HomeMy WebLinkAbout2497 (1)LEGEND
EXISTING
STREET LIGHT
om, H
EXISTING
MANHOLE
EXISTING
FIRE HYDRANT
(18" W�--
EXISTING
UTILITY LINE
EXISTING
UTILITY POLE
DIRECTION OF DRAINAGE
(99
EXISTING
CONTOUR
9191, 'J'Al
DESIGN CONTOUR
PROPOSED
CURB
PROPOSED
8 CURB & GUTTER
1 P OPIOSED
S TRE E T LIGHT
z.
AND SHALL BE SOL EL Y RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESbL T ING DIRECTLY OR
LIST
OF
ABBREVIATIONS
INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOW ON THESE PLANS."-
4. A PERMIT SHALL BE, OBTA IAED�' FROM THE CITY �OF RANCHOCXAM-liONGA, PUBLICWORKS, ENGINEERING
BS
BOTTOM OF STAIRS FINISH
SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF R4N0q0,,
SURFACE ELEVATION
aXAA06A EASEMENT OR RIGHT-OF-WAY.
BW
BOTTOM OF WALL
5. ALL GRADE STARES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STARES SHALL BE SET
CF
CURB FACE
AT ALL HINGE POINTS EDT OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT
NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER
CB
CURB
AS NEEDED AT WARPED 50, OR VERTICAL CURVE AREAS.
6. ALL S WATER, ELECTRIC, GAS: PHONE OR OTHER UTILITY LATERALS, MAINS, OR C
FL
FLOWLINE
- INE
SHALL BE CONSTRUCTED PRIOR' TO PAVING.
FS
FINISH SURFACE
7. COMPACTION TESTS- OF EMBANKMENT CONSTRUCTION, TRENCH BACWILL.l. COMPACTING ORIGINAL GROW
GB
GRADE BREAK
T
AND ALL S DES SHALL BE PERFORMED AT NO COST TO THE CITY OF RAN O)CAIMUC4. �A WRITTEN
REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
GTR
GUTTER
PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
P H
HIGH POINT
8t AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBU I TT TO THE CITY 'S_--.N3INE , �,
INV.
INVERT ELEV.
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION
OF ASPHALT PAVIAG,
LP
LOW POINT
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY
TB
TOP OF BERM
ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R�MLUE, SIEVE ANALYSIS,,.
AND SAND EQUIVALENT OF AGGREGATE BASE.,
C
TOP OF CURB
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-:VALUE AND PAVEMENT TESTS TAKEN TO
TG
TOP OF GRATE ELEV.
DETERMINE STRUCTURAL SECTIONS,
TF
TOP OF FOOTING ELEVATION
11 WHEN IMPROVEMENTS ARE TO BE PLACED ONNATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL,
TR
TOP OF RETAINING PORTION OF
THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE ,, AV
WALL ELEVATION
ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN
TS
TOP OF STAIRS FINISH SURFACE
THE N4 Ti VE MATERIAL.
ELEVATION
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON St�_
SUB -GRADE, A SOILS STERILANT REGISTERED --BY
TW
TOP OF WALL ELEVATION
THE E.P.A. FOR USE UNDER A. C AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S
RECOMMENDED RATE FOR M FULL PAVEMENT WIDTH PRIOR TO PAVING.
ECR
END OF CURB RETURN
ESTIMATE OF QUANTITIES- IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF 17*E
�B CR
BEGIN CURB RETURN1J.
DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMDETERMINATIONOF CONSTRUCTION QUANTITIES BEFORE
moc
MIDDLE OF CURVE
SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 77�� PLANS WHICH IS NOT SPECIFICALLY LISTED
IN THE ES7IMA7T OF QUANTITIES_ SHALL BE CONSIDERED AS INCLUDED IN THE OTHERPi
0 ll�ARk
POINT OF INTERSECTION
14. STREET SIGNS PER CITY OF RANCHO CUCAA0\GA STANDARD NUMBERS 40 1 -A AND 40 1 -B SHALL BE
CON, S TRUC TED AT EACH INTERSECTION.
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITYFORI T-
CORREUTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REWIRED
PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
Ail
16. WORK, SITE AND EXTERTOR ST_R_'_ORDERLY
STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE,
STATE, 7IRR)GqOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR.
w
17. CONTACT ALL UTILITY COMPANIES AS REWIRED 481 fORS PRIOR TO EXCAVATION. PROVIDED FOR
ARROW Rt
YOUR CONVENIENCE ARE THE FOLLOWING,
,STREET CONSTRUCTION NOTES:
QUANTITIES
(D
CONSTRUCT 5" AC PAVEMENT OVER 6 " A GGRG T E BASE (SEE GENERAL NOTES TES 9 AND 10)
700
SF
CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO 0,UA064 STD PLAN 103
440
SF
CONSTRUCT A2-81 UM &GUTTER: PER CITY OF RANCHO CX4
O
INSTALL 9500 LUMEN LED STREETLIGHT PER SHEETS 3 AND 4
1
EA
O
CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CL0h0\& STD. PLAN 101, TYPE 'C", W=735
I
EA
O
INSTALL STREET TREE PER NOTES AND LEGEND ON SHT 1.
1
EA
Oi
1
SANCUT EXIST. AC TO CLEAN STRAIGHT LINE
1010
LF
O
GRIND EXIST. AC PAVEMENT (0.1' DEPTH x 41 WIDE) & CONSTRt)CT AC OVERLAY
400
SF
Os
RELOCATE EXIST. SIGN. INSTALL R26 SIGN UNDER EXISTING W3-3 SIGN.
1
EA
ENSURE 7 MIN. CLEARANCE TO BOTTOM OF LOWEST SIGN
io
CON57MX T 8 " A. C. BERM
20
LF
tt
PAINT 4 2' SOLID WHITE LINE PER CAtVJTW DETAIL 217B & Cl TY STD 133
110
LF
CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CLUbUG4 STD. PLAN 107-A
1
EA
26
LF
SHEET INDEX
0 DRIC 21015-014 �991
ommommml FIN 1111 UON
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CONSTRUCT 5 A C PA VEMENT MER AGGR63A TE 64SE (SEE GEMRAL A07ES 9 ANO 101),
CONSTRUCT P.C. C. SIDEW4LK PER CITY OF RAN0V CUC4M0NGA STD. PLAN 103
L
..... . ..... .. .. ... ..........
LL
LL
Cc
CONSTRtJCT A,2�8 aRB & GUTTER PER CITY 0, RAAO�O CUCAhVEA STD PLAN 104
Z�05lo 2
U4
116TALL 9:50 LED STREETLIGT PER SHEETS 3 AAC 4
L UYEN
...... .... . .. . . ........ .. . . .. . .... ...
'7
U5
CITY OF RANCHO aLAA06A STD. P TYPE )C?, W=35
AN 10 1
I n 0
NSTALL STREET 77�EE PER NOTES AAV L
... . ... . ...... ..... ....... .. .. ....... ... ..... ... . ........ . .. . ..... .. ....... ........ ..
85%
...... C
U7
E
SAWCUT EXIST. AC TO CLEAN STRAIGHT LIN
1�48%
(0. 1'
GRIND EXIST. AC PA�ACNT DEPTH x 4' WIDE) & CONSTRUCT AC OVERLAY
RELOCATE EXIST. S16N. INSTALL R26 (S)(CA) SIGN LMER EXISTING K3-J SIGN
4, n A
'ES
LEAfMNCE TO BOTTOM OF LOW T SIGIV
EAGURE 7' MIN. C
..... ......... ......... .. ......... ...... ... . . . . ..... ... . ............. ..... . ... ..... ... ... .....
UO
CON A, C. BERM
STRUCT 8"'A
X
E 15,77NIG
f7Nl$MT-,;
SU�-H, E,
FAc�
Ui
PA INT 4 SOL ID NHI TE L ME PER CAMJTCD DETA IL 27B Cl TY STD 133
... . ................ .... ..... ........ .
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..... .. .... .
CONSTRUCT CLR&SIDE DRA IN OUTLET PER Cl TY OF* RANCH0 aCA M S M PLAN, 1017 -A
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PROFILE SCALE
T�6. 9
wnPl 7 1 9n
"I", M
EX.
EYLY
RIW,
EXIST. SIDEWALK U/
CONSTRUC'T A.C. FAVEAWNT OVERLAY
TYPICAL SECTION GRO-VE A VENUE
NO T TO SCALE
Sta. 3+40.56.1to Sta. 44-4-0090
El Y
210: 10 0
SCALE 1 —20
1 4
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al ; � I
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4:0 60
NO-
DESCRIPT10N OF CHANGE
DATE
CITY
APPROVED
Cl�Ty
ol: A:i �N:� A
c 0 cu�c :0 l�G
PLAN VIEW
8591 GROVE. AVENUE
WECA RE DIA L YSIS
ROW 2018
-0:0310
of ESS I 0
APPR0VED
BY.- DA TE S Zb� ts,
-D E <
A:Z: <
CITY EN: INEER SON NVttbK� RCE# 6 7514
Zj Al
DE'S N
L. E. H. As iates: RECOMMENMD
c
NO 445219
SHH
0: "A 91737
5991 Layton Street Alta Loma C ----
IV
DRAWN
11FAX (9049):: 941-4350
(9,09) 94 1-48:
4
c
SHH
OF
2018
:CHECKED
LEH
DRAWING
2491
DA TE OF� LAST REVISION: August 01,
RGE 44,5291 MAY 3:0 20 18
awl Tud F I I ww I A` 1h.011 v I Tw I lkwj *-A: I I %-L-L- I L. A 101 11 A
CONDUI T:
A.
MIN1" COVER !N S71REET OR" PAR Y IS 30'" BEL: Ow GU77ER' GRADE; UNLESS NOTED OT
B.
MINIMUM COVER ON PRIVATE PROPERTY IS 30'7 BELOW FINISHED GRADE, (MESS N07ED 0771ERWny-s- E_
C.
CAP ALL MAINLINE CONDitM AND SERWCE CONDUIT&
D.
INS -TALL BLANK'CONDUT PLUGS IN ALL CONDUITS TE-RAW77NG INTO MULTS, AMNHOLES, PAW 1S.. SOES & ALL',)C4P
LOCAPONS� PER CITY SPEOnCATIOW
E
INSTALL PULL ROPE IN ALL CONDUIT RLINS. PULL ROPE TO BE 3116" P F__ R .ENE OR POLYE7HnENE R
BRAIDED OR TMSIED.
F.
ALL CO, VDIRT MUST BE_ M LED.
AL IWINU CAPI
2. CONDUIT RADIUS REQUIR AE, N
ME M
A.
THE MINIMUM R4 DIUS FOR BENDS ARE
j6` FOR CONDUITS 3' IN! DJAMETER OR SAMLLER
_12
48ff FOR COND07S 47 AND 5" IN DMMETER
601y FOR C0 lTS 6"l IN DZ4METER
B.
THE MINWUM RADIUS FOR ALL SWEEPS OF ALL A4MINE CONDUITS IS 12"-6,e 6JNLE-SS NOTED OTHERMSO.
3. EXCAtOTION
AND 5ACkT7LL.-
A.
WORK ARE4 StALL fit CLEARED AND ROUGH G94DED TO 140NIN 41ff OF FIN4L GfMDE PRIOR TO HVSMLLA::77ON -OF
CITY CONDUIT OR STRUCRJRES.
B.
ALL E__XCA!mT1ONS` SMLL BE IN ACCORDANCE MTH 71qE C4LWDRNA STATE CONSTRUC77ON 5AFFTY ORDERS"01
.... ... .
At�RAdLt),j UIT ANU ALL UUVL�� LOU L ORVMN(;Lo!5.
C. EACH 7RENCH TO BE A UWORM DEPTH BELO*` FN4L GR4DE PRIOR TO WSIALLAIM OF C/TX CONDIRT OR
STRUC7URa
__O_NS AND ShALL INCLUDE CR' ""ROCK
D. BACKFILL ShAL,L BE PR ED BY THE CON7R4CTOR FOR ALL EXCAkATI
CONCRETE ANDIOR IMPORKTED BACKFILL, W-HEN RE
E a4CKT7LL WITH A MINIMUM OF ONE SACK PER YARD: SAND CEMENT SLURRY AROUND ANID, OIER MAtXTS`-AND
Q
MANHOLES AND AROUND PMH`as S W7H/N ONE FOOT OF F GRADE. w
M 'k
z
F. BACRT7LL ShALL A4MEDMITLY FOLLOW SUBS7RUCTURE /NS7ALL-AWM AT NO 77ME ShALL CABLE BEF LEFT EXP6SED U, J,
OVER 24 HOURS. 0
G. NO ROCKS ARE ALLOW-D W77MN 12" OF DIRECT�BURIO CABLES OR ANY CONDUIT WIT�MT CONCRETE
ENCASEAENT, 10TIVE a4CK`F_ 112'" SCREX PLACE MdPOR7ED S4ND J" BELOlff-,AW
XL DOES NOT PASS 774ROUGH A
12" ABOVE CITY CABLERAFTER THIS POINT N
NO! ROCKS LARGER ThA 12" IN DI M, ARE PERMITTED.
H. ALL 5ACKFXL ShALL BE COMR4CTED TO MEET OR EX= LOCAL ORDW4NCES OR 0!7�� REQUIREMEN7a ./T SMLL'`
BE PLACED IN A U4NNER 7hAT WZLL NOT DAAAGE THE CONDUIT OR StWTRUC7UREALLOW fVTURE
SUBSIDENCE OF 774E TRENCH OR SMCR)REa
4. PA ONG: z
z
W74ERE REQUIREA SMLL BE PLACED IN SUCH A M4NNER TWT INT W774 TNFTK INC
-7 FIN PHOTOCELL
ARM LENGTH
F SthV 1ECH ELL -12-4
(SEE TABLE)
OFTIONAL BANNER 30"w X 80:H WITH
AMERON: BWNER S R BRACKET.
L
M3, Y P-)
CATALOG NUBER BASPI
UMITED TO ONE PER POLE AND ONILY
ON 28 POLES
MAX
Alf
36"X36 OPTIOML TRAFFIC
SIGN)(S),, PER CITY STM
401-8
OPTION STIREEU NAME
'14% PER CITY STD.
401 —8
erg NOTE:
1 INMLL RANCHO CUCAMONGA
a g -�U r_- CM4-4,A] t &A al I A,,1AP%11,w,-. A
Inv
r Koo
cw7R4CM RESPONSaE
apftl rdn:,fbrQm'W,t -
to this ple edgge
3"'w Clear
t 24"
8-5 MPH I w, am
Too wwd or pooft
6
6-0 Ewd,11
ly
v4dw8dro
I
TS
0
---I r
PE
m
ml
INTERIGIR VIEW
F WER PR: DUlCTS ml JNC 1909-9123-181
219::5 0 E. PHILADELPMA ST, 0: TAIRID CA 91761-8545
G
C:AT. NO, H�EU16A-310-_M200 (MOD)
N
SEE DRAWT 6 51005381 FOR WIRING DIAGRAM
1210/ 24 0 v o 3 w 210"O AMP S
UTILITY ---- - 191K
AIC
DISTRIBUTOR
-ANIXTER
CONTRACTOR
FINISH C13 1JR EJ LT, EEN R
El WHI TE El DK. GREEN
OTHER RAW ALU NUM
STATE INSPECTION RE:19UIRED 0 YES 0 NO
31 U1, LABEL
IN11USTRIAL CONTROL
E3 CABINET & BOXES
NAMEPLATES ED BREAKER LD,
PHE N 0L I C 0 CONTRACT NO�,
LDCAT11EIN:
POWER POLE NU
PHOTOCELL REQUIRED 0 YES 0 :NO PHOTOCELL PROVISILINs r YES 10:1-0
N
M R TERED UNDERGROUND SERVICE PEDEST L
YEI S UNME
iR NEMA 3' CON -STAINLESS STEEL HARDWARE
HINGED
;n ALUMINUM #5052
PAj)LOCKABLE, a, LUG -ON: INTERIOR WILL ACCEPT BRYANT l G
D11DOIR 1-1ASP
I, MURRAY WEST OR AM S W' C/B
1 ALL FACTORY WIRING CODE GAUGE COPPER CONDUCTORS WITH 6001V INSULATION
SERVIC: TERMINATIONS :NO, 6 AWG TO 250 MCM CU/AL
MIATERIAL LIST
NO, DESCRIPTI,"ON QLTY AMP: POLE::
KAIC
MYERS P/N
MAI BREAKER 1 2 2 i 10K BJE2
00
GaI174
H1N:rGED
[k I ry
E m:
REIAll I LANDING D: TAIL, COVER RE: UVED
FOR B:ASE DETAIL SEE SHEET FD-1617
1004[
MOUNTUNG: FREES- NID NG VOLTAGE,,,- 240 BUS RAITING.
RA C: TED
TYPE-, SERVICEPEDE'S L (UN METERED LS- 2): PHASE: 1. A11C.
113,UTI R ON 12,, 1, -3 DIST 2
ENCLOSURE: NEMA 3-R (STAINLESS STEEL) WI iES&
A :P M - 200A/ 27.
OTI
R N,0TE TRIIP CKT
CKT T1
i -S.
TRIP E j 0 N DESCRUP A B DBC ]PT10N
OG: CONTROt WIRE 1 20A/lp 2
1 MAIN BREAKER OJ it'!
... .. .....
V200
3
4 24O. 0.00 6,00
5 STREET, LIGHTING 20A/1P 1 0.361 01*00! 6
7 0.001: 00 00
00:
9 0.001 0.: 10
11 O.Do:: 0.00 12,
AMPS PER LINE.- 1.31- 0.00
S 70T AL K 0.16 UBT VA 0. 16 KVA @ 125%: LCQ
0.851 0.20
-S, KVA: TOTAL FEEDER)
N T07AL M1 IM-4UMFEEDER SIZE (AMP
NDTESO�
P` 0 0TOCEL-L, CONTRACTOR, AND TEST SWITCH AS REQUI;
FACTURER TO PROV, DE 'ELL. MIANU TO, I-C: BYP 0
OL
E
DATE
At
0 L
APPROVED BY:
4, --"E# 67514
CITY ENGINEER Y R(
JASON WEL,DA
Z
RECOM
aMENDED
tes
NO. 445219 rn, DESIGN L. E. H. Assiolci
m
SHH
5990 Layton Street Alta Lorna CA 91737
(9�oLq) 9:41-4817FAX (909)-4350
DRAWN
_1 IVI
IvV
SHH
OF, W-
OF
0.
CHE G K -ED DRAWING �N.
G �MAY 30 DA 21018 TE OF LAST REVISTON: August 0: 1, 210 18 LEH R � 4-4 - 529
NINE OMNI I _111101 I 111m
-7 FIN PHOTOCELL
ARM LENGTH
F SthV 1ECH ELL -12-4
(SEE TABLE)
OFTIONAL BANNER 30"w X 80:H WITH
AMERON: BWNER S R BRACKET.
L
M3, Y P-)
CATALOG NUBER BASPI
UMITED TO ONE PER POLE AND ONILY
ON 28 POLES
MAX
Alf
36"X36 OPTIOML TRAFFIC
SIGN)(S),, PER CITY STM
401-8
OPTION STIREEU NAME
'14% PER CITY STD.
401 —8
erg NOTE:
1 INMLL RANCHO CUCAMONGA
a g -�U r_- CM4-4,A] t &A al I A,,1AP%11,w,-. A
Inv
r Koo
cw7R4CM RESPONSaE
apftl rdn:,fbrQm'W,t -
to this ple edgge
3"'w Clear
t 24"
8-5 MPH I w, am
Too wwd or pooft
6
6-0 Ewd,11
ly
v4dw8dro
I
TS
0
---I r
PE
m
ml
INTERIGIR VIEW
F WER PR: DUlCTS ml JNC 1909-9123-181
219::5 0 E. PHILADELPMA ST, 0: TAIRID CA 91761-8545
G
C:AT. NO, H�EU16A-310-_M200 (MOD)
N
SEE DRAWT 6 51005381 FOR WIRING DIAGRAM
1210/ 24 0 v o 3 w 210"O AMP S
UTILITY ---- - 191K
AIC
DISTRIBUTOR
-ANIXTER
CONTRACTOR
FINISH C13 1JR EJ LT, EEN R
El WHI TE El DK. GREEN
OTHER RAW ALU NUM
STATE INSPECTION RE:19UIRED 0 YES 0 NO
31 U1, LABEL
IN11USTRIAL CONTROL
E3 CABINET & BOXES
NAMEPLATES ED BREAKER LD,
PHE N 0L I C 0 CONTRACT NO�,
LDCAT11EIN:
POWER POLE NU
PHOTOCELL REQUIRED 0 YES 0 :NO PHOTOCELL PROVISILINs r YES 10:1-0
N
M R TERED UNDERGROUND SERVICE PEDEST L
YEI S UNME
iR NEMA 3' CON -STAINLESS STEEL HARDWARE
HINGED
;n ALUMINUM #5052
PAj)LOCKABLE, a, LUG -ON: INTERIOR WILL ACCEPT BRYANT l G
D11DOIR 1-1ASP
I, MURRAY WEST OR AM S W' C/B
1 ALL FACTORY WIRING CODE GAUGE COPPER CONDUCTORS WITH 6001V INSULATION
SERVIC: TERMINATIONS :NO, 6 AWG TO 250 MCM CU/AL
MIATERIAL LIST
NO, DESCRIPTI,"ON QLTY AMP: POLE::
KAIC
MYERS P/N
MAI BREAKER 1 2 2 i 10K BJE2
00
GaI174
H1N:rGED
[k I ry
E m:
REIAll I LANDING D: TAIL, COVER RE: UVED
FOR B:ASE DETAIL SEE SHEET FD-1617
1004[
MOUNTUNG: FREES- NID NG VOLTAGE,,,- 240 BUS RAITING.
RA C: TED
TYPE-, SERVICEPEDE'S L (UN METERED LS- 2): PHASE: 1. A11C.
113,UTI R ON 12,, 1, -3 DIST 2
ENCLOSURE: NEMA 3-R (STAINLESS STEEL) WI iES&
A :P M - 200A/ 27.
OTI
R N,0TE TRIIP CKT
CKT T1
i -S.
TRIP E j 0 N DESCRUP A B DBC ]PT10N
OG: CONTROt WIRE 1 20A/lp 2
1 MAIN BREAKER OJ it'!
... .. .....
V200
3
4 24O. 0.00 6,00
5 STREET, LIGHTING 20A/1P 1 0.361 01*00! 6
7 0.001: 00 00
00:
9 0.001 0.: 10
11 O.Do:: 0.00 12,
AMPS PER LINE.- 1.31- 0.00
S 70T AL K 0.16 UBT VA 0. 16 KVA @ 125%: LCQ
0.851 0.20
-S, KVA: TOTAL FEEDER)
N T07AL M1 IM-4UMFEEDER SIZE (AMP
NDTESO�
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