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HomeMy WebLinkAbout4904-1CITY OF FON TANA OL EA NDER A VENUE PA VEMEN T REHAB JURUPA A VE TO SANTANA A VE JURUPA AVENUE SANTA ANA AVENUE a1, o❑o©o❑o❑❑❑o®©®®oQo®❑o❑❑❑©©p❑5-�s❑❑0©❑❑MOP ❑©❑❑❑cO❑❑ _ E 000DOODOOD . 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ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED CONTRACT PROVISIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION ("GREEN ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT BOOK. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS PRIOR WRITTEN APPROVAL. OTHERWISE NOTED. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE 23. A GEOTECHNICAL ENG/NEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK'; THE CONTRACTOR SHALL DENSITY SHALL REQUIRE RE -WORKING OF THE THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. IS OBTAINED. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY PRIOR THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING NON-EROOEABLE SWALES ENTER/NG OR LEAVING IMPROVEMENTS. DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE RUE OF 350-7610. CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION CONCRETE. UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE TRAFFIC CONTROL DEVICES AT ALL TIMES SEWER LATER. (N/A) 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. INSPECTED AND APPROVED. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF30. APPROVED SOIL STERILANT /5 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATER/AL 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 THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH FONTANA UNIFIED SCHOOL DISTRICT AND ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, SEWER, STORM DRAIN. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORKAROUND THEIR FACILITIES. CITY ENGINEER AS DETERMINED BY SOIL TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. (N/A) 32. 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. (N/A)) 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 SIGN/NG, STRIP/NG, 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. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. VA VE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATION/NG REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENG/NEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REG/STEREO 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 ENG/NEER 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 M/N/MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIME 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 TIME 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. BASIS OF BEARING CENTERLINE OF SLOVER AVENUE BETWEEN SAN BERNARD/NO CO. SURV. GPS CONTROL MONUMENT NOS 21158 & 21219, BEING THE INTERSECTION OF CITRUS AVENUE & CYPRESS AVENUE RESPECTFULLY, BEING- N89'30'14 "E. BENCHMARK BENCHMARK NO. 291 ELEV. 1047.36 RXR SP/KE IN PP 1586962H N/E COR. SANTA ANA & OLEANDER POTHOLE VERIFICA TION THE EXISTENCE ANO LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS ADDITIONAL UNDERGROUND FACILITIES MAY EXIST, OR THE LOCATION OF FACILITIES MAY DIFFER FROM THE LOCATIONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL AT HIS OWN EXPENSE DETERMINE THE EXACT LOCATION OF ALL SUCH UNDERGROUND UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR CONTINUOUS OPERATIONS UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND FACILITIES NOT SHOWN ACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY THE UTILITY OWNER. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY TELEPHONE AND IN. WRITING. TOLL FREE -qmmwpl-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT INDEXMAP SCALE.- 1 "-200' CONSTRUCTION NOTES Q1 PULVERIZE f/- 0.50' EXISTING A.C. & SUBGRADE IN PLACE, BLEND & COMPACT 0.50' OF PULVERIZED NOTICE TO CONTIMC TOR ... r-l-IFr►A/AV MATERIALTO 957...............................................................................................................................................40,148 SF 20 PLACE 0.33' A.C. PAVEMENT OVER 0.50' PULVERIZED MATERIAL BASE COURSE............................................68,286 SF 3 CONSTRUCT 8" A. C. DIKE PER CITY OF FONTANA STD. PLAN NO. 1007.........................................................4,616 LF ® COLDMILL & OVERLAY 0.10' A. C. PER DETAIL 'A" ON SHEET 3..........................................................................295 SF 50 REMOVE EXISTING DRIVEWAY AS SHOWN IN THE PLANS..........................................................................................23 EA © GRADE FINISH SURFACE BEHIND BERM/CURB PER TYPICAL SECTION..................................................................... 1 LS Q7 CONSTRUCT 4" A.C. DITCH 5' WIDE.....................................................................................................................1,320 SF ® REMOVE EXISTING A. C. DIKE....................................................................................................................................216 LF 90 CONSTRUCT RESIDENTIAL ASPHALT DRIVEWAY PER CITY OF FONTANA STD. NO 1002 (WIDTH PER PLAN) & DRIVEWAY GRADES PER SAN BERNARDINO COUNTY STD. 131 ON SHEET 3 LOCATION MAY CHANGE TO SATISFY OWNER............................................................................................................ 18 EA OO REMOVE EXISTING TREE AND BUSHES AS SHOWN IN THE PLANS.............................................................................3 EA 11 MODIFY LANDSCAPE & IRRIGATION LINES AS NEEDED................................................................................................1 LS Q2 PROTECT IN PLACE ........................................... ......................................................................................................... - - - © CONSTRUCT COMMERCIAL ASPHALT DRIVEWAY PER CITY OF FONTANA STD. NO 1002 (WIDTH PER PLAN) & DRIVEWAY GRADES PER SAN BERNARDINO COUNTY STD. 131 ON SHEET 3 REVISION DESCRIPTION DATE LOCATION MAY CHANGE TO SATISFY OWNER.............................................................................................................. 5 EA ® RELOCATE EXISTING MAILBOX.....................................................................................................................................10 EA 1© INSTALL 4" DOUBLE YELLOW THERMOPLAST/C LINE, PER CALTRANS STD. NO. A20A, DETAIL 22 ........................... 1 LS © PAINT 4" WIDE SOLID WHITE EDGE LINE, PER CALTRANS STD. PLAN NO. A26B, DETAIL 27B .................................1 LS NOTICE TO CONTIMC TOR ... r-l-IFr►A/AV THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF ALL AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY A CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN OR NOT SHOWN ON THESE PLANS. 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. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALL CONTRACTORS AND SUB CONTRACTORS AND SHALL COMPLY WITH THE `OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE US DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS': THE CITY OF FONTANA SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. UNAUTHORIZED CHANGES & USES • THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE 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 ENGINEER PREPARING THESE PLANS. roz J AF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF ALL AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY A CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN OR NOT SHOWN ON THESE PLANS. 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. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALL CONTRACTORS AND SUB CONTRACTORS AND SHALL COMPLY WITH THE `OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE US DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS': THE CITY OF FONTANA SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. UNAUTHORIZED CHANGES & USES • THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE 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 ENGINEER PREPARING THESE PLANS. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. o Q ,OFESS/ONS v CD M � No. 40964 ICAUF���\/ LEGEND U TIL l T Y NO TIFICA TION L /S T AT&T DISTRIBUTION SUSAN MORGAN 1265 N VAN BUREN ST 1180 ANAHEIM, CA 92807 FONTANA WATER COMPANY MATT YUCELEN 11142 GARVEY AVE EL MONTE, CA 91733 (626) 448-6183 LEVEL 3 COMMUNICATIONS AURA BULURAN 1025 ELDORADO BL VD BLDG 33A-522 FROOMFIELD, CO 80021 (720) 888-6482 TIME WARNER CABLE COZETTE MILES 1500 AUTO CENTER OR ONTARIO, CA 91761 (909)975-3398 CONSTRUCT NEW AC PAVEMENT SEE X -SECTION Xx� REMOTE EXISTING AC PAVEMENT CONSTRUCT NEW AC DITCH --------- CONSTRUCT/ON CIL ------------- EXIST R/W &EXIST P/L SHEET /NDEX KENDER MORGAN ENERGY PARTNERS DON QUINN 1100 TOWN & COUNTRY RD ORANGE, CA 92868 (714) 560-4400 SC GAS BRUCE WADDELL 1981 W LUGON/A AVE REDLANDS, CA 92374 (909) 335-7507 UT/LIQUEST FOR SCE DIST ED/SON DISTRIBUTION TIM K=E 7951 REDWOOD AVE FONTANA, CA 92336 ------- EXIST CURB & GUTTER APN255-092-38 ASSESSOR PARCEL NUMBER EXIST EDGE OF PAVEMENT PROP EDGE OF PAVEMENT EX/STING GAS LINE w EXISTING WATER LINE 1 TITLE SHEET - INDEX MAP, VICINITY MAP, GENERAL NOTES, CONSTRUCTION NOTES, & QUANTIT/ES 2 OLEANDER AVE REHAB PLAN 3 OLEANDER AVE REHAB PLAN & CONSTRUCT/ON DETAILS 4 OLEANDER AVE SIGNING & STRIPING PLAN Z�- 40' O 40 80' 120' SCALE /N FEET Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: OLEANDER AVENUE sCALE: VA/SN AS SHOWN DESIGNED BY: JURUPA AVE T0' SANTA ANA AVE DATE: VA SN REHAB PLAN 5/11/11 • Bf/ I l� CHECKED BY: ate APPROV D BY: / DRAWING NO.: 1 FELIPE U. MOLINOS R.C.E. 40964 �// DATE:� CF.l 0 SN CITY E GIN .C.E. 51152 ` / 49 4 4 S�\DESIGN SECTI❑N\CIP IMPR❑VEMENTS\❑leander - Jurupa to Santa Ana\ALIGNMENT SHTl,dwg May il, 11 - 11�22aM REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. o Q ,OFESS/ONS v CD M � No. 40964 ICAUF���\/ LEGEND U TIL l T Y NO TIFICA TION L /S T AT&T DISTRIBUTION SUSAN MORGAN 1265 N VAN BUREN ST 1180 ANAHEIM, CA 92807 FONTANA WATER COMPANY MATT YUCELEN 11142 GARVEY AVE EL MONTE, CA 91733 (626) 448-6183 LEVEL 3 COMMUNICATIONS AURA BULURAN 1025 ELDORADO BL VD BLDG 33A-522 FROOMFIELD, CO 80021 (720) 888-6482 TIME WARNER CABLE COZETTE MILES 1500 AUTO CENTER OR ONTARIO, CA 91761 (909)975-3398 CONSTRUCT NEW AC PAVEMENT SEE X -SECTION Xx� REMOTE EXISTING AC PAVEMENT CONSTRUCT NEW AC DITCH --------- CONSTRUCT/ON CIL ------------- EXIST R/W &EXIST P/L SHEET /NDEX KENDER MORGAN ENERGY PARTNERS DON QUINN 1100 TOWN & COUNTRY RD ORANGE, CA 92868 (714) 560-4400 SC GAS BRUCE WADDELL 1981 W LUGON/A AVE REDLANDS, CA 92374 (909) 335-7507 UT/LIQUEST FOR SCE DIST ED/SON DISTRIBUTION TIM K=E 7951 REDWOOD AVE FONTANA, CA 92336 ------- EXIST CURB & GUTTER APN255-092-38 ASSESSOR PARCEL NUMBER EXIST EDGE OF PAVEMENT PROP EDGE OF PAVEMENT EX/STING GAS LINE w EXISTING WATER LINE 1 TITLE SHEET - INDEX MAP, VICINITY MAP, GENERAL NOTES, CONSTRUCTION NOTES, & QUANTIT/ES 2 OLEANDER AVE REHAB PLAN 3 OLEANDER AVE REHAB PLAN & CONSTRUCT/ON DETAILS 4 OLEANDER AVE SIGNING & STRIPING PLAN Z�- 40' O 40 80' 120' SCALE /N FEET Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: OLEANDER AVENUE sCALE: VA/SN AS SHOWN DESIGNED BY: JURUPA AVE T0' SANTA ANA AVE DATE: VA SN REHAB PLAN 5/11/11 • Bf/ I l� CHECKED BY: ate APPROV D BY: / DRAWING NO.: 1 FELIPE U. MOLINOS R.C.E. 40964 �// DATE:� CF.l 0 SN CITY E GIN .C.E. 51152 ` / 49 4 4 S�\DESIGN SECTI❑N\CIP IMPR❑VEMENTS\❑leander - Jurupa to Santa Ana\ALIGNMENT SHTl,dwg May il, 11 - 11�22aM