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Home My WebLink About2413PUBLIC STREET i FOR BEFORE DIAL M ; YOU DIG or e y lE TR. TREF RkI '' 1500 QUAIL NEWPORT BEACH, Ali TEL: 949-757-5411 APNN IN THE C ITY OF-RANCHO COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA RIGHT OF WAY PROPERTY LIME EASEMENT STREET CENTERLINE STREET LIGHT FIRE HYDRANT CATCH BASIN' /GRATE INLET WATER VALVE WATER DETER /BLOW OFF THRUST BLOCK REDUCER PROPOSED SANITARY SEWER PROPOSED SEWER MANHOLE PROPOSED SEWER CLEANOUT PROPOSED DOMESTIC WATER' PROPOSED STORM DRAIN MAINLINE PROPOSED STORM DRAIN LATERAL PROPOSED AREA DRAIN LATERAL go CITE OF ONTARIO VICINITY MAP NOT TO SCALE 9� N,twp_w�m h OWK - Im FLOW ARROW & GRADE RETAINING WALL 2:1 y SLOPE 0 0 EXIST, STREET" LIGHT ........ ......... EXIST. CATCH BASIN w — EXIST. RECLAIMED WATER m W EXIST. DOMESTIC WATER — — EXIST. SEWER ..� EXIST. STORM DRAIN' go CITE OF ONTARIO VICINITY MAP NOT TO SCALE 9� N,twp_w�m h OWK - Im CITY ENGINEER � � — RCE NO. 53672 y I 3 C IE 05 STREET DEMOLITION CONSTRUCTION NOTES DESCRIPTION A I IN 0 0 ......... DRIVEWAY ........ ......... ......... REMOVE EXISTING SIDEWALK ENGINEER'S "L REMOVE EXISTING CONCRETE SIDEWALK, DRAIN um Illwall'y'lligm on 1 ,_ . ._.- .w�. REMOVE AND RELOCATE EXISTING FIRE HYDRANT, VALVES AND PER , #�. SEPAWE } SOUTH U- __. DISPOSE �REMOVE AND DIRECTION ..`" ".` REMOVE AND RELOCATE POWER P O PER SCE DIRECTION AND FOR JOB SITE ` CONSTRUCTION, IN ING SAF TE COI~IDITIONS DURING THE COURSE OF INCLUDING SAFETY R/W 0 0 R/W OWNER'S EXPENSE } OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND c3 C/L PROTECT IN PLACE EXISTING DRIV at PROTECT PLACE STREET NOT BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL DEFEND, k... w_...._. NOTES __..__........._...W .. _ _...�� _.ww.w. _...... "mom.,. wow DESCRIPTION INDEMNIFY ,�P�d HOLD THE C�I`•�ER AND ENGINEER HARMLESS FROM ANY AI�I� ALL LIABILITY, g , I 12 48 , 4� 1' 2 CONSTRUCT 8" CUR & GUTTER PER CITY OF RANCHO CUCAMONGA STD. 4TH STREET------. PLAN DRIVEWAY CONSTRUCT APPROACH REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT CUCAMONGA - M1 0 ' TYPE C i CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN _ � � ` w INSTALL REFLECTIVE HYDRANT MARKER PER O-:.....RANCHO CUCAMONGA EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR PLAN INSTALL D AND STREET TREES' CONSTRUCTION . SHEET 1 INSTALL i R LENT LED STREET LIGHT BY S,C.E.; -_ _ — — _ ®— w_ _.�w ____ w __m.___ ... ««�.«« ..b. ....tea...._.. PAID FOR AND COORDINATED BY DEVELOPER � mmmmm INSTALL TRENCH DETAIL i FIBER OPTIC � CONDUITS i FIBER D R RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LO-CATION AND EXTENT. THE OWNER„ ABOVE j I' .. - «.u•. ,$ ad BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON', AGREES INSTALL VAULT FOR Fil ER OPTICS CONDUIT BY I N DEX MAP TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES MANHOLE (USE JACKMOON PLUGS OR APPROVED EQUAL) RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT CITY ENGINEER � � — RCE NO. 53672 y I 3 C IE 05 0 0 ENGINEER'S "L z ,_ . ._.- .w�. , #�. �CRTH 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY U- 0 SOUTH U- __. ..`" ".` E FOR JOB SITE ` CONSTRUCTION, IN ING SAF TE COI~IDITIONS DURING THE COURSE OF INCLUDING SAFETY R/W 0 0 R/W OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND c3 C/L NOT BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL DEFEND, w_...._. «. _wwww_._._._._.ww_ ....�_...�_._...._._w� __..__........._...W .. _ _...�� _.ww.w. _...... "mom.,. wow .._...._. INDEMNIFY ,�P�d HOLD THE C�I`•�ER AND ENGINEER HARMLESS FROM ANY AI�I� ALL LIABILITY, g , I 12 48 , 4� 1' 2 4TH STREET------. _ . . REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT �_.... _ � � ` w EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. ......................... -_ _ — — _ ®— w_ _.�w ____ w __m.___ ... ««�.«« ..b. ....tea...._.. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC — �-I - � mmmmm - «� R RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LO-CATION AND EXTENT. THE OWNER„ _ — — ..... . (' �g® " I' .. - «.u•. ,$ ad BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON', AGREES I N DEX MAP TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SCALE: 1 "=60' REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE N,T.S, I I FG FINISH GRADE R RIDGE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY e FL FLOWLINE RW RETAINING WALL OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY 4PT ANGLE POINT FS FINISHED SURFACE SD STORK DRAIN THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. A.C. ASPHALT CONCRETE GB GRADE BREAK S_ SLOPE AC ACRE HP HIGH POINT S, SW, SS SEWER, SANITARY SEWER . THE 'ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE A.B. AGGREGATE BASE INV INVERT TO PIPE SF, S.F. SQUARE FEET FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, ALL CHANGES TO THE BC BCR BEGIN! OF CURVE BEGIN OF CURB RETURN JT., JNT. L JOINT LENGTH ST STA STREET STATION PLANS DUST BE IN WRITING AND MUST BE APPROVED BY THE !PREPARER OF THESE BLDG BUILDING CU: RB FACE LAT L. F., LF LATERAL STD STANDARD PLANS. l �� 191 lu CF LINEAL FEET TC TOP OF CURB � � ° CB CATCH BASIN LP LOW POINT TEL TELEPHONE #. THE 'ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS - CEMENT -� CITY ' C G CURB & GUTTER L.S. LUMP SUM TF TOP OF FOOTING WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD DESCRIPTION CAE REVISION LATE CL CL, / CENTER LINE MAX MAXIMUM TG TOP OF GRATE CONNECTED WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT APPROVED CONC. N CONCRETE CO C MGMT. MANAGEMENT TYP. TYPICAL THE DIRECTION OF THE JURISDICTIONAL AGENCY, THE CONTRACTOR SHALL ASSUM E CITY CY CUBIC YARD MIN MINIMUM W, DW WATER, DOMESTIC WATER RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS DW, W DOMESTIC WATER' WA DOME TER MH MANHOLE WV WATER VALVE PRODUCTS CTS AND SHALL FOLLOW ALL AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS, DWY DRIVEWAY NTS P NOT TO SCALE PAD ELEVATION SHEET E.A., EA EACH F THE CONTRACTOR TO VERIFY ALL DIMENSIONS OF ECR END OF CURB RETURN PORTLAND CEMENT AND CONDITIONS SHOWN HEREONIAT JOB SITE PRIOR TO ANY CONSTRUCTION. EG EXISTING GROUND ,C.C. PIV CONCRETE POST INDICATOR VALVE FUSCOE ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO MR EL,, ELEV ELEC ELEVATION ELECTRIC P/L PROPERTY LINE THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR' TO . IMPLEMENTATION. 10220 4TH STREE7 EVC END VERTICAL CURVE POC POINT OF CONNECTION EX., EXIST. EXISTING PROP, PROPOSED Rt7W2Ci15 C�05flii, CA RANCHO FH FIRE HYDRANT R /W, ROW RIGHT OF WAY ' DRC20 �14- -00566 � , a,rr,rnxs rtira-tirarV aaaa-e - I uAuta`- or+,catia°k°rrara-% Rai rainaarr,,r I:arIh„svaa— Sara•^ r.r �,nsAm n„ A rove pATEv CITY ENGINEER � � — RCE NO. 53672 y I 3 C IE 05 N N 2 to LD I P P A J_'-11 C _P I 4NJ 10 4� _r i At 4 10 4; < ........... . c- E 0 M Eii Li EXIST. GAS LINE 0 co 6 + (n F_ EXIST, GAS LINE 0 r- r- 57< I "I 1--\\ Ln i I�_11_1"_'_""____I_'__ 1-1 + C3 EXIST. 12" WATER V + C;D; LJ cy) LLI m )w PP#T4283T8E7 Fo I 'Qw_ — ---- ------- /7i!L W,= zz U) E_ — — — - - - - - - - - - - - - 6 E 0 [_6 PP 442315E 6 A 73' 9 PP#4428315E RW — — — R — — - -E .4 pQJ44283 -WWI - - R% w R RW RW Rw /2 187"'1EICTRTC ufTE RW Rh RW RW RW RW RW ljW R�v 9w Rw AL EXIST. 30" RECYCLED WAT ui ss ss-__ XIST. 24" SEWER SS- S�$ u 10+00,00 4TH STREET s 10+00.00 HERMOSA AVENUE .. . ..... . lo� 0 20' 0' 10' 20' 17too 4TH STREET. I INI-1 20+00 --------------- ----L8too L *A, C. I Effi 3" WARNING TAPE 1 SACK RED SLURRY DUCT SPACER & JOINTS & 7'+ SPACING 3x4", 1x3", 1 x2", 7x1j" SCH 40 PVC FIBER OPTIC CONDUITS FUTURE #10 SOLID COPPER TRACE WIRE (GREEN OR BARE) TDAtIC WIRE TO ICE INSTALLED Cn 1=01w-Ow" WITH FIRST FIBER OPTIC CABLE NOTE: VAULT SPACING DEPENDS UPON BENDS, MINIMUM OF 600' APART, CO—ORDINATE PRIOR TO CONSTRUCTION WITH CITY ENGINEER FIBER OPTIC DETAIL SCALE 1" = 1' DIAL DAYS TWO WORKING �E BEFOR'Li BEFOR you pI G-,, YOU DIG i PP#4428315E M RW ............. . SCALE: 1 20' A Pj\],, 0220-371-03 IND LIE'3 T`� l Y L PAJ-V� I C� 0 219�11 Lw Rw Rw FS 11 mill !I P A _F-Al -C _iE API\],, 0210-0-37-1-02 PJW, 5520"39, JW3, 532110 NOTE CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES NOTIFY TH: E ENGINEER OF RECORD. NOTE. Z/\ SHEET 2A SUPERSEDES SHEET 2 UNTIL POWER POLES PP#41428318E AND PP#4428316E APP t�Pl r)rlTP'll 12Y q*1 ITUJLP rl;l !P&PIlill #;4lcZl*lJ LEGEND: PROPOSED AC PAVEMENT — �Z)_ — ___ Rw — Rw MOVE PROPOSED VAULT, J__ / — LOCATION WEST ACROSS PPS v vf-lv W 00 STILL PROVIDE El OTHER DRIV�AISLE F RUN SS RUN--WARK-ER FIB WHITE LANE LINE utff CITY STANDARD 1 )E _'__J WHITE LANE LINE PER STRIPING PLAN DWG 2392—S PER STRIPING PLAN -00 4D 18+00 4TH STREET- 17 - ----- 19+00 -------------- 20toG a -- — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- STREE-11- IMPROVEMENT PLAN. 11 IF! ir I "I's CURVE DATA REMOVE AND RELOCATE EXISTING POWER POLE PER SCE DIRECTION AND OWNER'S RADIUS EXPENSE Cl 6 °51'44" 23.34' PROTECT IN PLACE EXISTING UTILITY 67'21'58" PROTECT IN PLACE EXISTING DRIVEWAY [10] PROTECT IN PLACE EXISTING STREET LIGHT [E REMOVE EXISTING POLE CURVE DATA CURVE # DELTA LENGTH RADIUS TANGENT Cl 6 °51'44" 23.34' 20.00' 13.20' C2 67'21'58" 23.44' 19.93' 13.29' C3 -------- ---- ------------ ---------- 6643'28" 23.29' 20,00' 13.17' C4 70'33'05" 2117' 18.00' 12,74' 000 X z E5 7rE'_ — -- --------------- 0 PP#4428315 E RW — Rw — ss ss - FIM _OACHo TEMPORARY DRIVEWAY NPROVE ENT PLAN DIAL BEFORE YOU DIG m m LANE 3 WHITE LANE LINE PER STRIPING PLAN DWG 18+00 19+00 20+00 21+00 4- low 00 TEMPORARY DRIVEWAY IMPROVEMENT CGNSTRUCTION NOTES CONSTRUCT DRIVEWAY APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE C @ CONSTRUCT TEMPORARY 6" PCC DRIVEWAY TYPE B PER SPPWC STD, PLAN 110-2 @ CONSTRUCT 2' WIDE FULL DEPTH OF ASPHALT. MATCH EXISTING STREET SECTION CONSTRUCT 6" CONCRETE CURB AND GUTTER CONSTRUCT 6" CONCRETE CURB CONSTRUCT 6" CURB AND GUTTER TYPE A2 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 104 CONSTRUCT 7" THICK PCC PAVEMENT NOTE SHEET 24 SUPERSEDES SHEET 2 UNTIL POWER PGLES PP; 41428318E AND PP#4428316E ARE RELOCATED BY SOUTHERN CALIFORN'IA EDIISION. SCALE: Approved By I CO I ILO CITY ENGINEER C� NO-, 67514 .................. .. . . ... ... 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS AND AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE 'TO THESE STANDARDS AND SPECIFICATION. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGH7-OF-WAY DMITS OR IN ADJACENT AREAS WHERLE IMPROVEMENTS WORK IS TO BE DONE' SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT No COST TO THE CITY OF RANCHO CUCAMONGA.. 1 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH 'THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS DPERATION�, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS, 4� A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE 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 AS NEEDED AT WARPED OR VERTICAL CURVE AR�EAS. 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTIUTY LATERALS, MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7� COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING, 8, AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHAL BE SUBMITTIED TO THE CITY ENGINEER, USTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10, PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TEST TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR 'TO FINAL PLAN APPROVAL). 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON' NATIVE SOIL WHICH CONSIST OF A ROCKY MATERIAL, THE SUB -GRADE SHALI B1. c_ I %_ L_ L_ PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED i WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL, 12� IF THE ASPHALT CONCRETE IS -10 BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P,C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13, THE ESTIMATE OF QUANTITIES IS PROVIDED BY 111,1E ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMNATION AND BE RESPONSIBLE FOR HIS, OWN CONSTRUCTION QUANTITIES BEFORE SUBMI71ING A 80. ANY I"ITM OF WORK, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF rw`UANT,TIES SHALL BE CONSIDERED AS INCLUDED IN THE OTIHER ITEMS OF WORK. 14, STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A 14. AND 401-B SHALL BE CONSTRUCTED X-11 EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON REQUEST THE REQUIRED PLAN REV�SIONS SHALL BE PROMPTLY SUBMITTED 10 THE CITY ENGINEER FOR APPROVAL. I& WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERL)` STATE, THROIJGHOUTCONSTRUCTION, SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. 17. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. PHONE NUMNER 1-800-227-2600. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. CUCAMONGA VALLEY WATER DISTRICT D. VERIZON TELEPHONE: ATTENTION: JIM CLINE (800) 483-3000 D� 10440 ASHFORD STREET, POMONA, CA 91766 RANCHO CUCAMONGA, CA 91730-0638 1400 E, PHILLIPS BLVD. TELEPHONE: (909) 987-2591 E. METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI E. B. SOUTHERN CALIFORNIA EDISON ATTENTION: DAVID QUEZADA 700 N. MORENO AVENUE 7951 REDWOOD AVENUE LA VERNE, CA 91750 FONTANA, CA 92336 TELEPHONE: (909) 593-7474 TELEPHONE: (909) 930-8439 F. -TIME WARNER F. C. SOUTHERN CALIFORNIA GAS COMPANY 3633 INLAND EMPIRE BLVD. ATTENTION: JESUS GARCIA ONTARIO, CA 91762 1981 W. LUGONIA AVENUE TELEPHONE: (1888) 892-2253 REDLANDS, CA 9237A G, CHARTER COMMUNICATIONS G. TELEPHONE: (800) 427-2200 RES. 7337 CENTRAL AVENUE TELEPHONE: (800) 427-2000 COMM, RIVERSIDE, CA 92504 TELEPHONE: (866) 499-8080 STREET NAME BOTANICAL COMMON NAME MIN- GROW SPACING SIZE QUANTITY SPACE T_ PLATANUS ACER[IFOLIA I 4TH S17REET, FOREGROUND "COLUMBIA" LONDON PLANE "TREE 7s 40' O.C, 15" GAL, 4TH STREET BACKGPROUND 30% PINUS CANARIENSIS I CANARY ISLAND PINE 7$ 35' 0. C, GAL 2 CONSTRUCTION NOTES FOR STREET TREES: I PLA i , ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH C11 STAfNDARD I NS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS AS DEIERMINED BY THE C171, INSPE'CTOR. 3, ALI- STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. fl -Ir 1. THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL EXCEPT 66KV) ON THE PROJECT SIDE OF 4TH STREET SHALL. BE. UNDERGROUNDED FROM THE FIRST POLE OFFS11TE WEST OF THE WESTERLY PROPERTY LINE TO FIRST POLE EAST OF EASTERLY PROPERTY LINE PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, WHICHEVER OCCUR FIRST. 2. STREET TREES' REMOVAL ARE SUBJECT TO TREE REMOVAL PERMIT. TREF RANCHO, LLC 1500 QUAIL STREET, SUITE 150 NEWPORT BEACH, CA 92660 TEL� 949-757-5411 TOPOGRAPHIC SURVEY ENGINEER IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA 'PMT165 jWI-B. 5'.q� n n n n �ni C- -.A A� Ik L . ... ..... C) N N two 4Fr ANGLE POINT A.C� ASPHALT CONCRETE AC AC R E A.B. AGGREGATE BASE BC BEGIN OF CURVE BCR BEGIN OF CURB RETURN BLDG BUILDING CF CURB FACE Cs CKICH BASIN 10 C/1- CURB & GUTTER C/L, CL, CENTER LINE CONC. CONCRETE CY CUBIC 'YARD DW, w DOMESTIC WATER, WATER DWY DRIVEWAY E.A., EA EACH ECR END OF CURB RETURN EG EXISTING GROUND EL,, ELEV ELEVAT, ION ELEC ELECTRIC EVC END VERTICAL CURVE EX_ EXIST. EXISTING FIH FIRE HYDRANT PROP. PROPOSED EXIST. STREET LIGHT EA 'EXIST. CATCH BASIN EXIST. RECI-AIMED WATER ... ......... EXIST. DOMESTIC WATER EO EXIST. SEWER IPROTECT IN PLACE EXISTING STREET LIGHT EXIST, STORM DRAIN EA 1 EA STREET IMPROVEMENT CONSTRUCTION NOTES CN DESCRIPTION QUANTITY UNIT' rq-'� CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. 44 11 LF PLANS, PLAN 04 4� THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS --CEMENT CONSTRUCT 2' WIDE FULL DEPTH ASPHALT MATCH EXISTING STREET SECT ION 382 Sr WATER PIPE OR ANY PRODUCTS %CONTAINING ASBESTOS DUE TO THE HEALTH H Z, D g CONSTRUCT DRIVEWAY APPROACH AND SIDEWALK PER CITY OF RANCHO CITY CONNECTED WITH SUCH PRODUCTS. SPECIFICATION' HEREON OFAN Is ; 1,358 CUCAMONGA STD, PLAN 101, TYPE C SF THE DIRECTION OF THE JURISDICTIONAL AGENCY. T E 0 TO CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD, 2,144 SF RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECT OVA,L s PLAN 114 PRODUCTS AND SHALL FOLLOW ALL AND E.P.A. G I MI H LTH HAZARDS. INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA 5 0 STD. PLAN 134 2 EA 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS INSTALL STREET TREES PER STREET TREE LEGEND AND STREET TREES' t::7 tI:EA AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTR�, 10, N. CONSTRUCTION NOTES ON SHEET 1 ::: FLISCOE ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. ON& T -O—_'- THE PILAN SHALL BE APPROVED BY THE ENGINEER EMENTATION. 9,500 LUMEN HPSV - EQUIVALENT LED STREET LIGHT BY S,C.E.; I 5� TINSTALL _ - PAID FOR AND COORDINATED BY DEVELOPER .1 LS �D 4 i I INSTALL TRENCH DETAIL FOR FIBER OPTIC CONDUITS PIER CITY OF RANCHO J, CUCAMONGA STD, PLAN 1355 245 LF INSTALL END OF RUN MARKER FOR FIBER OPTIC CONDUITS PER CITY OF 2 RANCHO CUCAMONGA STD. PLAN 136 EA 10INSTALL 0 f EA MANHOLE ( USE JACKMOON PLUGS OR APPROVED EQUAL) I it f INSTALL R-26(S)(CA) SIGN "NO STOPPING ANY TIME" 1 EA g R L iwil n t:!� d�_ 4TH TREET H EET 2" 77 _-ANIE -in #0 w M Is ft w UP two 4Fr ANGLE POINT A.C� ASPHALT CONCRETE AC AC R E A.B. AGGREGATE BASE BC BEGIN OF CURVE BCR BEGIN OF CURB RETURN BLDG BUILDING CF CURB FACE Cs CKICH BASIN 10 C/1- CURB & GUTTER C/L, CL, CENTER LINE CONC. CONCRETE CY CUBIC 'YARD DW, w DOMESTIC WATER, WATER DWY DRIVEWAY E.A., EA EACH ECR END OF CURB RETURN EG EXISTING GROUND EL,, ELEV ELEVAT, ION ELEC ELECTRIC EVC END VERTICAL CURVE EX_ EXIST. EXISTING FIH FIRE HYDRANT ""HE T POGRAPHY SHOWN HEREON 1S BY:FUSCOE ENGINEERING, INC. 0, 1 2850 INLAND EMPIRE BLVD, SUiTE B ROBERT J. LUNG & ASSOCIATES ONTARIO, CA 91764 2832 WALNUT AVENUE, SUITE 'E_ PH: (909) 581-0676 TU STIN, CALIFORNIA, 92680 FAX: (909) 5811-0696 EMAIL: CGONZALEZOFUSCOE.COM PHO -10 DATE: 9/11/13 FG FINISH GRADE FL FLOWLINE' FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT TO PIPE JT., JNT. JOINT L LENGTH LAT LATERAL L, F., LF LINEAL FEET tp L LOW POINT L.S. LUMP SUM MAX MAXIMUM MGMT. MANAGEMENT MIN MINIMUM MH MANHOLE NTS NOT TO SCALE IP PAD ELEVATION P.C.C. PORTLAND CEMENT BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES CONCRETE PIV POST INDICATOR VALVE P/L PROPERTY LINE POC POINT OF CONNECTION PROP. PROPOSED SOILS ENGINEER NORCAL ENGINEERING SOILS AND GEOTFCHNICAL CONSUTANTS 10641 HUMBOL STREET LOS ALAMITOS, (;A 90720 PH: (562) 799-9469 FAX, (562) 799-9459 CONTACT: KEITH D, TUCKER R R11 D IG E RW RETAINING WALL SD STORM DRAIN S= SLOPE S, SIN, SS SEWER, SANITARY SEWER SF, S.F� SQUARE FEET ST STREET STA STATION STD STANDARD TC TOP OF CURB TEL TELER'HONE TF TOP OF FOOTING TG TOP OF GRATE TYP� TYPICAL W, DW WATER., DOMESTIC WATER WV WATER VALVE SHEETINDEX SHEET NO. DESf_'RIPTION T I ITLE SHEET 2 4TH STREET LEGEND CN DESCRIPTION RIGHT OF WAY UNIT PROPERTY LINE — — — — — — — — — EASEMENT SF STREET CENTERLINE REMOVE EXISTING SIDEWALK STREET LIGHT SF FIRE HYDRANT 01 CATCH BASIN/GRATE. INLET SF WATER VALVE SAWCUT AND REMOVE EXISTING CURB AND GUTTER WATER METER/BLOW OFF LF THRUST BLOCK 48' 48' REDUCER REMOVE AND RELOCATE EXISTING FIRE HYDRANT, VALVES AND METER PER PROPOSED SANITARY SEWER PROPOSED SEWER MANHOLE g PROPOSED SEWER CLEANOUT DW-- DW-- PROPOSED DOMESTIC WATER EA PROPOSED STORM DRAIN MAINLINE I REMOVE AND DISPOSE EXISTING TREES AT OWNEWS DIRECTION 6 PROPOSED STORM DRAIN LATERAL BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES PROPOSED AREA DRAIN LATERAL 2% FLOW ARROW & GRADE mmw:��_R= RETAINING WALL 2:1 SLOPE PROTECT IN PLACE EXISTING UTILITY EXIST. STREET LIGHT EA 'EXIST. CATCH BASIN EXIST. RECI-AIMED WATER ... ......... EXIST. DOMESTIC WATER EO EXIST. SEWER IPROTECT IN PLACE EXISTING STREET LIGHT EXIST, STORM DRAIN WMANAN I, I IT0010 SITE Uj M I 6th ST!EET TRADEMARK Ld :> J Z. X CONC INLAND CITY OF ONTARIO VICINITY MAP NOT TO SCALE N 51" - jACHo �d STREET DEMOLITION CONSTRUCTION NOTES CN DESCRIPTION QUANTITY UNIT [j] REMOVE EXISTING DRIVEWAY 704 SF 20 REMOVE EXISTING SIDEWALK 8506 SF 0:2 0 REMOVE EXISTING CONCRETE SIDEWALK DRAIN 50 SF F4, SAWCUT AND REMOVE EXISTING CURB AND GUTTER 147 LF INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 2' 48' 48' 12' REMOVE AND RELOCATE EXISTING FIRE HYDRANT, VALVES AND METER PER EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENIC,17 OF THE OWNER OR g SEPARATE PLAN 2 EA 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC 7- T 17- 7 L I REMOVE AND DISPOSE EXISTING TREES AT OWNEWS DIRECTION 6 EA BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES REMOVE AND RELOCATE EXISTING POWER POLE PER SCE DIRECTION AND TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES OWNER'S EXPENSE 2 EA PROTECT IN PLACE EXISTING UTILITY 3 EA WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PROTECT IN PLACE EXISTING DRIVEWAY 1 EA EO OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY IPROTECT IN PLACE EXISTING STREET LIGHT 2 EA 1 EA STREET IMPROVEMENT CONSTRUCTION NOTES CN DESCRIPTION QUANTITY UNIT' rq-'� CONSTRUCT 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. 44 11 LF PLANS, PLAN 04 4� THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS --CEMENT CONSTRUCT 2' WIDE FULL DEPTH ASPHALT MATCH EXISTING STREET SECT ION 382 Sr WATER PIPE OR ANY PRODUCTS %CONTAINING ASBESTOS DUE TO THE HEALTH H Z, D g CONSTRUCT DRIVEWAY APPROACH AND SIDEWALK PER CITY OF RANCHO CITY CONNECTED WITH SUCH PRODUCTS. SPECIFICATION' HEREON OFAN Is ; 1,358 CUCAMONGA STD, PLAN 101, TYPE C SF THE DIRECTION OF THE JURISDICTIONAL AGENCY. T E 0 TO CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD, 2,144 SF RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECT OVA,L s PLAN 114 PRODUCTS AND SHALL FOLLOW ALL AND E.P.A. G I MI H LTH HAZARDS. INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA 5 0 STD. PLAN 134 2 EA 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS INSTALL STREET TREES PER STREET TREE LEGEND AND STREET TREES' t::7 tI:EA AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTR�, 10, N. CONSTRUCTION NOTES ON SHEET 1 ::: FLISCOE ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. ON& T -O—_'- THE PILAN SHALL BE APPROVED BY THE ENGINEER EMENTATION. 9,500 LUMEN HPSV - EQUIVALENT LED STREET LIGHT BY S,C.E.; I TINSTALL _ - PAID FOR AND COORDINATED BY DEVELOPER .1 LS �D 4 i I INSTALL TRENCH DETAIL FOR FIBER OPTIC CONDUITS PIER CITY OF RANCHO CUCAMONGA STD, PLAN 1355 245 LF INSTALL END OF RUN MARKER FOR FIBER OPTIC CONDUITS PER CITY OF 2 RANCHO CUCAMONGA STD. PLAN 136 EA 10INSTALL 0 VAULT FOR FIBER OPTICS CONDUIT BY UTILITY CO. ED -466-84 2 EA MANHOLE ( USE JACKMOON PLUGS OR APPROVED EQUAL) (DI INSTALL R-26(S)(CA) SIGN "NO STOPPING ANY TIME" 1 EA I , f 1", 7 P, a 1, EXISTING SURVEY MONUMENTATION r i Q I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDS(S) THAT COULD BE DISTURBED BY CONSTRUCTION OF THE THE PUBLIC STREET AND STORM DRAIN IMPROVEMENTS. ALL SAID MONUMENT ,S WHICH CURRENTLY EXIST IN THE FIELD AREA SHOWN ON THESE PLANS A' ARE DESCRIBED ON SHEET NO. 2. DATED ------- ------- ALAN C. HiLLWIG LS 5137 Approved By T, CITY ENGINEER DESIGNED BY: 0; NO. C 047255 CG Exp. 12/3,1�05 ;a DRAWN BY: cc CIVIL OF 0,01 CHECKED BY: SE DATE: RCE NO. 53672 Nits I RECOMMENDED: FUSCOE E 9 6 1 N E E It I N 0 2850 Inland Empire Boulevard, Suite 8 Ontario, California 9176A tel 909.581.0676 11 fox 909,581.0696 www�fuscoe.com OPINTURE M11 SHEET 1 OF 2 3019 0 ENGINEER'S NOTICE TO CONTRACTOR- z §0 1, CONTRACTOR AGREES THAT HE SHAII-L ASSUME SOLE AND COMPLETE RESPONSIBILITY NORTH 71 0 LIL- 0 U_ SOUTH FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY R/W 0:2 0 R/W OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND �� D C/L NOT BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL DEFEND, 60' 0 0 U 60' INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 2' 48' 48' 12' REAL. OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENIC,17 OF THE OWNER OR ENGINEER, 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC 7- T 17- 7 L I RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDER' ' 'ROUND UTILITIES OR STRUCTURES NOT 4TH STREET REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE �ISTING WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS, 4� THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS --CEMENT WATER PIPE OR ANY PRODUCTS %CONTAINING ASBESTOS DUE TO THE HEALTH H Z, D g DESCRIPTION OF REVISION DAIE CITY CONNECTED WITH SUCH PRODUCTS. SPECIFICATION' HEREON OFAN Is ; APPROVED THE DIRECTION OF THE JURISDICTIONAL AGENCY. T E 0 TO CITY OF RANCHO CUCAMONGA RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECT OVA,L s PRODUCTS AND SHALL FOLLOW ALL AND E.P.A. G I MI H LTH HAZARDS. TITLE SHEET 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTR�, 10, N. FOR FLISCOE ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. ON& T -O—_'- THE PILAN SHALL BE APPROVED BY THE ENGINEER EMENTATION. 10=0 4111 87%M-7 �D 4 i I ;; i 1�%k 1^ A A I , f 1", 7 P, a 1, EXISTING SURVEY MONUMENTATION r i Q I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORDS(S) THAT COULD BE DISTURBED BY CONSTRUCTION OF THE THE PUBLIC STREET AND STORM DRAIN IMPROVEMENTS. ALL SAID MONUMENT ,S WHICH CURRENTLY EXIST IN THE FIELD AREA SHOWN ON THESE PLANS A' ARE DESCRIBED ON SHEET NO. 2. DATED ------- ------- ALAN C. HiLLWIG LS 5137 Approved By T, CITY ENGINEER DESIGNED BY: 0; NO. C 047255 CG Exp. 12/3,1�05 ;a DRAWN BY: cc CIVIL OF 0,01 CHECKED BY: SE DATE: RCE NO. 53672 Nits I RECOMMENDED: FUSCOE E 9 6 1 N E E It I N 0 2850 Inland Empire Boulevard, Suite 8 Ontario, California 9176A tel 909.581.0676 11 fox 909,581.0696 www�fuscoe.com OPINTURE M11 SHEET 1 OF 2 3019 w! J1- Of LLJ f ti /L ST. INT. 10+00 00 4TH STREET 10+00,00 HERMOSA AVENUE _4 0 � — — ON PP#4428315E 3" WARNING TAPE 8 SACK RED SLURRY DUCT SPACER & JOINTS & 7m+ SPACING 3x4", 10", 1x2", 7x1j- SCH 40 PVC FIBER OPTIC CONDUiTS FUTURE #10 SOLID COPPER TDAI'r WIRE fnDEEN r)D mAor% A A? C` A PN� jn2 1 A M . n21 n 7 D -5 2, 4 B 52 /,1 Lj , ZONE: IINLOU'� if�i A 0ARK > 4 L r L-101 10 _j > _j 0 Uj t Li Ld W - EXIST. GAS LINE CD l-- c 4 00 L) + 4 2�A EXIST. 12" WATER ij N x z EXIST. GAS LINE + _T 5< U.1- 1-7- C14 M 7/ 77 �r�42 3T -8r- 71 7, 7-T, 7 XZl el�lll A M/ ED A 7� ?7/* F P w Z� -7 Z EXIST. CURB zi '5' 6 LI:6] & GUTTER _j P R E e 75' PP#4428315E 44,28 E X IS T. F ,ECTRlG LINE EXIST. 30" RECYCLED WATER EXIST, 24" SEWER r A�rU 0-rE)E=-r 17 t OUD 18 -foo 19+00 20' 0' 10' 20' — ------------------ - - 21 +00 SCALE: 1 20' jACHo 1' (PER DESIGN) CA.& TRACE WIRE TO BE INSTALLED 2vf WITH FIRST 'FIBER OPTIC CABLE NOTE: VAULT SPACING DEPENDS UPON BENDS, MINIMUM I OF 600' APART, CO-ORDRNATE PRIOR TO CONSTRUCTION WITH, CITY ENGINEER FIBER OPTIC DETAI:L SCALE I " = V NOTE: *APPLY IF FIBER STRUCTURAL R4 * SLURRY TO SURFA GRIND 18" ON BOTF, 3P-619 THE DEPTH OF A/C. LINE LOCATED WITHIN STREET AREA. OF EXISTING AC )ES OF TRENCH TO EL 11, 7 71 APN� 02 11 U 02 F) h.4 _17 ) 7 n AAA F) -r- -; /I NOTE -L CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES NOTIFY THE ENGINEER OF RECORD. + x ON' cj " t�_ C) �tl ff�6 U_) 00 tr) Uj w r-- csj C"4 N 3z tO CO �— C14 Uj z co 00 87- + cr; 06 z EXIST. 12" WATER U E + + F EXIST. 'GAS- LINE 6 C'4 C -q N, r 4- PP#4428316r• EXIST. 12" VIIATE 4 Uj RELOCATED ryryLV L -J i2 < 6w AV 4\ '777 ;4 V, —A 7, 7, -- -------- 0 '1 eI — ----- U) '70 4 )j 4Z. EXIST. CURB (0, �22 7. e2g.29 1 (28.�5 9 j 1 Pp, 0 09 - PP#4428315E I L6 0) 452'62GSE —1 29.13 I & GUTTER -- --------- Rw -j FS 'Cli R; 29.03' ELEGTRI LINE'�2 - FS 2 AJFS A:L �A' EXIST J�sP RECYCLED WATER 00 ----EXIST. 24' SEWER !"e < z A&AAAArVVVVVANVVVN"~ 7, ANNAAVANVVYAAAAN~ CL F, DIAL TWO WORKING 0 BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STREET IMPROVEMENT CONSTRUCTION NOTES 01 CONSTRUCT 8" CURB & GLITTER PER CITY OF RANCHO CUCAMONGA STD. PILAN 1104 CONSTRUCT 2' WIDE FULL DEPTH ASPHALT MATCH EXISTING STREET SECTION 0 CONSTRUCT DRIVEWAY APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 3 PIAN'101, TYPE CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 114 05 INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134 60 INSTALL STREET TREES PER STREET TREE LEGEND AND STREET TREES' CONSTRUCTION NOTES ON SHEET 1 INSTALL 9,500 LUMEN HPSV - EQUIVALENT LED STREET LIGHT BY S.C.E.; PAID FOR AND 4 'v INSTALL TRENCH DETAIL FOR FIBER OP711C CONDUJT PER FIBER OF11C DETAIL ABOVE �8) I Is CUCAMONGA STD, PLAN 136 INSTALL VAULT FOR FIBER OPTICS CONDUIT BY UTILITY CO. ED -466--84 MANHOLE (USE (LO) JACKMOON PLUGS OR APPROVED EQUAL) (3 INSTALL R-26(S)(CA) SIGN "NO STOPPING ANY TIME - LEGEND-.- PROPOSED AC PAVEMENT PROPOSED SIDEWALK PROPOSED LANDSCAPE AREA SAWCUT AND REMOVAL OF EXISTING PAVEMENT SIDEWALK, DRIVEWAY AND CONCRETE REMOVAL 20' 0) 101 20' STREET TREE SCALE: 1 20' 3 t ------ 1,Tj > 7 00 'IT Lb -Lo- L0 0-> 2 f,6 L . + to — 0 Uj t", Lj Lr) z + + 6 cyi cy; 04 14 P, --------- e _-L 4TH SIMEET 5 20tOO 21 t2O S"TRPEET IMFiROVEMENT PLAN. I REMOVE EXISTING DRIVEWAY Is 2 REMOVE EXISTING SIDEWALK 3 REMOVE EXISTING CONCRETE SIDEWALK DRAIN El] SAWCUI AND REMOVE EXISTING CURB AND GUTTER I5 REMOVE AND RELOCATE EXISTING FIRE HYDRANT, VALVES AND METER PER SEPARATE PLAN [:6] REMOVE AND DISPOSE EXISTING TREES AT OWNER'S DIRECTION I- REMOVE AND RELOCATE EXISTING POWER POLE PER SCE DIRECTION AND OWNER'S L-71 EXPENSE E8] PROTECT IN PLACE EXISTING UTILITY [:9] PROTECT IN PLACE EXISTING DRIVEWAY [g PROTECT IN PLACE EXISTING STREET LIGHT [fifl REMOVE EXISTING POLE 1 A & F_ CURVE DATA CURVE # DELTA LENGTH RADIUS TANGENT C1 66'51'44" 23.34' 20.00' 13.20' C2 67'21'58" 23,44' 19,93' 1 13.29' 1; C3 -e` 13.17' C4 70'33'05" 22.17' 18 LANDSCAPE PLAN. APPROVAL 0 ' F THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL -1,4 DESIGNED BY, RECOMMENDED: (3 L1 tg X r, n Uj 46 C, - rn C14 r1l 0 cq It. LC> + L x z z EXIST. GAS LINE U U_ CD >< + x ON' cj " t�_ C) �tl ff�6 U_) 00 tr) Uj w r-- csj C"4 N 3z tO CO �— C14 Uj z co 00 87- + cr; 06 z EXIST. 12" WATER U E + + F EXIST. 'GAS- LINE 6 C'4 C -q N, r 4- PP#4428316r• EXIST. 12" VIIATE 4 Uj RELOCATED ryryLV L -J i2 < 6w AV 4\ '777 ;4 V, —A 7, 7, -- -------- 0 '1 eI — ----- U) '70 4 )j 4Z. EXIST. CURB (0, �22 7. e2g.29 1 (28.�5 9 j 1 Pp, 0 09 - PP#4428315E I L6 0) 452'62GSE —1 29.13 I & GUTTER -- --------- Rw -j FS 'Cli R; 29.03' ELEGTRI LINE'�2 - FS 2 AJFS A:L �A' EXIST J�sP RECYCLED WATER 00 ----EXIST. 24' SEWER !"e < z A&AAAArVVVVVANVVVN"~ 7, ANNAAVANVVYAAAAN~ CL F, DIAL TWO WORKING 0 BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STREET IMPROVEMENT CONSTRUCTION NOTES 01 CONSTRUCT 8" CURB & GLITTER PER CITY OF RANCHO CUCAMONGA STD. PILAN 1104 CONSTRUCT 2' WIDE FULL DEPTH ASPHALT MATCH EXISTING STREET SECTION 0 CONSTRUCT DRIVEWAY APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 3 PIAN'101, TYPE CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 114 05 INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134 60 INSTALL STREET TREES PER STREET TREE LEGEND AND STREET TREES' CONSTRUCTION NOTES ON SHEET 1 INSTALL 9,500 LUMEN HPSV - EQUIVALENT LED STREET LIGHT BY S.C.E.; PAID FOR AND 4 'v INSTALL TRENCH DETAIL FOR FIBER OP711C CONDUJT PER FIBER OF11C DETAIL ABOVE �8) I Is CUCAMONGA STD, PLAN 136 INSTALL VAULT FOR FIBER OPTICS CONDUIT BY UTILITY CO. ED -466--84 MANHOLE (USE (LO) JACKMOON PLUGS OR APPROVED EQUAL) (3 INSTALL R-26(S)(CA) SIGN "NO STOPPING ANY TIME - LEGEND-.- PROPOSED AC PAVEMENT PROPOSED SIDEWALK PROPOSED LANDSCAPE AREA SAWCUT AND REMOVAL OF EXISTING PAVEMENT SIDEWALK, DRIVEWAY AND CONCRETE REMOVAL 20' 0) 101 20' STREET TREE SCALE: 1 20' 3 t ------ 1,Tj > 7 00 'IT Lb -Lo- L0 0-> 2 f,6 L . + to — 0 Uj t", Lj Lr) z + + 6 cyi cy; 04 14 P, --------- e _-L 4TH SIMEET 5 20tOO 21 t2O S"TRPEET IMFiROVEMENT PLAN. I REMOVE EXISTING DRIVEWAY Is 2 REMOVE EXISTING SIDEWALK 3 REMOVE EXISTING CONCRETE SIDEWALK DRAIN El] SAWCUI AND REMOVE EXISTING CURB AND GUTTER I5 REMOVE AND RELOCATE EXISTING FIRE HYDRANT, VALVES AND METER PER SEPARATE PLAN [:6] REMOVE AND DISPOSE EXISTING TREES AT OWNER'S DIRECTION I- REMOVE AND RELOCATE EXISTING POWER POLE PER SCE DIRECTION AND OWNER'S L-71 EXPENSE E8] PROTECT IN PLACE EXISTING UTILITY [:9] PROTECT IN PLACE EXISTING DRIVEWAY [g PROTECT IN PLACE EXISTING STREET LIGHT [fifl REMOVE EXISTING POLE 1 A & F_ CURVE DATA CURVE # DELTA LENGTH RADIUS TANGENT C1 66'51'44" 23.34' 20.00' 13.20' C2 67'21'58" 23,44' 19,93' 1 13.29' 1; C3 66*43'2823.29' 20.00' 13.17' C4 70'33'05" 22.17' 18 LANDSCAPE PLAN. APPROVAL 0 ' F THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL PP#4428315E, CIS 4-M STREET FOR 10220 4TH STREE7 A CI MANCHO CUCAMONGA, k .��!U S ROW2015— CUR VILINEAR SIDEWALK SHALL, BE CONSTRUCTED IN CONFORMANCE WITH STANDARD Approved By DATE: DRAWING NO. 114 THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THE slo. CITY ENGINEER RCE NO, 5 I2 LANDSCAPE PLAN. APPROVAL 0 ' F THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL -1,4 DESIGNED BY, RECOMMENDED: BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO FIT EkISTING FIELD CONDITIONS AS APPROVAL BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER NO. C 047255 CG PRIOR To FINAL CONSTRUCTION, THE PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A w M Exp. 12/3,45 ;D DRAWN BY: FUSCOE SHEE.7 MINIMUM OF 48 HOURS PRIOR TiANTICIPATED FIELD INSPECTION. IN THE EVENT MAJOR 2 2 CHANGES ARE PROPOSED TO THE CONCEPTUAL SIDEWALK LAYOUT PLAN TWO SETS OF CG OF RED LINED PLANS SHOWING 'THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE P, owk- N CHECKED BY: 2850 Inland Empire Boulevard, Suiie B DRAWING NO, SAME TIME THE 48 HOUR NOTICE IS GIVEN TO THE CITY. r OF GN0i Ontario, California 91764 SE tel 909.581.0676 0 fox 909.581.0696 www.fuscoe.corn PROJECT SHEET NO. OF U J 'A&R WA'� iJlel� . . ... ....... . 4428314E 4428315E 1601 4428316E NT Ani 4428317E 4428318E 4428319E AA11001MET A Ll Lu > < z "Sl Z' 487' '195' 220' lz �-_Pl -t7l x s ac"ate" CAME MMM Ys° a art 1 SLAB i-5" K{ s -^-M75 TO V7245 or 4-V 10220 47H STREET 5i 4-5" HDD .326/42 �,... s E �5 4^u � Y° � � � e'0 A#3i'&3k§23iiMA 7w S -low 12KY 277/400 3P To It e i$ 55` Y �" p T €RR44 .�._...— I:7 7tI$�1 59Lh9 `S' mo E� too— 40 H -SAP iitJ'?�'---€Yk 3W ?G € M _..._..__._._..... RAM Gs U s_. OL -�6„ �' •-„e'er--,.� _-."",,.^'..-, 4 _. ..v.. .,,,_._.. � ^"� To H 8 W .__...v.�.__ 3.2; '. 50” # 1' [.4'4i i1�tT R '�Y TO 7401 GH°' k•_ ��,,,,,,{j .._�-_�,_, 'el7 a ....�. .•.�-- -...w `l. ^4" �'d3 L3. :1i4 Yw.2 twIT 2i t t 1 _ 2c'63?� :x2637 C r' '� ---m .-....w ; ..�.�...._ s^. .� ...�. s m^ - —.w.._., . iP� 7 YxsE 1 _ s5 __ __ - &S d/ s gg4t 4�.-7- HW 70otE ONMO " Sa ..__� .. .... CWf -- •, _ Dw 0 _ DW w flip -_ __ DW DW >w s_ a -- ; Dw �_ _ Ora B . .,OW _ _ _OW_ __ _W DIN ®-- — ops - AS 0�111 ILT *SPECAL ORDER SLAB BOX FOR CABLE TRENCH TD1 114575 CO: P5636857 SLAB BOX LINE EXTENSION 10'x12' CONCRETE \ \ CO� 1- S SO 16 X 12''H/TUB 5V'6"X5' IN: I- GR J2 STR PM/8URLD TRAN,S 150-30N'VA W/ROD IN: 2- CNN HYLUGS PM 3-7, 00 1 -350 1211160 3P IN: 1- CAN BOLTS PM 4/0 AND UP 12/116KV 3P IN., I- TR PM F DE 150KVAL 12KV 277/480v, 3P+ Sw ft 3-#700 1-#350 CLP 10' (1 runs) MI: 3-#700 IJ350 CLP 10' (1 runs) P6857 TO PULL SECTION IN: 1- MTR KW 2,5A IMN 4" 400/5 277/480 3P 4W ,MSR# 7676473 TD1 '114575 CO: P5636856 PME LINE EXTENSION 2 48gx720 PAD Li CO: 1- S SO 06' W,/2' -6'X4' BOX FOR PMH -5 IN: 8- CBL 1/0 AL 3-1/C 17KV CLP PJ MI: 10- COL 1/0 AL 3-1/C 17KV CLP PJ P6856 TO P6857 (PULL RNIARY THROUGH PME BOX) IN: I- SL CBL RACK CCWP 31', 11", 36' FOR PB -j Tv C" R A C'!H'(,__) C' A �A 0 r7 it rw 10220 4TH ST 20OMP PANEL 277MOW 3PHASE IN 119.19KW 302TON VD=0.13% __4 T. L. M, D A TA - P5636857 SIZE KVA CUST % LOAD It it EXIST. NA NA NA NA% 't IAMOND PLATE -PROTECTIVE BARRIERS TYP CUSTOMER TO PROVIDE D PROP�, 150 -119 1 97. TO COVER OPENINGS FOR FUTURE PME SEE DETAIL 'ABLE TRENCH CO: 10'-- 24"x30" C 1V VOLTAGE DROP: 0.13 FLICKER FACTOR: NA CO: 50' 5" DU'T 711",� P/L TO P6856 PRL CIRCUIT: RUTTMAN 12KV QF r V6575 TO V7245 A41%,�� r 67 4-5" il"� C UI ST EX CAP TO P/L 'TO PROVIDE DIAMOND PLATE TO COVER BETWEEN 57' 4-5" HDG �ti'11� ", I., J ORMER OPENING IN SLAB BOX. TEN V7245 TO P6856 211 LBS TRANSFORMER AND I�RANSFC ""A n" 645' 4-5" 1? 769' 3-1000-12KV -5" DUC-7 C n- 8' 1 -7 P6656 10 p685 A, 0� z. PICK UP EXISTING 5" CAP AND EXTEND TO P6856. SCE CONTRACTOR TO -Z MANDREL CONDUIT FROM V7245 TO P:6856� IF EXISTING DUCT (V7245 TO CAP) N,, v IS DAMAGED, CUSTOMER IS RESPONSIBLE FOR REPAIRS OR REPLACEMENT, l, T_ Q EX 55' _5" <:i- A - o VZ245 TO CAP,, .0v H 4428316E TO BE INSTALLF 140' 1 - 1 EXIST. GASS LINE BY TRANS D1042536 _t L 4428315-- ON T 70 2000 _1 - ----- -/ ------ ---- EXIST� 12" WATER T - FO FG, FO F0 0 0 . .......... EXIST� IR' 4S671324E CURB -Lb _R RWI '�RW ------ 6 RW RVY RW GUTFP Rw 4W RW RW RW el i? X EXIST� 24" SEWER,\ S �,Z %SS SS \--4428,31SE 'TO 9E REII OVO 0 TRANS ON TDI 04253q (D + + 4TH STR T 'L71 DW — — — DIN — DW DIN — — — DW DW — — — DW — DW DW — — — DW SO SD SD SD t GS �69 , JO TD1 114575 E - X: V5617245 VAULT LINE EXTENSION 7'048' Tub St�.e TUB STflE EX: 1-0 RAM SF6 BODA 12KV (GS6907) ft 3- JJ DE DO RCPT INS W/TST PNT 600A IN: 3- JJ DBE 1/0 200A W/BUSH EXT 11/0 600A MI: 20- CBL 1 /0 AL 3-1 /C 17KV CLP Pi GAS SNTCH TO J-8ARS, I N: 3- Jj LB JUNC BAR 4WY 200A 15KV INI B- JJ LOE 1/0 200A `120 IN: 6- JJ LB INS CAP 200,A 'I 5KV IN. 110- COL 1 /0 AL 3- 1 /C 17KV CLP Pj Mt 10- COL 1/0 AL 3-1/C 17KV CLP PJ V7245 TO P6856 CF: 5- CM DUCT 5" CF: 5- CM DUCT FOR EXCAVATION CAP TO PA FINAL DESIGN APPROVED FOR CONSTRUCTION 10, ', -S, 25' 1-1" ,14 t-l"I t> IN so EXIST. GAS LT 4ttA t Cl: 1 3'*x24"x24" CONCRETE HANDHOLE 10234 4TH STREET TRANSFORMER TO BE MOVED FROM RISER FEED TO UNDERGROUND FEED FROM V7245 ON THE RUTTMAN12KV ON RULE20 TD1097697 P5421588 6'X8' 225/12 M305412THNA 277/480 3P t"k �` h N:" it 40, #8-M _--ti- I - X 68,1,1 1�_'q y i i E 318E TO PT5 I CAI 61 -4" EXIST. !j 20% 3" ---------- 42' 1 - rAl EXIST. CAP 81' 3 1 2KV Mt ------- pw -71 w FO ro 4 Ig TO BE IN$,TALLED .2631 OBE 442831811. L BY TRANS ON TDlQ42536 RW Rw Rw Rw Rw Rw RW '�—FXIST. 3 RECYCLED WATER V7245 TO CAP 44283:11 1 8E TO BE REMOVED — 461 1 -4" BY TRANS ON TD1042536 S5 461 '1 - 5 SS SS — SE ss — CF r CF T. 0 HH TO HH HH TO SL 0 0 \_2V IN: 23� #8 4- IN: 199' 1/0 + 7T7`T-1t-- 4-- L 2 _j U_ 0111 1: __j+ 452620311 TO REMAIN IN PLACE x t_ - EX !OKVA TRANSFORMER FEEDING HH + _j 0) x + It! li- < TO B Fq (f) I MOVED TO V'724E - aW DW OW DW DW DW ON THE RUTTMAN12KV.' DW — — — DW DW OW DW OW DW )W — DW — DW — DW OW — — ON RULE20 TD1097697 _/f v Dw ow "w Ow Dw OW DW DW — — — DW Dw Dw DW DW DW — DW — OW DW — DW DW — — --------- ... .. .. . ......... ---------- Each meter socket, meter panels, or swistchboalrd(s) and their related nneter/service disconnect shall be clearly and \'--EX, 271' 1-3" DUCT V7245 TO HH NDARY CABLE FROM VAULT TO FEED DHOLE AND STREETLIGHT'S TO BE LLED ON TD1097697 (R20 UG INSTALL) SOUTHERN CAUFORNIA EDISON An EDISON INTERNA77ONAL Company "D y -T on identification piate secured, by scf-evy,5, rivets, or i -equivalent secure adhesive,, (2) weatherproof point applied with stencil or legible let -tering. (3) commerciaily avoilable decals. 11114M w4m aw to a" pow law*. Identification means a street, apartment, ol- sulte nLImber. These requirements are, for- grouped meter service install at ions or where required for- ,,:,inciie-comrnercic� installations arniv. They do not pertain to single- forni! y dwellings. [-0000 MINU 11'431�1_1_ UIAMU114U I'L/A.IL UL)VILr�-) UVLN ALL UI-L1,411,4uz) ur PME STRUCTURE P6856, INSTALL NEW 1-5" CONDUIT FRONI P6856 TO NEW SLAB -BOX P6857. INSTALL NEW SLAB BOX P6857 FOR NEW TRANSFORMER 1-0 BE INSTALLED. CUSTOMER TO SUPPLY AND INSTALL ADDITIONAL DIAMOND PLATE I COVERING FOR GAPS BETWEEN THE TRANSFORMER AND THE TRANSFORMER OPENING IN SLAB BOX (P6857)., INSTALL NEW 24"x3G" CABLE TRENCH FROM P6857 TO NEW CUSTOMER PULL SECTION. TRENCH AND INSTALL NEW 3" DUCT FROM EX HANDHOLE TO NEW HANDHOLE. INSTALL NEW HANDHOLE AND INSTALL NEW 1)�" CONDUIT FROM NEW HANDHOLE TO LOCATION OF NEW STREETLIGHT BASE. ALL TRENCHING, lN'_3TALLATION OF STRUCTURES AND CLEARANCES MUST MEET SCE REQUIREMENT, AL -11- STRUCTURES AND CONDUITS MUST BE INSPECTED AND MANDRELLIED BY S -31-E INSPECTOR PRIOR _rO C0'*,/E_RIN1':� OR SLII.IRRiNG CF, '-- SS TAX EXCV CST FOR 8D/PAD/P8/PME/S8/SOE IN: 199- C8L #8 AL 2-1/C 60OOV CLP IN DUCT CF- 199- CM DUCT 2 1/2' TO 4" CF: 199- CM DUCT FOR EXCAVATION HH TO HH IN: 23- CBL #8 AL 2-1/C 600V CLP IN DUCT C 'F: 23 - CM DUCT FOR EXCAVA'RON CF: 23- CM DUCT 2' AND LESS HI! TO SL3031E MI, 10- C8L #8 AL 2-1/C 600V CLP IN DUCT permonently marked by the contractor or citistofinner to indicate 34 - ONTARIO pfio�E TD1 It 14577 Ul: L 1+ 0 Z -'/'U,) I t_' 101 Pk5ZFd'T —No� T��RVU kt—ouff§T M9 0. _T1676473 the occuponcy or load served. The Jabel shall be �ocoted on ESPONSIBILITiES: CUSTON41ER Rr_ 12117836 1114575—LINE EXTENSION ST LT INSTALLATION SCALE: 1 20' PRODUCT -2 .1 or odjacent to the meter socket. A0, lettering the meter pone I PICK UP EXISTING 5" CAP AND EXTEND TO P6,956- SCE CONTRACTOR TO MANDREL Ct: 1- SL PL 31' CONC OCT 6' ARM+ RUTTMAN 12KV CUCAMONGA / Al 15597 sholl be a rninimnum of thiree-quarter inch ir. height. CONDUff FROM V7245 TO P685& IF EXISTING DUCT 1%V7/245 TO CAP) IS DAMAGED, Cl� 1 SL 100W HIPS COBRA HD FLAT LAMP PC -i- I 'I CUCAMONGA AJ1 0 20 40 CUST FOR REP INSTALL , OMER, IS RESPONSIBLE AIRS OR REPLACIEMENT NEW PME I CF C 13"X24"X24' : S HH CON' Examoles of oermonent morkina are: T on identification piate secured, by scf-evy,5, rivets, or i -equivalent secure adhesive,, (2) weatherproof point applied with stencil or legible let -tering. (3) commerciaily avoilable decals. 11114M w4m aw to a" pow law*. Identification means a street, apartment, ol- sulte nLImber. These requirements are, for- grouped meter service install at ions or where required for- ,,:,inciie-comrnercic� installations arniv. They do not pertain to single- forni! y dwellings. [-0000 MINU 11'431�1_1_ UIAMU114U I'L/A.IL UL)VILr�-) UVLN ALL UI-L1,411,4uz) ur PME STRUCTURE P6856, INSTALL NEW 1-5" CONDUIT FRONI P6856 TO NEW SLAB -BOX P6857. INSTALL NEW SLAB BOX P6857 FOR NEW TRANSFORMER 1-0 BE INSTALLED. CUSTOMER TO SUPPLY AND INSTALL ADDITIONAL DIAMOND PLATE I COVERING FOR GAPS BETWEEN THE TRANSFORMER AND THE TRANSFORMER OPENING IN SLAB BOX (P6857)., INSTALL NEW 24"x3G" CABLE TRENCH FROM P6857 TO NEW CUSTOMER PULL SECTION. TRENCH AND INSTALL NEW 3" DUCT FROM EX HANDHOLE TO NEW HANDHOLE. INSTALL NEW HANDHOLE AND INSTALL NEW 1)�" CONDUIT FROM NEW HANDHOLE TO LOCATION OF NEW STREETLIGHT BASE. ALL TRENCHING, lN'_3TALLATION OF STRUCTURES AND CLEARANCES MUST MEET SCE REQUIREMENT, AL -11- STRUCTURES AND CONDUITS MUST BE INSPECTED AND MANDRELLIED BY S -31-E INSPECTOR PRIOR _rO C0'*,/E_RIN1':� OR SLII.IRRiNG CF, '-- SS TAX EXCV CST FOR 8D/PAD/P8/PME/S8/SOE IN: 199- C8L #8 AL 2-1/C 60OOV CLP IN DUCT CF- 199- CM DUCT 2 1/2' TO 4" CF: 199- CM DUCT FOR EXCAVATION HH TO HH IN: 23- CBL #8 AL 2-1/C 600V CLP IN DUCT C 'F: 23 - CM DUCT FOR EXCAVA'RON CF: 23- CM DUCT 2' AND LESS HI! TO SL3031E MI, 10- C8L #8 AL 2-1/C 600V CLP IN DUCT 01 MG& PLANWR DOMINGUEZ, ISAAC DESI(ONNER 34 - ONTARIO pfio�E PHONE 909 930-8576 JDIE �OMINMGUEZ, ISAAC Pk5ZFd'T —No� T��RVU kt—ouff§T M9 0. _T1676473 PRODUCT -1 ASSOC nESGN 1198565 12117836 1114575—LINE EXTENSION CIRCUIT / VOLTAGE THCMAS GUIDE PRODUCT -2 RUTTMAN / 12KV SB 603-A5 1114577 -ST LT INSTALAPON SUB / PG NO. CIR I CODE FR0_DUFT_::Y__ ASSOC DESON CUCAMONGA / Al 15597 INVENTORY MAP 210-212,5-5 1P.A_ No' NA PROPOSED CONSTRUCTION (LOCATION) TREr RANCHO NEW BUSINESS 10220 4 TH ST 7 RANCHO CUCAMONGA, CA 91730 TYPE DATE APPROVED BY CHECKED BY I DRAWN BY I PAX SHEET 2 OF 2- DESIGN\DRWG NO, -7/956920-01 Southern California Edison Company INSTALLATION NOTES: 13. SURVEY. Suri*yIng of street Improvements, property comen.. lot roes, ft-Ished grade, atc�, neceseciry for the hstallation 1. PAD AND PUU.BOX WU BE SET LEVEL. PULLBOX N -L SE PLACED ON ii' (MINIMUM) COMPACTED ROCK of tinderground faciftles must be complated and morkers or stakes placad prior to The start of the hataillation, 9ASE TO EMRE LWORM DISTRIBUTM OF SOIL PRESSLRE N FLOOR, In a&ltlon, Developer shall maintain the markers during the Insiallatim and inspection by Edison. 2. MASTIC SEALANT IS REWIRED AT MRTS, Grade and prWarty line std4as must show cry offset measuramenta. 3. TOP SURFACE OF PAtrI WILL BE SET 3* ABOVE RMISHED GRADE, 4. ONE GROUND ROD MILL BE FURMSHED AND INSTALLED BY CONTRACTOR. MIALL GROUND RM, THROUGH' 14. COORDINATION AND SUPERVISM. FLOOR OF BOX PVt AC 700. GROUND ROD MATERIAL WU_ COMPLY %17H AG 701 The Developer shall proWe superyWan over and coordination nmonR the various contractors working within We development In order to prevent damage to Edison facilitie& He Is responsible for the cost of repoks, & AN 8' (MIN#AtJM) CLEARANCE IS REOUIREO ON DOW SIDE OF SATCH PAD FOR OPFRATIr,,N1. replacemenL relocation, or other corrections to Edison focilitles; made necessary by his failure to provide 6� PROTECTION BARRIERS WILL BE INSTALLME IF PAD IS EXPOSED TO VEHICULAR TRAFFIC PER MC 830� supervision or to othwwlse comply with these specifications. X5!� Rev, 1012_5111' 15. TELEPHONE AND ORER UTILITY REQUIREWENT& The drawing prepared for this job maysiso cover the facilities to be Installed for the telephone company anO/Qr other utfity. My questions concerning details of their Installation should be referred to the ctimpoiny PANEL CLEARANCE covirame", UNDERGROUND SERVIUCE �CGNN`ECTIONS 0-600 VOLTS 000�lp, � �& t_ �A SEE ESR 3-16 Devalwar ka: to dmo ka the cuman wrrpuny ov Oructuras Atom hereon excep Oso 5" as We own 17, WARRANTY� Applicants expressly repiresent and warrant ftt all work performed and all mat" used in inestfing Applicants' obligations herein are free from defocis in workmanship and are In conformity with Southern California Edison Componis requirements, This warranty sbal commence upon receipt by Applicants of Company's final acceptivice 4 &&.- 41-4- 441 - one snow: expas am year ffom, no, dote, Appikants (agree to prompuy correct to CoupAny a so c and that of any governmental agency having Jurizidiction and at Applicant's expense any broodh of this warranty which may become apparent ftough inspection or operation of underground electric systern by Gmnpcny during, this warranty period, 18, INSPECmil In h spection is required during it* construction perfod� A 48 hour advance notice of Intent to start construction is requtred from the contractor to the Souiliem Callifornha Edison Cornpdny% Standards of Edison construction requirements as available upon request, Duct and Structure Inspector: Phone: Cabling Construction Coordinator: Phone: FOR UNDERG7ROUND DISTRIBUTION STRUCTURES SEE UGS MC 81-3; 0 BARRIPS BARRIERS - Pa� OR EQUIPMENT FOUNDATIOti MIN. MAY A I 24' MIN MIN 0= --i , TYPICAL 4!-6" �_4 1-6. MAX, FOR 72'X94' PAD MAX PLAN SEE NOTE 7 PLAN EOUIPMENT FOUNDATION POLE OR VENT -BARRIER TO BE r HDG. PIPE (1/4' MIN WALL) ONE OF THE FOLLOMNG: FILLED WTH CONCRETE 1. 4* MIN GALV. STEEL PIK (1/4 MIN WALL) FILI ED NTH 1' PU HOLE, CONCRETE, FOR LIFTING 3 1 0, 2. 8' x 8' REINFORCED CONCRETEE 5' HDG PIPE SLEEVE 2 TYP. PLACES 3. SPECIAL BARRIERS BY PRIOR WIN WALL) GRADE SCE APPROVAL OR I I ABE I 3' MIN ABOVE nNiSHEI) SURFACE V NOTE: LUBRICATE IN -GR' OUND PORTION OF THE PIPE TO PREVENT ADHESION TO THE �41 SLEEVE. L 6. MIN. 6 MIN. PRQT-ECTI VE REMOVABLE BARRIER DETAIL BARRIER DETAIL NQ=L 'I. STRUCTURES WILL NORMALLY HE INSTALLED ONLY iN NON-IRAFFIC AREAS. PROTECTIVE BARRIERS TO BE USED WERE CONSTRUCTION EXPOSES EQUIPMENT TO TRAFRIC. 2. TOP OF PROTECTI1VE BARRIERS TO BE SMOOTH CUT AND TOP EDGES ARE TO BE ROUNDED. 3, AT LEAST ONE BARRIER IS TO BE REMOVABLE, WTH A MEANS OF UF'*9NG TO SUPPORT THE AFEIGHT OF THE BARRIER, MEN OW-RHEAD OBSTACLES PREVENT EQUIPMENT REMOVAL OR INSTALLATION BY CRANE. THE LOCA71ON OF THE REMOVABLE BARRIER(S) SHALL BE APPROVED BY THE UNDERGROUND INSPECTOR. 4. ADEQUATE CLEARANCE MUST BE PROVIDED FOR DOORS, COOLING RADIATORS, AND SO FORTH, 5, PROTECnVE BARRIERS, AS SHOWN, fNDICA7E TYPICAL REQUIREMENTS, F`IELD CONUTIONS MLL NECESSITATE CHANGES FOR ADEQUATE EQUIPMENT PROTECTION. APPLICATION OF PROTECTIVE BARRIERS IS SITE-SPECIFIC. 6. THE UNDERGROUND INSPECTOR IN TNE FIELD MUST APPROVE ALL PROTECTIVE BARRIER INSTALLATIONS PRIOR TO CONSTRUC'MIN. THE UNDERGROUND INSPECTOR %LL DETERMINE (A) STATUS OF OVERHEAD OBSTRUCTIONS, (B) THE FRONT AND BACK OF EQUIPMENT FOUNDATIONS, AND (C) CLEARANCES REWIRED ON DOORS COOLING RADIATORS, AND SO FORTH, 7, *EN A 72'Xge PAD IS BEING INSTALLED, (A) INCREASE THE DISTANCE TO 36 INCHES MINIMUM BETWEEN THE PROTECTIVE BARRIERS AND THE FRONT EDGE OF THE PAD; AND (8) INCREASE THE DISTANCE BErftEEN THE PROTECTIVE BARRIERS AND THE BACK EDGE OF THE PAD FOR CAPACITOR BANK (DOOR S1DE ONLY) TO 36 INCHES MINIMUM, 'ME UNDERGROUND INSPECTOR MLL DETERMINE THE FRONT AND BACK OF THIS EQUIPMENT FWNDATION, WHEN SPECIFIED ON OORKiNG DRAWNG, A 6 -INCH (MNIMUM VERTICAL FACE) CONCRETE CURB MAY BE INSTALLED 114 PLACE OF PROTECTIVE BARMERS. TI IIS CURB MUST BE AT LEAST 6 INCHES THiCK AND ITS FRONT FACE AT LEAST 60 INCHES (MINIMUM SPACING) FROM 111E EQUiPMENT FOUNDA-1`10t". T MINIMUM CLEARANCES FOR PADMOUMED TRANSFORMERS SEE DDS -3, 3-40 WNDOW )MNDOW 61 OR 0" 12' STAIRWAY DOOR SIDE: 8' CLEARANCE, DOOR SIDE: 8' CLEARANCE, MEASURED FROM EOGE F� MEASURED FROM BACK OF 0. PAD, IS REQUIRED ACCESS OPENING, IS REQUIRED 11 ILI, %aim ,/-ROff (OR OIHFR OYMANG) NON -DOW, SIDES-. 3' CLEARANCE, R EASURED FROM EDGE OF PAD, IS REQUIRED PAD r-BUUING WALI, STRUCTURE, CA FOVNDATION. 12' MINNIA UWANCE BETWVN PAD AND PRUCTO BUILDWG FOUNOAIXN� NOTES.. L AN 8' MINNUM CILMANGE IS REWIRED ON DOOR FADE OF TRANSFORMER FOR OPERAEON� THIS AREA MUST REMAN CLEAR OF ALL OBSTRWRONS 64MWNG, BIJT NOT LUIS TO, SiRUBS, TREES, GATES, FENCES, WAU_S� SIGNS AND PMS. I PAD -MOUNTED TRANSFORMERS SHALL NOT BE LOCATED IN FRONT OF DOORS, STAIRWAYS, BENEATH WN)OWS THAT CAN EFE OKNED, OR W -F -W THEY WLL OBSTRUCT 1HE 'OSION OF VEHICULAR TRAFFIC 3, PAD-MOUNT9) TRANSFORMSS SHALL BE LOCATED AT LEAST THE MINIMUM DULANCE AWAY FROM. BUFLDWW OR GTHER STRUCTURES TO BMW ADEQUATE SPAICE FOR OPERATING, TO MMM7E 'ABRATON HUMS, 040 TO MET AIRE SAFETY RE"MENM +, A O -W PASSAGEWNY �y 12 FEEET WHMUIA $HALL BE AVALA&E AT ALL TIMES, IMMMATELY AWACEKT TO ONE S". Cf THE TRANSFW&O 7D PROMDE AN ACCESMV RWW0 FOR TRANSFORAIER MANTLWANCE -HS PASSAGEWAY SMALL 13E DESIGNED TO MEET M-20 (20 -TON) CONSTRUCTION. 5, TRANSFORMER STRUCTURES ft. NMWALLY BE INSTALLED ONLY IN NONTRAFFIC AREAS. TRANSFORMS PROTECIM IS REWIRED WAEN COMPANY EQUIPMENT IS DPOSED TO TRAFFIC. TI*S PROTECTION WAY BE IN TdE FOW OF BARRIERS, BARRICANS, OR CURS� A C1JRB MUST HAW A u[MUM HEI%ff OF 6 INVES AM BE AT LEAST 6 INCHES THICK AND IIS FRONT FACE LOCATED 60 INC44ES MIMMUM FROM THE EQUIPMENT FOUNDATION, ,O'xl2' PRECAST SLAB -BOX FOR 30 PAD -MOUNTED TRANSFORMERS UP TO 3,750 KVA SEE UGS SS 535 FINISHED GRADE 0015! 11/G2/15 SEE NOTE 9 RPM CGVER Customer must poy all invoices, sign and return all contracts, complete all excavation and inspections, and make application for atl new meters before Edison will schedule crew to instal'I lelectrical service equipment. City Inspection is required before meters: will be set arid energized. F I N A L D E ` .' -1 1 G` NN 011 I'l-,ijill I TOP SIM 6' 40F 3 BOX SEMION CRUSH RM REQUIRED CLEAR AND LEVEL 0 WORKING SPACE- SEE NOTE 3 CONDUIT TMHATORS �08 0 SE NOTE I 1' CAPPED PVC CONDUIT - (SEE NOW. 7) DOOR SIDE: 8' MIN WORKING CLEARANCE FROM EDGE OF 2/0 MIN, &C. GROUND WE PAD 4 4 SECURE TO RODS WN GROW CLAMPF, (SE., WTE 7) 4 GRMM RODS -2 REM19MED We" X W _01MCLAD STEEL NON -DOOR SIDES: 3' MIN WORKING IE NOTE 7) QFARANCE FROM EDGE OF PAD SIDE VIEW NOTES: i. CONDUIT TERIANATORS M BE LOCATED AS SHOVIIN ON UGS SS 535-2j&EET 21 TO UGS 535-5�SHEET 5). NOTES: STANDARD CONDUIT MTRANCE SHALL BE A FLATWALL N ATIMS SY MAWFAMRER MAY BE ALLOWED W?TH CWPANY APPROVAL 1. A WMMLW OF VAE (3) FEET OF CLEAR, LEVEL WORK SPACE IS REQUIRED IN FRONT OF ALL TERMINA111CN, METER!NC,, AND SERVICE 2, WHEN CABLE TRENQI OPENINGS ARE REWIRED IN A SLAB BOX, THEY CAN BE SPECIAL ORDERED FROM THE EQUI11MENT. CONCRErt PREECASTER. 2, SEE t -SR -5 FOR METER-M"TING RaGHT REQUIREMENTS, METER MOUNTING HEr,_JJT WLL BE MEASURED FROM, THE STANDING AND I FOR SUB BOX STRUCTURAL DESIGN CRTERA, SEE UGS SS 535-2 (S�iEET 2) TO UG$ 535-5 (SHET 5). WAKING SPACE TO TK CENTERIAE OF THE WMR($). 4. FOR LIST OF MATERIAL REQUIREMENTS AND NOTES, SM, TABU UGS SS 535-1 (SHEET 6). 3. *IEN SERVICE EWPM84T IS WSTALUD ON AN ELEVATED PORTO OF T�E R-00 OR/0M.4% OR HWSEKEH�PING PAD, ME PAD SHALL W _5 CMSULT MkNUFACTWERV INSTALIATION 9JIDES FM EXCAVATO DIME"�!]N& FILUSH OT14 AND EXVM A MWIMUM OF TKREE (3) FEET. `QIIS IS MEASURED FROM IW FRO?4T OF ME SERvl0E EWPMW OR THE CLrMR 6, AN EINT-FOOT MINIMUM CIZARANCE IS REQUIRED ON, M_ SIDEE OF TRAWOR14ER FOR OPERATION. BOWS) OF 714F SWITCHBOARD NEMA 3R UM091RE WHEN NSTAUED. N NO CASE !-�HALL THE MAMMUM WO HEIGHT, OF SIX (6) FEET 7, GROUND RODS, CLAMPS, AND WIRE VALL HE FURNISHED By CONTRACTOR. SEE UGS AC 703 FOR APPROVED EHREE (3) INCHES BE EXCEEDED� GROUNDING MATERIALS. GROUND ORE TO BE A MINIMUM OF 2/0 BARE COPPER. GROUND WRE To BE 4, TO MAINTAIN A SAFE, CLEAR, MD LEVEL WMING AREA IN FRONT OF NEW OR EXISTING AETER AND SERVICE EQUIPMENT, A CONCRETE SILAB PLACED THROUGH CAPPED ONE -INCH PVC CONDUIT AT EIMER END OF &A BOX A MINIMUM THREE-FOOT OR OTHER SUITABLE PERMANENT HARD SURFACE, ACCEPTABLE TO THE COMPANY, MUST BE USED. LENGTH OF GROUND WRE SHALL BE PLACED IN SLAB BW 8, MAS11C SEALANT IS REQUIRED AT ANTS, 5� FOR SWTCHBOARDS ABOVE 6DOV, FIVE-FOOT MINIMW OF CLEAR AND LEVEL STANDING AND WORKING SPACE IS REQUIRED IN THE FRONT, 9. TOP SURFACE OF SLAB BOX SHALL BE SET THREE INCHES ABOVE FINISHED GRADE REAR, AND SIDE OF ANY SECTION WrUE SUCH PART SUPPORTS OR PROVIDES ACCESS TO METERNG, TESTING EQUIPMENT� OR SERVICE CABLE TERMINATION SECTIM, 10, SEE UGS SS 5W FOR APPROVED MANUFACTURERS, M: 07/011/07 ON,5 CABLE TRENCH 3/8- STEEL DIAMOND PLATE TRENCH COVER CONCREI-E SIDEWALK RECESS FOR GRADE CONC, AWAY 1/2 1�_ - 3' P) TRENCH COWR IROM T"E TREND, _13-s .,-d LIE-GEEN D OF CON DU 1 T SYM B OLE -31 `-SOIL GRADE DRAU',! AWAY PROJECT CONTACT INFORMATION (CONVENTIONAL U. G�) CUSTOMER JOB CONTACT: SHAWN 7FEEHLMAN :'SMTCH80ARD:J PULL )8 C)6 PHONE: 909 208-6206 EDISON EDISON SERVICE PLANNER: ISAAC DOMINGUEZ NO. CDNIDUIT SIZE OF CONDUIT PHONE: 909 930-8576 RUN NO, LENGTH OF CONDUIT RUN EDISON FIELD INSPECTOR: ANDY VOORHEIS TRENCH PHONE: 909 930-8479 TYPE OF FACILITY CONVEYANCE LETTER REQ'D (CiC,-DB, ETC.) =�CF EDISON CONST. COORD�NATOR: LARRY NAVARRO RUN NO. LENGTH OF TRENCH PHONE: 909 930-8475 WIRE MESH STREET LIGHT EDISON UG CIVIL INSPECTOR: RODNEY LEGERE PHONE: 951 219-3301 ID f-7-\ NO. CONDUIT REQ SIZE OF CONDUIT ALL CONDUITS ENTERING THE TRENCH SHALL BE TERMINATED AND 'INSTALLED RUN NO. LENGTH OF CONDUIT RUN STREET LIGHT TRENCH CONSTRUCTION NOTES: /-SLD(;, 'TYPE OF FACILITY Unless otherwise specifled on, the wo*triq drawing which torms a pad of the speafflcation, the contractor/Developer LENGTH OF ADDITIONAL shall furnish the following Rems at no cost to the Edison company. RUN NO� TRENCH REQ'D. Southem Caffornia Edison Conany has attempted to correctly show off existing utilities and substructures 3. In the vicinity of the work, but does not quarontse there are no other substructures In the area. FoAure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the EDISON contractor shall be respponsible for all damages to substructures whether shown or not. 4, NO. CONDUIT OF CONDUIT 1. FOR GENERAL SPECIFICATIONS SEE UGS GI 001� REFERENCE RUN NO --lia- NDUIT RUN CONTINUATION LILE11A L DENOTES CD 2. CONDUIT, FOR CONSTRUOPON INFORMA' TION a. Minimum cover in street or porkway 6 30' Wow gutter grade, unless noted otherwlse� b� Minimum cow on private property Is V below, finished grade, wiless nated otherwfaa STREET LIGHT a. Contractor Is to tumW and Install approved conduit to EdWw specificadonis per UGS CO 100J, 1W AND 120. d. For the type of ooridiult for this job, 3es UGS CD 110.L e� install all risers per UGS CD 16Q 161, $62 and 170. NO. CONDUIT REO'D SIZE OF CONDUIT f. Cap all mOnrine oaxtults W UGS CD 1443 and service cornfults per UGS CO 150. 9, histall blank conduit plugs in all conduits teffninating, Into VouIts, Monhole's, PMH's, SCE's & cil cop face' tions, REFERENCE RUN NO. �EMO DENOTES CONDUIT RUN CONTINUATION per UGS CD 180.1 & UGS CO 1801 N FOR CONSTRUCTION INFORMATION h. Install pull rope in oil conduit runs. Pull rope to be at least 3/8' petypropylene rope, braided, or twisted 5, For specifIcations, approved makes, and suppliers, see UGS D 040, ANY OF THE ABOVE SYMBOLS 1, Ali condult most be mandrefed with the approved mandrel: UGS CD 197. FOLLOWED BY A 3, CONDUfT RADIUS REQUIREMENTS: The mTnhwm r(Ww for bonds are. 6. 36' for corid0ts 3' In diameter or arnaller DENOTES THE FOLLOWING: 4a' for mdults 4!' and 5" In diaimeter AS NEEDED MINIMUM OF 4 (FOUR) PER EACH DIAMOND PLATE SECTION. 6W for 6' oianeter cendult b: The inInknum radhm for oil sweep of oil mairionre omdults Is 12'-6' (unfess noted otherwise). DB CONDUIT YATHOUT ENCASEMENTIS MEN THE CABLE TRENCH IS REQUIRED TO EXTEND INTO A BUILDING REFER ACCEPTABLE FOR PORTIONS OF TRENCH 4. EXCAVATM AND BACI(FILL WITH ONLY ONE OR TWO CONDUITS a, Work area she# be cleared and rough graded to withini four 'inches of find grade prior to Installation of Edison conduit or structures. SEMI -ENCASEMENT IS REQUIRED FOR b. All excavations sheb. be 'in accordance with the California State Construction Safety Orders (when oplificiable), PORTIONS OF TRENCH WTH ONLY Fithian specifications, and all governing local orSmance& c. Each, trench to be c uniform depth below find grade prior to Installation of Edison ccnd�ft or structures. THREE OR FOUR CONDUITS d� ftckfA ahRll be provided by the Contractor for ail excavations end shol Include aushed rxk, concrete, and/or W9orted backS, wMr, recluxed. FULL ENCASEMENT tS REQUIRED FOP, a. Sockfill with a MWWM of one sock per yord send cement sturry wouod and over vcuft and marboles, per MORE THAN FOUR CONDUITS UGS Gl 030: ' section 6.4 and wound PMHs within one toot of finished! grade, par UGS SS 5190-1. f. Backill. per Edson sped-Feutions, sholl Immediately follow conduit or substrucbxe At no tkne sholl conduit be laft exposed ow 24 hours - g. No rocks are allowed within 12 inches of direct-buKed cables or any conduit without concrete ancesemenC "rock D', 8: Rev. 5/08/ 2,0,0�0 Native bockfill cWtile of passing through a one-half Inch mash screen shelf be considered to be free". If existing backlill does not pass through a 1/2' screen, place imported sand 3* Wow and 12" above Edison. coldes. After this point, no rocks larger than 12* diameter are permitted� 4' X 6' PAD WITH 2'-6" X 4� BOX h. Ail bockfill Ad' be compacted to meet or exceed load ordinances or other requirements. It shall be placed in a rrmnnw that wili not damage the condult or substructure or allow future subsidence of the trench or FOR PME-13, PME-4, & PME-5 SWIMFIES structures, .5. PAMNG; SEE UGS SS 591 Repcivin% when r"uired� "I be Placed in wch a mariner that Interference with troffiz� including 8' MIN CLEARAUCE rROM pedfttrian� traffic, *1 be kept to a minimum. The Corrtructor shall establish a prognin of reinaAnq occopkoWe EDGE OF PAD SIDE) .001 3' MIN WWIKING to the MuwficipoliLy� Cou.erty, or other authority ho*9 )wmctloft and viblich is acceptable to Edison. CIFARANCE FROM ED,GE OF PAD 6. STRUCTURES: c. All substructures shoil be conaftoted or Installed to Edison specifications. (NON -DOOR SIDE) 1-1 ti� Install protection barriers per U�S MS BW when required in crew exposed to traffic, per Edison Inspector, lis c. AN conduit lines and concrete floored substructures sholl be water tiot. AA d. grounding materials shall be furnished and Installed by the Contractor. 7, RETAINING WALLS. - When requireid, retaining waits sholl be provided by Wolfs are retitind wherever grade rises 3' MIN WORKING L_._ more then 18 Inches above the struohwe or 2e &a,,* the pad surface at a distancer of 5 fee, kom Me sairins, CLEARANCE FROM' al MIN "'KINc, or in areas; subject to erosion. Demgn and instalkitlon must comply will-, 1=1 b'AdIng ordlinoiKm& EDGE OF PAD CLEARANCE FROM Refer to Edisciii Inspector for ty0ed space requireimils, (NION-DOOR SIDE) EDGE OF PAL) \ (DOOR SIDE) PEWITS: \_Top All pft)rMts necessary for excavation shall be firmided by the Contractor/Developer. PAD 9� ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be dear of oil appurtenances that would obstruct the loading or unloading of equipment 10, a. Maters and services shaIl comply with Edison Electrical Services Requiraments. V-6, X 4! Put SOX b. Wr1hg must be In accordance with oppi�cabls local orTmances and approved by fecal Inspection, Authorities. ak�E SECTO 11, LOCATION, a. The location of excavations and structures 'For Edison shall be os z4own or. the working dirming. No deviation from the planned locations will he permitted urilless approved by the Edison Inspector. See UGS G1 OM, section 22 EXCAVATION SIZE: b. Actual location of obstructions, stom drains, and/or other faimign utilities to be the responswity of the Ccintractor. See UGS GI 001, section 2.3. MMUM MAVATION FOR PULL BOX WILL BE 46" x 63' x DEPTH TO SUIT J08. INSTAUJNG CONTRACTOCR OLL PROVIDE GRADE RIKS MINIMUMNECESSARY IN ORDER 70 MAINTAIN COVER OVER CONDUIT$ 12. Contractor is to verify location end widths of ail sidewalks and driveways prior to street right instaliation. �6" PER SCE REWIREMENTS OR ERMIT AGENCY/REWREMENTS, MICHEVER I'S GREATER. BAcKFILL mu, BE WELL COMPACTED TO PREVENT SUBSIDENCE. See UGS CD 17&1, UGS CID 175.2 end UGS CD 175,1 INSTALLATION NOTES: 13. SURVEY. Suri*yIng of street Improvements, property comen.. lot roes, ft-Ished grade, atc�, neceseciry for the hstallation 1. PAD AND PUU.BOX WU BE SET LEVEL. PULLBOX N -L SE PLACED ON ii' (MINIMUM) COMPACTED ROCK of tinderground faciftles must be complated and morkers or stakes placad prior to The start of the hataillation, 9ASE TO EMRE LWORM DISTRIBUTM OF SOIL PRESSLRE N FLOOR, In a&ltlon, Developer shall maintain the markers during the Insiallatim and inspection by Edison. 2. MASTIC SEALANT IS REWIRED AT MRTS, Grade and prWarty line std4as must show cry offset measuramenta. 3. TOP SURFACE OF PAtrI WILL BE SET 3* ABOVE RMISHED GRADE, 4. ONE GROUND ROD MILL BE FURMSHED AND INSTALLED BY CONTRACTOR. MIALL GROUND RM, THROUGH' 14. COORDINATION AND SUPERVISM. FLOOR OF BOX PVt AC 700. GROUND ROD MATERIAL WU_ COMPLY %17H AG 701 The Developer shall proWe superyWan over and coordination nmonR the various contractors working within We development In order to prevent damage to Edison facilitie& He Is responsible for the cost of repoks, & AN 8' (MIN#AtJM) CLEARANCE IS REOUIREO ON DOW SIDE OF SATCH PAD FOR OPFRATIr,,N1. replacemenL relocation, or other corrections to Edison focilitles; made necessary by his failure to provide 6� PROTECTION BARRIERS WILL BE INSTALLME IF PAD IS EXPOSED TO VEHICULAR TRAFFIC PER MC 830� supervision or to othwwlse comply with these specifications. X5!� Rev, 1012_5111' 15. TELEPHONE AND ORER UTILITY REQUIREWENT& The drawing prepared for this job maysiso cover the facilities to be Installed for the telephone company anO/Qr other utfity. My questions concerning details of their Installation should be referred to the ctimpoiny PANEL CLEARANCE covirame", UNDERGROUND SERVIUCE �CGNN`ECTIONS 0-600 VOLTS 000�lp, � �& t_ �A SEE ESR 3-16 Devalwar ka: to dmo ka the cuman wrrpuny ov Oructuras Atom hereon excep Oso 5" as We own 17, WARRANTY� Applicants expressly repiresent and warrant ftt all work performed and all mat" used in inestfing Applicants' obligations herein are free from defocis in workmanship and are In conformity with Southern California Edison Componis requirements, This warranty sbal commence upon receipt by Applicants of Company's final acceptivice 4 &&.- 41-4- 441 - one snow: expas am year ffom, no, dote, Appikants (agree to prompuy correct to CoupAny a so c and that of any governmental agency having Jurizidiction and at Applicant's expense any broodh of this warranty which may become apparent ftough inspection or operation of underground electric systern by Gmnpcny during, this warranty period, 18, INSPECmil In h spection is required during it* construction perfod� A 48 hour advance notice of Intent to start construction is requtred from the contractor to the Souiliem Callifornha Edison Cornpdny% Standards of Edison construction requirements as available upon request, Duct and Structure Inspector: Phone: Cabling Construction Coordinator: Phone: FOR UNDERG7ROUND DISTRIBUTION STRUCTURES SEE UGS MC 81-3; 0 BARRIPS BARRIERS - Pa� OR EQUIPMENT FOUNDATIOti MIN. MAY A I 24' MIN MIN 0= --i , TYPICAL 4!-6" �_4 1-6. MAX, FOR 72'X94' PAD MAX PLAN SEE NOTE 7 PLAN EOUIPMENT FOUNDATION POLE OR VENT -BARRIER TO BE r HDG. PIPE (1/4' MIN WALL) ONE OF THE FOLLOMNG: FILLED WTH CONCRETE 1. 4* MIN GALV. STEEL PIK (1/4 MIN WALL) FILI ED NTH 1' PU HOLE, CONCRETE, FOR LIFTING 3 1 0, 2. 8' x 8' REINFORCED CONCRETEE 5' HDG PIPE SLEEVE 2 TYP. PLACES 3. SPECIAL BARRIERS BY PRIOR WIN WALL) GRADE SCE APPROVAL OR I I ABE I 3' MIN ABOVE nNiSHEI) SURFACE V NOTE: LUBRICATE IN -GR' OUND PORTION OF THE PIPE TO PREVENT ADHESION TO THE �41 SLEEVE. L 6. MIN. 6 MIN. PRQT-ECTI VE REMOVABLE BARRIER DETAIL BARRIER DETAIL NQ=L 'I. STRUCTURES WILL NORMALLY HE INSTALLED ONLY iN NON-IRAFFIC AREAS. PROTECTIVE BARRIERS TO BE USED WERE CONSTRUCTION EXPOSES EQUIPMENT TO TRAFRIC. 2. TOP OF PROTECTI1VE BARRIERS TO BE SMOOTH CUT AND TOP EDGES ARE TO BE ROUNDED. 3, AT LEAST ONE BARRIER IS TO BE REMOVABLE, WTH A MEANS OF UF'*9NG TO SUPPORT THE AFEIGHT OF THE BARRIER, MEN OW-RHEAD OBSTACLES PREVENT EQUIPMENT REMOVAL OR INSTALLATION BY CRANE. THE LOCA71ON OF THE REMOVABLE BARRIER(S) SHALL BE APPROVED BY THE UNDERGROUND INSPECTOR. 4. ADEQUATE CLEARANCE MUST BE PROVIDED FOR DOORS, COOLING RADIATORS, AND SO FORTH, 5, PROTECnVE BARRIERS, AS SHOWN, fNDICA7E TYPICAL REQUIREMENTS, F`IELD CONUTIONS MLL NECESSITATE CHANGES FOR ADEQUATE EQUIPMENT PROTECTION. APPLICATION OF PROTECTIVE BARRIERS IS SITE-SPECIFIC. 6. THE UNDERGROUND INSPECTOR IN TNE FIELD MUST APPROVE ALL PROTECTIVE BARRIER INSTALLATIONS PRIOR TO CONSTRUC'MIN. THE UNDERGROUND INSPECTOR %LL DETERMINE (A) STATUS OF OVERHEAD OBSTRUCTIONS, (B) THE FRONT AND BACK OF EQUIPMENT FOUNDATIONS, AND (C) CLEARANCES REWIRED ON DOORS COOLING RADIATORS, AND SO FORTH, 7, *EN A 72'Xge PAD IS BEING INSTALLED, (A) INCREASE THE DISTANCE TO 36 INCHES MINIMUM BETWEEN THE PROTECTIVE BARRIERS AND THE FRONT EDGE OF THE PAD; AND (8) INCREASE THE DISTANCE BErftEEN THE PROTECTIVE BARRIERS AND THE BACK EDGE OF THE PAD FOR CAPACITOR BANK (DOOR S1DE ONLY) TO 36 INCHES MINIMUM, 'ME UNDERGROUND INSPECTOR MLL DETERMINE THE FRONT AND BACK OF THIS EQUIPMENT FWNDATION, WHEN SPECIFIED ON OORKiNG DRAWNG, A 6 -INCH (MNIMUM VERTICAL FACE) CONCRETE CURB MAY BE INSTALLED 114 PLACE OF PROTECTIVE BARMERS. TI IIS CURB MUST BE AT LEAST 6 INCHES THiCK AND ITS FRONT FACE AT LEAST 60 INCHES (MINIMUM SPACING) FROM 111E EQUiPMENT FOUNDA-1`10t". T MINIMUM CLEARANCES FOR PADMOUMED TRANSFORMERS SEE DDS -3, 3-40 WNDOW )MNDOW 61 OR 0" 12' STAIRWAY DOOR SIDE: 8' CLEARANCE, DOOR SIDE: 8' CLEARANCE, MEASURED FROM EOGE F� MEASURED FROM BACK OF 0. PAD, IS REQUIRED ACCESS OPENING, IS REQUIRED 11 ILI, %aim ,/-ROff (OR OIHFR OYMANG) NON -DOW, SIDES-. 3' CLEARANCE, R EASURED FROM EDGE OF PAD, IS REQUIRED PAD r-BUUING WALI, STRUCTURE, CA FOVNDATION. 12' MINNIA UWANCE BETWVN PAD AND PRUCTO BUILDWG FOUNOAIXN� NOTES.. L AN 8' MINNUM CILMANGE IS REWIRED ON DOOR FADE OF TRANSFORMER FOR OPERAEON� THIS AREA MUST REMAN CLEAR OF ALL OBSTRWRONS 64MWNG, BIJT NOT LUIS TO, SiRUBS, TREES, GATES, FENCES, WAU_S� SIGNS AND PMS. I PAD -MOUNTED TRANSFORMERS SHALL NOT BE LOCATED IN FRONT OF DOORS, STAIRWAYS, BENEATH WN)OWS THAT CAN EFE OKNED, OR W -F -W THEY WLL OBSTRUCT 1HE 'OSION OF VEHICULAR TRAFFIC 3, PAD-MOUNT9) TRANSFORMSS SHALL BE LOCATED AT LEAST THE MINIMUM DULANCE AWAY FROM. BUFLDWW OR GTHER STRUCTURES TO BMW ADEQUATE SPAICE FOR OPERATING, TO MMM7E 'ABRATON HUMS, 040 TO MET AIRE SAFETY RE"MENM +, A O -W PASSAGEWNY �y 12 FEEET WHMUIA $HALL BE AVALA&E AT ALL TIMES, IMMMATELY AWACEKT TO ONE S". Cf THE TRANSFW&O 7D PROMDE AN ACCESMV RWW0 FOR TRANSFORAIER MANTLWANCE -HS PASSAGEWAY SMALL 13E DESIGNED TO MEET M-20 (20 -TON) CONSTRUCTION. 5, TRANSFORMER STRUCTURES ft. NMWALLY BE INSTALLED ONLY IN NONTRAFFIC AREAS. TRANSFORMS PROTECIM IS REWIRED WAEN COMPANY EQUIPMENT IS DPOSED TO TRAFFIC. TI*S PROTECTION WAY BE IN TdE FOW OF BARRIERS, BARRICANS, OR CURS� A C1JRB MUST HAW A u[MUM HEI%ff OF 6 INVES AM BE AT LEAST 6 INCHES THICK AND IIS FRONT FACE LOCATED 60 INC44ES MIMMUM FROM THE EQUIPMENT FOUNDATION, ,O'xl2' PRECAST SLAB -BOX FOR 30 PAD -MOUNTED TRANSFORMERS UP TO 3,750 KVA SEE UGS SS 535 FINISHED GRADE 0015! 11/G2/15 SEE NOTE 9 RPM CGVER Customer must poy all invoices, sign and return all contracts, complete all excavation and inspections, and make application for atl new meters before Edison will schedule crew to instal'I lelectrical service equipment. City Inspection is required before meters: will be set arid energized. F I N A L D E ` .' -1 1 G` NN 011 I'l-,ijill I TOP SIM 6' 40F 3 BOX SEMION CRUSH RM REQUIRED CLEAR AND LEVEL 0 WORKING SPACE- SEE NOTE 3 CONDUIT TMHATORS �08 0 SE NOTE I 1' CAPPED PVC CONDUIT - (SEE NOW. 7) DOOR SIDE: 8' MIN WORKING CLEARANCE FROM EDGE OF 2/0 MIN, &C. GROUND WE PAD 4 4 SECURE TO RODS WN GROW CLAMPF, (SE., WTE 7) 4 GRMM RODS -2 REM19MED We" X W _01MCLAD STEEL NON -DOOR SIDES: 3' MIN WORKING IE NOTE 7) QFARANCE FROM EDGE OF PAD SIDE VIEW NOTES: i. CONDUIT TERIANATORS M BE LOCATED AS SHOVIIN ON UGS SS 535-2j&EET 21 TO UGS 535-5�SHEET 5). NOTES: STANDARD CONDUIT MTRANCE SHALL BE A FLATWALL N ATIMS SY MAWFAMRER MAY BE ALLOWED W?TH CWPANY APPROVAL 1. A WMMLW OF VAE (3) FEET OF CLEAR, LEVEL WORK SPACE IS REQUIRED IN FRONT OF ALL TERMINA111CN, METER!NC,, AND SERVICE 2, WHEN CABLE TRENQI OPENINGS ARE REWIRED IN A SLAB BOX, THEY CAN BE SPECIAL ORDERED FROM THE EQUI11MENT. CONCRErt PREECASTER. 2, SEE t -SR -5 FOR METER-M"TING RaGHT REQUIREMENTS, METER MOUNTING HEr,_JJT WLL BE MEASURED FROM, THE STANDING AND I FOR SUB BOX STRUCTURAL DESIGN CRTERA, SEE UGS SS 535-2 (S�iEET 2) TO UG$ 535-5 (SHET 5). WAKING SPACE TO TK CENTERIAE OF THE WMR($). 4. FOR LIST OF MATERIAL REQUIREMENTS AND NOTES, SM, TABU UGS SS 535-1 (SHEET 6). 3. *IEN SERVICE EWPM84T IS WSTALUD ON AN ELEVATED PORTO OF T�E R-00 OR/0M.4% OR HWSEKEH�PING PAD, ME PAD SHALL W _5 CMSULT MkNUFACTWERV INSTALIATION 9JIDES FM EXCAVATO DIME"�!]N& FILUSH OT14 AND EXVM A MWIMUM OF TKREE (3) FEET. `QIIS IS MEASURED FROM IW FRO?4T OF ME SERvl0E EWPMW OR THE CLrMR 6, AN EINT-FOOT MINIMUM CIZARANCE IS REQUIRED ON, M_ SIDEE OF TRAWOR14ER FOR OPERATION. BOWS) OF 714F SWITCHBOARD NEMA 3R UM091RE WHEN NSTAUED. N NO CASE !-�HALL THE MAMMUM WO HEIGHT, OF SIX (6) FEET 7, GROUND RODS, CLAMPS, AND WIRE VALL HE FURNISHED By CONTRACTOR. SEE UGS AC 703 FOR APPROVED EHREE (3) INCHES BE EXCEEDED� GROUNDING MATERIALS. GROUND ORE TO BE A MINIMUM OF 2/0 BARE COPPER. GROUND WRE To BE 4, TO MAINTAIN A SAFE, CLEAR, MD LEVEL WMING AREA IN FRONT OF NEW OR EXISTING AETER AND SERVICE EQUIPMENT, A CONCRETE SILAB PLACED THROUGH CAPPED ONE -INCH PVC CONDUIT AT EIMER END OF &A BOX A MINIMUM THREE-FOOT OR OTHER SUITABLE PERMANENT HARD SURFACE, ACCEPTABLE TO THE COMPANY, MUST BE USED. LENGTH OF GROUND WRE SHALL BE PLACED IN SLAB BW 8, MAS11C SEALANT IS REQUIRED AT ANTS, 5� FOR SWTCHBOARDS ABOVE 6DOV, FIVE-FOOT MINIMW OF CLEAR AND LEVEL STANDING AND WORKING SPACE IS REQUIRED IN THE FRONT, 9. TOP SURFACE OF SLAB BOX SHALL BE SET THREE INCHES ABOVE FINISHED GRADE REAR, AND SIDE OF ANY SECTION WrUE SUCH PART SUPPORTS OR PROVIDES ACCESS TO METERNG, TESTING EQUIPMENT� OR SERVICE CABLE TERMINATION SECTIM, 10, SEE UGS SS 5W FOR APPROVED MANUFACTURERS, M: 07/011/07 ON,5 CABLE TRENCH 3/8- STEEL DIAMOND PLATE TRENCH COVER CONCREI-E SIDEWALK RECESS FOR GRADE CONC, AWAY 1/2 1�_ - 3' P) TRENCH COWR IROM T"E TREND, _13-s .,-d 8' DIA. OPENING THROUG11 CONC, WITH A I' x V DRYWELL SUMP FILLED W/#I CRUSHED ROCK (TYR) (SEE DETAIL) 29 7/18' 3/8� DIAMOND PLATE + + + + 8.0 SUMP + 1, t + 4, + I + + + �,-PRO�ADE HOLES FOR 3/8't '++ HOW DOYM SOLIS MIN. 4 (FOUR) B004, PLATE. + 3' TRENCH (COVER PLATE DETAIL TYP. AS REQ'D. NOTES: 1. CONTRACTOR IS TO FURNISH AND INSTALL A CONCRETE TRENCH AS REQUIRED BY T1 IE EDISON CO. REINFORCED NTH #3 REBAR 18- O.C. OR 6" X 6* X 10 GAUGE ARE MESH PER UGS SS 502. THE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.1, IN 28 DAYS NTH A SMOOTH FINISH, (REFER TO UGS CD 020.1) 2. ALL CONDUITS ENTERING THE TRENCH SHALL BE TERMINATED AND INSTALLED IN POSITION PRIOR TO TRENCH BEING POURED. (PER UGS CD 1011 OR 130 WHEN REVD�) 3. CONTRACTOR TO IFURNISH ALI, STEEL DIAMOND FLOOR PLATES. 4. COVER TO BE 3/0' SAFEI-f PLATE TREATED WITH ONE COAT SUBALOX No. 511 PRIMER AND TrIEN WITH ONE COAT OF SUBALOX No. 4 MEDIUM GREY HEAVY DUTY PAINT OR EQUAL AFTER FABRICATION. 5. TRENCH COVER PLATE SECTIONS NOT TO EXCEED 5 (FIVE) SQUARE FEET EACH. 6, CONTRACTOR IS TO FURNISH AND INSTALL 318- INSERTS AND HOLD BOLTS AS NEEDED MINIMUM OF 4 (FOUR) PER EACH DIAMOND PLATE SECTION. 0� SUMPS / DRYWELLS DETAIL CABLE TRENCH - BUILDING ENTRY DRYWELLI VX VX V MIN, nU_EO WITH # 1 1/2 CRUSF,ED ST014E PICK HaE FOR UFTING 3. 29 7/8---J 3/8- STEEL DIAMOND 2 TYR PLACES I PLATE TRENCH COVER + PROVIDE HMS FOR 3/8'0 F + + + +++"+` flow Qa�w BOLTS (Typ�) CONCRETE SIDEWALK 1/2' RECESS FOR 30" . . . . . . MIN. 4 (FOUR) BOLTS PER GRADE CONC. AWAY + + PLATE FROM 3- (TYP) 1-4- PROTECTION FOR J I If UFTING (2 TYP. PLCS.) 6 '1HE TRENCH TRENCH COVER 5/16- ANGLE BAR + +: SOIL GRADE DRAIN AWAY TRENCH COVER PLATE DFTAJL FROM THE TRENCH TYP. AS REQ'D. ,-e-2' (Typ) VARIES --a-4' (TYP) REBAR AT W O.C� VERT. AND HORIZ. (TYP) 2� OR 6' X 6' X 10 GAUGE WRE MESH 12' 8,0 skimp DRYWELL VX I'X V MIN. nuED WT14 J 1 1/2 8' DIA. OPENING THRMG14 CONC WITH A I' x 1' DRYWELL SUMP CRUSHED STONE 9 F U.0 W/11 CRUSHED ROCK (TYP.) (SEE DETAIQ 12, SUMPS / DRYWELLS DETAIL NOTES� CUTSiDE SLOG. WALL `-SOIL GRADE DRAU',! AWAY i. FROM THE �w :'SMTCH80ARD:J PULL PERMIT TYPE: VARIES -.'-*-2' (TYP) THOMAS GUIDE S8 603-A5 SECTION .1 -4, (TYP) U REBAR AT 18" O.C. GAUGE WIRE MESH PER UGS SS 501 THE CONCRETE SHAH HAVE A EXPANSION JOINT T. %TYP &R AND HORIZ. CONVEYANCE LETTER REQ'D 2'- C OR 6' X 6' X 10 GAUGE I -P. A. '0' NA CSD 140 (TLM) REQ'D WIRE MESH 4!' 2. 8' DIA. OPENING THROUG11 CONC, WITH A I' x V DRYWELL SUMP FILLED W/#I CRUSHED ROCK (TYR) (SEE DETAIL) 29 7/18' 3/8� DIAMOND PLATE + + + + 8.0 SUMP + 1, t + 4, + I + + + �,-PRO�ADE HOLES FOR 3/8't '++ HOW DOYM SOLIS MIN. 4 (FOUR) B004, PLATE. + 3' TRENCH (COVER PLATE DETAIL TYP. AS REQ'D. NOTES: 1. CONTRACTOR IS TO FURNISH AND INSTALL A CONCRETE TRENCH AS REQUIRED BY T1 IE EDISON CO. REINFORCED NTH #3 REBAR 18- O.C. OR 6" X 6* X 10 GAUGE ARE MESH PER UGS SS 502. THE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.1, IN 28 DAYS NTH A SMOOTH FINISH, (REFER TO UGS CD 020.1) 2. ALL CONDUITS ENTERING THE TRENCH SHALL BE TERMINATED AND INSTALLED IN POSITION PRIOR TO TRENCH BEING POURED. (PER UGS CD 1011 OR 130 WHEN REVD�) 3. CONTRACTOR TO IFURNISH ALI, STEEL DIAMOND FLOOR PLATES. 4. COVER TO BE 3/0' SAFEI-f PLATE TREATED WITH ONE COAT SUBALOX No. 511 PRIMER AND TrIEN WITH ONE COAT OF SUBALOX No. 4 MEDIUM GREY HEAVY DUTY PAINT OR EQUAL AFTER FABRICATION. 5. TRENCH COVER PLATE SECTIONS NOT TO EXCEED 5 (FIVE) SQUARE FEET EACH. 6, CONTRACTOR IS TO FURNISH AND INSTALL 318- INSERTS AND HOLD BOLTS AS NEEDED MINIMUM OF 4 (FOUR) PER EACH DIAMOND PLATE SECTION. 0� SUMPS / DRYWELLS DETAIL CABLE TRENCH - BUILDING ENTRY DRYWELLI VX VX V MIN, nU_EO WITH # 1 1/2 CRUSF,ED ST014E PICK HaE FOR UFTING 3. 29 7/8---J 3/8- STEEL DIAMOND 2 TYR PLACES I PLATE TRENCH COVER + PROVIDE HMS FOR 3/8'0 F + + + +++"+` flow Qa�w BOLTS (Typ�) CONCRETE SIDEWALK 1/2' RECESS FOR 30" . . . . . . MIN. 4 (FOUR) BOLTS PER GRADE CONC. AWAY + + PLATE FROM 3- (TYP) 1-4- PROTECTION FOR J I If UFTING (2 TYP. PLCS.) 6 '1HE TRENCH TRENCH COVER 5/16- ANGLE BAR + +: SOIL GRADE DRAIN AWAY TRENCH COVER PLATE DFTAJL FROM THE TRENCH TYP. AS REQ'D. ,-e-2' (Typ) VARIES --a-4' (TYP) REBAR AT W O.C� VERT. AND HORIZ. (TYP) 2� OR 6' X 6' X 10 GAUGE WRE MESH 12' 8,0 skimp DRYWELL VX I'X V MIN. nuED WT14 J 1 1/2 8' DIA. OPENING THRMG14 CONC WITH A I' x 1' DRYWELL SUMP CRUSHED STONE 9 F U.0 W/11 CRUSHED ROCK (TYP.) (SEE DETAIQ 12, SUMPS / DRYWELLS DETAIL NOTES� CUTSiDE SLOG. WALL -PROJECT EDISON EASEMENT REQUIRED i. CONTRACTOR IS TO FURNISH AND INSTALL A CONCRETE TRENCH AS REQUIRED PERMIT REQUIRED :'SMTCH80ARD:J PULL PERMIT TYPE: BY THE EDISON CO. REINFORCED WTH 13 RESAR 18- O.C. OR 6- x 6- x 10 THOMAS GUIDE S8 603-A5 SECTION > < TRAFFIC COKITROL REQUIRED GAUGE WIRE MESH PER UGS SS 501 THE CONCRETE SHAH HAVE A EXPANSION JOINT PRODUCT -3 CONVEYANCE LETTER REQ'D FNI MINIMUM COMPRESSIVE STRENGTH OF 3000 RS1 IN 28 DAYS WTH A I -P. A. '0' NA CSD 140 (TLM) REQ'D SMOOTH FINISH. (REFER TO UGS SS 020A) 2. ALL CONDUITS ENTERING THE TRENCH SHALL BE TERMINATED AND 'INSTALLED FLOOR IN POSITION PRIOR To TRENCH EONG POURED. (PER UGS CD 101 OR 130 CUSTOMER SUBSTATION PAD OR TDP 047 /-SLD(;, MEN REVIDA CABLE TRENCH 3. CONTRACTOR TO FURNI%i ALL STEEL MAMOND FLOOR PLATES. 4, COVER TO BE 3/8- SAFETY PLATE TREAM WTH ONE COAT SUBALOX No, 12 M 511 PRIMER AND THEN WTH ONE COAT OF SUBALOX No. 4 MEDIUM GREY HEAVY DUTY PAINT OR EQUAL AFTER FABRICATION. 5, TRENCH COVER PLATE SECTIONS NOT -1.0 EXCEED 5 (FIVE) SQUARE FEET A EACH. 6. CONTRACTOR 15 TO FURNISH AND INSTALL 3/8- INSERTS AND HOLD BOU-1, SLOG. FOUNDATION AS NEEDED MINIMUM OF 4 (FOUR) PER EACH DIAMOND PLATE SECTION. EXHIBIT "A" (TYP.) 7. MEN THE CABLE TRENCH IS REQUIRED TO EXTEND INTO A BUILDING REFER A SIX INCH �6-) TAPERED DAM SHALL BE CONSTRUCTED TO EXHBIT 'A*, WHEN THE C OLE TRENH EXTENDS INTO THE BUILDING CONCRETE PRODUCTS Precast concrete item complete with neck. Cover and inserts may be obtoined from any of the following listed and approved manufactureres: JENSEN PRECAST 14221 Scn Bernardino Ave., Fontana, Calif. 923,35 Phone. (909) 350-4111 (800) 257-6100 OLDCASTLE PRECAST 10650 Hemlock Ave., Fontana, Calif. 92337 Phone: (909) 428-3700 (800) 626-3860 FOR HANDHOLE AND PULLBOX MANUFACTURERS, SEE UGS HP 200� TYPICAL CONDUIT BANK SECTION SEE UGS CD 120 BEDDING DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. �11;24' RQ,". k",/74/15 4TH STREEI 'Alk 0 A", EXISTING SINGLE LINE PHONE -PROJECT EDISON EASEMENT REQUIRED PWRD 88 REQUIRED MY PERMIT REQUIRED [YD PERMIT TYPE: OUTAGE REQUIRED THOMAS GUIDE S8 603-A5 OUTAGE DATE: - TIME: > < TRAFFIC COKITROL REQUIRED [Y:] PED. TRAFIC CONTROL REQ'D PRODUCT -3 CONVEYANCE LETTER REQ'D FNI ENMRONMENTAL SCREENING REUD I -P. A. '0' NA CSD 140 (TLM) REQ'D �11;24' RQ,". k",/74/15 4TH STREEI 'Alk 0 A", EXISTING SINGLE LINE V5617245 V5368893 GS6907 GS6534 J893 1234- 1 11 234 23 1000 CLP PROPOSED SINGLE LINE P5636857 NEW 150KVA/12KV i245 r7Wj 277/480V 3P 4W 1234 FUSED DE F1 V5617245 T P5636856 V5368893 GS6907 FUTURE PIVIE GS6534 A 1 2� 3 41 J893 1234 :a- 1 23 1/0 CLP I e 1000 CLP UNDERGROUND SERVICE ALERT Did 811 Call USA For Und 2 Working <3y3 Before You Dig WARNING THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FAUUTIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IM THE AREA. THE INDICATED LOCA71M OF EDISON UNDERGROUND FACILITIES, AS PROVIDED, ARE BELIEWD TO BE ACCURATE, HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR, LEGEND CODE DEFINITIONS Cl - CUSTWER CONTRACTOR INSTALLED. MATERIALS FURNISHED AND INSTALLED BY APPLICANT AT EDISWS D(PENSE AND ARE DEEDED T ii) EDISON. (EXCEPTION; STREET LIGHT ELECTROUERS WILL BE INSTALLED BY EDISM-'S CONTRACTOR.) CO -- CUSTOM CONTRACTOR OVNED- MAIERIALS FURNMED, INSTALLEM. OWED. AND MAINTAINED BY APPLICANT. CF - CUSTOMER CONTRACTOR FURNISHED: MATERIALS FURNISHED AND INSTALLED BY APPLICANT AT APPLICANT'S EVEKSE THAT MAY BE DUED 10 WSW IN - INSTAL- MATERIALS FURMSHED AND INST931D BY APPLICANT IF APPLICANT INSTALLED PR0,ECT OR BY EDISON IF ENSON INSTALLE13 PRO,ECT. (EXQYTION: FOR AN APPUCMT INSTAULD LINE EMSION. STATION NM HAANG AN ASTERSK ADJACENT TO AN '94' LEMD OWE REPFMTS MATERIALS TO BE PRWDS BY APPUCANT AND IfiISTAULD BY EDISON N Al I C ASES. REFER TO D% 82% PROJECT MATERIAL UST BY ASSEWKY MTHIN A STATION.) Mi - MEMO INSTALL SAME AS N-NSTALL MR - MEMO F&OW: MATEMALS fUO%F-D BY EDISON. RM - MEMO RE)i MATERIALS REMOVIED BY E01", SI - SHW1Y IN: MATERIALS FURNISO AND INSTAUD BY MSM FOR TEMPORARY CONSWUCTION. SR - SHOOFLY REMO* MATERIALS REWVED BY EDISON FOR TEMPORARY CONSTRI100N, TR - 'IRMSFIR EDWN LABW REWMD TO IMSFER DOSING FAOUTIES. CONDUIT RADIUS REQUIREMENTS: A: The minimum radius for bonds are: 36' for conduits 3" in diameter ar smaller 48" for conduits 4' and 5' in diameter 60" for 6" diameter conduit B: The minimum radius for sweeps are: 36' for conduits 3' in diameter or smaller 12'-6' for conduits 4' in diameter Grid larger, unless otherwise noted, CUSTOMER -OWED CONDUIT MATERIAL* AND CONCRETE ENCASEMENT ARE TO BE INSTALLED IN ACCORDANCE WITH EDISON ELECTRICAL SERVICE REWIREMENTS. *SUBJECT TO APPROVAL BY LOCAL INSPECTION AUTHORMES I 014: Rcw. 911/85 QIK U I 34 - ONTARIO PHONE JPHONE 909 930-8576 DOMINGUEZ, ISAAC PROJECT NO, 1198565 J�� -/VOLTA'rE I SERM RE EST CLI PRODUCT -I 11'14575 -LINE EXTENSION LIJ CIRCUFTF RUTTMAN / 12KV _�_UB -/PG THOMAS GUIDE S8 603-A5 PRODUCT -2 1114577 -ST LT INSTALATION > < Lij No. CUCAMONGA / Al 11 CIRCUIT CODE 15597 PRODUCT -3 V5617245 V5368893 GS6907 GS6534 J893 1234- 1 11 234 23 1000 CLP PROPOSED SINGLE LINE P5636857 NEW 150KVA/12KV i245 r7Wj 277/480V 3P 4W 1234 FUSED DE F1 V5617245 T P5636856 V5368893 GS6907 FUTURE PIVIE GS6534 A 1 2� 3 41 J893 1234 :a- 1 23 1/0 CLP I e 1000 CLP UNDERGROUND SERVICE ALERT Did 811 Call USA For Und 2 Working <3y3 Before You Dig WARNING THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FAUUTIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IM THE AREA. THE INDICATED LOCA71M OF EDISON UNDERGROUND FACILITIES, AS PROVIDED, ARE BELIEWD TO BE ACCURATE, HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR, LEGEND CODE DEFINITIONS Cl - CUSTWER CONTRACTOR INSTALLED. MATERIALS FURNISHED AND INSTALLED BY APPLICANT AT EDISWS D(PENSE AND ARE DEEDED T ii) EDISON. (EXCEPTION; STREET LIGHT ELECTROUERS WILL BE INSTALLED BY EDISM-'S CONTRACTOR.) CO -- CUSTOM CONTRACTOR OVNED- MAIERIALS FURNMED, INSTALLEM. OWED. AND MAINTAINED BY APPLICANT. CF - CUSTOMER CONTRACTOR FURNISHED: MATERIALS FURNISHED AND INSTALLED BY APPLICANT AT APPLICANT'S EVEKSE THAT MAY BE DUED 10 WSW IN - INSTAL- MATERIALS FURMSHED AND INST931D BY APPLICANT IF APPLICANT INSTALLED PR0,ECT OR BY EDISON IF ENSON INSTALLE13 PRO,ECT. (EXQYTION: FOR AN APPUCMT INSTAULD LINE EMSION. STATION NM HAANG AN ASTERSK ADJACENT TO AN '94' LEMD OWE REPFMTS MATERIALS TO BE PRWDS BY APPUCANT AND IfiISTAULD BY EDISON N Al I C ASES. REFER TO D% 82% PROJECT MATERIAL UST BY ASSEWKY MTHIN A STATION.) Mi - MEMO INSTALL SAME AS N-NSTALL MR - MEMO F&OW: MATEMALS fUO%F-D BY EDISON. RM - MEMO RE)i MATERIALS REMOVIED BY E01", SI - SHW1Y IN: MATERIALS FURNISO AND INSTAUD BY MSM FOR TEMPORARY CONSWUCTION. SR - SHOOFLY REMO* MATERIALS REWVED BY EDISON FOR TEMPORARY CONSTRI100N, TR - 'IRMSFIR EDWN LABW REWMD TO IMSFER DOSING FAOUTIES. CONDUIT RADIUS REQUIREMENTS: A: The minimum radius for bonds are: 36' for conduits 3" in diameter ar smaller 48" for conduits 4' and 5' in diameter 60" for 6" diameter conduit B: The minimum radius for sweeps are: 36' for conduits 3' in diameter or smaller 12'-6' for conduits 4' in diameter Grid larger, unless otherwise noted, CUSTOMER -OWED CONDUIT MATERIAL* AND CONCRETE ENCASEMENT ARE TO BE INSTALLED IN ACCORDANCE WITH EDISON ELECTRICAL SERVICE REWIREMENTS. *SUBJECT TO APPROVAL BY LOCAL INSPECTION AUTHORMES I 014: Rcw. 911/85 QIK U I 34 - ONTARIO PHONE JPHONE 909 930-8576 DOMINGUEZ, ISAAC PROJECT NO, 1198565 J�� -/VOLTA'rE I SERM RE EST 7676473 PRODUCT -I 11'14575 -LINE EXTENSION CIRCUFTF RUTTMAN / 12KV _�_UB -/PG THOMAS GUIDE S8 603-A5 PRODUCT -2 1114577 -ST LT INSTALATION ASSOC DESGN No. CUCAMONGA / Al 11 CIRCUIT CODE 15597 PRODUCT -3 ASSOC DESGN INVENTORY MAP 210-2125-5 I -P. A. '0' NA PROPOSED CONSTRUCRON (LOCATION) TREF RANCHO NEW BUSINESS 10220 4TH ST RANCHO CUCAMONGA, CA 91730 *SPECAL ORDER SLAB, BOX FOR CABLE TRENCH TDI 114575 CO: 56367 SLAB Q LINE EXTENSION 3 1612' CONCRETE CO: 1,.. S SB 10' X 12' W/18 52"1 N: 1- GR #2 S TR PM/BURD TRAINS 150- 0 IN: 2-- CNN HYLUOS PM 3-700 1-350 12/16KV 3P IN: 1- AN BOLTS PM 4/0 AND UP 12/16KV 3P IN: I- TR PM F DE 150KVA 72KV 271/480Y 3P+ SN. IN: 3-#700 1-#350 CLP 10' (1 arras) MI: 3-#700 1-#350 CLP 10' (11 runs) P6857 TO PULL SECTION IN: 1- MTR KSI 2.5A WIN 4°' 400/5 277/480 3P 4 —MSR# 7676473 TDI 114575 1 2 11CO: P5636856 PME LIME EXTENSION Li,48"x72" PAD CO. 1- S SO 06' '/2`--6 X4" BOX FOR PMH --5 IN: 8- CBL 1/0 AL 3--1/C 17KV CLI:' Pal MI: 10- C8L 1/0 AL 3-1/C 17XV CLP PJ P686 T4 P687 (PULL PRIMARY THROUGH PME BOX IN: 1- SL C8L LACK CRAP 3", 11, 3C FOR P8 T L. M D ATAn I SIZE KVA CULT LOA I EXIST. INA NA NA 9NA I I CUSTOMER TO PROVIDE DIAMOND PLATE j PROP, 150 119 1 7 TO COVER OPENINGS FOR FIXTURE PME VOLTAGE DROP: 0.13 FLICKER FACTOR. NA 050' 5" DCICT .. PL TO P6856 PRI'. CIRCUIT. BUTT AIN 12KV CF V6575 TO V7245 i 5' 67' 4- 5" 57' 4-5" HDG EX CAP TOT-�2011 645° 4-5" TEN V7245 TO P6856 LBS 769' 5-1000-12KV PICK UP EXISTING 5" CAP AND EXTEND TO P6856. SCE CONTRACTOR ' TO MANDREL CONDUIT FROM V7245 TO P6856, IF EXISTING DUCT (V7245 TO CAP) IS DAMAGED, CUSTOMER IS RESPONSIBLE FOR REPAIRS OR REPLACEMENT. EX 55' 1-5" ' 1, il_4 20 12 W t 0 F a "AMONGA RANCHO CUr PROTECTIVE BARRIERS (TY'P) SEE DETAIL CO: 10'- 24N30" GABLE € RENCH CUST TO PROVIDE DIAMOND PLATE TO COVER BETWEEN TRAN'SFORI'a��R AND TRANSFORMER OPENING IN SLAB BOX. 8' 1-:5" DUCT P6856i TO P6857 10, 1-Y 25' 1-1,J E m _. f i i Cl. 1 3"24"24" f f_ V7245 T�:J CAP � t I � sA� _ � �__ __ _.-_ � .__ t� i �r C� F CONCR�E HAN LE I -�. -. __ _____- __--___. -_.. _ E 318. 0 P 1588 � I� DHO 44.28316E TO BE INSTALLED - h �i E. -� _ �- J 94 "$' ... " ^� r ... � .I 34 °y" t �---- -- W. 4 Y 3P _ —__.._ 6 /J 6 { —4 28,315E BY TIRAS ON TDi'04253'6 - EXIST. 463 1�1 — d ;, AS LIIN� - - - 42 1 -1 �� EXsc�' � � -I � 70 2000P 2 o -3JJ — � � 1 .a EXIST, 1WATER '��EXIST. CAP 81' -7-1 _2 1w =7 [—'Y Fri ;� _...__...... \. .� _ d ! t �, _.. i C� �---{ FO FO ` €� -� - FG i — —`_ _ i Edi ^--- FJ . y FO J 111= . J EXIST. 10234 4TH STREET TRANSFORMER TO BE LOVED FROM RISER FEED TO UNDERGROUND FEED FROM V7245 ON THE RUTTMAiN12KV ON RULE20 TD1097697 P54{2�1588 ii a X hd' 225' 12 M30541 2THNA 277''480 3P % I I I � 43 732 E CURB & I 263108E d � - 4428318E TO BE INSTALLED RW RW RW RW RW RW RW RW1 R RW RW s s g z F'Wi,- = - V gid g - �1. 3O" REC``CL.ED WATER ' V7245 TO CAP 17o 34' �..�. .,�. � a EXIST. 24" SEINER € 44.28318E TO BE REMOVED 4651' 1-4" --® SS -- - - - ss ss — SS _ ss -- ss ss ss _ _SS . � � ss ss _ �_ xs � � ,s - v � _ ss � - ss _ _ ss � . S ON! 6 Y TRAIN TD10 253 461' 1-5" ss CF CF 0 442831 E TO BE REMOVED, 1JJ 1 BY TRANS ON TD 104-.2 536' 0 0 0 � HH TO HH �' HH TO SL 0 _ �— + _ I 199 J a ' _ _ ..._ _ _-_ _.._ I IN: 199 1,�Ca w 23 IN: 23 JF 4TH STREETM CN 4,10 €—— ' Cc X 4526;20.3E TO REMAIN IN PLACE era _ -+ _ - � EX 10IVA TRANSFORMER FEELING HIS � - a TO DE MOVED TO V7245 �< DW -- D — — Dai — DW — — — DW — — Dai — — OW ___ DW ____.. DW ____ DW .., Det ON THE RUTTMA 12KV. m __ DIN — — Ow — _p___ DW — — __ DW --_ — DW — — DW — — ow QW — T — DW ____ , — OW __ DW OW ON RULE20 TD1097697 --- Det — DW — — — D .. .— W — — — DW — —. DW — — _-- DW — ._. DW — _ — DW — —n Qtly — DW DW DW _ — SO SD SD SD . __._® .... DW_ gi �. p _ c m. DW _mn___ — D — — _ Dye — — DW OW -- — D ---_ — — DIN DW _ _ DW SO r TD 1 114571 617245 VAULT LINE EXTENSION 7'x148" Tub Stye TUB STYLE EX 1-0 RAM SF6 600A 12XV (GS6907) RM: 3- PW DE DB RCPT INS /TST PINT 600AP IN; 3- JJ DBE 11/0 200A /BUSH EXT 1/0 6A I: 20- CBL 1/0 AL 3-1/C 17KV CLP PJ GAS SWTCH TO J -BARS IN: 3- JJ LB JUNG BAR 4WY 200A 15KV IN: 6- JJ LBE 1/0 200A 12XV Each meter socket, meter parcels, or switchboards and their- Idtil: 6- JJ LB INS CAP 200A 15KV related meter/service disconnect shall be clearly and k r dl E.X. 27V 1-3" DUCT V7245 TO HH SECONDARY CABLE FROM VAULT TO FEED HAINDHOLE AND STREETLIGHTS TO BE INSTALLED ON TD1097697 (RO UG INSTALL" Af; G ; t d� �+t SSiUi{—fE6and C.�+LdFL)Rfi&€d4 An E'DISON 'NTERNAPON,AL Company y / / J E permanently marked by 'the contractor car customer to indicate __ ____ _ TD1114577 �a L 23 31 , INN:: 11C CBL 1 AL 0 -III, iil' Ci P r MIs 10- C 1/0 AL 3-1/C 17KV P' -the occu ncy or load served. The I bel sh Fl tae kec�atect or � CUSTOMER RESPONSIBILITIES: ST LT INSTALLATION �� SCALE: 1" 0, ,g ^y d 2 8 7I Y 3i Ld P�socket. i a r [ she meter parcel or adjacent to the Gael All Nattering i *, as PICK UP EXISTING 5 CAP AND EXTEND TO P6 56�. SCE CONTRACTOR 8 C C TO MANDREL t�1- S�. PL 31 CQNC OCTQCT 6 ARM+ Cl,' s CF: 5- CM DUCT 5" shall be a minimum of three ---quarter inch in height, PRODUCT -2 1114577—ST � , x'7245 a CONDUIT FROM TO P6i856. IF EXISTING DUCT �V7245 TO CAP) IS DAMAGED, u 1-- �L 10Ql HPS COBRA HD FLAT LAMP PC-� Cl:- � CF. 5 CM DUCT FOR EXCAVATION' MAP 210-2125-5 , . x CUSTOMER IS RESPONSIBLE FOR REPAIRS OR REPLACEMENT, INSTALL NEW PME CF: 1- S HST CONC 13"X24"X24" CUCAMONGA CAP TO PA Examples of permanent marking are. 4 STRUCTURE P6856 ArND INSTALL DIAMOND PLATE CO'VFrRS OVER A` L OPENINGS OF s (1 ) an identification plate secured by screws, rivet,:, or equivalent secure adhesive, (2) weatherproof paint applied with stencil a. legible lettering. 3 commercially rav6la ie decay. Identification means sstreetRapartment, ar suite number. These requirements are for grouped meter service instaliations or where required for single --commercial installations only, They do not pertain to single-family dwellings. PME STRUCTURE P6856. INSTALL NEW 1- CONDUIT FROM P6856 TO NEW SLAB 9 �! 7 TALL NEW PDX P68 .INS E SNAP 8C'J'X P6 J R NEW TRANSFORMER TO BE Ci O, I V INSTALLED. CUSTOMER TO SUPPLY AND INSTALL ADDITIONAL DIAMOND PLATE � COVERING FOR GAPS BETWEEN THE TRANSFORMER AND THE TRANSFORMER OPENING IN SLAB BOX P6857).. INSTALL NEW 2.4"x30" CABLE. TRENCH FROM P6857 TO N�i CUSTOMER PULL. SECTION. I TRENCH AND INSTALL NEW 3" DUCT FROM EX HANDHOL E -10 NEW HAINDHOLE_ NEW INSTALL NES I -IA. D IC3LE AND INSTALL NEW 1Y2" CONDUIT FROM NEWf HADHOLE PT CS LOCATION OF NEW STREETLIGHT BASE. ALL TRENCHING, INSTALLATION OF STRUCTURES AND CLEARANCES MST MEET SCE. REQUIREMENT. ALL STRUCTURES AND CONDUITS MUST BE INSPECTED AND MAINDRELLED BY SCE INSPECTOR PRIOR TO COVERING OR SLURRING CF: 1- sS 1 AX EXCV CST FOR NSD/PAD/PB/PME/s8/LIE IN. 199- CBL #8 AL 2-1/C 600V CLP IN DUCT CF: 199- CM DUCT 2 1/2" TO 4" CF: 199- CM DUCT FOR EXCAVATION HH TO HH IN: 23- C8L #8 AL 2-1 /C 600V CLP IN DUCT CF: 23-. CM DUCT FOR EXCAVATION CF: 23- CM DUCT 2" AND LESS 1-H TO SL3031E MI: 10- COL #8 AL 2-1/9C 600V CLP IN DUCT 20 40 r . ISM-- i34 - ONTARIO MIM, PHONE *, , UUMINGUEZ, ISAAC e y r ♦r EXTENSION s II / VOLTAGE 19KV PRODUCT -2 1114577—ST - INVENTORY MAP 210-2125-5 , . x PROPOSED I TREF RANCHO NEW BUSINESS 10220 4TH STI 'RANCHO CUCAMONGA, CA 91730 i -. ► } .:SHEET 1 W R58063 Exhibit "B" i (Relocation of facil' Relocate existing Level 3 fiber from aerial to underground conduit:j�l - Requestor to install new 1.5" HDPE conduit from SCE pole 4428315E to SCE44�9E..-- (minimum 42" below grade). Conduit to become property gf4tL'e'-ve13-upefv-c pletion of installation. - Level 3 to install new 1.5" HDPE conduit from SCE pole44Z83 i '-to the existing Level 3 vault near SCE pole 4428320E. - Level 3 to install new vault near SCE pole 4428315E. - Level 3 to install new fiber optic cable in the new underground conduits from the existing Level 3 vault near SCE pole 4428320E to the new vault near SCE pole 4428315E, then up new pole riser at SCE pole 4428315E, including splicing and testing of the fiber. - Level 3 to remove existing fiber optic cable from SCE pole 4428315E to SCE pole 4428320E. - Level 3 includes traffic control for all Level 3 work. NEW Level 3 vault (by Level 3) Existing Level 3 aerial network T Existing Level 3 vault New 1.5" HDPE underground conduit (by Level 3) from SCE pole 4428319E to Level 3 vault near SCE pole 4428320E New 1.5" HDPE underground conduit (by Requestor) from SCE pole 4428315E to SCE pole 4428319E 1"r,f Nr,t4 & IN£ iV C,u943 f-hc9 Existing Level 3 undergound network