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CITY OF CARMEL
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PROJECT NO . 14 02
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OWNER a�
CITY OF CARMEL
ONE CIVIC SQUARE
116th STREET AND TOWNE ROAD CARMEL, INDIANA 46032
(317) 571 -2400 Z
TOPOGRAPHIC SURVEY BY:
AMERICAN STRUCTUREPOINTE, INC.
HTING IMPROVEMENTS 7260 SHADELAND STATION
INTERSECTION STREET LIG INDIANAPOLIS, IN 46256
(317) 547-5580
CONTACT: CRAIG PARKS
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CALL 2 WORKING DAYS BEFORE YOU DIG
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PER INDIANA STATE LAW IS-69-1991.
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WITHOUT ANOTIFYING THE UNDERGROUND
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PROJECT LOCA11ON
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19700381
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INDIANA DEPARTMENT OF TRANSPORTATION STATE OF
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STANDARD SPECIFICATIONS DATED 2014, INDOT
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NOT TO SCALE amo
1-30-14
CERTIFIED BY: DATE
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PROJECT LETTING DATE : 02 - 19 - 2014 DESIGNED: LS CHECKED: LS
DRAWN: LMC CHECKED: TEN N
APPROVED BY:
BOARD OF PUBLIC WORKS AND SAFETY Q
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JAMES BRAINARD, MAYOR _ CHAIRMAN FINAL Fm-
MARY ANNE BURKE - MEMBER V
CO NSTR U CTI 0 N
LORI WATSON - MEMBER 3
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'' NO. DATE REVISIONS BY APPR.
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PROPOSED LEGEND GENERAL NOTES CONTRACTOR TO FIELD VERIFY AND MAINTAIN A HORIZONTAL SCALE BRIDGE FILE
1. RECONO(PON AND RESTORE ALL AREAS MINIMUM 7 ft. OF CLEARANCE FROM PROPOSED CITY OF CARMEL
4-1/c No. 4 COPPER IN 2" GALVANIZED STEEL CONDUIT DISTURBED BY CONSTRUCTION ACTIVITIES. STREET LIGHTS AND EXISTING OVERHEAD A, Gj STE CECOMMENDED 1"=20' NA
2. NO PAVEMENT TO BE DISTURBED OR ELECTRIC LINE. 0 COMN �1' 110, 1 -30-14 INTERSECTION STREET LIGHTING
4-1/c No. 4 COPPER IN PLASTIC DUCT EXCAVATED BY THIS PROJECT. ANY 1�1 00 OR APPROVAL VERTICAL SCALE DESIGNATION
STREET LIGHT ASSEMBLY PAVEMENT DAMAGES AS A RESULT OF ANY 19700381 DESIC DATE IMPROVEMENTS NA
WORK ASSOCIATED WITH THIS PROJECT
HANDHOLE SHALL BE REPAIRED AT CONTRACTOR'S DESIGNED: LS DRAWN: LIVIC SURVEY BOOK SHEETS
CONTROLLER CABINET AND FOUNDATION, PI, MODIFIED APPROVED BY THE OWNER. /'y ilmk 116th AND TOWNE ROAD CONTRACT PROJECT
Transportation& /ONAL CHECKED: LS CHECKED: TEN
I Development Consultants 1 14-02
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CAST BASE SPECIFICATIONS
STYLE: WASHINGTON
HEIGHT: 28"
ACCESS BASE: 24°DIAMETER CISLIP BASE WRAP BASE
MATERIAL: OCAST ALUMINUM ALLOY SR31 `PER A.S.TM.B26-95
DOOR CAST IRON PER A S T.M.A48-83 CLASS 30 -- C 1 A%;C
❑CAST DUCTILE IRON PER A536-84 GRADE 65-45-12
FINISH: PRIME PAINTTHEN FINISH SHERWIN WILLIAMS ACROLON-PLEASE ADVISE COLOR`
28" ACCESS DOOR: LOCATED IN BASE SECURED WITH TAMPER PROOF HEX SOCKET SECURITY MACHINE SCREWS
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Spr117g C%�lE16 trIQ91Mf . 00,
HALL AND MAIN STREETS--P.O.BOX 19-SPRING CITY,PA,19475
PHONE(610)948-4000 FAX(610)945577
�- 24"DIA. I E-mail ADDRESS:sales @springclty.com
DESCRIPTION SBWA24 POF`
This drawing is property of Spring City Elect. Mfg. and Is Issued to the
recipient with the understanding that It shall not be copied, duplicated, passed
on to unauthorized parties, nor used for any purpose other than that for which
It Is specifically furnished except with Spring City's written perrdsslon.
4.4724 FROM C/L OF POST TO
C/L OF LUMINAIRE
"P" SIZE CABINET WITH VENTS
FINISH AND COLOR TO MATCH LIGHT
POLES 0
ELECTRICAL POWER
(/) AND CONTROL BOX
ITl SEE DETAIL 2
LIGHTING POWER
C AND CONTROL AREA
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0 IRRIGATION w LUMINAIRE SPECIFICATI❑NS
CONTROLLER 5' ❑.D. (MAX) o STYLE, COLUMBIA
O (BY OTHERS) 5'
PLATE o HEIGHTS 22 1/2'
z = WIDTHi 17 3/4'
GRADE GRADE f a. MATERIAL, CAST ALUMINUM ALLOY A.N.S.I. 356, PER A.S.T.M. B26-95
0 ' a DETERMINE ON SITE ; ' oc°o FI IS'Hi PRIME PAINT THEN FINISH SHERWIN WILLIAMS ACROLON CLASSIC BLACK
L'. •.. :' : ° COLOR TEMPERATURE, 30001(WATT
• �• 3/8-16 EIE�iT iv VOLTAGE, 120 - 277 VOLT
3/4" CONDUIT CAPPED AT ••,
D °•.,� EXTERIOR OF FOUNDATION y ': • . • .'', SECONDARY CONDUIT TO UTILITY CONNEC110N, CONFIRM kq)71l'IR EYE' � DISTRIBUTI❑Nn TYPE II (ASYMMETRIC) DISTRIBUTION
•, SIZE WITH UTILITY.
co ...�.., •� :•:' ;. .;.: :.. •: �..., .• '.' ; :. . .. � � CROSS ARM SPECIFICATI❑NS
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GFCI RECEPTACLE WITH WEATHER STYLEi NORTHAMPTON
fTl CONDUIT CAPPED 2 - 2" STEEL GALVANIZED �� PROOF COVER (NOT WEATHER PROOF HEIGHTi 3'-6'
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EXTERIOR OF FOUNDA11ON CONDUIT REQUIRED FOR LIGHTING CIRCUITS. ^ WHILE IN USE) SUPPLIED BY SPRING CITY WIDTHS 8'-0' FROM OF POST TdCL OF LUMINAIRE
0 N MATERIALi 2' SCH, 40 STEEL PIPE WITH CAST DUCTILE IRON ORNAMENTATION
FINISHi PRIME PAINT THEN FINISH SHERWIN WILLIAMS ACROLON CLASSIC BLACK
DTENON, 2' NPT PIPE NIPPLE
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LAMP POST SPECIFICATI❑NS
STYLE, WASHINGTON STEEL
SERVICE AND CONTROL CABINET DETAIL A A HEIGHT, 30'-0' EXISTING
1 NOT TO SCALE LIGHT CENTER, 31'-3 3/4'
BASE, 24' DIAMETER WRAP BASE
MATERIAL,
SHAFT, EXISTING 7.6' O.D. AT BOTTOM OF SHAFT WITH .14'/FT TAPER
BASE, 2 PIECE (WRAP AROUND) CAST IRON PER A.S.T.M. A48-83 CLASS 30
FINISH, PRIME PAINT THEN FINISH SHERWIN WILLIAMS ACROLON CLASSIC BLACK
ACCESS DOOR, LOCATED IN BASE, TO COINCIDE WITH HAND HOLE IN STEEL SHAFT,
SECURED WITH TAMPER PRA HEX SOCKET SECURITY MACHINE SCREWS
ELECTRICAL POWER AND CONTROL BOX
SIZE TO BE DETERMINED BY CONTRACTOR TEN❑Ni 2 7/8' DIA. X 6' HIGH (TO ACCEPT CROSS ARM)
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� STREET LIGHTING "oI 24" DIAMETER
O CIRCUIT BREAKERS CONTROLS
POLE
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MOUNTING £ff arm RT
BOLTS AND
CIRCUIT BREAKERS CONC. BASE WITH 1" LAYOUT PER p
n CHAMFER: PROVIDE VERY MANUFACTURERS TOP OF
0 QZ��� TO TERMINAL BLOCK HIGH QUALITY SMOOTH FINISH TEMPLATE FOUNDATION
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c) c> c) v CIRCUIT BREAKER ELEVATION ❑F ACCESS DOOR, RECEPTACLE,
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N N N N p• � & HAND HOLE
f� o FINISH GRADE TO COVER SHALL BE r
O 2#12 & #1213 ENTIRE FOUNDATION WITHIN 1" SECTION A-A
TERMINAL BLOCKS (TIMES 3) TERMINAL BLOCKS (TIMES 3) ABOVE TOP OF p� ��, N.T.S.
W CURB ELEVATION CD
O Z Z o a #6 AWG GROUND WIRE OR AS DIRECTED
X _ _ U , , o Q BY ENGINEER.
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D ° 2 0 0.3494 I.D. I_ I OF BASE t f�E1
I— O ENLARGED VIEW ° ENLARGED VIEW
OF BASE ffljW7
GROUND ROD _o Li I III ® A?1ZATfZUTE
2#12 & #1213 PROVIDE 8-#6 VERT. ° 00
TO RECEPTACLE BARS, in Spring City Electrical Mf Co,
PROVIDE #3 TIES AT 3" P 9 Y 9
20 A DUPLEX Gil RECEPTACLE t TO LANDSCAPE LIGHTING BY OTHERS REMAINDER HALL AND MAIN STREETS -P.O. BOX 19 - SPRN CITY PA 19475
O ( ) O.C. AT TOP,
2 TO LANDSCAPE LIGHTING CONTROL BY OTHERS ° PHONE (610) 948-4000 - FAX(610)948-5577 - VWSPRINGCIfY.COM
NOTES: ( ) #3 TIES AT 12 O.C. w o
30 DIA. FOR
O REFER TO TECHNICAL SPECIFICATION REGARDING ADDITIONAL DETAILS FOR O3 INSULATED MOLDED TERMINAL BLOCKS OR PUSH-IN CONDUIT AS NECESSARY FOR LIGHTING CIRCUIT. v o WASHINGTON 24'WRAP BASE(FOR EXISTING 7.6'O.D. BOTTOM
D THE CONTROL BOX. THIS DETAIL IS A MINIMUM AND THE ADDITIONAL CONNECTOR BLOCKS (IDEAL IN-SURE OR EQUAL BY 3M). I POLE TYPE A y� ¢ o " ESCRIPTI❑ 30'-0'STEEL SHAFT)AND THE NORTHAMPTON SINGLE CROSS ARM
7.6 O.D. NTH THE COLUMBIA FULL CUT-OFF LED WMINAIRE
Q D z REQUIREMENTS OF THE TECHNICAL SPECIFICATION RULE.
OF EXISTING
CUSTOMER
STEEL SHAFT
z ��L RGED DE TAIL OF ELECTRICAL POWER AND CONTROL BOX P 0 LE BASE D E TA I A J❑B CARMEL, IN
SCALE EXISTING
24" DIAMETER
SCALE DRAWN BY, DATE DRAWING
NO SCALE BASE PLATE N.T.S. B.K.R, 11-16-10 LP- /982
E. NEWo CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE
GisTE CECOMMENDEDPROVAL 1 -30-14 INTERSECTION STREET LIGHTING NA NA
VERTICAL SCALE DESIGNATION
19700381 DESIGN ENGINEER DATE IMPROVEMENTS NA
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• �` . �; o STATE OF � DESIGNED: LS DRAWN: LMC SURVEY BOOK 3 SHEETS
STATE 3
" /NDIANP MISCELLANEOUS DETAILS
Transportation& s`s/ONAL E-'� CHECKED: LS CHECKED: TEN CONTRACT PROJECT
Development Consultants 14-02