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Home My WebLink About2206-D FOOTHI L BOULEVARD and ROC ESTER AVENUE CITY OF RANCHO CUCAMONGA PUBLIC STORM DRAIN IMPROVEMENT PLANS STATE 210 _ CITY Or 5 1 -94 RANICHO CUCAMOINGA .. BASE LINE ROAD wc.., `....._„ 't'... _... ..,i- ..,...................�-- u.,.... ,..,,W,..,, ..«.»...,.,..,....,.....,.,..,m....,...,mm...,.,...... „..,,.. «.,,.w.m. ..-m.«,., .:.,....,wr.«..�.�N:,...,w�w.,,.., uwrw.w.muwn _.,........,..........,... x..„, .........,..,.,....... .. ..__..«..,_.................,._ «,w...:F .». .^. q w..«.. v..: 9., .Y.. .,..wo-,.wP„.,...w.. .:.. r:k.... :u....v:m......, ... .... ... ...; t;q. 9s" C .... .. .. .+ w_..._... .....,..»..................... ..-......,....,.. ......„.......w..... .,,.,,..._.,............,..-.....,>_...... .,>K..,....,............,.,.. .:.,...t ..r,,...w , .a.,3..-..„....w.n,........,., .,...... W..........v...,.,... ......«Tr... ..A ...,.....,...�..,a.,.,,.. .1.. ,,.a. _..w.,.......,........ ... ... .... . .. .... ... FOOTHILL BOULEVARD /OOTHI'LL W W�GENE LNOTESz>1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO oCUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS < BOULEVARD CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL AMENDMENTS. CONTRACTOR - _ f SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE - - - - - - - - � SITE Lli Fr STANDARDS AND SPECIFICATIONS. W , < 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 WORK IS TO BE � � ARROW ROUTE THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS ' DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST f TO THE CITY OF RANCHO CUCAMONGA. NOT TO SCALE i > ��k _ �.�..� _ -- MAP - � ___ - 1�1�`llVITY 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH ZEE -_17-�ffa tffmm ��,� � � THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES NOT TO SCALE RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH - J =__ FACILITIES ARE SHOWN ON THESE PLANS. rTT __-: = - _TF__ _H 1i 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING WITHIN CITY OF RANCHO ► -_. - DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WIT '® CUCAMONGA EASEMENT OR RIGHT-OF-WAY. - 3 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 =-I SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING , f ti - _-� STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE51 SHEET INDEX AREAS, SHEET # DESCRIPTION 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. � 1 TITLE SHEET w 2 STORM DRAIN IMPROVEMENTS - FOOTHILL BOULEVARD 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING i ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA AND 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 SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL -: CONTENT, AND GRADATION OF ASPHALT PAVING. f 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO STORMI IMPROVEMENTS A THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALVE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 21 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO 3 EA CUCAMONGA STANDARD PLAN NO. 301 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). STORM DRAIN GENERAL NOTES 22 REMOVE EXISTING CATCH BASIN 3 EA 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY PREPARED BY REMOVING ALL ROCKS WHICH PROJECT LOCATION 23 CUT, ABANDON IN PLACE AND SLURRY SEAL EXISTING 24" RCP 2 EA MATERIAL, THE SUB-GRADE SHALL BE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CUCAMONGA VALLEY WATER DISTRICT'S PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH STANDARDS AND SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 11951, 11973, 11995, 12009, 12035 STORM DRAIN LINE A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. CONSTRUCTION (GREEN BOOK) LATEST EDITION AND ALL SUPPLEMENTS. FOOTHILL BOULEVARD 8163 ROCHESTER AVENUE 2Q- CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA 2 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT 2. APPROVAL OF THIS PLAN BY THE CITY OF RANCHO CUCAMONGA DOES NOT CONSTITUTE A RANCHO CUCAMONGA, CALIFORNIA STANDARD PLAN NO. 329 REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.G.C. SHALL BE UNIFORMLY APPLIED REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OR OF THE EXISTENCE OR AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS CIVIL ENGINEER Q)5 CONSTRUCT 24" RCP STORM DRAIN LINE- 1400 D 54 LF PAVING. PROJECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE PROTECTION OF ALL ASSOCIATED ENGINEERS, INC. LEGEND CONSTRUCT CATCH BASIN CONNECTION PER CITY OF RANCHO 3 EA ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF 26 13. E UTILITIES WITHIN THE LIMITS OF THE PROJECT. 3311 E. SHELBY STREET ONTARIO, CA 91764 4872 AC ASPHALTIC CONCRETE CUCAMONGA STANDARD PLAN N0. 308 THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE 3. INSPECTION SHALL BE BY THE CITY OF RANCHO CUCAMONGA, BUILDING & SAFETY DEPARTMENT. FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID, ANY ITEM OF WORK, ALL REQUESTS FOR INSPECTION SHALL BE MADE AT LEAST 24 HOURS IN ADVANCE OF THE PH: (909) 980-1982 EMH ELECTRIC MANHOLE 27 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CITY 1 EA OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN PROPOSED CONSTRUCTION. FAX: (909) 941-0891 THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF CONTACT: MR, JEFF MEITER, PE BW BACK OF WALK OF RANCHO CUCAMONGA STANDARD PLAN N0. 328 WORK. 4. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN SOILS ENGINEER BCR BEGIN CURVE RADIUS QUANTITIES SHOWN HEREON ARE PROVIDED ONLY FOR THE CONVENIENCE 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A AND SUCH WARNINGS, SIGNS, STOP SIGNS, BARRICADES AND OTHER SAFETY MEASURES AS DIRECTED BY THE CITY OF RANCHO CUCAMONGA, BUILDING & SAFETY WITH REFERENCE TO THE MANUAL A GROUP BRC BEGIN REVERSE CURVE ' OF THE OWNER. THE CONTRACTOR IS REQUIRED TO PREPARE HIS OWN 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. OF UNIFORM TRAFFIC CONTROL DEVICES, CALIFORNIA SUPPLEMENT, ALL EDITIONS. 10851 EDISON COURT CF CURB FACE ESTIMATE OF QUANTITIES AND SHALL RELY ON HIS OWN ESTIMATE OF ' QUANTITIES IN PREPARING HIS BID.. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FORRANCHO CUCAMONGA, CA 91730 (E) EXISTING THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 5. SEWER PIPE SHALL COMPLY WITH SECTION 207-7, "ASBESTOS CEMENT PRESSURE PIPE"; REPORT #07-028-01 " REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY SECTION 207-16, "ABS COMPOSITE PIPE , SECTION 207-17, "POLYVINYL CHLORIDE PLASTIC pH: (909) 989-1751 ECR END CURVE RADIUS ENGINEER FOR APPROVAL. PIPE;" SECTION 207-15, "ABS SOLID WALL PIPE", AND SECTION 207-8, "VITRIFIED CLAY PIPE", FAX: (909) 989-4287 EM ELECTRIC METER OF THE STANDARD SPECIFICATIONS. CONTACT: MR. ED LYONS EPB ELECTRIC PULL BOX 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF 6. ALL PVC AND ABS SOLID WALL PIPE SHALL HAVE A STANDARD DIAMETER RATIO (S.D.R.) OF 26 AGENCY/UTILITYFH FIRE HYDRANT THE CITY INSPECTOR. OR LESS. CONTACT LIST FL FLOW LINE 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. 7. USE OF A PIPE DEFLECTOR OR RE-ROUNDER SHALL NOT BE PERMITTED ON OVER-DEFLECTED SOUTHERN CALIFORNIA FS FINISH SURFACE SEE CONTACT INFORMATION PROIVIDED ON THIS SHEET. PIPE. GAS COMPANY HP HIGH POINT 8. AFTER BACKFILLING AND COMPACTION OF ABS OR PVC PIPE, THE SEWER SHALL BE CLEANED 216 NORTH EUCLID AVENUE AND MANDRELLED. MANDRELL SHALL BE RIGID TYPE WITH RUNNERS, MINIMUM DIAMETER OF ONTARIO, CA 91761 PCC PORTLAND CEMENT CONCRETE 96% OF INSIDE PIPE DIAMETER AND A LENGTH EQUAL TO OR GREATER THAN THE PIPE (8°°) 427-2000 POC POINT OF CURVE DIAMETER. COCAST PRC POINT OF REVERSE CURVE 9• CONTRACTOR SHALL NOT OPEN MORE TRENCH THAN CAN BE PROPERLY CONSTRUCTED AND 1205 DUPONT STREET RW RIGHT OF WAY FILLED IN A DAYS OPERATION. ANY TRENCH UNAVOIDABLY LEFT OPEN DURING THE HOURS OF ONTARIO, CA 91762 DARKNESS OR OVER A WEEKEND SHALL BE FENCED WITH 6 FOOT CHAIN LINK FENCING AND (909) 983-9895 TC TOP OF CURB PROPERLY LIGHTED. VERIZON SDMH STORM DRAIN MAHOLE 10. CONTRACTOR SHALL REINSTALL PAVEMENT MARKINGS AND STRIPING THAT HAS BEEN DISTURBED (800) 483-3000 SMH SEWER MANHOLE r� BY HIS OPERATIONS. WM WATER METER aCU 11. O.S.H.A. PERMIT REQUIRED FOR TRENCHES OVER 5 FEET IN DEPTH PRIOR TO START OF TRENCH WATER DISTRICT N EXCAVATION. 10440 ASHFORD ROAD EXISTING STORM DRAIN LINE RANCHO CUCAMONGA, CA 91730 I CITY DESCRIPTION OF REVISION DATE U (909} 987-2591 12. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT PRIOR TO BEGINNING WORK. PROPOSED STORM DRAIN LINE APPROVED C 13. THE CONTRACTOR SHALL PROVIDE SAFE AND CONTINUOUS PASSAGE FOR LOCAL PEDESTRIAN (ELIC) " IT" 00""' F rm"', "' Nom" HeN 00%, U 0-% A IL "w" No"&A u-� CIT OF R L; Y U KA U U U UAMUNU TRAFFIC AT ALL TIMES. CITY OF RANCHO CUCAMONGA AND VEHICULAR TR 10500 CIVIC CENTER DRIVE SHOULD ANY OF THE EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE ICT (909} 477-274 RANCHO CUCAMONGA, CA 91731 PROPOSED CATCH BASIN PUBLIC STORM DRAIN IMPROVEMENT PLAN 14. 0 w PROPOSED SEWER LINE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND AWAIT THE PARCEL MAP NO. 17818 RELOCATION AND/OR ALTERNATE DESIGN. MARKS CABLVISION 10808 FOOTHILL BLVD. #120 15. THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID INJURY TO EXISTING IMPROVEMENTS OR RANCHO CUCAMQNGA, CA 91730 TITLE b` HEET " FACILITIES, UTILITY FACILITIES, ADJACENT PROPERTY, AND TREES AND SHRUBBERY THAT ARE (909) 987-6275 (909) 880-0222 a NOT TO BE REMOVED. CONTRACTOR SHALL NOTIFY USA PRIOR TO ENTERING PROJECT SITE. FOOTHILL BOULEVARD & ROCHESTER AVENUE < (n >, 16• ALL REMOVALS IN PAVED AREAS SHALL BE SAW CUT ON A NEAT, STRAIGHT LINE PARALLEL TO THE PIPE LINE, THE CUT EDGE SHALL BE PROTECTED FROM CRUSHING AND ALL BROKEN EDGES . . APPROVED BY ` GATE � SHALL BE RECUT PRIOR TO PAVING OPERATIONS. " `' @„` ,, CITY EN GI N EE R. .E. 42156 m rt� DESIGN RECOMMENDED 17. PUBLIC STREETS SHALL BE KEPT CLEAN AND FREE FROM DIRT AND/OR DEBRIS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN STREET CLEANING, M I Engineers o Underground ServiceAlert BENCH MARK 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 v �°REro TEMPORARY BENCHMARK - CITY OF NECESSITATED BY HIS OPERATION. IIA p 'y k`` - ®C 1 3� 9 DRAWN Voice: (909) 980-1982 Fax: (909) 941-0891 SHEE W G W .J Q II+ RANCHO CUCAMONGA M.J.W. 1" IRON PIPE IN AC PAVEMENT AT THE - m � ° DRAWING No. rd►� CENTERLINE INTERSECTION OF FOOTHILL CHECKED � BOULEVARD AND ROCHESTER AVENUE _. J.D.M.227-2600 RCE No.: 64.696 ELEVATION: 1207.36 (ft} DATE: A ST 2007 FILE No.: 0151141 TWO WORKING DAYS BEFORE YOU DIG PROJECT HEET # OF File: U.\2-005\05102 ADWG SHEET PHASE_2 15-SD.dwg Apr 16, 2008 - 8:53am Jeffm 77--T--tItf-74-- 77- ------.......... fff ................ t -_--tift .......................... tI ift ..........f ..........t........... I...................... tf ............----------t ----------- tfItt............. ttL---------- t.......... tFfftttttfftf .......... t ................fttt7 t............. F -1 0 If71........... f ........... itttFt ............. 7' tin-,j -------------f6 -------F ---------- tff ---------------ItTtF- 2 1-- Ub,- 205-ttl ............4n05 'ft ....................... ............j- �4 T------------ tfI777�i tItftft ------- ......ft -00-4:f ...............FttU. fttttL.............24 'jRQP t00b-------t -------------ft------------........... f -3,94�,ftt7 ttttI2 0'() 777 71,—Z 4,20 7,77�t:7 771-2............ tIIr t> ItL0 f........... 1 7 CD........... CL, C) ttC:) tC) L+ftI.... -------- Cl: t1 CD CD tfco,fC)+tfC"4+ f tP IICq 1< C0 4 .............. -8,09:tF-tC-14...........ft4,�j u) 400 fffF ----------ttf .......... ---------1400 D F__T A-f ....................... ttFF----------- 23"Q& LF,-:(1400 D)tfffIttt-1 T ttff17, t ----------t7 t77 77777"F77-------------- ......... ........ 77 7,,,,,FTE F tftfftfFtfftf .......... T"'------- ---------t ---------- ----------ttttItTt--------------- tttfftttttff4-f............ �4 I 4,I ......... ............tIf-------_-tfF tt -------------ft .......... ttttftttftttftfIt tPROFILE SCALE --------------------- tF ........... +.......... 1"=40' tHORIZONTAL. ........... f------------- fttFtfT---------- Fft......... ......ItVERTICAL: 1 4' ............ tt1 0+00 1 0+u u 1 0+uu L 'E 11 A ENT" ....... 0"'TORM DRAIN IMPROV IVII 0 REMOVE LATERAL "A-42" STA" 10+00-00 ROCH�STER AVENUE EXISTING 21 STA 10+00.00 BC EXISTING 24" RCP--FOOT 24 RCP STA 74+43.72 HILL----BOULEVARD LATERAL "A"�� ENING CATCH BASIN PER CITY OF RANCHO 12' PER DWG. NO. 1974 @ STA 15+68.16 PROTECTIN PLACE RD PLAN NO. 301 LATERAL "A-42"FOOTHILL BOULEVARD GRAPHIC SCAU U2 REMOVE EXISTING CATCH BASIN 75+00 76+00 77+00 78+00 84+00 �--79+0 0 80+00 I0 20 40 80- I --STA 10+00.00 STA 10+00-00 EXISTING 27" RCP PER CVWD CUT, ABANDON IN PLACE AND SLURRY SEAL EXISTING 24 RCP LATERAL B LATER U3 LATERAL "C" EXISTING SDMH D WG. N 0. 90-S7-15 STORM DRAIN LINE EXISTING 24" RCP < EXISTING 24" RCP STA 13+-3-6.7M L < OTECTIN PLACE PROTECT IN PLACE OfNN� ABANDON IN PLACE co co PER DWG. NO. 1974 LATERAL "A-42"IN FEET -Z,�;, EXISTING 24" RCP AMONGA PROTECT IN PLACE - -------------- - - ETE COLLAR PER CITY OF RANCHO CUC I inch 40 f t. --------- -- STANDARD PLAN NO. 329 --------------------------------- -------RCP CONSTRUCT 24" RCP STORM DRAIN LINE- 1400 D 24' 4 U5 I ASIN CONNECTION PER CITY OF RANCHO STA 10+12.53 NO. 308 LATERAL B 21 STA 10+1 8.09 STA 79+78.57 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN PER CITY U7 X LATERAL C_7 FOOTHILL BOULEVARD L OF RANCHO CUCAMON O. 328 W=7' V=4.O' �S:�T �l�+9��97 tSTA 10+23.66 BEGIN' 24" RCP FOOTHILL BOULEVARD 0 '7-,-\LATERAL "A" JOIN CB W=7 1 V=4.0' i0)ifSTA 77+27.01 BEGIN 24" RCP itFOOTHILL BOULEVARD , PAIRCE'L MAIP 1\10. I 781 8 JOIN CB W 7 V=3.2 P M 6—Or-)7 ItBEGIN 24" RCP JOIN CB F'I I P R E'I P/\RrF'l 3 P R C E'I P R F'I P_rl\R S AVE U E L I K I STORIVI DRAIN LENGTH RADIUS DELTA TANGENT 17.40 22.50 44*1 844" 9.16 6.26 S45*1 3'1 CE 3 12.36 SOO*OO'OO"E<4) 18.09 S01*33'28E CITY DESCRIPTION OF REVISION DATE,00� U A U % M Manor I TY "*� F Iwan R"A N ,C� H 0*"' m '0 Os Nm G A v)� 0 C_ A PUBLIC0% S"1O* F__-\4#'M ru"'IR"'AIN IMPROVEMENT PLAN r-11 A PARCEL MAP I'm 1781 8 -4--J 0 0 LA N Ru'"� F I L E U) FOODTHILL r"""11ULEVAR""`1 & ""'O"llu"HE'TER AVENUE < APPROVED BY DATE itCITY ENGINEE R.C.E. 42156 DESIGN A a C2 1AS30CUNted Envineer 0- E.M. 0 Un-lergrounc-11 Service Alert BENCH MARK A 9176 3311 E. SHELBY STREET ONTARIO, CALIFORNI Voice: (909) 980-1982 Fax: (909) 941-0891 In VORE TEMPORARY BENCHMARK CITY OF DRAWN SHEEI'O' Call: T OLL FREE MW 2 OF 2 1" IRON PIPE IN AC PAVEMENT AT THE 1-800 CENTERLINE INTERSECTION OF FOOTHILL DRAWING No. En __ ____RCE No.: 64696 227-2600 J.D.M. FILE No.: 051141 DATE:ELEVATION: 1207.36 (ft)TWO WOR K I NG DAYS BEFORE YOU DIG F =CT HEET # 2 t File: UN2005\05102-A\DWG\SHEET\PHASE-2\16-SD.dwg Apr 16, 2008 8:56am Jeffm