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J�PROP.
A.C. PAVEMENT
T AND OVAL
DAYS BEFORE
ammufflo 111"
i is
T LIGHT CONST UCTIO �NIOTE,S AND QUANT
STREF N
R
VEI IFY RIGMU:POI NT OF CONNECTION.
FUofP,
OY O RCM NT OF CONNECTION.
NIS' AND I STALL 3" CONDUIT NLT
COORDINATE WORK WITH ILI 1 EA.
;
FURNISH AND 1;NSTALL STREET LIGHT 92, W LED
PER CITY STD. 4 JL 0 &,411. 4 EA.
iR H UNDERGROUND PULLBOX WITH
FU NIS AND INSTALL NO. 3 -11/2
-CONCRETE
LID STAM:PED lip "STREET L[GHTING . 4 EA -
FURNISH AND INSTALL I" SCHEDULE 40 PVC UNDERGROUND CONDUIT
AND 2 - #10 THWN-CU & 1- #1 0::SLI-lGND- 687 L.F.
�D
FU�RNISIHAN��D'i�NSTALLRCESTR-,E-ETL:�G;HTPE ESTAL (NOMETER)PER
MYERS CAT NO.:MEUG 1,13AINSTALL HELVETICA A, DDRESS NUMBER ON
ENCLOSURE FOR ST f T LIG:FMN,G COOK D -NATE POINT OF CONNECTION
WITH SCE. 1 E.
PRIVAT �E �TO CONTRACTORS
EENGINE R'S NOT G
THE EXISTENCE AND LOCATION OF ANY U'R RGROUND UTILITIES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY A SEARAVA
CH OF f E ISE TO THE BEST OF OURKNOW LEDGE, THERE
ARE NO EXISTHESE PLANS
H ORS D
TING UTILITIES EXCEPT THOSE SHOWN ON S THE CONTRACT: IREQUIRE
TO TAKE DUE PRECAUTIONARY MEASURES TOL'PROTET THE UTILITY LINES SHOW, N ON THESE DRAWINGS,
THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES,
CO I U NDU IT OR STRUCT RES SHOW, N OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE J0 iB
SITE CONDITIONS DURING THE COURIS"E OF CONSTRUCTION OF THIS PROJECT; IF LU IF SAFETY OF ALL
° : �m,
PERSONS AND PROPERTY: THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE L:1% ITEC TO NORMAL
WORKING HOUR S-; AND THAT THE CONTRACTOR SHALL DEFEND:, INDEMNIFY, AND HOLD THE OWNER AN� 'D
THE ENGI'NEER HARMLESS FRO MI ANY AND ALL LIARILITY, REAL OR ALLEGED, IN CONNECTION WITH: THE
NG F M THE LT
HIJ EXCEPTING FOR LIABILITY A-RISI
PERFORMANCE OF WORK ON: 3 PROJECT
NEGLIGENCE OF THE OWNER: ORIKE ENGINEER,
CONTRACTORSHALL VERIFY ALL CONDMONS AND GIMEINSIONS AND SHALL REPORT ALL DISCREPANCIES
TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT I S
I THE RESPONSIBILITY OF THE
CON D N TRACTOR TO NOTIFY THE ENGI NEER. OF ANY: ISCREPANCIES. EG I NNI, G ;OF WORK MEANS
ACCEPTANGE10f CON: "ITS
C L TU ONTRACTOR SHALL COMPLY WITH ALL F.P.NP.D.E.S. RE IREMEINTS.
M1177m
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTI'LITYBOXES
AND LIDS, ETC,
CONTRACTOR SHALL PROVIDE ALL THE NEICESSARY P11PE FITTINGS TO COMPLETE THE WORK.
THE ENGINE - RPEPIN THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE
REQUESTED IN WRITING AND MUST BE APPROVE[)! BY THE ENGINEER OF RECORD.
... . ... .... ...
QUANTITIES SHS `F ARE PROVIDED FOR PEKIVIJ I AINIUBONDING PIP OSESONLY. CONTRACTOR
SHALL BE 'RESPONSIBLE FOR DIETERMIN'ING THEIR OWN QUANTITIES PRIOR TO BIDDING AND
iCOSPCI4&1: N STRUCTION. THE ENGINEER IS NO T RE N,� S1- EFOR SCREP F IES IF FINAL CONSTRUCTIO,
QUANTITIES.
PANEL SCHEDULE
.......... ........... ...... - ......................................... ........... .............. ............... ............ ...... ...... .....
MOUNTING: FREE STANDING VOLTAGE: 1201240
................ ........
BUS RATING: 100A
TYPE: SERVICE PEDESTAL (METERED LSL 3) PHASE: 1
AIC: 42 KAIC SERIES RATED
ENCLOSURE: NEMA 3-R (STAINLESS STEEL)WIRES: 3
- ----- ----------
DISTRIBUTION: 12/12
........... ...... - -------------------- ------- ...... ------- ----- --------------------- ------ ---------------------- -- ----. --------- -------------------
MAIN: 200Al2P
............ ........... - ............ . ............ ------ . ... ... .......
------------------------------------------------- .............. ........... ---------------------------- ------ - ---- ----- ---------------- --------------------
---------- ..... . ...... ------------- --------- --------- ...................................................... i
CKT DESCRIPTION TRIP B
NOTE:: A
DESCRIPT[O-N ;:N0TE:; TRIP CKT
....................... ................................ ........... ........ ............. ........... .......
1 STREET LIGHTING 1 3. d8 1.00
........ ........... - --------------
CONTROL WIRE 1 20A/1 P 2
--------------------- --------------------------------------------- -- .............. ......... ...... ------------- ......................................
3 Uo 0, 0:0
..... .................. --- ----------------------------- .................. ------------------ -------------------- ------------
4
5 0.00 0.00
.................. .......................... . .... .. ....... ......... ...... ------
7 0.000.00
8
............ .............. .......... - ....... ....... ......
9 0.010 0-00
------------- ............ .............. ------- ---------------- ......... ........ ........ -----------------
10
-------- ----------- - ............... ------- ---------------- --------- ------ ...... ....... ----------------------------- ...... ................. ................. ----------------- --------------
11 0. 00
------------------ ------------ --------------------- ------------------------------ --------- ...........
1'2
......... - ...... .........
AMPS PER LINE: 4.68 0,00
................ ----------------------- .... ... .......... ...... ----- ... .................... -------------------
SUIBTOTA: KVA: 0.56 0,56
KVA @ 125,1% (LCL)
TOTAL MINIMUMi"FEEDER SIZE (AMPS): 2.92 O,70
KVA (TOTAL FEEDER)
q
A I VIIII 11112 a IFSTIMWIMIJI
i is
T LIGHT CONST UCTIO �NIOTE,S AND QUANT
STREF N
R
VEI IFY RIGMU:POI NT OF CONNECTION.
FUofP,
OY O RCM NT OF CONNECTION.
NIS' AND I STALL 3" CONDUIT NLT
COORDINATE WORK WITH ILI 1 EA.
;
FURNISH AND 1;NSTALL STREET LIGHT 92, W LED
PER CITY STD. 4 JL 0 &,411. 4 EA.
iR H UNDERGROUND PULLBOX WITH
FU NIS AND INSTALL NO. 3 -11/2
-CONCRETE
LID STAM:PED lip "STREET L[GHTING . 4 EA -
FURNISH AND INSTALL I" SCHEDULE 40 PVC UNDERGROUND CONDUIT
AND 2 - #10 THWN-CU & 1- #1 0::SLI-lGND- 687 L.F.
�D
FU�RNISIHAN��D'i�NSTALLRCESTR-,E-ETL:�G;HTPE ESTAL (NOMETER)PER
MYERS CAT NO.:MEUG 1,13AINSTALL HELVETICA A, DDRESS NUMBER ON
ENCLOSURE FOR ST f T LIG:FMN,G COOK D -NATE POINT OF CONNECTION
WITH SCE. 1 E.
PRIVAT �E �TO CONTRACTORS
EENGINE R'S NOT G
THE EXISTENCE AND LOCATION OF ANY U'R RGROUND UTILITIES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTAINED BY A SEARAVA
CH OF f E ISE TO THE BEST OF OURKNOW LEDGE, THERE
ARE NO EXISTHESE PLANS
H ORS D
TING UTILITIES EXCEPT THOSE SHOWN ON S THE CONTRACT: IREQUIRE
TO TAKE DUE PRECAUTIONARY MEASURES TOL'PROTET THE UTILITY LINES SHOW, N ON THESE DRAWINGS,
THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES,
CO I U NDU IT OR STRUCT RES SHOW, N OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE J0 iB
SITE CONDITIONS DURING THE COURIS"E OF CONSTRUCTION OF THIS PROJECT; IF LU IF SAFETY OF ALL
° : �m,
PERSONS AND PROPERTY: THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE L:1% ITEC TO NORMAL
WORKING HOUR S-; AND THAT THE CONTRACTOR SHALL DEFEND:, INDEMNIFY, AND HOLD THE OWNER AN� 'D
THE ENGI'NEER HARMLESS FRO MI ANY AND ALL LIARILITY, REAL OR ALLEGED, IN CONNECTION WITH: THE
NG F M THE LT
HIJ EXCEPTING FOR LIABILITY A-RISI
PERFORMANCE OF WORK ON: 3 PROJECT
NEGLIGENCE OF THE OWNER: ORIKE ENGINEER,
CONTRACTORSHALL VERIFY ALL CONDMONS AND GIMEINSIONS AND SHALL REPORT ALL DISCREPANCIES
TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT I S
I THE RESPONSIBILITY OF THE
CON D N TRACTOR TO NOTIFY THE ENGI NEER. OF ANY: ISCREPANCIES. EG I NNI, G ;OF WORK MEANS
ACCEPTANGE10f CON: "ITS
C L TU ONTRACTOR SHALL COMPLY WITH ALL F.P.NP.D.E.S. RE IREMEINTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTI'LITYBOXES
AND LIDS, ETC,
CONTRACTOR SHALL PROVIDE ALL THE NEICESSARY P11PE FITTINGS TO COMPLETE THE WORK.
THE ENGINE - RPEPIN THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE
REQUESTED IN WRITING AND MUST BE APPROVE[)! BY THE ENGINEER OF RECORD.
... . ... .... ...
QUANTITIES SHS `F ARE PROVIDED FOR PEKIVIJ I AINIUBONDING PIP OSESONLY. CONTRACTOR
SHALL BE 'RESPONSIBLE FOR DIETERMIN'ING THEIR OWN QUANTITIES PRIOR TO BIDDING AND
iCOSPCI4&1: N STRUCTION. THE ENGINEER IS NO T RE N,� S1- EFOR SCREP F IES IF FINAL CONSTRUCTIO,
QUANTITIES.
PANEL SCHEDULE
.......... ........... ...... - ......................................... ........... .............. ............... ............ ...... ...... .....
MOUNTING: FREE STANDING VOLTAGE: 1201240
................ ........
BUS RATING: 100A
TYPE: SERVICE PEDESTAL (METERED LSL 3) PHASE: 1
AIC: 42 KAIC SERIES RATED
ENCLOSURE: NEMA 3-R (STAINLESS STEEL)WIRES: 3
- ----- ----------
DISTRIBUTION: 12/12
........... ...... - -------------------- ------- ...... ------- ----- --------------------- ------ ---------------------- -- ----. --------- -------------------
MAIN: 200Al2P
............ ........... - ............ . ............ ------ . ... ... .......
------------------------------------------------- .............. ........... ---------------------------- ------ - ---- ----- ---------------- --------------------
---------- ..... . ...... ------------- --------- --------- ...................................................... i
CKT DESCRIPTION TRIP B
NOTE:: A
DESCRIPT[O-N ;:N0TE:; TRIP CKT
....................... ................................ ........... ........ ............. ........... .......
1 STREET LIGHTING 1 3. d8 1.00
........ ........... - --------------
CONTROL WIRE 1 20A/1 P 2
--------------------- --------------------------------------------- -- .............. ......... ...... ------------- ......................................
3 Uo 0, 0:0
..... .................. --- ----------------------------- .................. ------------------ -------------------- ------------
4
5 0.00 0.00
.................. .......................... . .... .. ....... ......... ...... ------
7 0.000.00
8
............ .............. .......... - ....... ....... ......
9 0.010 0-00
------------- ............ .............. ------- ---------------- ......... ........ ........ -----------------
10
-------- ----------- - ............... ------- ---------------- --------- ------ ...... ....... ----------------------------- ...... ................. ................. ----------------- --------------
11 0. 00
------------------ ------------ --------------------- ------------------------------ --------- ...........
1'2
......... - ...... .........
AMPS PER LINE: 4.68 0,00
................ ----------------------- .... ... .......... ...... ----- ... .................... -------------------
SUIBTOTA: KVA: 0.56 0,56
KVA @ 125,1% (LCL)
TOTAL MINIMUMi"FEEDER SIZE (AMPS): 2.92 O,70
KVA (TOTAL FEEDER)
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