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HomeMy WebLinkAbout3517-1STREET ► PRO VEENT NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT 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. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 7. 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. 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9. 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. 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) 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 (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 19. 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. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 21. 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 IS OBTAINED. 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23. 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. 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 CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, 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. 27. 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. 28. 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. 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT'`FOR THAT PURPOSE. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.14" MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 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. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. NOTICE TO CONTRACTOR 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT (PHONE: 1-800-227-2600) 48 HOURS IN ADVANCE OF ANY EXCAVATION FOR THE MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. 3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY. NOTIFY THE ENGINEER OF WORK IF ANY DISCREPANCIES IN UTILITY LINE LOCATIONS ARE FOUND. 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT, THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. Q�pFESS/pyq C �N ZW_r ui No.63494 ° MA HEW C. HICK Exp. Sept. 30, 2008 RCE NO. 63494 EXP. 9-30-08 DATE: �j/�•-�(� F OF CA BASIS OF BEARINGS: THE BEARINGS HEREON ARE BASED ON THE CENTERLINE OF JURUPA AVENUE SHOWN AS NORTH 89°04'00' EAST PER TRACT NO, 16074 M.B. 278/78-92, El%CH MARK: EL = 1077.40 CHISELED BOX IN EASTERLY TOP CURB, TAMARIND AVE.; 60' SOUTH OF TAMARIND CT., 500' SOUTH OF SL❑VER 0O 0 rl 11 DIAL TW ❑ WORKING BEFORE ����� DAYS BEF❑RE YOU R DIG Y❑U D I G TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE FS RECORD DRAWING 04/08�� TD - TOP OF DIKE © RCV/s ED DErA/L roxcapo-L 3Hr3 * rzmvlsGD D)k nR comm. crAir m c causr Alarm Sr DMA c�IQ� RRG - VERIFY IN FIELD SLS 4 REVISED DRIVEWAYS FOR COMMERCIAL CENTER 8/05 GB - GRADE BREAK - TREE CF REV. STREET SECTION (SNOWBELL PL, JUNEBERRY LN) - TRACT BOUNDARY OC - ON CURB 3 REVISED JURUPA STREET SECTION AND QUANTITIES 3/05 2 ADDITIONAL DRIVEWAYS FOR COMMERCIAL CENTER 3/05 MOC - MIDDLE OF CURVE P) - EXISTING EDGE 1 RELOCATED STREET LIGHT 9/04 PCC - POINT OF COMPOUND CURVE EXISTING EDGE VICINITY PAP NOT TO SCALE :►T Y CONTACTS ICITY PACIFIC BELL _RN CALIFORNIA EDISON CO. 4025 LA PALMA STREET PEPPER AVE. ANAHEIM, CA. 92807 CA 92376 (714) 237-6146 ROUND: (909) 357-6233 ATTN: DELIA LERMA 4ISSIONS: (909) 875-5100 ES: (213) 657-1233 UTION: (909) 357-6233 :RN CALIFORNIA GAS CO. JGONIA AVE. IDS, CA. 92374 JOHN OATES :NCIES: (800) 427-2200 SAN BERNARDINO COUNTY DISTRICT -ST BASELINE, P.O. BOX 920 CALIFORNIA 92377-0920 375-1804 SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-6632 ATTN: CARLOS NAVARRO COMCAST CABLEVISION 1205 DUPONT AVE ONTARIO, CA 91761 (909) 390-4738 CONTACT: JACK HAYES END ; STOP SIGN FS - FINISHED SURFACE STREET NAME SIGN TD - TOP OF DIKE TC - TOP OF CURB STREET LIGHT VIF - VERIFY IN FIELD LOCATION PER PLAN GB - GRADE BREAK - TREE CF - CURB FACE - TRACT BOUNDARY OC - ON CURB BC - BEGIN CURVE - FLOW LINE EC - END CURVE - EXISTING GRADE MOC - MIDDLE OF CURVE P) - EXISTING EDGE PRC - POINT OF REVERSE CURVE OF PAVEMENT PCC - POINT OF COMPOUND CURVE EXISTING EDGE PVI - POINT OF VERTICAL OF PAVEMENT INTERSECTION BVC - BEGIN OF VERTICAL CURVE - DIRECT OF EVC - END OF VERTICAL CURVE DRAINAGE FLOW MOVC - MIDDLE OF VERTICAL CURVE PRVC - POINT OF REVERSE L VERTICAL CURVE FIRE HYDRANT BCR - BEGIN OF CURB RETURN ECR - END OF CURB RETURN PROP. A.C. PAVEMENT j LIMITED USE AREA PER CITY OF FONTANA STD. 140 EXIST. A.C. PAVEMENT SAWCUT AND REMOVED. REPLACED PER LAP JOINT: TO BE THEN ::' .= PROP. CONCRETE SIDEWALK - DETAIL ON SHEET 2. SHEET INDEX SHT. 1 GENERAL' NOTES,'VICINITY MAP AND INDEX MAP, TYPICAL SECTIONS SHT. 2 STREET SECTIONS, DETAILS, QUANTITIES SHT. 3 LOCAL DEPRESSION DETAILS SHT. 4 UNDERWOOD DRIVE &'SOURWOOD WAY SHT. 5 UNDERWOOD DRIVE SHT. 6 SNOW BELL PLACE & SWEETGUM WAY SHT. 7 CRABAPPLE LANE SHT. 8 JUNEBERRY LANE & SCOTCH PINE WAY O NERIDEVELOPER SHT. 9 RED CEDAR COURT A-- D A V I D E V A W 5 EMPIRE LAND SHT. 10 LACEBARK ST. INDEX MAP No. OW13 "Tm SHT. 11 SASSAFRAS COURT „ _ q AND/�SSUC I�TES INC. 3536CONCOURSSCALE. 1 - 100 ONTARIO, CA 91764 SHT. 12 BLUE ASH LANE & RED ASH COURT 4Z00 CallCCuleS -W/TE ZDO DAlT 000AUFDY 149/764 (909) 987-7788 SHT. 13 WATER ELM PLACE �IVI4. �� PHOAII: 1167.461.57-0 CONTACT: JIM MULLINS SHT. 14 JURUPA AVE. CAL* SHT. 15 JURUPA AVE CROSS SECTIONS PLANNING ■ DESIGN ■ CONSTRUCTION QRpFESSlpy9 3536 CONCOURS, SUITE 220 HOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �o w o ONTARIO, CALIFORNIA 91764-5592 STREET IMPROVEMENT P OMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��� ��' tir�� ® ® ® 909.581.0196 ■ FAX 909.581.0192 . www.RBF.com LAN S SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNERN , DRAWN BY: TRACT 16495-1 SCALE. � Z THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No . 63494 m C D N S U LT 1 N G RG NTS � Exp. 9/30/06 � JOB NUMBER BRING THEM INTO CONFORMANCE WITH CONDITIONS AND S �Iv�� �' PR PAR UN TH P VISION OF: DESIGNED BY://� 15-100634 STANDARDS I N EFFECT. 9rF F� o G AP R DRAWING No. 1 OF C A`l DATE: ��/� ps CHECKED BY: _ MA HEW C. HICKS RCE NO. 63494 EXP. 09-30-06 MCH R CARDO NDOVAL R.C.E. 51152 DATE: 3517 4