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ENG ASBUILT0 LEGAL DESCRIPTION LOT 5, PLAT OF WEST HAVEN, ACCORDING TO THE PLAT THEREOF RECORDED UNDER AUDITORS FILE NO. 201910075001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. NE 1/4, SEC 25, TWP 27N, RGE 3E, W.M. WESTHA VEN - LOT 5 SITE DEVELOPMENT PLANS rr. -- �. EX. OFFSI TE TREE ✓... I. ____---- ______ \ J - ��t�/V/S/ON` 10' M/N LENGTH FOOTING REMAINED AND 8'- 8" FIR ----- W I \` E % DRAIN DRYWELL TRENCH I PROTECTED PER CRITICAL ROOT ZONE ONA VU PAR/Ic f , I ` (PER GEOTECH r ARBORIST LETTER C7. 3.. I `�� `� TITREE PROTECTION FENCING o (UNREC RDED,jRECOMMENDAONS) FENCING INSTALLED AND .I _ INSPECTED BY ARBORIST PRIOR 30. `� i i 13"MAPLE Jc 30'FIR TO HOUSE CONSTRUCTION. t --- ---- ---- ---- - \ - - - - ' �- - _ N8852' 7"W -712.00 F---------- BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 98TH AVENUE W, PER PLAT OF SURVEY FOR EVAN M. PAULS, AS RECORDED UNDER AUDITORS FILE N0. 201406125003. fj `.L I I t ` I " PVC (3034) �`�� 4 �� I ; FOOTING DRAIN I--------- I I I I / 1.07 MIN I t I I, BENCH MARK -------- I:::: 4 I ---r I MA NAIL SET FLUSH WITH ASPHALT SURFACE, ON WEST SIDE OF LOTH AVENUE I � / % (98TH AVENUE W.), AS SHOWN HEREON. SAID POINT BEING f38' WEST OF THE !... I.! I = t I I I I / I -------- I / t� TESC NOTE SOUTHWEST PROPERTY CORNER, AND f6.0' SOUTH OF EDGE OF PAVEMENT. ........:::::....... I �/ ELEVATION : 100.00 ,� I::. f.:.::. \N I \ i ---------- /I WESTHA VEN PLAT (PLN 20180034) CONSTRUCTION I , I \ I \��I I I I -_ r___ I TESC MEASURES WILL BE MAINTAINED DURING DATUM : ASSUMED �I oo, 1 � __ � I LOT 8 SINGLE FAMILY HOUSE CONSTRUCTION. I ot, g�---------/- 1" WATER SERVICE TO BE INSTALLED Ate PART OF SHORT PLAT. �::......I: :::...... IN 1 " WATE# METER AND 1-1/2f PE (160 PSI) SERVICE N LA LINE FROM WATER METER TO HOUSEWTAILS. (TRACER WIRE I 1 BE INSTALLED WITH WATER LINE) I 4"PVC (30 4) ROOF E I I a III I r-------- -----`� l ------�-- _ r- - DRAIN ® 1.-07MIN I I I I I / ----- I PERFORATED STUB -OUT CONNECTION- C I I / _�\ _ -� PER CITY STD DWG N0. SD-639 II I (SEE DETAIL ON SHT GN-01) I III I / -------- �` /E 104.00± \ III III I _________ I ,y I I --------- C NNE TE T 0 0 I III I I --------- STOR TU f Io I I III k-\ ------ I`.t ; IE o ICI.:. I I "~ III I PROJECT BENCHMARK ELEV. 100.00 (ASSUMED) ---�---- I / 1 I I 10' JOINT 7.I ` I UTILITY r ----- --- I/ I EASEMENT -100_ I 8' EXCLUSIVE PUBLIC i PEDESTRIAN & UTILITY BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVATIONS FOR HEIGHT CALCULATIONS: ELEVA 710N A: 100.12 ELEVA 710N B. 99.61 ELEVA 710N C. 101.06 ELEVA 710N D. 100.95 TOTAL: = 401.74 AVERAGE ORIGINAL GRADE (AOG) = 100.43 FINISHED FLOOR = 102.00 ROOF AT RIDGE = 125.00 ALLOWABLE BUILDING HEIGHT = 125.43 (100.43+ 25 FT) LOT COVERAGE LOT AREA: 8,023 SF ALLOWABLE COVERAGE (3590) 2,808 SF HOUSE, COVERED DECK & GARAGE 2,435 SF PERCENT COVERAGE 30. 49" IMPERVIOUS AREAS LOT 5 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,775 SF (ROOF LINE) UNCOVERED PATIO AND WALK 75 SF UNCOVERED DRIVEWAY 1.050 SF TOTAL = 3, 900 SF STORMWATER CONTROL SUMMARY PROJECT SI TE CA 7EGORY CA 7EGORY 2 DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 4,123 SF SOIL AMENDMENTS ROOFS 2,775 SF DETENTION VAULT HARD SURFACES 1,125 SF DETENTION VAULT 25% RETROFIT 0 SF N.A. CU T. 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 EST/MATED AS SHOWN ABOVE. SITE IMPORT AND EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT IS REQUIRED. UTILITY NOTE ALL NEW U77LI TIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN Cl TY RIGHT -OF- WA Y PER CI TY STANDARDS 7HA T IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. EASEMENT yz/ / I / / /// / CONSTRUCTION SEQUENCE 100 BSBL \ - - TYP A -- "�� COVERED PA TIO I -�- rz II v % 8, 023 SF HOUSE 7.51' MAIN FF 102.00 / I W Ij COVERED CHANNEL DRAIN % I o PORCH TOP 10 1. 6 I I SSCO o ' GARAGE I j Z 101., - -- I lE 99.0E r I CONCRETE 3 DRIVEWAY I IIII WOOD FENCE 4 SHORT PLAT S-02-204 A.F. NO. 200307255001 - YARD DRAIN - DRY UTILITIES ` 4" P VC (3034) 1 SEWER SERVICE 4" PVC (3034) @ 2 09 MIN STORM DRAIN j 7 / - CONNECTED TO _ SEWER STUB 102.1 - /E 98.0E FG i� R=37.00' .� L= 57. 43' 10: FG 215TH PL SW P'LA/ /Ml"fCUVLMt/VY3 - CONSTRUCTED AS PART OF THE WESTHA VEN PLA T (PLN20180034) i I --------------- .10 ------�-� �-%T-- 0 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 Q � z 21 Q y PINE ST PL SW 2 2 Q O _ U N BELLA CO RD MST Q 22 7H S S _ 224 S S PUGET SOUND 228 T S _ _ e _- S DEER D 2 N T SW WACHUS£TT RD 34 ST SW VICINITY MAP NOT TO SCALE SCALE: 1 " = 20' 0 10 20 40 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 SITEDATA 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 ADDRESS: 9617 215TH PL SW, EDMONDS, WA. 98020 TOTAL SITE AREA (LOT 5): 8,023 SF (0.18 AC) AGENCIES/UTILITIES UNPLATTED 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 BLD20191245 APPROVED FOR CONSTRUCT/ON C/TY 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�- �� �I� % 0 a U O ~ W 0 U U W o m m � Q Q rn o 0 � N p f0©© OF ti1AS,,t 0 d 38508 CZ% \� EGISTEg��� IONe 1. 111O212&172a ENGINEER: ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE. SCALE: 10/1/19 AS NOTED JOB NO: 17-038 SHEET.' SP-01 SHT 1 OF 2