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Home My WebLink About4326-1I VIN tNL,)VLV f IUN� 1 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, 41 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� 10 "g, T 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. 1�- 18137 MH 1 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 "m wmama Aug 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. EX.8" SEW. 12 13 14 15 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 f"', PROPER PRECAUTION TO AVOID DAMAGE THEREJO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 4L -Or mw*,!!n , oft. v"" tm* 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. "wl wu am "m "",Q" im ovo* 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. STATIONING REFERS 'TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. tx.0 b INDEX MAP lb 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLETHE CONTRACTOR TO CONSTRUCT THE WORK TO 51 THE PLAN GRADES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL 1 -100' STAKING DURING CONSTRUCTION, 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER, 16� 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 BEDESTROYED 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. 17� 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, 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. 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, 20. NO TRENCH BACKFILL SHALL. TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. 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. 22. 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. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24� IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE. SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25� SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. x A 27. TRACT 18261 isTA jWj',tjD 'I "vi 4Q a 9 TY R 6!1� V iw 'we A AV - , �� 1 , Z� i "'ev iZbAl',V,, "I'V A41 loo"i 1-olq "41 SITE w, " th Ll AM, Ni ,a w, "J �41 '.39, Aw W 2, k"rVe A, V�AJA AV. V' �111)m All A mp", 0 ;,de T MCINITY MAP 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND ALIGNMENT. ENGINEER'S NOTICE TO CONTRACTOR SANITARY SEWER AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), ALL REFERENCE SPECIFICATIONS AND STANDARDS OWNER/DEVELOPER: CRESTWOOD CORPORATION TOP OFCURB SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. s,rORM DRAINS 8353 SIERRA AVENUE 909.350.6632 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO SEWER FONTANA, CA 92335 IMPROVEMENT PLANS PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 626�914.1943 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE PLANS. ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO WATER FONTANA WATER COMPANY MICHAEL MCGRAW uj CL I VIN tNL,)VLV f IUN� 1 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, 41 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� 10 "g, T 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. 1�- 18137 MH 1 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 "m wmama Aug 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. EX.8" SEW. 12 13 14 15 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 f"', PROPER PRECAUTION TO AVOID DAMAGE THEREJO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 4L -Or mw*,!!n , oft. v"" tm* 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. "wl wu am "m "",Q" im ovo* 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. STATIONING REFERS 'TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. tx.0 b INDEX MAP lb 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLETHE CONTRACTOR TO CONSTRUCT THE WORK TO 51 THE PLAN GRADES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL 1 -100' STAKING DURING CONSTRUCTION, 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER, 16� 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 BEDESTROYED 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. 17� 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, 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. 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, 20. NO TRENCH BACKFILL SHALL. TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. 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. 22. 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. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24� IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE. SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25� SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. x A 27. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN isTA jWj',tjD 'I "vi 4Q a 9 TY R 6!1� V iw 'we A AV - , �� 1 , Z� i "'ev iZbAl',V,, "I'V A41 loo"i 1-olq "41 SITE w, " th Ll AM, Ni ,a w, "J �41 '.39, Aw W 2, k"rVe A, V�AJA AV. V' �111)m All A mp", 0 ;,de T MCINITY MAP UTILITY CONTACT NUMBERS ALIGNMENT. ENGINEER'S NOTICE TO CONTRACTOR SANITARY SEWER AND CITY OF FONTANA OWNER/DEVELOPER: CRESTWOOD CORPORATION TOP OFCURB 31. s,rORM DRAINS 8353 SIERRA AVENUE 909.350.6632 2& PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. FONTANA, CA 92335 KEVIN KENT CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS 626�914.1943 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE PLANS. ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO WATER FONTANA WATER COMPANY MICHAEL MCGRAW uj CL EXISTING UTILITIES EXCEPT 'THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE RANCHO CUCAMONGA, CA 91737 8440 NUEVO, AVENUE 909.822.2201 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FONTANA, CA 92335 909�684,0093 FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES -�1249 INSTALL 8" EXTRA STRENGTH VCP SEWER PIPE 1145 EA 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC SHOWN OR NOT SHOWN ON THESE DRAWINGS. ELECTRIC SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE 909.820.5598 UNDERGROUND 909.875.5100 TRANSMISSION TABLE 200 1.2 [A] SHOWN UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT-OF-WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED PIL PL, FONTANA, CA 92335 213.637.1233 PIPELINES FROM THE UTILITY EASEMENT. MATI r Tf% PA TDAPTAD HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 909,357.6233 DISTRIBUTION isTA jWj',tjD 'I "vi 4Q a 9 TY R 6!1� V iw 'we A AV - , �� 1 , Z� i "'ev iZbAl',V,, "I'V A41 loo"i 1-olq "41 SITE w, " th Ll AM, Ni ,a w, "J �41 '.39, Aw W 2, k"rVe A, V�AJA AV. V' �111)m All A mp", 0 ;,de T MCINITY MAP 1 99 =20009 OWNER/DEVELOPER: CRESTWOOD CORPORATION TOP OFCURB 31. 510 WEST CITRUS EDGE STREET THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE NATURAL GAS SOUTHERN CALIFORNIA GAS CO 16,231 VALLEY BOULEVARD GLENDORA, CA 91740 0 KEVIN KENT TRW 626�914.1943 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER: ENCOMPASS ASSOCIATES, INC. FONTANA, CA 92335 5699 COUSINS PLACE uj CL Cw ci RANCHO CUCAMONGA, CA 91737 ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. AARON SKEERS 909�684,0093 CONSTRUCTION NOTES QTY -�1249 INSTALL 8" EXTRA STRENGTH VCP SEWER PIPE 1145 EA CONSTRUCT 48" DIA. PRECAST SEWER MANHOLE PER CITY STD, 2000 AND 2GO3 4 EA (D INSTALL 4" VCP SEWER LATERAL PIPE PER CITY STD. 2005 27 EA TABLE 200 1.2 [A] SHOWN PIL PL, 97.61 INDICATES PROPOSED ELEVATION 33. 5' MIN HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 1400 E PHILLIPS BLVD 909.4%6327 R/W---,, (97.61) INDICATES EXISTING ELEVATION CURB LINE T SEWER LATERAL POMONA, CA, 91766 800.4815000 f 5' MIN ------- I SLOPE 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. wco CABLE TELEViSION COMCAST JACK HAYES WATER MAI�t�w 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL. REPORT' ALL DISCREPANCIES TO 1205 DUPONT AVENUE ONTARIO, CA 91761 909.390.4738 X1205 ST. CL�__111F_ RETAINING WALL z THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK, SEWER MAIR-::�o-r-_ --WATER LAT. & SERVICE NOT TO SCALE -BOTTOM OF STRUCTURAL METER BY SEPARATE PLANS PAVEMENTSUBGRADE - 3" MAX. SIZE NATIVE SOIL I M� I M.LGALSK i ffLJAIUlA".WAIER.SERY&LJFmI&L COMPACTED 95% GARDEN WALL 6"' MIN. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR 6 Pp A41N. NOT TO SCALE - SEE PLAN FOR ACTUAL LOCATIONS 15 'A-4, �X7 _'FO_"� A _0 X. w UPON COMPLETION OF PAVING, LEGEND BENCH MARK- #7-15 (PSN 00510) BASIS OF BEARINGS: 1: 1 SLOPE OR FLATTER OR (PAD=) INDICATES EXISTING ROUGH GRADE PAD ELEVATION ADEQUATE SHORING G.F. GARAGE FLOOR ELEVATION @ DRIVEWAY BRASS DISK IN NOFTH-US-l' CORNER (TOP) OF BEARINGS ARE BASED ON THE FL. FLOW LINE 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL F.F. FINISH FLOOR 6" MAX. SIZE CENTERLINE OF OLEANDER AVENUE HAVING 1" MAX. SIZE SELECTED F�G. FINISH GRADE NATIVE SOIL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. NATIVE BEDDING FL/HP FLOW LINE HIGH POINT COMPACTED 90% COMPACTED TO 90% F. S. FINISH SURFACE G.B. GRADE BREAK MW IKI\/rOT T.C. TOP OFCURB 31. THE SEWER CONTRACTOR SHALL. STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE NATURAL GAS SOUTHERN CALIFORNIA GAS CO 16,231 VALLEY BOULEVARD RICKEY REYES 909�335.7508 0 TRW TOP OF RETAINING WALL 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS FONTANA, CA 92335 10' OR DEEPER USE 1/2- CRUSHED STONE BEDDING PER STD. SPECS uj CL Cw ci TF TOP OF FOOTING ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. AND PROPERTY, THAT THIS SHALL APPLY CONTINUOUSLY AND NOT' BE LIMITED TO NORMAL WORKING HOURS, FOR PUBLIC WORKS CONSTRUCTION -�1249 EXISTING CONTOUR AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND T[iE ENGINEER TELEPHONE VERIZON STEVE HOCK TABLE 200 1.2 [A] SHOWN 97.61 INDICATES PROPOSED ELEVATION 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 1400 E PHILLIPS BLVD 909.4%6327 (97.61) INDICATES EXISTING ELEVATION WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR POMONA, CA, 91766 800.4815000 SLOPE 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. THE ENGINEER. CABLE TELEViSION COMCAST JACK HAYES INDICATES EXTRA DEPTH FOOTING 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL. REPORT' ALL DISCREPANCIES TO 1205 DUPONT AVENUE ONTARIO, CA 91761 909.390.4738 X1205 RETAINING WALL z THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK, NOT TO SCALE GARDEN WALL 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR w UPON COMPLETION OF PAVING, BENCH MARK- #7-15 (PSN 00510) BASIS OF BEARINGS: > BRASS DISK IN NOFTH-US-l' CORNER (TOP) OF BEARINGS ARE BASED ON THE 0 w 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL CONCRETE RAILROAD BRIDGE ABUTMENT STAMPED CENTERLINE OF OLEANDER AVENUE HAVING CL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. "7-15 1970", 34 FEET NORTH OF CL FOOTHILL A BEARING OF NORTH 00-00"34" EAST, BLVD AND 131 FELT WEST OF LIME AVE, PER PARCEL MAP NO. 16170 NO� 16170, mum 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWNGS ELEVATION: 1286.018 P.M.B. 202/38, Im w TO THE CITY ENGINEER. ff� 0% k a "r A k I A r% It I I rlm� e% r% hl I I A %t