SW0801-SP110221 LETTER OF TRANSMITTAL
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DATE 2/21 / 11 JOB# 2262 -01 -01
. ATTENTION: ROGER DUPRE
HIGHWAY PRODUCTS RE: DENTON TAP SIDEWALK
CITY OF COPPELL
720 W. WINTERGREEN RD.
HUTCHINS, TEXAS 75141
Phone 972 -225 -1660
Fax 972 - 225 -6662
TO: 3D PAVING & CONTRACTING
WE ARE SENDING YOU: Ix I Attached n Under separate cover via the following terms:
X I Shop drawings X I e -mail I Plans 1 Specifications
Copy of letter ( Change Order
COPIES DATE NO. DESCRIPTION
1 2/21/11 2262 -01 -01 PR1 RAIL SHOP DRAWINGS
THESE ARE TRANSMITTED as checked below:
(X I For approval IX f Emailed ' 1 As requested
Returned for corrections 1 i Resubmit for approval I I For your use
Approved as noted I Return 1 -set of corrected prints 1 I
REMARKS
/ /
SIGNED:
JOHN CASEY
PROJECT MANAGER
---CA—_.
half —shape
END BRIDGE WALL —
BACK OF SIDEWALK
o
—r _
9' -108" 7'-11' PROPOSED RAIL ANCHOR FOOTING
_._._ — te °� —•_
.1-1= 3 I I n d� �n� .r..�_ u� 1
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4'— 4" 1 6 ' ii 10
l I O „ i - -- � :; FacE of RAIL
t 10 —0 13" __ 2
l 10' -0" 10' —O" 9'-1 1 1' -6"
J
PROPOSED PR1 RAIL LAYOUT — PLAN
2 1 /2"
1 1/4 7
7 f-
in
BACK OF SIDEWALK t
OR PEDESTAL
'-ICV 0 '
(0 f
o _ ! G.S.I. HIGHWAY PRODUCTS
720 W. WINTERGREEN RD., HUTCHINS, TEXAS 75141 (972) 225 -1660
CONTRACTOR: 3D PAVING & CONTRACTING
FACE OF RAIL
SCALE: NONE GSI #: 2262 -01 -01 DATE: 2/18/11
REVISED: CHECKED: JK DRAWN: DPD
BOLTS DENTON TAP SIDEWALK
CITY OF COPPELL, TEXAS
. ANCHOR BOLT PATTERN
PR, RAIL LAYOUT / 7
END BRIDGE WALL
BACK OF SIDEWALK
7 „ PROPOSED RAIL ANCHOR FOOTING
- --
. _ 7' —'116
fir,_ — _ -
--1-7: _ r' I
4' 4 r r 17'-1r3—" C. - p ._ yr L.- _ ._ Ira .e,,.... ,,_,, 1 _..,_......, tr
• 1 C' - I FACE OF RAIL 1
PROPOSED PR1 RAIL LAYOUT — PLAN
7 '
Al BACK OF SIDEWALK
- OR PEDESTAL
r
1 1
I 4 T G.S.I. HIGHWAY PRODUCTS
720 W. WINTERGREEN RD., HUTCHINS, TEXAS 75141 (972) 225 -1660
CONTRACTOR: 3D PAVING & CONTRACTING
=AC= - RAIL SCALE: NONE GSI #: 2262 - - DATE: 2/18/11
REVISED: CHECKED: JK DRAWN: DPD
n+, - BOLTS DENTON TAP SIDEWALK
CITY OF CORRELL, TEXAS
ANCHOR BOLT PATTERN J
PR1 RAIL LAYOUT i /
l// 7
BILLING LENGTH PR1 RAIL = 79'- 1
1
6 MITER SPLICE Ms1=1 1 1 1 ,
1
-
3" 11' - 8--" 7 4 29-1043" 4 17-8 1 7
-I- i 7
1 Q ' ,::,-, i i :,__.) c
1 2
L 1 I
4 16
-
TE 11 A 3 MITER POINT — M2 E2
------, 1 . -,
, 1 BRIDGE
1 WALL
,
_
PR) RAIL LAYOUT - ELEVATION
DENTON TAP SIDEWALK OVER CULVERT
FACING RAIL FROM DENTON TAP ROAD
i r• 0
0 Mk
NV
0
I. ID
0 -,j,
FACE OF _FACE OF
0 RAIL VOL
NV RAIL
8
E i
AV
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IN IN
G.S.I. HIGHWAY PRODUCTS
ea ors
(2)-5/8" x 10" THREADED ROD, (2)-5/8 x 10" THREADED ROD,— :.::..• • ,,
20 W. WINTERGREEN RD., HUTCHINS, TEXAS 75141 (972) 225-1660
" 1111 t -,.• X' 4 ' . ' ' '", .. •
,tDOVALK '.'.' ..
5/8" HARD WASHER & HEX NUT
111 111111
51 11
' 7 ST E ° T: i N A :1 : '.. ' ' . . ' . '
12 ROUND :: CALE: NONE
WALL 5/8" HARD WASHER & HEX NUT
_
_
,:EVISED: CONTRACTOR: 3D PAVING & CONTRACTING
R
GSI#: 2262-01-01 DATE: 2/18/11
PEDESTAL
CHECKED: JK DRAWN: DPD
& EPDXY & EPDXY
3" 7" 3"
DENTON TAP SIDEWALK
SECTION THRU
SECTION THRU CITY OF COPPELL, TEXAS
MOUNTING SECTION ON 12 INCH
MOUNTING SECTION ON SIDEWALK POUND PEDESTALS BEHIND SIDEWALK
ATOP OF RETAINING WALL 2 /
PR1 RAIL LAYOUT
11 -87 19'-61-8"
-
,,, -17
1 16 -
(1, j '`.. 1
- END CAPS
@ C----_, 1
1
:: - --- - - - - - - - -=----0 C--.., t
-Id- i _ 1E ------ -- --- - - =r_ o 1
q' MiffirliD9111, — 79,
3 9
- 7 -1- 9=
E2 ,-- 1 REQUIRED
_.
TD1 ,--- 1 REQUIRED
29'-1
‘""
-----..
1 0 ' -0" 94 „
4
-...
(3
0"
ID
G. S. I. HIGHWAY PRODUCTS
720 W. WINTERGREEN RD., HUTCHINS, TEXAS 75141 (9 225-1660
CONTRACTOR: 3D PAVING & CONTRACTING
SCALE: NONE GSI#: 2262-01-01 DATE: 2/18/11
REVISED: CHECKED: JK DRAWN: DPD
DENTON TAP SIDEWALK
CITY OF CORRELL, TEXAS
3
P61 RAIL RAIL PANELS
/ / 7
5-4 8 .
A
60'
cn G
h
F
I AC
, ��1, 52" 1 2' 34„ RAIL E OF
--kr
87°
1 7' G - "
PLAN — 2 IN PIPE MITER DETAIL
5 4 16
11^ B= 12' -3# "
—�
I A
60
�
I� ti
ACE
A L 12 -34 RAL- -- - - -a
- v S
° I - 87°
L 17'-- 71R„
PLAN — 3 IN PIPE MITER DETAIL
10' NG .,
a)
tr
M 1 RE0I! i 1 PE G.S.I. HIGHWAY PRODUCTS
720 W. WINTERGREEN RD., HUTCHINS, TEXAS 75141 (972) 225 -1660
CONTRACTOR: 3D PAVING & CONTRACTING
SCALE: NONE GSI#: 2262 - - DATE: 2/18/11
REVISED: CHECKED: JK DRAWN: DPD
DENTON TAP SIDEWALK
CITY OF COPPELL, TEXAS
PR1 RAIL RAIL PANELS 4 /
7
4
i ..--1 R13.. 5 . , A Q
' d (TYP) r 21 • ' a 6G
3„ — \
R1 w G
(TYP.) . 13/16" 0 HOLES
AN O 1/2" PLATE
1 ' 1 FACE of RAIL SPLICE DETAIL
AN- (TYP.) RAIL ONE SHOP SPLICE PER PANEL IS PERMITTED (WITH
MINIMUM 85 PERCENT PENETRATION). THE WELD
0 BASE PLATE DETAIL M SQUARE GROOVE OR SINGLE VEE GROOVE.
up 9 REQUIRED
1 -4 •
AN
up 1
O I 14"
�I 3/4 E ! f Q IL
1
MI G 2" (TOP RAIL) OR
O 3" (LOWER RAILS)
\
POST PLATE \ V SCN 4G PIPE
9 REQUIRED 0 /�
a1 �- ma x -. 3/8" PLATE
Lr_ `'� 1/4" DRIVE FIT PIN
_ OR WELD LUG
M/ -1 A, \ DRAIN HOLE
\j am,/ RAIL CAP DETAIL
/1� � 1 TOP RAIL (3 ") REQUIRED
,� 5 LOWER RAIL (2 ") REQUIRED
�
CIO SPLICE SLEEVE
:: O
2 REQUIRED 2 1/2" PIPE
10 REQUIRED 1 1/2" PIPE
1 (MITER SPLICE DETAIL SHOWN ELSEWHERE)
0 WI
O
FACE OF
Jib RAIL 10"
v 0 r A36 THREADED ROD
2 ®. 1_ ..
y Ai
O � ( 123) 5/8 x 10" A36 THREADED ROD, HARD WASHER, NUT G.S.I. HIGHWAY PRODUCTS
18 SETS REQUIRED
720 W. WINTERGREEN RD., HUTCHINS, TEXAS 75141 (972) 225 -1660
CONTRACTOR: 3D PAVING & CONTRACTING
SCALE: NONE GSI#: 2262-01-01 DATE: 2/18/11
SECTION THRU REVISED: CHECKED: JK DRAWN: DPD
SHOWING WELD DETAIL DENTON TAP SIDEWALK
CITY OF COPPELL, TEXAS
5 / PR RAIL FAB DETAILS 7
(■I 8T 8 T ii 1
N
rfHoo
60'
2 1/2" PIPE MITER AS SHOWN
1 NEEDED
8 1b..
D i 1
5•
, �16 715.,
60'
G
1 t 2" PIPE MITER AS SHOWN
5 NEEDED
N, D1
V
PLAN VIEW
D FR D D D I- D- L- D
NOTE: PLACE DRIVE PIN ON BOTTOM EACH SPLICE AS IN SPLICE DETAILS
G.S.I. HIGHWAY PRODUCTS
720 W. WINTERGREEN RD., HUTCHINS, TEXAS 75141 (972) 225 -1660
CONTRACTOR: 3D PAVING & CONTRACTING
SCALE: NONE GSI #:2262 -01 -01 DATE: 2/18/11
REVISED: CHECKED: JK DRAWN: DPD
DENTON TAP SIDEWALK
CITY OF COPPELL, TEXAS
6
PR1 RAIL 'CETAILS /
7
PR 1 RAIL
BILL OF MATERIAL
ITEM PART DESCRIPTION AMOUNT UNITS QUANTITY EXTENSION MATERIAL
1P 514.F LF 79.14
1 01207 -10 5/8" x 10' ALL THREAD ROD 1 EA 18 18 A36 OR EOUN
2 01610 5/8" FINISH NUT 1 EA 18 18 A563
3 01633 5/8" HARD WASHER 1 EA 18 18 F436
07001 -20 POWERS PE1000. 200Z EPDXY EA 2 2
8 03515 1 -1 /2" DIA PIPE SPLCES(1'-0) 1 LF 15 15 A53GRBOrA500GRB
9 03545 2 -112" DIA PIPE SPLCES(1'-4') 1,3333 LF 3 4.0001 A53GRBOrA5000R8
(INCLUDES MS) INFER SPLCE)
4 03185 3/4" z 5' FLAT (POST UPRIGM) 3.3858 LF 9 30.5625 A36
5 END CAP 3"PIPE EA 1 1
END CAP 2 "PIPE EA 5 5
10 03153 1/2" z 5" FLAT (SASE PLA1E) 0,7917 LF 9 7.1250 A36
6 03525 2 "DIA 453 PIPE % LP 493065
101.6 X 14.0781 LF 1 10.0751 OR A500055
9 X 13.0781 LF 1 13.0781
C X 12,0781 LF 1 12.0781
0 X 11.3281 LF 1 11.3291
X 10.5781 LF 1 10.5781
E2 16 .6 13/15" 19.5677 LF 5 97.8385
A3 29'- 10314" 28.1667 LF 5 140.8333
1.42C 5-5 1 /8" 5.4271 LF 5 27.1354
592-0 17.35/8" 12.3021 LF 5 61.5104
TOTAL LF 308.4592
7 09650 9" DUL PIPE % LF A59 OR B
TD1 X 15.0781 LF 1 15.0781 OR A500 GP 8
E2 19',613/16" 19,5677 LF ' 1 19.5677
A3 29 -103/4" 29.8958 LF 1 29.8958
62A 5.51/8 (INTER 801 ENDS) 5.4271 LF 1 5.4271
M2 -13 15-3 7 /16' (MITER BOTH ENDS) 12.2865 LF 1 12.2865
TOTAL LF 912552
I 1
NOTES: ALL STEEL COMPONENTS SHALL 8E GALVANIZE) AFTER FABRICATION.
BILLING LENGTH PR1 RAIL = 79.14 LF
G.S.I. HIGHWAY PRODUCTS
720 W. WINTERGREEN RD., HUTCHINS, TEXAS 75141 (972) 225 -1660
CONTRACTOR: 3D PAVING & CONTRACTING
SCALE: NONE GSI #: 2262 - - DATE: 2/18/11
REVISED: 1 CHECKED: JK DRAWN: DPO
DENTON TAP SIDEWALK
CITY OF COPPELL, TEXAS
PR1 RAIL BILL OF MATERIALS 7 / 7