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Home My WebLink About5511-1STREET IMPROVEMENT 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 SURVEY CONTROL, 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. OWNER: ALERE PROPERTY GROUP, LLC 100 Bayview Circle, Suite 310 Newport Beach, Ca 92660 PHONE: (949) 509-5000 FAX: (949) 509-5001 SOILS ENGINEER: SOUTHERN CALIFORNIA GEOTECHNICAL SOILS & GEOTECHNICAL CONSULTANTS 22885 SAVI RANCH PARKWAY SUITE 'E' YORBA LINDA, CA. 92887 PHONE:(714) 685-1115 FAX:(714) 685-111 STREET IMPROVEMENT PLAN SLOVER DISTRIBUTION CENTER 13032 SLOVER AVENUE UTtM CONTACTS SAN BERNARDINO COUNTY FLOOD CONTROL 825 E. THIRD STREET, ROOM 140 SAN BERNARDINO, CA 92415-0835 PHONE: (909) 387-8256 ATTN: TOM WILLIAMS FONTANA WATER COMPANY 15966 ARROW ROUTE FONTANA, CA 92355 PHONE: (909) 822-2201 ATTN: BRENDA FOWLER SOUTHERN CALIFORNIA GAS COMPANY 1981 W. LUGONIA AVE. REDLANDS, CA PHONE: (909) 335-7965 ATTN: ED SANTILLAN AT&T 1265 VAN BUREN ST. #180 ANAHEIM, CA 92807 PHONE: (714) 666-5614 ATTN: LEE QUEST SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 PHONE: (909) 549-5345 ATTN: JEFF HUDSON TIME WARNER 17777 CENTER COURT DR. 8TH FLOOR CERRITOS, CA 90703 PHONE: (562) 677-0263 ATTN: JOHN CHRISTIANSEN FONTANA UNITED SCHOOL DISTRICT 9680 CITRUS AVENUE FONTANA, CA 92335 PHONE: (909) 357-5000 X 29455 ATTN: SHERRI WHITTEN INLAND EMPIRE UTILITY AGENCY (FOR SEWER) 6075 KIMBALL AVENUE CHINO, CA 91708 PHONE: (909) 993-1696 ATTN: LIZA MUNOZ TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FONTANA, CALIFORNIA ' � SHEET 2 81+000 83+00 84 00 85+00 86+00 87+00 88+ I- 1 1 _ i _ I L SHEET 3 00 89 00 90+00 91+00 t92+009 +00 94+00 9; SLOVER AVENUE IBEX MAP SCALE: 1" = 150' 96+00 97+00 800 SHEET INDEX LEGEND A. B. AGGREGATE BASE A.C. -ASPHALT CONCRETE B.C.R. --BEGINNING OF CURVE BLDG -BUILDING B.O.W. BOTTOM OF WALL B.W. -BACK OF WALK C.L.F. CHAIN LINK FENCE CONC. -CONCRETE C. F. -CURB FACE C. B. CATCH BASIN IZI -CENTERLINE E.C.R. -END OF CURVE EXIST. EXISTING E. P. -EDGE OF PAVEMENT F.G. -FINISH GRADE F. F. -FINISH FLOOR F. L. -FLOW LINE F.S. -FINISH SURFACE F. H. -FIRE HYDRANT G. B. -GRADE BREAK H. C. -HANDICAP H. P. HIGH POINT INV. INVERT M. H. MANHOLE N.G. NATURAL GRADE [p_ -PROPERTY LINE PB PULL BOX P. P. -POWER POLE R/W RIGHT OF WAY R. D. -ROOF DRAIN TRANS PAD TRANSFORMER PAD T. B. -TOP OF BERM S = -SLOPE S. D. -STORM DRAIN S. L. --SIGHT LINE ST.LT. -STREET LIGHT T.G. TOP OF GRATE T.C. TOP OF CURB TOP -TOP OF SLOPE TOE TOE OF SLOPE WM -WATER METER WV WATER VALVE UTtM CONTACTS SAN BERNARDINO COUNTY FLOOD CONTROL 825 E. THIRD STREET, ROOM 140 SAN BERNARDINO, CA 92415-0835 PHONE: (909) 387-8256 ATTN: TOM WILLIAMS FONTANA WATER COMPANY 15966 ARROW ROUTE FONTANA, CA 92355 PHONE: (909) 822-2201 ATTN: BRENDA FOWLER SOUTHERN CALIFORNIA GAS COMPANY 1981 W. LUGONIA AVE. REDLANDS, CA PHONE: (909) 335-7965 ATTN: ED SANTILLAN AT&T 1265 VAN BUREN ST. #180 ANAHEIM, CA 92807 PHONE: (714) 666-5614 ATTN: LEE QUEST SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 PHONE: (909) 549-5345 ATTN: JEFF HUDSON TIME WARNER 17777 CENTER COURT DR. 8TH FLOOR CERRITOS, CA 90703 PHONE: (562) 677-0263 ATTN: JOHN CHRISTIANSEN FONTANA UNITED SCHOOL DISTRICT 9680 CITRUS AVENUE FONTANA, CA 92335 PHONE: (909) 357-5000 X 29455 ATTN: SHERRI WHITTEN INLAND EMPIRE UTILITY AGENCY (FOR SEWER) 6075 KIMBALL AVENUE CHINO, CA 91708 PHONE: (909) 993-1696 ATTN: LIZA MUNOZ TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FONTANA, CALIFORNIA ' � SHEET 2 81+000 83+00 84 00 85+00 86+00 87+00 88+ I- 1 1 _ i _ I L SHEET 3 00 89 00 90+00 91+00 t92+009 +00 94+00 9; SLOVER AVENUE IBEX MAP SCALE: 1" = 150' 96+00 97+00 800 SHEET INDEX QUANTITY O I TITLE SHEET - CONSTRUCTION NOTES & QUANTITY ESTIMATES 2 SLOVER AVENUE FROM STA. 81+00.00 TO STA. 89+00.00 3 SLOVER AVENUE FROM STA. 89+00.00 TO STA. 98+00.00 4 SLOVER AVENUE FROM STA. 98+00.00 TO STA. 104+00.00 & DETAILS 5 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION DETAILS PRIVATE ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SHEET 4 I 99+00 100+00 101+00 102+00 103+00 104+00 BASIS OF BEARINGS - THE BEARINGS SHOWN HEREON ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRC CORS STATIONS "SPMS" AND "CRFP", BOTH PUBLISHED ON CSRC DATA SHEETS, BEING N 85'26'47.3026" E (2011.0 EPOCH). 4TH ST W AVE E AIRPORT DR Q SLOVER AVE \ a � Z 89E VICINI TY MAP N.T.S. CONSTRUCTION NOTES: QUANTITY O SAW -CUT & REMOVE EXISTING A.C. REPLACE WITH FULL DEPTH A.C. 1,138 SF EA FOLLOWING REMOVAL OF CONCRETE FORMS PER DETAIL ON SHEET 4 PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 2 EA AND ALSO CITY STD. 401. PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 2 2O REMOVE EXISTING TREES/SHRUBS/TREES STUMPS 9 EA O REMOVE EXISTING CURB AND GUTTER 343 LF 4O REMOVE EXISTING SIDEWALK 3,130 SF O EXISTING POWER POLE TO BE RELOCATED BY OTHERS. 1 EA �6 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003 1 EA O REMOVE EXISTING DRIVEWAY 1,547 SF O8 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (W=55) 980 SF O9 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000 128 LF 10 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002 4,080 SF (MODIFIED AS PER DETAILS ON SHEET 4). 11 INSTALL TRUNCATED DOMES PER DETAIL ON SHEET 4 AND CITY STD. 1003. 7 LOCATIONS 12 PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY). 1 EA 13 PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 2 EA 14 PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY) 2 EA 15 PROTECT IN PLACE EXISTING TRAFFIC SIGNAL AND LIGHT 2 EA 16 PROTECT IN PLACE EXISTING TRAFFIC SIGNAL PULLBOX 2 EA 17 PROTECT IN PLACE EXISTING POWER POLE 7 EA 18 REMOVE AND REPLACE EXISTING DRIVEWAY PER DETAIL 'A' SHEET 3. 1,235 SF 19 CONSTRUCT CURB RAMP PER S.P.P.W.C. STD. 111-4 CASE D 'TYPE 2' 1 EA (SEE S.P.P.W.C. DETAILS ON SHEET 5) 20 PROPOSED NEW STREET LIGHT - SEE STREET LIGHT PLANS 15 EA BENCH MARK: S B. CO. PUBLIC WORKS BENCHMARK NO. "774" P.K. NAIL IN S.C.E. TOWER BASE. AT ETIWANDA AND SLOVER AVENUES, 100 FEET WEST OF ETIWANDA, 300 FEET SOUTH OF SLOVER, SECTION 29, T. 1 S., R. 6 W., IN NORTHEAST CORNER OF CONCRETE TOWER BASE NO. 2 S.C.E. NO. 2 VISTA ETIWANDA, "T.B.M. 15" ON CONCRETE TOWER BASE, SOUTHWEST CORNER OF AIRPORT DRIVE & ETIWANDA AVENUE. L -Lf = 969.8480 FEET 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 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. QROFES3/0 ST�e4, C� yrc I R.C.E. N0. 56155 r Exp. 12-31-16 % Q 9�F SIV OF C N\ - Prepared Under The Supervision Of Thienes Engineering, Inc. CIVIL ENGINEERING • LAND SURVEYING 14349 FIRESTONE BOULEVARD LA MIRADA, CALIFORNIA 90638 W(714)521-4811 FAX(714)521-4173 NHARD STEN Date :00p% RCE NO. 56155 WDID#6836C375516 DR 15-020 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN DLT 13032 SLOVER AVENUE SCALE:SHOWN DESIGNED BY: SLOVER DISTRIBUTION CENTER AS TITLE SHEET DATE: DLT CONSTRUCTION NOTES & QUANTITY ESTIMATES CHECKED BY: VEDe DRAWING NO.: 1 .� DATE: (X •.�/ �G 5511 MR CITY ENGINEER R.C.E. 51152