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ELEV. 2.72
5 EL£V 2.62 ELEV. 259
EIEV 0. 12 S=0.0002 ftlft� ELEV 2.09
- - 7RAIVS177ON SLAB
(see sheet 14) _ ,LOW FLOW CHANNEL BOTTOM 5= 0.0002ft__ELEV. 0.09
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EX /STING TRANS. /TON WALL - -
000000000000000000000000000000000 000000000000000000 00o FOUNDA F/ON BA CKFILL 000000000000 ooa000000000000000
0000000000000c000000000000000000000000000000000000 EXISTNG CONCRETE BLOCK 000000000aoo 00000000000000000c
000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o EX /STING CRUSHED GRAVEL FOUNDA7701V -p 000000000000 =0000000000000000
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1,653,917.67
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7RANS17709V SLAB DO
NOT DIS7URS
DO NOT DISTURB
No representation is mode of any utilities,
(see sheet 14)
public or private. Absence of utilities'on
El
these drawings does not assure that
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SOIL LOG HOLE
utilities are present. /f buried utilities
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ore shown, the location and depth are
approximate. The exact location and depth
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DAn ,5DA/
of any utility must be determined by the
-_
-
utility company prior to any excavation.
PLAN
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... - 20
0 20
m _
Scale
- in feet
15
10
25'
25'
ELEV. 2.72
5 EL£V 2.62 ELEV. 259
EIEV 0. 12 S=0.0002 ftlft� ELEV 2.09
- - 7RAIVS177ON SLAB
(see sheet 14) _ ,LOW FLOW CHANNEL BOTTOM 5= 0.0002ft__ELEV. 0.09
0 — — —
EX /STING TRANS. /TON WALL - -
000000000000000000000000000000000 000000000000000000 00o FOUNDA F/ON BA CKFILL 000000000000 ooa000000000000000
0000000000000c000000000000000000000000000000000000 EXISTNG CONCRETE BLOCK 000000000aoo 00000000000000000c
000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o EX /STING CRUSHED GRAVEL FOUNDA7701V -p 000000000000 =0000000000000000
o0000000000000000000000000000'
000000000000000000000000000000000000000000000000000 / h CRUSHED GRAVEL FOUNDA TON
PVC MEMBRANE
15
10 SHORING AND
CRIBBING
5
0
—5 —5
675 *00 676 *00 677 *00 678+00 679•+00
PROFILE C41ANNEL
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POINT NAME
NORTHING
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EASTING
N
STA 676161.37
173, 630.54
1, 654, 007.91
AP � LOW FLOW
173, 649.76
1,653,917.67
AP (V CHANNEL
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173, 700.07
1, 653, 923 03
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15
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25'
25'
ELEV. 2.72
5 EL£V 2.62 ELEV. 259
EIEV 0. 12 S=0.0002 ftlft� ELEV 2.09
- - 7RAIVS177ON SLAB
(see sheet 14) _ ,LOW FLOW CHANNEL BOTTOM 5= 0.0002ft__ELEV. 0.09
0 — — —
EX /STING TRANS. /TON WALL - -
000000000000000000000000000000000 000000000000000000 00o FOUNDA F/ON BA CKFILL 000000000000 ooa000000000000000
0000000000000c000000000000000000000000000000000000 EXISTNG CONCRETE BLOCK 000000000aoo 00000000000000000c
000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o EX /STING CRUSHED GRAVEL FOUNDA7701V -p 000000000000 =0000000000000000
o0000000000000000000000000000'
000000000000000000000000000000000000000000000000000 / h CRUSHED GRAVEL FOUNDA TON
PVC MEMBRANE
15
10 SHORING AND
CRIBBING
5
0
—5 —5
675 *00 676 *00 677 *00 678+00 679•+00
PROFILE C41ANNEL
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POINT NAME
NORTHING
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EASTING
N
STA 676161.37
173, 630.54
1, 654, 007.91
AP � LOW FLOW
173, 649.76
1,653,917.67
AP (V CHANNEL
173, 655.96
1,653,987.-96
[ STA 678 -1-30.37
173, 772.92
7, 553, 911.02
PC CURVE ,¢'3 TOE OF RIPRAP
173, 622 76
1, 653, 908. 02
PT CURVE /f'3 TOE OF RIPRAP
173, 638.55
1, 653, 910.50
PC CURVE ,¢4 TOE OF RIPRAP
17J,671,20
1, 653, 925 29
PT CURVE /p4 TOE OF RIPRAP
173, 700.07
1, 653, 923 03
CURIE #VJ DATA CURIAE #4 DATA
TOE OF RIPRAP 1 "0E OF RIPRAP
A = 30 54'06 " A = 57'42 51 "
D = 190'59'09 " D = 190,59,09"
R = 30.00' R = 30.00'
T = 8.29' T = 16.53'
L = 16.18' L = 30.23'
" E//SPA/6 GROUND
EXCA VA T /ON, P -1
COMMON LIMITS
LIGHT, LOSE RIPRAP ELEV. 8.0.
mP5p11 , .,
EXCAVATION, P -1 CHANNEL,
COMMON LIM175
F/L 1ER FABRIC
SECTION
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ROCK RIPRAP
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SECTION 4B & 5
N. T.S.
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_ EXCAVATION, P -1 CHANNEL,
COMMON LIMITS
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STRUCTURE EXCAVATION \
PVC MEMBRANE n
AND STRUCTURE BACKFILL
(see sheet 16)
L /M/ IS
SECTION 4C & vC
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