HomeMy WebLinkAboutWWP2703621.58A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
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168TH AVE SE
PID # 7229800055 PID # 722980006
1 i HOUSE #16804 VACANT LOT
Ii FINISHED FLOOR ELEV.=472t
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1 HOUSE #16805 HOUSE #14005
FINISHED FLOOR ELEV.=472t FINISHED FLOOR ELEV.=472t 1
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PID # 7229800325
HOUSE #16940
FINISHED FLOOR ELEV.=480t
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PID # 7229800200
VACANT LOT
SE 140TH ST
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PID # 7229800310
VACANT LOT
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PID # 7229800315
HOUSE #16916
FINISHED FLOOR ELEV.=472f
FILTER FENCE
(TYP.) SEE DETAIL
SHEET DT-01
-EDGE OF
PAVEMENT
PID # 7229800210
VACANT LOT
STA. 4+39.57, SE 140TH ST
169TH ST SE
N: 176687.72
E: 1323416.42
SEE SITE SURVEY CONTROL PLAN
SHEET KEY—SV
PID # 7229800330 171 ST AVE SE
HOUSE #13851 I I
FINISHED FLOOR ELEV.=487f f
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HOUSE #13854
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PAVEMENT f
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PID # 7229800195
HOUSE #14011
FINISHED FLOOR ELEV.=484f
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PID # 7229800460
VACANT LOT
STA. 10+80.58, SE 140TH ST
171ST ST SE
SE 140TH ST POINT:176649.30241 CASED MONUMENT
E: 1324056.30
SEE SITE SURVEY CONTROL PLAN
SHEET KEY—SV
PID # 7229800320
HOUSE #16936
FINISHED FLOOR ELEV.=474t
PID # 7229800205
VACANT LOT
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PROPOSED OVERLAY IMPROVEMENTS ALONG
SE 140TH ST EAST OF 171ST AVE SE ARE
ON THE HERITAGE PLAT ROAD AND STORM
CONSTRUCTION PLANS.
KEY MAP
NOT TO SCALE
SCALE: 1=50' VEVER
1y =10 RT.
50 25 0 50 100
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED
ONLY. CONTRACTOR TO VERIFY LOCATION
AND ELEVATION PRIOR TO CONSTRUCTION.
2. PRIOR TO TRENCHING ALL HARD
SURFACES (PAVEMENT, CONCRETE,
DRIVEWAYS ETC.) ARE TO BE SAWCUT
FULL DEPTH.
3. PROPERTY CORNERS, RIGHT—OF—WAY
MARKERS, SURVEY MONUMENTS AND
FENCES THAT MAY BE REQUIRED TO BE
REMOVED OR DISTURBED BY
CONSTRUCTION SHALL BE FIRST LOCATED
AND REFERENCED BY A SURVEY AND
RESTORED IN THEIR ORIGINAL CONDITION
AND LOCATION AFTER CONSTRUCTION IS
COMPLETED BY A LICENSED
PROFESSIONAL SURVEYOR. IF MONUMENTS
NEED TO BE RAISED TO NEW GRADE,
SAID RAISING SHALL BE IN ACCORDANCE
WITH 2O07 KING COUNTY STANDARD
DETAILS 5-019 AND 5-020.
4. IN ACCORDANCE WITH KC ROAD STDS,
SECTION 8.03(C)C, ROADS SHOWN ON
PLANS SHALL BE PATCHED AND OVERLAID
FULL WIDTH WITH A MIN 1.5" COMPACTED
STATE SPEC HMA.
S = 362
LEGEND
PROPOSED PAVEMENT RECONSTRUCTION
AREA. ACTUAL LIMITS OF
RECONSTRUCTION TO BE DETERMINED
BASED ON SITE CONDITIONS.
®r- D PEA GRAVEL FILL SAND BAGS
® PER KING COUNTY STANDARDS
AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
SURVEYED: SCALE: VERTICAL: NAVD 1988 HERITAGE PLAT
2 MYLAR SUBMITTAL ESM Ol /28/13 • � HORIZONTAL: NAD 1983/1991 �
CONSULTING ENGINEERS LLC 3 1ST REVISION ESM 09/10/13 DESIGNED: 1 `� T I TE
Suite Bth Avenue South ( ® I I Qf I !
WARNING: FederalOWay, WA98003 FfDQtAL WAY (253) 638-6113 01 4 REVISED MYLAR SUBMITTAL ESM 09/19/13 m R E I �l TT I 1 SANITARY SEWER EXTENSION PHASE 2
THE UTILITY LOCATIONS SHOWN www.esmcivil.com EVmER (425) 297-990a
4� DRAWN 5 ASBUILT SUBMITTAL ESM 06/24/14 px SE 140TH ST
Civil Engineering Land Surveying Land Planning ONE INCH DATUM
Public Works I Project Management I Landscape Architecture C'�ST� 6 ASBUILT MYLAR ESM 07/16/14 CHECKED: AT FULL SCALE Planning/Building/Public works Dept. ROADWAY RESTORATION PLANS
ARE APPROXIMATE ONLY. DEPTH s, � AN F NOT ONE INCH
Z UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
W
14`
07/16/201
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