WA9601-SP 980520S EK, JACOBS & FINKI-EA, L.L.P.
CONSULTING ENGINEERS
DALLAS, TEXAS
Date:
Landmark Structures c.
1665 Harmon R
Ft Worth as 76177
· : . innea
Re: City of Coppell
Wagonwheel Ranch Elevated Storage Tank
We are transmitting herewith three copies of the submittal data furnished by Landmark Structures, Inc.
reviewed and marked as follows:
Explanation
No Make
No. Exceptions Corrections
Dwg. No. Sheets Dwg. Description Taken Rejected Noted
6 Drilled Pier Drawings XX
May 27, 1998
These copies have been
Revise Submit
and Specified
Resubmit Items
Remarks:
By copy of this letter we are returning one copy of the submittal to Mr. Larry Davis, City of Coppell.
Paul A. Carline, E.I.T.
Checking of shop drawings by Shimek, Jacobs & Finklea, L.L.P. is only for general conformmace with the design concept of the project mad
general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans mad
specifications. Contractor is responsible for: dimensions which shall be confirmed and correlated at the job site; fabrication processes and
techniques of construction; coordination of his work with that of all other trades; and performing his work in a safe and satisfactory manner.
LANDMARK STRUCTURES, INC.
1665 Harmon Road
Fort Worth, Texas 76177
(817) 439-8888
Fax (817) 439-9001
TO: Shimek, Jacobs & Finklea
8333 Douglas Avenue, Suite 820
Dallas, Texas 75225
WE ARE SENDING YOU THE A'R'ACHED ITEMS:
Copies Spec Section Submittal No.
5 SC 8, A 6 Drilled Piers Drawings
LETTER OF TRANSMITTAL
'Date
Attn:
Re:
5/20/98 ]Job. Noel802
Mr. Gary C. Hendricks, P.E.
Wagon Wheel Ranch
2.0 MG Elevated Storage Tank
Bid No. Q 0198-03
City of Coppell, Texas
Description
THESE ARE BEING TRANSMITTED:
Information for Record
O&M Data
X Information for Engineer's Approval
X Return 2 Copies
CERTIRCATION:
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.
EXCEPTIONS / REMARKS:
Please review the submitted drawings. Note that a more complete set of drawings and
the design calcs are forthcoming. Our design engineer is currently on vacation and
we expect to have this information this week, at which time we will forward to you
immediately.
Thank you for your attention in this matter.
Signed
Joe Swinnea
WAGON WHEEL RANCH
2.0 MG ELEVATED STORAGE TANK
PROJECT NO. WA-96-01
SUBMITTAL NO. 6
SPEC SECTION SC-8, A
DRILLED PIERS DRAWINGS
D,wG
S1
S2
S3-A1
S3-A2
S3-A3
S3-A4
S20-B
RE_,~v
DESCRIPTION
TANK ELEVATION
TANK SECTION
DRILLED PIERS/PIER CAP - PLAN
DRILLED PIERS#4, 5, 6, 7, 8, 15, 16, 17, 18, 19
CONCRETE / REINFORCING STEEL DETAILS
DRILLED PIERS #1, 3, 9, 11, 12, 14, 20, 22
CONCRETE / REINFORCING STEEL DETAILS
DRILLED PIERS #2, 1 o, 13, 21
CONCRETE/REINFORCING STEEL DETAILS
BAR LIST
[] R~ISE AND RESUBMIT
~ SUBMIT SPECIFIED ITEM
Checkin8 Is only for 8eneral conbrmance with the desiSn
concept of the project and ~eneral compliance with the
information Eiven in the contract documents. Any action
shown is subject to the r~uirements of the plans and
specifications. Contractor is responsible for: dimensions
which shall be confirmed and correlated at the job site;
fabrication processes end techniques of construction, co-
ordination of his work with that of all other trades and
peSofining his work in a safe and satisfacto~ manner.
~IMEK, JACOBS & FINKLEA
CONSULTING ENGINEERS DALES, T~AS
RaV.
Dine
COPPELL, TX - # 802
LANDMARK
TANK ELEVATION
Date 05 / 98 Dwn, CADD
Chk.
S1
677,57
624.32
4'- d'7/8"
·
u/s Pile Cap
520.00
48'- 8 1/2"
~ Access Tube
i i!! i Root Manhole
, si: 618 32 II ~B m
1'-9'e~ ~ 27'-0'
Storage Floor
524.50 524.00
~' ~7
~'~-Pier Cap
S12
672.50
~7
HWL
- Steel Tank
632.50
~7
Rnish Grade
//-Drilled Pier Foundation
LWL
Rev.
NOTES:
1. Plan views correspond to sections indicated. Refer to sections for details &matedal specifications,
Date
COPPELL, TX - # 802 TANK SECTION
LANDMARK
Date 05 / 98 Own. CADD
S2
' ~ ~~i 24" Inlet / Outlet
" ,"", --; ' ( Note 1 )
...... i'i
s3- ,3 ,,-' '(;- ........\
5'-5""'.\ \~ ! i !'~, ',
S3 - A4 " \
--,...,.~. · . '\ /// \\ //"/ ~'.\
o.-.... ~ .\ ,, .~. i~'!....'
S3 - A2~,~,.~~ '\.\\ ./.--'/'/\\\\ ~/r Outline of Crane Pad
-.-R = 27'- o'\\', .,---"'~.~"
=,.i. 30"GI Drilled Piers \\/./~' '\.
;,, ~,, .// ; ,
,.--' ',,, ---., .,.-v
',, ",, .,."" \\ / 45.0 °
',,..,, ,.,--' ~. , - . ~ \' ,., ~.-"-..,-. --
\ '., ~,. .\ ,- . . kco. .-, .., /
\ .'~-,. - / - . .
:%~.,,' / " ,. .\ \.-...j./
.. ~.-.~;,..,..,,,. \.
~ ,,,,,,, /
\'\' ~-"' -- -, / i \ '\
'*i!78,.~, ,,' / i \\ '~.. ,!,~!',,/
' .,,,\-. .///~ 2 \ \' ' / '/ ....'
" ......-:.'~-..--~.-.:-~.,.i .............
' "'. "~;.-; ::::::::""::~:2'f!L~
~ - MaQc/oor
1. Concrete encase below Pier Cap. Refer to Dwg. 402- B.
13.85° - 6'-6 1/8"
13.25° - 6'-2 3/4"
13.82° - 6' - 6'
16.36° - 7'-8 1/4'
Drawing References:
· S3 - A2 - Drilled Piers #4, 5, 6, 7, 8, 15, 16, 17, 18, 19 Concrete / Reinforcing Steel Details
· S3-A3 - Drilled Piers #1, 3, 9, 11, 12, 14, 20, 22 Concrete / Reinforcing Steel Details
· S3-A4 - Drilled Piers #2, 10, 13, 21 Concrete / Reinforcing Steel Details
· 401 - Mechanical Layout - Plan
Rev. Date
COPPELL, TX - # 802
LANDMARK
Date
AIIoc.
DRILLED PIERS / PIER CAP
PLAN
05 / 98 Dwn. CADD
Chk, S3 - A1
NOTES:
3' - 6" wide x 3' - 6" deep
523.50 Pier Cap "~
·
._o
520.00
i
· r,, ·
1. If sandstone is encounted above or below El. 473.00,
adjust total pier length to suit.
Extend pier minimum 32'-0' from top of sandstone.
2. Bar P703 is fabricated 3'-6" longer than theoretical length for
potential pier extention (based on top of sandstone @ El. 473.00 )
3. Pier out of plumb tollerance is 1.5 % of total length.
Bar P1002
473.00 +_
Sandstone
( Note 1 )
Material Sl~ecification (Pier)
· Concrete - 4200 psi ( 28 day compresive strength )
· Reinforcing Steel - ASTM A615 Gr. 60 - deformed bars
$""~B
4 6 - P1002 @ 60°
e~.~..-~72 pc's.- P301 @ 14'
2 additional pc's - P301
.~--/""at splice location ( typ. )
·
= P1002
·
·
4 P703
- 6 ' P703 @ 60°
6 ' P703 @ 60°
30' 6 Pier
i ~P1002
P301
Pier Cap~ I
( above )
Section B
P703
'~P301
Section C
160o
@ 60°
441.00
( Note 1 )
Pier Terminate
( Note 1 )
Date
COPPELL, TX - # 802
LANDMARK
DRILLED PIERS #4, 5, 6, 7, 8, 15, 16, 17, 18, 19
CONCRETE/REINFORCING STEEL DETAILS
Date 05 / 98 Dwn. CADD
ChW S3 - A2
NOTES:
3' - 6" wide x 3' - 6" deep
523.50 Pier Cap
,.
·
.o_
520.00
498.00
Bar P1002
473.00 ±
Sandstone
( Note 1 )
1. If sandstone is encounted above or below El. 473.00,
adjust total pier length to suit.
Extend pier minimum 32'-0" from top of sandstone.
2. Bar P703 is fabricated 2'-6" longer than theoretical length for
potential pier extention (based on top of sandstone @ El. 473.00 )
3. Pier out of plumb tollerance is 1.5 % of total length.
Material Specification ( Pier )
· Concrete - 4200 psi ( 28 day compresive strength )
· Reinforcing Steel - ASTM A615 Gr. 60 - deformed bars
= 6 - P1002 @ 60°
~ 74 pc's. - P301 @ 14'
· -,.,,.::.: ,
2 additional pc's - P301
'at splice location ( typ. )
P1002
- P703
- 6 ' P703 @ 60°
.
- 6 ' P703 @ 60~
30' ~ Pier
i P1002
i~P301
Pier Cap~ I
( above )
O 60°
Section B
P703 @ 60°
P301
Section C
439.3:)
( Note 1 )
Pier Terminate
( Note 1 )
Rev. Date
COPPELL, TX - # 802
LANDMARK
DRILLED PIERS #1, 3, 9, 11, 12, 14, 20, 22
CONCRETE/REINFORCING STEEL DETAILS
Date 05 / 98 Dwn. CADD
Ch~<. S3 - A3
Rev,
NOTES:
3' - 6" wide x 3' - 6" deep
523.50 Pier Cap
._o
520.00
1. If sandstone is encounted above or below El. 473.00,
adjust total pier length to suit.
Extend pier minimum 32'-0" from top of sandstone.
2. Bar P703 is fabricated 1'-6" longer than theoretical length for
potential pier extention (based on top of sandstone @ El. 473.00 )
3. Pier out of plumb tollerance is 1.5 % of total length.
498.00
Bar P1002
473.00 +
Sandstone
( Note I )
Material Specification (Pier)
· Concrete - 4200 psi ( 28 day compresive strength )
· Reinforcing Steel - ASTM A615 Gr. 60 - deformed bars
·~B
6 - P1002 @ 60°
Z...----75 pc's. - P301 @ 14"
additional pc's - P301
splice location ( typ. )
P1002
- 6 - P703 @ 60°
·
·
· ~::::"
= 6 - P703 @ 60°
30' O Pier
:~P1002
P301
Pier Cap~ I
( above )
Section B
' '~ P301
Section C
600
@ 60°
437.00
( Note 1 )
Pier Terminate
( Note 1 )
Date
COPPELL, TX - # 802
LANDMARK
DRILLED PIERS ~2, 10, 13, 21
CONCRETE / REINFORCING STEEL DETAILS
Date 05 / 98 Own. CADD
Chk. S3 - A4
LENGTH
MAT'L
PIERS
P301 1516 3 7.78 T3
P1002 132 10 25.00 STR
P703 264 7 35.00 STR
GRADE- 60 KSI
FOR DETAILS OF TYPES
SEE TYPICAL BENDS- A-801
BAR
AI .lcl
job
COPPELL, TX - # 802
LIST -
D I E
Date
AIIoc.
IMPERIAL
I G I H I K/H2 I O
TOTAL (TONS / LBS) -
1.50 2.00
I R I WBGHT"
18.76 37~523
4,437
14,201~
18,887
REINFORCING STEEL FABRICATIOI~i
05 - 98 Dwn. Rev
DWG # S20-B
Chk. Imp P - I I 4
,)