONC. WALK ----------------- 0 0 ° - EX. CONC. WALK ° I ---___ WS 8" DUCTILE IRON WATER MAIN ALOHA ST (ASPHALT SURFACE) N 89°5557" E 110.01 ' CB RIM=84.87 0 CB RIM=84.011 W IE 12" CONC(S)=82.11 NEW DRIVEWAY (BASIS OF BEARING) (CENTERLINE) CONC. CUR W W I I I I 8 FOUND 4"X4" CONC. MON W/3- DISK MARKED 'Y' DOWN 0.5' IL 2.15.22 VERTICAL DATUM SD SD CB RIM=84.96 CONC. CURB ,,----__----------- ----- 14� CONCRETE SEWER MAID ° SS --- SS d. d a CONC. WALK SS 4 ° d. A n 4 A OHP J HP �n N Ln N STR UCTURAL LOT COVERAGE GROSS LOT AREA: 8,518 SQUARE FEET BUILDING FOOTPRINT. 2,428 SQUARE FEET COVERED PATIO: 89 SQUARE FEET COVERED ENTRY. 41 SQUARE FEET TOTAL LOT COVERAGE AREA: 2,558 SQUARE FEET OF LOT AREA: 30.0 PERCENT BUILDING HEIGHT CALCULATIONS POINT ELEVATION POINT ELEVATION A 79.08' C 84.90' B 79.10' D 84.78' SUM OF ELEVATION 327.86' AVERAGE EXISTING GRADE 81.9 7' ACTUAL BUILDING HEIGHT 106.09' MAXIMUM BUILDING HEIGHT 106.97' VERTICAL DATUM: TOP OF 3" DISK IN MONUMENT CASE AT THE ® CENTERLINE OF ALOHA ST. SOUTH OF SUBJECT PROPERTY ALONG EAST PROPERTY LINE. ELEVATION = 85.47' BASED ON GPS OBSERVATIONS TREE INVENTOR Y TREE # SPECIES DBH SIGNIFICANT RETAIN 1 DEODAR CEDAR 27" YES NO 2 WHITE- Crn BLUE SPRUCE/" YES NO 3 WEEPING REDWOOD 12" YES NO 4 DOUGLAS FIR 121) YES NO 5 DEODOR CEDAR 22 " YES YES 6 MAPLE 10" YES YES 7 MAPLE 7" YES YES 8 MAPLE 7" YES YES 9 MAPLE 7" YES YES 10 MAPLE 7" YES YES 11 MAPLE 7" YES YES 12 MAPLE 7" YES YES TREES WILL BE PROTECTED FROM CONSTRUCTION IMPACTS BY BY A SILT FENCE (TREE PROTECTION BARRIER) INSTALLED AT THE TREE PROTECTION ZONE (TPZ) WHICH IS 1' AWAY FROM THE TREE TRUNK FOR EVERY 1 " OF TRUNK DIAMETER, SUCH THAT A TREE WITH A 7" DIAMETER TRUNK WOULD HAVE A TPZ OF A 7' DIAMETER CIRCLE. LEGEND • SET 1/2" X 24" REBAR W/CAP STAMPED "PCS 37536" O EXISTING REBAR W/CAP, AS NOTED A SET NAIL AND WASHER STAMPED "PCS 37536" 3 EXISTING NAIL AND WASHER AS NOTED ® FOUND CONCRETE MONUMENT AS NOTED RIGHT OF WAY CENTERLINE Qo STORM DRAIN MANHOLE > INVERT/CULVERT ❑ CATCH BASIN N WATER VALVE FIRE HYDRANT ® WATER METER Qs SANITARY SEWER MANHOLE o MAILBOX SIGN POST UTILITY/POWER POLE GUY ANCHOR © POWER VAULT CONIFEROUS TREE 0 DECIDUOUS TREE F FIR c CEDAR P PINE S SPRUCE cw COTTONWOOD A ALDER NOTES 1. SEE CIVIL PLANS FOR SITE/UTILITY DEVELOPMENT AND ENGINEERING REQUIREMENTS. NOT AN ADU: Establishment of ADU requires resident property owner land use decision. APPROVED BY PLANNING ENGINEERING DIVISION APPROVED AS NOTED t- Jill, W4At",,tU 06/08/2023 Jun 07 2023 vv SEE CIVIL PLANS FOR ALL UTILITY INSTALATIONS AND FRONTAGE IMPROVEMENTS. TREE RETENTION PLAN APPROVED AS NOTED 06/14/2023 W N*r, > 188th v Q > N T O) v a oo co > Maplewood a Park c° V Edmonds E Underwater M Park z o Daley 5t Yost Park n Alder 5t v Edmonds ' < Marsh Q > Ln a v > 4 > Pine 5t ° 216th St SW E VICINITY MAP 1 " = 2,000' PROJECT CONTACTS PROPERTY OWNER: BRIAN GOODNIGHT 737 ALOHA ST. EDMONDS, WA 98020 PLAN PREPARER: PUGET SOUND PLANNING, LLC ATTENTION: LEE A. MICHAELIS 6100 219TH ST SW, SUITE 480 MOUNTLAKE TERRACE, WA 98036 (425) 830-1046 LEE. MI CHAELI S@P UGETSO UNDPLANNI NG. COM DESIGNER: THE LEREN COMPANY, INC. ATTN: TOM LEREN P.O. BOX 12863 MILL CREEK, WA 98082 (206) 954-4145 CIVIL ENGINEER: CSP ENGINEERING, PS ATTN: JEFF HAYNES, P.E. 1037 NE 65TH ST #153 SEATTLE, WA 98114 (206) 406-9965 CONTRACTOR: OWNER TO SERVE AS CONTRACTOR 737 ALOHA ST EDMONDS, WA 98020 (425) 774-8114 SITE DATA SITE ADDRESS: 741 ALOHA ST PARCEL NUMBER: 00731400000701 SITE AREA: 8,518 SF LOT SLOPE: 5.6 PERCENT NW TO SE ZONE: RS-8 SETBACK: STREET. 25 FEET REAR: 15 FEET SIDE: 7.5 FEET MAXIMUM BUILDING HEIGHT. 25' ABOVE ABE MAXIMUM LOT COVERAGE: 35 PERCENT MINIMUM PARKING SPACES: 2 PARKING SPACES LEGAL DESCRIPTION LOT 1, CITY OF EDMONDS SHORT PLAT SP S-03-161, RECORDS OF SNOHOMISH COUNTY, AUDITOR'S FILE NUMBER 200501135156 AND AMENDED UNDER AUDITOR'S FILE NUMBER 200607055223, BEING A PORTION OF LOT 7, PLAT OF HARBOR LANE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 45, PAGES 133 AND 134, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH. STATE OF WASHINGTON. Zone RS-8 .. Corner Flag Required Actual North 15' 15' L-----------"' 7 1 /2' , 7 1 /2' East L------------� South 25' 25' 7 1 /2' 31 3/4' West 25' 24 1/8' Height BLD2022-1279 RESUB May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE 1 " = 10' 0' 107 15' 20' 30' W W U Q N 0 Z boo 00 2 WQo Nw� o =Ww v N�O p- (Dl a oz a �o G s Lu C= N tq o >. C/-> C1 W a v o Z 0 J G\ Q LLJ Q z nza0 W LL1 O C� 0 < wv LLJ _ z v�Q� zJ�Q ohm= 0 Q 0 0 LL1 Q v r- �- z_ vl LL1 z DRAWN DATE: 09/16/2022 DRAWN BY: LAM CHECKED BY: TL PSP PROJECT NO. 2022-36 SHEET NAME SITE P LAN SHEET NUMBER AO PRINT DATE: 05/17/2022