HomeMy WebLinkAbout8" SAN SEWER FORCE MAIN REPLACEMENT PERPENDICULAR TO LCBLOCATION MAP
Corby D. Alexander
Sheet List Table
Sheet
Number
Sheet Title
1
COVER SHEET
2
PLAN & PROFILE
3
DETAILS
RODNEY LEE SLATON
P.E. 90298, on
SHEET 1 OF 3
0L
50
48
46
44
42
40
38
36
34
32
30
TIE—IN TO EXIST. MANHOLE
SAN.SWR. M.H.-51. 2
f BROKEN PILINGS N —50.3
NG-5 .4
—T —49.1
TIE—IN TO EXIST. SAN. �8"F.M.-4 .65—
SWR. MANHOLE
f0E— 2.0
/. •YA
OE-40.6
—49.8
Ru ' 111t IN
8" PVC SAN. SWR.
/ 8"F.M —46.18
TOE— 43.6
WATER 41.4 (9:4 AM)
TOE-39.
EXIST. 2"X30' CR OSOTE PILING
LOW POI qT L.C.B.— 36.4
(SOFT SILT SOTTO )
I O I
V
—PROD. 174 LF 8" SDR 26 PVC
SAN SWR. FORCE MAIN 114 UNCAP
I z BOR HOLE (C E RTA—LOK JOINTS)
I LO f
TOP OF PIPE 31.40'
FITTING
SC EDU
(SAN. SFM—PRFILE)
4-8"
5' MJ BENS
MEGA
LUG RESTRAINT)
1-8 TRANSITION
ADAPTERS
1—TIE—IN
TO EXIST.
SAN. S
. MH
2—AIR
RELEASE V
LVES
1. MA
ERIAL AN
COATING
TO BE IN
ACCORDANCE
WITH
SAN. SWR.
STANDARD
SPECIFI
ATIONS.
2. RESTRAIN
EXISTING
PIPINGBEYOND
IPE
BELL A
REQUIRE
TO PREY
NT MOVEMENT.
SEE BI
SHEET FOR
ALTERNATE
TO PV
BORE.
0+00 1 +00 2+00 3+00
FLOOD STATEMENT
THE PROJECT IS LOCATED ENTIRELY WITHIN FLOOD
ZONE "AE" PER FIRM MAP 48201C0945, SUFFIX
"L" DATED JUNE 18, 2007
NAVD 1988, 2001 ADJUSTMENT
BFE = 12.00'
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RODNEY LEE SLATON
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RODNEY LEE SLATON
P.E. 90298, on
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CAD FILE
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x O ENGINEER — RODNEY SLATON, P.E. PLOT DATE
604 W. FAIRMONT 10 11
i LA PORTE, TEXAS 77571 DWN
OFFICE 281-470-5060 RLS
" E—MAIL slatonr0aportetx.gov CKD
" pB RLS
APPD
RLS
CITY OF LA PORTE SCALE
20' (HOR)
1"=2' (VER)
SANITARY SEWER FORCE MAIN Joe No.
REPLACEMENT PERPENDICULAR TO SHEET
LITTLE CEDAR BAYOU 2/3
APPROX. 400' WEST OF BROADWAY of
4
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XSTANDARD MANHOLE
E & COVER
4' STICK—UP k4—
NOTEI
s 1, POURED —IN —PLACE OR PRE —CAST
DITCH GRAD31s" 1I^ s i2" MANHOLES ONLY SHALL BE USED,
ALLs1AND'FLOOR a"iQNc VARIES 2. NO BRICKS OF ANY KIND WILL BE
Vi
ALLOWED IN CONSTRUCTION OF
g 6 0 12'
IN 1•_p^ MANHOLES OR INLETS,
-Mt",y
BYHEAVY SAND BLASTING 3• ALL PVC PIPE RUBBER GASKETSHALL HAVE
EQUIPPED BELL
AND SPIGOT JOINTS CONFORMING
TO ASTM D3212, ELASTDMERIC
ADDITIONAL SEALS SHALL BE A SINGLE
CONCRETE DOUBLE —SEALING GASKET
oar x 4 0 12", DOWELS SPANNING ONE FULL CORRUGATION
�RILLED ESGROUTED WITH THE LEADING EDGE BEING
e
LOWER THAN THE SECOND EDGE
TO FACILITATE PROPER JOINING,
THE GASKET MATERIAL SHALL
CONFORM TO ASTM F477.
OF Lq
A 4. FOR ALL PRE —CAST AND POURED —
IN —PLACE INLETS AND JUNCTION
BOXES, CENTER DOUBLE —
SEALING GASKET IN WALL AND
c) rn GROUT COMPLETELY AROUND PVC
ExisT1NG SECTION PIPE. GROUT SHALL BE SMOOTH
CONCRETE SEWER OA
AND FLUSH WITH INNER AND
OUTER WALL WHEN ENTERING AT
AN ANGLE TO THE WALL OR
THROUGH THE CORNER OF AN
INLET OR JUNCTION BOX, THE
GASKET MAY BE OMITTED.
5, MANHOLES AND INLETS ARE TO BE
PLACED HALF WAY BETWEEN THE
FRONT LOT CORNERS IN MULTI LOT
NOTE: SUBDIVISIONS.
MANHOLE FRAME AND COVER TO BE MABRY
O.D. + 2' PATTERN NO. BF-22-17. NEENAH, OR OTHER
FOR BACKFILL tEMENTS,
ED EQUAL. WHERE SEWER S LOCATED IN
CONTRACTOR MAY USE LIGHTWEIGHT F
P BY T NGINE
PROVED HE ENGINEER
PROP. 2 3 1s"
CEMENT STABILIZED CONC.
PAVEMENT
SAND BACKFILL
COMPACTED TO 95% MAX. ` "'!"'r' `:St:r:•;..i
DENSITY ®
OPTIMUM MOISTURE
RCP OR CMP
�
STORM SEWER
DETIAL
PAVED AREA MANHOLE FRAME
AND COVER
%-%%%
�!„�,jv, OF Tej �-qj �f
*' '.*Th
r*:......................
RODNEY LEE SLATONif
../
,t� o�Gr 90298 O .' pr
fAr
j •. G/STEP . \fir
ll
The seal 4pearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
to-)Z?- /-I
L b ENGINEER — RODNEY SLATON, P.E.
604 W. FAIRMONT
Ilrl r,i 7u;', LA PORTE, TEXAS 77571
1aI' '{+,'" t• OFFICE 281-470-5060
�h'jIG
E—MAIL slatonr@laportetx.gov
Tons
CITY OF LA PORTE
DETAILS
SHEET
3/3