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LOCATION MAP
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WES MA
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j SHEETS 3 & 4
H. CARLOS SMITH
ENGINEERS AND SURVEYORS, INC.
W I 'map. EL E
slu hs P.O. BOX M 718 S. BROADWAY
LA PORTE, TEXAS 77571
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s�orin droinsn .Tower /i.�es/ Hn41'er /lines q.�d v// of/,er ui."/,'tiP� ii7 >Jre
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Cour/j �n1,/i7eers O/ic/tee, Ngrris Cova{yAle ed 6-e, -e 0/s�ric/� gnono//
olfier /oaryies ha v. a9 //.yes Av;A4.:s 1,4e rvor� ra re4n ¢8 flo /rs Prier
fo cross/iny ar�y of yfieir /.:ses / c'/Tee /s or qni%les, -
3. Fire hydraof rcac/may qs siia�yn orl �'/ne P/ons is synn,6o/ic o,o/y, Owner
Wi// der�ervni�e faei o' Qnd /ocofion 01' 7'0 co>s�r+c�ian
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PLATE 2-DOUBLE PLAN --PROFILE o P R n R E STANDARD 'y
t i.. RIDGWAY COMPANY. INC. OF
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PLATE 2-D000LF PLAN -PROFILE o.-p R & R. E. STANDARD
L. L. RIDGWAY COMPANY, INC.
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ADJUSTABLE
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VALVE BOX
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"B"CONCRETE
CLASS
CONCRETE THRUST
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BRACING
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GATE VALVE
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PIPE
TEE CONNECTION
TO
WATER MAIN
= '
ALL BELL ENDS
18"x 18"x 4" CONCRETE PAD
TYPICAL GATE VALVE
81
FIRE HYDRANT
INSTALLATIONS
NOT
TO SCALE
A
FSTUB,PLUGGED
AND AS DIRE(
PLAN
L
LATERAL
4 Bars both ways
of 12" o, C.
NOTE: For brick manholes less t
walls shall be 8 trick. For
manholes deeper than 12', that
Portion of wall below 12' soon
be 12" thick.
STANDARD CAST IRON MANHOLE
FRAME a COVER TRINITY VALLEY
PATTERN NO. 672 OR EQUAL
CONCRETE: CAP
7-22 1/2' CEMENT MORTAR
PLASTER
MANHOLES MAY BE
PRECAST CONCRETE
Q OR FIBERGLAS
F-
0
0
PLAN
39' COPPER OR PV.C. METER BOX -BROOKS
ERVICE. LINE MODEL 36H. OR EQUAL
3/4" x 5/8" METER
TER
ROCKWELL SEALED MIN. OD+ 12
REGISTER TYPE
OR EQUAL
3/4" CORPORATION COCK `
MUELLER N0.15000, 3/4" CURB STOP
OR EQUAL MUELLER NO.H-15275
OR EQUAL
TYPICAL WATER SERVICE CONNECTION
NOT TO SCALE
NOTE: Service connections to 2" cast, Iron
pipe will include service clamps.
ANDARD CAST IRON MANHOLE
FRAME a COVER
T�-+ CONCRETE CAP
E
-TRIM BACK TO SOLID MATERIAL
� -'CONCRETE
o. D 0 w
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CLASS "B" CONCRETE
TYPICAL THRUST BRACING
unT Tn crALc
TRENCH WIDTH
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I/2"CEMENT MOR AR —-
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CLASS 'A
CONCRETE " d
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4
Bars both ways at 12" o.c•
SECTION A -A
SECTION B-B
STANDARD MANHOLE
DROP MANHOLE
SCALE: 1/2"- 1'-0"
SCALE' J/2"= I'-0"
NOTE: When authorized by the Engineer trench
banks may be sloped from 6" above
top of pipe as shown.
M IN. OD +12" M IN. OD + 12" M IN. OD+12"
MAX. OD+IS"MAX. OD + 18- MAX. OD+18"
HAND PLACED D ,to / HAND PLACED
HANG TAMPED % HAND TAMPED
EARTH X EARTH
'1 -
O-- D1/4D „ O O-- 1/4D
^* . CEMENT e
$� STABILIZED
6
^* ,c t "
ORDINARY CONCRETE FOR - SHELL
EARTH BEDDING { CONCRETE PROTECTION
NOT
WYE
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SECTION A -A \-CLASS' "C" CONCRETE- SECTION
STANDARD STACK
SCALE: I"= I'' 0"
BROOKS DUAL DH MUELLER H-10890
METER BOX METER COUPLING or equal
or equal
WATER I COPPER OR PVC.
MAIN a -
CORPORATION COCK
MUELLER NO H-15000
OR EQUAL
O
it
O
M
PIPE PROTECTION
N a
1
N
--TEE
TO
F.
DEEP CONNECTIONS
SCALE
JI SLOPE: 2% MAX.
1% MIN.
PLUG
^PLUG
u•
r '
W
a °
Cs I ?+
X_ x< .
aI
CONCRETE PIPE PROTECTION
3' LONG WHEN STACK N07 USED
NOTES I. Plug wye In 000 or main when service line
Is not laid to property line.
2.Jse stack or steepen at main when 2% slope
is exceeded.
TYPICAL HOUSE CONNECTIONS
SCALE 1/4
r 4'-0" MIN. EXISTING CONCRETE
PAVEMENT
I' —a
�1:2:3 H°E,S• CONCRETE
M '
a
CEMENT STABLIZED
SAND o
COMPACTED BACKFILL
TAMPED IN 6" LAYERSS
MIN. 00 + 121 '
MAX.O D + 18"
CONCRETE PAVEMENT
EXISTING 3'-011 MIN, COLD PATCH
PAVEMENT-) jl 1/2„MIN BITUMINOUS MIX
SCEMENTZE
COMPACTED SAND
n,I TAMPED IN 6" LAYERS
z
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.,,PLUG AT
ff' PROPERTY LINE
I 0 _ur.
I" CRANE CHICAGO ( °
HOSE VALVE
I" GALV. PIPE
WATER MAIN
O CLASS "B"CONCRETE
N
CONCRETE THRUST
Z BRACING
1
REDUCING TEE
° °,,D \ 3" PIPE
1.
b. t
° A t -
A .h.
a
PAINT EDGE OF
EXISTING PAVEMENT
WITH RC-3 or RC-4
ASPHALT.
BITUMINOUS PAVEMENT
TYPICAL PAVEMENT REPLACEMENT
SCALE: 1/2"f 1'- 0"
S
ADJUSTABLE VALVE BOX
Limits Payment For Connection to
3"813maller Lines.
Gate valve separate pay Item.
3"GATE VALVE SMITH-BLAIR *435
J CAST REDUCING COUPLING
f 3" PIPE OR EQUAL
Use G.M.I. BELL REDUCER
for smaller size or existing
line
VARIES � VARIES - NIPLE I' � OR EXISTING
TYPICAL CONNECTION TO EXISTING SMALL WATER LINES
NOT TO SCALE
BLOW OFF DETAIL „
3,'4"x 5/8" METER, ROCKWELL TRINITY VALLEY IRON Si STEEL CO. NOTE:
SEALED REGISTER,TYPE PATTERN N0, 1684 OR EQUAL Necessity for use of
OR EQUAL STANDARD CASTING this Section wt11 be
the
MUELLER H-10205 consdetetmined ruction
coon by
og
engineert
n „4 -•. d-e F e ° 'D and tthetdetails 9hereof r
3/4 CURB STOP or equal 6"x 2'-0" SLAB O f may be modified by him
,. ,. , q • 'd,b. to suit conditions "
2"-10 LONG d. t d:: "' ancountered.
5/8" SERVICE
TAPPED PLUG I"
1`I
DUPLEX WATER SERVICE CONNECTION 6" PLUG A
SCALE I- V2"= 1'- 0" 1
A
CAST IRON MANHOLE
CLASS "CA CONCRETE
FRAME a COVERrl
_ 6"CLEANOUT
COMPACTED BACKFILL
o• • .o• e W.. 11 TAMPED IN 6" LAYERS 1'
2
LU 45" WYE BRANCHFE
;
8" 41- 0" o(a 6" 0 i NOT LESS THAN 3"
�o a
I
iL
%SS �A" CONCRETE #4 BARS AT 12" O C *4 BARS AT
BOTH WAYS 4" OC A-f—
SECTION A -A HALF PLAN
SHALLOW MANHOLE
SCALE I/2" = 1'- 0"
\
b
45D \°
1
f } - \\
PLUG
..
CLEANOUT DETAILS
SCALE 1/2 1'-0"
Ungraded washed shell
dimensions shown here"
typical but are to be
varied as ordered by the
engineer,
v
/
Renger f\Struts as
,,,r111II1equired
min.s 1.�-fO.D. osffel P a --.�1M�ln, e'
Un9i90P aah.d.SMa'±
a. .p
�> 12"or over
ea; C-200
-
20,j4 IO or tee
C-13 On:`
o
-
Q.: ' 6:...g.;�';4
4...p
:d-Floor with-¢"8oarda l'. :G
e
Z
Fill 3ea94 WO � Ifloo:
=
"board°sa2 s asherepy
m
"4'Stingers02
4x
T
All lumber shall be'secure1 nailed
together with at least I6 dyNails.
WET SAND CONSTRUCTION FOR PIPE SEWER
NOT TO SCALE
°
AS -BUILT Olilal)
A ; —;