ST9302-SP 990102 (2)FAX (214) 352-3201 TELEPHONE (214) 358-6581
ED BELL CONSTRUCTION COMPANY
POST OFFICE BOX 540787 10605 HARRY HINES
DALLAS, TEXAS 75354-0787 DALLAS, TEXAS 75220
TO:
Kimley-Hom and Associates, Inc.
801 Cherry Street~ Suite 1100
Fort Worth, Texas 76102
LETTER OF TRANSMITTAL
i Date: January 2, 1999 Job #: 939
~_ttn: Michael G. DeMotte
Re: Sandy Lake Road Reconstruction
City of Coppell, Texas
THE FOLLOWING ITEMS ARE ATTACHED:
Copies Spec Section Submittal No. Description
6 Detail on plan 13a Revised Brooks Products shop drawing for
sheet 39 precast 8" fire line meter vault.
THESE ARE BEING TRANSMITTED:
Infom~ation for Record
O&M Data
Information for Engineer's Approval
)< Return 2 Copies
CERTIFICATION:
This information has been reviewed and determined to be in compliance with the contract
documents including plans and specifications as modified by addenda, change orders, and field
orders. Any exceptions to the contract documents are noted below.
EXC EPTIONS/REMARKS:
i~cratcached shop dr£W{ng.4s'st~bmitted~as an or equal substitution for the fire line meter vault. It
*qs ~6ti~f u½~61*~s~l~ng t~: [~ '~;~ufacturer has utilized this box for the City of Coppell on
~vith 5500 psi concretet~ equal to 6'kwalls with 4500
~t ~e.5,_3v~alls
Signed: .....
: .,~., Project Engineer
c, i), d_.[:~ * '--' f.}-I~(.) r'<,l ~ '~'- "' ~ ~.r-.,..~ o ... ,.,~ r ~ ,'Cz2(-"f':/'T<':Lo. . iAN. EQUAL OPPORTUNITY EMPLOYER
OFFICE:
M-Co Construction, Inc.
6816 Harmonson
N. Richland Hills, Texas, 76180
Metro(817) 589-7601 FAX: Metro(817) 589-9155
December 31, 1998
Robert Weber
Ed Bell Construction, Inc.
10605 Harry Hines Blvd.
Dallas, Texas 75354-0787
RE: Sandy Lake Road Project / City of Coppell
Submittals
Sir:
Enclosed find six (6) copies of the submittals that Brooks Precast, Inc.
is proposing to use on the above referenced project:
(1) Brooks/Oldcastle - Fire MeterVault
Note: This is a standard Meter Vault that Brooks makes for this application. The specifications
require 6" walls with 4500 psi concrete. Brooks provides 5" walls with 5500 psi concrete.
Their forms are steel and do not adjust to 6" walls.
This vault is designed for a H-20 traffic loading.
Thank You,
,,AfFord Main
' Estimator
M-CO Construction, Inc.
~' P~ODUCTS
2¢-~01 W. Mayfidd Road ~ONE: (81 ~ ~
F~ (E~7) 472-6~84
(Typ.) -.
18' x.24' Knockout .. {Typ., Ea. End}
$05 METER VAULT
X ~,~"
_Notes_, =,
t Floor Slab Optional
~- Optiorud Roof Oper~ngs
Available Upon Request.
0 oldcastle-,
Precast. Ino A', ~,i?r~ ~.~er,:~d
'-.3
I"SPECIFICATIONS' ,
Concrete, Coacmte has a design sl~eogth of 5500 PS1
at 28 days. .
Loading., Designed for H~20 LoaCmg.
Fleinforcemeat. ASTM A"815 Grade 80.