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Home My WebLink About4324-1lLffIAL.H "T'L: 1 ALL WORK SHALL BE �N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUDLIC WORKS CONSTRUCTION ("GREEN eOOK"). 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, 1 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4, ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5� 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. 6� 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, 7, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES, & 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. 9. 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. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11 � THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE TIdE 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 CONTRACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION, 12. 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, 13. 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, 14� STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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 19. ADEQUATE WATERING, AT ALL. TIMES. 20� 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, 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. 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. 23. 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. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRF-FE. 25, NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS, 27, IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY, 2& 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 OR STREETS, 30� APPROVED SOILS STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31 � ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING, 31 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 31 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 3k MINIMUM D -LOAD FOR ALL. RCP IS 1350. 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND FC=6000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND, 18260 1P,IPROVEMENT PLANS 0 1: 1 SLOPE OR FLAXTER OR ADEQUATE SHORING GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1- MAX. SIZE). 0 N, W m INDEX -MA,P 1 " -_-, 100, 5" ml fit Z m k -z - STORM DRAIN PIPE GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING, TRENCH DETAIL NOT TO SCALE NOTES; 1� 'FRENCH WIDTIi SHALL- BE CONTROLLED 4. COMPACTIOI� SHALL BE 90% IN ALL TO TOP OF' PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED, 2. TRENCH DEPTHS OF' GREATER THAN 5' TRENCH STABILITY SHALL. CONFORM SHALL 11AVE ADEQUATE SHORING. TO (,'.AL--OSFiA REQUIREMENTS. 3. CLASS It AGG.BASE ALL TRENC11ES LESS THAN 100' IN LENGTH. IN "M�7 -VICINITY--MAP 1 "-2000' r0t\j�ZTPHrTlnKl Klf)Tl7cZ nTV GRIND 0.10 FT MIN. EXISTING 5' MIR PAVEMENT AND BLEND OVERLAY/AC PAVEMENT UMIT Of AC PAVEWNT PER PLAN ---NEW PAVEMENT ftx)w Ati Exwm OWNER/DEVELOPER: CRESI"WOOD CORPORATION 0 CONSTRUCT 510 WEST CITRUS EDGE STREET' LEGEND 02 GLENDORA, CA 91740 RCP - D LOAD PER PROFILE 210 LF (PAD=) INDICATES EXISTING ROUGH GRADE PAD ELEVATION KEVIN KENT INSTALL 30" RCP - D LOAD PER PROFILE 5 4 LF 626.914,1943 CIVIL ENGINEER: ENCOMPASS ASSOCIATES, INC. FL. FLOW LINE 5699 COUSINS PLACE RANCHO CUCAMONGA, CA 91737 AARON SKEERS 909.684-0093 UTILITY CONTACT NUMBERS SANITARY SEWER AND CITY OF FONTANA STORM DRAINS 8353 SIERRA AVENUE 909350�6632 FONTANA, CA 92335 WATER FONTANA WATER COMPANY MICHAEL MCGRAW 8440 NUEVO AVENUE 909.822.2201 FONTANA, CA 92335 ELECTRIC SOUTHERN CALIFORNIA EDISON 909.820,5598 UNDERGROUND 7951 REDWOOD AVENUE 909.875.5100 TRANSMISSION FONTANA, CA 92335 213.63T 123"1 PIPELINES 909357.6233 DISTRIBUTION NATURAL GAS SOUTHERN CALIFORNIA GAS CO RICKEY REYES 16231 VALLEY BOULEVARD 909.335,7508 FONTANA, CA 92335 TELEPHONE VERIZON STEVE HOCK 1400 E PHILLIPS BLVD 909.469.6327 POMONA, CA 91766 800.4815000 CABLE TELEVISION COMCAST JACK HAYES 1205 DUPONT AVENUE 909.390,4738 Xl 205 ONTARIO, CA 91761 r0t\j�ZTPHrTlnKl Klf)Tl7cZ nTV GRIND 0.10 FT MIN. EXISTING 5' MIR PAVEMENT AND BLEND OVERLAY/AC PAVEMENT UMIT Of AC PAVEWNT PER PLAN ---NEW PAVEMENT ftx)w Ati Exwm ENGINEER'S NOTICE 1*0 CONTRACTOR �'uf-43mw.,t -� rurwU3 uur4u. Rmmr uvtm 00 CO PACIED NAME, 10 VVIUL, Wk 3LOPE. I uOu �)r r.r. rINIZ)H rLUUN CONSTRUCT 3" CONC. SPILLWAY OVER 95% COMPACTED NATIVE (3�1 MAX SIDE SLOPE) 154 SF F.G� FINISH GRADE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS FL/HP FLOW LINE HIGH POINT ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 06 INSTALL. 6' WROUGHT IRON FENCE WITH VEHICULAR ACCESS CATE AND LOCK 66 LF F.S. FINISH SURFACE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED 'TO JAKE DUE o7 INSTALL 8" WROUGHT IRON FENCE/SCREEN AT SPILLWAY, INTEGRAL WITH 6" PERIMETER BLOCK G, B. GRADE BREAK PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR WALL 12 LF INV� INVERT FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES T.C. TOP OF CURB SHOWN OR NOT SHOWN ON THESE DRAWINGS, INSTALL 8" D.I.P. DRAIN PIPE 220 LF TRW TOP OF RETAINING WALL. 09 INSTALL 8" D.I.P. WYE WITH CLEANOUT 2 EA TF TOP OF FOOTING N�__,__11249 "`-EXISTING CONTOUR NOTICE TO CONTRACTOR 100 CONSTRUCT PIPE HEADWALL PER CALTRANS STD, D89 WITH 4'X4' 6- RIP -RAP SPLASH PAD 1 EA 97�61 INDICATES PROPOSED ELEVATION CL (jD CONSTRUCT PIPE PROTECTION PER SPPWC STD,, 225-1 3 EA (97.61) INDICATES EXISTING ELEVATION I - SLOPE z THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE INSTALL 6"W' U -SHAPED STEEL LOW -FLOW RECTANGULAR DRAIN 8" BELOW LIP OF CATCH CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 102 44 LF AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, BASIN (S=0.5% TOWARD LOW -FLOW PIPE) INDICXFES EXTRA DEPTH FOOTING AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER CONSTRUCT CONCRETE COLLAR PER C11Y STD. 3022 1 EA RETAINING WALL 0 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF tz GARDEN WALL 12. WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING Ff�'OM THE SOLE NEGLIGENCE OF THE OWNER OR :2 THE ENGINEER. BENCH MARK: #7-15 (PSN 60_5TO�_ BASIS OF BE_AR_lNG_S.__ INDICATES PAD ELEVATION Now BEARINGS ARE BASED ON THE CENTERLINE 02D BRASS DISK IN NORTHEAST CORNER (TOP) OF CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO CONCRETE RAILROAD BRIDGE ABUTMENT STAMPED OF OLEANDER AVENUE HAVING A BEARING THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. "7-15 1970", 34 FEET' NORTH OF CL FOOTHILL OF NORTH 00*00"34"' EAST, PER PARCEL, 0' INDICATES EX. POST BLVD AND 131 FEET WEST OF UME AVE. MAP NO. 16170 IqO� 16170, RM.13, 0 CONSTRUCT MANHOLE PER CITY STD. 3012 1 EA LEGEND 02 INSTALL 36"' RCP - D LOAD PER PROFILE 210 LF (PAD=) INDICATES EXISTING ROUGH GRADE PAD ELEVATION 03 INSTALL 30" RCP - D LOAD PER PROFILE 5 4 LF G�F. GARAGE FLOOR ELEVATION @ DRIVEWAY FL. FLOW LINE ENGINEER'S NOTICE 1*0 CONTRACTOR �'uf-43mw.,t -� rurwU3 uur4u. Rmmr uvtm 00 CO PACIED NAME, 10 VVIUL, Wk 3LOPE. I uOu �)r r.r. rINIZ)H rLUUN CONSTRUCT 3" CONC. SPILLWAY OVER 95% COMPACTED NATIVE (3�1 MAX SIDE SLOPE) 154 SF F.G� FINISH GRADE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS FL/HP FLOW LINE HIGH POINT ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 06 INSTALL. 6' WROUGHT IRON FENCE WITH VEHICULAR ACCESS CATE AND LOCK 66 LF F.S. FINISH SURFACE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED 'TO JAKE DUE o7 INSTALL 8" WROUGHT IRON FENCE/SCREEN AT SPILLWAY, INTEGRAL WITH 6" PERIMETER BLOCK G, B. GRADE BREAK PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR WALL 12 LF INV� INVERT FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES T.C. TOP OF CURB SHOWN OR NOT SHOWN ON THESE DRAWINGS, INSTALL 8" D.I.P. DRAIN PIPE 220 LF TRW TOP OF RETAINING WALL. 09 INSTALL 8" D.I.P. WYE WITH CLEANOUT 2 EA TF TOP OF FOOTING N�__,__11249 "`-EXISTING CONTOUR NOTICE TO CONTRACTOR 100 CONSTRUCT PIPE HEADWALL PER CALTRANS STD, D89 WITH 4'X4' 6- RIP -RAP SPLASH PAD 1 EA 97�61 INDICATES PROPOSED ELEVATION CL (jD CONSTRUCT PIPE PROTECTION PER SPPWC STD,, 225-1 3 EA (97.61) INDICATES EXISTING ELEVATION I - SLOPE z THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE INSTALL 6"W' U -SHAPED STEEL LOW -FLOW RECTANGULAR DRAIN 8" BELOW LIP OF CATCH CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 102 44 LF AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, BASIN (S=0.5% TOWARD LOW -FLOW PIPE) INDICXFES EXTRA DEPTH FOOTING AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER CONSTRUCT CONCRETE COLLAR PER C11Y STD. 3022 1 EA RETAINING WALL 0 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF tz GARDEN WALL 12. WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING Ff�'OM THE SOLE NEGLIGENCE OF THE OWNER OR :2 THE ENGINEER. BENCH MARK: #7-15 (PSN 60_5TO�_ BASIS OF BE_AR_lNG_S.__ INDICATES PAD ELEVATION Now BEARINGS ARE BASED ON THE CENTERLINE 02D BRASS DISK IN NORTHEAST CORNER (TOP) OF CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO CONCRETE RAILROAD BRIDGE ABUTMENT STAMPED OF OLEANDER AVENUE HAVING A BEARING THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. "7-15 1970", 34 FEET' NORTH OF CL FOOTHILL OF NORTH 00*00"34"' EAST, PER PARCEL, 0' INDICATES EX. POST BLVD AND 131 FEET WEST OF UME AVE. MAP NO. 16170 IqO� 16170, RM.13,