HomeMy WebLinkAboutRW-4588" 90"
2m12.l2
EN
EXISTING WSO. RETAINED
UNDER CONCRETE WALK -
D -4.4'
FORELAND AVE. L =s o' 7VORELANO 43
#AS
=4.7' MoR A D;
M LAND
�x H
v
y46
MORE -AND
AVE.
8'x8 "x6" ANC i//,.0 =4.4' i
6" GATE VALVE � 8 /L =27'
HYDRANT
RCONTINUATION SEE SHEET 4
3 LF 8" DI PIPE
4 LF 8" DI PIPE
3 LF 8° DI PIPE
l �49:8'i
/I\ , j \1. 22.S \1
ca i
DETAIL A
Ice
NOT TO SCALE
t
0
SEE DETAIL "A"
8° SOLID S
8 "x8 "x6"
C6 GATE
HYDRANT
Q-M
L =14'
LOT
6
I i
m
#44
MOgEtANd
AVE
D -6.1'
L =24'
AVE.
REMOVE EXISTING 6" WATER MAIN D =4.4' l hk
VACANT LOT
AND REPLACE MATH 8° CL01 WATER MAIN L =18.5 O
D -4.9' #35 D =5.8' i
L =6.O' / MOLAW' L -tO'
RE (}�
)_49..00' = g #37
1 c AVE.
LANG
MoRECAVO A / n.t3 w
AVE_ j (L6� INNER _ W" me.93
441
` WN "
MORELAN CONS TRUCTIOM Ip
Apt .
CSI oWSm+� T � xw
T
V12"
36
R., pd 246 / /' 8 / , .MOREL AND% _
L AVE. t
/ #3
/� - �/ MORELAND
=24' - AVE. D =3.1'
//, // / L =24'
Mo. ELAND' D =4.4'.
0
AVE- /. MCRELAND L -26'
nn�'� AVE.
PLANMMORELAND AVE.
D =6,0'
L =13'
p ELAND
R
e' e,
ii.,,
y1643® #30 t?z?-
1 MORELAND 'DC�
ti.
AVE
i
/� / / /`/ 6REFNPOUSE. =4.7 Mo ECBN
X34 8 "x8 "x8" ANC H0 TEE L =29• AEE D
VA o/ 8° GATE VALVE 3) 0 =4.0'
D =4.5'
D -3.7' D -4.4' / L =25' L =23.°
L =26' L=30'
P: \1417 Water Birdhill Area C09- 64 \WaterMainReplac ment \As- Built \BirdHillArea.dwg, 3/28/2011 9:48:48 AM
SCALE I" = 40'
2'
p '
me
e'
3 IF 8" DI PIPE
UP _54` .6'_\ 2 LF 8° DI PIPE
\ 1 1
1 1
h , \
0'
8.5'� \ / \40, 38.7
\�13'� .45\
J
CB
DETAIL B
NOT TO SCALE
D -4.T D -7.0'
L =21.6 L =17,
No 8 "xGATE VALYEO(3 E OAISv 4'TLSON
MEADD%LHI.'0
;LAND8 "x8"x6' ANCHOR TEE
MoRELAND. % HYDRANT VALVE
E. j AVE
' 8 TEE
AVE-221% x�9E�iI
v. au °a2.4 .. N,0
BALL SAL hE TYPE
CORPORA 7701V -
FINISHED GRADE
TYPE K COPPER TUBING
MIN. DIA. = I "
NEW 2
112- BUFFALO STYLE
SLIDE TYPE
SERWCE BOX
fa
2
a
�o a'
,I
EXISTING T�- 0 HOUSE OR BUILDING
WATER MAIN 1)(J14- COPPER TO COPPER
REDUCER
OPEN RIGHT BALL SAL IE CURB STOP
TYPICAL WATER SERVICE CONNECTION
A
I
s x6AxT6 AN C R TEE
" E
HYDRANT_
GATE VALVE (3)
WITH "\GATE 1'
RECO4 T EXIST.
COPPER'SERVICE
Arta
rn- plFwq�[
ANCHOR TEE
4� Ill' D -4.4' SEE DETAIL "C�
L =27. \
s T
�n 0 ERA,
,a
D =4 8" INLINE G TE VALVE
L =24. 8°x10" REDUCER -
m *2r fllf�'I�R E�
10° SOLID SLEEVE
S G ,,,i8% \
Vx6YVREDUCER , � reu' :os ) \
*, "244 `3� \\ \ \
v \
-T�i7� 76'.
%` �cntic � � z /✓%1 V A � �I 1
ENV 7s1- ✓f/1+ // ��- -�� 1 ).
T1141JA
SEE DETAIL "B" / 125:7- /
S�1AN Oft, CON o uP #32 -12
\3 LF 8" DI PIPE��i ) '/ 1 40.5 /
PLAN- MORELAND AVE. 2 LF
SCALE: I" = 40' �y3p_-- _�,./ 10° DI PIPE
NOTE: GRAPHIC SCALE DETAIL C
° D =DEPTH TO CURB STOP IN FEET .o o so w a. I.. NOT TO SCALE
L= LENGTH OF 1" COPPER PIPE FROM -•
CORP. STOP TO CURB STOP
( W FEET )
1 inch - 40 ft. Fa4r-F RECORD DRAWING WESTON & SAMPSC
R- pv1 slON BY
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f
1 9 1 : A
ki
1
1
I
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