Loading...
HomeMy WebLinkAbout4017-1 VALLEY BLVD LU LU WI > > > CITY OF FONTANA FWY 10 SLOVER "' AVE x j Q MANILA z ELM AVENUE STREET IMPROVEMENTS o ST SANTA ANA AVE >- O' x 1c.io w PROJECT FROM SANTA ANA AVENUE TO SLOVER AVENUE JURUPA AVE SITE VICINITY MAP N.T.S. ABBREVIATIONS/LEGEND: CONSTRUCTION NOTES: QUANTITIES: AC ASPHALT CONCRETE MOD. MODIFIED x x x CHAIN LINK FENCE O CONSTRUCT 5' WIDE, 4" PCC SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. --- 14,985 S.F. - AVE. AVENUE MWD METROPOLITAN WATER DISTRICT RETAINING WALL STREET IMPROVEMENT GENERAL NOTES: BEG BEGIN NRW NON-RECLAIMABLE WASTEWATER __ RIGHT-OF-WAY O 1007 Q 4 BCR BEGIN CURB RETURN PCC PORTLAND CEMENT CONCRETE 2 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. +9%. - 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF FONTANA BK BACKFLOW PP POWER POLE - EXISTING RIGHT-OF-WAY 03 ADJUST MANHOLE/VALVE FRAME AND COVER TO GRADE. 8 EA. STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BW BACK OF WALK ELEVATION PNMT PAVEMENT EXISTING CENTERLINE CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE C CURBNR RADIUS -... 47,520 S.F. EXISTING FLOW LINE 4 CONSTRUCT 5'AC PAVEMENT OVER 6' CRUSHED AGGREGATE BASE. CL CENTER LINE RC ROLL CURB '-J"--,l"--�/ EXISTING EDGE OF PAVEMENT x FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. CONST CONSTRUCT RR RAILROAD 05 CONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN NO. 102-A. 1 EA CF CURB FACE RT RIGHT W EXISTING WATER 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER C&G CURB & GUTTER R/W RIGHT OF WAY -----5 - EXISTING SEWER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN DWG DRAWING / _ _ 6 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003. 1,620 L.F. THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO S SEWER = =SD= _ - EXISTING STORM DRAIN DWY DRIVEWAY SMH SEWER MANHOLE ---- € EXISTING ELECTRIC O7 CONS-T-R4CT IWEW ROADWAY ('CR SECTION C C ON' SHEET C 5. 11,196 L.F. BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF FONTANA. DR END STD STANDARD 5 SHEET ECR END CURB RETURN # 8 SAWCUT AND REMOVE EXISTING TAPERED CURB AND GUTTER. 25 LF EP EDGE OF PAVEMENT ST. STREET - - DETAIL O 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF EX., EXIST. EXISTING ST. LT STREET LIGHT O SAWCUT AND REMOVE EXISTING CURB TO CONSTRUCT ACCESS RAMP. 120 L.F. WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FH FIRE HYDRANT STA STATION SC SAWCUT & INSTALL LOOP DETECTOR PER PLAN FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR FL FLOW LINE SWK SIDEWALK NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. F/W FRONT WALK TC TOP OF CURB ELEVATION AB ABANDON LOOP DETECTORS PER PLAN 10 GRADE (SEE SECTION F-F ON SHEET C-5) AND REMOVE ABANDONED UTILITIES. 1 LS 4. A PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO FS FINISH SURFACE ELEVATION TB TOP OF BERM ELEVATION 7- s; EXISTING SEWER MANHOLE TG TOP OF GRADE 1 1 PROTECT IN PLACE. 1 LS ANY ENCROACHMENT OR CONSTRUCTION OR CONSTRUCTION WITHIN CITY RIGHT-OF-WAY. G GUTTER TS TRAFFIC SIGNAL (So) EXISTING STORM DRAIN MANHOLE GB GRADEIGHI BREAK WM WATER METER 12 REMOVE AND REPLACE EXISTING CHAIN LINK FENCE. - 476 L.F. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION SURVEY AND STAKING. HP HIGH POINT WATER VALVE, COVER, VAULT J-BOX JUNCTION BOX WV WATER VALVE PAVING STAKES SHALL BE SET ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN LIP LIP OF GUTTER VC VERTICAL CURVE '0' FIRE HYDRANT 13 COLD MILL AND JOIN EXISTING PAVEMENT PER DETAIL A-A AND DETAIL B-B. 2,940 S.F. 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50-FOOT INTERVALS. LP LOW POINT (XXXX.XX) EXISTING ELEVATION ON SHEET C-5. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT LT LEFT O GUARD POST WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. UTILITY CONTACTS : EARTHWORK QUANTITIES 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE ELECTRIC SEWER WATER VERIZON EXCAVATION 772 C.Y. - CITY AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED x SOUTHERN CALIFORNIA EDISON CITY OF FONTANA FONTANA WATER COMPANY 1400 E. PHILLIPS BLVD. TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE, 7951 REDWOOD AVE. 8353 SIERRA AVE. 8440 NUEVO AVE. POMONA, CA 91766 BACKFILL 30 C.Y. MATERIALS AND/OR SURFACING. FONTANA, CA 92335 FONTANA, CA 92335 FONTANA. CA 92335 (909) 469-6343 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE (909) 352-6240 (909)KIM3CHIT O1 (909) 'CHAP01 ATTN: JERRY RUIZ ATT: CHITWOOD ATT: JIM CHAPMAN CITY ENGINEER. THE REPORT SHALL LIST ALL TESTS OR DETERMINATIONS COMPLETED NOTE: CONTACT 1 MONTH BEFORE TO VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. CONSTRUCTION. NOTE: NO-FEE PERMIT REQ'D NOTE: NJ-FEE PERMIT REQ'D MSI BEFORE CONSTRUCTION BEFORE CONSTRUCTION OSP NATIONAL SUPPORT INVESTIGATIONS 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED GAS DEPT. 42864 LOC 107 TO THE CITY ENGINEER. THE REPORT SHALL LIST ALL TESTS OR DETERMINATIONSNOTES: TELEPHONE SAN GA ;KIEL VALLEY WATER CO. 2400 NORTH GLENVILLE COMPLETED TO VERIFY SIEVE. ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. SOUTHERN CALIFRONIA GAS CO. 11 142 S=ARVEY AVE. RICHARDSON, TX 75082 1, 1981 W. LUGONIA AVENUE GENERAL TELEPHONE PRIOR TO CONSTRUCTION CITY TO SECURE 20.0' WIDE. 10. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE REDLANDS, CA 92374 585-A NORTH MOUNTAIN AVENUE P.O. BOA 6010 FIELD SERVICE REPRESENTATIVE: CONS ^UCTION EASEMENT BETWEEN STA 40+50 AND PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT (909) 335-7583 UPLAND , CA 91786 EL MON- E, CA 91734 CHUCK TRIMBLE AT (909) 421-5039 STA 47+50 WEST OF ELM AVENUE PROPERTY LINE. THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS ATTN: ROD DURAN (800) 483-3000 (626' 43-8-6183 AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. ATTN: LEWIS MONTENEGRO 2. PRIOR TO CONSTRUCTION CITY TO SECURE 10.0' WIDE NOTE: CONTACT 2 WEEKS PRIOR CONSTRUCTION EASEMENT. BETWEEN STA 42+50 AND 11. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY STORM DRAIN TO CONSTRUCTION METROPOLITAN WATER DISTRICT STA 47+50 EAST OF ELM AVENUE EAST PROPERTY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. CITY OF FONTANA 700 N. MORENO AVENUE LINE. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE LA VERNE, CA 91750 8353 SIERRA AVE. CABLE CO CITY ENGINEER FOR APPROVAL. FONTANA, CA 92335 (909) 593-7474 (909) 350-6731 ADELPHIA COMMUNICATIONS ATTN: FRED ADAMI 12. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, : KIM CH6731 DESIGN CENTER ATTAIOORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST 1500 AUTO CENTER DRIVE OF THE CITY INSPECTOR. ONTARIO, CA 91761 NOTE: NO-FEE PERMIT REQ'D ATTN: PAUL CYR 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES BEFORE CONSTRUCTION (909) 975-3342 NOTICE TO CONTRACTORS: WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH x THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 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 14. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY SHEET INDEX CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY ALL PERSONS AND MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED PROPER; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR DWG NO. 4017 C-1 TITLE SHEET PROFESSIONAL AND THE CITY HARMLESS FROM ANY AND AL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF . MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. DWG NO. 4017 C-2 PLAN AND PROFILE 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 15. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT FROM STA 27+66.37 TO STA 36+00.00 AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPILE WITH THE ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE US DEPARTMENT OF LABORS AND WITH THE STATE OF CONSTRUCTION AREA FOR RESIDENTS, BUSINESS AND EMERGENCY VEHICLES. DWG NO. 4017 C-3 PLAN AND PROFILE CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL FROM STA 36+00.00 TO STA 46+00.00 NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID 16. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, REGULATIONS AND ORDERS. INCLUDING ADEQUATE WATERING AT ALL TIMES. DWG NO. 4017 C-4 PLAN AND PROFILE 17. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS FROM STA 46+00.00 TO STA 54+06.35 TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. PRIVATE ENGINEERS NOTICE TO CONTRACTORS DWG NO. 4017 C-5 DETAILS 18. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL SUBGRADE COMPACTION. FAILURE TO THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE OBTAIN THE REQUIRED DENSITY SHALL REQUIRED RE-WORKING OF THAT PORTION OF DWG NO. 4017 C-6 CROSS SECTIONS I OF 3 PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 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 NOR NOT 19. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING DWG NO. 4017 C-7 CROSS SECTIONS 2 OF 3 SHOULD CONSTRUCTION OF THE REQUIRED SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE IMPROVEMENTS NOT COMMENCE WITHIN TWO TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. DWG NO. 4017 C-8 CROSS SECTIONS 3 OF 3 YEARS OF THE DATE OF APPROVAL SHOWN SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE CONTRACTOR SHALL CALL IN A HERON AND CARRIED FORTH IN A DILIGENT LOCATION REQUEST SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. 20. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MANNER, THE CITY ENGINEER MAY REQUIRED NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND MATCH EXISTING CONCRETE. DWG NO. 4017 SS-1 SIGNING AND STRIPING PLAN 1 OF 2 REVISIONS TO THE PLANS TO BRING THEM FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. INTO CONFORMANCE WITH CONDITIONS AND 21. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR DWG NO. 4017 SS-2 SIGNING AND STRIPING PLAN 2 OF 2 STANDARDS IN EFFECT, APPROVAL OF THE CITY ENGINEER. 0 C14ANG K STD. D6TAIL IODlo -.0 IGY7 . �-ZI-Of0 f. .c6 PLANS PREPARED BY: y BASIS OF BEARING BENCH MARK#288 ® RECORD -DRAWINCG I.-1l-a7 ,/ (3/-x'.011, CITY OF FONTANA, CALIFORNIA LFT oQ�OFE �pNG ii( x THE BEARING OF N 00'12'21" E FOR RAILROAD SPIKE IN POWER POLE NO. �'<ci `/0 y �o DEPARTMENT OF ENGINEERING 4r\ DIAL TOLL FREE THE CENTERLINE OF THE EXISTING ELM 71833 AT THE NORTH EAST CORNER c y STREET AS SHOWN ON CITY'S RECORDS OF POPLAR AVENUE AND SANTA ANA W No. 32499 - DRAWN BY: ELM STREET IMPROVEMENT PLANS SHEET N.T.S. 40 1 -800-422-4133 DRAWING NO. 2085 WAS USED AS THE TRAFFIC ENGINEERING DESIGN SERVICES AVENUE EXP. 6-30 07 ` N. BUNIA DATE: BASIS OF BEARINGS. 3333 S. Brea Canyon Road Suite 120 Diamond Bar Blvd, CA 91765 SANTA ANA AVENUE TO SLOVER AVENUE FEB. 6, 2006 0 © AT LEAST TWO DAYS �� C , ,� Phone: (909) 595-1940 Fax: (909) 959-1314 DESIGNED BY: SHEET BEFORE YOU DIGELEVATION 1019.890 qj V �� N. BUNIA TITLE SHEET �► N0. REVISION DESCRIPTION ENGR'S DATE CITY DATE F OF CA\-\ O DR. N0. C_ APPROVAL APPROVAL Date /1- & CHECK BY: �/ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA APPROVED: '' /9_ REVISIONS L. YEH DA, P.E. R.C.E. No. 32499 Exp. 6/30/07 L. YEHUDA CITY ENGIN RCE NO. 511TH 2 4017 1 OF 8