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HomeMy WebLinkAbout5395-1CITY OF FONTANA 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 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 CITY 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 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 OF TWO 12 -FOOT LANES 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.. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS DRAWING IS: CL OF LYTLE CREEK ROAD N00.40'22"W 1325.56' BASIS OF BEARING PER MB 309/7-10. BENCH MARK: SAN BERNARDINO COUNTY BENCHMARK #8-17. SBD CO BR DISC IN CONC LEG POWER TOWER SCE#195 343' N HIGHLAND AVE. 0.2' MI W OF SAN SEVAINE AVE ELEVATION = 1428.61 (DATUM OF 1929) GENERAL NOTES CONT'D 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 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 THE ROADWAY SUBGRADE. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL SHEET_ 7 REPORT AND SUBMITTED TO THE CITY -OF FONTANA FOR APPROVAL UPON _ _ COMPLETION OF ROADWAY SUBGRADE I I _ _ _ _ _ _ - - - I 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE T -� EAGLES NEST WAY RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION I I W - 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. L4 2 1 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. I . 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY I I ENGINEER. ILA Q' I' W , w� W _ W IMI Z Z Cn O II V II I J Q I I � I I I I I I � I k II l sq 71 I \ �I I a I CITY OF FONTANA STREET IMPROVEMENT PLANS ETIWANDA ELEMENTARY SCHOOL #13 5470 LYTLE CREEK INDEX OF SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 DETAIL SHEET 1 - TYPICAL STREET SECTIONS 3 DETAIL SHEET 2 4 LYTLE CREEK RD - STA. 221+55.95 TO 233+00.00 5 LYTLE CREEK RD - STA. 233+00.00 TO 240+28.85 6 FALCON RIDGE WAY - FROM EAGLES NEST WAY TO LYTLE CREEK ROAD 7 EAGLES NEST WAY - FROM FALCON RIDGE WAY TO TOSCANA LANE 8 TOSCANA LANE - FROM EAGLES NEST WAY TO LYTLE CREEK ROAD 9 STORM DRAIN IMPROVEMENTS O 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a s • -/ ■ III ■ I HFWj ._ -- si YTLE CREEK ROAD Z2'v- sm- - - ,a. w - - - -_ - - - SHEET 5 INDEX MAP SCALE: 1 "=100' CONSTRUCTION NOTES CN DESCRIPTION QUANTITY UNIT O CONSTRUCT 6.5" MIN AC ON 12" MIN COMPACTED NATIVE SOIL (95% COMPACTION) PER CITY OF FONTANA STD. NO. 400 43,290 SF O CONSTRUCT 4.5" MIN AC ON 12" MIN COMPACTED NATIVE SOIL (95% COMPACTION) PER CITY OF FONTANA STD. NO. 400 72,290 SF O3 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1000 2,950 LF ® CONSTRUCT 8' CROSS GUTTER PER CITY STD. PLAN NO. 403 700 SF O5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. 4 EA © CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1006 18,180 SF �7 INSTALL STREET LIGHT PER STREET LIGHT PLAN 11 EA ® CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 CASE A 1 EA O9 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002 940 SF 10 SAWCUT AND REMOVE EXISTING AC PAVEMENT 1,620 SF 11 REMOVE TELEPHONE POLE AND UNDERGROUND FACILITIES BY OTHERS 9 EA 1� CONSTRUCT TEMPORARY BARRICADE PER CITY STD. PLAN NO. 4000 80 LF 13 CONSTRUCT RIP -RAP BLANKET 1,800 SF 14 O TRENCH AND REMOVE EXISTING STORM DRAIN LATERAL THEN CONSTRUCT PCC CAP ON ABANDONED END PER DETAIL E/3 20 LF LEGEND BC BEGIN CURVE ECR END CURB RETURN FS FINISH SURFACE BVC BEGIN VERTICAL CURVE EL'Y EASTERLY G GAS LINE BCR BEGIN CURB RETURN EP EDGE OF PAVEMENT GB GRADE BREAK CB CATCH BASIN ESMT EASEMENT HP INT HIGH POINT INTERSECTION CL, C/L CENTERLINE ET EAST LP LOW POINT D/L DAYLIGHT EVC END VERTICAL CURVE LS LANDSCAPE EC END CURVE FL FLOW LINE LT LEFT SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WI1 H STANDARDS IN EFFECT. REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE QRpFESSlo p N L q! 4V A,�J F!Z � <,� N0. C 047255 z o Exp. 12/31/17 P r,T _ CIVIL n "'�Tf OF CAL\f EGOVIA L O DUNCAN CANYON ROAD z� PROJECT W TEF RA VISTA D . SITEz o a �P o 0f BEECH AVE SUMMIT P� AVE o 0 B �� F 0 G✓ P�� w aa Q 0 a o ` z w v Z) af U a w � z f w U V) Of N = w z w U (n m J = Q w HIGHLAND 210 AVE VICINITY MAP N.T.S. UNDERGROUND UTILITIES + STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE 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 AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE AGENCY OR THE ENGINEER. CITY OF FONTANA UTILITY NOTIFICATION LIST SOUTHERN CALIFORNIA EDISON COMPANY WEST VALLEY WATER CITY OF FONTANA SEWER 7951 REDWOOD AVE DISTRICT 8353 SIERRA AVE FONTANA, CA 92335 855 W. BASELINE AVE FONTANA, CA 92335 ATTN: JAIME AMESZCULA RIALTO, CA 92377 (909) 350-6632 (909) 357-6581 (909) 875-1804, ext 332 1 (909) 820-5598 UNDERGROUND ATTN: MR LON TSAI CON=CT CURB UFJENINC; CATCH 13ASIN PLH CIIY STD. PLAN NO. 51JU4. E30TTOM OF BOX TO HE POURED FLAT PER ELEVATION SHOWN ON PROFILE AND PER DETAIL H/2 (909) 820-5137 TRANSMISSIONS EA SOUTHERN CALIFORNIA GAS COMPANY (213) 637-1233 PIPELINES COMCAST (CABLE TV) 16231 VALLEY BLVD (909) 357-6589 DISTRIBUTION CONSTRUCT HEADWALL WING -TYPE PER CITY STD. PLAN NO. 3020. FONTANA, CA 92335 EA © ATTN: RICK REYER (800) 422-4133 1205 DUPONT AVE (909) 335-7508 PACIFIC BELL COMPANY ONTARIO, CA 91761 EMERGENCIES: (800) 427-2200 3939 E CORONADO ST (909) 390-4777 0055 13'64" ANAHEIM, CA 92807 ATTN: JACK HAYES INSTALL INFILTRATION TRENCH PER DETAIL B/3 (714) 666-5500 LF © ATTN: LARRY SIGNAIGO 28 LF 15 DEMOLISH AND REMOVE EXISTING C.S.P. INLET 4 EA 16 CONNECT TO EXISTING STORM DRAIN PIPE PER CITY STD. PLAN NO. 3025. 2 EA 1� INSTALL 24" R.C.P. D-1500 STORM DRAIN PIPE 156 LF 18 CONSTRUCT C.S.P. INLET MODIFIED TYPE V PER DETAIL A/3 1 EA 19 CON=CT CURB UFJENINC; CATCH 13ASIN PLH CIIY STD. PLAN NO. 51JU4. E30TTOM OF BOX TO HE POURED FLAT PER ELEVATION SHOWN ON PROFILE AND PER DETAIL H/2 4 EA t�0 INSTALL 18" R.C.P. D-2600 STORM DRAIN PIPE 200 LF 21 CONSTRUCT HEADWALL WING -TYPE PER CITY STD. PLAN NO. 3020. 1 EA © CONSTRUCT STREET NAME SIGN PER CITY STD. PLAN 4003 4 EA �3 GRIND AND OVERLAY PER DETAIL 1/2 3746 SF �5 CONSTRUCT METAL BEAM GUARD RAILING PER 2010 CALTRANS STD. PLAN A77A1 13'64" LF © INSTALL INFILTRATION TRENCH PER DETAIL B/3 474 LF © INSTALL 12" HDPE TO CONNECT INFILTRATION TRENCH PER DETAIL B/3 28 LF ® INSTALL 6" AC DIKE PER CITY STD. PLAN NO. 1007. 755 LF 2�9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003 CASE C 3 EA 30 INSTALL CONCRETE COLLAR PER CITY STD. PLAN NO. 3022 2 EA 31 INSTALL CANCRETE BACKFILL WITHIN STREET SECTION PER DETAIL J/2 190 SF 30 INSTALL 6" AC DIKE PER CITY STD. PLAN NO. 1007. PROVIDE 1' OPENING EVERY 50' 1490 LF NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. MVC MIDDLE OF VERTICAL CURVE NA NOT APPLICABLE NO NORTH PCC POINT OF COMPOUND CURVE PP POWER POLE PRC POINT OF REVERSE CURVE PROP PROPOSED I ' FUSCOE E N G I N E E R I N 6 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 tel 909.581 .0676 o fax 909.581.0696 o www.fuscc>e.com �- �& STEVEN L. ELLIS R.C.E. 47255 PVMT PAVEMENT TC TOP OF CURB R/W RIGHT OF WAY V VERTICAL DEPTH RT RIGHT WA WATER LINE S SEWER LINE WILY WESTERLY SD STORM DRAIN LINE WT WEST SL STREET LIGHT 1850.00 INDICATES EXISTING OR FUTURE ELEVATION SO SOUTH STA STATION 1850.00 INDICATES PROPOSED ELEVATION -25- Date DRAWN BY: DESIGNED BY: CHECKED BY: CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN ETIWANDA ELEMENTARY SCHOOL #13 5470 LYTLE CREEK FONTANA, CA 92336 BY: CITY ENGINEER /• tz. R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: SEPTEMBER, 2015 DWG. N0.: 5395 9