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HomeMy WebLinkAbout2789-1INDEX MAP SCALE: i'• 200 VICTHM MAP CITY' OF FONTANA STREET IMPROVEMENT PLAN f7�I:l TRACT NO_ CONSTRUCTION NOTES AND ESTIMATED QUANTITIES n- CONSTRUCT 6.5' A.C. OVER 12' A.B.. FOG SEAL OVER ALL 630 TONS 8 4' frxl ST. IWRO--V-. 1.►rs � .3,•1• r., 201, low 44 •• • ,rte �• 1 •�, �� "�. GV4@ -TYC-'►GGT1UN \AJALNUT 6Ttz scwT T.Z.•14.0 vi Lv a CONSTRUCT 0.23' A.C. OVER 0.35' A. B.. FOG SEAL OVER ALL 6.846 TONS & CONSTRUCT' 6' CURB AND GUTTER PER STD. DETAIL NO. 101 13.500 LF O4 - CONSTRUCT a' CURS AND GUTTER PER STD. DETAIL NO. 101 700 LIQ PUBLIC WORKS DEPARTMENT CONSTRUCT CROSS -GUTTER PER STD. DETAIL NO. 104 6.600 SF O- CONSTRUCT RAMPED CURD RETURN PER STD DETAIL NO. 104-A 27 EACH �- CONSTRUCT STD. BARRICADE PER STD. DETAIL NO. 118 -J EACH to - CONSTRUCT 4` P.C.C. SIDEWALK PER STD. DETAIL NO. 105A 75.950 SF - CONSTRUCT RESIDENTIAL DRIVEWAY PER SM. DETAIL NO. 102 04=161 13. 660 9F INSTALL 5800 LUMEN (HPSV) ORNAMENTAL POLE STREET LIGHT 33 EACH i©- INSTALL 1500 LUNEN (HPSV) ORNAMENTAL POLE STREETLIGHT 'rS EAC44 21 - CONSTRUCT 5.5" A.C. AVER 12' A.B.. FOG SEAL OVER ALL 23 - CONSTRUCT 2' A.C. OVER 901 COMPACTED NATIVE 200 SF ; amN$t'. 2"x&• 112�aV�?Ofl SA.84WWCUT 8E- JOM.1 �V�LCA1. ?t5 LP DATE 56C r" AT I I CS 14T �{ EIZE'Oh1 APPROVED: �• ••/!� DWG. 1 j 2189 1 �-- INSTALL, Z*20W L-UMEt.1 (H"V) 0f.W~ `NTA .. 'OLE STMEE l L.I&HT 7 SACH 2fr CONSTRUCT 4ftftC 6tVtWAL1L rEl< .LA149Sfl. AaCb4ITi.GT'5 PLAUS Ivy' "o Sir a.T.a. PAVING NOTE PRIVATE EHGINEER'S NOTE D SEM1►i[E ALIFJWr ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST THE PRIVATE ENGINEER SIGNING THESE PLANS IS AESP0N113LE FOR AND RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN CALL: TOLL FREE AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION. THE OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROIM ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE 1-600-211-2 6 OCA UNDERMINING STREET IMPROVEMENTS, UPON INSPECTION OF THE SITE, CITY. THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING ter m OR LEAVING IMPROVEMENTS. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS BENCHMARK: 0361 SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES PK NAIL IN POLE 01536697E CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES S.W. CORNER OF SULTANA G i FOR J08 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE BASELINE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIRE- LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE MENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT z HOURS: AND THAT THE CONTRACTOR SHALL DEFED. INDEMNIFY AND HOLD THE OMNEA AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO ELEV.: 1365.00 (9/67) AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED.IN TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN AND ANY COLLECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LIABILITY ARISING FROM THE SOLE- NEGLIGENCE OF THE OWNER OR THE ENGINEER. Is-13-ol REV. I DAT STET www 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY Of FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARDS 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 ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BNE 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 REGiMEMENTS. 4. CURVE DATA REFERS TO THE FACE OF CURB. S. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND AP"11OVED PRNOA TO PAVWG OF STREETS. 7. THE LOCATtOWS OF UTILMES SHOWN RAVE BEEN FROM AVAILA19LE 1INFONCMATI0N. 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 UNIDlioRGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAID TO FMNSH M GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9. TN€ CONTRACTOR SHALL COORDINATE CONSTRUCTION WIT" ALL UTILITY 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 of GWEN TWO W0"iNG DAY: NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO TME 0100M OF RECORD. WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11. TYPE, LOCATION AND WIDTH Of DRIVEWAY APPROACH APRONS SMALL BE DETFR'11 I EDD AT T"l TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 12. W 'EN CONFLICT IS FOUND TO MST IN THE CONTRACT DOCUMFNTS 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. E'Ly R yV S2' ` LOT A 7' 12' 161 , 5`, 0, SD' _ IEVEL L�� 2 yo EXIST. IMPitOVEMEM FOR TRACE I5Ie55 TYPICAL SECTION- AELCIA AVEuuE T1. -w 9.0 ?:I 1rU11. 2 AN Mi. '. w10E, 0. ! r, L=dYm GR/MO Al OVERLAY ?tet ay 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFOM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. IL NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 19. THE CONTRACTOR SMALL MOT CAUSE ANY EXCAVATED MATERIAL, MM, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. �. 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 STAfKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK? 0 THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF S AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 24. CARE SH04JLD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON -ERODIBLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. REMOVALAND REPLACEMENT OF EXISTING 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 A RESULT OF THIS CONSTRUCTION SHALL BE REPLACE. 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 EkCMEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 21L ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR SASE 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 PRIOR APPROVAL OF THE INSPECTOR. 31. THE SEWER CONTRACTOR SHALL STAMP AN 'S' IN THE FACE OF THE CURS 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.H. MANN1AL% LATEST EMT" UNLESS OTHER1A " DIRECTED BY THE CITY TRAFFIC ENGINEER. 34. UPON COMPLETION Of , CONTRRCT'OR SMALL RES ION ALL SNANINd, 8TRNMNfG, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. IT SHALL BE THE RESPONSIBNJTY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DEUNEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMET. 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WAND VELOCITIES EXCEED 25 MILES PER HOUR. 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. UTILITY NOTIFICIITIOHS 54` 7 wS' 2.17• �' - �•' PS.E - WATER SAN GABRIEL VALLEY MATER COMPANY 11142 GARVEY AVENUE EL MONTE. CA. 91734 • 21 ! 4 (213) 448-6183 LM -1 L ENGINEERS PLANNERS SURVEYORS PUBLIC WORKS DEPARTMENT SEWER CITY OF FONTANA of) :r.R.21�A� �d _2.27y.C8, R I MAS. 8353 SIERRA AVENUE FONTANA, CA. 92335 (909) 350-7640 .. 1919 ATLAS DR. STEL A RIVERSIDE P� POWER: SOUTHERN CALIFORNIA EDISON COMPANY SECT 3 P. 0. BOX 788 300 N. RIALTO. PCA. 9237EPPER 6EET GA;ZOL1N� PA%t�.eNt LAURA1 EMILY FAITH J�►N�T SETH �T. ATTN: DAVID JONES 'SN�►ROPi AVE`, (909) 820-5191 PORTION Or. 19te-MOtAT IA ST., NOPE 4 IRE1alk GT. GAS SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA. 92335 MR. LOU WESTFALL S' P.S.E.r7►'9 5� S' PS.E (909) 889-9711 25` 2 . SOUTHERN CALIFORNIA GAS COMPANY T' TRANSMISSION DIVISION Ise, k.S' � ` �'� 2191 BREA. ECABIRCH 9262iSTREET Lt LIE 1" 1 (7 i 4) 529-2889 ?:11 TEL : E 3tiO GENERAL. TELEPHONE 9000 HELLMAN- AVENUE I� RANCHO CUCAMONGA. CA. 91730 f' "� tt _ - (909). 945-3562- 9 3 i 3 9 PACIFIC -BELL .3939 E. CORONADO STREET TYPICAL lEw-COU ANAHEIM, CA . 92$07 . -(7-14) 999-56313 . Ml-CzAW C.T. AND poRTlcm Of FKE.tAn4 .. tA50, gore i IRENe- C.T. T.I. = 5.5 1 �� RECORD WIN G � O D SRA "Rccotto ow►.�►NCM HR ENGINEERING INC CITY OF FONTANA CALIFORNIA ' ! ENGINEERS PLANNERS SURVEYORS PUBLIC WORKS DEPARTMENT .. 1919 ATLAS DR. STEL A RIVERSIDE CALIFORNIA 92501 (909) 684-9522 AWN BY: STREET IMPROVEMENT PLAN SCALE: AS 5HOW14 - - - TITLE SHEET T ACT N0 . 14775 DATE: 5e p'� SIGNED BY: Vl-,. DALE G. CLADDING R.0 17055 EXPIRATION DATE 06-3001 DATE CHECKED BY: U�IIbAA Irai I� a APPROVED: �• ••/!� DWG. 1 j 2189 1 DESCRIPTION DATE CITY Appq RKS. CITY ENGINEER R . C . E . 2 5120 t TITLE SOT. STREET IW. PLAN - 16 W. 1001 PF: 4367 1000 136-.JU --99 05: 06 PH / 4387.3* -12