HomeMy WebLinkAboutWWP2703616.7A PORTION OF SEC 13, 14 & 24, TWP 23 N, RGE 5 E, WK KING CO, WA
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PID #7229700055 1 -- �- i PID #7229700270
HOUSE # 16647 I aI I I I HOUSE #16646
DRIVEWAY AND UTILITIES FIRST FLOOR ELEV.=465.05
SERVICED OFF OF
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S.E. 134TH ST. I I EX. SDCB PID #7229700265
Im A ~ I RIM = 455 91 I VACANT LOT
PID #7229700060 0-1
HOUSE #13419 — ^'F I I I IE _ 453.29, 18"RCP (E)
FIRST FLOOR ELEV. 450.32 IE _= 452.69, 18"CMP (W)
CONTRACTOR TO COORDINATE Ell
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REINSTALL EXISTING WITH QWEST (DALE HARTMAN EXISTING POWER POLE o
MAILBOX (TYP) TRANSITION POINT I W
EXISTING POWER 253-372-5364 FOR THE 0-
POLE /` EXISTING WATER STA. 106+35.00, 1 1.00 LT. RELOCATION OF )EXISTING ' _ I I (%) DI � r ID
SERVICE (TYP) TELEPHONE LINES I / EXISTING OVERHEAD
/ EXISTING OVERHEAD EX 36 P, b' �' POWER
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V) N PROPOSED CURB/GUTTER & SIDEWALK
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107+00 108+00 109+00 EDGE OF PAVEMENT
106+00
m 60' R/W \ — SCHOOL CIVIL CONSTRUCTION PLANS
W = EDGE OF PAVEMENT I
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EX. 18"CMP
APPROXIMATE WATER LINE LOCATION — �� \
TRANSITION POINT PER FIELD LOCATED PAINT STRIPES
STA. 106+25.00, 1 1,00' LT. AND VALVES
TRANSITION POINT CE INT. „
STA. 106+60.00, 12.00' LT. STA. 108+24.10, 168TH AVE SE ;� \ 0
STA. 700+40.00, SE 134TH ST g
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EX, SDCB
PID # 7229700120 PID #7229700125 �, E'IM-= 457.57
VACANT LOT VACANT LOT EXISTING CROSSWALK I� IE - 451. , 18"CMP (j
(�•P) IE = 455.34, 18' RCP (SE)
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SEE SHEET SS-04 IE = 454.87, 18"RCP (W)
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STA. 700+40.00, SE 134TH ST
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105+60 106+00 106+40 106+80 107+20 107+60 108+00 108+40 108+80
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1—800-424-5555.
CONSULTiNG ENGINEERS LLC
®
g1811 S 33rdStreet
( �
I ® I 14%
Bldg C. Suite 210 �7/
Federal Way, WA 98003
www.esmcivil.com
r OM& MAY (253) 638-6113
EVERETT (425) 297-9900
ELLENSBl1RG (509) 962-2608
Civil Engineering
Land Surveying Land Planning
Public Works
I Project Manaqement Landscape Architecture
ESM
JOB # 1655-001-01 1
ROADWAY IMPROVEMENTS ALONG SE 134TH ST ARE
SHOWN ON BRIARWOOD ELEMENTARY SCHOOL CIVIL
CONSTRUCTION PLANS, EXCEPT WHERE NOTED.
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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.
SE 136TH
J L _____ i ST
SE 137T�pL
�=� P
LIBERTY
HIGH
SCHOOL
J L�1 L_J I I L---_J
SE 144TH Sr— ST-�
MAYWOOD
MIDDLE
SCHOOL
KEY MAP
NOT TO SCALE
BRIARWOOD
ELEMENTARY
SCHOOL
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S=36 1607
CHECKED FOR COMPLIANCE TO CITY STANDARDS
0 FIRST SUOMrffAL ESIIII 11/22/11 SURVEYED: SCALE:
DATE:
VERTICAL NAVD 83/1 ISSAQUAH SCHOOL DISTRICT 01/11/201
1 SECOND SUBMITTAL ESM 12 23 11 1'=209 HORIZONTAL: NAD 1sB3/lssi :j T Y O C
DESIGNED: 'R
2 M1MR SUBMITTAL ESM 1/11/12 eNG SANITARY SEWER EXTENSION AGEBOOK:
3 75 DRAWN- DC I!eR E N TO N PLAN AND PROFILE: 168TH AVE. S.E.
STE"" CHECKEGY�/ ONE INCH D A TI I \ I DRAWING NO;
S/0���L X • W AT FULL SCALE /1 lllVl Planning/Building/Public Works Dept. STA. 105+60.00 TO STA 108+80.00 SS—O,3
' - IMI IF NOT ONE INCH
REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEEP: OF:
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