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Home My WebLink About6305-1NEW R/W C/L32'34' 68' PROPOSED SIDEWALK PROPOSED 8" CURB AND GUTTER PROPOSED AC PAVEMENTEX. AC PAVEMENT EX. AC CURB AND GUTTER 0.5'9.5' SW 24' TYPICAL SECTION HEMLOCK AVENUE COLLECTOR STREET (STD 402), TI=6.5 SCALE: 1"=10' R/W AC COLDMILL AND OVERLAY 2' NEW R/W C/L50'52' 104' PROPOSED SIDEWALK EX. AC PAVEMENT EX. AC CURB AND GUTTER 0.5'6' SW 40' TYPICAL SECTION SLOVER AVENUE PRIMARY HIGHWAY (STD 402), TI=10.0 SCALE: 1"=10' R/W R/W EX. CURB AND GUTTER 5.5' EX. LS 2' 1.18% MIN / 2.82% MAX2.0% 2.0% R/W 2' To Whom It May Concern: The ELECTRONIC files are given to you on an “as is” basis, and as to the use of these files, youare advised that Anacal Engineering Co. makes no warranties, expressed or implied, as to thefitness of these files for any purpose. Further, Anacal Engineering Co. reserves the right toupdate, revise and make changes to the information contained in these files when it deemsappropriate without obligation to any person, organization or other entity. While Anacal Engineering Co. has reviewed the information generated in these files, in no eventshall Anacal Engineering Co. be liable for damage arising from its use by others. By your use ofthis file you agree to the above conditions. 57+00 58+00 59+00 60+00 5+ 7 9 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 SLOVER AVENUE HE M L O C K A V E N U E SHEET 3 SH E E T 2 STREET IMPROVEMENT PLANS CITY OF FONTANA STREET IMPROVEMENT PLANS HEMLOCK AVENUE 15087 SLOVER AVENUE, FONTANA, CA 92337 1 W: \ 2 2 - 0 1 3 S C F U E L S F O N T A N A \ D W G \ 2 2 0 1 3 - 0 1 S I P T T . d w g J u l 3 1 , 2 0 2 3 - 1 1 : 3 5 a m BASIS OF BEARINGS THE BASIS OF BEARINGS USED ON THIS SURVEY IS THE CENTERLINE OF SLOVER AVENUE BEARING NORTH 89°25'55" EAST AS SHOWN ON RECORD OF SURVEY 10-109 BOOK 146 PAGE 56 RECORDS OF SAID COUNTY. DATE: DRAWING NO.:APPROVED BY:CHECKED BY: DATE : R.C.E. 69050 GIA LAM KIM CITY ENGINEER R.C.E. 62296 DATE: SCALE: As Noted 7/19/23 DESIGNED BY: DRAWN BY: AI MW PREPARED UNDER THE SUPERVISION OF :CITY OF FONTANA, CALIFORNIA 7/19/23 MW 6305 4 AND CARRIED FORTH IN A DILIGENT MANNER, THE STANDARDS IN EFFECT. PLANS TO BRING THEM INTO CONFORMANCE WITH CITY ENGINEER MAY REQUIRE REVISIONS TO THE IMPROVEMENTS NOT COMMENCE WITHIN TWO SHOULD CONSTRUCTION OF THE REQUIRED YEARS OF THE DATE OF APPROVAL SHOWN HEREON BENCHMARK BENCHMARK ID: 590 (CITY OF FONTANA) DESCRIPTION: BEECH AVE. & BOYLE AVE. TOP F.H. AT S/W 1/4 KNUCKLE ELEVATION: 1047.29 FEET (NGVD29) INCWaber Consultants PLANNING CIVIL ENGINEERING SURVEYING 19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248 P (424) 344-2464 F (562) 372-3282 MAHIR WABER VICINITY MAP SCALE 1" = 2000' PROJECT LOCATION SHEET INDEX 1 - TITLE SHEET 2 - HEMLOCK AVENUE 3 - SLOVER AVENUE 4 - SECTIONS GENERAL 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 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. 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17.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. 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 REVISION 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 DRAWINGS TO THE CITY ENGINEER. PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTANCE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. CONSTRUCTION NOTES: CONSTRUCT DRIVEWAY APPROACH PER OF FONTANA CITY STD. DETAIL 1001. CONSTRUCT CURB RAMP PER CITY OF FONTANA STD. DETAIL 1003. REMOVE EXISTING AC AND CONSTRUCT MIN 4.5" AC PAVEMENT OVER 12" MIN COMPACTED NATIVE PER STD DETAIL 400. CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1000. SAWCUT, REMOVE & REPLACE EXISTING PAVEMENT (2' MIN) PER CITY OF FONTANA STD. DETAIL 1008 AND DETAIL 1 ON SHEET 1. CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. DETAIL 1006. PROTECT-IN PLACE EXISTING SPEED LIMIT SIGN. QUANTITY 1 2 3 4 2 EA 1 EA 5,922 SF 309 LF 5 994 SF 6 2973 SF 164 TON 7 1 EA TS T W G S PP SL FH MH DI SCO LP XX TSBX SDRI WV SDMH TMH SN ICB SLBX SSMH T EM GM WM BOL LEGEND: BLOCK WALL SECTION LINE FENCE CURB CURB AND GUTTER VALLEY GUTTER MANHOLE DROP INLET SEWER CLEAN OUT LIGHT POLE FIRE HYDRANT STREET LIGHT LIGHT STANDARD SINGLE LIGHT STANDARD POWER POLE TRAFFIC SIGNAL EXISTING PALM EXISTING TREE WATER METER ELECTRIC VAULT ELECTRIC METER GAS METER HANDICAP PARKING STALL TELEPHONE SEWER MANHOLE STORM DRAIN MANHOLE TELEPHONE MANHOLE IRRIGATION CONTROL BOX STREET LIGHT PULL BOX SIGN CSP RISER WATER VALVE TRAFFIC SIGNAL CONTROL BOX EX. STORM DRAIN EX. SEWER LINE EX. WATER LINE EX. GAS EX. TELEPHONE BOLLARD PCC SIDEWALK PCC PAVEMENT AC PAVEMENT REPLACEMENT P/L R/W WATER LINE SEWER LINE STORM DRAIN LINE RIDGE LINE GRADE BREAK LINE FLOW LINE W S ABBREVIATIONS: AB -AGGREGATE BASE AC -ASPHALT CONCRETE APN -ASSESSOR'S PARCEL NUMBER BFP -BACKFLOW PREVENTOR BW -BACK OF WALK B.O.P -BOTTOM OF PIPE CB -CATCH BASIN CF -CURB FACE CL -CENTERLINE DI -DRAIN INLET DWG -DRAWING E -EAST EC -ELECTRICAL EG -EXISTING GROUND EP -EDGE OF PAVEMENT EX.-EXISTING FF -FINISHED FLOOR FG -FINISHED GRADE FH -FIRE HYDRANT FL -FLOW LINE FS -FINISHED SURFACE GB -GRADE BREAK HP -HIGH POINT INV -INVERT JS -JUNCTION STRUCTURE L/S -LANDSCAPE LF -LINEAR FOOT LP -LOW POINT OR LIGHT POLE MAX.-MAXIMUM MH -MANHOLE MIN.-MINIMUM N -NORTH NG -NATIVE GROUND PCC -PORTLAND CEMENT CONCRETE P/L -PROPERTY LINE PP -POWER POLE PVC -POLYVINYL CHLORIDE R -RADIUS RD -ROOF DRAIN R/W -RIGHT-OF-WAY S -SEWER OR SOUTH SBMWD -SAN BERNARDINO MUNICIPAL WATER DEPARTMENT SCO -SEWER CLEANOUT SD -STORM DRAIN SDCO -STORM DRAIN CLEANOUT SDMH -STORM DRAIN MANHOLE SL -STREET LIGHT SMH -SEWER MANHOLE SN -SIGN SPPWC -STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STD. -STANDARD SWK -SIDEWALK TC -TOP OF CURB T.O.P -TOP OF PIPE TE -TRASH ENCLOSURE TG -TOP OF GRATE TS -TOP OF SLOPE OR TRAFFIC SIGNAL TSBX -TRAFFIC SIGNAL CONTROL BOX TYP. -TYPICAL W -WATER OR WEST WM -WATER METER WV -WATER VALVE XXX.XX -PROPOSED ELEVATION (XXX.XX) -EXISTING ELEVATION - DRAINAGE FLOW DIRECTION INDEX MAP SCALE 1" = 100' 5' MIN. SEE PLAN SHEETS FOR LIMITS SAWCUT JOIN PROP. AC JOIN PROP. AC NEW A.B.EXIST. A.B. EXIST. AC PAVEMENT JOIN EXIST. AC 2" GRIND AND AC OVERLAY GRIND AND OVERLAY N.T.S.1 FOR 15087 SLOVER AVE TITLE SHEET SLOVER AVE & HEMLOCK AVE UTILITY CONTACTS: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONTRACTION. AT&T:(510) 645-2929 CITY OF FONTANA:(909) 350-7610 TIME WARNER CABLE:(909) 975-3398 SOUTHERN CALIFORNIA GAS COMPANY:(909) 335-7583 WEST VALLEY WATER DISTRICT :(909) 875-1322 SOUTHERN CALIFORNIA EDISON COMPANY:(909) 928-8270 INLAND EMPIRE UTILITIES AGENCY:(909) 993-1600 8/1/2023