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HomeMy WebLinkAbout2108-a-1W 0 co 0 (10 I- w 11' J 0 a. a F_ IE 0 Ill 0 0 U5 0 W w w I - w 0 a_ GENERAL NOTES -- CALTRANS 1. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OR NEAR THE STATE RIGHT OF WAY. 2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER THAN STATE STANDARDS MUST BE PRE - APPROVED AND JUSTIFIED). 3. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. 4, ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, OR AS DIRECTED BY THE STATE'S REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION PROJECT. 5. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 10.0 SHALL BE USED IN THE DESIGN OF THE TRAVELLED WAY, AND A TI OF 6.5 SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY REPORTS AND THE DESIGN CALCULATIONS SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. 6. ALL STATE DRAINAGE STRUCTURES/CHANNELS MUST FIRST BE COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING THE CONNECTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. ADEQUATE CLEAN -OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION WITHIN THE STATE'S RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE FURNISHED At NO COST TO THE STATE. 8. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). 9. THE PAVEMENT MUST BE SAW -CUT 2' MINIMUM FROM THE EDGE OF PAVEMENT. THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE HIGHWAY CENTERLINE. 10. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. 11. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. 12. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. 13. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. LOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. 14. ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE PROTECTED AND/OR REPLACED IN-KIND ACCORDING TO THE CURRENT STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE STATE. GENERAL NOTES 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM CALTRANS. 2. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 3. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEERING DEPARTMENT MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 5. ADEQUATE CONTROL STAKING SHALL BE SET BY THE PROJECT SURVEYOR TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. FOR THE TOP OF CURB PROFILES ON GRADES LESS THAN 0.40%, GRADE STAKES SHALL BE SET ON 12 1/2 FOOT CENTERS. 6. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 7. ALL MANHOLE AND CLEAN-OUT FRAMES AND COVERS SHALL BE ADJUSTED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 8. ALL VALVE CANS AND COVERS SHALL BE ADJUSTED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 9. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE E�11CGtKlEZEK OF 2 �G orz o, (G E l >=N ca 11>=�tz� l� . �Cai Q� To T-_tAW «-4 11. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 12. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO ANY WORK AROUND THEIR FACILITIES. 13. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THESE PLANS. 14. IF EXISTING UTILITIES OR ANY FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SURVEYOR AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE SURVEYOR MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 16. THE CONTRACTOR SHALL POSSESS EITHER A CLASS A LICENSE OR THE FOLLOWING CLASS C LICENSES AT THE TIME THIS CONTRACT IS AWARDED CLASS: C-10, C-8, AND C-32. 17. STATE HIGHWAY LANE CLOSURES SHALL CONFORM TO CALTRANS STANDARD PLAN T-11 FOR SPECIFIED TIMES OUTLINED ON THE ENCROACHMENT PERMIT. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED ACCORDING TO "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES." 1990 ED. 18. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR IRRIGATION PIPES AND STRUCTURES WERE TAKEN FROM AVAILABLE RECORDS AND BY FIELD INSPECTION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY ENCOUNTER WITH SAID FACILITIES WHETHER OR NOT THEY ARE SHOWN ON THESE PLANS AND SHALL REMOVE, REPAIR OR REPLACE AND SAVE AT THE DIRECTION OF THE CITY ENGINEER. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY IN SAN BERNA-RDINO COUNTY IN FONTANA FROM MANGO AVENUE TO PALMETTO AVENUE To be supplemented by Standard Plans dated July, 1992 FOOTHILL BLVD. FOOTHILL BLVD. DEMOLITION: SHT, 2 DEMOLITION: SHT. 3 IMPROVEMENTS: SHT. 4 $ IMPROVEMENTS: SHT. 5 CROSS SECTIONS: SHT.: s 7 & 8 CROSS SECTIONS: SHT.'s 8 & 9 STRIPING AND SIGNAGE. SHT. 11 STRIPING AND SIGNAGE. SHT. 11 ROADWAY IMPROVEMENT SEQUENCING: BASED ON THE TRAFFIC STUDY BY ROBERT KAHN AND ASSOCIATES, DATED JULY 19, 1991, AND THE BSI CONSULTANTS, INC., TRAFFIC SIGNAL COORDINATION AND TIMING STUDY OF JULY 25TH, 1991, THE FOLLOWING ROADWAY IMPROVEMENT CONSTRUCTION SEQUENCING HAS BEEN ESTABLISHED: 1. FOOTHILL BOULEVARD WILL PROVIDE THE PRIMARY ACCESS TO THE SUBJECT SITE. ROADWAY WIDENING, AND THE CONSTRUCTION OF THE CENTER LEFT TURN MEDIANS ARE TO BE SCHEDULED IN A MANNER THAT DOES NOT SERIOUSLY IMPACT EAST OR WEST BOUND TRAFFIC SIMULTANEOUSLY. THESE TWO IMPROVEMENTS ARE TO BE SCHEDULED IN TWO SEPARATE CONSTRUCTION PHASES. ROADWAY WIDENING ALONG THE SOUTH CURB LINE WILL MATCH IMPROVEMENTS AT MANGO AND PALMETTO AVENUES AND WILL COMMENCE FIRST. THE CENTER MEDIAN IMPROVEMENT WILL MATCH THE EXISTING PAVEMENT AND SIGNALIZATION EQUIPMENT AT MANGO AND PALMETTO AVENUES. THIS WILL COMMENCE AFTER PAVEMENT WIDENING HAS BEEN COMPLETED AND IT IS POSSIBLE TO MAINTAIN TWO LANES OR RESTRICT TRAFFIC TO ONE LANE DURING "OFF PEAK HOURS. 2. SIGNALIZATION IMPROVEMENTS FOR THE MID -BLOCK ENTRANCE FROM FOOTHILL BOULEVARD WILL BE A PART OF THIS CONTRACT. THE CONTRACTOR WILL BE PROVIDED WITH INFORMATION ON ADDITIONAL UNDERGROUND CONDUIT REQUIREMENTS. 3. SIGNALIZATION IMPROVEMENTS FOR MANGO AND PALMETTO AVENUES, AT THEIR INTERSECTION WITH FOOTHILL BOULEVARD, ARE SCHEDULED IN THE FUTURE BY OTHERS. IN THE INTERIM, THE EXISTING SIGNALIZATION MAST ARMS, MASTS, AND SIGNAL METER EQUIPMENT INSIDE THE EXISTING CURB RETURNS ARE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION SHOWN IN THIS ROADWAY IMPROVEMENT PACKAGE. THE CONTRACTOR WILL BE PROVIDED WITH INFORMATION ON ADDITIONAL UNDERGROUND CONDUIT REQUIREMENTS AS THE PROJECT PROGRESSES. THIS WILL BE ADDITIONAL WORK TO THE CONTRACT. SITE PLAN/INDEX PLAN SCALE: N.T.S. UTILITY NOTIFICATIONS: 20 warm a MOM VAM MOM WATER: FONTANA WATER COMPANY T R ACT 0. 3375 16231 VALLEY BLVD. M.144/9 -96 FONTANA, CALIFORNIA 92334 ATTN: DAVE PADILLA (909) 822-2201 (909) 335-7966 TRACT N . 3375 M.B 4 /95-96 1 2 3 4 5 6 7 B 9 11 12 13 14 15 16 PALM &µe+17 kkw im K UJDM VIAM MNU R AL nova R SF70Ow CUM NQ%TA Duan A PAW JO&VM K LUKKK NDMM f. PGPVM "AD YAW FUM T. idXDCMA w,�g a ,�D7A raw T. FOODS vza F. wwrrwaw SME KDP" n" K atrfw Jurm a Haat rY AL YNNw Y UAMM 6 1/2" AC ON 6" CL II AGG. II BASE im A SUM MEDIAN ISLAND LSCAPE - PLANTING LEGEND & NOTES KNEM R PARR Yaa>E Y. 1 nam SNUM K POdtlrtA THIS SHEET 23 MEDIAN ISLAND LANDSCAPE - LANDSCAPE & IRRIG. DETAILS A.C. OVERLAY, WID-A *DIMS MARE &,L}„ Lift A. kart ROADWAY IMPROVEMENT SEQUENCING: BASED ON THE TRAFFIC STUDY BY ROBERT KAHN AND ASSOCIATES, DATED JULY 19, 1991, AND THE BSI CONSULTANTS, INC., TRAFFIC SIGNAL COORDINATION AND TIMING STUDY OF JULY 25TH, 1991, THE FOLLOWING ROADWAY IMPROVEMENT CONSTRUCTION SEQUENCING HAS BEEN ESTABLISHED: 1. FOOTHILL BOULEVARD WILL PROVIDE THE PRIMARY ACCESS TO THE SUBJECT SITE. ROADWAY WIDENING, AND THE CONSTRUCTION OF THE CENTER LEFT TURN MEDIANS ARE TO BE SCHEDULED IN A MANNER THAT DOES NOT SERIOUSLY IMPACT EAST OR WEST BOUND TRAFFIC SIMULTANEOUSLY. THESE TWO IMPROVEMENTS ARE TO BE SCHEDULED IN TWO SEPARATE CONSTRUCTION PHASES. ROADWAY WIDENING ALONG THE SOUTH CURB LINE WILL MATCH IMPROVEMENTS AT MANGO AND PALMETTO AVENUES AND WILL COMMENCE FIRST. THE CENTER MEDIAN IMPROVEMENT WILL MATCH THE EXISTING PAVEMENT AND SIGNALIZATION EQUIPMENT AT MANGO AND PALMETTO AVENUES. THIS WILL COMMENCE AFTER PAVEMENT WIDENING HAS BEEN COMPLETED AND IT IS POSSIBLE TO MAINTAIN TWO LANES OR RESTRICT TRAFFIC TO ONE LANE DURING "OFF PEAK HOURS. 2. SIGNALIZATION IMPROVEMENTS FOR THE MID -BLOCK ENTRANCE FROM FOOTHILL BOULEVARD WILL BE A PART OF THIS CONTRACT. THE CONTRACTOR WILL BE PROVIDED WITH INFORMATION ON ADDITIONAL UNDERGROUND CONDUIT REQUIREMENTS. 3. SIGNALIZATION IMPROVEMENTS FOR MANGO AND PALMETTO AVENUES, AT THEIR INTERSECTION WITH FOOTHILL BOULEVARD, ARE SCHEDULED IN THE FUTURE BY OTHERS. IN THE INTERIM, THE EXISTING SIGNALIZATION MAST ARMS, MASTS, AND SIGNAL METER EQUIPMENT INSIDE THE EXISTING CURB RETURNS ARE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION SHOWN IN THIS ROADWAY IMPROVEMENT PACKAGE. THE CONTRACTOR WILL BE PROVIDED WITH INFORMATION ON ADDITIONAL UNDERGROUND CONDUIT REQUIREMENTS AS THE PROJECT PROGRESSES. THIS WILL BE ADDITIONAL WORK TO THE CONTRACT. SITE PLAN/INDEX PLAN SCALE: N.T.S. UTILITY NOTIFICATIONS: 20 warm a MOM VAM MOM WATER: FONTANA WATER COMPANY GAS: SOUTHERN CALIFORNIA GAS CO. P.O. BOX 987 16231 VALLEY BLVD. 8440 NUEVO AVE. FONTANA CALIFORNIA 92335 FONTANA, CALIFORNIA 92334 ATTN: DAVE PADILLA (909) 822-2201 (909) 335-7966 SEWER: CITY OF FONTANA SOUTHERN CALIFORNIA GAS CO. 8353 SIERRA AVENUE TRANSMISSION DIVISION FONTANA, CALIFORNIA 92335 2191 E. BIRCH STREET (909) 350-7600 BREA, CALIFORNIA 92621 #3 (714) 529-2889 POWER: SOUTHERN CALIFORNIA EDISON CO. 4M P.O. BOX 788 TELEPHONE; GENERAL TELEPHONE 300 N. PEPPER STREET RANCHO CUCAMONGA, CA. 91730 RIALTO, CALIFORNIA 92376 (909) 608-1221 (909) 357-6191 SEE CALTRANS GENERAL NOTE NO. 5 14* PACIFIC BELL THIS SHEET 3939 E. CORONADO STREET 16* ANAHEIM, CALIFORNIA 92807 #5 (714) 999-5611 I, ESTIMATE OF DEMOLITION QUANTITIES, FOOTHILL BLVD. UNITS DESCRIPTION OF WORK 1331 LF PCC CURB AND GUTTER REMOVAL 17,889 SF SIDEWALK/DRIVEWAY REMOVAL 30,503 SF AC PAVEMENT REMOVAL 1 STREET LIGHT REMOVAL 0 SIGN REMOVAL RELOCATION 608 LF PCC CURB REMOVAL ESTIMATE OF CONSTRUCTION QUANTITIES -MEDIAN (FOOTHILL BLVD.) DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET NO. 08 7EBd 66. R 15.61 R 15.86 w 1 DEL NORTE SISKIYOU I Mw PW TRMNITY SHASTA LASSEN HUMBOLT AN TEHAMA PLUbIAS MENDOCINOMOW mm BUTTE SIERRA @g EVAD COLUSA SG i`Y PLACER a*ww LAKE Y�-O EL DORADO ALPINE SONOMA NAPA SACRA- hENTO �A sGxwa MARIN QJ G TOULUMNE A MONO SAN FRANCISCO ALAMEDA 5� pGs MARIPOSA SANTA y1 SAN MATEO (LARA MERCED MADERA SANTA CRU7 SAN INYO BENITO FRESNO RLWE MONTEREY KINGS Losor SAN KERN i NOTE # UNIT DESCRIPTION 1M 18,140 SF SAW CUT AND REMOVE EXISTING AC 2 DEMOLITION PLAN -WEST FOOTHILL BLVD. PAVEMENT 2M 2248 LF CONSTRUCT A1-8 PCC MEDIAN CURBS 5 HIGHWAY IMPROVEMENTS EAST FOOTHILL BLVD. PER STATE STD. A87 3M 7 PLANTED MATERIAL & IRRIGATION #3 7837 SF SYSTEM 4M 8782 SF AC PAVEMENT CONSTRUCTION 11 SIGNING & STRIPING - FOOTHILL BLVD. 6 1/2" AC ON 6" CL II AGG. II BASE #4 45 LF SEE CALTRANS GENERAL NOTE NO. 5 14* TRAFFIC SIGNAL MOD. PLAN - MANGO AVENUE THIS SHEET ESTIMATE OF CONSTRUCTION QUANTITIES -SOUTH CURB (FOOTHILL BLVD.) NOTE UNIT DESCRIPTION #1 1,039 LF PCC CURB AND GUTTER, A2-8 PER 2 DEMOLITION PLAN -WEST FOOTHILL BLVD. STATE STD. A87 #2 3193 SF 6" THICK PCC DRIVEWAY 5 HIGHWAY IMPROVEMENTS EAST FOOTHILL BLVD. CITY STANDARD 102-C TYPICAL SECTIONS AND DETAILS 7 4" THICK PCC SIDEWALK EXCEPT AT #3 11,163 SF DRIVEWAY LOCATION -CITY STANDARD ROADWAY CROSS SECTIONS -FOOTHILL BLVD. 10 102-C 11 SIGNING & STRIPING - FOOTHILL BLVD. 1 1/2" WATER STUB FOR MEDIAN #4 45 LF IRRIGATION PAVEMENT PATCH PER CITY 14* TRAFFIC SIGNAL MOD. PLAN - MANGO AVENUE OF FONTANA STD. DETAIL 131. TRAFFIC SIGNAL PLAN - FONTANA SQUARE 16* ASPHALTIC CONCRETE #5 32,526 SF PAVEMENT CONSTRUCTION TRAFFIC CONTROL PLAN PHASES 3 & 4 19 6 1/2" AC ON 6" CL II AGG. II BASE 20 MEDIAN ISLAND LSCAPE - PLANTING LEGEND & NOTES SEE CALTRANS GENERAL NOTE NO. 5 MEDIAN ISLAND LANDSCAPE - IRRIGATION PLAN 22 THIS SHEET 23 MEDIAN ISLAND LANDSCAPE - LANDSCAPE & IRRIG. DETAILS A.C. OVERLAY, #6 8462 SF FEATHER NORTH SIDE TO MEET EXISTING PAVEMENT AND PROVIDE POSITIVE DRAINAGE #7 1740 SF PCC HANDICAP RAMP AND CURB RETURN NSP A88 CASE E #8 100 LF 8" GALV. STEEL SLEEVE FOR IRRIGATION LINE. PAVEMENT PATCH PER CITY OF FONTANA STD. DETAIL 131. ' #9 7 EA CONSTRUCT NEW POLE BASES PER CITY STDS, AS SHOWN ON PLANS. RELOCATE EXIST. STREET LIGHT POLES TO THESE LOCATIONS. COORDINATE WITH CITY OF FONTANA PUBLIC WORKS DEPARTMENT 7_��Ve - > '***3 Eg= -w DAVID M. McDLASSI Project Manager, CEI ENGINEERING No. 38482 Registered Civil Engineer is EXP. 3/31/97 CIVIL 7 9� Plans Approval Date SANTA BARBARA VENTURA LOS ANGELES LOCATION 1 IMPERIAL SAN DIEGO SHEET INDEX SHEET # DESCRIPTION 1 STREET IMPROVEMENT PLANS COVER SHEET 2 DEMOLITION PLAN -WEST FOOTHILL BLVD. 3 DEMOLITION PLAN -EAST FOOTHILL BLVD. 4 HIGHWAY IMPROVEMENTS WEST FOOTHILL BLVD. 5 HIGHWAY IMPROVEMENTS EAST FOOTHILL BLVD. 6 TYPICAL SECTIONS AND DETAILS 7 ROADWAY CROSS SECTIONS -FOOTHILL BLVD. 8 ROADWAY CROSS SECTIONS -FOOTHILL BLVD. 9 ROADWAY CROSS SECTIONS -FOOTHILL BLVD. 10 CONDUIT PLAN FOOTHILL BLVD. 11 SIGNING & STRIPING - FOOTHILL BLVD. 12* SIGNING & STRIPING PLAN - MANGO & PALMETTO 13 SIGNS AND PAVEMENT MARKING SUMMARY 14* TRAFFIC SIGNAL MOD. PLAN - MANGO AVENUE 15* TRAFFIC SIGNAL PLAN - FONTANA SQUARE 16* TRAFFIC SIGNAL MOD. PLAN - PALMETTO AVENUE 17 TRAFFIC CONTROL PLAN PHASES 1 & 2 18 TRAFFIC CONTROL PLAN PHASES 3 & 4 19 MEDIAN ISLAND LANDSCAPE - PLANTING PLAN 20 MEDIAN ISLAND LSCAPE - PLANTING LEGEND & NOTES 21 MEDIAN ISLAND LANDSCAPE - IRRIGATION PLAN 22 MEDIAN ISLAND LANDSCAPE - IRRIGATION DETAILS 23 MEDIAN ISLAND LANDSCAPE - LANDSCAPE & IRRIG. DETAILS * Plans to be submitted by the City of Fontana at time of completion. -11-tESE sl -BEETS Gc�rL2�t�1TL._�/ P 1�[c=r Vi rD r�t:>y -n- c( ry OF F"��'C"�r-k�� . T L-4 t�©T �f�� S� 1 ��"S {-�� � 1 �1 GV I (._.L gjE R.'I✓'PL�C�T� L� Y i"4-4� i✓G`r,(5 1-800-422-4133 IT'S THE LAW 1CALL AT LEAST. TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIGt TO EXCAVATING 0/�AI UNDERGROUND SERVICE ALERT Or SOUIDM CM90RMA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTIUTY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 a Revisions: N0. DESCRIPTION DATE ENG.AP. APPROVED DATE Prepared By: Deel 4630 West Jacquelyn, Suit PlanrAV (209)277-7424 Fresno, California 93722 CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY: DATE: JCJ WAL-MART REDEVELOPMENT CENTER/694 � t DESIGNED BY: P.M. #13614 FZ/RWM CHECKED BY: UREU IMPROVEMMT PLANS DMCG COVER SHE9 OF SHEETS W.O.I DWG NO. APPROVED: 3. 02-453- 21 0 - i�l G./c. OtTY ENGi EER R.C.E. 25126 E3831, K Y r - "�_. f'