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ADLS SUBMITTAL FORTHE
WESTON POINTE PROFESSIONAL CENTER
Docket: 06090039 DP/ADLS
u.s. 421 NORTH
CARMEL, INDIANA
DEVELDPER:
WILLIAMS REALTY GROUP
9830 Bauer Drive
Indianal"'1is, Indiana 46280
Phone: (317) 574-5480
Contac:l: Ron Ben
CIVIL ENGINEER:
C.~ 2.,SDlreaors_Sle.E
Indlan.polll,tn 46241
U 317-244-1968
. FAX-244-1969
Contact: Aaron Hurt
Civil Designs
ARCHITECT:
Desi2n Plan, Inc.
9830 ll8uer Drive
Indiana lis, Indiana 46280
Phone: In 7) 289-8007
Contact: George Small
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DATE:
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10/27/2006
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Civil Designs
241501rectorsRolll SclI..E
IndlanapoRs,ln 46241
J17~244-196I
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SITE DATA:
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BUlLDING~TA:
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PRCPOSEDPARKItGIMTA:
I1AIIDMD PMDIG _ 17 SPACES (t" . 20")
IWIOICAP PARDI(; 4 SPACES
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8920 CORPORATION OR.
INDIANAPOLIS, IN 46256
Office 317.842.8664
Fax 317.842.3015
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INDIANAPOLIS, INDIANA
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Weston Pointe Retail Center
Plan Commission - originally approved site plan
AUGUST 16, 2005
Williams Realty Group
9830 Bauer Drive
Indianapolis, Indiana 46280
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Civil Designs
2415 Dir('(tors Row, Suite E
Indianapolis, Indiana 46241
317-244-1968
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9830 Bauer Drive
Indianapolis, Indiana 46280
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Civil Desig ns
2415 Directors Row, Suite E
Indianapolis, Indiana 46241
317-244-1968
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PROJECT WESTON POINTE
Design 123-20/25
EIXTURE TYPE P1 SINGLE ARM MOUNT
CATALOG NUMBER 123-25-VR-MH400-CL-DB-VOL T-SA-HSS
DISTRIBUTIONS
TYPE va Rectangular Symme1ril:aIjvert.laI!Ipi
TYPE F FoIWanf TlIrow llbiz. Lampl
TYPE v Symmetricai (Vert. Lampl
TYPE VS Square jVerticallamp)
TYPE 3 Asymmetril:aI (Hofiz. Lamp)
ORDERING EXAMPlE 123-25-VR-HPS-4m-Cl-1&1~
DESIGN
123-20
lIPS
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7llfI00fI50
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VR 750
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3 2l'ilI'I'fW
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3 (00
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123-25
OPTIONAL CHOICES
ELECIRI'CAL OPTIONS 0P'rlCAL OPTIONS
IFll Sii1!lI8 Fllsing 17fNf07iV lX IlltnlIaIIlesiSlantSbielll
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SPECIFICATIONS
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~OUSlrotG Eadt Desip ~23~. reimlbn:ellhllusillg sllalli be ~ oflreally..g;ltlge SfltJlt alUmimmt
It1e fixllJle sIlall be CIUl & \iIIL liSll!lI'5uiIllIJte for wet I~.
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LENS A!lll GASKET rl'fG The flat or ClIIM!lfttJermal: anO sIlodi,resiS1illI1t glass I_shall: be ~1ll11J& lenafimllll'lith emzded btiI'J! l!D'Yii~
tape Sl!lllaI1l Sl!l.'lJredi with __ clips. .. fimIll sIlalE be gasl!etedi1ll1lJ& IlQusinp intemaJ! reinfolcement ring
wilh siTIclllle f~ il'amln gaskelfng
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2} '\Yfle F - forwarlIlhRllll diSllibulionl: $l'lP V - symmelliCat distributioo;, 4}i Tp 3 - asymmetril:al disll'iD~
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BALLAST All CWA !JaIlil5\$ (ii- t\1% 10 - t6% ramp power I'lfglIlatllJr;r~ sIlall be tr.lJ mlJWIt'ed1l11ld! sappliecl wi\lii Q!ilidHliSGllnnet:ls.
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iron pI\G9pI1afe priming stap for~ ClllI\Ing adI1esiam. This pl!llmIS IlIeel$ or eJCeelIa all ASTM leSllng teqlJilalnenlS,
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OJ"EIISIONS
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EFFECTIVE PltOJIECTED AREA tEPA.
Bllla!llZlF 2Ql" 21>'
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11.W' ~4lJi_ UiXlllres 2.1msq;.fIt.(~ 4l.11sq;,1Il(,38M1))
311illtlteS :l1llisq;fI! (~ 4l.6sq;fl(A'4\.,>>
4I1liXlllres 4\48sq;. lit ~43Ml')) &.Ai sq;, ft.,(.6I~
WEIGHT
2lI!' 35111si.t6$! II\iSlJ
2S' 591~16111\iSlJ
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Product Specifications 08210,08220
valmont~
POLES
ANCII61I BOLTS
Anchor Bolts are fabricated from
carbon steet bar conforming to AASHTO
M314 Grade-55 or ASTM F1554
Grade-55. Bolts have an "L" bend on
one end and are galvanized a minimum
of 12 inches on the threaded end. Four
anchor bolts are provided per pole.
Each anchor bolt is fumished with two
h~x nuts and two flat washers.
ANCHOR BASE
The anchor base (base plate) is
fabricated from structural quality hot
rolled carbon steel plate conforming to
ASTM A3Ei. The base plate telescopes
the pole shaft and is circumferentially
welded top and bottom. Please refer
to the charted bolt circles and detail
drawings to detennine the type of hole
or slot accommodation made for the
anchor bolt.
POI.E SIIJIfT
The pole shaft confonns to ASTM
A595 Grade-A and is supplied in 11
gauge (0.1196") . 10 gauge (0.1345")
7 gauge (0.1793") 5 gauge (0.2092")
or 3 gauge (0.2391") thickness. The
pole can be either one-piece or two
piece construction, with a full length
longitudinal high frequency electric
resistance weld. The OS21 0 series is
round in cross-section having a uniform
taper of approximately 0.14 inches per
foot of length. The -oS220 series shaft
is square in cross section having flat
sides, radiused comers and a uniform
taper of approximately 0.11 inches per
foot of length.
IIJWDIfDI.E
The reinforcing handhole rim
consists of either a nominal 3" x 5"
rectangular shaped tubing or 4" x 6.5"
oval shaped pipe material. The 3" x 5"
handhole is provided with a steel
attachment bar, steel cover, and one
round head machine screw. The 4" x
6.5" handhole includes two tabs for
mounting a steel cover with hex head
attachment screws. Both handhole
types are welded in the pole shaft and
are located 1'-6" above the base.
ElEC'IllICJU. 6IIDIJND
A nut holder is provided near the
handhole and includes a .5".13UNC
hex head bolt and nut.
NUT COIIEIIS (STIINDARDJ
Nut covers for anchor bolts are
zinc die cast. Each cover is fastened
to the shaft by a 0.25" stainless steel,
self-tapping, hex head screw. Nut covers
are a standard component for the OS21 0
series and are NOT available for the
DS220 series.
RIU BASE ctWEIl tl1PllDNALJ
The optional full base cover is
fabricated from ABS plastic. Valmont
reserves the right to provide a steel
assembly on some applications
depending upon the finish requirement
and/or pole shaft base diameter. Both
steel and plastic covers are a two-piece
assembly secured together with two
fasteners. A full base cover is a standard
component on the OS220 series.
POLE TOP TENON (STANDARD}
Pole top tenons are fabricated from
structural quality hot rolled carbon
steel with a guaranteed minimum yield
strength of 30,000 psi. A pole top plate
and tenon of weldable grade hot rolled
commercial quality carbon steel is
circumferentially welded to the top of
the pole shaft. This plate provides an
Intemal weather resistant wiring race-
way into the pole top tenon. Standard
sizes are either 2:38" 0.0. x 4"
long (P2) or 4" 0.0. x 6" long (P4)
steel tubing. See page 1 for other
available sizes.
POLE TOP CAP (DPrlONJUJ
A removable cap is available as an
option to be used in conjunction with
drilled shafts for direct luminaire arm
attachment.
..
STANDAIIlJ fINISH
Standard finishes available are
galvanize, prime coat (powder), and
finish coat (powder). For information
regarding the scope and application of
these coatings please refer to page 2.
FASTENING HJlBDWJIIIE
All structural fasteners are galva-
nized high strength carbon steel. All
fasteners are galvanized or zinc plated
carbon steel or stainless steel.
29
DESISH
The standards shown in this sec-
tion are deSigned to withstand dead
loads and theoretical dynamic loads
developed by variable wind speeds,
as charted, with an appropriate gust
factor under the following conditions:
The luminaire(s) and/or mounting
bracket(s) center of gravity, or centroid,
is assumed to be located a maximum of
2'.6" above the pole top. For purposes
of design, effective projected area
(EPA) is considered to be the product
of the actual projected area and the
drag coefficient.
The listed weights include lumi-
naire(s) and/or mounting bracket(s)
and are based on a weight to EPA
ratio of 25 pounds per square foot.
The wind velocities are based on
10 mph increments from 80 mph
through 100 mph (reference wind
map). Standards to be located in
areas of .known abnonnal conditions
require special consideration. For
example: coastal areas, airports, and
areas of special winds such.as the
Chinook type along the eastern slope
of the Rocky Mountains.
Standards are designed for ground
mounted applications. Standards
mounted on structures, such as bridges
and buildings, also necessitate special
consideration requiring Valmonfs
recommendation.
Height correction factors and drag
coefficients are applied to the entire
structure. An appropriate safety factor
is maintained based on the minimum
yield strength. of the material incorpo-
rated in the standard. Secondary
moments are considered on all designs.
Maximum weight and EPA values
for OS220 products are determined by
analyzing stress from two wind directions
as shown. Due to the increased area and
reduced section properties, stress levels
across the points generally control the
allowable loads.
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SOMPH OOMPH 1 OOMPH
Nominal Shaft Pole Base AnchorBoJts wl1.3 Gust w/1.3 Gust w/t3 Gust
Mounting Base Top WaD SInJCt. Bolt Cirde Max. Max. Max. Max. Max. Max.
Height Designation 0.0. 0.0. Thk. Weight Dia :I: Square Thk. Dia. x LngIh. x Hk. EPA Weight EPA Weight EPA Weight
(It) Number ~n) (in) (ga) (lbs) Qn) ~n} (in) On) Qn) {ff} (Ibs) {ff} Obs} (If) Obs)
20 "590A20D-P2 5.9 3.1 11 140 9.0 .5 10.00 0.88 1.00x36 x4 19.3 482 15.1 3n 12.2 305
650A20D-P2 6.5 3.7 11 160 9.5 .5 10.50 0.88 1.00x36 x4 24.2 605 19.3 482 15.6 390
I r590A25D-PL 5.9 2.4 11 155 9.0 .5 10.00 0.88 1.00x36 x4 12.5 312 9.9 247 .8.0 200
25 700A25D-P2 7.0 3.5 11 200 10.0 .5 10.88 0.88 1.00 x 36 x 4 20.3 507 16.2 4UO 13.1 'St.!
7ooE250-P2 7.0 3.5 7 280 10.0 .5 10.88 1.00 1.00 x 36 X 4 30.5 760 24.0 625 19.8 495
660A30D-PL 6.6 2.4 11 200 9.5 .5 10.50 0.88 1.00 x 36 X 4 11.7 292 9.3 232 7.5 187
30 BOOA300-P2 8.0 3.8 11 265 11.0 .5 11.50 0.88 1.00 x 36 X 4 18.9 473 14.9 373 12.0 300
800E300-P2 8.0 3.8 7 380 11.0 .5 11.50 1.25 1.25x42x6 33.5 838 27.0 675 2.2.0 550
730A350-PL 7.3 2.4 11 250 10.5 .5 11.25 0.88 1.00x36 X 4 11.2 280 8.9 222 7.1 ln
35 850A350.P2 8.5 3.6 11 315 11.5 .5 12.00 1.00 1.00 x 36 X 4 18.9 472 15.1 3n 12.2 305
950A350.P2 9.5 4.6 . 11 370 13.0 .5 13.00 1.00 1.00 x 36 x 4 23.2 580 18.2 455 14.5 363
782A389-PL 7.8 2.4 11 285 11.0 .5 11.50 0.88 1.00 X 36 X 4 10.7 267 8.5 212 6.6 165
39 900A389-P2 9.0 3.6 11 355 12.5 .5 12.38 1.00 1.00 x 36 x4 17.2 430 13.5 338 10.8 270
900E389-P2 9.0 3.6 7 515 12.5 .5 12.38 1.25 1.25x42x6 28.5 715 23.0 575 19.0 475
45 TooA450.P2 10.0 3.7 11 450 13.5 .5 14.00 1.00 1.00x36x4 17.4 435 13.5 338 10.6 265
TooE450-P2 10.0 3.7 7 650 13.5 .5 14.00 1.25 1.25x42x6 28.5 715 23.0 575 19.0 475
EooE450.P4 11.0 4.7 7 780 15.0 .5 16.50 1.50 1.25x42x6 35.7 893 28.0 700 22.3 558
TooA500.P2 10.0 3.0 11 475 13.5 .5 14.00 1.00 1.00 X 36 X 4 13.2 330 10.6 265 8.3 208
TOOE500-P2 10.0 3.0 7 680 13.5 .5 14.00 1.25 1.25x42x6 20.5 512 16.5 412 13.6 340
50 EooESOO-P4 11.0 4.0 7 812 15.0 .5 16.50 1.50 1.25x42x6 29.9 748 23.5 588 18.6 465
HOOE500.P4 13.0 6.0 7 1020 17.0 NlA 18.00 1.50 1.50x54x6 50.4 1260 39.7 992 31.4 785
HOOJ5DO-P4 13.0 6.0 3 1335 17.5 NlA 18.50 1.75 1.75x84x6 69.2 1730 55.0 1375 44.2 1105
EOOE55D-P4 11.0 3.5 7&11 890 15.0 .5 16.50 1.50 1.25x42x6 21.6 540 17.7 442 14.7 367
55 WOOE55D-P4 12.0 4.5 7 & 11 975 16.0 NlA 17.00 1.50 1.50x54x6 32.2 805 25.9 805 21.1 527
W50455D-P4 12.5 5.2 5&7 .1225 16.5 NlA 17.50 1.50 1.50x54x6 43.8 1095 35.0 875 28.6 715
WOOE600.P4 12.0 4.0 7&7 1060 16.0 NlA 17.00 1.50 1.50x54x6 25.9 547 20.7 517 16.8 420
60 HooE6llO-P4 13.0 4.8 7 & 11 1075 17.0 NlA 18.00 1.50 1.50 x 54x6 30.1 752 24.5 612 20.2 505
W504600-P4 12.5 4.5 5&7 1275 16.5 NlA 17.50 1.50 1.50 X 54 x 6 34.0 850 27.6 690 22.6 565
65 HooE650-P4 13.0 4.3 7&7 1200 17.0 NlA 18.00 1.50 1.50x54x6 27.3 682 22.0 550 17.9 447
HOO465O-P4 13.0 4.3 5&7 1400 17.0 NlA 18.00 1.50 1.50x54x6 30.8 770 24.8 620 20.4 510
70 HOOE7oo-P4 13.0 3.6 7&7 1270 17.0 NlA 18.00 1.50 1.50 X 54 x 6 20.6 515 16.1 417 13.7 342
H0047oo.P4 13.0 3.6 5&7 1440 17.0 NlA 18.00 1.50 1.50x54x6 23.6 590 19.2 480 15.8 395
D5210 NOTES:
1. ""S" x 5" nominal handhole. all others 4" x 6.5" nominal.
2. Structure weight is a nominal value which includes the pole shaft and base plate only.
3. Designs showing two shaft gauges indicates structure is provided as a two-pieee. field assembled. unit. Heavier gauge is the bottom section.
4. Maximum weight and EPA values are based on top mounted luminaires and/or brackets having a centroid 2'-6" above the nominal mounting height
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08210 Round Tapered
valmont '3I(f
POLES
POLE TOP CI>P
SECURED WITH
3 SET SCREWS
POLE SHAFT
. POLE MAY BE
DRIUED TO
ACCEPT SIDE
MOUNTED
FlxruRE IF
REQUIRED.
CAP DETAIL
1
LENGTH
L-
ROUND POLE PLATE
W/WIRE ENTRANCE
HOLE (DEBURREO)
DESIGN
NUMBER
P2
P4
PL
0.0.
(in)
2.375
4.000
2.400
PIPE SIZE
2.Cf' SCHEO 80
3.S' SCHED 40
POLE TOP
LENGTH
(In)
-4
6
N.A.
TENON DETAIL STANDARD
'\
BOLT
CIRCLE
POLE BASE DETAIL
MOUNllNG
HEIGHT
..
REINFORCED
HANDHOLE W/COVER
AND GROUNDING
4 - ANCHOR BOLTS
wmI THRFAOED END
GALVANIZED t'l' MIN.
EACH BOLT FURNISHED
WITH 2 HEX NUTS AND
2 FlATWASHERS.
31
DS210 POLE DETAIL