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Home My WebLink About3494-11. 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 SHAD. 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 SHALT. 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. S. 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 CML 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 ESTABUSHED 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 11MES 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 BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL AF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING 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 'Sr 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. w 3 z x Y1�4 k 1 r i Aft AOft Imm, am 1mm = AM7 v �< A Ar�IL L L=grm I'mmm"m HE MAW Ampm'qa F -. q ALDER AVE. 52' 44' 12' 32' F 32' LEGEND --�r -- ----ter -- EXISTING EDGE OF PAVEMENT (619)868-6040 UNDERGROUND SERVICE ALERT (800)227-2600 A 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV REVISION DE9WT10Nµ__�__ ... DATE ENGR. CITY OATS H=10 Vr N.T.S 77410.0 12' TYPICAL ABBREVIATIONS A PT ANGLE POINT X --- EXIST. CHAINLINK FENCE AC ASPHALT CONCRETE LAT EXIST. CURB & GUTTER CITY OF FONTANA UTILITY NOTIFICATI N LIST LT EFT 1 EA WORKS ASSOCIATION LP W - - EXISTING WATER LINE CITY OF FONTANA PACIFIC BELL CO. BCR BEGIN CURB RETURN MH ATTIC: CARLOS NAVARRO ATTN.: VIRGINIA BECKER. Sp EXISTING STORM DRAIN 8353 SIERRA AVENUE 3939 E. CORONADO STREET PL PROPERTY LINE CB FONTANA, CA 92335 ANAHEIM, CA 92807 POINT OF REVERSE CURVE CF CURB FACE (909)350-6632 (714)666-5467 S - -- EXISTING SEWER UNE SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) CENTERLINE R= RADIUS ATTN.: GREG GASPAR ATTN.: JACK HAYES _ G- EXISTING GAS LINE 16231 VALLEY BLVD. 1205 DUPONT AVENUE REINFORCED CONCRETE PIPE CTV CABLE TELEVISION FONTANA, CA 92335 ONTARIO, CA. 91761 T -- EXISTING TELEPHONE UNE RIGHT-OF-WAY (909)390-4738 DRIVEWAY S SEWER LINE M EMERGENCIES: ELECTRICAL SCG SOUTHERN CALIFORNIA GAS COMPANY EC END CURVE GENERAL TELEPHONE COMPANY E - EXISTING EDISON UNE SO. CALIFORNIA EDISON COMPANY ATTN.: STEVE HOCK ELEV ELEVATION SHT. 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. �(1350.00 NG STA �TTa►N FONTANA, CA 92335 ONTARIO, CA 91766 1350.00 FS SE ELEVA11 N - UNDERGROUND (800)422-4133 SIDEWALK FF FINISH FLOOR 909)875-5100 - TRANSMISSIONS TOP OF BERM, FG FINISH GRADE TC 1909)820-5598 213)637-1233 - PIPELINES FONTANA WATER COMPANY FIRE HYDRANT TF TOP OF FOOTING 909)357-6233 - DISTRIBUTION ATTN.: MICHAEL J. McGRAW TG TOP OF GRATE FPS 800)422-4133 8440 NUEVO AVENUE TOP OF WALL FS FINISH SURFACE TYP FONTANA, CA 92335 G GAS LINE U.P.R.R. CRAWFORD CANYON MUTUAL WATER CO. (909)822-2201 GRADE BREAK W= WIDTH ATTN.: BILL VANDERKIEFT, JR. FAX: (909)823-5046 W WATER LINE GTE (619)868-6040 UNDERGROUND SERVICE ALERT (800)227-2600 A 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV REVISION DE9WT10Nµ__�__ ... DATE ENGR. CITY OATS H=10 Vr N.T.S 77410.0 12' TYPICAL ABBREVIATIONS A PT ANGLE POINT INV INVERT AC ASPHALT CONCRETE LAT OTERAL APWA AMERICAN PUBLIC LT EFT 1 EA WORKS ASSOCIATION LP LOW POINT BC BEGIN CURVE MED MEDIAN BCR BEGIN CURB RETURN MH MANHOLE BN BENCH MARK PCC POINT OF COMPOUND CURVE C.H. CATCH BASIN PL PROPERTY LINE CB CURB PRC POINT OF REVERSE CURVE CF CURB FACE P.C.C. PORTLAND CEMENT CONCRETE CFS CUBIC FEET PER SECOND Q FLOW (CFS) (L CENTERLINE R= RADIUS CMP CORRUGATED METAL PIPE RC RELATIVE COMPACTION CONC CONCRETE RCP REINFORCED CONCRETE PIPE CTV CABLE TELEVISION RT RIGHT DA DRIVE APPROACH R/W RIGHT-OF-WAY D/W DRIVEWAY S SEWER LINE E ELECTRICAL SCG SOUTHERN CALIFORNIA GAS COMPANY EC END CURVE SD SfbkM DRAIN ECR END CURB RETURN S.F.P.P. ��1iNV7 t54 FE PACIFIC PIPELINE PARTNERS ELEV ELEVATION SHT. EP EDGE OF PAVEMENT STA �TTa►N EV ELECTRICAL VAULT ST. STA. STREET STAMN EXIST. EXISTING S/W SIDEWALK FF FINISH FLOOR TB TOP OF BERM, FG FINISH GRADE TC TOP OF CURB FH FIRE HYDRANT TF TOP OF FOOTING FL FLOWLINE TG TOP OF GRATE FPS FEET PER SECOND TW TOP OF WALL FS FINISH SURFACE TYP TYPICAL G GAS LINE U.P.R.R. UNION PACIFIC RAILROAD COMPANY GB GRADE BREAK W= WIDTH GM GAS METER W WATER LINE GTE GENERAL TELEPHONE WM WATER METER GTR. GUTTER WV WATER VALVE GV GAS VALVE X VELOCITY (FPS) HP HIGH POINT (6' W) EXISTING UTITITY CONSTRUCTION NOTESI Ol CONSTRUCT 6.5' MIN. AC OVER 12' COMPACTED NATIVE MATERIAL (95X) O CONSTRUCT 4' P.C.C. SIDEWALK PER CITY STD.1015 O CONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN 1005 O4 CONSTRUCT 8' CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1003 O SAWCUT AND REMOVE EXISTING AC 6� EXTEND EXISTING 4' SEWER LATERAL (REFER TO GRADING PLAN) O7 CONSTRUCT V COPPER WATER SERVICE PER FONTANA WATER COMPANY STD. DWG. NO. 3-C (REFER TO GRADING PLAN) 72 SF 288 SF 165 SF 72 LF 72 SF 14 LF 1 EA -------- P.U. EASEMENT --- - -- CENTER LINE SHEET INDEX ----- - - -- EXISTING R/W 9MIT N 9 DESCREPTION TITLE SHEET 1 VICINITY MAP, CONST. NOTES, GENERAL NOTES, UTILITIES, --- - - -®- PROPOSED R/W LEGEND, TYPICAL ABBREVIATION, TYP. SECTION ALDER AVENUE 2 STATION 04+99.71 TO STATION 05+71.71 PLAN AND PROFILE PROPOSED CURB & GUTTER AND CONST. DETAIL. BENCH MARK: CITY OF FONTANA BASIS OF BEARING: BENCH MARK ID T2 CENTERLINE OF ALDER AVENUE DESCRIPTION : AALLDDER 't McWethy 'X' AS RECORDED PER MAP OF TRACT NO. 3825, ON EAST CURB ALDER OPPOSITE MB 49/50-51. INTERSECTION ELEVATION: 1330.48 BEARING = NOd 12' 00' W SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO PROPOSED EDGE OF PAVEMENT MILLER AVE. PROPOSED BLOCK WALL _1350- EXISTING CONTOUR ELEVATION PROPOSED CONTOUR ELEVATION '�'.. EXISTING CONCRETE � PROPOSED CONCRETE ® CONSTRUCT AC PAVEMENT ® SAWCUT AND REMOVE EXISTING PAVEMENT PER DETAIL ON SHT 2. BENCH MARK: CITY OF FONTANA BASIS OF BEARING: BENCH MARK ID T2 CENTERLINE OF ALDER AVENUE DESCRIPTION : AALLDDER 't McWethy 'X' AS RECORDED PER MAP OF TRACT NO. 3825, ON EAST CURB ALDER OPPOSITE MB 49/50-51. INTERSECTION ELEVATION: 1330.48 BEARING = NOd 12' 00' W SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO SITE VICINITY MAP N.T.S. ENGINEERING CIVIL • STRU(TURAL • SURVEYING • GEO TECHNICAL Prepared Under The Superyision 14543 Boots lane ZEXP. Fontana, Ca 92336YEARS OF THE DATE OF APPROVAL SHOWN HEREONlig AND CARRIED FORTH IN A DILIGENT MANNER, THE O 4SM3 Phone: (909) 217-2514 STREET IAPROVEMENTS ITY ENGINEER MAY REQUIRE REVISIONS TO 9/30/04 Fa :909) 899. OS 7908 W AVENUE ' i��wvm� �cvwviw iv inc PLANS TO BRING THEM INTO CONFORMANCE WITH�'�� STANDARDS IN EFFECT. !t- js 128 aol.com J r 07/01/03 Date : IZ. 10 J.CANU11 R.C.E. 48883 EXP. DATE:9/30/04 7 ENG1 EE D I �� 3494 2 MILLER AVE. � a a a � FAIRFAX ST. FAIRVIEW RD. MALAG40T. a - MALAGA ST. MCWET a z FMTAII I Al SITE VICINITY MAP N.T.S. ENGINEERING CIVIL • STRU(TURAL • SURVEYING • GEO TECHNICAL Prepared Under The Superyision 14543 Boots lane ZEXP. Fontana, Ca 92336YEARS OF THE DATE OF APPROVAL SHOWN HEREONlig AND CARRIED FORTH IN A DILIGENT MANNER, THE O 4SM3 Phone: (909) 217-2514 STREET IAPROVEMENTS ITY ENGINEER MAY REQUIRE REVISIONS TO 9/30/04 Fa :909) 899. OS 7908 W AVENUE ' i��wvm� �cvwviw iv inc PLANS TO BRING THEM INTO CONFORMANCE WITH�'�� STANDARDS IN EFFECT. !t- js 128 aol.com J r 07/01/03 Date : IZ. 10 J.CANU11 R.C.E. 48883 EXP. DATE:9/30/04 7 ENG1 EE D I �� 3494 2