CC - Construction Drawings_Street Light Plan \ �\ \ \\\
MATCHLI E REA TWO \ } \� I i ENERAL N TES:
MATCHLI E AREA 0 \\\ j— _ 1. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITY LOCATING SERVICE PRIOR TO EXCAVATION FOR
\ \ \ \\ ! I ELECTRICAL WORK.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER SITE DISCIPLINES INCLUDING BUT NOT
LIMITED TO TRADES ASSOCIATED WITH WATER, SEWER, AND GAS INSTALLATIONS.
3. ELECTRICAL CONTRACTOR SHALL COORDINATE UTILITY WORK REQUIRED BY IPCO AND SHALL FORWARD IPCO
20 SEWER ESMT WORK ORDER INVOICE TO OWNER FOR PAYMENT BY OWNER. COORDINATE OVERHEAD POWER LINE
CLEARANCES WITH IDAHO POWER PRIOR TO BEGINNING WORK
I . N . 95030236 4. REFER TO SHEET E1.3 FOR MERIDIAN STANDARD LIGHTING DETAILS.
KEYED NOTES. 0
1. PROVIDE AND INSTALL CITY OF MERIDIAN STREET LIGHTING. SELECT ONE OF THE FOLLOWING
\ \\ MANUFACTURER/MODELS:
• AMERICAN ELECTRIC - ATBM F MVOLT R3 BK P7
IRRIGATION i • EATON/STREETWORKS - USSL-G-A02-E-D-U-T2-MA-BK-4N7-TH
• PHILLIPS - RFM-160W48LED4K-T-R2M- UNIV-DMG-RCD7-PH9-BK
STRUCTURE I EACH LUMINAIRE SHALL BE MOUNTED ON A 35'-0" DAVIT POLE BASED ON CITY OF MERIDIAN STANDARDS.
REFER TO DETAIL T4, SHEET E1.3.
REFER TO THIS SHEET FOR CITY OF MERIDIAN DETAILS. CONFORM TO CITY OF MERIDIAN DIVISION 1100
CD TRAFFIC SECTION 1102 STREET LIGHTING REQUIREMENTS.
2. PROVIDE AND INSTALL CITY OF MERIDIAN STREET LIGHTING. SELECT ONE OF THE FOLLOWING
APPROX. MANUFACTURER/MODELS:
\\ \\ \ \ \ \\\ I LOCATION AMERICAN ELECTRIC - ATBM F MVOLT R3 BK P7
•
EATON/STREETWORKS - USSL-G-A02-E-D-U-T2-MA-BK-4N7-TH
\\ \ (E) • PHILLIPS - RFM-160W48LED4K-T-R2M- UNIV-DMG-RCD7-PH9-BK
EACH LUMINAIRE SHALL BE MOUNTED ON A 35'-0" TYPE 1 MAST ARM POLE BASED ON CITY OF
MERIDIAN STANDARDS. REFER TO DETAIL T1, SHEET E1.3.
REFER TO SHEET E1.3 FOR CITY OF MERIDIAN DETAILS. CONFORM TO CITY OF MERIDIAN DIVISION 1100
TRAFFIC SECTION 1102 STREET LIGHTING REQUIREMENTS.
I
3. ROUTE (1) ADDITIONAL 2-1/2" CO WITH PULLINE FOR FUTURE ACCESSIBILITY UNDER ROADWAY
EXTENSION. PROVIDE ENDCAP ON EACH END.
E S
\ \ \ \ 1 E Plne All
\ \ \ °FIJ Idaho A,
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\\\\ I PROJECT
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\\ \ \ \\
E King St
\ \ \\ \ \ \ Id _
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NO. REVISION/ISSUE DATE
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\\\ \ \ \ I I APPROX.
\ \ II °NCONSERVATION ESMT ACHD SLOPE ESMT LOCATION � rnow�vAW�sbelow.
SYMBOLS canl „�,d t9.
�I .N . 103162357
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_ _ _ _ _ — _ _ _ _ ly DC ENGINEERING
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rn B \�_ 1 \ 1\ - —7 APPROX. www.dcengineering.net
— - — — — _ _ — — — — — LOCATION Phone:208.288.2181 Project: 21 DBY01
— — — - - -= —_ =—_ - ---- - - -- - -- - J - - - — - - — — —— — — —— — — — — — — — — — — — — — — — — -
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STREET LIGHTING SERVICE CABINET °� (E) (E)\ o
RE: DETAILS ITS, 'T5' AND 'T6 SHEET E1.3 { N
N I I 1 1 FOR INSTALLATION REQUIREMENTS
ACHD SLOPE ESMT GAS MARKERS MIDGROVE PLAZA
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I. N . 103162357E EL I 1450 E. FRANKLIN RD. o
A I I 200'-0" MERIDIAN, ID 83642
FINAL PLAT
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- a
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o APPROX. (E) (E) APPROX. DATE o
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ELECTRICAL SITE PLAN - AREA ONE LOCATION \ LOCATION 2/12/21 El - 1 o
R 0
30 0 30 60 90 DRAWN BY CHECKED BY
SCALE: 1"=30'-0" DE RE U
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 AGENCY REVIEW
GENERAL NOTES:
O 1. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITY LOCATING SERVICE PRIOR TO EXCAVATION FOR
_ ELECTRICAL WORK.
M EVANS DRAIN ESMT � � ��
j 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER SITE DISCIPLINES INCLUDING BUT NOT
I. N . 261241 & I I LIMITED TO TRADES ASSOCIATED WITH WATER, SEWER, AND GAS INSTALLATIONS.
3. ELECTRICAL CONTRACTOR SHALL COORDINATE UTILITY WORK REQUIRED BY IPCO AND SHALL FORWARD IPCO
N M I D L.A. 107034592 I WORK ORDER INVOICE TO OWNER FOR PAYMENT BY OWNER. COORDINATE OVERHEAD POWER LINE
I ��� CLEARANCES WITH IDAHO POWER PRIOR TO BEGINNING WORK
I I
1 — — — — — — — _ _ 4. REFER TO SHEET E1.3 FOR MERIDIAN STANDARD LIGHTING DETAILS.
L 1
KEYED NOTES: 0
1. PROVIDE AND INSTALL CITY OF MERIDIAN STREET LIGHTING. SELECT ONE OF THE FOLLOWING
\ MANUFACTURER/MODELS:
• AMERICAN ELECTRIC — ATBM F MVOLT R3 BK P7
• EATON/STREETWORKS — USSL—G—A02—E—D—U—T2—MA—BK-4N7—TH
\ I • PHILLIPS — RFM-160W48LED4K—T—R2M— UNIV—DMG—RCD7—PH9—BK
I
_ EACH LUMINAIRE SHALL BE MOUNTED ON A 35'-0" DAVIT POLE BASED ON CITY OF MERIDIAN STANDARDS.
REFER TO DETAIL T4, SHEET E1.3.
K I I REFER TO THIS SHEET FOR CITY OF MERIDIAN DETAILS. CONFORM TO CITY OF MERIDIAN DIVISION 1100
TRAFFIC SECTION 1102 STREET LIGHTING REQUIREMENTS.
I I 2. PROVIDE AND INSTALL CITY OF MERIDIAN STREET LIGHTING. SELECT ONE OF THE FOLLOWING
I I I I MANUFACTURER/MODELS:
• AMERICAN ELECTRIC — ATBM F MVOLT R3 BK P7
N • EATON/STREETWORKS — USSL—G—A02—E—D—U—T2—MA—BK-4N7—TH
• PHILLIPS — RFM-160W48LED4K—T—R2M— UNIV—DMG—RCD7—PH9—BK
II EACH LUMINAIRE SHALL BE MOUNTED ON A 35'-0" TYPE 1 MAST ARM POLE BASED ON CITY OF
— MERIDIAN STANDARDS. REFER TO DETAIL T1, SHEET E1.3.
J
REFER TO SHEET E1.3 FOR CITY OF MERIDIAN DETAILS. CONFORM TO CITY OF MERIDIAN DIVISION 1100
TRAFFIC SECTION 1102 STREET LIGHTING REQUIREMENTS.
3. ROUTE (1) ADDITIONAL 2-1/2" CO WITH PULLINE FOR FUTURE ACCESSIBILITY UNDER ROADWAY
EXTENSION. PROVIDE ENDCAP ON EACH END.
I
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II II
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II I NO. REVISION/ISSUE DATE
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00 N I CALL 2 BUSINESS DAYS
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— — — — — — — — — — — — — — — — — Phone: 208.871.1502 berry4idaho@gmail.com
3
I . N . 102152521
CV I a-
-/ S
/ - - - - - - - - - - - - - - -
(R11 332.84)
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DC ENGINEERING
6
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/ . /
\ I Phone:208.288.2181 Project: 21 DBY01
N \.
MIDGROVE PLAZA
I -02
1450 E. FRANKLIN RD.
2 MERIDIAN, ID 83642
Q A I \\ \ \`\ I I FINAL PLAT
\�,� i i FIBER OPTIC
\ \� MARKER
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MATCHLI E R
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19007 a
— \ \\� \\` I �I No
DATE
ELECTRICAL SITE PLAN - AREA TWO 2112121 El -20
0
Q 30 0 30 60 90 DRAWN BY CHECKED BY
SCALE: 1"=30'-0" DE RE U
1 2 1 3 1 4 5 6 7 8 9 10 1 11 12 13 1 14 1 15 1 AGENCY REVIEW
M 13'-3"POLE TYPE X Y D E W HOOPS RODS
HOR. DIIM.
11 GA.TAPERED STEEL NO. SIZE LIN. FT NO. SIZE LIN. FT 12" STRAIGHT&
END O.D.OF 2-3/81, L �� MINIMUM ALLOWABLE WIRE SIZES(AWG)' 2 3/8" r�HORIZONTAL
WITH 3°RISE:
TYPE 1 -30' 24" 60" 10Y2" 11" 11Y2" 4 #4 21' 6 #4 36' TYPEICOBRAHEAD TYPE 2-SHOEBOX HISTORICAL O.D. X
VOLTAGE AWG(MIN) VOLTAGE AWG(MIN) VOLTAGE AWG(MIN)
8" -- —1 O O 1— -- 120 4 120 6 120 10
PROVIDE RAIN TYPE 1 -35' 30" 84" 10%" 11" 11Y2" 6 #4 41' 6 #6 39' 208 8 208 NOT ALLOWED 208 10 8" R.
— TIGHT CAP- CTOR 240 10 240 NOT ALLOWED 240 10
MIN.O.D.AT TOP 4" TYPE 2 24" 60" 8" 9" 8" 4 #4 21' 6 #4 27' MODEL SEC 1791 pS OR APPROVED E WIRE EEQUAL
277 NOT ALLOWED 277 NOT ALLOWED 277 NOT ALLOWED
R HISTORICAL 24" 60" 12" 13" N/A 4 #4 21' 6 #4 27' 'MA480 NOTALLOWED 480 NOT ALLOWED 480 NOT ALLOWE
DAVIT 24" 72" 10Y2" 11 5 #4 31'4" 8 #5 44' D
X.RUN LENGTH-2500' 'MAX.RUN LENGTH-1500' 'MAX.RUN LENGTH-1000'
" 11Y2"
'MAX.RUN LENGTHS FROM SERVICE:POINT TO FARTHEST STREET LIGHT BEING SERVED BY
L 6" 5116" ANCHOR BOLT SIZES AND LOCATION THE SYSTEM SHALL NOT EXCEED SPECIFIED DISTANCE
PER MANUFACTURERS
SEE ATTACHMENT 3/4" SPECIF1CATIONS
DETAILS _ LEVELING
L�4VL
CONDUIT LEVELING NEC APPROVED CONNECTOR
5: •• - HEIGHT 4" NUT FOR NEUTRAL WIRE,IF USED
O.D.AT MAST 1 1 MAX.GAP,------- NEC APPROVEDNDI
ARM BASE 1/2"TH ICVC _- __--_ DO NOT GROUT �,;..:.-*.• • : .�. CONNECTOR/BO NG HANDHOLE
3-11/16" GUSSETS _ a:
,�4 1/2"x 6"P.V.C.CONDUIT ARM SHAFT
;1/4" 1/4" SLEEVE-FILL TOP 2"WITH
1�� SEE SCHEDULE o— INSTALL 10 AWG.MIN.WIRE SIZE
SILICONE GROUT - z
J FOR HOOPS AND TYPE 2 AND HISTORICAL SERVICE FROM FUSE CONNECTOR iv URECt
LLI TO VERTICAL BARS POLE BASE DETAIL CABINET SEE MIN.
LLJ ( SEE MIN.ALLOWABLE 5/8" D. x 2•' N
RIGID PLASTIC FOR TYPE 1 J-BOX REQUIRED WITHIN 3 FEET I WIRE SIZES TABLE GUIDE PIN
(n = CONDUIT Y AND OF ANY POLE WHEN DISTANCE
W
= 3-5/8"NC x 1-3/4" H 50 FEET OR GREATER
Q LONG HEX CAP 2-1/2"WIRE ENTRY rL HISTORICAL
TO CABINET OR FUSED J-BOX IS
POINT "X"
SCREWS TAP 45/8 (CHASE EDGES) w Yn"toy" I HANDHOLE[REINFORCED WITH LIGHTS POLE SHAFT
y"NC NO.3 GAUGE RING - CONDUIT HEIGHT 4"
POLE PLATE 3"CLEARANCE m SQ.NUT FOR 1-'1/2"WIDE WELD TO OUTSIDE
= ASSEMBLEDPOINT X
iv GROUND OF POLE COVER OF 11 GAUGE INSTALL JUNCTION �4'- % '•, SECTION
N NEC APPROVED PLATE POWER FUSED BOX 4 a. n• o
COMPANY J-BOX FOR "
GROUNDING i 11 16" x 12 5 16"
GALV.HOLD DOWN SERVICE TYPE 2 / / n
CONNECTOR NUT&WASHER POINT MAX. STREET •'i ':,.e ALIGNMENT SLOT
EOR . LIGHTS �° .`'4 NOTE: �
.. .. •..
2 MIN.TO 4 MAX. 1 „
4"X 6Y2' 3"CLEARANCE THREADS � 1,_ � J I '� ,.' •; SLOT AND GUIDE PIN SHALL
REINFORCED — —L �J BE POSITIONED ON THE TOP
HAND HOLE 2"MAX.GAPS SIDE OF THE POLE AND ARM.
BASE WIDTH"X" DO NOT GROUT f. d1,
MIN. O.D.AT 2"MIN.SCH1.40 1"MIN.SCH.40 2 USLIP JOINT MASTs�>t-
ATTACHMENT DETAILS GALVANIZED Y4" PVC CONDUIT PVC CONDUIT UAR M ATTACHMENT
BASE 8" LEVEL NUT •d'• . .e�T
AND WASHER TYPE 1 AND DAVIT POLE CON DUITNJIRING / 26)¢" R.
BASE DETAIL FOR THE NEXT 4
(DOWNSTREAM) :4 .? •., .
STREET LIGHT IN GENIERAI_ NOTES:
THE SYSTEM
.�,i'�"2 GROUND ROD(Per NEC— „.y- , THICKNESS OF FILLER RING(IF NEEDED)TO 1. MATERIALS AND
SEE BASE DETAILS V! W" • MATCH DIFFERENCE IN TAPERED TUBE
g:=i:;,,. GENERAL NOTES: Article250-Grounding " 4• THICKNESS x11/z"WIDE
CONSTRUCTION SHALL
Bonding Per NEC Article GROUND USE 9 • •'4
1. CONCRETE FOR FOUNDATIONS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE 30-Service) #10Cu MIN. CONFORM TO AASHTO
GENERAL NOTES: STRENGTH OF 3,000 PSI. STANDARD SPECIFICATIONS
E 2. ALL REBAR REINFORCEMENT SHALL HAVE 3"CLEARANCE FROM OUTSIDE OF ,'A•' 135"THK.(10 GnuGE)x3" FOR STRUCTURAL o 0
WIDE BACK-UP RING w Z
CONCRETE FOUNDATION. •• SUPPORTS FOR HIGHWAY m m
NEC APPROVED .4'•-, �'
H 1. MATERIALS AND CONSTRUCTION GROUNDING e j�� SIGNS,LUMINAIRES,AND l o o
3. HOOP SHALL HAVE A 6"LAP LENGTH MINIMUM CONNECTOR / c I�
SHALL CONFORM TO AASHTO "D" NOTES: G TRAFFIC.SIGNALS,5TH � of M a
[
STANDARD SPECIFICATIONS FOR 4. BREAKAWAY BOLTS ARE REQUIRED WHEN ON STATE HIGHWAYS,SEE ITD 1. 4LL BUTT WELDS TO BE GROUND EDITION
l STANDARD DRAWING I-7-C. -LUSH V) c'
Nominal MH L R H ActLlal MH STRUCTURAL SUPPORTS FOR 2. POLE SHAFT =
HIGHWAY SIGNS, LUMINAIRES,AND BQD11A.+Y.4" 5. TYPE 1,TYPE 2 AND DAVIT POLE TO BE PROVIDED WITH METAL,2-PIECE(BASE LEGEND 2. LONGITUDINAL:BUTT WELD BY CONFORM TO ASTM A572
COVER TO MATCH POLE FINISH LEGEND -THE SUBMERGED ARC PROCESS GRADE M TO 60, OR 65
30' 8' 2' 28.5' 30 TRAFFIC SIGNALS, 5TH EDITION 1O EACH PHASE CONDUCTOR SHALL BE FUSED AT EVERY POLE AND SERVICE JUNCTION BOX BY MEANS OF 3. CIRCUMFERENTIAL BUTT WELD
BASEPLATE AND BOLT 6. ALL CONDUIT ELBOWS USED IN CONCRETE BASES SHALL BE RPC IN-LINE CONNECTORS.USE ONLY FAST ACTING FUSES RATED 100K RMS AMPS,600 VAC WITH PERMANENT BACK-UP RING 3. PIPE ON EACH SIDE OF A t
2. POLE SHAFT AND MAST ARM SHALL 6 D.
35' 12' 2.5' 33' 35 PATTERN DETAIL_ 7. STEEL CONDUIT SHALL BE USED TO EXTEND ELBOWS BEYOND FOUNDATION O2 WHEN A SPLICE IS REQUIRED USE SEC MODEL 0791-0 SPLICE KIT,POLARIS SSB 2/0,OR APPROVED EQUAL CIRCUMFERENTIAL WELD O.D.
BE ROUND OR 12-SIDED STEEL AN 118"MINIMUM SLACK LOOP IS REQUIRED IN ALL JUNCTION BOXES SHALL HAVE THE SAME
35' 15' 3' 33' 8. SPARE STUBOUTS SHALL BE TERMINATED WITH A STEEL COUPLING AND PLASTIC SPLICE DETAIL
35.5 3. POLE SHAFT SHALL CONFORM TO PUSH PLUG AT BOTH ENDS O3 IF DISTANCE FROM POWER COMPANY SERVICE POINT TO SERVICE CABINET IS GREATER THAN 10 FEET,A OUTSIDE DIAMETER AT THE '•
FUSED J-BOX SHALL BE INSTALLED WITHIN 10 FEET OF POWER COMPANY SERVICE POINT.DISTANCE FROM WELD SEE DETAIL T2
ASTM A572 GRADE 50 POWER COMPANY SERVICE POINT TO SERVICE CABINET SHALL NOT EXCEED 150 FEET. FOR BASE
G REVISED JUN 2016 REVISED JUL 2018 REVISED JUN 2016
CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. REVISED 2013 CITY OF MERIDIAN STANDARD DRAWING NO.
SUPPLEMENTAL SUPPLEMENTAL DETAILS FOR CITY OF MERIDIAN STANDARD DRAWING NO. SUPPLEMENTAL
SPECIFICATIONS TYPE 1 MAST ARM LUMINAIRE T SPECIFICATIONS i SUPPLEMENTAL WIRING REQUIREMENTS FOR SPECIFICATIONS DAVIT POLE
TO THE IDAHO STANDARDS FOR I 1 TO THE IDAHO STANDARDS FOR STREET LIGHT BASE INSTALLATION T 2 SPECIFICATIONS T TO THE IDAHO STANDARDS FOR T4
PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION TO THE IDAHO STANDARDS FOR STREET LIGHT INSTALLATIONS_ I PUBLIC WORKS CONSTRUCTION
PUBLIC WORKS CONSTRUCTION
3_
F 120/240 V„3-WIRE
BY IDAHO POWER,
READING WINDOW,
%6"THICK UV NEUTRAL LUG I I — LANDING LUG
RESISTANCE LEXAN —
NAMEPLATE 11 —
TEST BYPASS 1 1 I T -T I CONTINUOUS
FACILITY \ 11 I I I I PIANO HINGE METER SOCKET NO. REVISION/ISSUE DATE
1 i
I - u METER SOCKET N AND SUPPORT 3' MIN. BACK OF SIDEWALK
CONTINUOUS NEUTRAL LUG
WITHIN RIGHT-OF-WAY
m
E PIANOHIN13E I Ji r , �1
FOR EXTERIOR ____ PADLOCK HASP I� J I PHOTOCONTROL
F I WINDOW TEST(BYPASS
DOOR AND �5�\ •
TEST SWITCH I LANDING LUGS FACILITY SIDEWALK — SIDEWALK ®� `✓ Gg°
DEAD FRONT PANEL I MOUNTING PANEL I CURB & GUTTER CURB &GUTTER a
Q o I PADLOCK HASP UTILITY AREA
PHOTOELECTRICKnowwiars below.
LATCH�� I LOAD SIDE LIGHTING CONTROL, CONTROL C r
55 'g
N I 15 A, 12O V N IN ADVANCE BEFORE
ALL BUSINESS DAYS
O EXCAVATE FOR THE
LI MAIN BONDING LI PULL AREA v YOU DIG,GRADE,OR
JUMPER
D
MARKING OF
NEUTRAL BUS MAIN BREAKER, UNERGROUND
c t 1 II 100 A,240 V AUTO �/V °moo MEMBER UTILITIES
oN l�iI I� GROUND BUS 1 111 ij /�/21
I
o J, L1 BONDING JUMPER I I L Ll TEST _N
C_ GROUND CLAMPS LIGHTING CIRCUIT
- #1,240 V o
a 2"L— — 2"
FINISHED LIGHTING CIRCUITS,
GALV.ANCHOR GRADE 30 A,240 V-EACH O
II BOLTS,V x 18" II N a
II II 1I II T� I I II ILIGHTING HYDRANT
o SIDEWALK
HYDRANT1 =f �— -CD 1
F IIIIII LOAD III II I
CURB &GUTTER — SIDEWALK cuRe & GUTTER
N 11 3" CONDLIIT— II SERVICE WESTERN CONSULTING
a GROUNDING CONDUIT -N
I
ELECTRODE, F- _I LIGHTING CIRCUIT
GROUP
H #3,240 v Phone: 208.871.1502 berry4idaho@gmail.com
C SERVICE LOAD 5
CONDUIT CONDUIT ' MIN
`o
OL N _ 5' MIN
a FRONT VIEW SIDE VIEW - LIGHTING CIRCUIT
GENERAL NOTES: F -} #4,240V
w 1. AUTO TEST SWITCH SHALL BE 15 A, 120 V
p SERVICE 2. PHOTOELECTRIC CONTROL UNIT;SHALL '10' MIN 2' MIN w
>- ENTRANCE
fl GENERAL NOTES: INCLUDE PHOTOCONTROI_,ASEP.ARATOR:
_ O O CONTACTOR,AND A TEST SWITCH MAIN BONDING _
t 1. MASTER-KEYED PADLOCKS SHALL BE GROUNDING 3. NEUTRAL LUG AND NEUTRAL BUS SHALL JUMPER M D C ENGINEERING
_0 SUPPLIED WITH CABINETS,CONTACT —__ ELECTRODE BE INSULATED FROM THE SERVICE GROUNDING BUS o
B LOCATION Careful listening.Dynamic solutions.
° CITY FOR PADLOCK TYPE. EQUIPMENT ENCLOSURE SECURED TO SERVICE O 9• Y N
EQUIPMENT www.dcengineering.net
6' 2. AN ADDITIONAL GROUNDING \� ; 4. THE LANDING LUG SHALL BE SUITABLE NB ENCLOSURE �- Phone:208.288.2181 Project: 21DBY01
ELECTRODE SHALL BE DRIVEN 6'FROM o LOAD CONDUIT FOR MULTIPLE CONDUCTORS GB WATER METER
6' CABINET AND WIRED TO GROUND BUS. ENTRANCES 5. 2-POLE BREAKERS SHALL BE GANG 3
J ADDITIONAL ELECTRODE SHALL BE OPERATED STREET TREE
HOUSED IN A JUNCTION BOX. V-2" GROUNDING
at ADDITIONAL
L 3. NO SHRUBS OR TREES SHALL BE 6. PRESSURE TYPE TERMINALS SHALL BE ELECTRODE 3
N SUPPLIED AFTER CONTACTORS (IN CABINET GROUNDING
PLANTED WITHIN 10'OF CABINET. FOUNDATION)
a BASE:- FOR SERVICE CABINET I I ELECTRODE MIDGROVE PLAZA
- -
1450 E. FRANKLIN RD.
U REVISED 2013 _ REVISED 2013 _
MERIDIAN, ID 83642 �.
N REVISED JUN 2016
a A CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. FINAL PLAT °
° SUPPLEMENTAL STREET LIGHTING SUPPLEMENTAL STREET LIGHTING SERVICE CITY OF MERIDIAN STANDARD DRAWING NO.
o' SPECIFICATIONS SPECIFICATIONS r1 SUPPLEMENTAL STREET LIGHT 13ASE LOCATIONS
L TO THE IDAHO STANDARDS FOR SERVICE CABINET T,� TO THE IDAHO STANDARDS FOR WIRING D IAG RAM TIC) SPECIFICATIONS o
PUBLIC WORKS CONSTRUCTION VVV PUBLIC WORKS CONSTRUCTION TO THE IDAHO STANDARDS FOR T 8 0
a - PUBLIC WORKS CONSTRUCTION
ELECTRICAL DETAILS
o
N
fl PROJECT SHEET
cV
19007 a
cV
O CV
U DATEcD
2112121 El -3
0)
0
L_ LM
Q DRAWN BY CHECKED BY
DE RE 0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
AGENCY REVIEW