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REMOVE EX. 18. PIPE
AND SDMH.
PLUG PIPE ENDS.
RE >TORE ASPHALT /
CB 3A /
CON STRUCT ASPHALT CURB
RnIND CORNER TU
N �B.
I! Adjacent Ground Level. 8. Contractor shall restore all landscaping. surfacing, ASPHALT RESTORATION
= i ® ` j and struct .res disturhed by construction. Use Typical Trench Patch (City Detail H032A) For All ,Areas.
\� 4. Field Adjust Type 1 CS's To Locate At Low Points,
�EJ
I
n 'Flow Lines, And To Clear Existing Utilities.
'� �� a m ( 5. Maintain Minimum 12 Inch Horizontal Separation Betw.ee.n.
ECK D FOR COMPLIANCE
12 Inch Water Maly. And Type 1 CB's. Carefully Excavate
to Water Main To Verfy Separation Where Needed. T ITY STANDARDS
v
8n _ Maintaini Minimun, i2 Ircl-1 Veriicui Sepurutian Between Date °'b
12 Inch Water Main And Stormwoter Pipe Where Possible.
.; Contractor shall identify any sap -otion lee than 12"
Date
I a for review by City. V vVJ PLAN VIEW — 1. " =20' Date
7. Minimum 6 IncF. horizontal separation between CB's ^nd E ^° Line-
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j NOTES:
I EXISTING SINKHOLE
EXCAVATE AND
JE
REMOVE � CTC'vS OF
PIPE.
1. All Type 2 CB's Shall Have Solid Locking Lids.
BROKEN I�' CONC
PLUG UPSTREAM
AND DOWNSTREAM ENDS
ba
7 type t CU Profiles Are Along Pipe Lines .
RESTORE ASPHALT.
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a L
z All CB Thall Be net 0.1 Feel Below
rB 3
0
REMOVE EX. 18. PIPE
AND SDMH.
PLUG PIPE ENDS.
RE >TORE ASPHALT /
CB 3A /
CON STRUCT ASPHALT CURB
RnIND CORNER TU
N �B.
I! Adjacent Ground Level. 8. Contractor shall restore all landscaping. surfacing, ASPHALT RESTORATION
= i ® ` j and struct .res disturhed by construction. Use Typical Trench Patch (City Detail H032A) For All ,Areas.
\� 4. Field Adjust Type 1 CS's To Locate At Low Points,
�EJ
I
n 'Flow Lines, And To Clear Existing Utilities.
'� �� a m ( 5. Maintain Minimum 12 Inch Horizontal Separation Betw.ee.n.
ECK D FOR COMPLIANCE
12 Inch Water Maly. And Type 1 CB's. Carefully Excavate
to Water Main To Verfy Separation Where Needed. T ITY STANDARDS
v
8n _ Maintaini Minimun, i2 Ircl-1 Veriicui Sepurutian Between Date °'b
12 Inch Water Main And Stormwoter Pipe Where Possible.
.; Contractor shall identify any sap -otion lee than 12"
Date
I a for review by City. V vVJ PLAN VIEW — 1. " =20' Date
7. Minimum 6 IncF. horizontal separation between CB's ^nd E ^° Line-
~gam
70
I
_ la
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I I I 60
I 0]
50
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E sting San to - r M Ill
nq Water Ma;n
Y
°
New storm a Plc
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o W tE 61.5 EX. STORM PIPE RIM EL IOt.O ST 4 T PE 48"
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—� 12' SW fF 97 4 RIM EL 98 -0 1 id F 96 a
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SEPARATION
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S IE 625
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60
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s^ 2.0% @ 2.0%
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NOTIF r. WA IF' 1, -11 lrr
BEFORE ";!JT`FNG PIPES
!'IJT PIPES AND PL'T'E END',
j - GO NOT DIS TUBS OP EXI -A /ATE
AROUND THPUST BLOC1-
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FILL EROSION DITCH, - — —I - -- — — — _ __ _ _ _ III
RESTORE AREA WITH \ Y —
ao GRAVEL ®BM #644 -3C -
�Y ❑ `SET PR „PIKE IN NORTH FACF OF
91423 ±1R' EAST OF GRa VFI_ DR !' /L
TO HOUSE #1409 W 40TH ST.
a I L 'M �H „RAVEL
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FILL EROSION
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In Flow IT'nes, And To Clear Existing Utilities. I f
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PLAN NAEW - 1 " =20'
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CB . 1 INLET I CB 5 B TYPE 1 —
STA. 12 +63, 5� L I STA_ 12 +70. 71.5 R CB 6 A TYPE I
RIM EL 109 -3 RIM EL 109 -4 5 A. 14 +97 6 L-
12" IC 105 -78 12' W IL 106 ' RIM EL 717.8 CB 6B TYPE 1
T a 12" S IE 114.3 STA. 15 +03, 11' R 130
u yip 1 20 RIM EL 118,2
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W °y CB 6
= N 14 LF 12" CPEP (,y ! f IPE L 48'
02 py GAS I STA 16 +61 8 3 R
CB 5 TYPE 2 48'' CB 6 TYPE 2 48'
�LIj \\ STA- 12 +63. 9' R GAS STA. 14 +97 9' R Rg wL IE �I17 8
IN RIM EL 109.5 I I RIM E I .3 19" S IE 11TH
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16" '4 IE 104 -5 19" 'lr IE 113
O 18° E If 104.5 18" E IE 113.3 I�
_ N IE 1G5 so 2° N IF u40
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VERT. 1" 5 Z�. I N. 40th S T ./ E-ADnu AVE.
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PLAN VIEW — 1 " =20'
CB 8A INLET FRiM CB 9A INLET CB 99 TYPE I
3 +J1 . L A. 16/+50' 14 STA. 137 +60, 8.0' L
RIM EL 123.3 RIM EL 124.0 RIM EL 124.0
12" W IE 119.0 CB 8 12" W IE 120.2 CB 9 12" E IE 120.5
-S ANDONED) 2 GAS I 2 G.I. W (ABANDONED)
120 J2a
12 W APPROX. EL 5 LF 12' CPEP
12" MIN. HORIZ. 19 LF 12" CPEP
SEPARATION @ 2'09 @ 2.07
6 LF 12' CPEP
- --- 19 LF 12" CPEP 12" W APPROX. EL.
@ 2.0% - 12" MIN, HORTIZSEPARATION
CB 8 TYPE 2 48"
STA. 138 +30 11'R
RIM EL 123.5 CB 9 TYPE 2 48"
18" N IE 118.77 STA. 137 +56 11' R
18" S IE 118.77 RIM EL 124.1
12 E IE 118.88 18" N I£ 719.21
12" W IE 179.52 18" S IE 119.21
12 "EIE 120.10
12" W IE 120.10
I
162 LF 18" CPEP _
@ 0.60%
I
139 +00
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CB IOB INLET
CB t0 STA. 135 +32. 75' L
RIM EL 126 2
8" E IE 123.6
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N. 40th ST. /MEADOW AVE. N.
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CO ; 0 - 230 Ko3
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CB 8A INLET FRiM CB 9A INLET CB 99 TYPE I
3 +J1 . L A. 16/+50' 14 STA. 137 +60, 8.0' L
RIM EL 123.3 RIM EL 124.0 RIM EL 124.0
12" W IE 119.0 CB 8 12" W IE 120.2 CB 9 12" E IE 120.5
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120 J2a
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12" MIN. HORIZ. 19 LF 12" CPEP
SEPARATION @ 2'09 @ 2.07
6 LF 12' CPEP
- --- 19 LF 12" CPEP 12" W APPROX. EL.
@ 2.0% - 12" MIN, HORTIZSEPARATION
CB 8 TYPE 2 48"
STA. 138 +30 11'R
RIM EL 123.5 CB 9 TYPE 2 48"
18" N IE 118.77 STA. 137 +56 11' R
18" S IE 118.77 RIM EL 124.1
12 E IE 118.88 18" N I£ 719.21
12" W IE 179.52 18" S IE 119.21
12 "EIE 120.10
12" W IE 120.10
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RIM EL 126 2
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136 +00 135 +00
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L� — -- — — — _ — — ? HALT PAD — ASPHALT CURB
CB 11A —
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®~ 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.
dc7
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
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150 z 130 150
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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
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' - EX. 8" PIPE
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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
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FIELD ADJUST CB LOCATION AND ELEVATIONS
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MATCH TO THIS SHEET LEFT
UNDER ^.ROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A
COMBINATfON OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA
AS FOUND ON SCHEMATIC DRAWING. SURFACE FEATURES NOT FIELD
LOCATED ARE SO NOTED. RINGEL AND ASSOCIATES, PA DOES NOT
ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA.
HAND - DIGGING (OR POTHOLING) OF UTILITY CROSSINGS IS HIGHLY
RECOMMENDED. CALL 1- 800 - 424 -5555 TWO DAYS BEFORE YOU DIG.
A3 -®UILT +bERYir•ICATir;3a�f 4tZCKt� Iz'j
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL �VqS'� °� `fir
LOCATIONS DF SURFACE FEATURES SHOWN HEREON ARE __
THE RESULT OF A SURVEY MADE BY ME OR UNDER MY w r.
SUPERVISION.��� L;61' �
... S� RRCSYE4�
F.D. RINGEL L.S. 23613 DATE: S- /s- 9 % IOK4t tar'�o
E %PIRES 9/11/00
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