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ENG ASBUILT0 NE 1/4, SEC 25, TWP 27N, RGE 3E, W. M. WES7wHA VEN - LOT Z I I �I I- II � 0 a '--------\ --------- I 14 I I I 1 , / I I:..... y............s. I I 4 W U S N EDAR T � z 21 Q y PINE ST PL SW U N BELLA COOLA RD M ST Q 22 7MH S S _ 224 S S PUGET DOUND 228 T S _ _ e _- S DEER D 2 N T SW WACHUS£TT RD 34 ST SW LEGAL DESCRIPTION I::'.'' j / I CL / --------r ::.:.:::.:.:::: L, OT 2, PLAT OF WEST HAVEN, ACCORDING TO THE PLAT THEREOF RECORDED UNDER I 0 1---------- I I 1 AUDITORS FILE NO. 201910075001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. I'� I f. I I / / SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. I �j �1I / \ --- ��--- I / oo \ --- ----- � I I 4 '1 BASIS OF BEARINGS 0 9$ I L - - - - - - - - - �- - THE MONUMENTED CENTERLINE OF 98TH AVENUE W, PER PLAT OF SURVEY FOR I ....:::: ::....::::: \ EVAN M. PAULS, AS RECORDED UNDER AUDITORS FILE NO. 201406125003. I I I \ SHORT PLAT BENCH MARK I 1 S-OZ-204 I I } I o I I I I I ti- - -r , I I \ _- A.F. NO, MAG NAIL SET FLUSH WITH ASPHALT SURFACE, ON WEST SIDE OF 10TH AVENUE I I I...'.'..'.:::::'....'.'.::::. I I III I I PLAT IMPROVEMENTS ----__ -�� I \\ I _ - _ I I \ II I 200307255001 (98TH AVENUE W.), AS SHOWN HEREON. SAID POINT BEING t38' WEST OF THE I ....:::::.......::: I I I I I CONSTRUCTED AS PART l -------- \ \ SOUTHWEST PROPERTY CORNER, AND f6.0' SOUTH OF EDGE OF PAVEMENT. I c� I.'. '.'..'....'. o I '.'. '.'..'. N III' OF THE WESTHAVEN PLAT ( --_----__ r / (PLN20180034) I l ELEVATION : 100.00--------- DA TUM : ASSUMED I ::: I / I \ j BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVATIONS FOR HEIGHT CALCULATIONS.- ELEVA TION A: 100.41 ELEVA TION B. 100.14 ELEVA TION C. TION D: 103.19 ELEVA TOTAL: = ORIGINAL GRADE 102.60 406.34 A VERAGE (AOG,) = FINISHED FLOOR = 101.59 103.00 ROOF AT RIDGE = 126.00 ALLOWABLE BUILDING HEIGHT = 126.59 (101.59 + 25 FT) LOT COVERAGE LOT AREA: 8, 030 SF ALLOWABLE COVERAGE (359) 2,811 SF HOUSE, COVERED DECK & GARAGE 2, 443 SF PERCENT COVERAGE 30. 49. IMPERVIOUS AREAS LOT 2 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,775 SF (ROOF LINE) UNCOVERED PATIO AND WALK 125 SF UNCOVERED DRIVEWAY 1.200 SF TOTAL = 4,100 SF STORMWATER CONTROL SUMMARY PROJECT SI TE CA TEGORY CA TEGORY 2 DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) , I. II I 10' PRIVATE -SEWER -\ ---- 1" WATER SERVICE INSTA LED.AS. I I III EASEMENT TO 1 PART OF SHORT PLAT. o I I BENEFIT LOTS 2-4 ---- INSTALLED 1" WATER MLVER AND _____-�_-_- 1-112" PE (160 PSI) SE VICE LINE:::::::.:: I I 10'MIN LENGTH FOOTING I PR POSED PL�4T OF WESTH VEN / / �� �'� e'� } �Ir FROM WATER METER TO OUSE....... - _ DRAIN DRYWELL TRENCH VICINITY MAP NOT TO SCALE AidlN SCALE. 1 " = 30' 0 15 30 60 DETAILS. (TRACER WIRE O BE..... (PER GEO TECH INSTALLED WITH WATER INE);... / I RECOMMENDATIONS) 98 - J 215TH ` % 4" PVC (3034) / C ONNECTED pERF \ \ , / _ $ _ �.. . FOOTING DRAIN TUB OUT TO STORA� -�- I MIN - \ STUB ® lE 97.2E �� @ 1.09 \ SW �. N8852'40"W 110.01 ' / Q.. '...... '. . ✓'W:. A - nB I PERFORATED STUB -OUT � / I I ►F I ------ o---- --- -- _ CONNECTION -PER CITY STD-- COVERED DWG NO. SD-539- - - - - - - - - - - - - - - 1 �' .' PROJECT TEAM PATIO I / I I i (SEE DETAIL ON SHT GN-01) ...........,/E 99.0Ev�N \ OWNER/APPLICANT 0.L m SEWS ` SCO p CO I I \ \\\ %' I 1E.97. 99.0E COVERED \\ T'�� SELECT HOMES 100.0 10 \ `�� �i� ��� 16531 13TH AVENUE W. A 107 . . I a o \ PORCH I __ I � # \ ---- TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 3, 930 SF SOIL AMENDMEN TS ROOFS 2,775 SF DETENTION VAULT HARD SURFACES 1,325 SF DETENTION VAULT 25% RETROFIT 0 SF N.A. o� I I o \ I / \ s j 1 J00:6. I r� I I f., >> PROPOSED HOUSE II / \ MAIN FF 103 0_ - - I I \ I / �� i �: --- ' , o� 4"PVC 034) _ _4»PVC (30 4) I p I I A ROOF R�1 N ® -- I � o I"� :.., .:,- '•:: ...:: FG,'..;_:.;:.:.:I SEWER SERVICE Z I � o I I BS I L- .y; 1.09' M�N / a o 2.09 MIN 8, 030 SF I Q"� I / ,`< / I t o Z G`pNC I o i I T p z GARAGE 1 \I ^__� '1OV FF 102.0r--I 0 101.1 I .2.2 FG:',, - OR FG :: II 10' Pip/ TE ST M \ -_----- --- ---e - - C EA - - - - ......:.:..:: . .......: . I I TTO I I cna - --J i BENS ITd�T`1\ �`_-/ ^� �' If I P 7... I o I---}----------------- 1°k - I / ' N88 52 27"W 110.01 ' 10, F0197 1 i i +. I UTILITY--------- / 70 N I I DRY UTILITIES J------ o_ I EASEMENT I I- - - - - - 0 1 ASPHAL T DRI VEWA Y I' Ann nn Anu IA 10 7A 1 I cn I I \ I f f 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. 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. L YNNWOOD, 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 I EMAIL: DARREN©PCSURVEYS. NET CONTACT. DARREN J. RIDDLE SITE DATA CIVIL ENGINEER RAM ENGINEERING, INC. 16531 13TH AVE W, SUITE A 108 L YNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL@RAMENGINEERINGINC.COM CONTACT. ROB L. LONG, PE SITE ADDRESS: 21511 98TH AVENUE SW, EDMONDS, WA. 98020 21515 98TH AVENUE SW, EDMONDS, WA. 98020 21525 98TH AVENUE SW, EDMONDS, WA. 98020 UNPLA TTEL TAX PARCEL ID NUMBER: 27032500107900, 27032500108300 27032500108200 TOTAL SITE AREA (LOT 1): 8,020 SF (0.18 AC) A GENC/ES/UT/L /T/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 BLD20191459 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 Al08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM 'm Q W LU 0 V OY ti1AS,,t 0 d \ 38608 40 � EGISTEg��� IONe 1. 9/241; W ENGINEER: ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE: SCALE: 11113119 AS NOTED JOB NO: 17-038 SHEET.• SP-01 SHT 1 OF 2