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Plan: 8 f Seiner Main
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PROJECT BENCHMARK. p,
TOP NUT FH �� \ I rr' r w
Existing Sewer
E/ev = 271.83 `t' 1 J C
Main N.• 10216245.25
v` _ £.•3563397.95 j
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SERVICE CLEAN-OUT �' I
Station= l +94.72 "
`a Existing 12' Water Main1-7
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Approx. Location�Q.��lL
� FA. 1x9
M UNIVER S
60' R.O.W. o
EX/ST/NG MANHOLE v� PROPOSED SEWER SERV/CE. /
Station=0+00.00 .�` 61.84' of 4' PVC w/ I
------_-- -- - --- 49.00' of Steel Casing
Existing +00.;_...:.- -0+50 1 +00 -- & rs ® 1.00.`C
Sewer Main -� = S-81 =S-8 - �1
-S I PROPOSED SEWER MA/N.• PROPOSED MANFIOL /
132.89' of 8' Station=4+50.80
DIP ® 0.JJX ' f
Plan: 8" Se user Main
Profile Scale:
1" = 40' Horizontal
1 " = 4' Vertical
-0+50.00 0+00.00 0+50.00 1+00.00 1+50.00
276.00
272.00
268.00
264.00
260.00
256.00
0
�11 fl
�i
2+00.00 2+50.00
� O
Elevations N
N
T
W o�
280.00
276.00
272.00
268.00
264.00
260.00
256.00
-0+50.00 0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00
-PIPE TABLE
49.00' of 8
SIZE
LENGTH
132.89' of 8" DIP ® 0.33%
Steel Casing
wl
1.00%
8"
132.89'
SS Spacers ®
DIP
PROPOSED SEWER SERVICE
4"
61.84'
1.00%
PVC
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3563278.59
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Elevations N
N
T
W o�
280.00
276.00
272.00
268.00
264.00
260.00
256.00
-0+50.00 0+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00
-PIPE TABLE
NAME
SIZE
LENGTH
SLOPE
MATERIAL
PROPOSED SEWER MAIN
8"
132.89'
0.33%
DIP
PROPOSED SEWER SERVICE
4"
61.84'
1.00%
PVC
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
PIPES IN:
PIPES OUT
NORTHING
EASTING
RIM = 270.51
EXISTING MANHOLE
INV IN = 266.95
EXISTING SEWER MAIN, 8" " PVC
EXISTING SEWER MAIN, 8" PVC
10216093.50
3563278.59
INV IN = 266.88
PROPOSED SEWER MAIN, 8 DIP
INV OUT = 266.78
RIM = 270.25
PROPOSED MANHOLE
INV IN = 267.42
PROPOSED SEWER SERVICE, 4" PVC
PROPOSED SEWER MAIN, 8" DIP
10216166.39
3563389.70
INV OUT = 267.32
SERVICE CLEAN-OUT
RIM = 268.41
INV OUT = 268.04
PROPOSED SEWER SERVICE, 4" PVC
10216226.76
3563376.29
Note:
1. Contractor shall verify location of all
existing utility lines and services prior to
construction.
2. Final placement of all open cut sewer
line shall be determined in the field,
staked for alignment, clean outs and
connections and approved by the City's
Inspector prior to installation.
3. All proposed manholes for this project
shall be ordered only after the
Contractor has field verified the
conditions of the new manhole.
4. Service crossing shall be by Mechanical
Dry Bore, on grade, as shown on the
plans.
5. See Sheet Cl for complete project notes.
Sewer Alain,
Plan & Profill
General Notes:
1. All utilities shown are takenfzjom
the best available informatvion
based on construction ut llity
documents obtained by J4
Engineering from City and
Independent agencies and/or above
ground field evidence. Shown
positions may not represent
as -built conditions.
2. Property lines shown in these
plans are for reference only end
do not necessarily represent actual
field conditions.
3. All construction shall be Iin
accordance with the current BCS
Standard Specifications, Details,
and Design Guidelines for Water,
Sewer, Streets, and Drain ge,
unless otherwise noted.
4. It is the intent of these plans I to
comply with all City of College
Station guidelines, details, �nd
specifications. II
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Q #0
No. I Revision/Issue
Firm Name and Address:
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I 31 Engllu In
PO Box 5192 - Bryan, Texas - 778t
979-739-0567 www.J4Engmeermg.
Firm# 9951
Project Name and Address:
Earl Rudder @ University
Business Office
Lot 1, Block 1, Plantation
Oaks Addition---1.27AC
College Station, Brazos County,
Date: Sheet:
May2012
Scale: C
As Noted