102_PL_W-22932-ASBUILT.pdfNW 1I4, SEC 36, TWP 7N. RGE 3E, W.M.
RAM
ENGINEERING, INC.
Civil Engnieering I Land Planning
Iv
3'
LOT 6 IN BLOCK 1 OF WESTGA7E PARK, AS PER PLAT RECORDED IN VOLUME 13
(PLAT) PLOT OF WESTGA7E PARK, RECORDED IN VOLUME 13, PAGES
AREA USED FOR OF PLATS, PAGES 40 AND 41, RECORDS OF SNOHOMISH COUNTY AUDITOR, •
40-41, RECORDS OF SNOHOMISH COUNTY, WA.
LOT COVERAGE
(R1) PLAT F SURVEY FOR TONY H, RECORDED fBOOK 3
TOGETHER W17H THAT PORTION OF VACATED 104TH AVE AS CONVEYED BY DEED
OF SURRVEYS AT PAGE 38, RECCORDORD S OF SNQHOMISH COUNTY, WA.
RECORDED UNDER SNQHOMISH COUNTY RECORDING NO. 85J0030167,•
(R2) CITY OF EDMONDS LOT LINE ADJUSTMENT L.L. 2001-204,
SITUATE IN THE COUNTY OF SNOHOMISH, STA7E OF WASHINGTON.
RECORDED UNDER AUDITORS FILE NUMBER 200204015001,
RECORDS OF SNOHOMISH COUNTY, WA.
SURVEYOR'S NOTES
HORIZONTAL DATUMMASIS OF BEARINGS
PRIMARY CONTROL POINTS AND ACCES98LE MONUMENT POSITIONS WERE
WASNINGIV COORDINATE SYS7EM NAD83/2011, NORTH ZONE
FIELD MEASURED U77LIZING GLOBAL POS1770NING SYSTEM (GPS) SURVEY
BASED 0l4 GPS RTK TIES TO FOUND MONUMENTS
TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT
DISTANCES ARE GROUND US SURVEY FEET
POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY
TECHNIQUES WERE 77ED INTO THE CONTROL POINTS U77LIZING LEICA
BASIS OFSEARING
ELECTRONIC 1201 TOTAL STA77ONS FOR 7HE MEASUREMENT OF B07H
HELD N8E3824"W ALONG THE MONUMENTED SOUTH
ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE
LINE OF LOT 6 IN BLOCK 1 OF WESTGATE PARK.
STANDARDS SET BY WACS 332-130-080/090.
FOOTING DMAW, er01
T TIED INTO
LEGAL DESCRIP77ON AND EASEMENTS SHOWN PER CW 777LE, 777LE
`' ',' JT�4�.
INSURANCE COMPANY TITLE GUARANTEE .NO. FS-40146670 DATED MARCH
DETEIff,=
3, 2015 AT 8.• 00 AM.
''AERVITMACTOR IS RESPONSIBLE FOP
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS
FROWN CONTROL AND DRA►NAGF
OF A SURVEY CONCLUDED ON MAY 22, 2015 AND CAN ONLY BE
CONSIDERED AS INDICA77NG THE GENERAL CONDITIONS EXISTING AT THAT
TIME.
UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE
ALL EXf O' 1=G SUWAG''16 T'7
EVIDENCE OF U77LI77ES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS,
U COVERED 'NIT,'*) t Loh e 3
LIDS, ETC.). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION,
ELEVATION AND SIZE OF EXISTING U77LI77ES PRIOR TO CONSTRUCTION.
r
LINE
TYPE
AREA (SQUARE FEET)
1.
NON -REGULATED
- 0 _
- _.
- _ ._._....
EXEMPT
REGU_A TED
2.
REPLACED 1
0
'- _—
0
3
_
NEW (POST 1977)
3, 3C0
4.
TOTAL REGULATED IMPERVIOUS AREA! =
3,300
5.
TOTAL AREA M177GATED BY EXISTING STORMW47ER MANAGEMENT SY57E-M(S)
0
6.
REGULA TED AREA NOT YET MI77GA 7FD =
3, 3w
7.
AREA PROPOSED TO BE M/77GA7ED BY LOW IMPACT DEVELOPMENT TECHNIQUES =
3,300
8.
AREA PROPOSED TO BL MITIGATED THROUGH CONVENTIONAL SWAP TECHNIQUESI =
0
SCALE: 1 " = 20'
0 10 20 40
VIER77CAL DA7UM: NA VD 88
ORIGINATING BENCHMARK
WSDOT MONUMENT DESIGNATION: GP31099-80, AS PUBLISHEL BY
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION.
FND MARK 1N A WSDOT BRASS DISK CEMENTED INTO A DRILL BOLE
STAMPED "1995 GP 31099-80" ON CONC WALK ® SW COR SR991SR
104 OVERPASS.
ELEV = 431.92'
SI TE BENCHMARK - T&M "A'
SET Y ON SW BONNETT BOLT OF FIRE HYDRANT
ELEV = 375.26'
-0 S17E BENCHMARK - 7BM 08"
SET 60D NAIL IN W. FACE POWER POLE
ELEV = 369.58'
,ONTACT OLYMPIC VIEW
WATER/SEWER DISTRICT
MAINTAIN PLAT INSTALLED EROSNON CONM
IMPERVIOUS AREAS
HOUSE+COVERED D11W, PA770, PORCH & WALK 2,830 SF
(ROOF LINE)
UNCOVERED PA770 AND WALK 110 SF
UNCOVERED DRI VEWA Y 360 SF
TOTAL = 3,300 SF
LOT COVERAGE (LOT 2 ONLY)
LOT AREA: 1 q 099 SF
ll r-cc llur-pr c /rmor c ' FA_,:ZFuF I i') —7 n-n SF
ALLOWABLE COVERAGE (35Z) Z828 SF
HOUSE, COVERED PA 774/PORCH & GARAGE 2,482 SF
PERCENT COVERAGE JO.7X
UTILITY NOTE
1. ALL NEW U T7L177ES ARE REQUIRED TO BE
INSTALLED UNDERGROUND.
S;o� z�
TCL
232ND ST
E
234 TH
Q!
36
00
73
1235 TH PL z
2
238TH 23
�y 240TH
00 m
NW 244TH ST t
VICINITY MAP
SCALE. 1 " = 2000'
16531 13TH AVE W, SUITE A108
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
I
PROJECT TEAM
APPLICANT/CONTACT
DGR DEVELOPMENT, INC.
7931 233RD PL SE
W0001NWLLE, WA 98073
(425) 210-6367
CONTACT DOMINIQUE RUYBAL
DOM* MNDERMERE COM
CIVIL ENGINEER
RAM ENGINEERING, INC.
16531 13TH AVE W, SUI TE A 108
L YNNWOOD, WA 98037
(425) 678-6960
EMAIL: ROBL ORA MENGINEERINGINC COM
z
CONTACT ROB L. LONG, PE
SURVEYOR
AXIS SURVEY & MAPPING
15241 NE 90TH STREET
REDMOND, WASHINGTON 98052
(425) 823-5700 - EXT. 301
EMAIL: MI TCHOAXISMAP. COM
CONTACT M1TCH TS EVANS� PLS
GEOTECHNICAL
EARTH SOLU77ONS NW, LLC
1805 136 TH PL NE, SUI7E 201
BELLEVUE, WA 98005
PHONE.- (425) 284-3300
EMAIL: RAY. COGLAS®EARTHSOLU77ONSNW COM
CONTACT RAY COGLAS, PE
ENGINEERING DIVISION
P O ED AS NOT
4y
jj Oate:CT)
UTILITY PURVE S
WATER SUPPL t" OLYMPIC VIEW WATER & SEWER DISTRICT
425-774-7769
SANITARY SEWER: OLYMPlC VIEW WATER &SEWER DISTRICT
425-774-7769
STORM SEWER: CITY OF EDMONDS
425-771-0235 N
PHONE FRONTIER
425-263-4024
CONTACT' JEREMY FALLT Q
CABLE: COMCAST
425-263--5482
CONTACT.- MIKE FONTENOT
GAS: PSE M
888-321-7779
POWER: SNOHOMISH COUNTY PUD
425-670-3216 1
CONTACT- MARY MCALLISTER
FIRE DISTRICT SNOHOMISH COUNTY FIRE DIS7RICT NO.1
425-551-1200
SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT
425-670-7000
VED BY PLANNING �
Z- -
Zane S - 0 -Setbacks _Ccrner tcFtluapag
_t/
aire
Front
APPLICANTCOPY
Sides _
Rear -2.
Other
---�--�---- ,-7--{_-�,� gyp+■/y_ F
Height_
BUILDING HEIGHT CALCULATIONS
SPOT ELEVA71ONS FOR HEIGHT
CALCULATIONS:
ELEVA 77ON A:
368. 02
ELEVA 77ON B:
369.98
ELEVA 77ON C.
ELEVA 77ON
369.74
D.
36a 03
TOTAL
AVERAGE EXIS77NG GRADE
= 1,475.77
35894
(AEQ)
PROPOSED FINISH FLOOR
= 369.00
ROOF AT RIDGE
= 39JL 38
ALLOWABLE BUILDING HEIGHT
= 393194
(36a 94 + 25 FT)
OCT 18 2016
OEVELUPMtNI` StRVICES CTK
i L (Cfi CITY OF EDMOWS
GRADING QUANTITIES
CUT FILL
150 CY 150 CY
APPROVED -FOR CONSTRUCTION -
CITY O): EDMONDS �
DA
BY
CITY ENGINEERING DIVISION
ENGINEER:
ORA WN BY.•
h:
ROB L. LONG, PE
41KE MORRIS
ISSUE DATE: SCALE:
10/7/16 AS NOTED
JOB NO:
15-016
SHEET:
SP-01
t3 LC)-ZDI 1a--- o 3 0'-'.3