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PID #7229700060
'y HOUSE #13419
FIRST FLOOR ELEV.=450.3
REINSTALL EXISTING
EXISTING POWER MAILBOX (TYP)
POLE / EXISTING WATER
SERVICE (TYP)
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A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
PID #7229700055 , PID #7229700270
HOUSE 11 1
# 16647 � � I HOUSE #16646
DRIVEWAY AND UTILITIES FIRST FLOOR ELEV.=465.05
SERVICED OFF OF
S.E. 134TH ST. I EX. SDCB PID #7229700265
i RIM = 455.91 VACANT LOT
IE _= 453.29, 18"RCP (E)
2 IE = 452.69, 18"CMP (W)
CONTRACTOR TO COORDINATE ! I r
TRANSITION POINT WITH QWEST (DALE HARTMAN EXISTING POWER POLE al W
STA. 106+35.00, 1 1.00' LT. 253-372-5364) FOR THE , T
RELOCATION OF EXISTING I of
TELEPHONE LINES ASS al EXISTING OVERHEAD
EXISTING OVERHEAD I K 36 $' POWER
POWER °� � y -- -- -- -- -- -- -- -- -- ---
- - ------ -----
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PROPOSED CURB/GUTTER & SIDEWALK
►� 1 AS SHOWN ON BRIARWOOD ELEMENTARY
107+00 108+00 1os+o0 EDGE OF PAVEMENT SCHOOL CIVIL CONSTRUCTION PLANS
—+ 60' R/W
I
EDGE OF PAVEMENT II L
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18"CMP
PPROXIMATE WATER LINE LOCATION. CP
TRANSITION POINT ER FIELD LOCATED PAINT STRIPES
STA. 106+25.00, 11.00' LT. ND VALVES \
TRANSITION POINT I
STA. 106+60.00, 12.00' LT. STA. 108+24.10, 168TH AVE SE \ o
STA 700 40 00
PID # 7229700120
VACANT LOT
SE
- + 134TH ST _ + II bo -
EX. SDCB
PID #7229700125 I i I `��' /' RIM = 457.57
IE = 451 ,12, 18"CMP (N) li
VACANT LOT EXISTING CROSSWALK 1 I'_ = 455.34, 18"RCP (SE)
(TYP.) SEE SHEET SS-04 IE = 454,87, 18"RCP (W)
168TH AVE SE
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105+60
106+00
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
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EXISTING GROUND
® ROAD
106+40
"o HDPE S.S.F•M• (PERMANENT)
IL
107+20
3' MIN. COVER
(TYP.)
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107+60
CONSULTING ENGINEERS LLC
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FIRST .SU N.
® S Street
Bldg C,.Suite 210
SEOOND SVBM�A1L
2
�AR . AL
Federal Way. WA 98003
FEDERAL NMY (253) 835-0113
www.esmcivii.com EVERETT (425) 297-9900
ELLENSBURG (50s) 962-2605
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
75
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s � '1�1
3
ASBUILT SUBIIAtTTAL
ESM JOB # 1655-001-011
No.
STA. 108+24.10, 168TH AVE SE
STA. 700+40.00, SE 134TH ST
REVISION
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11
SURVEYED:
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DESIGNED:
12
e105
G�
G.710
15
DRAWN:
CHECKED:
AN
11
BY
DATE
I A P P R
APPROVED:
465
460
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N
N
455 tz
W
450 w
445
SCALE:
1 w=20*
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
ROADWAY IMPROVEMENTS ALONG SE 134TH ST ARE
SHOWN ON BRIARWOOD ELEMENTARY SCHOOL CIVIL
CONSTRUCTION PLANS, EXCEPT WHERE NOTED.
n.
SCALE: 1"=20' HORIZ.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT-01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
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AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY ACPgPTED PROFESSIONAL ENGINEERING
AND/OR SUR ING RAC
JONATHA D. KARL / L.S. NO. 41959
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S=361652
- CITY OF
RENTON
Planning/Building/Public Works Dept.
KEY MAP
NOT TO SCALE
CHECKED FOR COMPLIANCE TO CITY STANDARDS
DATE:
ISSAQUAH SCHOOL DISTRICT 01/05/201!
SANITARY SEWER EXTENSION RELDBOOK:
PAGE:
PLAN AND PROFILE: 168TH AVE. S.E. DRAWING NO:
STA. 105+60.00 TO STA 108+80.00 SS-03
SHEET: 7 OF:1 4
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