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Home My WebLink About2876-1EXISTING MONUMENT 2" BRASS DISK STAMPED LS 4452 / PER PM 159/21-27 & RS 88/4-5) / MANHOLE TO BE RECONSTRUCTED CITY OF FONTANA ---- -- - GOUNTY OF RIVER51I7ff TOPO SOURCE INLAND AEREAL SURVEYS INC. 5826 MAGNOLIA AVENUE RIVERSIDE, CA. 92506 PHOTOGRAPHY DATED 1-30-98, 7-30-97 I.A.S. JOB #: 98-2877 CITY OF N'LY FONTANA R /W 52' 12' 40' WADicc I h / /e j 1 MWO EXISTING MONUMENT 1" IRON PIPE STAMPED LS 3018 - - . I PER PM 26365 (PM 172/36-41) BASIS OF BARING -7 N.89'59'30"W. nin 19� A„` f14 SCALE: 1"=206 - l_ i-_ _ --------- PHiLADELP.H14 AVENUE - - - - - - - - - - - - - - -----� SEE SHEET NO. 2 SEE SHEETI NO. � I I I � I I INDEX MAP SCALE: 1"=200' RIVERSIDE COUNTY S'LY R 50' /W 38' 12' I�- EXIST. AC PAVEMENT I 0.3%-2%) EXIST. P.C.C. SIDEWALK EXIST. CURB COUNTY LINE & GUTTER PHILADELPHIA AVENUE FROM STA 121+79.16 TO STA 136+02.77 NOT TO SCALE BENCHMARK CITY OF FONTANA B.M. # 603 TOP OF FIRE HYDRANT @ THE SOUTHEAST CORNER OF INDUSTRY AVENUE AND UNION AVENUE. ELEV. = 861.84 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG t<(Q) , -, < X P� PRIVATE ENGINEERING NOTE: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SITE CON- DITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I CT CONSULT NTS, INC. t� Civil Engineers - Surveyors - Planners P.O. Box 5705 Riverside, CA 92517-5705 4344 Latham St., Suite 200, Riverside, CA 92501 Phone: 9091341-8940 Fax: 909/341-8945 e-mail: kctincCkctconsultants.com W.O.: 1020-04 CONSTRUCTION NOTES O O PLACE 5" A.C. PAVING OVER 4" CLASS II AGGREGATE BASE (TENTATIVE SECTION). O2 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 101. 30 PLACE 1" THICK (MINIMUM) A.C. OVERLAY. FEATHER OUT FOR SMOOTH TRANSITION. 40 CONSTRUCT 4' WIDE BY 4" THICK CONCRETE SIDEWALK. PLACE EXPANSION JOINTS AND WEAKEN PLANE JOINTS PER CITY OF FONTANA STD. DETAIL 105A. OCONSTRUCT 10' WIDE CONCRETE GUTTER AND SPANDREL PER CITY OF FONTANA STD. DETAIL 105. 60 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. DETAIL 104A. O CONSTRUCT 10' WIDE BY 52' LONG PRECAST CONCRETE PANELS PER UNION PACIFIC RAILROAD ENGINEERING STANDARD DWG. 0304. O EXISTING STORM DRAIN INLET TO BE REMOVED. CONSTRUCT CONCRETE BULKHEAD AT END OF PIPE. T 90 EXISTING DRAINAGE JUNCTION BOX TO BE ADJUSTED TO GRADE. L j 10 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. DETAIL 118. z 11 EXISTING SEWER MANHOLE TO BE ADJUSTED TO GRADE PER I.E.U.A. PLANS AND SPECIFICATIONS, < UNDER SEPARATE PERMIT. SEE SHEET 5 AND 6. 12 EXISTING POWER POLE TO BE RELOCATED. I I ( 13 REMOVE EXISTING A.C. PAVING. III 14 CONSTRUCT JUNCTION STRUCTURE PER AMERICAN PUBLIC WORKS ASSOCIATION STD. PLAN 331-1. f I ( I LATERAL PIPE, 24" S.D. TO ENTER MAINLINE RADIALLY. A=45`, B=24", C=3.50'. J I I 15 CONSTRUCT 6" CONCRETE CURB PER CITY OF FONTANA STD. DETAIL 101. i EXISTING NO. 9 SIGNAL AND GATE TO BE PROTECTED IN PLACE. I 17 EXISTING NO. 9 SIGNAL AND GATE TO BE RELOCATED. 1_1 k=- 18 INSTALL 2-N0. 9 SIGNAL AND GATE PER UNION PACIFIC RAILROAD STANDARD. 19 EXISTING SIGNAL CONTROL BOX TO BE RELOCATED. F , Ntil,20 EXISTING CONCRETE PANELS CROSSING TO BE PROTECTED IN PLACE. tza I' li' 21 CONSTRUCT SIDEWALK DRAIN, SIZE 3, PER CITY STD. 124-A. 22 EXISTING TELEPHONE MANHOLE TO BE ADJUSTED TO GRADE. 23 RELOCATED NO. 9 SIGNAL AND GATE. INSTALL PER UNION PACIFIC RAILROAD STANDARD. 24 4" THICK CONCRETE, CLASS "B". ----- ---- ----_____- ---_ FONTANA GOUNT-( OF R i 0 R��nRn nRn��n�l� APPROVED BY: GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD F� PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE 101 THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING .I 101,3100 DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALT_ BE o� Q 5�� REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC = RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. C� PHILADELPHIA AVE GOUNTY CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE e OPERATION AND WATER REQUIREMENTS. 4. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO THE No. 33950 `PAVING OF STREETS. 7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. 9400 Cherry Avenue, Building A Fontana, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE RIVERSIDE 60 _ r SEVAIN� WAYS_ PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT California 92335 Telephone (909) 357-0241 UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE Exp. EXCAVATION. 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL COMPANIES INCLUDING, BUT �v 5 3 15 NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL, AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE N.T.S. RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPVOVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND o PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. o 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, � E 0 a BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY L TRAFFIC ENGINEER. 0),t 20 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, L DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. �o L6 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED a 25 MILES PER HOUR. o 0) 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS 0 0 AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 0 0 N � O i EXISTING MONUMENT 2" BRASS DISK STAMPED LS 4452 / PER PM 159/21-27 & RS 88/4-5) / MANHOLE TO BE RECONSTRUCTED CITY OF FONTANA ---- -- - GOUNTY OF RIVER51I7ff TOPO SOURCE INLAND AEREAL SURVEYS INC. 5826 MAGNOLIA AVENUE RIVERSIDE, CA. 92506 PHOTOGRAPHY DATED 1-30-98, 7-30-97 I.A.S. JOB #: 98-2877 CITY OF N'LY FONTANA R /W 52' 12' 40' WADicc I h / /e j 1 MWO EXISTING MONUMENT 1" IRON PIPE STAMPED LS 3018 - - . I PER PM 26365 (PM 172/36-41) BASIS OF BARING -7 N.89'59'30"W. nin 19� A„` f14 SCALE: 1"=206 - l_ i-_ _ --------- PHiLADELP.H14 AVENUE - - - - - - - - - - - - - - -----� SEE SHEET NO. 2 SEE SHEETI NO. � I I I � I I INDEX MAP SCALE: 1"=200' RIVERSIDE COUNTY S'LY R 50' /W 38' 12' I�- EXIST. AC PAVEMENT I 0.3%-2%) EXIST. P.C.C. SIDEWALK EXIST. CURB COUNTY LINE & GUTTER PHILADELPHIA AVENUE FROM STA 121+79.16 TO STA 136+02.77 NOT TO SCALE BENCHMARK CITY OF FONTANA B.M. # 603 TOP OF FIRE HYDRANT @ THE SOUTHEAST CORNER OF INDUSTRY AVENUE AND UNION AVENUE. ELEV. = 861.84 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG t<(Q) , -, < X P� PRIVATE ENGINEERING NOTE: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SITE CON- DITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I CT CONSULT NTS, INC. t� Civil Engineers - Surveyors - Planners P.O. Box 5705 Riverside, CA 92517-5705 4344 Latham St., Suite 200, Riverside, CA 92501 Phone: 9091341-8940 Fax: 909/341-8945 e-mail: kctincCkctconsultants.com W.O.: 1020-04 CONSTRUCTION NOTES O O PLACE 5" A.C. PAVING OVER 4" CLASS II AGGREGATE BASE (TENTATIVE SECTION). O2 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 101. 30 PLACE 1" THICK (MINIMUM) A.C. OVERLAY. FEATHER OUT FOR SMOOTH TRANSITION. 40 CONSTRUCT 4' WIDE BY 4" THICK CONCRETE SIDEWALK. PLACE EXPANSION JOINTS AND WEAKEN PLANE JOINTS PER CITY OF FONTANA STD. DETAIL 105A. OCONSTRUCT 10' WIDE CONCRETE GUTTER AND SPANDREL PER CITY OF FONTANA STD. DETAIL 105. 60 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. DETAIL 104A. O CONSTRUCT 10' WIDE BY 52' LONG PRECAST CONCRETE PANELS PER UNION PACIFIC RAILROAD ENGINEERING STANDARD DWG. 0304. O EXISTING STORM DRAIN INLET TO BE REMOVED. CONSTRUCT CONCRETE BULKHEAD AT END OF PIPE. T 90 EXISTING DRAINAGE JUNCTION BOX TO BE ADJUSTED TO GRADE. L j 10 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. DETAIL 118. z 11 EXISTING SEWER MANHOLE TO BE ADJUSTED TO GRADE PER I.E.U.A. PLANS AND SPECIFICATIONS, < UNDER SEPARATE PERMIT. SEE SHEET 5 AND 6. 12 EXISTING POWER POLE TO BE RELOCATED. I I ( 13 REMOVE EXISTING A.C. PAVING. III 14 CONSTRUCT JUNCTION STRUCTURE PER AMERICAN PUBLIC WORKS ASSOCIATION STD. PLAN 331-1. f I ( I LATERAL PIPE, 24" S.D. TO ENTER MAINLINE RADIALLY. A=45`, B=24", C=3.50'. J I I 15 CONSTRUCT 6" CONCRETE CURB PER CITY OF FONTANA STD. DETAIL 101. i EXISTING NO. 9 SIGNAL AND GATE TO BE PROTECTED IN PLACE. I 17 EXISTING NO. 9 SIGNAL AND GATE TO BE RELOCATED. 1_1 k=- 18 INSTALL 2-N0. 9 SIGNAL AND GATE PER UNION PACIFIC RAILROAD STANDARD. 19 EXISTING SIGNAL CONTROL BOX TO BE RELOCATED. F , Ntil,20 EXISTING CONCRETE PANELS CROSSING TO BE PROTECTED IN PLACE. tza I' li' 21 CONSTRUCT SIDEWALK DRAIN, SIZE 3, PER CITY STD. 124-A. 22 EXISTING TELEPHONE MANHOLE TO BE ADJUSTED TO GRADE. 23 RELOCATED NO. 9 SIGNAL AND GATE. INSTALL PER UNION PACIFIC RAILROAD STANDARD. 24 4" THICK CONCRETE, CLASS "B". ----- ---- ----_____- ---_ FONTANA GOUNT-( OF R i 0 R��nRn nRn��n�l� APPROVED BY: NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL A GRADING PERMIT OR ENCROACHMENT PERMIT HAS BEEN ISSUED. A SEPARATE PERMIT WILL BE REQUIRED FOR WORK DONE IN THE COUNTY OF RIVERSIDE (CALL (909) 955-6790). I.P. 000056 MS 3792 SEAL COUNTY APPROVED BY RIVERSIDE COUNTY: Q(,OFES/0&41 TD 2 INLAND EMPIRE AVE N F� JURUPA 101 �� w .I 101,3100 *A Municipal o� Q 5�� y KHALED A. OTHMAN = 15 COUNTY LINE 5AN 131:RNAROINO LOCATION C� PHILADELPHIA AVE GOUNTY e INLAND AVE{ RIVERSIDE DULLES DR COUNTY > DE FOREST CIR. 60 Q /Ss�O No. 33950 COUNTRY Civil Engineer for I.E.U.A. 9400 Cherry Avenue, Building A Fontana, VILLAGE RD DR B� �0 RIVERSIDE 60 _ r SEVAIN� WAYS_ R.C.E. No. C49444 �p/1 TA 6N/ California 92335 Telephone (909) 357-0241 Rancho Cucamonga, California 91730 Exp. 6-30-02 �Y oY Q 5P 5,0� BLVD Exp. 9-30-00 MoAIRAV/ o � wo > o J N e�RFN PSE �v 5 3 15 cin W z w E� GR VICINITY MAP N.T.S. THE THOMAS GUIDE, 1999 EDITION, SAN BERNARDINO/ RIVERSIDE COUNTY, PAGE 643, SECTION J-4 SEC. 33, TAS, R. 6W NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL A GRADING PERMIT OR ENCROACHMENT PERMIT HAS BEEN ISSUED. A SEPARATE PERMIT WILL BE REQUIRED FOR WORK DONE IN THE COUNTY OF RIVERSIDE (CALL (909) 955-6790). I.P. 000056 MS 3792 SEAL COUNTY APPROVED BY RIVERSIDE COUNTY: Q(,OFES/0&41 TD 2 A2 RECORD DRAWING t2 -4-o2 I REVISED SHEET 2, 3 AND 5. REV• I REVISION DESCRIPTION DATE ENGR. 9TF OF CN\_\F R.C.E. NO. 33950 EXP.DATE 6/30/02 Q'�',()FESSIOIV4� Prepared Under The Supervision Of CITY O F FO � �, I F® �Q� Fac DESIGN REVIEW # 95-15, PHASE I TERESITO N. TABIOLO DRAWN BY: STREET IMPROVEMENT PLANS SCALE: RCE No. 38826 /� AS NOTED Exp. 3-31-01 DESIGNED BY: PHILADELPHIA AVENUE DATE: lz_5.0' MAY, 1999 � l v 1 \�O��P Date - Z$"LI7j CHECKED BY: APPROVED4B TI/TLE /SHUT DWG. NO.: CITY DTE F CN TERESITO N. TABIOLO R.C.E. 38826 EXP.3-31-01 1 TAW.. ACTING CITY ENGINEER R.C.E. 51152 to /w J,n 28 74 6 INLAND EMPIRE UTILITIES AGENCY* F� °ATE �� .I 101,3100 *A Municipal Water District y KHALED A. OTHMAN = `�►� Date LOCATION MAILING ADDRESS e RCE No. 33950 FOR IRAN 0 ATION DEPARTMENT Civil Engineer for I.E.U.A. 9400 Cherry Avenue, Building A Fontana, Post Office Box 697 ALED A. HMAN R.C.E. No. C49444 �p/1 TA 6N/ California 92335 Telephone (909) 357-0241 Rancho Cucamonga, California 91730 Exp. 6-30-02 Exp. 9-30-00 MoAIRAV/ A2 RECORD DRAWING t2 -4-o2 I REVISED SHEET 2, 3 AND 5. REV• I REVISION DESCRIPTION DATE ENGR. 9TF OF CN\_\F R.C.E. NO. 33950 EXP.DATE 6/30/02 Q'�',()FESSIOIV4� Prepared Under The Supervision Of CITY O F FO � �, I F® �Q� Fac DESIGN REVIEW # 95-15, PHASE I TERESITO N. TABIOLO DRAWN BY: STREET IMPROVEMENT PLANS SCALE: RCE No. 38826 /� AS NOTED Exp. 3-31-01 DESIGNED BY: PHILADELPHIA AVENUE DATE: lz_5.0' MAY, 1999 � l v 1 \�O��P Date - Z$"LI7j CHECKED BY: APPROVED4B TI/TLE /SHUT DWG. NO.: CITY DTE F CN TERESITO N. TABIOLO R.C.E. 38826 EXP.3-31-01 1 TAW.. ACTING CITY ENGINEER R.C.E. 51152 to /w J,n 28 74 6