SC-Coppell MSW-CS011019972838299
18/19/21001 12:24 9728382299 CALHAR CONSTRUCTION
CalHar
Construction, Inc.
Calgar Construction, Inc.
2138 Ca1Har Drive
Melissa, TX 75454
Tel: 972838 -2888
Fax: 972 - 838 -2299
PAGE 81
Facsimile Transmittal
From:
Dee Dee Warren
To: Gareth Campbell
Company. City Of Coppeii
Phone. 972- 304 -368^
Fax. 972 - 304 -3570
Ref Coppell Service Center For CISD
Date: 10179101
Pages 4
ft"uding this covet VaQe -
Comments:
Dear Mr. Campbell,
Please review the attached submittals regarding the 8" Dbl Detector Check
fault, the 3 Domestic Meter Vault, & the 3 "Domestic Baekflow Preventor &
Vault and verify that they will be acceptable to the City for installation. We need
to orders these items as soon as possible, so anything you can do to do to expedite
this process will be greatly appreciated
I f you need any additional information, please call me at 972 -838 -2888.
Sincerely,
Dee Dee Warren
7.0/19/2001 12:24 9728382299 CALHAR CONSTRUCTION PAGE 02
i0/18/20?l 17:11 9 PAQK DALLASP PAGE 01I0<.
3 V�>
I _. 'a- ' T,�.' .. ,.." _.,_T —_. �•�r; —r•• NAMF;PI.A'fE INQfCA f!
TING:
MFG: PARK EQUIP. Co, g
(800)286 -804?
1 7 1.
MODEL: D08P -Cp'$ I
DATE MANUFACTURED
�r
h
3
'IAN, VEEw
s'
k
I i _
i
�I
Specifications
CONCRETE
36'7(38" STEEL BILCO Q -4
HATCHWAY
�.....�
`q -1Z c
-�' S oe F
4!560 (At.
:
Mo d4� L• 5
- EV. STM
12 "x12" SUMP WITH f
B" CAST IRON ORATE
4' -0'
Class 1 aonp ggte with design strength of
4500 PSI at �8 doye. Unit is of monolithic
oonatrvction at floor and first stage of wall
with sectional riser to required depth.
REINFORCEMENT, GP44* 60 reinforced. Steel rebor conforming to
ASTA1 A615 on required centera or equai:
HATCHWAY: 1/4" Steel BilcO. diamond plots,
with 1/4' extruded aluminum frame. Hatch to bs
furnished with 315 SS snap leek dt brass hinges.
Engineering Deta
Fleld nxCavatfon and preparation shall be Completed prior to
delivery of case- rnbly. Use dimensional data oa shown. Pipe,
valves and flttln99 of the asesmbly are approved by one or more
of tho faUewing ossoctationa:
PROJECT COPPE" $"MCE CiN iR
([i970MF R CALHAR CON5TRUCTiohs „~ • _
............. .
ENQNWFR ;
SPARK
0 COW ANY
f ,
8" PREGA$T CONCRE ET VAULT F OR
DOUBLE C PREVENTER _
3CA4�� NONE ( OWO. N0,' ,• - :..,.:. i `REV_
PA -TE 1 / 98.._.ltl DDBP -CPS A
cr�S
ask
A
10:'1912001 12:24 972838 99 CALHAR CONSTRUCTION PAGE 03
110/13/2aCl 17:14 97284200 PARK DALL.ASP PAGE 02/04
r -
OALV, STEEL
SLEEVE.
6 -0"
4
PLAN VIEW
T
HERSEY METER BY CITY 0
;i COMPOUND METER 0
' dt STRAINER �•.
�, y — _ - -. . .—_ —:. _�- �_. —�_. i �•- -�� —�. P te. �. _.. r..�..p �.`---- • - -___ l•.•
BILCO 0 -4 DOOR
3' x 3' HATCHWAY
DIMENStaNS
MODEL
SIZE
_
P�S8 41 W1 Hi WE� T
DMC -CP3
3
1 +3" 9' -0' 8' -0" 7' -6" 18,0001
DATE 1 /99
i
i
a 4
�.
•�
c
2
NAMEPLATE INDICONG:
z >
z
�' z U
i �
: •
0 "
r.:
MIiGr PARK EQUIP. CO,
(800) 266 -6041
Y PA
c�
MODEL: OMr:WCP3
DATE MANUFACTURED
T
HERSEY METER BY CITY 0
;i COMPOUND METER 0
' dt STRAINER �•.
�, y — _ - -. . .—_ —:. _�- �_. —�_. i �•- -�� —�. P te. �. _.. r..�..p �.`---- • - -___ l•.•
BILCO 0 -4 DOOR
3' x 3' HATCHWAY
DIMENStaNS
MODEL
SIZE
_
P�S8 41 W1 Hi WE� T
DMC -CP3
3
1 +3" 9' -0' 8' -0" 7' -6" 18,0001
-+ JOINTS SEALED
WATERTIGHT w/
! RA64NEK CASKET
—OA1.V. STEEL
e SLEEVE.
A.
7 -8"
24" 12' MIN. DUCTILE IRON
CONCRETE St1PPORT5 e ' (TYPICAL)
8" _ ,� 6" •
4. ,�'..� • y ;
i�
GRAVEL, BED (3.0) 12'x12" SUMP VATH CAST
EL -90P} g'-0" IRON GRATE f
$peoMl'CAtionS
CONCRETE- C1049 1 concrete with devi strength of
4500 PSI at 28 days. Unit is of monolithic
construction at floor and first stage of wolf
with sectional riser to required depth.
REINFORCEMENT: Grade 60 reinforced. Steel mbar conforming to
ASTM A615 on required centers or equor,
HA Hin edd 1/4' Steel dioorr�ta late cover, with 1/4'
extrry e m
d Steel frame. Watch to be fumiehed with
Stemless Aluminum Hardware,
Engineering Dale
Fjeld exoavoticr and prepdretion shall be completed prier to
delivery of cavembly. Use dimensional data as shown. Pipe,
volvea and t1tth19e of the c000rnhly are approv¢d by one or morn
C; the follow;r,g assocratlo -19:
C"
AEA
PROJECT : COPPELL 3ERNCF CENTER
CUSTOMER : CALHAR CONSTRUCTION
SPARK
"Expect the Heart"
Me aty of
-258- J
Si DOMESTIC COMPOUND
WATER METER ASSEMBLY
SCALE NONE
DWG. NO, Rev,
DMC -CP3 A
DATE 1 /99
10/'19,12 12:2 9728382299 CALHAR CONSTRUCTION PAGE 04
1. i1 13/7dE1 17:14 9728428871 PARK DALLASP PAGE 83/04
..��.,. �.�... .,.-, ... ... ,� ..... n,:o- �,.., ,.,,...,.....,...,.....,....,._ r<m_ .,....•..w.,.......... _._..-......,„,.........-,.,,., �... �,^......___'_ �T.....,.......... rrnm, �w, ncunn.-,,:., �,.. wwr.. ww.... x. w±, �. ww... a..,.,, ..r....,- .._...�......f.,..,..—
4' -4'
rl.oN 4
ya
26•
f
NAMEPLATE INDICATING:
MFG. PARK nUI . Co.
(000)256 -8041
e MODEL: BP - CP3
DATE MANUFACTURED
36'
Ft
r 8"
t
[ E a � ,C ,M I T -- SEALANT
36 "X36" STEEL BILCO # 0-4
HATCHWAY
f GATE VALVE (TYP.)
y M - GAL V, STEEL
SLEEVE.
0 0 o
`' B" DUCTILE IRON
.
STUB -OUT
—. ....� _. _ 12'x`2" sump WITIi
S" 6' -lp• CAST IRON ORATE
_ I
$pacificetions
CONCRETE Clogs I cons at! with d6sign strength of
4500 PSI at 0 days. Unit Is of monolithic
construction at floor and ffrat stage of wall
with sectional rlsaRr to required depth.
REINFORCEMENT; Grade 60 relnforeed. St" mbar conforming to
I AST'V A615 on required oentere of equal.
HATCHWAY: 1/4" aiur'n;num Silco, diamond plate,
with 1/4" extrudod aluminum imme. Hatch to be
Arrniehed with 316 SS snap look k brass hinges.
Enginsorlrtq Data
Field excavotic-n and prsporation shall bd completed pr Ior to
se
delivery of assembly, U dimenaionai data as *hewn. Pipe,
valves and fittinos of the assembly are approved by one or more
of tha fo llowirg ae9ociation8:
AWWA
(0 N
PKJEcr CO PpELL SERVICE CENWR
ALHAR CAv5'RUr n(x4
- - ....,
.. - ... .. ...
..
ENGINEER ;
S PARK
N'R�1efT rs(rorrar°wNv
I
da Are Cy of
a
3" DOUBLE CHECK BACKPLOW
_ VAULT ASUMSLX " DOMESTIC LW E
SCALP DWCµNo, RFV.
NONE _RFV_.
DATA ''gg..,..._. BP---CP3 A, }'