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SFR ASBUILT-612 7TH AVE S-BLD20171436.pdfLEGAL DESCRIPTION ALL THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS BEGINNING AT A POINT 150 FEET FEET SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 25; THENCE SOUTH 136 FEET - THEN CE WEST 131.7 FEE T,• THENCE NORTH 136 FEET; THENCE EAST 131.7 FEET TO THE POINT OF BEGINNING. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. BASIS OF BEARINGS THE NORTH LINE OF SECTION 25 PER PLAT OF SEA WOOD HOMES JOHN R. YATES ADDITION FROM NORTH QUARTER CORNER MONUMENT OF SECTION 25 TO MONUMENT ON SECTION LINE AT THE INTERSECTION OF 6TH AVENUE S. BENCH MARK TOP OF CONCRETE MONUMENT IN CASING AT THE INTERSECTION OF CEDAR STREET AND 7TH AVENUE S. r�►rr�r.�.•�ilal, DATUM : ASSUMED POTENTIAL LANDSLIDE HAZARD AREA THE GEOTECHNICAL ENGINEER RECOMMENDS A MINIMUM BUILDING SETBACK OF 15 FEET FROM THE SLOPED AREA TO THE WEST AND NORTHWEST OF THE SITE AND AT LEAST A 1H: 1V SETBACK FROM THE ROCKERY/WALL TO THE NORTH OF THE SITE TO NOT INCREASE LOADING AT THE TOP OF THE SLOPE AND ROCKERY/WALL. THE SETBACK SHOULD BE MEASURED HORIZONTALLY FROM THE EDGE OF THE FOOTING TO THE FACE OF THE SLOPE AND CAN BE ESTABLISHED BY ADVANCING THE FOUNDATION DEEPER TO ACHIEVE THE MINIMUM SETBACK. THIS MINIMUM SETBACK WILL ENSURE THE BUILDINGS DO NOT INCREASE THE LOADING ON THE SLOPE AND ROCKER/WALL. THE BUILDING FOOTING ELEVATION SHALL BE SET AT A MAXIMUM HEIGHT OF 103.0. SEE GEOTECHNICAL ENGINEERING STUDY BY EARTH SOLUTIONS NW. LLC. AND ADDENDUM LETTER DATED JANUARY 31, 2018. III I III I III III . . II I 1 is l III III III III II flI Nf:...I.::.....:III III III III LOT 2 BSBL DETAIL SCALE. 1 " = 30' LOT COVERAGE (LOT 2 ONLY) LOT AREA: 7,902 SF ALLOWABLE COVERAGE (3590) 2,766 SF HOUSE, COVERED PATIO/PORCH & GARAGE 2,647 SF PERCENT COVERAGE 33.59 LINE TYPE AREA (SQUARE FEET) 1. NON-REGULA TED 0 EXEMPT REGULATED 2. REPLACED 0 0 J. NEW (POST 1977) + 4,400 4. TOTAL REGULATED IMPERVIOUS AREA = 4,400 5. TOTAL AREA MITIGATED BY EXISTING STORMWA TER MANAGEMENT SYSTEM(S) - 0 6. REGULATED AREA NOT YET MITIGATED = 4,400 7. AREA PROPOSED TO BE MI7GATED BY LOW IMPACT DEVELOPMENT TECHNIQUES = 4,400 8. AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES = 0 NW 1/4, SEC 25, TWP 27N, ROE 3E, W.M. 612 7TH A VE S SITE DEVELOPMENT PLANS S.P. NO, 1 2004-113 A.F. NO, 201100322500^1 EX CB 2 I 1 I III ....... _ ......I.. TOP 96.86 -. 8" CONC IE 94.36 (SW) 27032500222300 PHYLLIS BECKER MICHAEL & SHARON HOVANES I 27OJ2500222200 I...II 6() JOSEPH SCHMAUS & KAREN FIORITO 8" CONC IE 916(E) EX CB I f ....... j. TOP 99.70 I III. EX CB IE 97 60 TOP 97.96 III I ��� + - POTENTIAL LANDSLIDE � IE 96.50I HAZARD AREA I III... EX SSMH (SEE NOTE THIS SHEET) 10' JOINT UTILITY / 5�-` RECONSTRUCTED WALL �[_ 98 - pQ. .'.ice .�.p TOP 100.76 5' SIDE EASEMENT I I. oZ G lE 87.91 (N) ---� �� BSBL �. cam. 1E 88. 06 (E) , N 893425-� ��3I: �' II I SCALE. 1 = 20 _ I _ 0 10 20 40 �r i�=---- --3------- / ----- ��/ -- - I JO[�� C - - CJ ,� ;OAR ST 1- .0 8' SS;�! C 4" 3034 PVC 5' REAR I �110 I I 4".. 103 50 , -N) I I tit I (102-�. b FOOTING DRAIN @ BSBL = _-� / DRAINAGE STUB I. .. ..4.. .1 ..903..,30.. � E) 1.07 M1N ,I l 1......... i 21 r4" PVC ©S. y9 I II I .. .. .. ......11 '-� 10' MIN LENGTH FOOTING II I ' 1E 105.2 I I. +; COVERED PROPOSED HOUSE I GARAG � I ...... ....................� DRAIN DRYWELL TRENCH DECK MAIN FF 108.73 FF I AWG T/ MAX. FOOTING _,...:..,-. . . . POTENTIAL LANDSLIDE \1 I I I l ELEVATION Fr3.0 HAZARD AREA �� (SEE NOTE THIS SHEET) ............. . ........... i I f$..5.:. CB ,I SSCO 1E 105.7 I ;. `I fit'=6" 1 42f� CONSTRUCTED BLOCK 1 I I I` II r10 12 X12 RETAINING WALLS I 108.2t ! I D FG I I -- _ _ --- C { I I 1 =1 UNPLATTED o I , I L III OI LOT LINE PE}� HORT I _: .. . 27OJ25002OJ600 I I PLAT PLN201 OOIO �.�.��? CONSTRUCTED 20' WIDE DRIVEWAY CUT BRUCE W. & MARY E. HAWKINS LIVING TRUST •� - I - - �.... REMOVE EX. CURB & CONSTRUCTED NEW CURB & GUTTER PER COE STD SSCO 1E 99.0 DRY WELL I II I I. I III I PLAN E2.8. SEE DETAIL ON SHT DT-01) 10' WIDE X 24' LONG X 4' DEEP II 1 II' �� I (SEE DETAIL ON SHEET GN-01) In ,I ;� III° oI � SEE GEOTECHNICAL REPORT FOR I N RECOMMENDATIONS ON EXACT L`QCA TION & DEPTH INSTALLED 6" PERFORATED 20 II F I PVC OBSERVATION WELL @ FRONT I � ' F� BSBL I + CENTER OF D FELL SEE I R \ DETAIL ON �Pf Gil-01) I p Ito. I I EX SLOPE EASEMENT y //i II 2 =I A. F. NO. 1804885 �� i 3'M/N TW SEPARATION I ...i... .,1.. III WM LOTS 1 2 BETWEEN WATER & I \ DRY UTILITIES to III CONSTRUCT 4" 3034 IZ I I 00484500JO0100 PVC SAN SEWER #r-.- 30 � PVC I INSTALLED 1-1 2" PE 200 III I I i CAMERON C ELDER SERVICE ® 2.07' MIN. I I REBIJ R I PSI FROM METER TO HOUSE (TRACER WIRE TO BE I r. 111 INSTALLED WITH WATER LINE) I I II I.. .. .. % � �� �� REMOVED EX. CURB & CONSTRUCTED o II 1' ... NEW CURB & GUTTER FOR FULL LENGTH EX CITY OF EDMONDS ! I �� _-z I I I I OF PROPERTY PER COE STD PLAN E2.8. SEWER EASEMENT cV 1 I I...,�D�. II II I SEE DETAIL ON SHT DT-01 rn I INSTALL D 1 " WA TER R RVICE '... I ( ) (A. F. NO 1109130) � � � � I � " I I. � .. a, 5' SIDE °WITH 1 A 7ER ME R " BSBL 1 SAWCUT LINE 6 303 PWC SEWER S p ����.-----F---T---I------!� I . II I (TYP) H (APPROX SS SSCO N 89� '25" 131.70' 8" Dl WATEF- w----w----w---w- 14 � KELLOGG PLAT OFH7 CITY OF EDMONDS tX 5 GAS tAStMtNT WA TER EASEMENT A. F. NO. 870 -- - - - 22 {III I co EDMONDS BLK 003 { I EX CITY OF EDMONDS EX CITY OF EDM DS(Al- NO. 9003220223)- WATER EASEMENT SEWER EASEMENT I III I III F- (PER PLAT) (A. F. NO. 1109127) EX. WATER METER I III III I I REMOVED (CITY TO I I I CUT & CAP © THE III .. .III II CONNECTED TO EX 6" 3034 SAN SEWER LINE MAIN) I III. 1E 99.5f WM SEA WOOD HOMES CONTRACTOR TO CONFIRM DEPTH AND JON R. YATES ADDITION LOCATION PRIOR TO CONSTRUCTION (SSCO TO HAVE 12" CAST IRON LAMPHOLE COVER WITH (VOL 50, PG 95) 112" HEX BOLTS, TYP) CITY OF EDMONDS WILL TV SEWER MAIN PR/OR TO FINAL ACCEPTANCE I III 5 UNPLATTED I o LOTS 33-40 00784000000500 27OJ2500204200 I I MATTNEW R. AND SHANNON R. HENDRICKS I BUSH MARTVA HODGE REVOCABLE TRUST I I I I 00484500303300 CRITCHLOW HOMES, INC I EX. FIRE HYDRANT BUILDING HEIGHT CALCULATIONS (AEG) ELEVA 77ON A: 105.18 ELEVA 77ON B. 106.47 ELEVA 77ON C. 112.15 ELEVA T70N D. 1OZ 40 TOTAL: = 431.20 A VERAGE ORIGINAL GRADE (AOG) = 1OZ 80 TOP OF GARAGE SLAB = 108.20 ROOF AT RIDGE = 132.28 ALLOWABLE BUILDING HEIGHT = 132.80 (1OZ 80 + 25 FT) IMPERVIOUS AREAS HOUSE+COVERED D/W, PA 170 & WALK 3, 000 SF (ROOF LINE) UNCOVERED PA770 AND WALK 150 SF UNCOVERED DRIVEWAY 1.250 SF TOTAL = 4,400 SF LOT COVERAGE (OVERALL SITE) LOT AREA: 17,911 SF ALLOWABLE COVERAGE (357.) 6,269 SF HOUSE, COVERED DECK AND GARAGE 2,647 SF PERCENT COVERAGE 14.789' PATCH/NG/OVERLAY NOTE UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL EN77REL Y WI THIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, THEN A FULL WIDTH OVERLAY IS REQUIRED. STORM DRAINAGE NOTES IF 774E RIM TO INVERT OF ANY CATCH BASIN EXCEEDS 5 FEET A TYPE II CATCH BASIN WILL BE REQUIRED. F0077NG DRAINS TO CONNECT TO STORM DRAINAGE SYSTEM DOWNSTREAM OF STORM SYSTEM OR CONTRACTOR MAY INSTALL AND CONNECT TO DRY WELL. AGENCIES/UTILITIES JURISDICTION CITY OF EDMONDS WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE FRONTIER COMMUNICATIONS ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE GARBAGE REPUBLIC SERVICE SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. CONSTRUCT/ON NOTE APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO U77LI77ES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS 774AT IS CAUSED OR OCCURS DURING 774E PERMITTED PROJECT. UTILITY NOTE ALL NEW U77LI77ES ARE REQUIRED TO BE INSTALLED UNDERGROUND. _ PUGET SOUND CASPE DALEY EDA40A sT DAYTON ST n PUGET DR a 2 - a a � 2 � z 0 ST BELL ST a • 2 WALNUT ST W i HA qL I RO TE 6� s,P VICINITY/ HAUL ROUTE MAP NOT TO SCALE PROJECT TEAM OWNER / APPLICANT SELECT HOMES 16531 13TH AVENUE W. #A 107 LYNNWOOD, WASHINGTON 98037 (425) 742-6044 EMAIL: KAYLA.CLARKOOUTL00KCOM CONTACT- KAYLA CLARK SURVEYOR LOVELL-SAUERLAND & ASSOCIATES, INC. 19217 36 TH A VE S, SUITE 106 LYNNWOOD, WA 98036 (425) 775-1591 CONTACT- JEFFREY T. TREIBER SITE DATA SITE ADDRESS.• EDMONDS, WA 98020 TAX PARCEL ID NUMBER: TOTAL SITE AREA: CIVIL ENGINEER RAM ENGINEERING, INC. 16531 13TH AVE W, SUITE A 108 LYNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL@RAMENGINEERINGINC.COM CONTACT: ROB L. LONG, PE 612 77H AVE S 27OJ25002OJ500 17,911 SF (0.41 AC) 110 HIGHWAY 991 INTERSTATE 5 SHEET INDEX CITY OF EDMONDS 1 SP-01 SITE DEVELOPMENT PLAN 2 ON-01 GENERAL NOTES & DETAILS 3 TP-01 CLEARING, GRADING & TESC PLAN 4 DT-01 STANDARD DETAILS w what's below. Call before you dig. AS -BUILT PLN20171436 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE.• BY CITY ENGINEERING DIVISION RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m :a � O W W y v C, W Lo W W 0 0 U C3 J ti J J Q Q N CIO 11119115 ENGINEER: ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE.SCALE.- AS NOTED AS NOTED JOB NO. 16-033 SHEET.• SP-01 SHT 1 OF 4