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HomeMy WebLinkAbout4105-1SIGNING AND STRIPING GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR THE TRAFFIC -SIGNING -, AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, THE STANDARD PLANS OF THE STATE OF CALIFORNIA (DATED JULY 2002) THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND MUTCD 2004 CALIFORNIA SUPPLEMENT (DATED MAY 2004). 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER SPECIAL PROVISIONS. 4. TRAFFIC SIGNS SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DETAIL NO. 4003. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS, OR OTHER TRAFFIC CONTROL, AT ALL TIMES 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE CITY ENGINEER 2 WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12' STRIPES PER CITY STANDARD DETAIL 1003. 9. ALL CONFLICTING STRIPING, MARKINGS, TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS, SECTION E. 10. SUBSTITUTE TYPE "C" FOR THE TYPE "G" MARKERS ON DETAILS 37B & 38 FOR HIGHWAYS WITH RAISED MEDIANS. STREET IMPROVEMENT GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARC PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST EDITION). 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTPUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC SERVICES DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE 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. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTA,."; A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, 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 PROPER PRECAUTION TO AVOID DAMAGE THERE TO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BE70RE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT 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. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTE 01_ 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. 16. THE CONTRACTOR :SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARK.5 WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 1-800 227-2600 PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800 227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC" WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. NOTICE TO CONTRACTORS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 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. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTHR REGULATIONS" OF THE US DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CITY OF FONTANA STREET IMPROVEMENT PLANS FOR CERES AVENUE, OLEANDER AVENUE, AND CITRUS AVENUE PHASE I ORANGE WAY 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM OF 12 FOOT LANES SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE -DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT-PeRT40N OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 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 FINAL LOCATION /:ND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. 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. 32. ACTUAL THICKNESS OF AC PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED 9Y A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO NGINEER. 3S7 N.S+10Zt0AjQ SZ , Sm -W 11-7 ► 6 C 062ONA CA gZz$0 m (qSQ Z-79-ISoo FA -X Cgs1) Z79- 8380 (VOTE: CONTRACTOR TO COORDINATE STREET IMPROVEMENT WORK WITH STREET LIGHT PLANS. FOUND RR SPIKE DOWN 0.6' AT INTERSECTION OF CITRUS AVENUE AND CERES AVENUE ELEVATION: 100.00 FT. ASSUMED BASIS OF BEARINGS: ASSUMED DUE NORTH UP CITRUS ASSUMED COORDINATE VALUES: NORTHING 10,000 EASTING 20,000 VICINITY MAP NTS 1 r... -w ln- w LU Of w a_ - - WHITTRAM CT - -- - PROPOSED RIGHT-OF-WAY BE PROTECTED IN PLACE EXIST. CENTERLINE ATCHISON TOPEKA & SANTA FE RAILROAD EXIST. SEWER MANHOLE ®GV GAS VALVE ®WV I----f--I�-I-I- L w; z CATV LINE TO w BE PROTECTED IN PLACE > wUj z j > Q GUY WIRE z Q POWER POLE W/LIGHT Uj SIGN W/POST © POWER JUNCTION BOX LINE TO Q -a- POWER POLE OVERHEAD TELEPHONE MAILBOX OT CERES AVENUE AC PAVEMENT OVER AB ....... (SEE CONST. NOTES FOR THICKNESS) LINE TO AC REMOVAL 777 COLDMILL & OVERLAY g cn w HORIZONTAL J JUNCTION O M z LT cn cn MB �-LLJ MOD MODIFIED MH MANHOLE NTS 01 OG U OH PROJECT PCC PORTLAND CEMENT CONCRETE PP POWER POLE LOCATION PAVEMENT R RADIUS RET RETAINING MERRILL I AVENUE R/W RIGHT OF WAY 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM OF 12 FOOT LANES SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE -DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT-PeRT40N OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 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 FINAL LOCATION /:ND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. 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. 32. ACTUAL THICKNESS OF AC PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED 9Y A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO NGINEER. 3S7 N.S+10Zt0AjQ SZ , Sm -W 11-7 ► 6 C 062ONA CA gZz$0 m (qSQ Z-79-ISoo FA -X Cgs1) Z79- 8380 (VOTE: CONTRACTOR TO COORDINATE STREET IMPROVEMENT WORK WITH STREET LIGHT PLANS. FOUND RR SPIKE DOWN 0.6' AT INTERSECTION OF CITRUS AVENUE AND CERES AVENUE ELEVATION: 100.00 FT. ASSUMED BASIS OF BEARINGS: ASSUMED DUE NORTH UP CITRUS ASSUMED COORDINATE VALUES: NORTHING 10,000 EASTING 20,000 VICINITY MAP NTS 1 r... -w ln- w LU Of w a_ - - EXISTING RIGHT-OF-WAY - -- - PROPOSED RIGHT-OF-WAY BE PROTECTED IN PLACE EXIST. CENTERLINE - X X X- EXISTING FENCE (:D EXIST. SEWER MANHOLE ®GV GAS VALVE ®WV WATER VALVE 0 M WATER METER CATV LINE TO BENCH MARK BE PROTECTED IN PLACE FIRE HYDRANT EXISTING GUY WIRE DRIVEWAY POWER POLE W/LIGHT -�- SIGN W/POST © POWER JUNCTION BOX LINE TO EXISTING STREET LIGHT -a- POWER POLE OVERHEAD TELEPHONE MAILBOX OT TELEPHONE MANHOLE FLOW LINE ELEVATION AC PAVEMENT OVER AB ....... (SEE CONST. NOTES FOR THICKNESS) LINE TO AC REMOVAL 777 COLDMILL & OVERLAY :. PCC SIDEWALK -S EXISTING SEWER LINE TO AGGREGATE BASE BE PROTECTED IN PLACE _w EXISTING WATER LINE TO BCR BE PROTECTED IN PLACE - G EXISTING GAS LINE TO CENTERLINE BE PROTECTED IN PLACE CATV - EXISTING CATV LINE TO C&G BE PROTECTED IN PLACE F/0 - EXISTING FIBER OPTIC LINE DRIVEWAY TO BE PROTECTED IN PLACE -UT EXISTING UNDERGROUND TELEPHONE ELEV LINE TO BE PROTECTED IN PLACE EDGE OF PAVEMENT EXISTING OVERHEAD TELEPHONE - OT LINE TO BE PROTECTED IN PLACE FLOW LINE ELEVATION EXISTING OVERHEAD ELECTRICAL -OE LINE TO BE PROTECTED IN PLACE M izEMOVts -EXIST, DWY5 j ADD DWYS. <.0. It /tt joq j!' J w - C -A . S VAI rAr�. Cw" D �I N S 1 1 REVISIONS APPROVAL I DATE I AP ROVAL I DATE ABBREVIA11ONS: AC ASPHALT CONCRETE AB AGGREGATE BASE AVE. AVENUE BC BEGIN OF CURVE BCR BEGIN CURB RETURN BW BACK OF WALK CL CENTERLINE CONST CONSTRUCT CF CURB FACE C&G CURB & GUTTER DWG DRAWING DWY DRIVEWAY EC END OF CURVE ECR END CURB RETURN ELEV ELEVATION EP EDGE OF PAVEMENT EXIST EXISTING FH FIRE HYDRANT FL FLOW LINE ELEVATION F/0 FIBER OPTIC FS FINISH SURFACE GB GRADE BREAK GV GAS VALVE HOR HORIZONTAL J JUNCTION L LENGTH LT LEFT MB MAILBOX MOD MODIFIED MH MANHOLE NTS NOT TO SCALE OG ORIGINAL GROUND OH OVERHEAD PCC PORTLAND CEMENT CONCRETE PP POWER POLE PVMT PAVEMENT R RADIUS RET RETAINING RT RIGHT R/W RIGHT OF WAY STD STANDARD ST STREET STA STATI 0 N S/W SIDEWALK T THICKNESS TC TOP OF CURB TMH TELEPHONE MANHOLE TYP TYPICAL VC VERTICAL CURVE VER VERTICAL W WIDTH WM WATER METER WV WATER VALVE 0 STREET IMPROVEMENT CONSTRUCTION NOTES: QUANTITIES O SAWCUT & REMOVE EXISTING AC PAVEMENT PER DETAIL "A" SHEET 7 9,370 SF O2 CONSTRUCT 4" AC PAVEMENT OVER 12" MIN. 95% COMPACTED NATIVE 27,822 SF 2 SUBGRADE PER CITY OF FONTANA STD. PLAN NO. 400 O3 CONSTRUCT 6" C&G PER CITY OF FONTANA STD. PLAN NO. 1000 2,420 LF ® CONSTRUCT PCC SIDEWALK PER CITY OF FONTANA STD. PLAN 1006 19,060 SF O5 CONSTRUCT PCC CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403 2 EA © CONSTRUCT PCC DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002 24 EA O7 CONSTRUCT PCC DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1001 3 EA ® CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 5 EA PLAN 1003 PROFILE STA. O9 CONSTRUCT 8" C&G PER CITY OF FONTANA STD. PLAN NO. 1000 280 LF 10 CONSTRUCT OFFSET CUL-DE-SAC PER CITY OF FONTANA STD. PLAN NO 406 1 EA 11 CONSTRUCT 6.5" AC PAVEMENT OVER 12" MIN. 95% COMP. NATIVE PER CITY OF 1,850 SF 7 FONTANA STD. PLAN N0. 400 PLAN & PROFILE STA. 12 REMOVE EXISTING AC OR PCC DRIVEWAY 14 EA 13 REMOVE & REPLACE DAMAGED SIDEWALK PER DETAIL "B" ON SHEET 7 130 SF 14 COLDMILL 0.10' MIN. EXIST. PAVEMENT & OVERLAY 0.10' MIN. WITH TACK COAT 18,485 SF 15 RELOCATE EXISTING SEE PLANS 16 REMOVE EXISTING SEE PLANS 17 ADJUST TO GRADE 9 EA 18 PROTECT IN PLACE - . _ SEE PLANS 19 RELOCATE EXISTING FENCE TO RIGHT-OF-WAY 1,325 FT 2a Co N. S"rztAcT D I SCti Pr?_Gj6 ST2uGTtAa6' PEZ .C,I TY 6 F FONTA N114 STS ft Arra Nc7, 3 000 SIGNING AND STRIPING NOTES: RELOCATE STREET/STOP SIGN RELOCATE EXISTING ROADSIDE SIGN AS SHOWN 0 REMOVE & SALVAGE EXISTING ROADWAY SIGN ® PROTECT SIGN IN PLACE WET SANDBLAST & REMOVE CONFLICTING STRIPES AND/OR PAVEMENT MARKINGS INSTALL 12" WHITE STOP BAR PER CALTRANS STD. A24E E APPLY PAVEMENT MARKING PER CAL TRANS STD. A24C ® INSTALL THERMOPLASTIC PAVEMENT MARKING "STOP" PER CALTRANS STD A24D a INSTALL 50' CENTERLINE DOUBLE YELLOW STRIPE PER CALTRANS STD A20A DTL 21 UTILITY CONTACTS: ELECTRIC SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 ATTN: CHRIS LORIMER (909) 357-6221 OR DAVE MORASSE (900) 357-6585 NOTE: CONTACT 1 MONTH BEFORE CONSTRUCTION;SCE TO ADJUST VAULTS GAS SC GAS 1918 W. LUGONIA AVE. REDLANDS, CA 92374 (909) 335-3928 ATTN: BRYAN WILKIE EMERGENCIES: (800) 427-2200 SEWER CITY OF FONTANA 16489 ORANGE WAY FONTANA, CA 92335 ATTN: CURTIS AARON (909) 350-6760 SCE TELECOMMUNICATIONS 14799 CHESTNUT AVENUE WESTMINSTER, CA 92683 (714) 934-0827 ATTN: ROLANDO DIAZ SHEET INDEX TELEPHONE SBC 1265 N. VAN BUREN ST. RM 180 ANAHEIM, CA 92807 (714) 666-5401 ATTN: SUSAN MORGAN NOTE: CONTACT 2 WEEKS PRIOR TO CONSTRUCTION. SBC TO ADJUST MANHOLES. WATER FONTANA WATER COMPANY SAN GABRIEL WATER COMPANY 11142 GARVEY AVENUE P.O. BOX 6010 EL MONTE, CALIFORNIA 91734-2010 (626) 448-6183 ATTN: LUIS MONTENEGRO CABLE CO. TIME WARNER TELECOM 3281 E. GUASTI ROAD, SUITE 350 ONTARIO, CA 91761 (909) 456-3693 ATTN: BART VANWEY CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA 92335 (909) 350-6647 CO) CL !iw 58 LF 972 sF � 0. 1149/ SF 15 W 0. CO)Q qZ8 5F t U D z a o� w 0 z a w J 5 Eli Cd w ac w U GAS TRANSMISSION SC GAS 9400 OAKDALE AVE. CHATSWORTH, CA 91311 (818) 701-4546 ATTN: ROSALYN SQUIRES VERIZON 16071 MOJAVE DRIVEE, BLDG. A VICTORVILLE, CA 92392 (760) 245-0330 ATTN: FRANK ANGUSTAIN (ENGINEER CONSTRUCTION) ADELPHIA 1500 S. AUTO CENTER DRIVE ONTARIO, CA 91761 (909) 975-3408 ATTN: DANIEL MONTECINO SHEET 1 TITLE SHEET SHEET 2 TYPICAL SECTIONS - SHEET 3 CITRUS AVENUE PLAN & PROFILE STA. 49+45.48 TO STA. 52+77.35 SHEET 4 CERES AVENUE PLAN & PROFILE STA. 10+00 TO STA. 19+50 SHEET 5 CERES AVENUE PLAN & PROFILE STA. 19+50 TO STA. 29+50 SHEET 6 CERES AVENUE PLAN & PROFILE STA. 29+50 TO STA. 35+23 SHEET 7 OLEANDER AVENUE PLAN & PROFILE STA. 50+00 TO STA. 56+38.97 a DAVID EVANS Aro[)ASSOCIATES ir,c. 800 North Haven Avenue, Suite 300 Ontario California 91764 Phone: 909.481.5750 eAl Z. (2 - -_ - PROJECT MANAGER REGISTERED CML ENGINEER 3/s/7 DATEI CITY OF FONTANA, CALIFORNIA DRAWN BY: STREET IMPROVEMENT PLANS SCALE: - HORIZ: - DESIGNED BY: CERES AVE., OLEANDER AVE., AND VERT: - CHECKED BY: CITRUS AVENUE PHASE I DATE: 03/05/07 RAH_ TITLE SHEET JOB N0. - � � -; . _, , j� DR. N0. SHEET N0. FONT0000-0038'PROVED- �� - ' ' - 7CfTY ENGINEER RCE 51152 4105 � • OF