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ENG PROJECT ASBUILTSW 1/4, SW 1/4, SEC 18, TWP 27N, RGE 4E, W.M. BINDER VEILLEUX SFR --- -- SITE DEVELOPMENT PLANS N7 / EXISTING FIRE HYDRANT --i---SD- ► - I o - - - - -` _ SD SD----SD----SD-0�_� ` / 1301.48 FEET; /..rJ �7: ur..cvK►v�rc....� �a _____ - THENCE ALONG THE SOUTH MARGIN OF THE COUNTY ROAD, SOUTH 8931'52 I.: ON. _PROPERTY: LINE. { Izp PROVIDE MINIMUM -.- I I I I (SEE DETAIL SHT GN-01) I.:: I EAST 599.24 FEET TO THE NORTHWESTERLY CORNER OF THE TRACT HEREIN I �� 10' LONG VEGETATED SEWER LATERAL TV D �Y : THE..CITY OF .EDMOIVDS. SE R 1 I I DRY UTILITIES 1 DESCRIBED AS THE TRUE POINT OF BEGINNING, FLOW PATH DEPARTMENT TO DETE MlldE./F L/N : CAN. BE: RE=US 1 \rn a THENCE CONTINUE SOUTH 89:31'52" EAST ALONG SAID SOUTH MARGIN OF THE INSTALLED 6" SANITARY SEWER m qN I I �' 1 344.6E IF A NEW SEWER LATE�i'AL::I:S..REG?URED..T1•fE:CONNEC.ON COUNTY ROAD A DISTANCE OF 115.00 FEET, s C ,EANOUT @ PROPERTY LINE A T THE SEWER MAIN H;4LL:.BE.. GU :.11V.. YYITK : %11E...:::: I I 2' GRAVEL TRANSITION ZONE z i THENCE SOUTH A DISTANCE OF 105.00 FEET, PEf��CITY STD DWG NO. INSTALLATION OF A W){E .PER, . EI TY. TAIVD ROS .... { I I SS- 0 PER COE STD DETAIL SD-635) i 6-� SEE SHEET DT-01 THENCE NORTH 893152" WEST PARALLEL WITH THE SOUTH MARGIN OF 192ND ( ) STREET SOUTHWEST A DISTANCE OF 115.00 FEET, I.:. { =I (SSCO �rO HAVE 12" CAST IRON -.� ,�T. • I II I E /.. . o LAMPHOLiE COVER WITH 112" II 626 .40 THENCE NORTH A DISTANCE OF 105.00 FEET TO THE TRUE POINT OF �. I I W . BEGINNING. I I HEX BOL TYP) Q I 571.1.54. I 345.35 .: { I 4 PVC SIDE I I 1 SEWER ®2. 09 / I . 343 4a. 01..� FG I 16' MIN ASPHALT DRI VEWA Y (ALSO KNOWN AS A PORTION OF TRACT 14, BLOCK 2, SUNSET ACRES, I'. I 1 \\ MIN SLOPE / R=15' 1 �lE 341 &3 (l ) (SEE TYPICAL CROSS-SECTION ACCORDING TO THE UNRECORDED PLA T THEREOF.) [ :: I II a \ - - - - - - - 1 f 1E .341:.63. (I .+§W) 345.2E ON SHEET GN-01) -- ---------- EG f ---- - - - r--------- ---------------------------= r----------------� �` lE 341.83 ( ,T�NW) I SI TUA TE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. } . . I I I -- -------------- _ _ - - I ------ - - I. COVERED -- --- } EG. . { III I ' SSCO PORCH / EG : I SDCO lE 341.65 { I 11 - :.:;-.: $ ..... :::A':<µ« I. INSTALLED 'lVO PARKING BASIS OF BEARINGS # .. I lE 340.8E <8 II CONNECTED 4" PVC RpOF / ANY TIME" SIGNS AT 50 cV II \ ////i DRAIN TO CB 1 2. m� Ml THE MONUMENTED CENTERLINE OF 192ND ST. S. W. AS THE BEARING OF N 8930 26" W I I 1 FOOT SPACING TYP 4 JII 1 I I 4" PVC FOOTING DRAIN 0 1 1 343.38 G /.;.<.':..; . , . .: •. j j ..1: I . . BENCH MARK I I I I 11.09 MIN CONNECTED = I III SYSTEM DOWNSTREAM OF 6" 1E 3 1.6 SAWG(JT E� I o II 10' N PERFORATED STUB -OUT �- I ---- :I, :.:' . ':`_:...:.:'z.:' I: PA1/EMEf. FOUND CASED CONC. MON. AT THE INTERSECTION OF 88TH AVE. W. & �II t I 344.82 CONNECTION SIDE BSBL r _ v I I.1 192ND ST. S. W. (PER GPS OBSER VA TIONS) } 1 � , � ....:344: 7f .. : 'I FG . }. --- -- O EG: ELEVA TION 368.47' p I i srst I II I I ; -:c�, f \ 1 GARA °liR��l4E - :.....::.:.:... . DA TUM : NA VD 88 ASPHALT :: I I / Irj 1 I I I i I I .� 344.4E I . FF 343 r .` " 1 I I APPROX LOCATION OF EXISTING UTILITIES II WINDOW WELL CONCRETE li I \5;. :'. CONTRACTOR TO VERIFIY LOCATION SURVEY REFERENCE 11 � I . ':�.:�:'" ::. ;; :..-:,> . I. \ HOUSE 1 343 38 , L ..... :::.::::w } . VICINITY MAP II WALLS 6" ABOVE FINISHED I I.I PRIOR TO CONSTRUCTION) (R1) PLAT OF SURVEY - VOL. 25, PG. 127 I II lu ... I I MAIN FF 343.88 I I GRADE. CONNECTED WINDOW I FG II' \ I ; ::::.... ,,,'..::. .. . .. .: ........ ..... .. ', ::;,;,..'.:.'? .>. .............. ..I . j NOT TO SCALE (R2) PLAT OF SURVEY - VOL. 20, PG. 28 { a --- WELL FOOTING SUMP PUMP------- :';;t:, � � ASPHALT . NETTLES JIM & HEIDI I II I I DRAIN TO FOOTING DRAIN __________-, -------- SYSTEM {.' .. ` d I . ::. . r . II J.. 8920 192ND ST SW EDMONDS, WA 98026 } ::.. I II O PATCH/NG/OVERLA Y NOTE 1 DRAIN r------ I :...:... .:..., : ;:. I I.. BEECHIE TIMOTHY J SFR I o I I .�=': � �"=::� :;:.:. 1 ... .: ..:: . 27041800302300 o 1 I I III I.:. : ; ::�; ��:` ; , , � : � ° : .... ...................... ...... ......... .�T a . a .. 1, II 8840c. 8840 192ND ST SW PROJECT TEAM I EDMONDS, WA 98026 UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH 1 P 2 II 1 I ; ;:. - . I I I SFR OR HALF WIDTH O VERLA Y WILL BE REQUIRED DEPENDING Q I \ { I I I III I DOWNSPOUT 1343.38 1 � .. l I .� 344.7E EG 27041800301200 OWNER / APPL/CANT CIVIL ENGINEER ON THE EXTENT OF DISTURBANCE. WHERE UTILITY I \ I I iI II DRAIN (TYP.) IL/ -----•7 Q- c� I.'. GAETAN VE/LLEUX & RAM ENGINEERING, INC. . . 344:5t EC ►.. I 344.78 DEBORAH BINDER 16531 13TH AVE W, SUITE A 108 { I II I j II I } I.. I 8816 207TH PL SW LYNNWOOD, WA 98037 PATCHES FALL ENTIRELY hn THIN ONE TRAVEL LANE, THE I . OVERLAY SHALL EXTEND TO THE CENTERLINE OF i i T -- -- T, r---_-- _ _- FG i I III II I IT III III-------_ � 344:5f EG ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH � = 1 ;II � / I;I II III I I � } 1 EDMONDS, WA 98026 425) 678-6960 { I p I--==--==-�------------ I I III I L EMAIL: ROBL@RAMENGINEERINGINC.COM TRAVEL LANES, THEN A FULL WIDTH OVERLAY IS �; 1------------------------ II III I I 1 f13' 1 3' REQUIRED. 1 II I I r__------ - o CONTACT: ROB L. LONG, PE III 1 SURVEYOR I I I III ► PACIFIC COAST SURVEYS, INC. i -- ---- _t - __, --- COVERED I II III ► I . I. I PO BOX 13619 CONSTRUCT/ON NOTE { I i `3¢2 I PATIO ------------ ��i II 3 I { MILL CREEK, WA 98082 / I j --- ---------- - I I . I. { I I II I 10 III. �..I..I 2:1 (425) 512-7099 = - - _ I _ I SIDE BSBL I } �. CONTACT.- DARREN J. RIDDLE I D� I f TAPER 1 I BUILDING EAVE (TYP) I C I I 4„ FOOTING DRIAN TYP ' V 25..I.... .. �. i 4" PVC (TYP) �I.... -L I b 1 I EGRESS.. EA.SEith�NT .I FOOTING DRAIN I 4" ROOF DRAIN (TYP) ^� 7I1 SITE DATA I ...................... i @ 1.Oq MlN I I (1FM2Q1911.�90. 5).{ i I EXISTING GROUND 3 { ' 1 CONTOUR TYP \ I SITE ADDRESS: 8912 192ND ST SW, EDMONDS, WA 98026 V//I6// H /VV/ca7 I. I I I J \ I. I m 2' GRAVEL TRANSITION ZONE , .: •, ...:.......:.........., I I ....:..:..:....:.:..:.....{ 344.74 o INSTALLED 10' LENGTH FOOTING I1 } { PARCEL NO.: 27041800303700 1. ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED I.: { I I DRAIN DRYWELL TRENCH L m (PER COE STD DETAIL SD-635) :: I 344:7t: FG UNDERGROUND. 10 I TOTAL SITE AREA: 12,075 SF (0.28 AC) 1 { I I I ... 2. ON PRIVATE PROPERTY 3-FT SEPARATION REQUIRED I t i c� I I EXISTING ZONING: RS-12 I .............. I :: u �'. BETWEEN DRY UTILITIES AND WATER SERWER STORM. I I . I PROVIDED MINIMUM � ...,: 'sue:. :.... ,...,.t: r I . : / / I: I a 10' L ONG VEGETATED l I �C 5-FT WITHIN ROW. 10-FT BETWEEN WATER &SEWER. o FLOW PA TH \ i \\� I I . A GENC/ES/UT/L /T/ES : I I I JURISDICTION CITY OF EDMONDS STORM DRA/NAGS NOTES I I j j ��\ - �` I I WATER DISTRICT CITY OF EDMONDS x -x � � � I � ... ...... .. ...... .. ..I 344.5E � - WOOD FENCE SEWER DISTRICT CITY OF EDMONDS 1. IF THE RIM TO INVERT OF ANY CA TCH BASIN I . I I WOOD FENCE I I �� EG I STORMWA TER CITY OF EDMONDS EXCEEDS 5 FEET A TYPE ll CATCH BASIN WILL BE I: I I 1.1 I 0.7' 10X42'REINFORCED END FENCE 0.3'(S? I / t: a FOUND REBAR, I CONCRETE SHED SLAB OF PROPERTY LINE SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 REQUIRED. I: Io FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 NO CAP. 0.1'(N) I ELEV. 344.0E .. �... . I I OF CORNER I FOUND REBAR, NO CAP. TELEPHONE FRONTIER COMMUNICATIONS GRANT KRIS TIN M & KENNETH B I C I I FOX JOHN J (SLOPED TO WEST) 1........:..1r 2. FOOTING DRAIN DRYWELL TRENCHES TO BE 8940 192ND ST SW I I I 8908 192ND ST SW 0.1'(S) OF CORNER ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 END FENCE 0.3' E & I I \ . I . . APPROVED & INSTALLED ON LOT DURING BUILDING EDMONDS, WA 98026 I <) I EDMONDS, WA 98026 I �\ I I GAS PSE 1.5SFR (S) OF CORNER I r'11A/CTPI MT►11AI SFR I I I d GARBAGE REPUBLIC SERVICE IF RE -USING EXISTING SEWER LATERAL (FROM PROPERTY LINE TO CITY MAIN) CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDMOND'S SEWER DI VISION AT 425- 771- 0235. 27041800JO2100 I I : I ' 27041800310800 { Io SHEET INDEX 1 SP-01 SITE DEVELOPMENT PLAN 2 GN-01 GENERAL NOTES & LEGEND 3 TP-01 CLEARING, GRADING & TESC PLAN 4 DT-01 GENERAL DETAILS IMPERVIOUS AREAS PROJECT SITE CA TEGORY CA TEGORY 2 DISCHARGE LOCATION. C/TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) EDMONDS WATER SHED: FRU17DALE TYPE OF AREA SQUARE FOOTAGE STORMWA TER FACILITY LAWN AND LANDSCAPE 7,184 SF SOIL AMENDMENTS BMP T5.13 ROOFS 3,896 SF PERF STUB -OUT CONNECTION BMP T5.10C HARD SURFACES ONS/TE = OFFS/TE SHARED D/W = 355 SF 640 SF 355 SF WALK AND PAT/0 AREAS SHEETFLOW DISPERSED BMP T5.12 DR/VEWA Y EXEMPT PER EDMONDS STORMWA TER ADDENDUM 6. J.1 EXEMPT PER EDMONDS STORMWATER ADDENDUM 6.3.1 25X RETROFIT 0 SF N.A. BUILDING HEIGHT CALCULATIONS (AEG) ELEVA T/ON A: 341.76 ELEVA T/ON B. 344.01 ELEVA T/ON C. 344.03 ELEVA T/ON D: 341.00 TOTAL: = 1370.80 AVERAGE ORIGINAL GRADE (AOG): = 342.70 MAIN FINISHED FLOOR: = 343.88 ROOF A T RIDGE. • = 366.99 ALLOWABLE BUILDING HEIGHT- = 367.70 (342.70 + 25 FT) SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T. 5.1 J. LOT COVERAGE LOT AREA: 12, 075 SF ALLOWABLE COVERAGE (357.): 4,226 SF HOUSE, COVERED PA T/0 & GARAGE: 3, 497 SF PERCENT COVERAGE: 29.0% Know what's below. Call before you dig. AS -BUILT BLD2020-0412 APPROVED FOR CONSTRUCT/ON 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 O y � � U W Q � 2 O c O ti U W 5 m I m I Q Q � 0 O N 1AIM©E Z Z X (4 Q Q O W 0 V ENGINEER: ROB L. LONG, PE DRAWN B Y.- BR/AN CLARK ISSUE DATE: SCALE: 4117120 AS NOTED JOB NO: 20-001 SHEET: SP-0 1 SHT I OF 4