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Home My WebLink About4825-1GENERAL 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, ENGINEER 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 LIMTfED 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 OPERATE ANY ARE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPIATE 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 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 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 OR RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 37. ALL CATCH BASIN COVERS/GRATES SHALL BE TRAFFIC RATED. BENCHMARK: CHISELED SQUARE IN WEST CURB RETURN N.W. CORNER SLOVER & CITRUS AVENUE ELEV = 1067.73 BASIS OF BEARINGS: THE CENTERLINE OF JUNIPER AVENUE SHOWN AS N 00'12'52" W, PER CITY OF FONTANA, PARCEL MAP NO. 4778, RECORDED IN BOOK 63, PAGES 23-24, INCLUSIVE, OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY. PREPARED BY: 18 TECHNOLOGY, SIE 1% CONSULTING, INC. wm4F- �'I� 9" CIVIL ENGINEERING F. 949 -m -w LAND PLANNING & SURVEYING WWW.CVC-1NC24EI' CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN II I II II II PARCEL MAP 18963 C C F "t -Ft 77t II . . . . . . 37 II 1 30" RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK STDS.. . . . . . . . . . II 1 II 1 - 1 II ( 1 L.F. II 1 II 1 II II ELECTRICITY 1 EA II II 1 - - - II 1 DISTRIBUTION PLANNING II I SIDEWALK 1 II EA FL INSTALL 24" RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK .STDS.. . . . . . . . . . 1 "�I - - (S) EXISTING \ PHONE: (909) 357-6221 R I - EXISTING WATER LINE CONTACT: JOHN RUSSELL - - - - - - - EXISTING 1 T --(GHP)- - EXISTING GAS LINE I 1 I INSTALL 2' WIDE x 1' HIGH PRECAST RCB PER CALTRANS STD D80 FOR H2O AND . . DISTRIBUTION PLANNING LF 1 II 16231 VALLEY BOULEVARD 1 II II I II 1 II ( 1 II 1 II 1 PARCEL MAP 18963 C C F "t -Ft 77t I I I� UNC ,b, s HOLD HARMLESS AND INDEMNIFICATION CLAUSE F I u so APN: 251-061-04 TRAGI NO. 4257 MB 55/63-64 Ic APN: 251-034-35 OWNER FONTANA HOUSING AUTHORITY 8492 WHEELER AVENUE FONTANA, CA 92335 SHEET INDEX: VKVM MAP NTS RELATED CALIFORNIA 18201 VON KARMAN AVE., SUITE 900 IRVINE, CA 92612 CONTACT: LIME TAKANO P: (949) 660-7272 F: (949) 660-7273 1 TITLE SHEET 2 STORM DRAIN LINE "A" PLAN AND PROFILE 3 STORM DRAIN LINE "B" , -C" AND "D" PLAN AND PROFILE 4 DETAILS II . . . . . . 37 L.F. (D -INSTALL 30" RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK STDS.. . . . . . . . . . . . . . . . 59 II - CENTER ( 1 L.F. II 1 II PROPERTY LINE ELECTRICITY 1 EA CONNECTION TO EXISTING STORM DRAIN MANHOLE. . . . . . . . . . . . . . . . . . . . . SOUTHERN CALIFORNIA EDITON CO. - - - - EXISTING CURB AND GUTTER DISTRIBUTION PLANNING 1 I I SIDEWALK I EA FL INSTALL 24" RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK .STDS.. . . . . . . . . . II - - (S) EXISTING \ PHONE: (909) 357-6221 I I I� UNC ,b, s HOLD HARMLESS AND INDEMNIFICATION CLAUSE F I u so APN: 251-061-04 TRAGI NO. 4257 MB 55/63-64 Ic APN: 251-034-35 OWNER FONTANA HOUSING AUTHORITY 8492 WHEELER AVENUE FONTANA, CA 92335 SHEET INDEX: VKVM MAP NTS RELATED CALIFORNIA 18201 VON KARMAN AVE., SUITE 900 IRVINE, CA 92612 CONTACT: LIME TAKANO P: (949) 660-7272 F: (949) 660-7273 1 TITLE SHEET 2 STORM DRAIN LINE "A" PLAN AND PROFILE 3 STORM DRAIN LINE "B" , -C" AND "D" PLAN AND PROFILE 4 DETAILS J . fflI - -(T)- EXISTING TELEPHONE LINE FONTANA A, 92335 - -(E)- - EXISTING ELECTRIC LINE PHONE: (909) 428-8411 CONTACT: GREG GASPER EXISTING VALVE _ EXISTING MANHOLE FONTANA WATER COMPANY J. 8440 NUEVO AVENUE FIRE HYDRANT FONTANA CA, 92334 - � - - PHONE: (909) 882-2201 -----------------------� STREET LIGHT - _T - -- I ------------- I CITY OF FONTANA 8353 SIERRA AVENUE P 0 BOX 518 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 OWNER, THE CITY OF FONTANA, AND 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, THE CITY OF FONTANA, OR THE ENGINEER. CML ENGINEER'S NOTICE TO CONTRACTOR: 1. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING AGENCY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). 2. CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER THAN NOTED ON PLAN, CONTRACTOR TO CONTACT DESIGN ENGINEER FOR POSSIBLE REDESIGN. IF REDESIGN IS UNFEASIBLE, CONTRACTOR TO RELOCATE UTILITY AT NO EXPENSE TO ENGINEER. EXISTING UNDERGROUND UTILITIES AND STRUCTURES: 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 UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF NOT RECORD OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. TOLL FREE -qm�-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LOCATION MAP SCALE:1 "=50' QUANTITIES 1(�- - LEGEND . . . . . . 37 L.F. (D -INSTALL 30" RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK STDS.. . . . . . . . . . . . . . . . 59 UTILITY PURVEYORS: - CENTER LINE L.F. - - PROPERTY LINE ELECTRICITY EA EA CONNECTION TO EXISTING STORM DRAIN MANHOLE. . . . . . . . . . . . . . . . . . . . . SOUTHERN CALIFORNIA EDITON CO. - - - - EXISTING CURB AND GUTTER DISTRIBUTION PLANNING EA EXISTING SIDEWALK 7951 REDWOOD AVENUE EA FL INSTALL 24" RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK .STDS.. . . . . . . . . . FONTANA, CA 92335 - - (S) EXISTING SEWER LINE PHONE: (909) 357-6221 - -(W)- - EXISTING WATER LINE CONTACT: JOHN RUSSELL - - - - - - - EXISTING STORM DRAIN LINE GAS --(GHP)- - EXISTING GAS LINE SOUTHERN CALIFORNIA GAS CO. MINIMUM 11 INSTALL 2' WIDE x 1' HIGH PRECAST RCB PER CALTRANS STD D80 FOR H2O AND . . DISTRIBUTION PLANNING LF DEAD LOAD SPECIFICATIONS FOR 10' OR LESS COVER. SEE TYPICAL SECTION, SHT 4. 16231 VALLEY BOULEVARD J . fflI - -(T)- EXISTING TELEPHONE LINE FONTANA A, 92335 - -(E)- - EXISTING ELECTRIC LINE PHONE: (909) 428-8411 CONTACT: GREG GASPER EXISTING VALVE _ EXISTING MANHOLE FONTANA WATER COMPANY J. 8440 NUEVO AVENUE FIRE HYDRANT FONTANA CA, 92334 - � - - PHONE: (909) 882-2201 -----------------------� STREET LIGHT - _T - -- I ------------- I CITY OF FONTANA 8353 SIERRA AVENUE P 0 BOX 518 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 OWNER, THE CITY OF FONTANA, AND 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, THE CITY OF FONTANA, OR THE ENGINEER. CML ENGINEER'S NOTICE TO CONTRACTOR: 1. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING AGENCY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). 2. CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER THAN NOTED ON PLAN, CONTRACTOR TO CONTACT DESIGN ENGINEER FOR POSSIBLE REDESIGN. IF REDESIGN IS UNFEASIBLE, CONTRACTOR TO RELOCATE UTILITY AT NO EXPENSE TO ENGINEER. EXISTING UNDERGROUND UTILITIES AND STRUCTURES: 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 UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF NOT RECORD OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. TOLL FREE -qm�-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LOCATION MAP SCALE:1 "=50' QUANTITIES 1(�- - INSTALL 18" RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK STDS.. . . . . . . . . . . . . . . . 37 L.F. (D -INSTALL 30" RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK STDS.. . . . . . . . . . . . . . . . 59 L.F. 3� INSTALL 48" RCP PIPE; D -LOAD PER PROFILE. TRENCH PER PER GREENBOOK SIDS .. . . . . . . . . . . . . 95 L.F. 4_ CONSTRUCT MANHOLE PER CITY OF FONTANA STD. NO. 3012 . . . . . . . . . . . . . . 2 EA EA CONNECTION TO EXISTING STORM DRAIN MANHOLE. . . . . . . . . . . . . . . . . . . . . . . . . . . 1 EA ECR CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. NO. 3004. . . . . . . . . . . . . . . . . . . . . 4 EA 7a- CONSTRUCT MANHOLE PER CITY OF FONTANA STD. NO. 3013. . . . . . . . . . . . . . . . . . . . . . . . 2 EA FL INSTALL 24" RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK .STDS.. . . . . . . . . . . . . . 320 LF 90 - INSTALL RCP TO RCB TRANSITION STRUCTURE IN THE LOCATION SHOWN . . . . . . . . . . . . . . . . . . 10 LF HP AND PER SPPWC STANDARD 342-1, T=4", ANGLE -5.42'38". SEE SHEET 4. ID INSIDE DIAMETER 10 INSTALL 5' WIDE x 2.5' HIGH PRECAST RCB PER CALTRANS STD D80 FOR H2O AND . . . . . . . . 83 LF LT DEAD LOAD SPECIFICATIONS FOR 10' OR LESS COVER. SEE TYPICAL SECTION, SHT 4. MIN MINIMUM 11 INSTALL 2' WIDE x 1' HIGH PRECAST RCB PER CALTRANS STD D80 FOR H2O AND . . . . . . 8 LF DEAD LOAD SPECIFICATIONS FOR 10' OR LESS COVER. SEE TYPICAL SECTION, SHT 4. FONTANA CA, 92335 PHONE: (909) 350-6632 AB AGGREGATE BASE AC ASPHALTIC CONCRETE BC BEGIN CURVE BCR BEGIN CURB RETURN CL CENTER LINE CB CATCH BASIN CSP CORRUGATED STEEL PIPE DW DOMESTIC WATER EA EACH EC END CURVE ECR END CURB RETURN E'LY EASTERLY EX EXISTING FG FINISHED GRADE FL FLOW LINE FNC TOP OF FENCE FS FINISHED SURFACE FW FIRE WATER HP HIGH POINT ID INSIDE DIAMETER INV INVERT JS JUNCTION STRUCTURE LT LEFT MIN MINIMUM MISC MISCELLANEOUS MH MANHOLE SHOULD CONSTRUCTION OF THE REQUIRED fESS Prepared Under The Supervision or Q40/ON IMPROVEMENTS NOT COMMENCE WITHIN TWO ��o W. YEARS OF THE DATE OF APPROVAL SHOWN HEREON~� y � '� DRAWN BY: AND CARRIED FORTH IN A DILIGENT MANNER, THE > No. 335 0 :j DSK � 6/30/2010 * DESIGNED BY: CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. CIVIDSK �E1/ CV- t% 0e/4W INhS 3/Zp13 L 3 PLANS TO BRING THEM INTO CONFORMANCE WITH �� OF CA1.\F0Date -&-Io CHECKED BY: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. INCENT W SCARP TI P.E. 33520 l-", VS Ate► 00MMLHCA1K*0 1260 DUPONT STREET ONTARIO, CA 91761 PHONE: (909) 390-4738 CONTACT: LEWIS MCDONALD MARKS CAMBIUM* FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT 4240 HALLMARK PARKWAY SAN BERNARDINO, CA 92407 PHONE: (909) 880-0220 CONTACT: JOE DEARMAN VEIIZON CALFORNIA. WC. - 13911 PARK AVENUE SUITE 200 VICTORVILLE, CA 92392-2407 PHONE: (760) 245-0846 CONTACT: IVAN ROBIDOUX ALTEL. W.: FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 TULSA, OK 74121 PHONE: (918) 588-3397 PHONE: (909) 947-9441 (LOCAL CONTACT) LOCAL CONTACT: JERRY KENNEDY NTY NORTHERLY N NORTH NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PCC PORTLAND CEMENT CONCRETE R RADIUS RCP REINFORCED CONCRETE PIPE RT RIGHT RW RECLAIMED WATER R/W RIGHT OF WAY S SOUTH SD STORM DRAIN SF SQUARE FEET STY SOUTHERLY SS SANITARY SEWER STA STATION STD STANDARD TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TRW TOP OF RET. WALL TS TOP OF SLOPE TYP TYPICAL W/ WEST/WITH W WITH WILY WESTERLY C I O F FO NTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN FI187jb3 SCALE: STORM DRM WRQ PLAN AS SHOWN DATE: 11/20/09 APPROVED BF(: DRAWING NO.: 1 DA� 'Z�'•�o CITY ENGINEER 11 4825 4