SC-Coppell MSW-SP011019 9728382299
10/19,"2001 12: 24 972i=t3d22" CALHAR CONSTRU -TON PAGE 01
CaiHar
Construction, Inc.
CalHar Construction, Inc.
2138 CalHar Drive
Melissa, TX 75454
Tel: 972838-2888
Fax: 972-838-2299
Facsimile Transmittal
From:
Dee Dee Warren
To: Gareth Campbell
Company:City Of Coppell
Phone: 972-304-368"
Fax: 972-304-3570
Ref Coppell Service Center For C/SD
Date: 10/79/01
Pages 4
Including this covet page
Cosnments:
Dear Mr. Campbell,
Please review the attached submittals regarding the 8"Dbl Detector Check
Vault, the 3"Domestic Meter Vault, & the 3"Domestic Backflow 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.
If you need any additional information, please call me at 972-838-2888.
Sincerely,
Dee Dee Warren
10/19/2001 12: 24 9728382299 CALHAR CONSTRUCTION PAGE 02
10/1'3/2E121 17: 14 9728428E-. PARK OALLASP PAGE gglq<,
. .. .. • ,.� "T"'7--•. .' ^e . NAMf,'PWTE INDICATING:
MFG: PARK EQUIP. CO. pp
3 (800)256-8041 d
MOOEL: DO P-CP5 i
I 36' .1 DATE MANUFACTURED 1
t l
ji 9 y, •.!.7 Lt.***,,A .,..A;1:•�iy�l ,
CI a too 0/�•,
It
i
FAN
L • VIEW 1' U
i 6" i 36''x36" STEEL BILCO # Q-4 f4la\) a 5
HATCHWAY
, r __Zip
• ill r
MIT _
p I'. IA ..szel� co c....
: L 5 ..40
a 7' 0. "Woad 7
r
4
I - f--SG V.'STEEL
3 -r
I ea' 6"
•
. • y Y•.^
3 ,r• 4''x' .12"x12` SUMP WITH
1 5" 9'-0• CAST IRON QftATE
9'-0'
ELEVATION f
Specifications PROJECT COPPEIA. SPJRVICL' CENTER —Y
CONCRETE Cr1470ME R CALHAR CONSTRUCTION:
I Class 1 ooncrete with design strength of
3 4500 PSI at 28 do
G depth. EFR
#
construction at floor ondnfirst stage of wall EaGrN
" with aeGtlonal riser to required
PARKREINFORCEMENT! Qre le 5O reinforced. Steel rebar conforming to ?� �t
Y AST A515 on required centers or equal
GAsr�Ad�v
HATCHWAY with4l Steel BiI o. diamond plots. _.,.,„<....,,._..._ "� _ y of ...k,..��.»--..-
f4 extruded aluminum frame. Hatch to be ai� .r
furnished with 316 S8 snap leak At brass hinges.
Engineering beta �3
�E Field nxeavition and preparation shall be completed prior to
delivery of Beings of. Use dimensional data as shown. Pipe, 9" PRECAST CONCRETE VAULT FOR
valves and fittings of the assembly are approved by one or more
■ of rho folicwinq aasociationa: DOUBLE CHQCK BACKFLOW PREVENTER NONE
owe. NO,.v, „.._... _. . :Rev.
Aww� DATE DDBP CP8 .._..
m. .. 1/98 3 A I
10/19/20E11 12: 24 9728382299 CALHAR CONSTRUCTION PAGE 03
1(3ii 1i 8/2001 17:14 972B42fl ' PARK DALLAGP PAGE 02/0L
,.
• w
, z 7 o + ca i.., NAMEPLATE INDICATING:
t z 2 0 , MFT.- PARK EQUIP. CD,
M z c� 11 �.. (800) 238-8041
tl� 1�+! U MODEL. ilMGWCP3
GALV, S`I:EL Ii� rdi TY PA �'
, , N. 1.11—/ 1 i'l.'"---"'l
6'-0' __N..1!......i -1,\
i_-__ t I I\/ 1 r,SLEEVE. -� -` I t .) :111 z 1.,! DATE MANUFACTURED, .„,Ai .. .0- - ... iiiir, s , „.--„_____,.._...,
__......_..., ,
[ ______.......,
. .,
' HERSEY METER BY CfT1' �
. i,
30" t,;i COMPOUND METER r
.1 & STRAINER l l
�, tom.,
PLAN VIER - OIMENStON3
MODEL SIZE pZ8 t,1 W1 I-Il
BILCO Q-4 DOOR DMC CP3 3" 3" 9'-0" 6'-0" 7-8" 18,000
3' x 3' HATCHWAY
-il'-�Iitil ii lir' •' . ._s - _� ., r"
II
"� JOINTS SEALED
'! WATERTIGHT w/
RAMNEK GASKET
�,
f GA�,V, STEEL
_'j^---- E - 1 Il1 aI:i'I !! L.; .4 ..,
24" 12" MIN. • .. DUCTILE IRON
t3" , CONCRETE SUPPORTS e. (TYPICAL)
GRAVEL BED (9.o),r" ` 12x12 3UME' WITH CAST
LION `_ 9`-0" IRON GRATE
Specifications PROJECT : COPPELL 3ERV1rf CENTER
CONCRETE : Claw 1 concrete with design strength of CURTOM, •
ER CALHAR CONSTRUCnON
4500 PSI at 28 days. Unit is of mOnollthic
with ;
construction at riser to first stage of wall ;% II
with Iuctio no riser to rfirst stage depth.
REINFORCEMENT: Grade 60 reinforced. Steel mbar conforming to EQUD'1411NT COMPANY
ASTU A818 on required centers or equal. "Expect the seat"
HA CHWAYI Hinged 1/4" Steel diomand plate cover, with 1/4" The City of
extruded Steel frame. Match to be fumiehed with piAv
Stainless Aluminum Hardware. -256- 1
Engineering Date
Field exoavoticr and preporotlon shall be completed prior to
delivery of oaeembly. Use dimensional doto as shown. Pipe, 3" DOMESTIC COMPOUND
valves and fittings of the aneembly are approved by ono or more WATE
o' the following assoolatio99: >R METER ASSEMBLY
ID �
SCALE Nomevwc. No. ��FV
A'wwn � M DAB 1f99 DMC-CP3 A
10/19/2001 12: 24 9728382299 CALHAR CONSTRUCTION PAGE 04
1E1/1?/20E1 17:14 972842887' PARK UALLASP PAGE 03/64
. _,. NAMEPLATE INDICATING:
o ..•b,
MFG: PARK EQUIP, Co,
•
(000)256-8041
MODEL: BP-CP3
1 DATE MANUFACTURED
36'
4' 4' —�� li' � I I a ' +
r/w�/ 1 I 441 L - _ '
'e , r Jf
26' r
,Y
PUS! _tiL
I !
i
Cr 36"X36" STEEL BILCO # 0-4
HATCHWAY
- f __ •"' . - ' ----R.:,- .fir-d L,:
II,.,:1 .11
. 11=.f-
I EvEl2-GRIP w""`�� , NNRS GATE VALVE (TYP.) 1"
JOINT SEALANT`v z L1.L lBACKiq OW r
I
, thL �, -GA4V, STEEL
--- .. i tea• V SLEEVE,
2,1• 6- L DUCTILE IRON
J
STUB-OUT
I L - -------
12x12"''SUMP WITH
S" G'-10' CAST IRON ORATE
7'-t0'
I
i EL Vac)N
S ociflcatlo • p
r CAPPELI. `SERVICE CEN1PR
CONCRETE n� RpJE iEF : CALHAR CAvSIRUC11oN
6 Claes 1 concrete with de:3ign strength of a'8
1 4500 PSI at 28 days. Unit is of monolithic ENGINEER
i construction at floor and first *togs of wall .. ••.
with sectional ricer to required depth. ,� PARK
REINFORCEMENT; GYode 60 reinforced. Steel mbar conforming to ,tl
• ASIM A615 on required oenkere or equal. / l�nlld+MtlMr r3�1Mi*AIE/
HATCHWAY:WAY: 1/4" �' l
/4" aluminum Bilco, diamond plate, -� The GYtyof ,
with 1/4" extruded aluminum frame. Hatch to be 0
1 k,rAilohed with 316 S5 snap look do brass hinges. -
} Englnearing Data
i Field excavation and preparation shall be completed prier to J
1 delivery of assembly. Use dimensional data as *hewn. Pipe, •W�
vnlVea and fittings of the assembly are approved by one or more 8 DOASSE ASSEMBLY CHECK DOMESTIC UN
of the fauowlrg associations: __ VAULT AsbEM_sLY - DOMESTIC LINE
...
SCALE J WC. NO c DA BP- CP 3