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Home My WebLink AboutzT-1875SetG E N E R A L N 0 T E S �X /ST / /y� APARTME/vT Bu /LO //UG EXIST POCKEkY Ex/STiNFJ 6 ' NOOD FENCE ' CSJ G JOCK Z'I'✓ -c,Cicl� X X =x X % k� �_ _ 3tOB 97 ENO GU.f?8, gel \ �I� iz I I � Z QF MA /N FIN. E �fLR. ELEV. /26.5 E /26.5 UPPER F /N. FLR. CLEV. /35 -- II EX /5T /NCB F/OUSE J I Cef TYPE ICE) y t I TO BE 2EM0 D I R/ 113.50 a J aEXISTING UTILITY POLE -ASPHALT Pf4VEMEN7 H 2' W/ POWER 1'RANSPORMER r4 2 �< APP.— STA. 1 -f50 o w 0 e v O \ I / �h k c o - _I TI r to R/M /07.44 1d5- 0011N) y /22 RENIO✓ EX/ C�5 TYPE / -G I /F /M 1/4.70 \ R/M /16.00 /E. / /0.00 I O O H ` W 1 LE. /04.7B(OG/TJ STA 5 + U w H E D U L E /. E//4.08 //2,75/ ORIFICE 2 ' 4 H I Z ck 3CAL E : /"=/O' v a I , 3 Ea 0 I _ _ - -_ Q oA+ / I G �• o ;Y,/ I C 20 o RI06E UN,� -0+. i , ( �JSPHALT l / N STA. 2f.53.A2� I PAVEMENT Q 2 Nzx OH CIRCUIT / E z I / I z g a 5 CONDUCTORS / POLE LOCATION. t OF ROAD WATTAGE H ARM NO. REMARKS 3. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY GM �1L. \ \� / �[ 20 Z.F -,5 gr 6 /� 4r3k. r,, "� 0 0 2 �Ff. 1E Pk ryp cM = 0 -2 5 h P S fl. REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL 1 // � (SCHEDULE, 40). 2 - #8, -,' 0+85 25' 250 6 14 GA. AL. /'1 . -.:... ... ,+., . ._ - -F .w tea.,- .. "..... .., .,. \ k / ,. FLDN✓ I //VE B�Ci /N NEk/ GE,�yE/YT �,i CONCRETE S /d��lvALK . .. `- ,xho �^, �,;_ —, '. / / tik00 / i /� 30' DR/V WAS 144 7r-9 EX/S7�//Vq / Z / / / iv �!L� o l°' \ k - 1 � /f E '�. U`' /L /TY / / T� / POLE TO !3E � RELOCATED 30'DR /VEAIAY PER C//7 Y STDS. /o / / / I / I O � � / I �LSTRAW '/ y / E..ROS/ W (!� \e f�4LESFO.R N CONTROL PE c /TY .gyros- ( WORK, AND SHALL COORDINATE THE WORK WITH THE UTILITIES e �o 2" PVC (SCHEDULE F� /ST UTILITY 3 - #2 % 2, POL E TO BE N.W. 3RD PLACE I / 150 RELOCATED �J S' EX /ST F)S TO OZ s RELOCATED EH //VD \ 3337C TfIROUGHOUT THE PROJECT. NEiY S /DEWs1 W AS 8 RB NFAI \\ a- TER MATCi/ EV5T1A1q cO \ 0 +00 \ O NW /IRO 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO �3 O. Pf0 �DO (SCHEDULE 40) G E N E R A L N 0 T E S �X /ST / /y� APARTME/vT Bu /LO //UG EXIST POCKEkY Ex/STiNFJ 6 ' NOOD FENCE ' CSJ G JOCK Z'I'✓ -c,Cicl� X X =x X % k� �_ _ 3tOB 97 ENO GU.f?8, gel \ �I� iz I I � Z QF MA /N FIN. E �fLR. ELEV. /26.5 E /26.5 UPPER F /N. FLR. CLEV. /35 -- II EX /5T /NCB F/OUSE J I Cef TYPE ICE) y t I TO BE 2EM0 D I R/ 113.50 a J (VANED ;RATE C6 TyPE / -G R//l! 123.40 /E. /20.56 1 +00 1 NW 2 +00 _:, \/ Bird FoII(�� I. E G E U D 1 'Ile 1 _ 3rak PLACE I� l TYPE M -N -III H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE CONCRETE P21D LIGHT BASE AND JUNCTION BOX B 5AXNC!/T EX 1571NO PAV)T - - PVC CONDUIT (SEE WIRING SCHEDULE) REMOVE EX /ST / /VCj GURU AGONY � EX. CB db NN 3rd PL. A5 /F59U1R00 ,!� REPLACE EX. 6RATE N1 (® STREET LIGHT CONTACTOR CABINET AND FOUNDATION r SOLID COVER) AD ✓UST ' ' JUNCTION BOX B WITH CONCRETE PAD R/M TO NEW SURFAC E �a GRADE. 1. ALL, WORK SHALL BE IN ACCORDANCE WITH THE PROJECT -ASPHALT Pf4VEMEN7 �< I 11A / e�/yTROL /Ylfl e v O \ I / �h k CB T�PE�?C% NORTH Q R/M /07.44 1d5- 0011N) y /22 RENIO✓ EX/ C�5 TYPE / -G I /F /M 1/4.70 \ R/M /16.00 /E. / /0.00 I (1 Q I r I W 1 LE. /04.7B(OG/TJ STA 5 I N G S C H E D U L E /. E//4.08 //2,75/ ORIFICE 2 ' 4 J U I Z ck 3CAL E : /"=/O' SD yq I //� I _ _ - -_ Q CU,PB.PETURN / / o ;Y,/ RI06E UN,� -0+. / - STA. 2f.53.A2� .. .k / CIRCUIT NO. CONDUIT /8'LT CONDUCTORS NO. POLE LOCATION. t OF ROAD WATTAGE H ARM NO. REMARKS 3. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY GM �1L. \ \� / �[ 20 Z.F -,5 gr 6 /� r,, "� 0 0 2 �Ff. ryp cM = 0 -2 5 h P S fl. REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL 1 // � (SCHEDULE, 40). 2 - #8, -,' 0+85 25' 250 8/0 4 CMP� $7 O.O 14 GA. AL. /'1 . -.:... ... ,+., . ._ - -F .w tea.,- .. "..... .., .,. \ k / ,. FLDN✓ I //VE r ' z-rs 1 . .. `- ,xho �^, �,;_ —, '. / / tik00 / i /� 30' DR/V WAS / Z / / / iv �!L� o l°' \ k - 1 � /f E '�. U`' /L /TY / / T� / POLE TO !3E � RELOCATED 30'DR /VEAIAY PER C//7 Y STDS. /o / / / I / I O � � / I �LSTRAW '/ y / E..ROS/ W (!� \e f�4LESFO.R N CONTROL PE c /TY .gyros- ( (VANED ;RATE C6 TyPE / -G R//l! 123.40 /E. /20.56 1 +00 1 NW 2 +00 _:, \/ Bird FoII(�� I. E G E U D 1 'Ile 1 _ 3rak PLACE I� l TYPE M -N -III H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE CONCRETE P21D LIGHT BASE AND JUNCTION BOX B 5AXNC!/T EX 1571NO PAV)T - - PVC CONDUIT (SEE WIRING SCHEDULE) REMOVE EX /ST / /VCj GURU AGONY � EX. CB db NN 3rd PL. A5 /F59U1R00 ,!� REPLACE EX. 6RATE N1 (® STREET LIGHT CONTACTOR CABINET AND FOUNDATION r SOLID COVER) AD ✓UST ' ' JUNCTION BOX B WITH CONCRETE PAD R/M TO NEW SURFAC E �a GRADE. 1. ALL, WORK SHALL BE IN ACCORDANCE WITH THE PROJECT �< SPECIFICATIONS AND THESE PLANS. 2. THE LOCATIONS OF FEA'T'URES SHOWN ARE APPROXIMATE AND W I R I N G S C H E D U L E LU M -IN A I R E S C H SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. - - RUN LUMINAIRE (L OF POLE TO LAMP .k MAST CIRCUIT NO. CONDUIT CONDUCTORS NO. POLE LOCATION. t OF ROAD WATTAGE H ARM NO. REMARKS 3. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL 1 1.5" PVC (SCHEDULE, 40). 2 - #8, 1 - 118 BARE 0+85 25' 250 30 8' 1 3339F PERTINENT UTILITY AGENCIES 40 HOURS BEFORE COMMENCING - 1 TAYLOR AVE. N.W. WORK, AND SHALL COORDINATE THE WORK WITH THE UTILITIES 2" PVC (SCHEDULE 80) 3 - #2 (SERVICE) 2, 0 +52 N.W. 3RD PLACE 25' 150 25 S' 1 3337C TfIROUGHOUT THE PROJECT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO �3 1.5° PVC (SCHEDULE 40) 2 - #8, 3-#14 BARE 3 1 +71 N.W. 3RD PLACE 25' 150 25 8' 1 3335 C EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE 4 1.5° PVC (SCHEDULE 40) 2 - #8, 3 - #14 , 1 - #6 BARE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON - * STANDARD DAVIT POLE DETAIL, SHEET 2 OF 2. DAMAGE. A5 1.5" PVC (SCHEDULE 40) 2 - #8, 3 - #14 5. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR MATERIALS A6 1.5" PVC (SCHEDULE 40) 2 - #8 APPROVAL AT THE EARLIEST POSSIBLE DATE. 6. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE * 3 - #14 FOR PHOTOCELL PLANS, EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. __ -- t]RCWN BY E AS-BUILT WAS PREPARED BY TOUMA ENGINEERS FROM AN ACTUAL FIELD SURVEY FOR HORIZONTAL CONTROL ONLY `3 L' SHAFT aired 2 N.P.S. uired ✓ /SLIPFITTER I 1/ --s - — 2 4%Z, O.D. \ 188 WALL BRAC KET 5'9' ALUM, ALLOY 6063-T6' _12 "BNC LOCKBOLT GR. 18 - 8 S. S. FLUSH JOINT "O. D. TAPERED ALUM. POLE �T' WALL ALLOY 6063 -T6 SATIN GROUND FINISH H 25' 30' 35' 40' SL /8'3" 23'3" 28'3" 33'3" T . /88 ./88 .2/9 .21 1H' R/W LINE SIDEWALK CURB RDWY. IL CURB - - - - - - - - 7 SIDEWALK R/W LINE IOMIN. CLEARAN E FROM DRIVEWAY TYPICAL PLAN VIEW CONCRETE PAD DETAIL TY�' /GAL LIGHT /NG UNaEF6R0UND SYS %EM LIGHTING STANDARD 81 JUNCTION BOX 71 TO LUM /NA /RE 7� . i j 0 /�- �i'�: • :� 7-Y-/CAL 0E51641 ;6" LUG OLE 4"x6"OPENING 4'CONCRETE / O PAS t/Un/GT /OA/ 60,r FUSE FC /TS Ili II I' 6" S S BASE FLANGE ALLOY � SCREWS ' 4 � •I 346 -T6 WITH BOLT QU /GK •O /SGONNECT JUNCTION BOX LOCATION GROUn/,c7 I I /O AMP /A/ /JNE FUSE LLAM,O II A175-5-S-1. OR EQUAL STREET LIGHT SPL /GE iC /TS STANDARD DAVIT POLE PYG (74 OLEAR EPDXY SPLICE LU6 3' SO.ORO /A. fC/TS ONA/L Tf/RU W /,7E RUNS rUNDERPOLOE64SE '�B BAfZE �V CoPPE/Z 6ROUr✓,0 /y /,PE a 2 - (S /ZEp AS .7ElJU /REO,J G /GHT /AlG SYSTEh}' {N/RES TO li "TO12" I ��p� GOrVTAGTOFZ , BOLT CIRCLE , Trench location ----' not to stole (4)1 "BNC GALV.STL. TYPICAL STREET CROSS SECTION ANCHOR BOLTS WITH 4. I /2 " OF BOLT ✓�� X 8' NUTS AND WASHERS <\ "ABOVE FIN- COPPF�2-CZ.410 8 "OD+ 151 HANDH ,'SHED GRADE GROUND .?O,O GROUND LUG OLE 4"x6"OPENING 4'CONCRETE / O PAS TYPICAL LIGHT BASE AND I II Ili II I' 6" S S BASE FLANGE ALLOY � SCREWS ' 4 � •I 346 -T6 WITH BOLT II JUNCTION BOX LOCATION GROUn/,c7 I I y - COVERS dS.S. SCREW S�I'I - LLAM,O II II STREET LIGHT I I II II STANDARD DAVIT POLE PYG CONTACTOR CABINET 81 CABINET FOUNDATION B A B 3' SO.ORO /A. r :LOAD CENTER MAIN BREAKER -- IOOA o 2 POLE 240 VOLT 48 0 TEST SWITCH B UTILITY PLUG R' O a NCH ERS m Q r E ,o: —`:o� vent ` r STREET-LIGHTING CONTACTORS m kd. 0 VOLT a 4L_ .� -J TEST OLE L'.4-310A A L-16" SWITCH REAKERS IN• MIN' B i A 11 FRONT VIEW' PLAN VIEW SIDE VIEW B TERMIN B - 6 C ®� CABINET EQUIPMENT BLOCK UTILITY I. Pin tumbler-type stainless steel Best Core_Lock(or equal) Keyed for CX -I with 2 Keys i rN f/OLE JUNCTION BOX STREET LIGHT POLE PLAN VIEW 70//7-0 L iy /TN 2EWAL,K ri -41, CONCRETE /cW10 4i1 � II IIII°I�I�L u I II Ili II ILTa I I II GROUn/,c7 I I II LLAM,O II II I I II II PYG CONOU /T SYSTEM I L�- J 3' SO.ORO /A. PLUG B B B (G .F 1) 2.12 gauge (min.) galvanized sheet steel 6i�OJCy A - 3. Welded seam construction STREET LIGHTING 4. Door with concealed hinges (left side) CONTACTORS 5. Interior -white baked -on enamel A A A 6. Exterior- gray- Etch galvanized surface- before painting. B B B B B i 7. Bottom open- 2 "mounting flange (turned inward) on all sides D 8. 4- 3 /8 "x Ifi' anchor bolts w /nuts and washers TO GROUND 9. 4- 1/4" triangular shaped corner lock -down plates CIRCUIT WIRES TO LIGHTING RUNS ROD PHOTO -CELL WIRING COLOR CODE MOUNTED ON A. WHITE JACKET (NEUTRAL) NEAREST B. BLACK JACKET'(LINE) LUMINAIRE C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE COPPER (GROUND) WIAll IG S�fHEMATIC STREET LIGHTING CONTACTOR CABINET TYPE III SERVICE 120/240 VOLT 4rrDEEP TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7 0" VAR. 3' 0 MIN. ifi•, r H6'" I6 I {' _ a n! _ — _ _ _ FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD 3, 0 , 3' 0„ I I I I I I t J, I L - - - - -� - - - FRONT VIEW SIDE VIEW SIDE VIEW �s p.- �...e., NOTE: CLASS 'B' CONCRETE 0M, TO BE USE IN CONSTRUCTION OF PAD N11MMERS 7D 6E 2 "70 2i 'GI/f/E6117_ /EFT /CAL L' IA16794 / E•O On/Ly /N DRY t4 Sg7l'EQ INDIVIDUAL JUNCTION BOX 50° OR ABOVE PLAN VIEW NU/:'J,�B��/ //I��7 �X�M�PL�ES /NL /NE SPLICE[+ CABINET FOUNDATION (SpL_IGE KIT 4-1/2 x Ifi' ANCHOR BOLTS - 2 G.L. — —G.L. CONDUIT ENTR. AREA t' PLAN o 0 VIEW Q Q a SIZE TO FIT CABINET )SIZE TO FIT CABINET o FRONT VIEW SIDE VIEW PROVIDE S CONTACTORS a 1W .. PROVIDE SPACE FOR 2 FUTURE CONTACTORS TAO LETTER SuFlXEO L- -77,rQ 094-FIXE.O c,Ty OstiNEa 0416Er PaW- -,q OWNED 2=-i Z' Z I Cries 2, 3' a -I-\ ��LECTG>QrzEr� GOT// /C CCY_O 45 OR Wh TE- T�9FF /G LEGS- v 0A1,6L/I6,K ,B•9CKG-'20UrUL7 ' r_ 57APEE7' L /GflT STANDARD DEe ,4L NUIyBE,p /.1/G SySTEM