ST1002-SP111213 Gu91 t213 41
DETAIL 1 REMOVABLE & PAINTED BY (4) -SIZE „ F" HEX HEAD BOLTS
OTHERS TO MATCH POLE COLOR bey, WITH (1) FLAT WASHER & (1) �25/
0.75" IP' LOCK WASHER PER BOLT A /0.-&A
7 GA. SHAFT 31X.19 ri I
.MIIII
"C" HOOK FOR WIRING AND sili 4.94"
DETAIL 2 HIAMEIEG 0.E0" N, 3 GA. SHAFT 44X 25 � `���
DIAMETER COMMERCIAL ^ /
GRADE HOT ROLLED BAR �/�
(FITS POLE TOP DIA. 4.76" - 10.50 ") 1.00" MIN. „ .25 V
DETAIL 4 & 5 DETAIL 3
DETAIL 1 1321-PIE&FLPL -E POLE CAP "o"
1.75 " TICK
THICK
i -9.00" HANDHOLE RIM (T = SHAFT,WALL THICKNESS) 11111111 1 _ GUSSETS
FORMED FROM 6" POLE TUBE WALL r_ I POLE POLE all
y �
SCH 80 PIPE = r IN • (ASTM A53 GR.A) A" ^ T 03 (T .03) ) 5 I " TUBE � .0 THK 44X . 25 7 I pL Ip
SEE POLE AND SIGNAL ARM DATA - 0.432 HANDHOLE COVER 12 f "C 1� SEE WIND �'���-
GAUGE LE COVER SPEED ID TAG
SECTION A -A . DETAIL L:7-
2.5" HOLE IN " E'
VERIFICATION NOTES: PLATE
SEE �►i J- HOOK - 0.50" 4r,
DIA. COMMER-
POLE 1.MAST ARM MOUNTING HEIGHT MUST BE CONFIRMED PRIOR TO RELEASE FOR PRODUCTION. CIAL GRADE DETAIL 5 LF SIGNAL ARM ATTACHMENT
AND
SIGNAL 2,FINISH PROVIDED BY OTHERS. POLES AND MAST ARMS WILL BE SUPPLIED IN THE UNFINSHED _ HOT ROLLED �I SIGNAL ARM ATTACHMENT DATA
A
DATA CONDITION. CAPS, DECORATIVE BASES & HANDHOLE COVERS WILL BE SUPPLIED IN THE a lit I POLE
A GALVANIZED CONDITION WHERE APPLICABLE. j i l II '56 " 1L; COVER ATTACHMENT NO ° A" "B" "C" "D" "E" "F"
k LUG- 0.25 "X
18' -0" 3.N0 ILSN ARM TO BE SUPPLIED � I I k 1.00" H.R.M.S. P1 16.00" 11.00" 13.00" 8.00" 2.00" 1.25" X 4.25"
BAR
4.ANCHOR BOLTS AND ANCHOR BOLT TEMPLATES PROVIDED BY OTHERS. 0.50' s oft PLATED P2 18.00' 12.00" 15.00 9.00" 2.00" 1.25" X 4.25"
2.00" CAP SCREW P3 16.00" 11.00" 13.00" 8.00" 2.00" 1.25" X 4.25"
P4 16.00" 11.00" 13.00" 8.00" 2.00" 1.25" X 4.25"
7
DETAIL 6
DETAIL 2 SIGNAL ARM HANDHOLE
DETAIL 7
mo
_ REMOVABLE PINEAPPLE CAP POLE TUBE WALL
HANDHOLE RIM c T -.03 (T-.03)
= II FORMED FROM
11111 0.38" THICK X 44X.25
• ILII ���� 2.50" WIDE BAR ..
! ' rmi I
DETAIL 8 '� I s
f.. -.�� (�` �� r (2) - 0.25" TAMPER
II DETAIL 9(PROVIOED BY OTHERS) "»> /// COVER MTG.CLIP SECTION A -A RESISTANT STAINLESS
STEEL SCREWS
�� ABS PLASTIC
W.'
DETAIL 3 P- L - ARM CAP
w L A HANDHQLE
COVER
MATERIAL DATA MANUFACTURING NOTES WIND SPEED STN'• DIN 0.38" LETTERS
ALTHOUGH RARE, VIBRATIONS SEVERE ENOUGH TO CAUSE
DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL 27.00" WIRING ACCESS ALL
HOLE
MIN. YIELD 1. OUTSIDE EDGES OF BASE PLATES AND TYPES. BECAUSE THEY ARE INFLUENCED BY MANY 0.63"
PLATE X 3.00" STEEL ID
COMPONENT ASTM DESIGNATION CUT IN TUBE W
(KSI) SIGNAL ARM CONNECTING PLATES TO INTERACTING VARIABLES, VIBRATIONS ARE GENERALLY .
BE CHAMFERED APPROX. 0.06" UNPREDICTABLE. THE USER'S MAINTENANCE PROGRAM NOTE: BEHIND RIM AS
TAPERED TUBES A595 GR.A 55 SHOULD INCLUDE OBSERVATION FOR EXCESSIVE VIBRATION • 0 MPH H TERMINAL STRIPS / SHOWN
AND EXAMINATION FOR ANY STRUCTURAL DAMAGE OR BOLT S EAL & PROVISIONS FOR
POLE BASE A36 36 2. EDGES OF SIGNAL ARM HANDHOLES TO LOOSENING. THE VALMONT WARRANTY SPECIFICALLY
SIGNAL ARM ATTACHMENT A36 36 BE CHAMFERED APPROX. 0.06" EXCLUDES FATIGUE FAILURE OR SIMILAR PHENOMENA 13 WEL❑ GROUNDING ARE
SUPPLIED WITH
SIGNAL ARM CONNECTING BOLTS A325 RESULTING FROM INDUCED VIBRATION, HARMONIC 6.25"
HARDWARE KIT.
ANCHOR BOLTS F1554 GR.55 55 3. PLATES OVER 0.50" THICK TO MEET OSCILLATION OR RESONANCE ASSOCIATED WITH MOVEMENT
OF AIR CURRENTS AROUND THE PRODUCT. BASE PLATE OR SIGNAL
ANCHOR BOLT TEMPLATES A36 36 ASTM A673 & A370 15 FT.-LBS @ ARM ATTACHMENT PLATE
GALVANIZING Al23 & 4153 40 °F CHARPY REQUIREMENTS
ANCHOR BOLTS & TEMPLATES SUPPLIED BY OTHERS VIBRATION DISCLAIMER DETAIL 4 WIND SPEED ID TAG DETAIL 6 BASE HANDHOLE
POLE AND SIGNAL AR'I DATA
NOM. POLE TUBE POLE BASE ANCHOR BOLT SIGNAL ARM TUBE
POLE ARM FOUNDATION RISE
QTY GAUGE BOLT THREAD THREAD NOM. FIXED GAUGE FREE
NO. LENGTH BASE LENGTH TOP SQUARE THK. SLOT DIA. LENGTH TYPE (FT)
OR
CIRCLE LENGTH LENGTH ARM END OR END
(FT) DIA. DIA. "S' „ "M "Z" "K" "J'
(IN) (FT) (I N) THK. (IN) Y' (I N) (I N) (IM (I N) "U" "W" LENGTH DIA. THICK DIA.
(IN) (IN) (IN) (IN) (FT) (IN) (IN) (IN)
P1 32.00 1 12.50 24.00 9.14 7 18.00 17.00_ 1.50 1.75 X 3.50 1.50 40.00 6.00 2.00 30 -4 32 9.00 7 4.52 2.08
P2 40.00 1 12.00 24.00 8.64 3 20.00 19.00 1.75 2.00 X 4.00 1.75 46.00 7.00 2.25 36 -4 40 9.50 3 3.90 2.67
P3 32.00 1 12.50 24.00 9.14 7 18.00 17.00 1.50 1.75 X 3.50 1.50 40.00 6.00 2.00 30 -4 32 9.00 7 4.52 2.08
P4 32.00 1 12.50 24.00 9.14 7 18.00 17.00 1.50 1.75 X 3.50 1.50 40.00 6.00 2.00 30 -A 32 9.00 7 4.52 2.08
, SOLO TD: STRUCTURAL & STEEL PRODUCTS UOB ORDER NUMBER: 163171 -PS
CITY DF COPPELL, TEXAS VALMONT INDUSTRIES, INC. RESERVES wa il
SHIP TO, SABRE GALVANIZING THE RIGHT TO INSTALL VARIOUS, PAGE NUMBER: 1 OF 2
P.D. #: 243290 OLD TOWN COPPELL / PROJECT# ST10 -12 ENGINEER APPROVED, MATERIAL HANGING DRAWING NUMBER REV
- RBC2 11/21/11 RBC2 11/21/11 - - AGENT: STRUCTURAL & STEEL PRODUCTS TITLE ACCOMMODATIONS TO FACILITATE THE Valley,NE 68064
REV DRAWN BY -DATE CHECK BY-DATE DESCRIPTION TRAFFIC SIGNAL STRUCTURES MANUFACTURING PROCESS. (402) 359 -2201 TX 163 171 P 1
NOTE:
ALL ANGLES MEASURED CLOCKWISE FROM
HANDHOLE AS VIEWED FROM SMALL END OF
111111
POLE.
..
J,�,
!L A ILLLL ,�
4. 3 GA. SHAFT , j q_SIGNAL ARM
.44X
I 1
�I
7 GA. SHAFT 31X.19 V -
180°
39.00 ∎1111
1 ;I n: MO
El( .m._, L , , SEE WIND SPEED ID
41
TUBE
THK. TAG DETAIL 4
gANCHOR BOLT 45° BASE HANDHOLE
Y � �� I HOLE UPPER HANDHOLE
wail „S.,
POLE BASE DIA.
+0.06" 71
027.00" -I 3.00" RADIUS
"Z"
DETAIL 7 HN27AC DECORATIVE BASE DETAIL 8 HN27AC POLE BASE RADIAL INDEX
(4)- ANCHOR BOLTS WITH (2) "K" F "U"
HEX NUTS, (2) WASHERS AND (1)
LOCKWASHER PER BOLT WITH
UPPER END GALVANIZED AT LEAST
12 ".
0.25"
[(TYP.)
(4) HEX NUTS TACK I
WELDED TD BOTTOM
TEMPLATE
2X "K"
NOTE: SUPPLIED
BY OTHERS
ifi
"Y" BOLT CIRCLE
DETAIL 9 ANCHOR BOLT ASSEMBLY
j(113 CITY NUMBER: 163171 -P1
CITY DF COPPELL, TEXAS VALMONT INDUSTRIES, INC. RESERVES
THE RIGHT TO INSTALL VARIOUS, PAGE NUMBER: 2 OF 2
OLD TOWN COPPELL / PROJECT# ST10-12 ENGINEER APPROVED, MATERIAL HANGING valmont DRAWING NUMBER Rev
TITLE ACCOMMODATIDNS TO FACILITATE THE Va11ey,NE 68064
TRAFFIC SIGNAL STRUCTURES MANUFACTURING PROCESS. (402) 359 -2201 TX 163171 P 1
JRJ PAVING, LP Submittal
1805 Royal Lane. Ste 107 Transmittal
Dallas. TX 75229
Phone: (214) 466-8340
Fax: (214) 466-8352
TO: City of Coppell
255 Parkway Blvd Date: 12/13/2011
Coppell, TX 75019 Project # 11104 - Old Town Coppell/Bethel Rd Imp
Submittal # 7
Attn: Keith Marvin
Re: Traffic Signal Old Town
We are sending you the following: C Attached ❑ Under Separate Cover
Via: ❑ 1 Class Mail 0 Overnight ❑ Facsimile ❑ Pick -Up /Hand Deliver
Copies Spec No. Description
6 Traffic Signal: FedEx Tracking # 38758 9797 2400
Remarks: US ,4-c o r� � S / 4/d / „� c„ l L
//ced /w- �Sw,•�o��.
Received By: Date //C ( t�
Signed:
Title: fr
Copy to:
❑ Recipient's Copy
❑ Sign & Return
❑ File Copy