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Home My WebLink About2535-1CALTRANS NO. 22-E-95 BRASS DISK, LOCATED 484.83' SOUTH OF INTERSECTION OLEANDER & SOUTH HIGHLAND AVE ELEVATION 1497.1531 0 Fj F, m J.j . -OL S,,WER IMPROVE--- NF PLANS OWNER LARRY BONANNO 7493 FLINTLOCK CT. HIGHLAND, CA 92346 APN: 240 - 011 - 08, 099 109 33 i III I i it i i ISI I i t i I'I i � I I;I Lu w w z I'I U -i I! I 1111 it ii ! MH NO. 4 ms -MH NO. 3 i i c\j I NO. 1 INDEX MAP & FLOW CHART. SCALE: 1" = 120' SPEC I AL NOTES: 1. NO STREET CLOSURES SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL FROM THE CITY ENGINEER AND CITY TRAFFIC ENGINEER. 2. CITY MEMORANDUM DATED AUGUST 26, 1996, WITH REGARDS TO TRAFFIC CONTROL PLAN AND DETOUR PLAN SHALL BE CONSIDERED PART OF CONTRACT DOCUMENTS AND SHALL BE ATTACHED TO PROJECT SPECIFICA- TIONS AS AN APPENDIX. BASIS OF BEARING: CITY OF FONTANA DWG. NO. 2481, SOUTH HIGHLAND AVE. IMPROVEMENT PROJECT, SHEET 8, CENTERLINE OF SOUTH HIGHLAND AVE. = N 89' 52' 47" E. PRIVATE ENGINEERtS NOTES TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF 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 ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE/SHE 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 CITY, 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. Cr�1Q�]a� CIVIL ENGINEERING CONSULTANTS ENC/NEBR/NC - PLANNING - SURVEY/NC - CIV/LCADD SOFTWARE SUPPORT 680 S. iYATERA/AN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800 ITE AVE VICINITY IAP N. T. S. DESIGNED BY REVISIONS Engines city L L Y Approval_ Dotes Approwl 06th DRAWN BY AVC CI-ECKED BY BRH SCAI-I a AS NOTED L NY JOB No. 975507 DATE 2 SEPT 97 UTILITY NOTIFICATIONS: CITY OF FONTANA ATTN: CARLOS NAVARRO 8353 SIERRA AVENUE FONTANA, CA 92335 ( 909) 350-6632 SOUTHERN CALIFORNIA GAS COMPANY ATTN: DENNIS FREEMAN 1981 W. LUGONIA AVE. REDLANDS, CA. 92374 ( 909) 335-7547 EMERGENCIES: (800) 427-2200 SOUTHERN CAL. EDISON COMPANY 300 N. PEPPER STREET RIALTO, CA 92376 909 820-5598 -- UNDERGROUND 909 875-5100 -- TRANSMISSION 213 637-1233 -- PIPELINES 909 357-6223 -- DISTRIBUTION 800 422-4133 3" MAX. SIZE NATIVE- SOIL ATIVE- SOIL COMPACTED TO 95% 6" MIN. 10" MAX. 6" MAX. SIZE NATIVE - SOIL COMPACTED TO 902 6" MIN. 10" MAX. PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E. CORONADO STREET ANAHEIM, CA 92807 ( 714) 666-5467 UNDERGROUND SERVICE ALERT ( 800) 422-4133 COMCAST ( CABLE TV ) ATTN: JACK HAYES 1205 DUPONT AVE. ONTARIO, CA. 91761 ( 909) 390-4738 GENERAL TELEPHONE CO. ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91766 ( 800) 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL J. MCGRAW 8440 NUEVO AVE. FONTANA, CA. 92235 822-201 FAX: ( 909) 2823-5046 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 902 LESS THAN 10' DEEP N. T. S. 3" MAX. SIZE NATIVE SOIL COMPACTED TO 952 10" MAX. � � fi0" MM X. 6" MAX. SIZE NAT1VE- SOIL COMPACTED TO 902 10' OR DEEPER KT.S. NOTE: EXISTING ASPHALT PAVEMENT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF FONTANA STANDARD DETAIL NO. 131. TACE 200-1.2( A) SIEVE SIZE GENERAL NOTES: 1 112- /2"3/4" 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD 3/4" SPECIFICATIONS DATED 1975 INCLUDING LATEST REVISIONS, AND 1/2" STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, 1997 3/8" EDITION. NO. 4 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF NO. 8 FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK ASTM C 131 TEXT GRADING WITHIN THE PUBLIC RIGHT OF WAY IN THE CITY LIMITS. 3. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P). VITRIFIED CLAY PIPE SHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM, DESIGNATION: C700-89 "STANDARD SPECIFICATION FOR VITRIFIED CLAY PIPE. EXTRA STRENGTH, STANDARD STRENGTH, AND PERFORATED" AND TO THE SPECIFICATIONS ENTITLED "VITRIFIED CLAY PIPE, MATERIALS SECTION" PUBLISHED BY THE CLAY PIPE INSTITUTE. WHERE PROVISIONS OF THESE SPECIFICATIONS ARE IN CONFLICT, THE MORE RESTRICTIVE PROVISION SHALL APPLY. 4. THE MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA STANDARD DETAIL 112. CONCRETE FOR BASE SLAB SHALL BE CLASS 560-B-3250. STANDARD MANHOLE FRAME AND COVER REINFORCED CONCRETE COLLAR -PER CITY OF FONTANA STANDARD DETAIL 109. 5. ALL STATIONING REFERS TO STREET CENTERLINE, UNLESS OTHERWISE NOTED. 6. ELEVATIONS SHOWN ON PROFILE AS TOP OF MANHOLE (RIM) ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING. 7. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE, TO BE PAID FOR BY PROPERTY OWNER. 8. SHORT STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT THE MANHOLE WALLS TO ABSORB MINIMAL DEFLECTION. 9. 6" V.C.P. HOUSE SEWER LATERALS AND LATERAL HOUSE CLEANOUTS SHALL BE PER CITY OF FONTANA STANDARD DETAIL 125. TERMINATE ALL HOUSE SEWER LATERALS 3'INSIDE THE FRONT PROPERTY LINE WITH A PLUG, PER CITY OF FONTANA STANDARD DETAIL NO. 125. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN ON THESE PLANS OR NOT, WITHIN AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. "AS BUILT" PLANS SHALL BE PROVIDED TO THE ENGINEER OF RECORD BY THE CONTRACTOR. THE ENGINEER OF RECORD SHALL PROVIDE "RECORD DRAWINGS" TO THE CITY PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. 13. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF ALL LATERALS. A PAINTED 2" x 4" SHALL BE PLACED AT PROPERTY LINE WHERE NO CURB EXISTS TO INDICATE LATERAL LOCATION. 14. THE CONTRACTOR SHALL PROVIDE THE TERMINAL CLEANOUT AT THE END OF THE BOUNDARY IF THE SEWER CONSTRUCTION WILL BE DONE IN SEVERAL PHASES. SEE CITY OF FONTANA STANDARD DETAIL 128 FOR SEWER TERMINAL CLEANOUT. 15. ALL 6" V. C. P. HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISION FOR ADEQUATE WATERING DURING THE CONSTRUCTION PROCESS, AND PROVI- SIONS FOR CONTINUANCE OF DUST CONTROL UNTIL SUCH TIME THAT ALL CONSTRUCTION ACTIVITIES HAVE STOPPED AND THE FINISH SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION SO THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 17. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLAN OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR IN THE STATE OF CALIFORNIA. SURVEY MONUMENTS WHICH ARE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY THE REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT ^V MAY BE EXPECTED. 19. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CAL/OSHA. 20. THE SEWER LINE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH - THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE CITY RESERVES THE RIGHT TO VIDEO THE LINE AT ANY STAGE OF THE CONSTRUCTION. 21. IF LATERALS ARE PLACED UNDER DRIVEWAYS, USE SEWER CLEANOUT PER CITY OF FONTANA STANDARD N0. 125A. 22. ALL SEWER WORK SHALL BE SUBJECT TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA PUBLIC HEALTH DEPARTMENT MEMO TITLED __. "SEPARATION OF SEWER AND WATER MAINS'. BENCN MARK: Al CALTRANS NO. 22-E-95 BRASS DISK, LOCATED 484.83' SOUTH OF INTERSECTION OLEANDER & SOUTH HIGHLAND AVE ELEVATION 1497.1531 0 Fj F, m J.j . -OL S,,WER IMPROVE--- NF PLANS OWNER LARRY BONANNO 7493 FLINTLOCK CT. HIGHLAND, CA 92346 APN: 240 - 011 - 08, 099 109 33 i III I i it i i ISI I i t i I'I i � I I;I Lu w w z I'I U -i I! I 1111 it ii ! MH NO. 4 ms -MH NO. 3 i i c\j I NO. 1 INDEX MAP & FLOW CHART. SCALE: 1" = 120' SPEC I AL NOTES: 1. NO STREET CLOSURES SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL FROM THE CITY ENGINEER AND CITY TRAFFIC ENGINEER. 2. CITY MEMORANDUM DATED AUGUST 26, 1996, WITH REGARDS TO TRAFFIC CONTROL PLAN AND DETOUR PLAN SHALL BE CONSIDERED PART OF CONTRACT DOCUMENTS AND SHALL BE ATTACHED TO PROJECT SPECIFICA- TIONS AS AN APPENDIX. BASIS OF BEARING: CITY OF FONTANA DWG. NO. 2481, SOUTH HIGHLAND AVE. IMPROVEMENT PROJECT, SHEET 8, CENTERLINE OF SOUTH HIGHLAND AVE. = N 89' 52' 47" E. PRIVATE ENGINEERtS NOTES TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF 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 ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE/SHE 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 CITY, 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. Cr�1Q�]a� CIVIL ENGINEERING CONSULTANTS ENC/NEBR/NC - PLANNING - SURVEY/NC - CIV/LCADD SOFTWARE SUPPORT 680 S. iYATERA/AN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800 ITE AVE VICINITY IAP N. T. S. DESIGNED BY REVISIONS Engines city L L Y Approval_ Dotes Approwl 06th DRAWN BY AVC CI-ECKED BY BRH SCAI-I a AS NOTED L NY JOB No. 975507 DATE 2 SEPT 97 UTILITY NOTIFICATIONS: CITY OF FONTANA ATTN: CARLOS NAVARRO 8353 SIERRA AVENUE FONTANA, CA 92335 ( 909) 350-6632 SOUTHERN CALIFORNIA GAS COMPANY ATTN: DENNIS FREEMAN 1981 W. LUGONIA AVE. REDLANDS, CA. 92374 ( 909) 335-7547 EMERGENCIES: (800) 427-2200 SOUTHERN CAL. EDISON COMPANY 300 N. PEPPER STREET RIALTO, CA 92376 909 820-5598 -- UNDERGROUND 909 875-5100 -- TRANSMISSION 213 637-1233 -- PIPELINES 909 357-6223 -- DISTRIBUTION 800 422-4133 3" MAX. SIZE NATIVE- SOIL ATIVE- SOIL COMPACTED TO 95% 6" MIN. 10" MAX. 6" MAX. SIZE NATIVE - SOIL COMPACTED TO 902 6" MIN. 10" MAX. PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E. CORONADO STREET ANAHEIM, CA 92807 ( 714) 666-5467 UNDERGROUND SERVICE ALERT ( 800) 422-4133 COMCAST ( CABLE TV ) ATTN: JACK HAYES 1205 DUPONT AVE. ONTARIO, CA. 91761 ( 909) 390-4738 GENERAL TELEPHONE CO. ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91766 ( 800) 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL J. MCGRAW 8440 NUEVO AVE. FONTANA, CA. 92235 822-201 FAX: ( 909) 2823-5046 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 902 LESS THAN 10' DEEP N. T. S. 3" MAX. SIZE NATIVE SOIL COMPACTED TO 952 10" MAX. � � fi0" MM X. 6" MAX. SIZE NAT1VE- SOIL COMPACTED TO 902 10' OR DEEPER KT.S. NOTE: EXISTING ASPHALT PAVEMENT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF FONTANA STANDARD DETAIL NO. 131. TACE 200-1.2( A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112- /2"3/4" 3/4" 100 1/2" 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEXT GRADING 9 CONSTRUCTION NOTES: QUANTITIES: 0 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. DETAIL 109, 112, & 114. 5 EACH (D CONSTRUCT 8" V. C. P. SEWER MAIN ( EXTRA STRENGTH W/COMPRESSION JOINTS). 1206 L I NEAR FEET D CONSTRUCT 6" DIA. (EXTRA STRENGTH) V.C.P. SEWER LATERAL WITH PLUG PER 10 EACH CITY OF FONTANA STANDARD DETAIL 125. REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT PER CITY OF FONTANA 3500 SQUARE FEET STANDARD DETAIL 131. (D INSTALL 8" V. C. P. PLUG 2 EACH SAWCUT TO NEAT CLEAN EDGE 640 LINEAR FEET NOTE: ASPHALT QUANTITY IS SUBJECT TO CHANGE IF SEWER LATERALS ARE CONSTRUCTED AFTER CONSTRUCTION OF SOUTH HIGHLAND AVE. CITY OF FONTANA, CALIFORNIA y� SCALE: SEWER IMPROVEMENT PLANS As NOTED -0432AS T I T L E SHEET DATE: I � 3216 jDATE Z SEPT 1997 I APPROVED: BRW. N0. OF CAl.t€�CITY ENGINEER RCE 25126 DATE 2535 SHEET 1 OF 3