HomeMy WebLinkAboutR-377602CALCULA 'ED
INTERSECTION
24 ADS
SMTh
Rut 124.91
INV 11910 (E)
IN 118, BE (N)
IN/ 18.6' 'IV)
call before you dig.
U TI L I T Y C O NFL I CT NO T E.
CAUTION.'
THE CONTRACTOR SIW1 BE RESPONSIBLE FOR VERIFYING THE LOCAD
DIMENSION, AND DEPTH OF ALL IXSTING URLRIES WHETHER SHOWN i
PLANS OR NOT, 3Y POTHOLING THE UTILITIES AND SURVEYING THE H(
AND VERTICAL LCCA71ON PRIOR TO CONSTRUCTION. THIS SHALT. INCLU
CALLING UTILITY LOCATE 0 1 -800- 424 -5555 POTHOUNG ALL OF THI
UTILITIES AT LOCATIONS OF NEW U17UTY CROSSINGS TO PHYSMALLY V
WHETHER OR NOT CONFLICTS EXST. LOC47MS OF SAID URLRIES AS
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA
ARE SUBJECT TO VARL47ION. IF CONFLICTS SHOULD OCCUR, THE CON
SHALL CONSULT ATTH INSIGHT ENGINEERING COMPANY TO RESOLVE AL
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N., RGE. 5E, W.M.
KING COUNTY, WASIMVGTON
ZONE R -14
TBM
4 3123059080
Y 6.98 SSMH
N 111.6 I CH NN L N E/ RIM= 171.92
I TT Ae /nV� 0 2 T INV= 162.86 (GTR.
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INV 9655 (N)
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IN/ 0.46 (GTR CHANNEL Ems'/)
0622059001 !
INV= 112.83��
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call before you dig.
U TI L I T Y C O NFL I CT NO T E.
CAUTION.'
THE CONTRACTOR SIW1 BE RESPONSIBLE FOR VERIFYING THE LOCAD
DIMENSION, AND DEPTH OF ALL IXSTING URLRIES WHETHER SHOWN i
PLANS OR NOT, 3Y POTHOLING THE UTILITIES AND SURVEYING THE H(
AND VERTICAL LCCA71ON PRIOR TO CONSTRUCTION. THIS SHALT. INCLU
CALLING UTILITY LOCATE 0 1 -800- 424 -5555 POTHOUNG ALL OF THI
UTILITIES AT LOCATIONS OF NEW U17UTY CROSSINGS TO PHYSMALLY V
WHETHER OR NOT CONFLICTS EXST. LOC47MS OF SAID URLRIES AS
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA
ARE SUBJECT TO VARL47ION. IF CONFLICTS SHOULD OCCUR, THE CON
SHALL CONSULT ATTH INSIGHT ENGINEERING COMPANY TO RESOLVE AL
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N., RGE. 5E, W.M.
KING COUNTY, WASIMVGTON
ZONE R -14
TBM
4 3123059080
Y 6.98 SSMH
N 111.6 I CH NN L N E/ RIM= 171.92
I TT Ae /nV� 0 2 T INV= 162.86 (GTR.
\ / E W
xl
Y7 r o /� / /T/ T /�/ 7-
( \✓ _ CHANNEL
x _�1 r T
_SOUTH55THST EEF
_.�� nl -IS. —F- l .i. ✓ -•• -I- a_ Sri% �./ ! Ir�r /i i /T��'
�� �_ IV C/L OF R.O.W. l �' T7i`i //77 { t 3
1 C'SC OT �AV ME "JT �—
14 +00 8' So a 86 - h. ®5—v ', \
10 V 12 +06ASIS or BEARINGS) I I _ _ �J.z I7
U /L7
'I'S \ a — 14 +J4.63
TEL Rl�a
� 8 2]'05' � I
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RIM- 115.38
INV= 105.61 (S)
INV= 105.71 (S)
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S89-5428 -E 135.23'
48 \ I I
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SCALE: 1" = 30'
30 15 0 30
M
R-317602
CD' 2 -377(0
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4' HEIGHT
ROCKERY
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INV= 112.83��
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24" ADS
SOMH
RIM= 116.87
V1
INV- 111.62 (NE) I,
1
INV =1 ] 1.57 (S)
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AIC DRIVEWAY/
1,
///, 30
130
RIM- 115.38
INV= 105.61 (S)
INV= 105.71 (S)
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1
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S89-5428 -E 135.23'
48 \ I I
- - -- -- q \
V
I. } •' \ \ PROPOSED ROCKERY
V A T0, A4' MAX. HIGH W/ FENCE
Iw v v J TRAC 998 24.0' vi -
q PEN ACE ` w,\
OT #1d LO #15 Q
1z 12.D'i 1 1
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\ I\ I\ 20' CSESS
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R
SCALE: 1" = 30'
30 15 0 30
M
R-317602
CD' 2 -377(0
PIL FENCE
4' HEIGHT
ROCKERY
60
OUTLET — ty',!/4
6'e PVC , ll %m y
WALL ORAIN PIPE %�i /Y'✓M� 3 �7 /D�\
TO C611
r1 \ROCKERY SECTION DETAIL
7 / NOT TO SCALE
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