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INSTALLATION INSTRUCTIONS
1. Excavate for manhole in normal manner.
2. Make cut -nut, keep as close to size as possible. A saw with carbide grit. carbide tip or masonry blade is
recommended for making cut-out. Make sure cut so as a minimum of 4" of utanhole will embed into concrete base. I" PIPE FA
3. Set depth of manhole so that a minimum of one concrete ring can be installed for adjustment of cover to final grade. ( WELDED)
4. Minimum concrete stab base required. (6'x6 x6' deep) -
5. Recommended handling procedure: Insert a WxWOO" timber into top of manhole with cable attached. Lift as
required.
6. Place manhole in position. The depth of the manhole in the concrete is to be 3" min. and a min. of 2" of concrete
beneath manhole.
7. Level manhole.
8. Seat by working concrete around base and cut-outs.
9. Back fill: Allow base to set and proceed to back fill as soon as possible. Back fill to be added in 12" lifts to avoid
excessive pressures.
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1 %2 3" II/2•
-J�- TO FIT" D. PIPIt EED
PIPE
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DRILL 258"0 HOLES EACH END AS SHOWN
2xsx%. t WELDED TO EACH END
PIPE CLAMP DETAIL
Lifting eyes
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#21 /o be lied la NOTE:
J�c/ion/. m2C) .,.
/'/V"V � x1pCA - ' PIPE GUARD TO BE PAINTED IN
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I ACCORDANCE WITH CURRENT
SPECIFICATIONS FOR "PAINTING
STEEL CARRIER PIPE'
11/ " F
MITRE WEI
tr?E. FIPE
45" MITRE
�= 4.53 4Ff. Die.
APPROVED: ��'� (To /3E ,PEMoVEo)
OG F1. $gaare
g?a. -u
WARNING Hams county Flood ColiGDi District ��
Overhead lines may exist on the property. We have not 71//1 TD FIBERGLASS MANHOLE
attempted to mark those lines singe they are clearly - ^-7 SEQUENCE OF CONSTRUCTION: N.T.s.
visible, but you should locate them prior to beginning Date
any construction. Texas law, Section 752, Health 6 Safety THE ABW6 SIGNATURE VALID I . CONSTRUCT MANHOLE NOTE
Code, forbids all activities in which persons or things MAY FOR (1) Y�i( QNL.Y 2. SET UP TEMPORARY PUMPING REINFORCING BARS SHALL 8E NEW, DEFORMED
come within six (6) feet of live overhead high voltage lines. It 4-NO. 5 VERT. BARS �� INTERMEDIATE GRADE STEEL WITH NO SPLICES
Contractors and :Owners are legally responsible for safety of 3. PLUG 8 SANITARY UP a DOWN STREAM S NO.3 SPIRAL AT 6" .`
A. S.T. M., A-305, A-15.
construction workers under this law. This law carries both 4. REMOVE CROSSING T.B.M. cTR6. / t CONCRETE SHALL BE CLASS "B"
5. INSTALL PILE AND CASING CHISELED "X" EAST RIM SANITARY �- MIXED AND PLACED PER SPEC.
criminal and civil liability. To arrange for lines to be MANHOLE NO.1154. / 1.
turned off or moved, call HLBP at 228-7400. 6. INSTALL SEWER AND MAKE TIE-INS ELEV.= 13.43 \�1sr/ _ e"R.- ( �2-T/a HOLES
AT EACH 7. TEST 2 FLAT LOOPS OF SPIRAL STRAP 3/8'x z I/2" STEEL
SECTION. ND OF REINS +'-I I �-
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i.. :...- ;.. ,.-....... ,. f. ::. 18"SONOTUSE TOO BEN---_..,
2�
AFTER CONC.
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14 CURES
ED
CONCRETE SURFACE TO BE
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F DETAIL
'ION
CAP REINFORCING
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T/e EX%Sit "San. Sw� DRILL SHAFT TO FIRM -
TO P/-OP. �'" rJ.M H. CLAY BOTTPM ---� m
22„ I"R. ALL BENDS
\ / to
2 NO 3 BARS REDUIR
7-/;- Prop. /Z"5'an• wr. iq{v { 5'an. Swr *SIMILAR PRECAST PILING
EXl's-f San. M.H.- 3.47 _ - - - •_ --
/f IS ACCEPTABLE
// CONCRETE PILING FOR SUPPORT OF 20" STEEL CASING
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DESIGNED BY
PRAWN BY : // i%� % ®,t, •..
°'' - ESPEY, H USTON & ASSOCIATES, I NC@
CHECKED BY : DCONt3E
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4627Q......:
,STER��.��� Engineering & Environmental Consultants
APPROVED BY: y111 �1`ON ...
DATE : t/u/if 5r /990
N0. REVISION BY DArE 888 West Belt Drive South Suite 200 Houston, Texas 77042 (713) 781-880CI
t
N.T. S.
STEEL CASING TO. EXTEND
10 MIN. INTO BANK (TYP.)
PER EACH
WELDED STEEL PIPE CASING. ---,
1.0. OF CASING PIPE TO BE A
MIN. OF 2" LARGER THAN O. D.
OF BELLS ON.,SAN.SWR
T
CASINO INSULATOR B SKIDS BY MALONEY
(OR EQUAL) AT BELL AND SPIGOT ENDS
OF CARRIER PIPE AND AT MIDSPAN OR
10' O.C. WHICHEVER IS LESS.
I TYPE "Alt CASING
AERIAL CROSSING CASING DETAIL
•-"TABLE OF DIMENSIONS
FOR VARIOUS PIPE SIZES
I6"
20"
24"
30"
36"
A
II /4
2-3.43
2-T
3•I
-7 /
B
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3-6
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4.6
4.6 /4
5 !
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2".
6L 0312
8^x � �I/p'x23/q"MACH, BOLT -.
(SEE DETAIL) (4 REQUIRED)
PIPE GUARD DETAIL
N.T.S.
NATURAL GROUND
COMPACT SELECT
EXCAVATION MAIL.
% /
�SOILSTURBED
TO 85%STD PROCTOR
DEENNSITY(12'ILIFTS
a
COMPACT' TO BS',
% ae
PIPE'ij
i � %
•F- :i
STO. PROCTOR
DENSITY48"LIFT
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N.T. S. eZ-P -` 90 - 71 Off} -
CITY OF La PORTE TEXAS
12 SANITARY SEWER REPLACEMENT
PLAN 81 PROFILE
CRUSHED ROCK,
WASHED SHELL OR
2500 Pal CDNC.
FOUNDATION ONLY
IF REWD. 9APPRCM
9" PIPE 9" BY ENGINEER.
MIN O.D. MIN.
PVC(USUAL)-►6"THROUGH 15"--ASTM
D-3034,SDR 26
,PVC(CLASS 150 AS REO'DJ-�-6"
-THROUGH-15"-AWWA C-900, DR-I8 OR
ASTM D-2241,SDR26,PLP O.D-(15")
TYP. EMBEDMENT DETAIL
( PVC PIPE)
N.T.S.. _....
I TOP of TIMBER
BENT EXPOSED
IN SLOPE
I/2" X 22"-'
GALV. BOLTS
Dio. PILE
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PILING AND TIMBER.
TO BE PRESSURE
TREATED WITH,AN
APPROVED PRESERVATIVE
TIMBER BENT DETAIL
N.T.S.
SHEET NO. 2
STA.0+00 TO STA) 3+30.78 of 2 SHEETS
MISCELLANEOUS DETAILS FILE NO.12789-01
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SANITARY. SEWER _MANHOLE. EXISTING SERVICE LATERALS TO BE
I.E.=14.20EA$T - RECONNECTED TO PROPOSED LINE.
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PROPOSED 300 LIE OF 811 SDR-35 PVC PROPOSED 160 L.F OF 8"SDR-35 PVC .
SANITARY SEWER LINE AT 0.33% SANITARY SEWER LINE AT 0.33 /o. +,'z�-°
PROPOSED SANITARY SEWER
MANHOLE -
I.E.=15.29 EAST, I.E.=15,19) WEST
STA. 4+00, 36 RT.
BENCH MARK
L.PB.M. U 79 ELEV. 21.58
- DESC. A BRASS CAP WITH PUNCH MART,
LOC. AT SOUTH EAST COR. OF NORTH P ST.
& SENS RD.
_ 1978 DATUM..ADJUSTMENT
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HIGHWAY FEDERAL AID SHEET PLATE t-SINGLE PLAN AND PROFILE -FULL LINE DRAWN:MIKE OATEI 11/19/90 i'
'MTELEUVNE CITY O PORTE NORTH °P° ST. / EAST OF SENS RD.
PRINTED IN U.S.A. YS••
DESIGN I HOZA SCALE
ENGINES 1 � RTMENT lu__20'
P.O. BOX 1115 PORTE, TEXAS 77571 II I HORZ.
• APPROVED:W.T.M. I =2 VERT. PROJECT NO.•§D'71 7 SHT. I OF I
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MANHOLE
I.E.=16.10 SOUTH (new line)
CONNECT 8" LINE (east -west) M
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I.E.=17.60 NORTH
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PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
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PROPOSED 234 L.F OF 6" SDR-35 PVC
SANITARY SEWER LINE AT 0.50%
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BENCH MARK
L.PB.M. # 92 ELEV. 22.19
DESC. A BRASS CAP WITH PUNCH MAR
LOC. EAST OF WHITE MIIILI�,OX#11129
AT NORTH SIDE NORTH H ST. AT rL #+
DUANE ST.
1978 DATUM ADJUSTMENT
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ORAWN1MIKE DATE,7/91 I —
rE [BUCHANAN/SOUTHT'ROM
OESIGN,HOZA SCALE'
TEXAS 77571 (11 20 HORZ.
APPROVED IWTM I = 2` VERT. PROJECT _ N0 190 7107
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Ex�s� a"sdvSx%e �� iI i ! LIFT STATION'AT STA. 5+87, RT. 101
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PROPOSED' 13 L.F. OF 8"SDR-35
of PVC SANITARY SEWER LINE AT 0.33%
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BENCH MARK
M� w �a DESC. A RASSLC P IW WITH PUNCH h
0 0 9�0 2 R.� �� 9� +`r»a LOG. AT THE NORTH WEST COR. OF
tug NORTH DLD ST. & SENS RD.
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HIGHWAY FEDERAL AID SHEET
PLATE: 1-SINGLE PLAN AND PROFILE -FULL LINE
'P?`TELEDYNE .
PRINTED IN U.S.A.
' CITYNEER
O
ENGI
P.O. BOX 1115 �\
DRAWN: MIKE DATE: 4-18.91
PORTSARTMENT DESIGN:HOZA SCALE_ ',
PORTS, TEXAS 77571 1 20 HORZ;
APPROVED 1 W.T. M.4 VERT
NORTH IT' ST,/E,
PROJECT NO.:90-7107
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PROPOSED SANITARY SEWER SANITARY ARY SEWER
LID NE T 03i�
PROPOSED 260. L.F OF 8" SDR-35 PVC MANHOLE I PVC r
SANITARY SEWER LINE AT 0.33% I.E.= 11.93 EAST
1,E. = 11.83 WE
STA. 8+60, 10' RT
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BENCH MARK
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1978 DATUM ADJUSTMENT
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HIGHWAY FEDERAL AID SHEET
PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE
TELEDYNE
PRINTED IN U.S.A.
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SANITARY SEWER
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PROPOSED SANITARY SEWER
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SKEET DESCRIPTION
I PLAN AND PROFILE - SOUTH
14TH
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12TH ST. , STA. 12+32 TO STA. 15+87
3 STANDARD
SAN. SEW. DETAILS
4 TRENCH SAFETY SYSTEM
APPROVED:
JOEL H.ALBRECHT
DIRECTOR OF COMMUNITY DEVELOPMENT
W I L L I A M T. MANNING , P.E.�/�/i�
CITY ENGINEER
STEVE GILLETTE
DIRECTOR OF PUBLIC WORKIS
OWNER:
CITY OF LA PORTE
CONTRACTOR:
Mc KEY CONSTRUCTION
AND EQUIPMENT INC.
DESIGN ENGINEER:
H CARLOS SMITH
ENGINEERS AND SURVEYORS INC.
LOCATION
SCALE I"= ...
PROJECT LOCATION
H. CARLOS SMITH
ENGINEERS AND SURVEYORS, INC.
PO BOX 529 423 N. HWY. 146
LA PORTE. TEXAS
77572 - 0529
FA IRMONT
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