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10
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HANDHOLE H5417108
120X 240X 15' PLASTIC
14
MEMO PMH -109 TO PMH -105
i
95 H-107 TO SL
PER UGS-175.1 k 205If
HANDHOLE
HANDHOLE H5417107
120X 24'X 15' PLASTIC
95 H-107 TO SL 5 �
PER UGS-175.1 at 205
S'
41+6
4419� �
��ER7ly� Ste, I :` 2. � 3f
3 I
If A TCH LINE
,k � �'ET ? OF �Ilpp ,E �oO
1 3
329 H-106 TO H-107
PER UGS-205
_ .. ..: ,.._ _
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_ :. .. :,: - - .. _ .:- � _.-.. _- ._ _ _..-.-.-_... _ ."- ,::. _ - _. _. .:_ ,_ "�F - - y.. r.. � .� - ,_: .,. : --_ _ .. .. -R. �.._.-- '�.. __ - �"�. -___ - _._... .r--. - -- -.. -sees. .,.__- ?�.... _ . �:r_. - _-.- _. _. __x :'.� _- _era '�_
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CONSTRUCTION NOTES:
'
WARNING t� to warts q 46@44 which farm. 0 pert of the ane cminator/Develoa•
shat lnrrnish the larosuts9 sterns at no oat to to Edson Canpawyk
Southern Cdifornis Edison Company has attempted to correctly store all sxit!lrlg u4Ntlos and ukdb1 *vm
The excavator must take oN steps necessary to avoid In the vicinity of the worm but does not guarantee then an no curer substructures in the area•
contact with underground facilities which may result in Failure of SCE to show d substnuctuns In their correct l000tion 14 not be o boo's far a dein'Or sled .mks ane Who
injury to persons or damage to facilities in the area. The e'"vwW andbe ""'m , for d dasnogos to akubstrwt uros 'Whetter f>Q.rh or rat
indicated location of Edison underground facilities,as pro- 1. FOR GEMEM SPECs1CArO S SEE UGS-11. _
vided, ogre believed to be accurate. However, the final deter-
mination of exact locations and the cost of repair to damaged 2- C0"0'JT
al Yinirnum cow. in street or porici�y s 30r below gutter geode. unlade noted otherreis�a.
facilities is the responsibtiiity of the excavator, bu. mirninnum cove an prlvote prnpe 4 i& 30' below finished graft unless noted otherwso.
a Controdar s to tixnish and instal approved conduit to Edeow sP� per UGS-1001. 110 Aro 12th
Southern California Edison Company d For the type of c�ordult For this ^ 9se UGS-110.1.
e. Instal d dw per UGS-tea, 161, 162 and 170.
L Cap d makdb conduits per UGS-148 and service conduits per UGS-154
¢ Instal blanc conduit plugs h d conduits terinirl into Vaults, M011"AOWS, Pin'• SOfs A d ap t000tWM
per UGS-180,1 a UGS-1190.2
)cants • sssl represent and warrant that 0.N i�. hwtd pull rope In air conduit runs. Pur rope to be 1/4' pdyprop or pslysVvA@1e reps. bvWW
Appy xpr yor twisted For spedRcationa, approved makes. and supplies. see UGS-40:
work performed and oM material used in meeting L Ar oaneuk mat be mwWrsied wit the app`s 8 rrMAGN UGS-197.
Applicants' obligations herein ore free from defects in
workmanship and are in conformity with Southern l CONDUIT RADIUS flEOUMlEfor?IT4
California Edison Company s requirements. This war- s TM mi 36' i radius for bride arse
runty shall commence upon receipt by Applicants of 480 for conduits 3• a diarn In or llor sr
Company's find acceptance and shall expire one year 6(r for ir 48' for conduits 4' and S• fA dsnnN+sr
from that date. Applicants agree to prompt) correct diafor cd cam*
� y k The mInirlurn radius far d eels°• of 0.N all ooneuits L 12'-i.
to the Compon�i s satisfaction and that of any
1 3 governmental agency having jurisdiction and at Appli- 4. CAdi-TF1-CO�OtAT (OCA
65 cont's expense any breach of this warranty which moy a �i� tronch * s Inch...
328 I MH -109 TO H-110 become apparent through inspection or operation of b. ContraWinkniuctor
�r s Indwal
underground electric system ter Company during this c Ccntroctor s to prvv4d0 trench. conduit sleeved N required, boakl0. 0.+d carinpoctbn. (before eNcavatin�
PER UGS- 205 n % trench, concoct Edson Inspector for OC instdk tion oow)*4tion) Edison will instar OC in treril
HANDH LE H5417110 1 1, warranty period. L controdor ,ham provide sufficient help during ac installations to maintain a dean branch. free of rock and
�: FOXBOROU, 4 other debris.68 vA Aro BACITLL
12 X 24 X 15 P'LAS C
a}c 88 _ GH 16 607 p+,_ 109 TO CAP �' ExCA nor"
H-110 TO SL DR
I 1 X PER UGS-175.3 8205 3 CAP PER UGS-148 a Work area shore be cleared and rough graded to .lf}nbn ►o1r i1cln.s of find grads °eller to ileidfettsn d
1 4 8 Edson oonduit or structures.
66 110 cin 18. 18' b. AN excovations shd be 1n Occarl with the CdHorrnle Seel: Construction Safety Orders (when OpplicabM),
nal
5 112 PMH -109 TO CAP H-110 TO SL eo 12� * e Each tredhm e be and
depttn below tin aing local node Wier to i akd tion of Edson oerndufl or slrtiuburea
PER UGS-148 PER UGS-175.1 is 205 -�2' oll provided
• 1 1 d ond%ar irhparteed ba�tikf)r. b� rContractor
� ler r eNcatotions and sl+eil inelud0 rook, cerlvwibo,
�Q W 69 196 a Bodkfu ellb+ O Minn" of ore sock per yard sand cement slurry orournd and Over vaults 0.+d nnaurlelso per
b S .e.
UGS-30.3. Par. 6.4 and around PMWs w+tMn am foot of finished grade, per UGS-590.1.
6 a SL TOSL
S f. BOcdkflr, per Edison specificotkx». shall inrl»diotry fallow OC or substr1l InstaMotion. At no tbm
PER UGS-175.1
• DRIVE =
� O shall OC be left egaosed over 24 hour>L
13 f No rocks ars albwe0 within 12 hd+es of dlroct-bturied cables or any oondult wWmd concrete enosesin nt
cc>➢able of poseir►q through a one-haH indn mesh ever+ fiM'•
PMH
t • � - •,•• ,,` • T � A �,% Ifrative �th�odcfll dOee not itnr 0 1 careen. sinal be considered t0 be •.calk
PMH P 541 7109 Q :O - - - •� •••�: •_._. 6 °� A Ms no rocks ter'¢' than dwn,.tr�are Imported asuud 3. Oebw areal t r arbor. Edsow
1 _ X - �""'� !.. T .............................................. N eabcea, f, Ree ccarhppac••ted to most or auaosed Iced ordinances or of er nqu*
. G ... . � a h ements• It shah t» coed
5 X 0 6 �. -
...• � AN bock al►aN be 1r
CONTRACTOR TO INSTALL
�P -.. � �. cr 4 h Instruct that ndl not dara+ogs the conduct ar subatnishurs 0.r aloe future subsWernoe of the trench or
61' TEMP. COVER OVER OPENING. g Jr - �"'� 48 RCP
' �'• :N•::':::'`o + :::::: :::::::::::::::...:::::::::•
t1'. :.: :.. ' .:....:::.............: �' t.+................................................................ W sees:... h N s PANNG:
RETAINING WALL TO BE INSTALLED W _ _
\q 12 �... Ria shall be with traffic. including
._„_ :p N sfwre required. °teasel In such o manner Mot interference a am of
AT DISCRETION OF SCF INSPECTOR. 04 ,r. o pedestrian tranic. ikep
N :::': •........ ........ will be t to c mininurn. TM Contractor sinal °rage repavirl� acoepteMO
R ,r 5� 0: S7 + ;sees. ...... --. N to the Municipolty; y. hovirw i�ur
f iv ,0 :�: : !'�$4 Count a aline authority sdctsn ant which s 000eptiia to Edlo0rl.
0.1' ;. �p N 12 W � ►�,p f RCp
* P r .' S� ..
4 RC 7. sTlwcTuft
. a AN substructures aid be constructed ar ihstaled to Edson spedficotbna.
k1 4a, Q,. _ 411 O b. Instal protection barriers ear UGS-&10 when rsqured in Oros exposed to troffie; per Edissrn .
SIR
- ti'• ,.q - r, O e. AN conduit lines and eornerat tructures steal be water tight.
PMH 109 TO H-108 �` "a 8 � - - - - - - """`�"' T 00 "' , � d AN materials shell be Ours shodd am y
�► k� ;:, .. . + w• 0,01 r, Yataflled b tills Castsecta'r.
PER UGS-205 • �, 12 _ ,,,� , CO
00 "'r N h p & RETANWNG WAu.S: nasus
'� iA _�• •r L ' , Wmn required, retak*4 sans fedi be presided by the Davdevsr. .lees we r.�kuin.d where. meds
1 Q• '„>: t�: ,� ��� �V mon than 18 inefhes above the structure or 24• above the pod surface of o distance of S hal Born Me stns.
� ►• nv �V ��/ or in areas subject to erosion. Design and installation nest co" with local building ordnewe'rss.
- ,i V►• •- O \ Refer to Edam kmpector for typical spoke rewiremen+s
zi
TS
`� , �• T O O SAA permits necessary for onoovarion shat be provided by OS
tar/bevstaper.
S 67 - 70 SL TO SL r .,� 10. ACGESHeavy Sc tnualk access aid be mdntoined to p+iprnent locatia+s. Stnuctkres must b• deer of d agplrternarloes
11 58 H-110 TO SL
/ x i PER UGS-175,1 alt 205 1� PER UGS-175.1 �' d tl ward ae.arvct a» iasdiw� or new+, of «,
' 4' MEANDERING S/W 11. mss:
60 1 !�� �•
a Meters eine ssrvlees sheN osnloy siM EdYsr1 Oeetriod Servioss ReaMir'senewts,
96 H-108 TO SL �• * b. MArInq must be in accordance with appiicabW local ordinances Orad approved by load hopectim AuNerRiss.
PER UGS-175.1 do 205 s• '�
/ 1 1 1i a. The foeotbn of eueavvtiorns and structures for Edson sial be as *00 an the working drowin4 leo devictiew
64 tram the planned locations will be permitted unless approved by the Edson Inspector. See UGS-1, Par Z2.
b1 213 SL TO SL • b. Actual location of obstructions. storm drains; and/or other foreign utlNtim to be the respensinMty d the
PER UGS-175.1 1 4 contractor. See UGS-1, Par 2.3.
,�. / ,� rX 63 1 1� PMH -109 TO SL 5 214
,r x � 70 CAP TO CAP ti Contractor is to verify location and width of d aidealios and driveways priorr to street igfnt irneteistiorn.
r s� PER UGS-175.3
See acs -176.1, UGS-17&2 and UGS-175..1.
CAP PER UGS-148
14. SURVEY:
1 1' lotion of k 6o�ourndWfacli must ticompletedA014 lineal,
markers i stokes placed the haosOgY hestarrtt of ft in
71 h _ stONotion. In odditkwv. Dewlopor shd maintain Me merkrs during tthe mtolo0on and ihapection by
�i► / 22 SL TO CAP Edison. Orade and property iM stales must show any offset measurement&
• 1 1x PER UGS-175.3 & 205
62 58 pMM-109 TO SL CAP PER UGS-148 1s 000FDkATloN Aro st ERVISI c
PER UGS-175.1
The Developer aid provide "'°'`vial°"
over Ord coordWtbn among the various contractors 1101U q w t m ills
development in order to pravrnt darneps to Edson faiatiea He is resparl for the cost of repair% rel-
plocon t. rW=tiw% or other corrections to Edison facrMN made necessary by his failure te prvvids
supervision er to otherwiss damply w�M these 4"0111coUora
�•
/ tli. TilEPfiONE AND OTHER UTUTY R£OUMiEMEMii
The drawing prepared for this )ob may also, cow the feeilltiw to be kmiW d far 010 141111110M cave
and/or other allay: Any questiorns concerning detail of their installation should be referred to the con�iorly
i �- oonarn.d
17. ve �e is to dos/ a t0 Edkm CoMmy d sh oebo slow% hereon oNsapt these show a awww awned
5WARRMTr
9 n " Applicants oWeedy rep OMt and earl UMA ON M* p fwr nod one d wMigrid used in nnetirng Apptcarnts'
X k 52 and formic wfirn Southern r lfarnis Edwan
!9 , ifon� Edit Cornponyrs requirements. This warranty shah commence upon receipt by Applicants of Camparnys iter occop"nos
- g► obligotrons herds aro fees Tram defects n www anah are n con y
n H 108 TO SL s,a,,Lt,em and of Apvicornt's expense any breodn of this VaI ty
PER UGS-175.1 at 205 dna sinali eh�re ane year learn that dote. Agplkants ogre to pronupdy correct to 0.1. Comparnys sotis'.atciisn
and that of any governmental ogrhey hoeing jurisaRetbn
which may becom apparent through hspsetion or operation of urw wound electric system by Company a<rin4 tins
warranty period
i�
. _ 40 1!. INS hE�t �s �Xed during flee oornstnuction period A 48 hour advance notice of intent to start cWWtr •xi%A
/ SCALE: t sit is requred frorn the contractor to the Sa dhom Carlfornia Edbon Carr>QQny: standards of Edson eonsWictim
1
1A requirements an ovoiabis opal request,
58 H-108 TO SL Contact Underground Inspector. Phone: (909) 357-655
PER UGS-175.3 & 205
57 1 SL TO SL
PER UGS-175.1
58 H-107 TO SL
/ PER UGS-175.1 & 205
419 41
Ee,V
NC
Ste,
k
RETAINING WALL CLEARANCES FOR PMH SWITCH ENCLOSURE (PREFERRED AND ALTERNATE)
5' MIN. REQ'D.
PMH TUB -STYLE CONCRETE ENCLOSURE
5'X10' -6"X7
PIAN &WORKiNG CLEARANCE'
CABINET 8* Lft FROM CABINET DOORS
3' MIN. FROM SiDE OR ENDS 0
ENCLOSURE AT NQNDOOR SIDE OF CABINET.
T rt '
ALTERNATE PLACEMENT
PERFERRED
PLACEMENT LOCATION
LOCATION
SeC AOAPT01t PLATE
LOCATION
11
40
6'CRUSHED ROCK.
3/4' WOO -1 1/2' MAX
MINIMUM EXCAVATM
re "l 014,
CABLES k CONOUiTS
SHOULD ENTER A LEAVE
STRUCTURE AT EITHER F1 M1r
LEGEND OF CONDUIT SYMBOLS
(CONVENTIONAL U -G-)
k�tsoN
N, oro em r ew W anew
whorl tt,
all uW
• auow
Is OF assw OEM ---+�
er asew Nus.
DEmOTES CONWT RUIN CONTINUATION
FOR CONSTRUCTION INFORMATION
cseaN
Ns► ODOM sew. :. sewer
,1nuu1 1t,
MEMO
:`0110V MMR
-s 0.r aasuuer
N, . aorekue M -ft -4W-
MEMO
ANY OF ABOW SYMMLs
FOLLOWO BY A
DENOTES THE FOLLOWING:
08 CONDUIT MIITHOUT ENCASiEMENT RS
ACCEPTABLE FOR PORTIONS OF TRENCH
MATH ONLY ONE OR TWO CONDtATS•
SEMI -ENCASEMENT IS REQUIRED FOR
PORTIONS of TRENCH VATH ONLY
THREE OR FOUR CONOINTS.
FULL ENCASEMENT IS REWIRED FOR
MORE THAN FOUR C NVDII.AM
°1 ou GRAIX
I pre smsq I I I
1 I � as aukq I
• .-
I I
1 I I
LY -8' MIN. REQ'D. 3' MIN. REQ'D. X --J
-- OR @AC(. (NOT SIDES) 3•
A'.
NOx: RETftsWC Mui TO cOWaRw 10 RETAIMNG WALLS ARE REQ<IIRED IF.
LOCAL BUILDING ORDINANCES. :!►::•::•::'::•A'
THAN 1 � 1. 1�P t BOTTOM SECTIONS PROVIDED MAIN p�OUNOMIG 4tSER'i5. � .
1) SLOPING GRADE RISES MORE 8'
AT A HORIZONTAL DISTANCE OF �' OR LESS 2. CABLE CLEAR OPENING SHALL BE COVERED WITH AN EDiSON-APPROVED, DOVER AT THE TIME Of
FROY THE ENCU. OR 3,
PLACEMENT, T11PK'•AL COPoU1T BANK SECTION
3, KEEP BARRIER PLATES B/MIOED l� IN 9077011M OF BASE SECTICK
2) SLOPING GRADE IS MORE THAN 2' NOTE: CONCRETE SLAB MATH NORMAL GRADE FOR DRAINING iS ASSOCIATED CONCRETE PRODUCTS BROOKS PRODUCTS UTILITY VAULT COMPANY Sii" CONSTRUCTION FORT
ANA FINISHED GRADE AT ANY RECOMMENDED TO Fill W BETKEN IW PMH SLAB AW SANTA ANA. CALIFORNIA FONTANA. CALIFORNIA FONTANA CALIFORNIA MORE OR FEWER CM"T
POINT haAC€UT TO THE lRE• RETAINING YIIALLS. CATALOG Na 700 PMH CATALOG b0. 650 PMM 84 -EDI CATALOG Na ED -5106 -84 -PMH Waul FOR None Tww a eoNotrits
...-... 4 _. sorsa.- -. # sees : .. ... +.. : ::._ _. - n. ::. .. ..•• .. .. ,._ ;,_.... v '>.. ... -� .--... _x -e _Y`:� `. :•'.. _ - .
. - .�_����. .. - .;:�"' .k'.,:. �.�.; «..,w...�. ,�...a✓ .>. ,, �. :hF..sdF .:.,>: y., -.. ._. -. ... .;,.. >-. .,. ._ -. ..: -_ _.. �r _ +...,e: �: .. - _ n`. .�1MF F-apiS<..,,&�, iv.s.i..,.-
Dwg./Rev.
Developer's Signature
Date
Original
47A."MCSD
t7 �
Rev.
1110YAs Bn05. PG
Rev.
OtST. 9CiTCN nor
PQMOO ENOMIG
Rev.
CSD 13 rues
CHANGES IN THESE PLANS MLL REQUIRE
AN ADDITIONAL 4 TO 6 WEEKS AND
CUSTOMER WiL( BE CHARGED IN ADVANCE
FOR REQUESTED CHANGES.
THIS PLAN APPROVED AS TO LOCATION
AND TYPE OF ELECTRIC SUBSTRUCTURES
--- -r - -
Address
Telephone
LIST OF MATERIALS "oFootoe *mintltoa are epproaeinloI&
C O Z Whore reference Is to an item riot detoNee.
[EDISON . ] see separate description list.
1. This list provides o summary of major Kerins.
SEE UGS SECTION INDEX
FOR REFERENCE DRAWAGS
DUAN. UNIT DESCRIPTION SIZE ITEM NO. REF DWG. DATE
7 EACH HANDHOLES 2' X 24' X 15' HH -5 UGS-200 12 Bs
2 EACH L PMH 5' X 10'6' X r --- UGS-590.1 02/90
CONCRETE PRODUCTS
Precast concrete item complete with neck. cover. and
inserts may be obtained from any of the following listed
and approved manufacturer *&
ASSOCIATED CONCRETE PRODUCTS. INC.
4301 W. MacArthur Blvd., Santa Ana. Calif. 92704
Phone. 213 626-4653
714 557-7470
BROOKS PRODUCTS. INC.
14221 Son Bernardino Ave,. Fontana. Calif. 92335
Phone: (818) 443-3017
(909) 350-4111
UTILITY VAULT Ca
10650 Hemlock Ave.. Fontana. Calif. 92335
Phones (909) 350-2673
ALL HANDHOLES TO BE 10' BEHIND FACE OF CURB
UNLESS OTHERWISE SHOWN.
ALL HANDHOLE RISERS PER UGS-205.
ALL STREETLIGHTS TO BE 2' BEHIND FACE OF CURB
UNLESS OTHERWISE SHOWN.
ALL STREETLIGHT RISERS PER UGS-175.1, 175.2 or 175.3
ALL SWEEPS TO BE 12'-6„R. MIN.
UNLESS OTHERWISE NOTED.
CONTRACTOR
COST PLUS FIRMF-1 DEV.
INCLUDES PERMPAVING YES NO
PERMIT NUMBER
DATE STARTED
DATE COMPLETED
INSPECTOR --
UNDERGROUND SERVICE ALERT
1-800-227-2600
Cali USA
For Underground Locoting
2 Working Days Before You Dig
M. L. CO. #315&15
S.L. CO.# 53 thru 71
HUNTERS RIDGE -PHASE 18 a 11
UNDERGROUND UTILITIES CONDUITS
-OWQ NO. 2431, SHEET 3 of 7
asTMT FOOTHILL
PLANNER A. GONZALES
D.W.O.6630-1918 1L �5-1903
47A."MCSD
t7 �
FORMM
1110YAs Bn05. PG
wvDJTORY YAP NUYf3ERS
OtST. 9CiTCN nor
PQMOO ENOMIG
iRuac NO.
CSD 13 rues
S.B.CO. PG4 E-3
238-2154-1
tut r
r
all
01151101111cur
',
Gi1D s.0.
"30"10MLO,
11EQ'D. COWN
COD 1M M
cm
Ch1NIOm 10
C/E0 1
XAAO
HUNTERS RIDGE
BiW-WATH DR S/0 FOXBOROUGH DR
� FONTANA
0.„r
ALE.f' iP. /,�!/9
SI�iEET
� WG. N 0.
wain. ff
al r
MAhM BY UN
2 5E1 28
SOUTHERN CALIFORNIA EDISON
COMPANY
OF`_.-'
t .-�� ta.�..Y-•. y... ... '�_ a+� _.�... _..:@i M1:.�-sees =ler-�-��. -.-.els'.
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