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ENG ASBUILT (2)0 NE 1/4, SEC 25, TWP 27N, RGE 3E, W. M. WES 7wHA VEN -LOT 4 SITE DEVELOPMENT PLANS ---------- /............ . ... = W.------------ ---_ W �/ I 1 30. ra N8852, .W 110.01 1: 1 �.. .. j..I.. I I I I - { LEGAL DESCRIPTION \ !~ FG 4 FG : _- - \. �-------------- \- 1 LOT 4, PLAT OF WEST HAVEN, ACCORDING TO THE PLAT THEREOF �� / I 100.0 RECORDED UNDER AUDI TORS FILE NO. 201910075001, RECORDS I o �\ , I FG OF SNOHOMISH COUNTY, WASHINGTON. i -I I �`� o a GARAGE SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, I i I v I I ^ \ I D �pyAy I FF 100.00 STATE OF WASHINGTON. / `�� I I i i I I \,♦ j I I 8, 0 SF I o BASIS OF BEARINGS I% I I ; I Fc°°.° I Iwo I 978 W �"� a' 6 09 COVERED Q THE MONUMENTED CENTERLINE OF 98TH AVENUE W, PER PLAT OF I I I i FG = o ♦ I d i z � PORCH SURVEY FOR EVAN M. PAULS, AS RECORDED UNDER AUDITORS FILE NO. 201406125003. I 14" I VC (30 4) FOOTING 25 HOUSE I I QRAv ® 1 Q9 ON, I MAIN FF 101.50 1� BENCH MARK I I& MIN LENGTH .:QOTING. : ,ssco � DRAIN DPYWELL TRENCH I lE 99.Of SDCO i 1 MA NAIL SET FLUSH WI TH ASPHAL T SURFACE, ON WEST SIDE OF I (PER GE TECH i a \ --- - - lE 99.%f REdOMM NDATIS).*.*.*..*.*..zo I 9� • / -� --- -- LOTH AVENUE (98TH AVENUE W.), AS SHOWN HEREON. SAIDLo - - POINT BEING f38' WEST OF THE SOUTHWEST PROPERTY CORNER, AND f 6. 0' SOUTH OF EDGE OF PAVEMENT. - - CONNECTED N88 52'50 "W 110.01 ' r ` ELEVATION : 100.00 TO SEWER 4" PVC (3034) DATUM : ASSUMED �. I o_ I I I STUB SEWER SERVICE i = I I j lE 98.Of © 2.07 MIN 1 " WATER SER LACE INSTAL D: - AS : PART OF SHORT PLAT. I INSTALLED 1" WATER ME R AND 10' PRIVATE SEWER 1-1/2" PE (160 PSI) SERVICE LINE I I I �� i EASEMENT TO FROM WATER METER TO OUSE I BENEFI T L 0I S 2- 4 (TRACER WIRE E TO BINS ALLED I N I I I I WITH WA TER LINE) I. I I a III 10' UOINT I I I ....... UTILITY I I III EASEMENT BUILDING HEIGHT CALCULATIONS 1AOG SPOT ELEVA TIONS FOR HEIGHT CALCULA TIONS, ELEVA TION A: 99.19 ELEVA TION B. 99.65 ELEVA TION C. TION D: 101.18 98.62 ELEVA TOTAL: ORIGINAL GRADE = 398.64 99.66 A VERAGE (AOG,) FINISHED FLOOR = = 101.50 ROOF AT RIDGE = 124.17 ALLOWABLE BUILDING HEIGHT = 124.66 (99.66 + 25 FT) LOT COVERAGE LOT AREA: 8,029 SF ALLOWABLE COVERAGE (359) 2,810 SF HOUSE, COVERED DECK & GARAGE 2, 333 SF PERCENT COVERAGE 29.19 IMPERVIOUS AREAS LOT 4 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,662 SF (ROOF LINE) UNCOVERED PATIO AND WALK 100 SF UNCOVERED DRIVEWAY 1.238 SF VAULT ACCESS ROAD TOTAL = 4, 000 SF 1, 200 SF STORMWATER CONTROL SUMMARY PROJECT SI TE CA TEGORY CA TEGORY 2 DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 2,829 SF SOIL AMENDMEN IS ROOFS 2,662 SF DETENTION VAULT HARD SURFACES 2,538 SF DETENTION VAULT 25% RETROFIT 0 SF N.A. GRADING QUANTITIES CUT. f 150 CU YDS FILL: f 150 CU YDS 1) GRADING QUANTITIES INCLUDE ADDITIONAL CUT AND FILL QUANTITIES POTENTIALLY NEEDED FOR ORGANIC SOIL AMENDMENTS IN ACCORDANCE WITH BMP T5.13 POST CONSTRUCTION SOILS QUALITY AND DEPTH. 2) GRADING QUANTITIES HAVE BEEN ESTIMATED AS SHOWN ABOVE. SITE IMPORT AND EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT IS REQUIRED. UTILITY NOTE ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS THAT IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. 15' PRl VA TE DRAINAGE EASEMENT onra vu PaRk (unrRec,0 i� :DI) i 13'MAPLE i130"FIR �\ ---------------�--- \\ CONNECTED PERF ° S�IJB OUT TO STORM / SUB @ lE 96.0± �\ I F-- - - - - - - - - - - - - �Ir -� __ ____ ^ ♦ WOOD FENCE W / I I oo, ^Q, I I \\\ I I --�- _ I i --------r 2 4" PVC (3034)- ------- ROOF DRAIN j \� @ 1.09 MIN -I - PERFORATED STUB -OUT i 4 -- ��---- CONNECTION PER CITY STD DWG NO. SD-639 I \---`�----11 1TA/L ON�KLG�LQ�'- �--- E98.of---------- --� I j \ r-----�-- - -1 I I SHORT PLAT ----- ------------ \ PLAT IMPROVEMENTS I S-02 204 CONSTRUCTED AS PART I _ - - - - I I I A.F. NO. (PLN20180034) WESTHAVEN PLAT I \ \ I 1200307255001 --------- ♦ I i \ i _ ------------- CONSTRUCTION SEQUENCE 1. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 2. CALL FOR UTILITY LOCATES. J. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 4. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 5. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 6. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 8. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. W U S N EDAR T � z 21 Qy PINE ST PL e 2 2 Q O _ U N BELLA COOLA RD M ST Q 22 7H S S _ 224 S S PUGET SOUND _�T 228 T S _ _ e 2 N T SW WA TT RD 34 ST SW VICINITY MAP NOT TO SCALE SCALE. 1 " = 30' 0 15 30 60 PROJECT TEAM OWNER/APPLICANT SELECT HOMES 16531 13TH AVENUE W. #A107 LYNNWOOD, WASHINGTON 98037 (425) 742-6044 EMAIL: KAYLA.CLARK©OUTLOOK.COM CONTACT.- KAYLA CLERK SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512- 7099 EMAIL: DARREN@PCSUR VEYS. NET CONTACT: DARREN J. RIDDLE CIVIL ENGINEER RAM ENGINEERING, INC. 16531 13TH A VE W, SUITE A 108 LYNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL ©RAMENGINEERINGINC. COM CONTACT: ROB L. LONG, PE SITE DATA SITE ADDRESS: 21509 98TH AVENUE SW, EDMONDS, WA. 98020 TAX PARCEL ID NUMBER: 01191300000400 TOTAL SITE AREA (LOT 1): 8,020 SF (0.18 AC) AGENCIES/UT/LIT/ES 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 SHEET INDEX 1 SP-01 SITE DEVELOPMENT PLAN 2 GN-01 GENERAL NOTES & DETAILS i Know what's below. Call before you dig. AS -BUILT BLD20191461 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 �_I� m :z m I Q 'm oY WASh, 0 x 36508 CZ% \� EGISTEg��� IONe 1. ENGINEER: 11117120 ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE. SCALE. 11113119 AS NOTED JOB N0: 17-038 SHEET.• SP-0 1 SHT I OF 2