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Home My WebLink About2431-1R PICKUP POINT „B" EXIST. 1-4' CAPPED (404') 6630-1919 5-1904 6630-1918 5-1903 EXIST. 1-1X' CAPPED (22') 6630-4051 N-4044 WHERE CONDUITS ARE PiCKED UP, CONTRACTOR TO MANDREL AND INSTALL PULL ROPE FROM TERMINAL TO TERMINAL --% e 1 4 202 PMH -085 TO CAP PER UGS-148 car 060 1 1 � f' x 79 r �0 100 H_086 TO 9L PER UGS-175.1 205 .15 . r �.. ,•• � fes 94 120 H-086 TO CAP a�► �_ �"� e'` ��` 1 4 PER UGS-148 '' ��' 9 23 H-086 TO CAP ` S 9. PER UGS-148 & 205 `$ FOR FUTURE FEED TO rax • � 61 /8 . TRAFFIC CONTROL BOX WI qty G�cp�, 83 240 H-084 TO SL S PER UGS-1 75.1 do 205 . ('r'••'�. � 6th \ ` PMH -085 TO CAP PER UGS-148 s' p� ) 1? T^X 113\ 78 _ - `y S 1 H-086 TO H 112 x 9 R 22 .. � 44 PER G-20 10 �� F N ti S � k"1► � VL 19 �'.. � 85 241 - !, S�, H 084 TO SL PER UGS-175.1 & 205 � 1 3 ,, a:. - � -C 1 1 %, �• /80 PMH -085 TO H-086 No, / S/W H-112 TO SL / �52p - �C :! 160 PER UGS 205 CO �faN .. PER UGS-175.1 do 205 S/�► � � • .. . � * �R ^� �°moo �tl ? S• � 12' W * PMH-OaS TO SL38 _.._ 1 1 X S PER UGS 175.1 �. N 76 H-112 TO SL �rtQD ?9• � �� ►' 28 1 / Q PER UGS-175.1 dC 205 ? 3 lv `�Ldj LAJ a r sly HANDHOLE H5417086 �•. !yj 120X 2 5 PLASTIC` all j a H AN D H OLE H5417084 * ''�-_ c S/w i2 X 24X 15 PLASTIC 841 1 h U LAj * � / / 24 H- 084 TO SL _ f-.•.., `'� / / * PER UGS-175.1 A 205 1` --...., t 1y= '�. Lg HANDHOLE H5417112 1 3 Q 139 H-112 TO SL 82 .� � �:'� / : � X 299 P1RfM- 08'5 TO H-Od4 PER UGS-175.1 �C 205 / 4 120 240X 15' PLASTIC / / �": :► PER UGS-205 �Co • * �' SS�`S �?� 6 568 PICKUP POINT 'B- TO PMH -085 PMN P54I NOD � Q: 1 � 5 X 101-6n X 7 W 6 CONTRACTOR TO SUPPLY 8C INSTALL 110 -111 TO SL �,, �::.:.:� - � `'` s 2 5 PER UGS-175.1 205 �`" / / ?' TEMP. COVER OVER CO 1102 PMH -082 TO PMH -085 / / * 61 OPENING. 1 1' EASEMENT REQ'D.) U h RETAINING WALL AND/OR BARRIERS 74 -111 TO SL REQ'D. PER DECAL AT SCE : 155 PER UGS-175.1 205 INSPECTORS DISCRETION. t1P 419�S? 1 13\ 73 SCALE: 1 ■ • 40 n 302 H-112 TO H-111 PER UGS- 205 9 . N 5(." 1 00 � no ou cy 1 DI?. X41 J J HANDHOLE H5417111 12" X 24 X 15' PLASTIC 71 1 1I� 7 B' ICKUP POINT ' TO H-111 f PMH TUB -STYLE CONCRETE ENCLOSURE LEGEND OF CONDUIT SYMBOLS 5 X 101-61" X 7 (CONVENTIONAL U.G.) E,n►ST 1 � 4. eonohr w oauusr new vinic OF aanUff . wom EXIST. . . = PMN P5417113 1MIONG srnhr-r eon 5' X 10 6 X 7 PMH CLEARANCE- �i OF a.rhw 6' MIN. FROM CABINET DOORS » 0.r anwr am CABi1+ T 3' MIN. FROM SIDE OR ENDS OF or sosanr scar 6630-1919 5-1904 Existing structures shown on this .•• ENCLOSURE AT NONDOOR SLOE OF CABINET. 9 drawing contain energized cable and equipment. Entering strut- =',3 DENOTES CONDUT RUN CONTINUATION FOR CONSTRUCTION INFORMATION ture or breaking thru wall to be ALTERNATE PLACEMENT done ONLY under supervision of PERFERRED LOCATION eebe�I PLACEMENT Edison Co. personnel. LOCATION • OF comwin MIN inn MEMO •_•' snkaT uahrt ��' • . eo.M. arra -� • Comm MEMO SX ADAPTOR PLATE scar ue►---w' LOCATION CABLE CLEAR 1 fNG (SEE NOTE 2) ;,, ANY OF ABOVE SYMOOLS __.___... Fa10t�D BY A DENTES THE FOLLO'VM4Q jol D8 CONDUIT NATHOUT ENCASEMENT IS ACCEPTA8LE FOR PORTIONS OF TRENCH RETAINING WALL CLEARANCES FOR PMH SWITCH ENCLOSURE (PREFERRED AND ALTERNATE) • •4 WITH ONLY ONE OR TWO CONDUITS, ` K�' a t S'EM1-ENCASEMENT iS REQUIRED FOR ¢CIO PORTIONS OF TRENCH MATH ONLY 7+ 0,6 "EE OR FOUR CONDUITS 000, FULL ENCk%MENT IS REQUIRED FOR 1r MKMORE THM FOUR CONDLUTS • '' e V :`�O QJTTEII 11� 6' CRUSHED ROCK. GRAN MIN.-1 1/2- MAX. ` cw• sc�uq 1 I (N01E 1) �S" G t I _ � •r � 1 �- t � t rte I 0- trto� 5 MiN. REQ D. MINIMUM ExCAVAT1oN I I = t I 1:t-6* X7'x9 _ I I (NOTE 2) CABLES CONDt11T5 ' SHOULD ENTER k LEAVE STRUCTURE AT EITHER FRONT34 1 1 3 3' MIN. REQ'D. 8' MMI. REQ'D. OR BACK. (NOT SIDES) 3' w: 3• DAW NOTE: RETAmNG WALL TO CONFORM TO RETAIMNG WALLS ARE REQUIRED 46, LOCAL BUIQlNG OROIt�CES -� NOTES 1. TDP � BOTTOM SECTIONS PROVIDED i1RTN GRO1JNDiNG INSERTS. 3' ; :�-:-=:�:�:�:�:-: �-: 1' _F A H AT A GRADE :A 1) SlO L DDi MORE THAN le OF V OR LESS 2. CABLE CLEAR OPENING S TALL. BE COWERED WITH AN EDI -APPROVED COVER AT THE Till OF FROM THE ENCLOSURE. Olt STRUCTURE PLACEMENT. 3. KEEP BARRIER PLATES BANDED & IN BOTTOM OF BASE SECTION. T1I'iCAL COilptltT 0110 s£C710O TVFW.IL C010MY 9AM 9ECIM 2) SLOPM GRADE IS MORE THAN 2- NOTE. CONCRETE SLAB MATH NORMAL GRADE FOR DRAINING IS ASSOCIATED CONCRETE PRODUCTS BROOKS PRODUCTS UTIUTY VAULT COMPANYSHOWMG Fut °MIC"'SEME"T slr+o__1 SEMI-CWCAS IMT A90VE FINISHED GRADE AT ANY RECOMMENDED TO FiLL N BETMEN THE PMH SLAB AND SAAR CONSTWCTION FOR CONSTRUCTIOM to SANTA ANA. CALIFORNIA FONTANA. CALIFORNIA FONTANA CALIFORNIA MORE OR FEWER CONDUIT n't" caaoulTS POINT ADJACENT TO THE ENCLOSURE. RETAINING WALLS. CATALOG NO. 700 PMH CATALOG NO. 650 PMH 84-ED1 CATALOG NQ ED -5106 -4k -PUN NOUN= FM +Aare ?Ivan 4 COMMATS Dwg./Rev. Developer's Signature Date Originol WARNING Unless otherwise spedfltd on tM wh311tii1g &0*4 ~ lwms a pall of tills ill www Rev. Wxd lurnah the fodorrinq itons at no cost Edson Company. The excavator must take all steps necessary to avoid Rev. contact with underground facilities which may result in 1n tM *AnIty of the warts. but does not tarantee then are no o0w wbetructi se in the area Rev. Fakov of SCE to show d substructures in their correct location will not be a basis for a dolrn fer entre awk &W to injury to persons or . damoge to focilities in the area The CHANGES iN THESE PLANS WILL REQUIRE AN ADDITIONAL 4 TO 6 WEEKS AND CUSTOMER WILL BE CHARGED IN ADVANCE FOR REQUESTED CHANGES. THIS PLAN APPROVED AS TO LOCATION AND TYPE OF ELECTRIC SUBSTRUCTURES 11loweinnar Address Telephone LIST OF MATERIALS NOTES. 1. Foote" quantites are opproxknato. [EDISON 2, where reference N to an itwn not deto leasee separate description list. 3.. This list provides a summory of mho jor ltw ns. SEE UGS SECTION INDEX FOR REFERENCE DRAYSHM QUAN. UNIT DESCRIPTION SIZE ITEM NO. REF DMIC. DATE 6 EACH HANDHOLES ler X 24' X 15' HH -5 I UGS-200 12/88 2 EACH PIH 5' X 10'6' X _r I --- I UGS-590.1 02 90 CONCRETE PRODUCTS Precast concrete iters complete with neck, cow, and Inserts may be obtained from any of the following listed and approved manufoctureres. ASSOCIATED CONCRETE PRODUCTS. INC. 4301 W. MacArthur Blvd.. Santa Ana. Calif. 92704 Phone:(213) 626-4653 (714) 557-7470 BROOKS PRODUCTS, RNC. 14221 Son Bernardino Ave.. Fontone+. Calif. 92335 Phone: (818) 443-3017 (909) 350-4111 UTNJTY VAULT CO. 10650 Hemlock Ave.. Fontana. Calif. 92335 Phone•. (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 FIRM DEV. INCLUDES PERMPAVING YES NO PERMIT NUMBER DATE STARTED DATE COMPLETED INSPECTOR UNDERGROUND SERVICE ALERT 1-800-227-2600 Coll USA For Underground Locating 2 Working D-ays Before You Dig M.L. CO.# 6 thru 10 S.L. CO.# 71 thru 85 & 94 HUNTER'S R IDLE *-PHASE 18 811 11 UNDERGROUND UTILITIES CONDUITS � DWG. N0. 2�E ET I of 7 DIS1INCT FOOTHILL Peat Ot A.2->+4LE`;----- CONSTRUCTION NOTES: WARNING Unless otherwise spedfltd on tM wh311tii1g &0*4 ~ lwms a pall of tills ill www ,u.A. NQ Wxd lurnah the fodorrinq itons at no cost Edson Company. The excavator must take all steps necessary to avoid t�to+�tM Southern Carromio Edhm Cahpvhy has ottt *tsd to aorrecdy show a eds* q udWee and ukovuctwa. contact with underground facilities which may result in 1n tM *AnIty of the warts. but does not tarantee then are no o0w wbetructi se in the area g y Fakov of SCE to show d substructures in their correct location will not be a basis for a dolrn fer entre awk &W to injury to persons or . damoge to focilities in the area The contractor she be rogosbk ter d damages to ss wbuct m shedw sMsn or rust indicated location of Edison underground facilities,as pro- co 140 N vided, are believed to be accurate. However, the rind deter- 1. MR Gf1ElRl1l SPtCIfICATIQNs UGS-1. of exact locations and the cost of repair to damoged Z oOM wU facilities is the responsibility Of the oxcavotor. o. Mbkmm corn in street or pwWay is JW balm gutter graft krhleee noted odherwba - 3 b. Minimum corer an Wtvats property is J0.' below fInWW grode, unless noted otherwise. Southern California Edison Company c. Controctor Is to fumish and instal approved oonduit to Ed na+ ��t� pw 1.10r-1=1, 110 AM 120 P y L For t1w type of conduit for this job, See UGS-110.1. - i L kwtad cd risers per UGS- I K 161, 162 orN 170. �- f, -44 err t Cap d m kWne conduits per UGS-148 and w"Wee conduits per UG90-1311 .� �T ___ ._ q. Instil Monk con&Ht Ougs in d oondhrits W rwAnetfnq iMo Va tin Mo6olels. PW6. SOE's L d a p lecetMnm^ NO D • 5E1 2 7 per UGS-19111 A UGS-1 8012 Applicants expressly represent and warrant that oN IL Well pod rape in all conduit rims. PUr rope to be 1/4' pdypropylerw 0.r poiys0tylene nape, bride/ work performed and all material used in meeting or tolsted For spedflootiona. apprvwd mdse, and supoillim we U06 -4i# Applicants' obligations herein are free from defects in t AN conduit must be mwWreded with the approved mandrel UCS --197. workmanship and ore in conformity with Southern 3. OOMOt11T RADRIS REOLWADAD M California Edison Company's requirements. This war- c TM miniom radku for bend, one ranty shall commence upon receipt by Applicants of 36' for conduits 3' in diameter or smelter Companis final acceptonce and shall expire one yew 4e.' for conduits 4' and 5' in daneter from that date. Applicants agree to promptly correct W for r dorneter conduit to the Company's satisfaction and that of any k Tins minimum rodiw fa 0.r scope of d sin ow4mils is 17-i'. governmental agency having jurisdiction and at Appli- 4. CABLE -IN -CONDUIT (CIC'): cont's expense any breach of this warranty which may o. Minimum trench width is become apparent through inspection or operation of b. Minimum carr is inches underground electric systern by Company during this c. ConV=tor is to proWde tre+els, conA t derves N nglrire< beektrl, and awrooethm (!Selene eeeesreM� warranty period. trench. concoct Edison inspector for CIC installation oowdlmotlon) Edison will install CIC In trench. L Controctor shall protide 91111 help dmrtng CIC intdadmhs to maintoln a dew bwwk kss of reek 0.M other debris. S OCCAVATIM AND SAOtft<L• a. nark area she be ciewsd and mugh gro" to wM% few 6 od of Anal grade prior to installation of Edison conduit or structures. b. A I excavations ,hall be in oocsrdows w*A the CoWwrhis Sk" Coi s&uctim safety Ordes (.hem aOpii oft Edlem specifkotione. and all governing bod arck wcw c Eoch trends to be a wAwm depth below Anal grade KW to installation of Edson con0ult or sbuctix d. BodcfM sinal be prodded by the Contradar for cM sucovutione and she include crushed rock. conawte. and/ar imparted boddi when requlreki L 8ocikfM with a MNYW of one sock per )srd sand cowl slurry waved owl oh+sr vahib sinal menhelm per UGS-30.3. Par. 6.4 ohd mound POWs within one bot of finished grode. per UCS -590.1. t Bocdrl, per Edson spedfkations. shall lmmsdioldy Mew CIC or subeUvetive in Ads kiokl. At me Minks shod CIC be left exposed over 24 haunt S. No rocks are allowed within 12 Inches of direct -buried cables or any conduit without concrete en ownent. Native bockAl capable of passing ftvugfn a one-half inch mesh x"m shah be considered to be 'rock tree. If existing bockfM does not poen through o 1/70 screen. piaee imported send 3' below mind 12' slows Edwin cables. After this point no rocks larger VIN 120 diameter are permitted IL All bockfitl shall be campocteed to most or eaweed Iacd wdromoss or other regwkwr ft It Sher bre pkwW in a manner that will not donee the conduit or substructure or avow tblwe sureidor n.of tM bnndh or stnxuw*L 5. PAYING: Repelrlhg. where requilmik shell be placed to such a meow that interfeenoe widh bee kwho4hg pedestrian traffic will be kept to a minimm. The Cantrwtor shall establish a program of repavirhg ocosptWe to tM Municipality; Caoty. or coiner autharlty houlaq *Inaction and which is ooceptbis to Edson. 7. STRUCTURES. a. Ad substruckwee shat be oo wbucted or ihetalled to Edlew spsciReationp, b. instil proteetlon barrios per UGS-830 when required in areas exposed to trafficper Eefnsn Iwpeetw. c. AM conduit Ines and oww7ste Roared substructures shoe be water tight. L M grounding materials shall be h rniihed and Installed by the Controctor. _. e. RETAI NG wA11S i>Rwn required. retaining wads shat be provided by the Developer. WdIs am required w1w ever prods rises more than 15 incises above the structure or 24' above the pod surface at o distance oe 5 fest frees the seft% + or in areas sub jut to erosion. Design and instaliatlon must oowply wO rood buldi ng adha i c e. Refer to Edlem Inspector for typical specs requ'rsnwnta "''k'.+ � r-"''•R�-.. 9. PERIATS, AN pernite neaman y fel was aft thrl be 'mailed by iso CwAreeter/Develgw. IM ACCESS Hour tn# ooans stwr be rnekhtaiwd to sgmtprnent batisna Sbvctwu mud be steer of a c"wtow ma that would abstnxt the Ioo&4 or w4as n of equipment 11. SEROUS: 0.r Meter and services sinal comply with Edison Ooctricai Services Requireme ds. b. Mitring must be in ocaordance with appiioable ked wdnances ked approved by lad inVectiem Amfihsritiea t Z t_OCA TiaN.- a. The loeotion of e+covotlehs and strnx ee for Edhm the be as shown a the woAdny *w&% Ne derirYom kvm the piened locctiww will be permitted unless approved by the Edson Inspector. See UGS-1. Per 2.2 b. Actud location of obstructionm storm drains andfar odw foreign utlifles to be tte resporn:bi y of tM Conbwtor. Sas UGS-1. Par 2.3. 13. Controctor is to wify location and wkMw of all sidewalks and drkwo prior to street light ihstaftle . See UGS-175.1. UGS-175.2 and UGS-1755 14. SZJRVEE r Surve#g of street innvove owts. property corners. lot Roes. f MdW grads. etc- neconewy fbr tins tihdd- k3bw of unberground fociities must be completed and markers or stakes placed prior to the start of the im- staktion. In addtion. Developer shad maintain the mwkers during the k%tolodo and bupection by Edison. Gr=k sad property line stdras roust Mow any dfad moommen ati 1S COORDINATION AND SUPfRMSION: The Developer shad provide supsrvldan over and cowdmotiw amwhl the venous aonbwksm an 1106 010 derAioprrwht In order to prevent dome" b Edson facilities. He is responsbk tar the oost of repoft ro- t. relooetim or otter Correctforw to Edison focNies mode rhsoeaso y by his fob to provide supervision or to otherwise comply with thew spedfbotiona 1e. TELEPHONE AND OTHER UT1u7Y REQU11100172 The drawing prepared for this job may also cover the fociffl s to be metaled far the telephone company and/or oUw ut5ty6 Any gwsOwte conoenbhq detak of Owk insiallc4m *wM be referred to the toorh,pay 17. OrNER9HP., Developer is to deed to the Edison Cwrgmy d stn+ckm shown hersen ascpt Rhoee si a s • weiorrw owet 1e. WARRANTT► Appdcwts expnsely represent and warrant that ap work performed and of material used In meeting AppiicmW obligations herein are free from defects in workmanship and an ih conformity with Southern Califamic Edison Corrgw s requirements. This warranty shall cwwranee upon receipt by Applicants of Co TVmys final ooceptalm and sthol expire one year tram that dots. Applicants ogres to promptty owrect to the Compemy s ssdsiocUm and that of any gowmnwtd agency having jkrhdietion and at Applicant's ehgsem any brooch of this warrarhty which may hoc- w apparent Wvugh Inspectbn or aperatbm of underground electric system by Cowgmy dmrbil fhb ron arty period. ». INSPECTION: Inspection is nqubed durihq tM caetruction period A 48 hour ridrm ce notice of intent to smart amAnxtbo Is required from the oantroctor to the Sautl+em CaWwvw s Edhm Company Slsnderde of Edhm oaabuctiem requirements an available upon request Contact Underground Inspector. Phone: (909) 357-6555 Telephone LIST OF MATERIALS NOTES. 1. Foote" quantites are opproxknato. [EDISON 2, where reference N to an itwn not deto leasee separate description list. 3.. This list provides a summory of mho jor ltw ns. SEE UGS SECTION INDEX FOR REFERENCE DRAYSHM QUAN. UNIT DESCRIPTION SIZE ITEM NO. REF DMIC. DATE 6 EACH HANDHOLES ler X 24' X 15' HH -5 I UGS-200 12/88 2 EACH PIH 5' X 10'6' X _r I --- I UGS-590.1 02 90 CONCRETE PRODUCTS Precast concrete iters complete with neck, cow, and Inserts may be obtained from any of the following listed and approved manufoctureres. ASSOCIATED CONCRETE PRODUCTS. INC. 4301 W. MacArthur Blvd.. Santa Ana. Calif. 92704 Phone:(213) 626-4653 (714) 557-7470 BROOKS PRODUCTS, RNC. 14221 Son Bernardino Ave.. Fontone+. Calif. 92335 Phone: (818) 443-3017 (909) 350-4111 UTNJTY VAULT CO. 10650 Hemlock Ave.. Fontana. Calif. 92335 Phone•. (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 FIRM DEV. INCLUDES PERMPAVING YES NO PERMIT NUMBER DATE STARTED DATE COMPLETED INSPECTOR UNDERGROUND SERVICE ALERT 1-800-227-2600 Coll USA For Underground Locating 2 Working D-ays Before You Dig M.L. CO.# 6 thru 10 S.L. CO.# 71 thru 85 & 94 HUNTER'S R IDLE *-PHASE 18 811 11 UNDERGROUND UTILITIES CONDUITS � DWG. N0. 2�E ET I of 7 DIS1INCT FOOTHILL Peat Ot A.2->+4LE`;----- Q fel o: 6630-1917 u Na 5-1902 ,u.A. NQ cso 17 u0. FOMDAAN 11oOMAS BRA& PQ S.B.CO. PG 4 E-3 INVENTORY MAP NUMBERS 238-2154-' DIST. SKETCH NO. I P 0VW D"M TRUCK NQ CSD 13 NO. nyt rT NMI 2 M . ® co 140 N By -PAW -PAW aaoe cargonx CHAPS= TO 0410= tiro CBD Na. ASSOCIATED w.0. 66,30-4052 N-4045 - 3 HUNTERS RIDGE CHERRY AVE N/0 BRIDLEPATH FON TANA -2 - i f, -44 err �LE�' R II 9 �T ___ ._ a _? NO D • 5E1 2 7 F". eel MAX1'cwu*W Durso eel DAn SOU THERM CA . FOW" EasoN COMPANY NEENEW Is LA