Loading...
ENG ASBUILTNE 1/4, SEC 25, TWP 27N, RGE 3E, W.M. WESTHAVEN -LOT I SITE DEVELOPMENT PLANS -1= .W:�. J. .VV � . . W. -------------_ II -- I (----------- ONA VU PAR/Ic DI VISION f� 7. z' �� ' (UNREC RDEDj. .. ,......:. 1. 1. 30.00' � LEGAL DESCRIPTION I ; I° I 4 I--------r �........... I _ - ' I I /--------� I I ' /- I LOT 1, PLAT OF WEST HAVEN, ACCORDING TO THE PLAT THEREOF RECORDED UNDER I 1 .�i.:..:..... ,.:..:... I = � a I , � I I I - - - - AUDITORSFILE N0. 201910075001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.J---------- SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. I � N f \ I \ \ -- 4 BASIS OF BEARINGS I I L I 4 1If 1 =�` 1 �-------- / -- `----- L--------------------- THE MONUMENTED CENTERLINE OF 98TH AVENUE W, PER PLAT OF SURVEY FOR I I If o I`--- 9� I �- - - - \-------- / EVAN M. PAULS, AS RECORDED UNDER AUDITORS FILE NO. 201406125003. I I. I . .. / \ ----- --- / I 5 1 W U S N EDAR T � z 21 Qy PINE ST PL e 2 2 Q O _ U N BELLA COOLA RD MST e - - � 22 7H S S _ 224 S SI PUGET DOUND 228 T S _ _ e S DEER D 2 N T SW WACHUSETT RD 34 ST SW I IN " �� f-----T-- I \ I SHORT PLAT BENCH MARK I I I I III F--------- --- I S-OZ-204 MAG NAIL SET FLUSH WITH ASPHALT SURFACE, ON WEST SIDE OF 10TH AVENUE I I I..... I I p I III I _______ I ;' \\ - - - ( A F NO (98TH AVENUE W.), AS SHOWN HEREON. SAID POINT BEING ±38' WEST OF THE } I I I --------- SOUTHWEST PROPERTY CORNER, AND f6.0' SOUTH OF EDGE OF PAVEMENT. I I I' I I III I r I _ \\ I `� I I 1200307255001 I I I Ial I / - ------ \ \ � ELEVATION : 100.00 I p I. ,..: I i I I i I --------- I I \ J L I I I --------- , DATUM . ASSUMED I I I I I I 1 BUILDING HEIGHT CALCULATIONS 1AOG SPOT ELEVATIONS FOR HEIGHT CALCULATIONS, ELEVA PON A: 102.87 ELEVA PON B. 103. 73 ELEVA PON C. 103. 46 ELEVA PON D. 104,13 TOTAL: = 414.19 AVERAGE ORIGINAL GRADE (AOG,) = 103.55 FINISHED FLOOR = 103.75 ROOF AT RIDGE = 128.00 ALLOWABLE BUILDING HEIGHT = 128.55 (103.55 + 25 FT) LOT COVERAGE LOT AREA: 8, 030 SF ALLOWABLE COVERAGE (359) 2,810 SF HOUSE, COVERED DECK & GARAGE 2,294 SF PERCENT COVERAGE 28.69' IMPERVIOUS AREAS LOT 1 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2, 610 SF (ROOF LINE) UNCOVERED PATIO AND WALK 200 SF UNCOVERED DRIVEWAY 1.390 SF TOTAL = 4,200 SF STORMWATER CONTROL SUMMARY PROJECT SI TE CA TEGORY CA TEGORY 2 DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) I I o I III I /--------- '`.,� I \\ � ,♦ - � \ I IT -----7 -- I I I I I yI L--------- 215TH T PL SW /r __ __ _ z -- _1 I I I I I I I I IIIX. ------------------�- --♦- - - - - - - - - - - - - - - - ` ; - A, o : III I eROp S D PLAT OF WESTHAVEN I::Iz I I o W 1 o I - \ I I PLAT IMPROVEMENTS I \ % I I I I I - I CONSTRUCTED AS PART - I \ / \ \ \ \�\----__� -���� cell OF THE WESTHAVEN PLAT _ . _ w I I III I (PLN20180034) --�- I $ / \ �� ---___- I O 10' MIN LENGTH FOOTINGi- / I I ( DRAIN DRYWELL TRENCH I 1 (PER GEO TECH - o I RECOMMENDA TIONS) I I 10' PR/ VA TE STORM I EASEMENT TO v -----' ' - - 4"PVC 3034 FOOTING 1 BENEFIT LOT 1 / �„'' % I N= I�I DRAW @ 1.oy.a1�1--------J I I � p I , I - - CONNEICT€D 2E� .STI/R i2UL - - - - - i' 10 I...... N88 52 27"W 110. 0_1 ' I TO SD STUB 0 1E\99.Of - - r - - - - - - / l / 4" PVC (3034) I h SEWER SERVICE , { 1 i ► I 209, MIN I I , --- - - - - I I B i I PERFORATED *UB-OUT o :CONNECTED TO 1 Ate=-= _--- f- I I i N 1 ---- -- = 1 CONNECTION PIT SILL _ _ _ - -i- - - - - - _ I 7O I ... ... ...:.. . �:SEWER STUB DWG NO. SD-63,9 �\ -` i I I UNPLATTED 1E.97.Ot Np j SSCO 11 /E 1Q0.5f (SEE DETAIL ON SHT GN-01) 1 1 /E 99.0E II 1 /E 99.5t I� I 25� 4" PVC (3034) i I ' COVERED ��� ROOF DRAIN @ I 1t7.1;8 I, I PORCH II 1.09 MIN o i } �3.19 1 102.75 8, 030 SF I Q I 1 I W I�u �u FG 1 PROPOSED I 1 1:, i 1" WATER S RVICE INSTALLE II, I W'-I 9 ' ' PART OF SHORT PLAT. I V ^ o CONC -L- HOUSE i INSTALLED �" WATER METER'IANL) - 1 DRIVEWA)'�'1 ��4�\ FF 103.75 I I I o 1-112' PE (160 PSI) SERVIC L/NE :. 1 0 > - J I o I FROM WATER METER TO HOUSE ` II I I I I GARAGE I BSBL z DETAILS. (TRACER W/RE`�T( �E 102.1 I I I Z 172 75 1 I FF 103.0 II i TYP �i 1 --_ 1 INSTALLED WITH WATERI L4 EI) FG . _ 'FG I I I r' --� o 1 1.79 p I I 1�5� , I _J - / 1 \ 1 N88 52 27"W 110.O1 ' - III I _---- ----' - - - 10' PUBLIC 4' SEWER EASEMENT YV... II DRY UTILITIES P. SST :-:-..:: ,::�:........il I EASEMENT I (AFN 9507200432) i Sr :.=- $5 :::.:. I ,. - - sD lI a �... I.1 = ASPHALT DRIVEWAY I i ' o APPROACH INSTALLED ROBERT E. THOMAS ADD/T/ON NO. 16 4 PER COE DETAIL TR-546 r' �.�.:.'. I (VOLUME 16� PAGE 34) i I I TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 3, 830 SF SOIL AMENDMEN TS ROOFS 2, 610 SF DETENTION VAULT HARD SURFACES 1,590 SF DETENTION VAULT 25% RETROFIT 0 SF N.A. GRADING QUANTITIES 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 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. VICINITY MAP NOT TO SCALE SCALE. 1 " = 30' 0 15 30 60 RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM n� r f9 PROJECT TEAM OWNER/APPLICANT CIVIL ENGINEER SELECT HOMES RAM ENGINEERING, INC. 16531 13TH AVENUE W. #A 107 16531 13TH A VE W, SUI TE A 108 L YNNWOOD, WASHINGTON 98037 L YNNWOOD, WA 98037 (425) 742-6044 (425) 678-6960 EMAIL: KA YLA. CLARK©OUTLOOK. COM EMAIL: ROBL©RAMENGINEERINGINC. COM O CONTACT: KAYLA CLARK CONTACT: ROB L. LONG, PE SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 � (425) 512-7099 w EMAIL: CT DA @ENJ. RIDDLE O CONTACT DARREN J. RIDDLE SITE DATA SITE ADDRESS: 21511 98TH AVENUE SW, EDMONDS, WA. 98020 � � N 21515 98TH AVENUE SW, EDMONDS, WA. 98020 � Q 21525 98TH AVENUE SW, EDMONDS, WA. 98020 m TAX PARCEL ID NUMBER: 27032500107900, 27032500108300 O 4j 27032500108200 TOTAL SITE AREA (LOT 1): 8,030 SF (0.18 AC) A GENC/ES/UT/L /T/ES 14- 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 BLD20191481 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY CITY ENGINEERING DIVISION OF WASH 0� 38608 e% \� EGIs TEg��� IONe 1. ENGINEER: 9/241ZO O Z X Q W 0 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