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Home My WebLink About12080008.10ww - SPECIFY COLOR NOTE: ALL POLES ARE DRILLED FIXTURE TYPE: SYMBOL QUANTITY CONFIG QUANTITY MOUNTING LUMENS POLE TYPE: )K QUANTITY RSB /RCS- 250PSMH- ww- 4 -MT -HS a ❑ XX SGL 9 20' 23,000 SSP- 4117 -GL - )K)K (4 ") 9 APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO FACTORY FOR PROPER POLE SPECIFICATION AND MODEL VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS. NUMBER M w � #4 CIRCULAR TIES =1 =1 =1 0.0 =1 =1 =1 11 '' I. 11 11 I I 1 11=1 � IIEl III 11 11 11 I I -1111 a III; ' N D:� w 0 0.0 NJ N W CD _ C) - o Of w 1.4 U U NOTES: 1. THE FOOTCANDLE LEVELS AS SHOWN ARE BASED ON THE F ❑LL ❑WING CRITERIA, ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OR CHANGES TO LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT BE THE RESPONSIBILITY OF SECURITY LIGHTING, 2. THE CONTRIBUTION OF THE SOFFIT / BUILDING LIGHTING IS NOT REFLECTED ON THE DRAWING UNLESS SOFFIT / BUILDING LIGHTING IS SPECIFIED IN THE FIXTURE SCHEDULE BELOW, 3. DISTANCE BETWEEN READINGS 10' 4. FINAL ADJUSTMENTS TO AIMING ANGLE /DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS, 5. FO❑TCANDLE LEVELS SHOWN ARE MAINTAINED, MAINTENANCE FACTOR USED ON THIS DRAWING IS UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES NOTES, SCALE DATE NEXT ASSEMBLY REF. DRWGS, 1' = 20' 0' DRAWN BY MW 7/5/12 CHECKED BY APPROVED BY APPROVED BY FINISH APPROVED BY SHOP ORDER MATERIAL PROJECT NO. �4.; Performance Designed Lighting Products 1085 Johnson Dr., Buffalo Grove, Illinois 60089 POINT-BY-POINT POINTFOOTCANDLE PLOT FOR - McDONALD'S - 750 E CARMEL DR CARMEL, IN DRAWING NUMBER 1PCP26006 POLES SPECIFIED ON THIS DRAWING ARE RATED FOR •2 Z (8) f5 VERTICAL THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS LU FROM LABORATORY DATA. AN 90 MPH WIND LOAD. FOR AREAS WHERE THE WIND TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ING ENGINEERING SOCIETY LOAD CRITERIA EXCEEDS 90 MPH, PLEASE CONSULT APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO FACTORY FOR PROPER POLE SPECIFICATION AND MODEL VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS. NUMBER M w (2) 1" PVC CONDUIT CHASES 3" CLR TYF POLE BASE - PLAN VIEW NOT TO SCALE SEE LIGHT POLE BASE ON - TOP OF FOUNDATION DETAIL Z X nn 6" 1y„ N #4 CIRCULAR TIE 1Y" 1y" 1y" (8) #5 VERTICAL Of 2" REINFORCING BAR 0 3" CLR TYP POLE " CLR TYP. 3" CLR TYP NOT TO SCALE #4 CIRCULAR WITH A 21 " (N LAP SPLI •� �• 1:INI1 I V -6" LOCK STRUCTURAL PLATE WASHER (PER POLE MANUFACTL LEVELING • : oll1•L;rigll:lrljl t Z 1" DIA. ANCHOR BOLT 2" x 2" x 3/8" PLATE WASHER WITH 1 1/16" DIA. HOLE TO EMBEDDED IN FOUNDATION BOTTOM NUT FOR 1" DIA. ANCHOR BOLT LOCK NUT ANCHOR BOLT DETAIL NOT TO SCALE N /F ER OF CARMEL LLC 2010 PG. 22982 10- 31- 00 -00- 022.000 ;sic:) '•3v "bti ' 2 r'.41' 0.0 10 By NA 48376 - -- - -- - 0- 00- 021.000 245.00' ASEMENT PER __NT NO. 7349 6. 3.% 1. 1. 01 0.4 0.4 0.5 0.5 0.4 �).5 0.1 I 0 8.6 4.6 2.3 1.5 0.9 0.7 0.7 1.0 1.0 0.7 0.7 1.0 1.7 2.9 0.1 - 1, 5.7 5.E 3,8 2.0 1.3 0.9 0.9 1.3 1.8 1.6 1.1 1.2 ,I 1.7 2.9 U. i 25.b' 00. 7 2.0 3. 2.8 2.0 1.3 0.9 1.3 2.6 3.3 2.2 1.7 1.3 0.1 2,4 2.1 1.2 .9 3.8 1,31 1.4 1.4 I 0.2 �- 25.0' z o Z (D z 2.8 2- �� A 4 2. LO 1.0 0,9 00 Qw ozNl 0.2 827. J' '_. 0 ¢ a 1.2 °o EPTr io 1.0 o Z __ Ll.lz o� 0.3 -- � w ( - - -- - -- W 0 O 0 z 0,6 0.9 1 14 �1.8 o Z 3 .7 5. 2.9 1,7 L o• �a _ -- - - w� :2 F-- i J >-0 zU) �732�, 2.4 1.7 0.9 j 1,7 2.7 a LL'_ I- li 01 �0wz1 j UDWE .3 1.7 1.6 1.4 0.9 1.6 2.9 CO o ° m 0.1 COwj 1. 9 1,8 1.5 0.9 1 1 0.4 1.6 2.6 o co 0.1 Ta 4. C 2,6 1.7 0.9 i ,1 0.3 0.7 1 1.3 1.6 O 0.3 I m I I 2,8 1.6 0.9 1 0.3 0.5 1 0.8 0.9 0 0.3 i 4. 2.7 1.6 0.9 0.3 0.5 1 0.8 0.9 0.2 j Z 2.2 1.9 1.4 0.8 I 1 2 0.7 1 1.2 1.5 / 0.1 Q j 0 0. 0,9 0.8 0.5 C.3 0.4 1.6 2.5 0.0 Z McDonald's 1 ° I 0.O. 0.6 0.6 0.4 1 .6 1.0 1.6 2.9 Cf) w 0.0 n 0 0. 0.5 0,7 0.7 0.5 .8 1,2_ - 18 2:8 w 0,0 z Of 1.3 1.3 .5 4 1.4 1.7 1.9 z 25. t' w 0. �- 25.0' U o ,4 2.2 1.9 1.3 =- O .2 2 1.6 1.2 1 5, Me N w 10.1 0-10 0 CL N ° Or2 1.3 3.5 4.3 2.9 ' / 1.9 1,5 1.1 1.2 1.7 2.3 3.9 4,6 24 0.4 0 I- z o 0,0 j m Uj w ,�8 7. 7.6 4.6 2.4 1.6 1.2 1.9 3.9 6.1 9.0 .1 W rr G G ` I 95 \RSI \ \ \ \ z I- o - -. `II 0.0 0.0 ATI N BA , FOP 82'_-s , = SST DESIGN CRITERIA: AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES AND TRAFFIC SIGNALS, FIFTH EDITION, 2009 FOUNDATION DESIGN PARAMETERS 1. MAXIMUM LIGHT POLE BASE REACTIONS: BASE MOMENT = 16,845 Ibs -ft BASE SHEAR = 978 Ibs 2. MAXIMUM WIND SPEED (3 SECOND GUST) = 120 MPH 3. MINIMUM REQUIRED SOIL PARAMETERS: COHESIVE SOILS: -SHEAR STRENGTH = 750 Ibs /ft' -6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL COHESIONLESS SOILS: -ANGLE OF INTERNAL FRICTION = 27 DEGREES -WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE FOUNDATION -6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL 4. THE SOILS REPORT SHALL BE REVIEWED BY THE ENGINEER OF RECORD TO CONFIRM THAT THE MINIMUM SOIL PARAMETERS ARE MET OR EXCEEDED BEFORE THIS DESIGN IS USED. IF THE MINIMUM SOIL PARAMETERS ARE NOT MET, THIS DESIGN SHALL NOT BE USED. 2.4 1 1.6 1 0.9\ 0.6\ 0.4\ 0.4 \ 0.6 \ 1.1 \ 2.0 m, 0,0 -- 0 5. THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM BASE REACTIONS AND DESIGN WIND SPEED FOR THE LIGHT POLE TO BE INSTALLED TO DETERMINE IF THE FOUNDATION'S MAXIMUM DESIGN LOADS HAVE NOT BEEN EXCEEDED. THIS FOUNDATION DESIGN SHALL NOT BE USED IF THE MAXIMUM DESIGN LOADS OR WIND SPEED HAVE BEEN EXCEEDED. 6. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH ARE CLOSER THAN 8 ft FROM A RETAINING WALL. 7. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHERE THE GROUND SLOPE EXCEEDS 4 INCHES PER FOOT. GENERAL NOTES: 1. CONCRETE COMPRESSIVE STRENGTH (f ?c) SHALL BE A MINIMUM OF 4000 psi 2. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55, HOT DIPPED GALVANIZED PER ASTM F2329 3. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 4. NUTS SHALL BE HEAVY HEX ASTM A563 GRADE HD, HOT DIPPED PER ASTM A153 5. PLATE SHALL BE ASTM A572 GRADE 50, HOT DIPPED PER ASTM A153 6. LOCK NUT SHALL BE HOT DIPPED PER ASTM A153 0.0 F„ 4P 2 � 0,.0 00 00 00 M _o •2 Z (8) f5 VERTICAL o z w 0 :> 2. M z I _ w m t IN ORCING BAR (2) 1" DIA. PVC CONDUIT (4) 1 " DIA. ANCHOR BOLTS 0.0 M w � #4 CIRCULAR TIES =1 =1 =1 0.0 =1 =1 =1 11 '' I. 11 11 I I 1 11=1 � IIEl III 11 11 11 I I -1111 a III; ' N D:� w 0 0.0 NJ N W CD _ C) - o Of w 1.4 U U O in " CLR TYP. 3" CLR TYP NOT TO SCALE #4 CIRCULAR WITH A 21 " (N LAP SPLI •� �• 1:INI1 I V -6" LOCK STRUCTURAL PLATE WASHER (PER POLE MANUFACTL LEVELING • : oll1•L;rigll:lrljl t Z 1" DIA. ANCHOR BOLT 2" x 2" x 3/8" PLATE WASHER WITH 1 1/16" DIA. HOLE TO EMBEDDED IN FOUNDATION BOTTOM NUT FOR 1" DIA. ANCHOR BOLT LOCK NUT ANCHOR BOLT DETAIL NOT TO SCALE N /F ER OF CARMEL LLC 2010 PG. 22982 10- 31- 00 -00- 022.000 ;sic:) '•3v "bti ' 2 r'.41' 0.0 10 By NA 48376 - -- - -- - 0- 00- 021.000 245.00' ASEMENT PER __NT NO. 7349 6. 3.% 1. 1. 01 0.4 0.4 0.5 0.5 0.4 �).5 0.1 I 0 8.6 4.6 2.3 1.5 0.9 0.7 0.7 1.0 1.0 0.7 0.7 1.0 1.7 2.9 0.1 - 1, 5.7 5.E 3,8 2.0 1.3 0.9 0.9 1.3 1.8 1.6 1.1 1.2 ,I 1.7 2.9 U. i 25.b' 00. 7 2.0 3. 2.8 2.0 1.3 0.9 1.3 2.6 3.3 2.2 1.7 1.3 0.1 2,4 2.1 1.2 .9 3.8 1,31 1.4 1.4 I 0.2 �- 25.0' z o Z (D z 2.8 2- �� A 4 2. LO 1.0 0,9 00 Qw ozNl 0.2 827. J' '_. 0 ¢ a 1.2 °o EPTr io 1.0 o Z __ Ll.lz o� 0.3 -- � w ( - - -- - -- W 0 O 0 z 0,6 0.9 1 14 �1.8 o Z 3 .7 5. 2.9 1,7 L o• �a _ -- - - w� :2 F-- i J >-0 zU) �732�, 2.4 1.7 0.9 j 1,7 2.7 a LL'_ I- li 01 �0wz1 j UDWE .3 1.7 1.6 1.4 0.9 1.6 2.9 CO o ° m 0.1 COwj 1. 9 1,8 1.5 0.9 1 1 0.4 1.6 2.6 o co 0.1 Ta 4. C 2,6 1.7 0.9 i ,1 0.3 0.7 1 1.3 1.6 O 0.3 I m I I 2,8 1.6 0.9 1 0.3 0.5 1 0.8 0.9 0 0.3 i 4. 2.7 1.6 0.9 0.3 0.5 1 0.8 0.9 0.2 j Z 2.2 1.9 1.4 0.8 I 1 2 0.7 1 1.2 1.5 / 0.1 Q j 0 0. 0,9 0.8 0.5 C.3 0.4 1.6 2.5 0.0 Z McDonald's 1 ° I 0.O. 0.6 0.6 0.4 1 .6 1.0 1.6 2.9 Cf) w 0.0 n 0 0. 0.5 0,7 0.7 0.5 .8 1,2_ - 18 2:8 w 0,0 z Of 1.3 1.3 .5 4 1.4 1.7 1.9 z 25. t' w 0. �- 25.0' U o ,4 2.2 1.9 1.3 =- O .2 2 1.6 1.2 1 5, Me N w 10.1 0-10 0 CL N ° Or2 1.3 3.5 4.3 2.9 ' / 1.9 1,5 1.1 1.2 1.7 2.3 3.9 4,6 24 0.4 0 I- z o 0,0 j m Uj w ,�8 7. 7.6 4.6 2.4 1.6 1.2 1.9 3.9 6.1 9.0 .1 W rr G G ` I 95 \RSI \ \ \ \ z I- o - -. `II 0.0 0.0 ATI N BA , FOP 82'_-s , = SST DESIGN CRITERIA: AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES AND TRAFFIC SIGNALS, FIFTH EDITION, 2009 FOUNDATION DESIGN PARAMETERS 1. MAXIMUM LIGHT POLE BASE REACTIONS: BASE MOMENT = 16,845 Ibs -ft BASE SHEAR = 978 Ibs 2. MAXIMUM WIND SPEED (3 SECOND GUST) = 120 MPH 3. MINIMUM REQUIRED SOIL PARAMETERS: COHESIVE SOILS: -SHEAR STRENGTH = 750 Ibs /ft' -6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL COHESIONLESS SOILS: -ANGLE OF INTERNAL FRICTION = 27 DEGREES -WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE FOUNDATION -6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL 4. THE SOILS REPORT SHALL BE REVIEWED BY THE ENGINEER OF RECORD TO CONFIRM THAT THE MINIMUM SOIL PARAMETERS ARE MET OR EXCEEDED BEFORE THIS DESIGN IS USED. IF THE MINIMUM SOIL PARAMETERS ARE NOT MET, THIS DESIGN SHALL NOT BE USED. 2.4 1 1.6 1 0.9\ 0.6\ 0.4\ 0.4 \ 0.6 \ 1.1 \ 2.0 m, 0,0 -- 0 5. THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM BASE REACTIONS AND DESIGN WIND SPEED FOR THE LIGHT POLE TO BE INSTALLED TO DETERMINE IF THE FOUNDATION'S MAXIMUM DESIGN LOADS HAVE NOT BEEN EXCEEDED. THIS FOUNDATION DESIGN SHALL NOT BE USED IF THE MAXIMUM DESIGN LOADS OR WIND SPEED HAVE BEEN EXCEEDED. 6. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH ARE CLOSER THAN 8 ft FROM A RETAINING WALL. 7. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHERE THE GROUND SLOPE EXCEEDS 4 INCHES PER FOOT. GENERAL NOTES: 1. CONCRETE COMPRESSIVE STRENGTH (f ?c) SHALL BE A MINIMUM OF 4000 psi 2. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55, HOT DIPPED GALVANIZED PER ASTM F2329 3. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 4. NUTS SHALL BE HEAVY HEX ASTM A563 GRADE HD, HOT DIPPED PER ASTM A153 5. PLATE SHALL BE ASTM A572 GRADE 50, HOT DIPPED PER ASTM A153 6. LOCK NUT SHALL BE HOT DIPPED PER ASTM A153 0.0 F„ 4P 2 � 0,.0 00 00 00 M 1.5 PAVED SURFACE READINGS 0.'0 Average 2.1 5'Z -- Maximum 9.9 Minimum 0.1 00 AvgiMin 20.91 9, I Max,Min 99.00 0.0 4 7,5 0.0 -? PROPERTY LINE READINGS 0.0 2 2,3 0.0, Average 0.1 Maximum 0.3 Minimum 0.0 w TOTAL 57636 (1.323 Ac) 0 PRE GREEEN 15555 (.357 Ac Lo POST GREEN 21585 (.496 Ac _o •2 Z _ 0 ,�3 0.0 � 0.0 o .4 _ F 0G a D:� w 0.0 NJ W 3.S - o Of 1.4 0 0.8 Ln W LJ 0,0 w Of CI - o W Q 21 -- 2 - - - � ? W �F Q 3w I r., J LU aw > W w 4.7 7. oQ 3¢ Z 0 O° o� '0 =o __ m 9. 4 ; Q L U i � LU cn .2 '. 6.0 Y Nw Y a \ U qq 0] W m Q�10 0 .7 16 � N ) O � Q o O0m 9 0.6 - m In 0.0 0.6 0,0 1.5 PAVED SURFACE READINGS 0.'0 Average 2.1 5'Z -- Maximum 9.9 Minimum 0.1 00 AvgiMin 20.91 9, I Max,Min 99.00 0.0 4 7,5 0.0 -? PROPERTY LINE READINGS 0.0 2 2,3 0.0, Average 0.1 Maximum 0.3 Minimum 0.0 w TOTAL 57636 (1.323 Ac) 0 PRE GREEEN 15555 (.357 Ac Lo POST GREEN 21585 (.496 Ac PREPARED FOR McDonald'; PROJECT NAME McDONALD'S USA, LLC INDIANAPOLIS REGION SITE ID 013 -009; PROJECT LOCATION 750 CARMEL DI< CARMEL, IN PROJECT NUMBER 1116 DRAWN BY M. ROLPH CHECKED CERTIFIED SHEET NAME SITE LIGHTING PLAN SHEET NUMBER C7,00i PLAN DATE JULY 7, 2012 Z � o a D:� w NJ W U o Of w Ln LJ Of CI W Q 0 in I oo 0 0 m u) PREPARED FOR McDonald'; PROJECT NAME McDONALD'S USA, LLC INDIANAPOLIS REGION SITE ID 013 -009; PROJECT LOCATION 750 CARMEL DI< CARMEL, IN PROJECT NUMBER 1116 DRAWN BY M. ROLPH CHECKED CERTIFIED SHEET NAME SITE LIGHTING PLAN SHEET NUMBER C7,00i PLAN DATE JULY 7, 2012