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SFR ASBUILT-614 7TH AVE S-BLD20180308.pdfPOTENTIAL LANDSLIDE HAZARD AREA I 1 (SEE NOTE THIS SHEET) ; \ \ 1 1 EXTENT OF GRADING BACK YARD TO BE CUT TO ELEVATION 103.0E 10' PRIVATE SEWER EA SEMEN T TO BENEFIT . IPA CONC BLOCK 4" PVC (3034) SAN S SERVICE BE INSTALLED PART OF SHORT PLAT CONSTRUCTION NW 1/4, SEC 25, TWP 27N, ROE 3E, W.M. LOT 1 - 7TH AVE S SHORT PLAT SITE DEVELOPMENT PLAN ;e 11O�J�-.o I � / 0 _ / dam• � 2 I / �� -- \ \\ 1 /// O f ` 2 WELL IU D 13' LONG X 4' DEEP D IL ON SHEET DT-01) / I \ \ 1111 zp CB 2 \ CB 31 TYPE l \ /DIRECTED 11 CONNECTED )�g__:_Ell 2+27.59, 172' LT1 WALL DRAIN TO RUNOFF SS JO FOOTINGDRAIN\=3585 27 TO CB#2. RIMIE 05.80 (IN-W \ ( ) 3 TOP 106 � lN89'J425' \I�l(�1191.52 DRY UTILITIES 6" 1E 105.80 (OUT-S)TOE 10J 3 TOP 106 , E 1100. 00 (IN-E)TOE 103 eIE 1100.00 (OUT-W) �i -o 104 23 2TOP 111UO3 TOE 108 TOE 108 TOE 109E 131.70' HG- - - 1p_�__� - 109.0E . Fr I I I �----------------------------------- -- _ oI / 48'-4" PVC (3034),@ 8.809 1j0�1 \ \ I ca I II/30�WlDEI D IVEWAY CUT /I N OE 103 EAST DRY WELL I \ I (ROOF DRAIN TIGIIITLINE) { I 1 1 - - G I I INSTALL S PART OF 1 \\ I I I I 16 WIDE X 15 LO G \X 4 DEEP I i I I i . .. .. SHORT P A CONSTRUCTION 1 I \ -103.0 _ JI I (SEE DETAIL ON Sl1EEY DT-01) I I I 6" PVC 34 �-'� I. J SEE GEO TECHNI CALI REPORT FOR I I �� I STORM D AIN . -11.0 y \ RECOMMENDA TIONS I ON EXACT LOCA\770N &DEPTH----�---- I I = /� \ \ \ I 4 PVC 3034 I 1 I\\\ I I I ROOF DRAIN DRAIN ® \1.O6 MIN I I I g . 1 I cn \\ I I \ I I GARAGE I CONCRETE I �I I. III CONC \ 112.50 I DRI VEO Y \ INSTALLED ADDITIONAL \\ I PATIO 1 I 4" PVC (3034) I 1 I I I i \ MAILBOX FOR LOT 1 1 \\ I I I FOOTING DRAIN I / I �' (MAX. SLOPE 149) o 'III % 1 i I 1 I I (TYP) I I fit I / I I I I I, �--- ----- .. o 1I ► r �I\ C9 III IIII -FG \ " �': , II -, I I I III I \ I I I .\ ; PR�PO��HOUSE�. / i / T - I = I I II I FOO G DRYWELL \ MAIN FF 5g,; /'/ I I 1 r I I o ��- 111m0 1 1 I 111 I LOWER FF 10 . Off 7 III I I I I I o I I I I I I I III I I W I II I 1� ', ' I I I I � III I 1 '\ III \l I `\ I NSTALLED 6"PERFORATED I III �N \ I.a1 I CON UCTED 4" 3034 VC OBSERVATION WELL @ 10' JOINT UTILITY I I I I . 111 a PVC SAN SEWER SERVICE 1 _ - SENTER OF DRY WELL (SEE EASEMENT I I o III , 1 _ �\ I I T I DETAIL ON SHT-GN-OIL , 8' o I '/ \ I © 2.O�MMr \ 1 _ t-- u oil 1 ' I'I SSCo I \\ I' L_ J� I III I �I 1 1 .24' IE 99.4 `\\ I `\\ L _ = J 111 5' WASHINGTON � I I \ \� I NATURAL GAS CO 1 � I I I ` I / EASEMENN PER II \- INSTALLED 9"X9" 111 AF NO 870909OJ42 I II 1 I �'�� 1I� _ 1 CONNECTED TO SEWER STUB o CONNECTED WALL DRAIN `�� YARD DRAIN I I{ I� I� J ; l I I - aI- 1E 98.0f X, 1 CONTRACTOR TO VERIFY TO FOOTING DRAIN _ �- I I I II / III 1 _ _ I III PRIOR TO CONSTRUCTION \I o/ �� I I 20' BSBLI I II I I O I-�-------- \ I II / / I III 0 . / 112.5 - - O --��-� I r ^ II cv �I FG / i . NEW CURB & GUTTER FOR - I I I� / 1 �. { II GIN OF PROPERTY ---- ,F I I / UNSTAL D AS PART OF SHORT \ oL - S _------ - - ]-- BSBL T1P) I FG FLAT STRUCTION ------ N off,� - -- - ----- / I / 0 / 112 4 GATE -00 1 -x--�--0H01 �t P---89-34OH-rt--O -- -T- CO 3---<-�-- TOP 111:B _-------- TOP 1120 2 1 =-. --- HP- -- SS ----SS--- j� S�SSCO TOE 104'5 TOE 108.0 TOE 110.0 i I I. 6 SS (APPROX) f ---W-��-W----W---W----W---W---W---W- --W - -W�- -�W II � III I I BUILDING HEIGHT CAL COLA TIONS (AEG) ELEVATION A: 10701 ELEVATION B. 112.27 ELEVA T/ON C. 110.21 ELEVATION D: 101.42 TOTAL: = 430.93 AVERAGE ORIGINAL GRADE (AOG) = 107.73 MAIN FINISHED FLOOR = 113.50 ROOF AT RIDGE = 131.58 ALLOWABLE BUILDING HEIGHT = 132.73 (107.73 + 25 FT) n IMPERVIOUS AREAS PROJECT SI IE CA TEGOR K CA TEGORY 2 DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) TYPE OF AREA SQUARE FOOTAGE STORM WA TER FACILI TY LA WN AND LANDSCAPE 4,659 SF SOIL AMENDMENTS ROOFS 3, 750 SF INFIL IRA TION TRENCH HARD SURFACES 1, 600 SF INFIL IRA TION TRENCH 25% RETROFIT 0 SF N.A. 8 DI WA TER INSTALLED 1-1 2 PE 200 PSI) FROM METER TO HOUSE I .III (TRACER WIRE TO BE INSTALLED WITH WATER LINE) I I I' III I III I � WATER SERVICES WITH 1 METERS INSTALLED AS PART OF - SHORT PLAT CONSTRUCTION UTILITY NOTE LL NEW UTILITIES ARE REQUIRED TO BE INSTALLED NDERGROUND. SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. STORM DRA/NAGS NOTES IF THE RIM TO INVERT OF ANY CATCH BASIN EXCEEDS 5 FEET A TYPE II CATCH BASIN WILL BE REQUIRED. FOOTING DRAINS TO CONNECT TO DRY WELL. LOT COVERAGE (OVERALL SITE) LOT AREA: 10, 009 SF ALLOWABLE COVERAGE (359.) 3,503 SF HOUSE, COVERED DECK AND GARAGE 3,292 SF PERCENT COVERAGE 32.91w. CONSTRUCT/ON NOTE APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT -OF- WAY PER CITY STANDARDS TVA T IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. SCALE. 1" = 10' 0 5 10 20 T !BCOOIA AR S Q 'K y PINE ST 2 Q N RD y M sT - e 220 S SW �0 _ 224 S S PUGET SOUND 3� 228 T S 'K S DEER D 2 N T SW WACHUSETT RD 77, PROJECT TEAM OWNER / APPL/CANT VICINITY MAP NOT TO SCALE CIVIL ENGINEER 16531 13TH AVENUE W. #A 107 16531 13TH AVE W, SUITE A 108 L YNNWOOD, WASHINGTON 98037 L YNNWOOD, WA 98037 (425) 742-6044 (425) 678-6960 EMAIL: KAYLA.CLARK@OUTLOOK.COM EMAIL: ROBL@RAMENGINEERINGINC.COM CONTACT- KAYLA CLARK CONTACT ROB L. LONG, PE SURVEYOR LOVELL-SAUERLAND & ASSOCIATES, INC. 19217 36 TH A VE S, SUITE 106 L YNNWOOD, WA 98036 (425) 775-1591 CONTACT.' JEFFREY T. TREIBER LEGAL 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 I; 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 77H AVENUE S. ELEVATION : 100.00 DATUM : ASSUMED SITE DATA SITE ADDRESS: 614 7TH AVE S EDMONDS, WA 98020 TAX PARCEL ID NUMBER: 27OJ25002OJ500 TOTAL SITE AREA: 10,009 SF (0.23 AC) EXISTING ZONING. RS-6 AGENCIES/UTILITIES JURISDICTION CITY OF EDMONDS WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS STORMWATER 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 SHEET INDEX CITY OF EDMONDS 1 SP-01 SITE DEVELOPMENT PLAN 2 GN-01 GENERAL NOTES & LEGEND 3 TP-01 CLEARING, GRADING & TESC PLAN 4 DT-01 GENERAL DETAILS POTENTIAL LANDSLIDE HAZARD AREA THE GEOTECHNICAL ENGINEER RECOMMENDS A MINIMUM BUILDING SETBACK OF 15 FEET FROM THE SLOPED AREA TO THE WEST. THE SETBACK SHOULD BE MEASURED HORIZONTALLY FROM THE EDGE OF THE FOOTING TO THE FACE OF THE SLOPE. THIS MINIMUM SETBACK WILL ENSURE THE BUILDING DOES NOT INCREASE THE LOADING ON THE SLOPE. SEE GEOTECHNICAL ENGINEERING STUDY BY EARTH SOLUTIONS NW. LLC. I Know what's below. Call before you dig. AS -BUILT BLD20180308 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DA TE.• BY CITY ENGINEERING DI VISION RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM 2 y V J O ti p j U O U � Q � � O 2 � o J � J O m m co Q O CIO 00 rn N ZHNInIm- loft Q � 4Zj Zoo � p M 4 W Z� W � W J J W m � � y W1 y O v GISTO is �effl IONeT. W 3/221/9 L4 Lk ENGINEER. ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE.- SCALE: 2128118 AS NOTED JOB NO. 16-033 SHEET. - SP-01 SHT I OF-4