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Home My WebLink About4918-1STREET IMPROVEMENT 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. 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. 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 START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUIRED 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. 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 EDITION 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 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. 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 POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL 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 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. 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 DRAIN, FLOOD CONTROL, AND CALTRANS. ALL UTILITY 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 AUTHORIZATION. 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 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND 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 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. 18. 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 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 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 IS OBTAINED. 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 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. 26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN 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 THE SEWER LATERAL. 28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED INSPECTED AND APPROVED. 29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31.PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISIONS AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32.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. 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 THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWING TO THE CITY ENGINEER. BASIS OF BEARING BENCHMARK: Bearings and coordinates as shown hereon are in terms of the California Coordinate System of 1983 (Epoch 2007.00), Zone Elevations as shown hereon 5; based locally upon the following Continuously Operating are in terms of the National Geodetic Vertical Datum of Reference Stations as published by the NGS: 1929 based locally upon the Name Northing (ft)Easting (ft) Ellipse Hgt. following City of Fontana (ft)Accuracy Bench marks: EWPP 1860639.42 6705287.17 1084.17 #264 ELEV-1321.020' RTHS 1855454.16 6757466.08 1078.27 UTILITY CONTACTS ELECTRICI TY SOUTHERN CALIFORNIA EDISON CO. 300 N. PEPPER AVE. RIAL TO, CA 92376 UNDERGROUND: (909) 357-6233 TRANSMISSIONS: (909) 875-5100 PIPELINES. (213) 657-1233 DISTRIBUTION: (909) 357-6233 GAS SOUTHERN CALIFORNIA GAS CO. 1981 LUGONIA AVE. REDLANDS, CA. 92374 A TTN: JOHN OA TES EMERGENCIES: (800) 427-2200 WA TER WEST SAN BERNARDINO COUNTY WATER DISTRICT 855 WEST BASELINE, P.O. BOX 926 RIALTO, CALIFORNIA 92377-0920 (909) 875-1804 PACIFIC BELL 4025 LA PALMA STREET ANAHEIM, CA. 92807 (714) 237-6146 ATTN: DELIA LERMA SEWER CITY OF FONTANA 8353 SIERRA AVENUE P. 0. BOX 518 FON TANA, CA 92335 (909) 350-6632 COMCAST CABLEWSION 1205 DUPONT AVE ONTARIO, CA 91761 (909) J90 -47J8 CONTACT- JACK HA YES IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA STREET IMPROVEMENT PLANS FOR SIERRA AVENUE LOCATED WITHIN THE NE % OF THE SE % OF SECTION 6, TOWNSHIP 1 SOUTH, RANGE 5 EAST OF THE SAN BERNARDINO BASE AND MERIDIAN 60 30 0 60 120 180 SCALE: 1"=60' LEGEND �o STREET LIGHT FS -FINISHED SURFACE - - - SAWCUT LINE LUMINAIRE PER PLAN 7'C -TOP OF CURB • EXISTING POWER POLE GB -GRADE BREAK O AC PAVEMENT PP R/W -RIGHT OF WAY FL -FLOW LINE REMOVE EXISTING AC PAVEMENT AND BASE. REVISION DESCRIPTION COLD PLANE AND OVERLAY PER PAVEMENT JOINT DETAIL ON SHEET 2. REMOVE EXISTING SIDEWALK. AC BERM WITH SAND BASE PER DETAIL ON SHEET 2. OWNER/DEVELOPER SOUTHERN CALIFORNIA DESIGN, LLC 44139 MONTEREY AVENUE, SUITE A PALM DESERT CA 92261 (760) 568-1048 CONTACT- ADRIAN PETERSON SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. MI 041 1�_ AVENUE MALAGA ST SITE REED STREET REED STREET VICINITY MAP NOT TO SCALE THE THOMAS GUIDE 2007 SAN BERNARDINO COUNTY, PAGE 574, COORDINATE J-7 CONSTRUCTION NOTES & QUANTITIES UNITS w z TONS w Q S. q� fWF 74-130 COUNTRY CLUB DRIVE, SUITE 201 O CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STANDARD PLAN FATRFAX 1,952 < C No. 57667 < O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD LF w PLAN N0. 1000. CIVIC �� FBF O CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STANDARD EA 2 PLAN N0. 1002 AND DETAILS ON SHEET 2. MALAGA ST SITE REED STREET REED STREET VICINITY MAP NOT TO SCALE THE THOMAS GUIDE 2007 SAN BERNARDINO COUNTY, PAGE 574, COORDINATE J-7 CONSTRUCTION NOTES & QUANTITIES UNITS QTY= 1 CONSTRUCT 6.5" MIN. AC OVER 12" MIN. NATIVE SUBGRADE TONS 176 COMPACTED TO 95%. S. q� fWF 74-130 COUNTRY CLUB DRIVE, SUITE 201 O CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STANDARD PLAN SF 1,952 N0. 1006. No. 57667 O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD LF 238 PLAN N0. 1000. CIVIC �� FBF O CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STANDARD EA 2 PLAN N0. 1002 AND DETAILS ON SHEET 2. MICHAEL S. SUTTON, RCE 57667 DATE: O CONSTRUCT 8" ASHPALT CONCRETE DIKE PER CITY OF FONTANA LF 58 STANDARD PLNA N0. 1007. O CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STANDARD PLAN N0. 3001 (SIZE 2 RECTANGULAR PIPE AND "L" ADAPTER - EA 1 ANGLE MODIFIED TO 600). PROVIDE CLEAN-OUT AND END CAP AT RIGHT OF WAY. O REMOVE EXISTING CURB AND GUTTER. LF 357 8 REMOVE EXISTING TREE. EA 3 9 INSTALL STREET LIGHT PER CITY OF FONTANA STANDARD N0. 404. (30 FT. HEIGHT - 22,400 LUMEN HPSV 200 WATT N0. 20 - EA 1 CARPINTERIA POLE & TEAR DROP FIXTURE WITH BROWN JASPERPOLE & TEAR DROP). 1Q REMOVE EXISTING SIDEWALK. SF 1,687 11 COLD PLANE AND OVERLAY PER PAVEMENT JOINT DETAIL ON SHEET SF 1,784 2. 12 REMOVE EXISTING AC PAVEMENT AND BASE. SF 357 13 SAWCUT AC PAVEMENT. LF 357 14 CONSTRUCT AC BERM WITH SAND BASE PER DETAIL ON SHEET 2. SF 217 15 CONSTRUCT TEMPORARY AC SIDEWALK TO JOIN NEW SIDEWALK WITH SF 33 THE EXISTING AS SHOWN ON PLAN. 16 INSTALL TEMPORARY 4" PVC STORM DRAIN PIPE WITH TEMPORARY L" ADAPTOR, AND CORE THROUGH EXISTING CURB AT STATION LF 14 SHOWN. I. NOTE QUANTITIES SHOWN ARE ESTIMATES ONLY. CONTRACIOR IS RESPONSIBLE FOR MAKING HIS/HER OWN ESTIMATES FOR BID PURPOSES. PROP. R/W o 48' EX. 10 'R/W 50' 2 36 ' 12 14' 25' 6' &GS. BOUND S. BOUND N. BOUND 0.5' PROPCURB RT. LANE LT. LANE LT. LANE . & GUTTER EX .UTATER CURB VAR I S 2% TO 3% t2.0; = L SWK ' `-VARIES 1% MIN. TO 3% MAX. NOTE: SIDEWALK SIERRA AVENUE TO BE 6" FROM RIGHT OF WAY TYP I CAL STREET SECTION NTS TI= 9 TO 10.5 35' 24' N. BOUND RT. LANE EX. DR NO. 09-010 R1 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENTS EER AVENUE OPP c n n A Tc. Icn 0 0 0 I 00 N i w w w O i i 0 Q 0 0 U `N SALE: o AS SHOWN N )B NUMBER 20-101266 Q ►AWING N0. 1 0 4918 2 PLANNING ■ DESIGN ■ CONSTRUCTION Q�pE ISSfpy I S. q� fWF 74-130 COUNTRY CLUB DRIVE, SUITE 201 ,A Z z s PALM DESERT, CALIFORNIA 92260-4114 C O N S U LT I N G 760.346.7481 ■ FAx 760.346.8315 ■ www.RBF.com DRAWN BY: No. 57667 DSW PREPARED U. E SUPERVISION OF: * * DESIGNED BY: CIVIC �� FBF DSW CHECKED BY• CA�-��` <<�Z� �� I MICHAEL S. SUTTON, RCE 57667 DATE: MSS/DSW 35' 24' N. BOUND RT. LANE EX. DR NO. 09-010 R1 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENTS EER AVENUE OPP c n n A Tc. Icn 0 0 0 I 00 N i w w w O i i 0 Q 0 0 U `N SALE: o AS SHOWN N )B NUMBER 20-101266 Q ►AWING N0. 1 0 4918 2