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HomeMy WebLinkAbout3203-1N SCALE 1"=100' \ INDEX MAP SCALE 1"=100' z � NT rarux.3M,,,,PROV r PLAN UTILITY NOTIFICATIONS SAFETY RESPONSIBILITY w ►- wo w CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB w SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY a OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND w 5'GRIND & REMOVE EXISTING NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, A.C. PAVEMENT AND OVERLAY INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 0.1' MINIMUM W/NEW A.C. & SEALCOAT. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, �� EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE T ENGINEER. i II�IITf-11f-11�III-II�IT1-11Hll-III EXISTING UNDERGROUND STRUCTURES LAP THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN LAP JOINT DETAIL THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE 12 NOT TO SCALE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL DIG ALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES [�1 CONSTRUCT 4" A.C. OVER 12" COMPACTED (95%) NATIVE S011 25,550 SF O2 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY OF FONTANA STANDARD DETAIL 1003) 1,240 LF O 5' PUBLIC UTILITY EASEMENT O CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN & PER CITY STD. 1015 8,315 SF OCONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STANDARD 1006 2 EA O INSTALL STREET LIGHT PER STREET LIGHT PLAN SEE STREET LIGHT PLAN FOR ADDITIONAL LIGHTS REQUIRED FOR LIVE OAK. 5 EA ( CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD 102 W=16'. TO BE FIELD LOCATED 2,240 SF U8 REMOVE TEMPORARY STREET LIGHT PER STREET LIGHT PLAN 1 EA O9 REMOVE & REPLACE TEMPORARY STREET LIGHT PER STREET LIGHT PLAN 1 EA 10 CONSTRUCT CATCH BASIN PER APWA STD PLAN 300-2 WITH LOCAL DEPRESSION PER APWA STD. 313-1 CASE B 1 EA 11 REMOVE EXCESS RCP TO BACK OF CATCH BASIN 12 LF 12 SAWCUT AND REMOVE EXIST. AC AND CURB & GUTTER BETWEEN BCR & ECR AS NEEDED TO CONSTRUCT NEW IMPROVEMENTS. SEE LAP JOINT DETAIL HEREON. 110 LF HIELMAN, 221 S GLASSELL ST ORANGE, CA 92866 (714) 744-9700 FAX (714) 744-9312 BENCHMARK: 918.40 Q D REV. REVISION DESCRIPTION SPIKE ON POWER POLE #674320E AT INTERSECTION JURUPA AVE AND MULBERRY AVE o THE BASIS OF BEARINGS IS BASED UPON DIAL TWO WORKING THE CENTERLINE OF LIVE OAK AVENUE PER BEFORE DAYS BEFORE TRACT NO. 15117, RECORDED IN BOOK 275; YOU DIG YOU DIG PAGES 66 THROUGH 90, OF MAPS, RECORDS OF SAN BERNARDINO COUNTY RECORDER, TOLL FREE 1-800-227-2600 BEING N 2448'32" E. WPM A PUBLIC SERVICE BY UNDERGROUND 11 SERVICE ALERT 1 RECOR-D �RPru.1W(� 41 > ¢ U ¢ w LU O m N < JURUPA AVE. VILLAGE DR O z SIT RIVERSIDE RD. 50 W, V I U I N I I T MAF' NO SCALE 7 7' Mq,I, ; 4.5' 18 L 4.5 ' p /� 2j FS AT CL 003' ' ! w GENERAL CONSTRUCTION NOTES i -?qr°► BELOW TC 1 2% 0 2 _-------?%------------------ -------------- --- 2%-------- 5' 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS ® ` ® 5' I 2 1 AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND ;PUE O STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. ' © FP UE! 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO TYPICAL SECTION - CONIFER COURT PRECEDENCE PROVISIONS IN THE "GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. NO SCALE T.1.-5.5 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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. R W W 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. 64' MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 12'--►) L 12' 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT M 1 4.5* 20' J 4.5'* 20 ALL TIMES. 'qX `L 2,1 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN FS AT CL 0.01' ( M�' DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. � 2?� ABOVE TC 2% � ; 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING �. •- ___-- -_2_% a OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE --- - -------- ------- p` ---�--- ---- --- STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND j ®--------------------------------------------------------- M MOVEMENT. ® � qX 2'1 I9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE PROP. CURB & PAVEMENT TYPICAL SECTION VILLAGE DRIVE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, PER TR. 16110 AND To EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE NO SCALE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. PROPOSED PER TR. 16110 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 T.I.=6.5 MIN 4' CLEARANCE REQUIRED DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND ANY OBSTRUCTIONS AROUND THEIR FACILITIES. INCLUDING TREE WELLS, POWER 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE POLES, FIRE HYDRANTS AND APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. MAILBOXES. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING 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 CM CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. PCC77) D``MM 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR B :. NOTIFICATION TO THE CITY ENGINEER. BENCHMARKS WITHOUT PRIOR 17. REMOVAL AND REPLACEMENT OF EXIS5TING 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 t -� 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. ?uw7r 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE 321 S. G Svcrct SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. or"ge, Gt, ml'cl 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL (714) 744-9700 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 APPROVAL 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 PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY HAS BEEN OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON �/ �+ INSPECTION OF THE SITE, THE CITY ENGINEER MAT REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING UTILIT i AGENCIEa7 IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. CITY OF FONTANA SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE, 8353 SIERRA AVE 825 E. THIRD STREET FONTANA CA 92335 SAN BERNARDINO, CA 92408 27• THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL, TELEPHONE (909) 350-7610 (909) 383-1665 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES PACIFIC TELEPHONE AND TELEGRAPH COMPANY 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 16231 VALLEY BLVD. 3073 ADAMS STREET FONTANA, CA 92335 RIVERSIDE, CA 92504 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. TELEPHONE (889-9711) OR (800) 422-4133 (714) 359-2585 OR (800)422-4133 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS SO.CALIF GAS COMPANY -- TRASMISSION DEPARTMENT FONTANA WATER COMPANY DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. BREA, CA 92621 8440 NUEVO AVENUE 32. ACTUAL THICKNESS OF A..C. PAVEMENT AND/ OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE TELEPHONE (909) 529-2889 OR (800) 422-4133 P.O. BOX 987 RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH FONTANA, CA 92334 GRADING. (909) 822-2201 SOUTHERN CALIFORNIA EDISON COMPANY 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING 7951 REDWOOD AVENUE CONTRACTOR. FONTANA, CA 92336 GENERAL TELEPHONE COMPANY 909 357-623134. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING BARRICADES AND OTHER TRAFFIC 245 N. MOUNTAIN AVENUE CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 909 357-6223 �SO. OF MERRILL) N0. OF MERRILL) POMONA, CA 91766 800 422-4133 (213) 357-2257 OR (800)422-4133 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 PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA Q�pFESSYp JENS THIELMANN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �4�0�5 �HIf���F2 R.C.E. No. 25742 SOUTHRIDGE VILLAGE SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �� " EXP. DATE DRAWN BY: STREET IMPROVEMENT PLANS SCALE - No. 25742 12/31/05 S.Z. TRACT �t AS SHOWN .THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO d� �P 12-31-05 *� DESIGNED BY: RA 16120 DATE: �9r ���`� BRING THEM INTO CONFORMANCE WITH CONDITIONS AND JTT TITLE SHEET 8/26/02 Fes- CIVIL CAL�tiO '� Date :�'�'�- CHECKED BY:''� APPROVE�Y: STANDARDS IN EFFECT. .".1X DRAWING NO.: =now m willCITY 3203 ENGINEER R.C.E. 51152 DATE: 3