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GRATED LIE)
:J - INSTALL IN FLOW LINE
~ MEADOW AVE. CB 12A
L� — -- — — — _ — — ? HALT PAD — ASPHALT CURB
CB 11A —
cB10 tNew Storm Pipe -18" ce11 — — — — — —
— — —
ce 12 New Storm Pipe - 18"
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CB 11B - - -
- - -- z --
y 11E NEW ASPHALT CURB
a �7y 7 s INTO EX. GONG. SLAB U / 50 �0�-- a5 __ __� :� — — — — — — — — —_
®~ F- `( a POST —
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CB 13A
N \ I I - REMOVE EX. SHRUBS AND POST
F+/ s ® CONNECT NEW CB TO EX. STORM PIPE
- I UNDER ASPHALT DRIVE.
n m £ g I RESTORE ASPHALT DRIVEWAY
O(i® CONSTRUCT ASPHALT CURB.
I RESTORE POST, HOUSE
NUMBER SIGN, AND SHRUBS.
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1.Field Adjust Type 1 CB's To Locate At Low Points,
In Flow Lines, And To Clear Existing Utilities
Q PLAN VIEW — 1 " =20'
CB 11A TYPE 1 CB 12 A TYPE 1 CB 12 B TYPE 1
O STA. 134+ 7. 74 R STA. 133 +11, 14 R STA. 133 +11, 13 L
O RIM EL 127 -6 RIM EL 134.- CB 12 RIM EL 134.8
+ 12" N IE 124.1 12" N IS 1300 12" E IE 131.4
u) NEw lz" E IE 1za7
-o M ce 11 I
W jog AS� 2" G.I. W (ABANDONED)
150 z 130 150
GAS J ` O
2 25 LF 12" CPEP O
U n ®6.4% CB 73 TYPE 2 48 CRATED LOCKING LID C9 13 A TYPE iL.
2" G W (ABANDONED) Y + STA. 132 +25. 9' R
Q 12" W N STA. 132 + "17 11' R RIM EL 141.8
e LF 12" CPEP M RIM EL 141.5
13 LF 12" CPEP 26 LF 12" CPEP APPROX. EL 12" E IF 138?
120 @ 4.23% @ 2.0% 6" MIN. VERT. SEP. 18' N IE 136.4
U 112" W IE 138.0
12" w CB 13
APPROX EL
- 6" MIN. VERT. SEP.
' - EX. 8" PIPE
fa � CB 12 TYPE 248"
`W' 3 140 STA. 19. 11 R 140
RIM EL L 1315
a 78" N IE 127.0 � 2" G.I. w (ABANDONED)
a 78" S IE 728.6 GAS
a 12" E IE 129.8 O
CB 1 t TYPE 248" 48" 12" W IE 129.8
STA- 734 +49, 11' R 12" MIN. APEX
HORZ EL
p RIM EL 127.6
It 18" N I€ 122.2 - 20 LF 12" CPEP
18" 5 IE 122.3 @ 4.5%
12" E E 123.8fi I �2 *3�
m 72" W IE 1`13.6
FIELD ADJUST CB LOCATION AND ELEVATIONS
130 i 130 i
I jl
I
I
o I
w 120 120
I
82 LF 18" CPEP _ 130 LF 18" CPEP _ 92 LF 18" CPEP
@ 0.85% @ 3.62% @ 8.48% _ i �s..yF015rc
134 +00 133 +00 132 +00
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ocalaes 1one�q�
SCALE: HORZ. 1" = 20' N. 40th STIMEADOW AVE. N.
swp . s�.'t &fie VERT. 1" = 5' c: a1 D� �¢ 2 2c- STORM SYSTEM PROJECT DI-1213141410141
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