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HomeMy WebLinkAbout5393-1 VICINITY MAP STREET IPLANS SAN BERNARDION AVE REDWOOD AVENUE 10789 f , VALLEY BLVD CITY OF FONTANA , ....is. ... SLOVER AVE. GENERAL NOTESPROJECT SITE Lu n 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE.CONTRACT PROVISIONS AND THE STANDARD SHEET INDEX 41E, o SANTA ANA AVE Q Q Q SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION TITLE SHEET 1 3 0 0 UNLESS OTHERWISE NOTED. PLAN & PROFILE 2 DETAILS AND SECTIONS 3 INTHECONTRACTDOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE 6 ea JURUPA AVE. ct :II 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXISTCO RAC CROSS SECTIONS 4 � PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. CROSS SECTIONS 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 COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE CONSTRUCTION NOTES: QTY: START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC ___y" \ ) �n RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. O1 CONSTRUCT 5.5" AC PAVING OVER 12" SCARIFIED & 10,405 SF. kg 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD 400. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL CITY OF FONTANA OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. O GRIND EXISTING PAVEMENT (0.1' MIN. TO .2' MAX) AND 7,388 SF. OVERLAY (0.1' MIN.) AS NECESSARY TO ENSURE AN 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. INCREASING CHANGE IN GRADE TOWARDS THE PROPOSED CURB AT ALL LOCATIONS WITH LIMITS INDICATED. 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DMSION OF INDUSTRIAL SAFETY O CONSTRUCT 8" CURB & GUTTER PER CITY STD. 1000 660 LF 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 0 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER 2,857 SF. OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DMSION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS CITY OF FONTANA STANDARD 1006 (W=5'). THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 0 CONSTRUCT DRIVEWAY APRON PER CITY STD. 1002, W=40. 1,002 SF. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. © CONSTRUCT PARKWAY DRAIN PER APWA STD. 151-1, S=6'. 1 EA. 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 EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO 07 INSTALL STREET LIGHT PER SEPARATE STREET LIGHT PLAN. 2 EA. AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. ® INSTALL CURB OPENING CATCH BASIN W = 3.5', V = 4' 1 EA. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE PER CITY OF FONTANA STANDARD 3004. TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL O9 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA 1 EA. UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. STANDARD 3003 CASE C. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. PRIVATE ENGINEERS NOTICE TO CONTRACTOR: 13 CURVE DATA REFERS TO THE FACE OF CURB. 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING ALIGNMENT AND/OR GRADE OR THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE CONSTRUCTION. PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT DESIGN PROFESSIONAL. ALL TIMES 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. UTILITY CONTACTS: 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT PRIOR TO COMMENCING CONSTRUCTION. TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. AT&T: (510) 645-2929 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. CITY OF FONTANA: (909) 350-7610 TIME WARNER CABLE: (909) 975-3398 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583 THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. FONTANA WATER DISTRICT: (909) 201-7333 SOUTHERN CALIFORNIA EDISON COMPANY: (909) 928-8270 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE INLAND EMPIRE UTILITIES AGENCY: (909) 993-1600 CITY 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 CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. BASIS OF BEARING: 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. CENTERLINE OF REDWOOD AVE., PER PM NO 9152, PMB 102/85-86, BEARING NO0'14'17"W. 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. LEGEND 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. W'LY E'LY AC ASPHALTIC CONCRETE SURFACE • EXISTING CONCRETE SURFACE R.O.W. EXISTING Q PROPOSED R.O.W. 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. BVC BEGIN VERTICAL CURVE - - -66' CL CENTER LINE PROPOSED CONCRETE SURFACE 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS EVC END OF VERTICAL CURVE - 32' - 34' TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. FF FINISH FLOOR PROPOSED AC PAVEMENT 14' 18' 22' 12' FG FINISH GRADE 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY AFL FLOWLINERIGHT OF WAY 0.5' 4' 9.5' 14' 8' 6.5'— 5'-- —0.5' GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. FS FINISHED SURFACE 8' 33 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION GB GRADE BREAK PROPERTY LINE OF PAVING. GW GUY WIRE _ CENTERLINE 0 1 0 INV INVERT OF PIPE 2 © `22_ 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO MH MANHOLE EXISTING BLOCK OR STONE WALL -.I ml1 II= ��— I�I I Il —� 11--11= THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. NTS NOT TO SCALE - -1I� • • • • I I I-1 I I r PP POWER POLE FLOWLINE ! - 'I ----m- IEII 1 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION TC TOP OF CURB EXISTING r� yI-7 1�� VIA= PROPOSED OF THE CITY ENGINEER. TF TOP OF FOOTING Y Y Y Y FILL SLOPE SIDEWALK it SIDEWALK 36 AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY TW TOP OF WALL DED INDICATES DIRECTION OF FLOW TYPICAL SECTION, STREET "REDWOOD AVENUE" ENGINEER. TIP TYPICAL UG UNDERGROUND ,� (1 500) CONTOUR ELEVATION (FEET) NOT TO SCALE WI WROUGHT IRON ( • . = BENCHMARK: 0 T4 71,7 NO. REVISION DESCRIPTION DATE ENGR. CITY DATE ENGINEER'S SEAL CITY OF FONTANA, CALIFORNIA SHOULD CONSRUCTION OF THE E 5 UF 629 (COUNTY OF SAN BERNARDINO) TEL. (909) 885-3806 STREET IMPROVEMENT PLANS VERTICAL DATUM NAVD 88 [)\ REQUIRED IMPROVEMENTS NOT Qt ADIMAN ELEVATION: 1018.06 1---)e.A-9 _ r COMMENCE WITH TWO YEARS OF THE ,<69,c,1. S . SAN"BERNARDIINO,,C 92 D08 DRAWN BY: SCALE: `� DATE OF APPROVAL SHOWN HEREON MR 10789 REDWOOD AVENUE 1" = �\ AND CARRIED FORTH IN A DILIGENT �� - �� 1 �� JOSEPH E. BONADIMAN & ASSOCIATES, INC. FAX(909)381.172140' BASIS OF BEARING: DIAL TWO W❑RKING MANNGER, THE CITY ENGINEER MAY No. C 70944 y a ENGINEERS G.I.S. SURVEYING PLANNING www.bonadiman.com CI Y OF FONTANA, CALIFORNIA ( / Exp. 6-30-17 DESIGNED BY: DATE: BEFORE I DAYS BEFORE * * �.�i B THE BEARINGS SHOWN HEREON ARE BASED ON Y❑U DIG REQUIRE REVISIONS TO THE PLANS AP,-PRO 09-21-15 THE CENTERLINE OF REDWOOD AVENUE BEING YOU DIGIIW APPROVED BY: JAMES T. STANTON R.C.E. EXPIRES DATE TO BRING THEM INTO CONFORMANCE C[ V\\,��P -CHECKED BY: II , l0 • Z, • r0--- NUMBER J DWG. NO: •/- TO rNORTH 9152, PMB 102%8 86 PARCEL MAP TOLL FREE 1-800-227-2600 WITH STANDARDS IN EFFECT. ATF OF �f0 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 70944 06-30-17 p}[�j5 JTS CI ENGINEER R.C.E. 51152 DATE 53 9 3