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9_AVE_N-919-ASBUILT.pdfSE 114, NW 114, SEC 24, TWP 2711, RGE 3E, W.M. IN — —> / IE 95.5f- — '.Y / (CONTRACTOR 10 CONFIRM DEPTH AND UL TT�" € t s `€ f LOCATION PRIOR TO CONSTRElCT10N) 3 o i / € ..... ...... I fe' .r ........... CONCRETE l/ ' a' < f £ ? , 1 DRIVEWAY. : EDMONDS UNITED i >' . £ / � .�. � ,...... ;.........,..... ~.. _... � .._ ` 114 . 4,. PVC 1 1 € F SAN..SIDE£ jjj METHODIST CHURCHr : R @ — € 2q (MIN) DS — — -- — pS GARAGE b5 I I• I. o ;r SDC FF 103.00 I € 3 $' t 0 I CONNECT TO WATER SERVICE LINE SSCD £ '" "� "`£ • ' / I 100. I AND EXTEND 1_ 1 2 PE 200 PSI € s F / / �." /`` f'` ••-- 0 WATER SERVICE LINE TO HOUSE I 1 E f z . m . ,.,.w ... yr rl ROOF DRAIN I (TRACER WIRE TO BE INSTALLED:; I '. •• £ I' _ �""°""` '""" •, -.M �f r � / TIGHTLINE WITH WATER SERVICE LINE) r. r ....._. f 1.09 MIN t •:.. PROPOSED HOUSE BS o 1©' I � MAIN FF 104.00 3232E Ps rn ' € ROOF o 2 2 I------ 10' � �" £ =f; 1 g r �.... £ € F I U PVC FOOTING ao fAVE U 12'k12" W q AYD DRIN 0 1MIN Ds / DS Q I' € r o` € in {£ y i COVERED o a a to • �•' s ; 12"x12" £ Q € torn CONC. cV ' = o PAT/0 0JI D ; RETAINING WALL TO BE £ I • I • •. . . j 10 MIN LENGTH i . INSTALLED AS PART OF THE £ £ FOOTING DRAIN / ( 2 ,€ SEABROOK ESTATES PLAT £ € I ' ' ' ' ' ' ' :' I'. f ' f , DRYWELL TRENCH I I € 3 #. •'. -'. - ' (PER GEDTECH BSBL / € (CITY OF EDMONDS PLN# 20140061) f I € £ ref RECOMMENDATIONS) TYP II £ ££ $ r t I jj 6 WOOD FENCE i € r1 cn ff (14 £ 3 5 £ <j _' £..... a`F 3 �...,• `^'. i:. •I •. /f .es r t ` � '" ,:'' :f -•°,r ;' 1` ,,�f 'f f. `' 3 f j' % ' •/F f` � "• , y`' , Nf :: e: :' ,: .E F 9 . ..•` O' J F / ` ::`' , f " ! : 'f £> XX ....i:...e..vrt: ...+:. ... n,�.,..,.. ...... tj N 89 09 39 E 89.27' � .°:� L.••.:'..•,•• -..•,••..•••.•.-..•.••..' �_ .• '••' � . I # € NATIVE VEGETATION I �, € ! s MANAGEMENT AREA TO BE I ' £ f £ PLANTED PER APPROVED I '. •'. �•'. € � € i 3 •" " --m VEGEGATION MANAGEMENT PLAN I IL • •'. • •'. • '. • '. • .' . • •' • •'. •' 3 ......... ....... ._ . ..M> BY ORIGIN DESIGN GROUP € € s 1n € € I (CROSS —HA TCHED AREA LINE TYPE AREA (SQUARE FEET) 1. NON—REGULA TED 0 EXEMPT REGULATED 2. REPLACED 0 0 J. NEW (POST 1977) + 3, 900 4. TOTAL REGULATED IMPERVIOUS AREA = 3,900 5. TOTAL AREA MIT7GATED BY EXISTING STORMWATER MANAGEMENT SYSTEMS) — 3,900 6. REGULATED AREA NOT YET MITIGATED = 0 7. AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES = 0 8. AREA PROPOSED TO BE MI77GATEO THROUGH CON VENT70NAL SWM TECHNIQUES = 0 9. STORMWATER MANAGEMENT SYSTEM DESIGNED FOR 3,500 SF. IMPERVIOUS AREAS HOUSE+COVERED D/W, PA 770, PORCH & WALK 2,800 SF (ROOF LINE) UNCOVERED PAT70 AND WALK 200 SF UNCOVERED DR/ VEWA Y 900 SF TOTAL = 3,900 SF LOT COVERAGE LOT AREA: 12,259 SF ALLOWABLE COVERAGE (35X) 4,291 SF HOUSE, COVERED DECK AND GARAGE 2,443 SF I PERCENT COVERAGE 19. 9% BUILDING HEIGHT CALCULATIONS (AEG) SPOT ELEVA77ONS FOR HEIGHT CALCULATIONS.• 101.03 ELEVA TION A: ELEVA 710N B. 103.05 ELEVA 77ON C. 103.98 ELEVA TION D. TOTAL: 102.39 = 410.45 A VERAGE ORIGINAL GRADE (AOG,) = 102.61 103.00 TOP OF GARAGE SLAB = ROOF A T RIDGE = 127.00 ALLOWABLE BUILDING HEIGHT = 127.61 (102.61 + 25 FT) GRADING QUANTITIES CUT FILL 150 CY 150 CY UTILITY NOTE 1. ALL NEW UPLITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. VIE 111MO R VOL 3A, PG 77) ---------- PUGETSOUND MACHINERY DEPOT NO 5 (VOL 5, PG 4 � TBM A TEMPORARY BENCH MARK ';4 " SSMH RIM ELEVATION = 111.39 MOUNTAIN 0 BELL VICINITY MAP NOT TO SCALE N SCALE: 1 " = 20' 0 10 20 40 0 r ro a RAM ENGINEERING, INC Civil Engnieering / Land Planning 16531 13TH AVE W, SUITE Al08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM � N Z PROJECT TEAM APPLICANT Z SELECT HOMES 0 16531 13TH AVENUE W. #A 107 L YNNWOOD, WASHINGTON 98037 1� (425) 742-6044 V EMAIL: KAYLA.CLARK®OUTLOOK.COM CONTACT- KAYLA CLARK CIVIL ENGINEER (j) RAM ENGINEERING INC. Q 16531 13TH AVE W, SUITE A 108 5 L YNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL®RAMENGINEERINGINC.COM 1 1 , CONTACT. ROB L. LONG, PE SURVEYOR ORCA LAND SURVEYING � N 3605 COLBY AVENUE EVERETT, WASHINGTON 98201 n C (425) 259-3400 LU fA z W LEGAL DESCRIPTION W C N O O LOT 2, PLAT OF SEABROOK ESTATES O SITUATE IN 7HE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. O BENCH MARK ; Q W WGS SURVEY DATA CONTROL POINT #2703N23, BEING 7HE NORTH ,1 , J Q. QUARTER CORNER, FND. CONC. MON. & DOMED DISK W/X". Uj LU ''^^ ELEVATION = 89.39 0 CO Q) O TEMPORARY BENCH MARK 'A" m SSMH RIM AT 9TH AVE N AND MOUNTAIN LANE RIM ELEVATION = 111.39 (� VERTICAL DATUM 0 p NA VD 88 ftj O UTILITY PURVEYORS Q WA TER SUPPL Y: CITY OF EDMONDS W 425— 771— 0235 SA NI TAR Y SEWER: CITY OF EDMONDS O 425— 771— 0235 STORM SEWER: CITY OF EDMONDS 425— 771— 0235 V PHONE: FRONTIER 425-263-4024 CONTACT: JEREMY FALLT ��� L • l CABLE: COMCAST 425-244-5088 �� of W CONTACT: JEFF BURNS GAS: PSE � 888-225-577350 !� POWER: SNOHOMISH COUNTY PUD �� ��� sTEg�'� 425— 783-1000 CONTACT: ROB LARSON I�NAL FIRE DISTRICT. SNOHOMISH COUNTY FIRE DISTRICT NO.1 425-551-1200 SCHOOL DISTRICT- EDMONDS SCHOOL DISTRICT J 425— 670— 7000 ENGINEER: AS —BUILT ROB L. LONG, PE Call 2 Working Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center LOT 2 - BLD20151622 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY CITY ENGINEERING DIVISION DRAWN BY.• MIKE MORRIS ISSUE DATE: SCALE: 12129115 AS NOTED JOB NO: 15-005 SHEET: SP-01 SHT 1 OF 2