HomeMy WebLinkAbout0011 POWER UTILITY GENERAL NOTES:
MYERS CO. MEUG20X-S-M100 A. UTILITY POINTS OF SERVICE AND WORK/MATERIAL SHOWN ARE BASED ON -
STAINLESS STEEL ENCLOSURE UNDERGROUND PRELIMINARY INFORMATION ONLY BY THE UTILITY COMPANIES AND ARE FOR
ALLOW 36" SERVICE PEDESTAL (100A, 120/24OV, 10, 3W) PANEL " MPA BID PURPOSES ONLY.
SPECIAL NOTES: WORKING CLEARANCE -
BEHIND PEDESTAL 20" 17 1/4" MOUNTING RECESSED DOUBLE LUG NO VOLTS 1 240 MAIN 60A B. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR SHALL
A. ALL PANEL INDEX CARDS TO MATCH EXACT FIELD INSTALLATION (AS-BUILT) CONDITIONS. .r--------- - NEMA 3R €S 200% NEUTRAL ,NQ PHASE ., BUS 1m EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO
PROVIDE CORRECT" PANEL SCHEDULE INSIDE PANEL WITH CORRECT CIRCUITS, / ' VOID EXISTING DUCTS, PIPING OR CONDUITS, ETC., AND TO PREVENT HAZARD
i' : FEEDTHRU NQ I/GBUS NO WIRE a A.I.C.AC 42.000 TO PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND OF UTILITIES OR
ELECTRICAL LOADS AND FEEDER SIZE AND WIRE TYPE TO PANEL (LE.: 2" C. 4 # 3/0 + �' If- HINGED HOOD - STRUCTURES WHETTER OR NOT SHOWN OR INSTALLED BY ANY OTHER
1 # 6 G. COPPER/THHN/THWN.) ___r;________ij I WITH PADLOCK N L C K R M B C C 8 M R K C L N CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF
METER READING WINDOW - l l
B. ALL PANEL INDEX CARDS TO BE CLEARLY IDENTIFIED PER 2013 CEC ART. 408.4. IN DEMAND RESET COVER l '�'��\ li i HASP 0 T 0 1 E I K I I K I E 1 O T O UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR
HINGED PADLOCKABLE ' — T LOCATION G N T C S R R R R S C T N G LOCATION T DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL
,
C. EACH MULTIWIRE BRANCH CIRCUIT MULTIPLE CIRCUITS SHARING SAME NEUTRAL SHALL ' �� E IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS
AND SEALABLE t — _� E V P C C C C P V
HAVE A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNDERGROUND CONDUCTORS AT � r`=— S A g A g S BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE
THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES PER NEC 210.4(9). THIS IS TO BE
REMOVEABLE UTILITY I I SUMP PUMP 1920 1 30Ji 1 2 20/t SPARE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY.
ACHIEVED BY COMMON TRIP 2-POLE OR 3-POLE CIRCUIT BREAKERS OR SINGLE-POLE ACCESS PANEL WITH ��� CONTROL 288 1 20/1 3 - 4 20M SPARE C. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND
CIRCUIT BREAKERS WITH AN IDENTIFIED HANDHOLE TIE PER NEC 240.15(8)(1). TIE WIRES _ NAME PLATE EXACT WORK/MATERIAL REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY
PAD LOCK L-- ----- 7-1 SPACE 5 6 SPACE
INSIDE PANEL, GROUPING SAME CIRCUIT WIRES PER 2013 CEC 210.4(D). i-i.- _------ �. PHOTO CELL _ SPACE 7 8 SPACE ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH
D. ALL PANEL BOARDS TO BE 'DOOR IN DOOR' TYPE. LOAD CENTER � k� WINDOW SPACE 1 9 10 SPACE AND INSTALL ALL CONDUIT, PULL WIRES, CABLES, PULL BOXES, CONCRETE
SEE PANEL ,�:, IF _� I , SPACE 11 12 SPACE ENCASEMENT OF CONDUIT (IF REQUIRED). TRANSFORMER PAD, BARRIERS,
E. ALL PLUG-IN OUTLET DEVICES WITH GROUND OUTLET SHALL HAVE GROUND CONNECTION SCHEDULE ' ' ' 'l T - l ' POLE RISERS, TRENCHING, BACKFILL, AND INCLUDE ALL UTILITY REQUIREMENTS -
AT. TOP OF DEVICE + 15" TO CENTER OF TOP OUTLET. '' , ,, , „ 48" A= t920 B= 288
k' , q i TIME CLOCK TOTAL VA= 2208 W/LCL= 2688 AMP S= 11 TOTAL LCL= 1920 X .25 = 480 IN SCOPE OF WORK.
F. CONTRACTOR SHALL NOT INSTALL MORE WIRES IN A CONDUIT THAN SHOWN ON PLANS. , i ---icy---�i i LATCH HIGH PHASE VA= 1920 WILCL- 2400 HIGH PHAMPS= 20 HIGH PHASE LCL= 1920 X .25 = 480 D. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF METER PANEL TO UTILITY CO.
HINGED DOOR t ' , , �' ' PADLOCKABLE
NUMBER OF WIRES IN A CONDUIT ARE BASED ON DE-RATING VALUES IN CEC 210,4(D). �,, � , ,, l FOR UTILITY CO. APPROVAL PRIOR TO ORDERING AND INSTALLATION OF METER
IF CONTRACTOR ELIMINATES VARIOUS CONDUITS SHOWN ON PLANS AND INSTALLS USER SECTION 1, , �_ i �, ' - PANEL, .-
h -, -, ---------�1 I CUSTOMER
ADDITIONAL WIRES W A CONDUIT WITHOUT PRIOR APPROVAL THE WIRING WILL BE ', , , i
CORRECTED AT CONTRACTOR COST. PAP MOUNTING i1 —I--I --R__R____4 I SECTION E. CALL "UNDERGROUND ALERT" BEFORE YOU DIG
BASE L___`-`r PROVIDE DRIVEN GROUND SOUTHERN CALIFORNIA: 1-800-227-2800
G. ALL OVER CURRENT PROTECTION DEVICES (CIRCUIT BREAKERS, SWITCHES) SHALL BE U.L. I ' -1H -+I A `�` ROD PER ARTICLE 250.52(A)(5) -
LISTED FOR 75' C. I F. POWER COMPANY:
OF THE 2008 N.E.C. MWD NOTE:
H. ALL WIRE 600V RATED. (THHN/THWN) COPPER. NO ALUMINUM WIRE ALLOWED L,il ± " � ' " CONTRACTOR TO NOTIFY MWD AT LEAST TWO SCE
RENTERIA
u' FINISHED GRADE WORKING DAYS PRIOR TO STARTING ANY
I. ALL BRANCH CIRCUIT JUNCTION BOXES TO COMPLY WITH THE 2013 CEC 314.16(A) FOR S � � (951) 249-8360
SIZE RELATED TO NUMBER OF WIRES INSIDE THE JUNCTION BOX. WORK IN THE VICINITY OF MWD FACILITIES
AT (951) 926-5853 ATTN: DARWIN POTTER.
J. CONTRACTOR SHALL SEND SWITCHBOARD/METER SHOP DRAWING TO POWER CO.REPRESENTATIVE FOR APPROVAL BY POWER CO. AND CONFIRMATION THAT SWITCH GEAR 24" �`i__il ii_y4__-______� BRANCH CIRCUITS
COMPLIES WITH POWER CO. REGULATIONS. i J (. i i _��- ENTRY SECTION PLAN NOTES
��G--------
K. ALL WORK SHALL COMPLY WITH 2O13 CALIFORNIA ELECTRICAL CODE AND ALL PROPOSED 60A, 120/240V, 1�, 3W NEMA 3R METER PEDESTAL 'MPA' LOCATION.
MANUFACTURERS INSTALLATION REQUIREMENTS. ALL MATERIALS , SHALL BE NEW AND U.L. - 3" C.O. .PVC SCH-40 -]~" TWO 1" C.O. STUB OUTS 12" 2 TWO 120V. 1#, 1/2 HP, SUMP PUMPS AS SPECIFIED AND PROVIDED BY PUMP
LISTED. (24" BELOW GRADE) FROM BACKSIDE OF PEDESTAL MANUFACTURER. REFER TO PUMP MANUFACTURER DRAWINGS,
L ALL CIRCUIT BREAKERS TO BE 'BOLT ON' TYPE. TO UTILITY CO. AND CAPPED
STUB-OUT. SEE SITE ELECTRICAL CONTRACTOR SHALL PROVIDE 3O+" C. WITH 2 #10 (PUMPS CIRCUIT MPA-1) + 2 #12 (CONTROL CIRCUIT MPA-3)
M. CONTRACTOR SHALL MAINTAIN TWO MARKED REDLINED SETS OF ELECTRICAL IN A CLEAR, PLANS + t #10 G.
LEGIBLE MANNER OF THE ELECTRICAL PLANS MARKED "AS-BUILT" AND PROVIDE TO CONCRETE FOUNDATION QUIRE LBSENT ® 28 DAYS) -
OWNER (ENGINEER) INDICATING ALL AS-BUILT REVISIONS WITH ALL CHANGES/ADDITIONS AS SHOWN AND PER REQUIREMENTS OF MYERS CO. VERIFY ONEW MPA PROVIDE AND TRENCH ONE 3" C.O. FROM THE NEW SCE HADHOLE TO
CLEARLY SHOWN. PLANS TO BE NOTED IN LOWER RIGHT CORNER OF EACH SHEET: EXACT SIZE N. FOUNDATION (HALL WITH A MIN PRIOR
"AS-BUILT PLANS" (WITH DATE AND CONTRACTOR'S NAME, ADDRESS, PHONE NUMBER AND - TP ROUGH-IN. FOUNDATION SHALL HAVE A MINIMUM DO UG TO PROVIDE AND INSTALL NEW 17"FOR FINAL
SCE HACTIONS PER SCE DETAIL
SIGNED), NO EXCEPTIONS. DEPTH OF 12" OWNER/LANDSCAPE ARCHITECT TO ON HP 205." COORDINATE WITH SCE FOR FINAL CONNECTIONS AND HAND HOLEVERIFY EXACT PEDESTAL LOCATION IN FIELD PRIOR - CONDUIT ENTRY. -
N. ALL UNDERGROUND CONDUIT 90' RISERS AND BENDS SHALL BE PVC SCH. 80 CONDUIT. TO ANY WORK. -
WHERE PVC SCH. 40 CONDUITS CONNECT TO PVC SCH. 80 CONDUITS (BENDS AND 6O ALL STREET, SIDEWALK OR DRIVEWAY CROSSING/TRENCHING TO BE PROTECTED,
RISERS) THE PVC SCH. 80 SHALL BE INCREASED ONE STANDARD CONDUIT SIZE FROM - - e PATCHED AND REPAIRED ACCORDING TO CITY REQUIREMENTS.
PVC SCH. 4o srzE. METER PEDESTAL MPA 7 2" C. WITH 2 #10 (PUMP) + 2 #10 (PUMP) + 8 #14 (LEVEL SWITCHES) + 1
B OLD TOWN FRONT STREET (D#10 G.
(LE.: 1/2" SCH. 40 TO BE 3/4' SCH, 80; 3/4" SCH. 40 TO BE 1" SCH. 80, 1" SCH. - N.T.S. r 3 ; ,
40 TO BE 1 1/4" SCH. 80; t 1/4" SCH. 40 TO BE 1 1/2" SCH. 80; 1 1/2" SCH. 40 '" > ' I ` ' f,
,, , *� I• ¢ 8 CONCRETE PULL BOX. CHRISTY N16 OR EQUAL.
TO BE 2" SCH. 80; 2" SCH. 40 TO BE 2 1/2" SCH. 80; 2 1/2" SCH. 40 TO BE 3" 9 CONCRETE PULL BOX WITH TRAFFIC LID. CHRISTY Nib OR EQUAL
SCH. 80: / / -
3" SCH. 40 TO BE 3 1 2" SCH. 80: 3 1 2` SCH. 40 TO BE 4" SCH. 80; 4" 10 EXISTING SCE POWER POLE #4165516E TO RECEIVE NEW SCE TRANSFORMER.
SCH. 40 TO BE 4" SCH 80 (OR RGS WRAPPED PER SPECIFICATIONS). 1 i _ ✓ ¢ '� 1 f , 'T ' ' ' ' "' 3 C 0 RISER SWEEP FROM NEW
E.C. TO INSTALL ONE HADHOLE
x f i II ' `" ^' SCE POWER POLE. "
C.O. TO BOTTOM OF
} �� }`v 12 SUMP PUMPS CONTROL PANEL AND RAIN SWITCH AS SPECIFIED AND PROVIDED BY
R REFER TO PUMP MANUFACTURER DRAWINGS FOR MOUNTING
_ AND INSTALLATION.
.
. .... ._ LL ..y..._ .. .._..._.._.. I 3.3 ; p r = I f 1?S 'sq 13 TWO 1Y2- C.O. SPARE.
TRENCH WIDTH AND DEPTH TO BE ADJUSTED ._.._.,�.._... -' ._.,..._.._,__..., .,. .. ........... .....__. ,......... r .............._. . _ 7 r �7.-.y �,. �t
..........
FINISH GRADE FOR ALL POWER CONDUITS, COMMUNICATIONS DATA -•�^- ....EI: 1 3 `zs � ' ' L'� + Y i i L:
CONDUITS AND OTHER TRADES (PIPING, ETC.)/ I �' , �"� - - �' 1k - .Ac` 14 #12 G. FROM PUMP CONTROLLER#PAN10 ELUTO LPULL BOX. CONNECTIONSLEVEL IHT) + i
' 1 x ;4 �� a,.✓ 4.� R 'i Ate— - , � , }#i T- CONTROLLER PANEL PER MANUFACTURER REQUIREMENTS. REFER TO PUMP
' �11 , _ ..... _.,__ ... l j t i ' } .,. MANUFACTURERDRAWING .
..... . ....-c ______.._ _...._. _.. , .. .... `f WS + 2 #10 (PUMP) + 8 #14 (LEVEL SWITCHES + 1
NATIVE OR IMPORTED SOIL -- -
. _._... __....-. ( _... �t' ; , I � 75 2" C WITH 2 #10 (PUMP) )
TO 90R RELATIVE DENSITY " : ."s MINIMUM 24" TO �( -"-""'"""""""-A- _ ` F l ,_ 1- L,.„„� „ -„-. ,,,m;�„" a !\ - # LILT.. CONNECTIONS TO PUMPS AND LEVEL SWITCHES
TOP OF CONDUITS .__ - - -?'�-- "" - `" '�- ._ ' -"m "" "'- -'� ""•' .YI i -__- � - - i .....-t i; ' , ' ; ' ' < 77 PER MANUFACTURER REQUIREMENTS. REFER TO PUMP MANUFACTURER DRAWINGS.
TAP ..,. - ."•._ ,t. _ .. -.... MWD. .LINE _._. ...... ..: ..._ . , ._..._. .. . . ... ,. __. ...., _ t .._ , . s. . _€.i, .. . .. ._ ..1 , t ....
' ' " -'''""` -"` " ,rj '" ` , J i ;5` 16 NEW PUMP CONDUIT CROSSING AT EXISTING MWD LINE IS TO BE 72" MINIMUM
UNDERGROUND WIRING E - ;
n "CAUTION—ELECTRICAL LINE - =- POWER CONDUITS .'- � �... _ ......_ ...__. ....... ......._ ___ - .. ' ..
_' ^"^'- �,'"., . ....... . < _..::_ °` , ' {.. .._j_. BELOW GRADE AND AT LEAST 15" ON EITHER SIDE SO AS TO RUN UNDER MWD
`o .... r t PER PLANS ,. _._. ...... ......-. .. -... ...-..... .. _.,., ..-.. .._-._ PROVIDE AT 7 6 "'� fir.".. f e. , , I 7 ; LINE AND P LEAST A 12" GAP BETWEEN EXISTING MWD LINE NEW PUMP
BURIED BELOW" AS -_%r_'._ ;[;5'•:.--... •- - ___..".. ; ,-ry 7 6 •fff"'. ... " _.-.- _. I , 3 `.eti
DISTRIBUTED BY SETON NAME 12• COMMUNICATION/DATA """'""^''^^ - .�' _
,.�. CONDUIT.
- !, j
PLATE CORP. OR EQUAL '- + ,
48" I'—'I' CONDUITS TO 8E MINIMUM "MPA" '`-----_,--- - '< . ._ ,_„ .. , 7 6 # fT-- _..,..,;, 5 1 � . 17 A FIVE FOOT MINIMUM HORIZONTAL SEPARATION MUST BE MAINTAINED FROM THE
m
SCE PRIMARY OR SECONDARY CONDUITS O O O O OO 12" FROM POWER CONDUITS ! 15 9 17 `-= .' �} -'-""' ^.r-m:"' ^„--,;---. '^^?-�'^ ! T,.,,�' i j "( ' # '-tl ,} `t�)�„„ EDGES OF THE MWD LINE AND THE OUTER EDGE OF THE PULL BOX.
o (3-) QUANTITY AS SHOWN ON PLANS. � ,..._." �" � r =_ `y �;- -----: . ..._' "'" ' , + , , .. .�.z 1 ° ``�
VERIFY QUANTITY, DEPTH AND
''¢¢
INSTALLATION WITH SCE ::.. .... :.. -- -- .....—..•1' . .,._,-.._ .._ - .,- - - _.._,_,.... ... ........ ....... _ . . ..._ _ _. _....,. , , S 3 4` C. 1 2 CU. TO COLD WATER
o ALL UNDERGROUND CONDUITS CONDUIT SPACERS - MWD LINE 17 9 ^- -- - _-_• ._ T 'J t id'L WITCHBOARD / #
v PVC SCH, G UNLESS NOTED (SADDLES) - TYPICAL 16 9 17 -,.,, .__ \� f f te a? L GROUND BUS
1 I l E p, , , i Fl 250-52(A)(i ), IF WITH-IN
OTHERWISE ON PLANS 4' IMPORTED SAD/GRAVEL BEDDING - `"I :
W/0.5 MAX. AND S.E.- 30 OR ....-,� „iC`"e' tl-:e- - i t I i. BONDING JUMPER 1 #3/0 1" C. 1 #3/0 CU. GROUND
'h TYPICAL i _.._ ... _ ___ _ _._,. _._._. _. ....... ......_ ._.,.. �[ ' - --ems , -,
g 3" 2 3 - GREATER. 90% :- !" " . � _ , ,l , z� (IF REQUIRED)
_ _..,.- , . .- _ „�. CHRISTY F8 GROUND ROD
^� THIS DETAIL TO VARY PER EXACT SITE '-- .,.._... _.-._ .._.�:. -_...._ ^.-._ _.u..- _ --' -� -- _.:.._ -. _,_ �.. .y.1
REQUIREMENTS AND CONDUIT INSTALLATION -- -"`" .�'`%%- _.__ -.-`- -_ I :` 2 z {x t j� ;,�_^ BOX 3WITH LID 8-t/4"D X
i __
a o---- _4 /
o ....�✓rr• --� FINISHED GRADE
ELECTRICAL TRENCH DETAIL -
_,- ._.._. __ _ I
- _ ...,._...,- MPA-1.3 3 13 i T""" ''. .
r` � x} 1 i
N.T.S. C l 6 K "
S`g `
w - t? (''"� GROUND CLAMP WIRE ^`
0k 'f0 GROUND ROD
f " � _ i I If III IEl I _ ! 1_
r ,N i s I-�- , ?. t o ( s.--.-[ s 1;.-. 8" DIAMETER CLAY
UTILITY INFORMATION SHOWN BASED ON SCE trc, P > < {`.�:- I '....._I : —" I I-_,I I I-•---I I '••--•' I I-^-' i ----1 I -i I I----i I Lw' SOIL PIPE FILL WITH
DRAWING NO. 538166_0,01. E.C. TO OBTAIN 7 "` , 1 x ti CRUSHED ROCK AND i
LATEST SCE DRAWINGS FOR EXACT UTILITY '` COPPER SULFATE
'�'- REQUIREMENTS. ��v TEST GROUNDS SYSTEM TO COMPLY WITH ,
.y - 2011 NEC 250-52(5), 250-53(B) AND (C)
BOND ALL SECTIONS OF PANEL. 1/2" CIA. X 8'-O" :1.
UNDERGROUND SERVICE ALERT OPTIONAL GROUND ROD: LONG COPPER ti
w IF 25 OHMS RESISTANCE TO GROUND NOT GROUND ROD
n� OBTAINED BY FIRST GROUND ROD THEN a...
Nil'i ea OLD TOWN FRONT STREET 0
ADD WELL AND ROD AS
REQUIRED PER 201COND 11DNEC, ARTICLE 25 56 fi
a CALL: TOLL FREE
E 1-800-227-2600 TYPICAL GROUND ROD DETAIL
ELECTRICAL SITE PLA� N.T.S. D
o TWO WORKING DAYS BEFORE YOU DIG 1� 20 A DESIGN DATE 15_g39m
REIDCORP ENG0iEE7tING PROJECT N0.:13-808-2395 a"'
o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK a„ CONC ELECTRICAL ENGINEERS RECOMMENDED BY: DA Drowln No. L
" SCALE pEc° ""'� ;?272aunfeC bk Mve. Still. 2000 AMER TTAR CITY 0 F TE M E C U L A DEPARTMENT OF PUBLIC WORKS ,
J-63 - AT TEMECULA, ON MAIN STREET, 100 FEET SOUTH AND ACROSS ,v a tea,, Laguna Hills, CA 92654 `
£ CONTRACTOR BANK BUILDING, SET VERTICALLY THE THE FORMER
CONCRETE NA WALL, 1.5 HORIZONTAL " I 762-1®®�C(949) 752-1287 PRINCIPAL ENGINEER -�
w z�3+ {t(` tz M_ ) ,,// A OLD TOWN FRONT STREET PAVEMENT & E_ '�
,"_ FEET NORTHWEST OF THE EAST CORNER OF A Doan COLUMN AT THE AS SHOWN P%V341H,. PREPARED BY: ACCEPTED BY: '7� � N� DATE:{[ DRAINAGE REHABILITATION PROJECT ffi"
m INSPECTOR EAST CORNER OF THE BUILDING, 23 FEET ABOVE THE FIRST CONCRETE F- TT140MAS W. GAR A s
ENTRANCE STEP, AND ABOUT 2.5 FEET HIGHER THAN THE STREET, ASTEP, AND ABOUT 2S FEET HIGHER THAN THE STREET, A `P PW12-14 & PW12-9
o VERTICAL ra J�c,xur: �`v< THOMAS E. HARTMAV DATE. DIRECTOR OF PUBLIC WORKS CITY ENGINEER
;,; ;;:
STANDARD BRASS DISK STAMPED "J 63 1927". c
Y DATE COMPLETED M. 1006.651 FEET 1970 NGw 29 AS SHOWN E.E. No. 7531 � EXP. DATE to-31-18 R.C.E. No. 45279 "' ELECTRICAL SITE PLAN SHT. 11 OF �� n a
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