HomeMy WebLinkAboutWWP2703257.1NORTHWEST 1/4, SECTION 8, TOWNSHIP 23
RANGE 5 EAST, W.M.
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RIM 3�9.9 IE 24"CPEP(NE)=340.4;
L 1 CONS ti-343.87 IE 12"CPEP NW)=340.6
E 1) CONC(L,=344.22 IE 24°CPEP W) 340.43
CB RIM=349.66
E 12"CPEP(W)=344.06
�o I IE 12"CPEP(S)=343.88
LAWN
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C 460-62.26 f'X
N.-1 Y1.541
E.�1 157.417
ELEV.=348.4;0e_�
CONNECT 6" SIDE
SEWER TO EX
12" SEWER MAIN
PER C.O.R. STD
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DET BR 39 ` g ,
DETAIL
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CBMH, TYPE 2
RIM=356.09
IE 24"CPEP(E)=350.69
IE 24"CPEP(W)=350.49 /
LAW
IE 24"PVC(E)=347.78 '00,
IE 12"CPEP(SW)=342.93 6
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11,25 -- - 60 R O \N _
460-60.25 Set Tk/Ld M vEED,
N. =183503.665 � � ' � � QUIZ CU'
1308361.323 SS RIM=366.38 CORRECj�ON 5116�52 4l
LEV.=362 - -- CL CHNL 12'PVC(W,SE)=3 j6.23 PER REC N REG N0 54106
ISUPERCEDES
r � /SS RIM=366.78 -
�� �= CL CHNL 12 PVC(NW,E)=358.38
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IE 8 PVC(N)=363.86
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LEGEND
EXISTING REMOVE PROPOSED
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IE=344.05
S � � 12"DEC. -
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C3.1 18 SD IE=342.63
o 6" SS IE=345.60 I
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LAWN
Y ..�� ry Ny -
1 , , 344. ( �J DEC.
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A 7' S EAU CB RIM=342.09
G 1 CB RIM=345 2 47SQUARE �/'� IF 8"PVC(WNW)=3
r �� IE 8'CONC.(E=342.82 OIL SEPARATOR- -�
m
4 x6.5'
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TOP-343.61 RC I CBMH TYPE 2'
E. 8"PVC(NE)=340.01 RIM=342.92 PLANTED AREA • O�
I.E. 8"PVC(SW)=339.96 IE 8°PVC(SW)=340.02 R.D.
IE 8"PVC(ESQ-340.12
IE 8"PVC(ENE)=340.12
NT�ANCE
4-,68
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O RIGHTS & OTHER CONDITIONS RETAINED p✓A.r , ,
U� PER W (NOT OROWN ON R C. ASSES, MAP) 480 ,,✓l7C; C1IJJJ ALA r
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1-STORY
WOOD BUILDING
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CONCRETE PAVING
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BUILDINGS
CONSTRUCTION LIMITS
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CONTOUR (INDEX) --goo----
1
1
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CONTOUR k
c�
CURBING
ELECTRIC LINE PwR
GAS LINE
GAS VALVE/METER
WATER LINE
OVERHEAD POWER -
1
UNDERGROUN POWER -,
SEE ELECTRICAL PLANS
ROCKERY
FOR CONDUITS BELOW
SIDEWALK
STORM DRAINAGE LINE
oM -A
N;>°
P / 9�if 19,11
r
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C9,F1,J_- Cr19jV PI A �
SANITARY SEWER LINE
1 D M
rLjV rVjV RPOI I r1M` NO. 2
SANITARY SEWER MH/CO
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Mi. �73 92-, p
,
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STREET LIGHT ASSEMBLY
0
STORM CB/MH
- AS METER W/CHAINLINk
POTECTION
722780-0425
1
TELEPHONE LINE
R.D
TELEPHONE
ELE RISER MH /
)E SEWER
NOTE: CONTRACTOR SHALL COORDINATE
TECH L PLANc -
WI THE CITY OF RENTON UTILITY INSPECTOR„
TREE W/PROTECTION
1 °
RENTON TECHNICAL COLLEGE AND ADJACENT
1
PROPERTY OWNERS 48 HOURS PRIOR TO
WATER METER/VALVE/FH
WATER MAIN SHUT -DOWN.
1
WATER FITTINGS
NOTE: SEE ELEC'L PLAN
SURVEY BENCHMARK
3�o�
FOR SITE LICKW
CB RIM 36�.6
IF 8"PVC vj tF
SURVEY MONUMENT
UST
o�
WITH TRA
INTERCEPTOR SWALE
w
W/ ROCK CHECK DAM
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1
1-STORY ��
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FCgy
SHORING PILE
WOOD -FRAME
BUILDING
%
SAWCUT LINE
'1
(DAY CARE) i-
SH a,..
SILT FENCE
STORM CB W/PROTECTION
�,
♦
.;;
sPEEE
_ - -
RED FIRE LANE
PAINT ON CURBS
CO
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CB RIM=341.94 14' WIDE
IE 4 CPEP WNW)=339.94 ENTRANCE
IF 6"PVC(S)=339.54 FF=342.35
IE 8"PVC(E)=339.44
SEE DETAIL
C3i
COUGHLIN PORTERLUNDEEN
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
413 PINE STREET - SUITE 300 P: 206/343-0460
SEATTLE, WA 98101 F: 206/343-5691
AWN „FIR �L"DEC.
12"PINE
10"PINE I '_"PINE
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344.48
X-339.28 ,,>
(S)=339.28gi
RIM=345.67
--=
3"PVC(NE)=343.57
TOM=343.07
342
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SDMH RIP345.81
IE 18'CWP(NW)=343."
ASPHALT
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EXPIRES 01/23/2008
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RENTON TECHNICAL COLLEGE
S.M. Stemper Architects, Seattle, Washington 98101
Call
before you
Djg.
1-800-424-5555
UNDERGROUND SERVICE (USA)
SHEET
C4e0
QCAN+I'ED OCT 2 7 ?006 CO . C-) 01