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HomeMy WebLinkAbout4783-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND 7HE STANDARD SPECIFICA77ONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK-). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL 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. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPEC77ON COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WTHIN THE CITY LIMITS CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC ED17701V UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CON7RACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STA TF DIVISION OF INDUSTRIAL SAFETY. 8. 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 P07EN77AL EXISTS FOR GROUND MOVEMENT. 9, NO MA7FRIAL 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 EXIS77NG 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 EXCAVAT70N. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL U77LITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION DOMEST7C WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL7RANS ALL U77LITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIIA77ON. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 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 CON7RACTOR 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 EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION To THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT 77ES 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 N077FY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT 77ES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CON7RACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES 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 TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCON77NUED WHEN SUSTAINED WIND VELOC177ES 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 GE07ECHNICAL ENGINEER SHALL CER77FY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE KVRK UNTIL THE SPECIFIED DENSITY 1S OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE C1TY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONS7RUC77ON AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM 1N GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN S" IN THE FACE OF THE CURB AT THE LOCATION OF 774E SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UN77L THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTIL177ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS 30. APPROVED SOIL S1ERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT 31. 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. 32. AC77JAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATER/AL FOR STRUCTURAL STREET SEC77ONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 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 SIGNING, STRIPING, 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 774E CONS7RUC770N TO THE SA77SFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL 6'E PROVIDED BYTHE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BENCHMARK No. B-13.4 ELEVATION 1185.779 LOCA TION.• RAILROAD SPIKE IN PP No. 304407E AT NORTH EAST CORNER OF ALMOND AVENUE AND ARROW ROUTE. LEGAL DESCRIPTION - THE EAST Y OF THE WEST Y2 OF THE EAST Y2 01= LOT 153 AS SHOWN ON THE MAP OF THE SUBDIVISION OF THE SEMI -TROPIC LAND AND WATER COMPANY IN THE COUNTY OF SAN BERNARDINO COUNY, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 11 OF MAPS, PAGE 12, RECORDS OF SAID COUNTY RECORDER. BASIS OF BEARING q OF SANTA ANA AVENUEALIGNMENT BEING N 89°43'45" E PER P.M.B. 4629 P.M.B. 47/19 kL TOLL FREE 00-227-2600 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STREET IMPROVEMENT PLAN 14403 SANTA ANA AVENUE CITY OF FONTANA CHERRY AVENUE STA.= 17+99,55 SANTA ANA BLVD. VICINITY MAP .CIbo,F.- NOT TO SCALE APN 0236-180-09 OWNER/DEVELOPER PIONEER PROPERTIES 15335 VALLEY BOULEVARD FONTANA, CA 92335 TEL: (909) 355-5428 FAX: (909) 823-2489 CONTACT: TAMI WETZEL LEGEND EXISTING--) L*4" I I � 0- -):� STLT = STREET LIGHT ® WV = WATER VALVE TRFSIG = TRAFFIC SIGNAL u7 = SIGN O SDMH = STORM DRAIN MANHOLE o PB = PULL BOX O TELMH = TELEPHONE MANHOLE 0 WM = WATER METER 0 TELPED = TELEPHONE PEDESTAL + PP = POWER POLE 0 MB = MAIL BOX S/W = SIDEWALK SANTA ANA AVENUE o©00o�©2oc©o©©j LO I �a OF IMPROVEMENT NTS I� (Proposed) - - - - - - - - - - - - - TI=9.0 A.P.N. 0236-181-10 ! uj i ZLu ' IIIA I o I Q `I : ` A.P.N. 0236-181-09 Q : -_j Z �CI I ! VICINITY MAP .CIbo,F.- NOT TO SCALE APN 0236-180-09 OWNER/DEVELOPER PIONEER PROPERTIES 15335 VALLEY BOULEVARD FONTANA, CA 92335 TEL: (909) 355-5428 FAX: (909) 823-2489 CONTACT: TAMI WETZEL LEGEND EXISTING--) L*4" 4' F.H. = FIRE HYDRANT 0 ELEC VAULT = ELECTRIC VAULT 0- -):� STLT = STREET LIGHT ® WV = WATER VALVE TRFSIG = TRAFFIC SIGNAL O SMH = SEWER MANHOLE = SIGN O SDMH = STORM DRAIN MANHOLE o PB = PULL BOX O TELMH = TELEPHONE MANHOLE 0 WM = WATER METER 0 TELPED = TELEPHONE PEDESTAL + PP = POWER POLE 0 MB = MAIL BOX S/W = SIDEWALK TC = TOP OF CURB FL = FLOW LINE TB = TOP OF BERM FS = FINISH SURFACE FG - FINISH GRAGE BW = BACK OF WALK y i / REMOVE EXIST AC PAVEMENT PROP AC PAVEMENT 100 OGRAPHIC SCA00 20o LE CONSTRUCTION NOTES QUANTITY CONSTRUCT 6.5" MIN. ASPHALT CONCRETE PAVEMENT OVER 12" MIN. OF 95% COMPACT 196 TON NATIVE SUBGRADE. 1 INCH = 100FEET 02 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STANDARD PLAN 112 LF No. 1000. A.P.N. 0236-181-08 O COONS OLC T 40' COMMERCIAL DRIVE APPROACH PER CITY OF FONTANA STANDARD PLAN 254 SF N O CONSTRUCT 6' WIDE 4" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STANDARD PLAN No. 1006. 845 SF I o ' Oo° ( t w O CONSTRUCT 6" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STANDARD PLAN No. 1006. 200 SF m i� N 6O NOT USED 7O SAW CUT EXISTING A.C. TO FORM SMOOTH SURFACE. 165 LF SO CONSTRUCT 2:1 PAVEMENT TAPER TO EXISTING EDGE OF PAVEMENT/MATCH TO ADJACENT I ^ I SITE. (QUANTITY INCLUDED IN CONST. NOTE 1 ABOVE) O INSTALL CALIFORNIA MUTCD 2003 TYPE "F" DELINEATORS. 3 EA STA.= 4+79.87 SANTA ANA BLVD. 10 INSTALL CRASH SAND FILLED BARRELS FOR POWER POLE PROTECTION. 3 EA 11 COLD PLANE/CONSTRUCT VARIABLE DEPTH AC OVERLAY (1.5" MINIMUM). 1 SF D o D o ] D C7 0> 7© (L OUTH EXISTING WNORTH ALMOND AVENUE EXIST SOUTH 44' R/W 88' I PARKWAY 9' 23' 8' 4' DRIVEWAY SIDEWALK 12' 19' 13' 9' 23' 12' 6' WIDE 6' WIDE � I SIDEWALK I SIDEWALK 6' 6' 8" CURB W/ 8" CURB W/ 1" LIP I EXISTING 1.5' GUTTER 1.5' GUTTER I (1.78% TO 2.67 29: 1.14% TO 1.54%) (0.92 TO 1.54%) 1(1.78% TO 2.67` ) (1.07 TO 2.37%) 2% GROUND( -j) (1.07 TO 2.37%) 2% _ _. - ._.... +- ...... v en-: .: r- .. rt1F llF ill J 1❑ i I'^"".�=.r.. ,.12111,{- �'A RccoRD 'Dam %ww LI: IZEVISEU DES(4P4 coojeA0V / REV. REVISION DESCRIPTION ai EXISTING--) L*4" Typical Street 2.4i%GROUND a P.C.C. Cross Section SIDEWALK SANTA ANA AVENUE o©00o�©2oc©o©©j (Existing + Proposed) LIMITS OF IMPROVEMENT NTS (Proposed) TI=9.0 6" P.C.C. SIDEWALK Typical Street "-*560-C-32508" P-C.C. DRIVEWAY RAMP Cross Section SANTA ANA AVENUE (Proposed Driveway) NTS T1=9.0 NOTICE.' PREPARED BY: Q SHOULD CONSTRUCTION OF THE REQUIRED ^ ��IM��\' ki%(OO �Q�OFESS/ON �� Vc�_... IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS Go Hu00� �t �� 11421 Brl49'bAi ,LOM /2S p 1�^p[ Lyi 4z51S OF THE DATE OF APPROVAL SHOWN HEREON AND fSroZ�cllll' Tel (PSI)4SS-9z1i Fax (96l)403-S4&o CARRIED FORTH IN A DILIGENT MANNER, THE CITY a 0 m 02 . 58 " ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO E 740 O. 5 802 0 A BRING THEM INTO CONFORMANCE WITH CONDITIONS PREPARED �� _ - f, , NO STANDARDS IN EFFECT. R.c.E. ND. 58020 ENGR. CNY DATE Vel &� PA,r. HUDDLE71`09, JR. DATE Z CL ujz j O CL z LuW W Q Z J I 4 Q j Q W U W W coW W Z 15Q Q C a CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: SCALE. AS SHOWN DESIGNED BY: TITLE SHEET P�# i CHECKED BY: APPROVED W PH CITY FNCINFFR R.C.F. 51157 IIATF JULY2008 DWG. NO.: 1 4783 2