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CONNECT 12 C-90
LEGEND
- - - - - PROPERTY LINE
-- -- PROP. WATER MAIN
- -- EXIST. WATER MAIN
I I
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t� (
dl '
}
INSTALL 8" FIR CONNECTION
t ' (REF. ARCH)
OUBLE—CHECK BACKFLOW
REVENTER INSIDE BLDG.
(REF. MEP) (PRIVATE)
f
STA. 0+L5, INSTALL 1
EASMENT LINE, 3 LF 2" TYPE 'K' _
COOPER WATER (METER
EGI
TO
EASEMENT)(PUBLIC) END PUBLIC/BN II
PRIVA E
INSTALL 80 LF 12 PVC C-90
DR-14 CENTER PIPE WITHIN 15
III EASEMENT, MAX 50 DEFLECTION PE
SERVICE WITH PLASTIC METER BOX I PIPE BEND TO VAU
> PER CITY OF FORT WORTH
REQUIREMENTS (PUBLIC ( 0+,
1 HOR, DEFLEI
3' BEHIND BACK OF CURB MIN. i i
INSTALL 8 F 2 TYPE K WATEt, I CONNECT 12" C-900 WATERMAIN
OX TO METER PUBLIC TO EXISTING 12" WATERMAIN,
I' REMOVE EX, 8" VALVE AND
STUB STA. 0+00
_ STA 0+00 INSTALL 2" I NSTALL FDC REF. ARCH
DOMESTIC SERVICE, CORP.
STOP AND BOX (PUBLIC)
WITH D.C.V.A
BLDG. (REF. ME
F.G.=619.
W/ GATE VALVE
6 LF 6" PVC C-9
Desi
C-900 DR-14 (PRIVATE)
(TEE TO BLDG)
TALL 9 LF
900 DR-14 (PRIVATE)
BEND TO TEE)
NS8 P�C—
R-14 (EASEMENT
EXISTING 12" OIP WATERAI AIN V✓ITH MECHANICAL
TO EXISTING 12" PVC C-200I
DR-14 WATERMAIN STA. 4+62.53
REMOVE 116 LF
EXISTING
WATERMAIN
' 3+46.87 TO
4+6
PROPOSED 15' WATER
i EASEMENT (BY
SEPARATE INSTRUMENT
r
INSTALL 198 LF 12"
PVC C-900
DR-14 (BEND TO
BEND) (PUBLIC)
_,T► 8 �
INSTALL 450 BEND
(TYP OF 2) STA, 4
4+46.0 AND STA. lWL
�I I 4+62,53 W/
20 LF 12"PVC
C 900 DR-14
>110
f(BEND TO BEND)
(PUBLIC)
W_
INSTALL 100 LF 12"
PVC C-900 Q
' * / DR-14 (BEND
I TO BEND) (PUBLIC)
�I
5° BEND
A. 3+46.87
/ WATER LINE REMOVAL
/ I FROM STA. 0+0.0 TO
} STA. 3+46.87 SHALL BE
SUBSIDIARY TO PROPOSE
!" 12" WATER INSTALLATION
/F cvi�nn�c i m, iTi m, iTV I
STA. 1+48.53
� NSTALL 65 LF 1:
/ vc c—soo
_� R-14 (BEND^%
0 60 120
GRAPHIC SCALE IN FEET
:XISTING DTI 7Y TA. 0+45 5° BENTD STA? 0+84.19 RESTAURANT DEPOT
:ASEAIENT OR. DEFLECTION 1171 B R 1 D G E W 00 D D R I V E
A T W EL L- H I C K S
www.atwell—hicks.com
1245 E. DIEHL ROAD, SUITE 100 Engineering Environmental
NAPERVILLE, IWNOIS 60563 Surveying Ecological
s 3 o s 7 7 o fi D o Planning Water Resources CITY OF FORT WORTH, TARRANT COUNTY
SCALE: 1" = 60' DATE: 9/04/08 JOB 08000292
NORTH OF PROPERTY 1
LINE IN EXISTING ISLAND
EXISTING MANHO
STA O+
RIM=616. 11
E INV=610.
EX W INV-609.
EX N INV=608.
SOUTH INVERT LINE
MANHOLE IN PLACE I
i-29, CUT AND PLUG
SANITARY SEWER BI
SIDES OF MANH,
(INSTALLED WITH H(
DEPOT,
i4
!
I
f
• x
li i\
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1 x
i x
x
x
ilk
i \ �
Il II
STALL 20 LF 8" PVC SAN n o�j
R-2fi SERVICE CONNECTION i LL��L/V LLJI ILJI �-�j �J
1.07. (PRIVATE) :
INV=614.09
(REF. ARCH)
INSTALL TWO-WAY
SAN CLEANOUT
END PUBLIC/BEGIN PRIVATE
STA 0+61.18
RIM=616.62
- N,E INV=614.00
SDR-26
ICE CONNECTION
_IC) END PUBLIC/BEGIN PRIVATE
CE, CUT AND PLUG DOWN STREAM
:RT (INSTALLED WITH H01AE DEPOT
46-070460135640)
ISTA. 1+49.76
CE, CUT AND PLUG DOWN STREAM
=RT (INSTALLED WITH HOME DEPOT,
46-070460135640)
i
i
LEGEND O
— — — PROPERTY LINE
a a PROP. SANITARY SEWER
a a a EXIST. SANITARY SEWER J
!- w
1201
GRAPHIC SCALE IN FEET
Film
004333
�l�1�110 0 �� II CUD o li
LEGEND
PROPERTY LINE
< < < PROP. STORM SEWER
EXIST, STORM SEWER
��� _ PRIVATE/BEGIN PUBI
INSTALL 7 LF OF 21" CL
RCP STORM ® 0,81
--�_ (PUBLI
rING PUBLIC
RCP STORM
N SD-0013 ##�I
Pc
26LF21"r
0.80% (PRIVA
STA. 0+80.
5'0 CB, CLOSED I
RIM=618.
SE INV=613.
N INV=613.
STM
STA. 0+60.
5'0 CB, OPEN L
RIM=618.
S INV=613.,
N INV=613A
(PRIVAT
STM 1�
STA. 0+00
5'0 CB
RIM=618.75
n
�
I
Puauc
RCP STORM
N (SD-0013)
iTM 3
>TA. 1 +13, 90
NSTALL 5' SQUARE MANHOLE PER
;ITY OF FT. WORTH STANDARDS
21M=618,40
i INV=613.12
=X. E,W INV=t610.40
;ONSTRUCT OVER EX. STORM SEWER
60 LF 21" RCP
® 0.80% (PRIVATE)
PING PRIVATE
RCP STORM
GRAPHIC SCALE IN FEET
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