HomeMy WebLinkAbout3" WATERLINE EXT. TO SERVE LIQUID AIR, INC.z
0
/ryy�
LL
W
Q
U-1
U
W
m
6
m
Zo
'z
a
m
o
a
Q
O
Ej
OC
9
0
=
S
a
ne
- - -- ---
i
-
g
Sand to be clean bank sand,
free of large cloy lumps,
• = 5' /6''
orgcnic material, and large
rock.
< Min. Min.
i
NOTE: When authorized by the Engineer trench
/
hnnkc maJ he Sinn Bd from R' nhnan _ _ __
CONCRETE
4'-0" MIN. _J / /
3 1` PAVEMENT
QI0
U ,
W
Z
> a -
K O
O K
Z
O Z
a }
R m
O
O
U � a
9
0
s
n
W- - - `' 1 1
+ TYPICAL HOUSE CONNECTIONS
V
n
-N
11 e
D !
0
n , n
0
i SCALE -
_ / I u!
/ 00 U11
LATERAL 4 a k
a'i CRANE CHICAGO -
� ,l 1 TEE
—F' 4. ,. F • �I. ; HOSE VALVE
STUB, PLUGGED r r /? i ADJUSTABLE
VALVE BOX
AND AS DIRECT 1
_ .w
rr..
lit,. . .•. ;.� :4 Bars bot.hr.: '
<.. ways .., _ ,! - o , ,-•,
,._ . GN — -. - . •„ o . n, - M 71
Limps Payment For Connection to
at 12 0.. , , u „
CL AS - _ - S B CONCRETE
. ,, .,, a'"' .uen=�. O ° ° 3 6Smaller Lines. 1 7.
SECTION A -A CLASS 'C CONCRETE Gate valve separate pay Item.
� SECTION
r:; N CONCRETE THRUST
NOTE. -;..,For back manholes less than;- l2-' deep, -.
Z BRACING
;wolls shall be 8'. thick, For STANDARD STACK g 3"GATE VALVE !
..;::: , r .,;;' ` — ,._ _ .. _._ ..,� SMITH-BLAIR #435
;>,: AL REDUCING TEE
manholes deeper than; r2 , that.:,_ I 1 0" CAST REDUCING COUPLING
SCALE:
PLAN ` PLAN
u. /r,agr gnr, n: Z/rrgpr n'- rg r - ." ;'.portlon':.of wall below A2 shall _.`. :: .. _ PIPE AL
n,, • 1 ° ° D. 3"PIPE
` ` ` be 12:.thlck. - ` . ._ n 311 Use G.M.I. BELL REDUCER
( GAL . PIPE >. V _ -
- I 1 D for smaller size or existing
OR EQUAL
BROOKS DUAL DH MUELLER H 10890
_ I _ c _ _ _ <-o t me
METER BOX METER COUPLING or ,qua WATER MAIN p c
or equal f =• - 2n N1
I
- - _ VARIES VARIES PLE`
0 EXISTING
z 5/8"iSERVICE.
A P. '� STANDARD, CAST IRON MANHOLE STANDARD CAST O MANHOLE O . TAPPED PLUG i" t
FRAME & COVER ",TRINITY VALLEY A IRON N IHOL " ` WATER I COPPER, OR PV,C.
CYF FRAME. & COVER` MAIN M4"x-3/ „Hu15362 TYPICAL CONNECTION TO EXISTING SMALL WATER LINES
j Z Z PATTERN NO., 672 OR EQUALa
3/4 x 3/4 U _ NOT TO SCALE O ¢ o y I ' CORPORATION COCK
BRANCH or a ual
BLOW OFF. DETAIL
CONCRETE CA•P, ',: CONCRETE CAP MUELLER NO H-15000
to Z _ (' OR EQUAL O d Renger tStruts as
3:.4.x.5/8 METER, ROGKWELL TRINITY VALLEY IRON 81 STEEL CO. NOTE: required
Z o ¢ ¢ - SEALED-- REGISTER,TYPE "Necessity for use of
W N o w PATTERN NO. 1684.'OR EQUAL this Section will be In. si. o.D.of pipe mime"
o n y the
OR EQUAL STANDARD CASTING
22 —, engineer as the L s
ned
_. •• . ., • , - - Up Cid,En •aabed.shll '? :
F'" � ¢ o I/2 CEMENT MORTAR �, e , const Nlctronbp ogresses, j
W Q 9 e ,� PLNISTER MUELLER N-10205 •.,: ,
< 4 e' 'o _ 3/4"CURB STOP or equal „ o,.e .. may be modified D
e o 6 x 2 0. SLAB 1
a 3 I - to suit conditions - 1O, e ` o• , ', • e, b 2'br over
a o - _ - ,'_ 1 ::.' O .a.. encountered. C '.
W Q : 2 MANHOLES MAY B� - <. „� B 10"a 20 e p e
' 2' LONG c. .•
•
rn [-• a PRECAST CONCRETE TEE - 6" PLUG C-13
O m a OR FIBERGLAs DUPLEX WATER SERVICE CONNECTION _--
c c'JJ''! N year L : ol'a Iv SCALE; I-V2''= 1`0 o.;o, o -.•4
_. ,, ,. mW „' 0... r - A dimensions shown here'ore p-. •' 6: c..
i
raded
I „ , , CAST IRON MANHOLE - q•• o"
typical but are robe .4.pioor wiri, ¢ 9oorda L'•: • a
FO O I/2 CEMENT MOR.AR 1��<.a.. �„ GLASS "C" CONCRETE varied as ordered by the
ot=- m a'W x 4' p" wF PLASTER " FRAME COVER _ o CLEANOUT , engineer. Fill aDacn Dalrl hloo: e
_ -- _ -
Inn
r
h
UO ¢ m °c U J ° i a, , o` 7. o.• o ne esor oar as 6,
¢ a m n-.--1'�Lt- • !_e.e °.' COMPACTED BACKFILL 4'x4'Stinpers �J �.
a > co = a TAMPED IN 6" LAYERS „ ,• s s oQ W m ,� w ° .... - .. 4x4 Sills eL�4'cc:. :,-
1 Zir ,, d GLA55 -S" GONC. w o L 2.2 J F �c n All lumber shall be securely nailed
FX �< m w¢� 45 WYE BRANCH t\� together with at least 164Nails.
tnw n` �� Cr "' 8„ 4 O„ Zm 6" 0 �_ I ,I NOT LESS THAN 3" WET SANDCONSTRUCTIONFOR PIPE SEWER
I, I ..
I/4 BEND - > .� 00 x _ �\% • NOT TO SCALE
i ` \ J - o•OQ da. O 6' \\BIZ\1 ,.
B GLASS A• CONCRETE �} ° e .a. o• # . , a . •. :•a.: 11� # 45 - 'g PLUG ; d h
I•- .••e e o .• ..•. -e •n. :o - •. 4 BARS AT12 OC 4BARS AT \ m. " "
CLASS A CONCRETE t P �/ C W SERVICE LINE
4 Bars both ways at 12" o.c. I 0TH WAYS - ,
4, O C
_ a A � ':�a:;:'�r�-:a ':o_ \��„ 3 PROPOSED
„.
t —
_' SECTION' A —A SECTION B-8 _ : „ _ r _ • . ,_ , _ —� TO
LIQUID AIR, INC. _ f- SECTION A -A HALF PLAN I ELEVATION END VIEW �� ®®
STANDARD MANHOLE DROP' MANHOLE FOR CITY OF LA PORTE-
_ „ SHALLOW MANHOLE CL_EANOUT DETAILS
scAE: vz.= ►-o SCALE!J/2 -1-o STANDARD VUs41'ER a SEWERy DETAILS
SCALE 1/2" = 1'- 0" SCALE 1/2"= 1' 0" i
DATE - - - SCALE
-.
H• C
-rSURVEYORS,M TIH
DEC 1983 AS SHOWN
-_ ARLOS S
w. DRAWN ENGINEERS AND JOB NO.
e ` _ `.: CHECKED
i .
1
1693 - 83
SHEET
OF 2 2