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ENG PROJECT ASBUILTOBSERVATION WELL , BETWEEN PRF PIPES I INFIL IRA TION TRENCH 12 WIDE x 44 LONG X 3 DEEP WITH 2-6" PERFORATED PVC PIPES I (SEE DETAILS ON SHEET GN-01) , / / , / I � I LINDSA Y'S ADDITION ' VOL 18 PG 1 0 �� SDCO (4 TYP) CLEANOUT ' RIM 52.0 (MIN) / 6" lE 49.00 (IN -NE) / 6" lE 49.00 (IN -SE) / It - APPROX. LOCH TION OF EX SEWER LA TERAL I i I � Q 41 I � '04" R=40.6W\/ L=35.8j \ CHANNEL DRAIN \ TOP 52.2 \ (CONNECT TO SDCO' SOUTH OF DRIVEW4 I INSTALLED 6" SANITARY SEWER \ CLEANOUT ® PROPERTY LINE PEA I SCITY STD DWG NO. SS-200 \ (SEE ShTET DT-01) (SSCO TON4AVE 12" CAST IRON LAMPHOLE COVER WITH 1/2" HEX \ BOL IS, TYP) � SS\ I \ I \ I SSA CALCULATIONS (AEG) ELEVA TION A: 51.32 ELEVA TION B. 60.52 ELEVA TION C. 60.49 ELEVA TION A 51.35 TOTAL: = 223.58 A VERAGE ORIGINAL GRADE (AOG) = 55.90 MAIN FINISHED FLOOR = 64.00 ROOF A T RIDGE = 80.16 ALLOWABLE BUILDING HEIGHT = 80.90 (55.90 + 25 FT) LINE (SEE TYP SECTION, SHEET DT-01) SA WCUT EX �\\ PA VEMENT \ INSTALLED 1" WATER METER 1T P�60 PS!) FROM WATER MAIN 70 METER & 1-1/2" PE (160> FROM METEfc' TO HOUSE SEE DETAILS W4-130� GU-400 ON SHEET TD-01 (TRACER WIRE TO BE INSTALLED WITH WATER LINE) i t/ //I/rC" Y/VVa7 P191A�/11a7 PROJECT St TE CA TEGOR Y CA TEGOR Y 2 DISCHARGE LOCATION: SHEET FLOW/INFIL TRA TION SE 1/4, SEC 13, TWP 27N, RGE 3E, W. M. '18828 SOUND VIEW PLACE SITE DEVELOPMENT PLANS (PER GEO TECH RECOMMENDA TIONS) FOOTING DRAIN 1.07 MIN EXISTING GROUND LINDSAY'S ADDITION VOL 18, PG 1 't WALL DRAIN CONNECTION (3' MIN DEPTH) , moo ROOF TIGHTLINE RAN TO INFIL IRA TION FACILITY 60 _ 3' MAX HIGH CONCRETE BLOCK WALL SCALE. 1 " = 10' 0 5 10 20 IN \Y\Y GARAGE i ,i /' \ /' � - -- - 1\ / \ 63. 0 �) FF 53.50 P T c' cVs \ SDCO 3 / 0 / �`\ CLEANOUT \ FG CD / RIM 53.50 / \ / % X 4' lE 50.50 (IN -SE) / \ / \\ \ \ //94, 40 \ / / 4,.1E 50.50 (IN-E) GARAGE / `\ 6" 1E 50.50 (OUT -NW) \ FF 63.5It INSTALLED ASPHALT / DRIVEWAY TO PROPERTY CONCRETE C\ j LINE (SEE TYP SECTION, �' �,9 DRIVEWAY SHEET 0T-01) 54 - 4 P.VC`(3034) @ 1.007 63.00 MIN �� \ \ `\ / 63.50 _ �� . 4)/ \�\\ RTIdENDSNAS REQD) `\`\ \ \\ FG CHANNEL DRAIN FG c O i / INSTALLED 3'i DRYWELL ` ` `\\ TOP 63.0 `W.7�4 Tc ORAI �� \ COVERED `/ �/ (CONNECTED TO SOCO ROCKFQR WALL DRAIN PORCH i SOUTH OF DRIVEWAY) CO NNE 77ON (3' MIN D TH) \ / / ?oo 0 62.3f NSTALLED CONC EG / MAILBOX WALK ASPHALT / `.` / / FG• 00 SDCO 5 DRIVEWAY �� CLEANOUT \ \ s2� 46 =4" PVC (3034) ® 2.209 RIM 63.00 / Apo,, �`4" lE 61.00 (OUT-W)/ CONCRETE � S �h°� � i \ > BLOCK WALL \ B� ��' SA WCUT EX p �\� (; <1 / PA VEMEN T SDCO 4 CLEANOUT S� �i'624f RIM 63.00 � / EG 10' JOINT 4" lE 60.00 (IN-E) \ UTILITY 4" lE 60.00 (OUT -NW) ♦ ��'"-- / �� / \ \A EASEMENT61 DRY UTILITIES 61 O O It (0 / TYPE OF AREA SO. FT. STORMWA TER FACILI TY LAWN & LANDSCAPE 7,741 SF SOIL AMENDMENTS T5.13 ROOFS 3, 995 SF INFIL TRA TION TRENCH HARD SURFACES 2,100 SF INFIL MA TION TRENCH 25X RETROFIT X SF N.A. / ® PUGET SOUND ccii o y3 SW o s a 3 SITE 188 TH �a a ro O1 92ND I VICINITY MAP NOT TO SCALE RAMI ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE Al08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m � o LEGAL DESCRIPTION LOT 2, LINDSAY'S ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 18 OF j PLATS, PAGE 1, RECORDS OF SNOHOMISH COUNTY, WASHING TON; m m TOGETHER WITH AN UNDIVIDED 1/7 INTEREST IN THE FOLLOWING DESCRIBED TRACT THAT Q co PORTION OF GOVERNMENT LOT 3 IN SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTHWESTERLY LINE OF THE GREAT NORTHERN p RAILWAY RIGHT-OF-WAY WITH THE NORTH LINE OF SAID GOVERNMENT LOT THENCE SOUTHWESTERLY ALONG SAID RIGHT-OF-WAY LINE 350.00 FEET - THENCE WESTERLY PARALLEL TO THE NORTH LINE OF SAID GOVERNMENT LOT 70.00 FEET, MORE OR LESS TO THE GOVERNMENT MEANDER LINE,• THENCE NORTHEASTERLY ALONG SAID MEANDER LINE 350.00 FEET, MORE OR LESS TO THE NORTHWEST CORNER OF SAID LOT 3,• z N THENCE EASTERLY 70.00 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON. BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF SOUND VIEW PL., AS THE BEARING OF N 37'17'00" E. BENCH MARK Z FOUND CASED CONC. MON. AT THE INTERSECTION OF SOUND VIEW PLACE AND LINDSAY PLACE. (PER GPS OBSERVATIONS) 44 % ELEVATION: 61.98' Q DA TUM : NA VD 88 PROJECT TEAM OWNER/APPLICANT CIVIL ENGINEER J SELECT HOMES RAM ENGINEERING, INC. 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 NICHOLS CONTACT.- ROB L. LONG PE SURVEYOR 4 N � � N PACIFIC COAST SURVEYS, INC. PO BOX 13619 O MILL CREEK, WA 98082 512-7099 CONTACT.- O O O CONTACT.• DARREN J. RIDDLE SITE DATA J N Q SITE ADDRESS:18828 SOUND VIEW PLACE, EDMONDS, WA 98020 � , .4� m TOTAL SITE AREA: 13,274 SF (0.30 AC) 4 W O EXISTING ZONING: RS-12 O AGENCIES/UTILITIES y0 JURISDICTION CITY OF EDMONDS Q WATER DISTRICT CITY OF EDMONDS O SEWER DISTRICT CITY OF EDMONDS STORM WA TER CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 Q FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE FRONTIER COMMUNICATIONS ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 1 i GAS PSE % GARBAGE REPUBLIC SERVICE V .�� L , SHEET INDEX o4� WAs��lo� 1 SP-01 SITE DEVELOPMENT PLAN - d 2 GN-01 GENERAL NOTES & LEGEND �EGIST 8 3 TP-01 CLEARING, GRADING & TESC PLAN �sslo� 4 DT-01 GENERAL DETAILS NAL 4 Know whars below. Call More you dig. AS -BUILT BLD2020-0229 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE.• BY CITY ENGINEERING DIVISION 5/16/z/ ENGINEER: ROB L. LONG, PE DRA WN BY.• MIKE MORRIS ISSUE DA TE.• SCALE.• 2120120 AS NOTED JOB ND: 19-020 SHEET SP-0 1 SH T I OF 4