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HomeMy WebLinkAbout5515-1CITY OF FONTANA GENERAL NOTES FOR STREET IMPROVEMENT PLANS 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 (-GREEENBOOK"). 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 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 A VOID 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 CAL TRANS. 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 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 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 AFI'ER 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, CLEAN OUT 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. CITY <DF FONTANA STREET IMPROVEMENT PLANS FOR PARCEL MAP NO. 19728 SANTA ANA AVENUE HOLD HARMLESS INDEMNIFICATION CLAUSE= THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE 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 OF ONTARIO, THE OWNER, AND THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. EXISTING UNDERGROUND STRUCTURES= ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ARE RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK.. NOTICE TO CONTRACTOR= CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. LEGEND- I- -PROPERTY LINE R/W -RIGHT OF WAY E.C.R. -CENTERLINE ARCH. -ARCHITECTURAL T.C. -TOP OF CURB F.L. -FLOW LINE F.S. -FINISH SURFACE T.S. -TOP OF CONCRETE SLAB H.P. -HIGH POINT F.F. FINISH FLOOR R.D. -ROOF DRAIN R.C.P. REINFORCED CONCRETE PIPE INV. -INVERT S = -SLOPE F.G. -FINISH GRADE S.D. -STORM DRAIN T.R. -TOP OF RAIL ST.LT. -STREET LIGHT G.B. -GRADE BREAK H.P. -HIGH POINT H -HEIGHT OF RETAINING C.F. -CURB FACE B.W. -BACK OF WALK L.S. -LANDSCAPING A.B. -AGGREGATE BASE P.V.C. -POLYVINYLCHLORIDE C.I.P. -CAST IRON PIPE F.H. -FIRE HYDRANT P.P. -POWER POLE C.B. -CATCH BASIN B.C.R. -BEGINNING OF CURB RETURN E.C.R. -END OF CURB RETURN L.P. -LOW POINT S.W. -STEM WALL T.O.P. -TOP OF PIPE B.O.P. -BOTTOM OF PIPE R -RADIUS T.F. TOP OF FOOTING T.W. -TOP OF WALL C.M.B. -CRUSHED MISC. BASE S. -SQUARE -SQUARE FEET (0.00) -EXISTING ELEVATION B.O.W. -BOTTOM OF WALL T.G. TOP OF GRATE N.G. NATURAL GRADE TOP -TOP OF SLOPE TOE -TOE OF SLOPE E.P. -EDGE OF PAVEMENT A.C. -ASPHALT CONCRETE C.L.F. CHAIN LINK FENCE CONC. CONCRETE PKWY DRAIN PARKWAY DRAIN H.C. -HANDICAP EXIST. -EXISTING TRANS PAD -TRANSFORMER PAD BLDG -BUILDING M.H. -MANHOLE T.B. -TOP OF BERM PS W=40.00' MAXIMUM W=14' MINIMUM CF R/W PARKWAY A_rw VARIFS SA=...0T/ON A A= N.T.S. VICINITY MAP N.T.S, STREET CONSTRUCTION NOTES: 1� SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. REPLACE WITH FULL DEPTH A.C. PAVEMENT SAWCUT AND REMOVE EXISTING CURB AND GUTTER 03- REMOVE EXISTING DRfvt" W''KY 01 REMOVE EXISTING SIDEWALK REMOVE AND UNDERGROUND EXISTING POWER POLE (BY OTHERS) CONSTRUCT 8" CURB AND GUTTER PER CRY OF FONTANA STD. PLAN NO. 1000 `.� CONSTRUCT 6.00' WIDE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006 8 CONSTRUCT MODIFIED DRIVEWAY PER DETAIL ON SHEET 1 AND CITY OF FONTANA STD, PLAN NO. 1001 PROPOSED DECORATIVE LIGHT PER CITY OF FONTANA STD. 4134, 16000 LUMEN HPSV STREET LIGHT (150 WATT;J15) STREET LIGHT LOCATION PER CASE 1 STD. 404 &_INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. 1004 11 PROPOSED DOUBLE CHECK DETECTOR ASSEMBLY TO BE INSTALLED BY FONTANA WATER COMPANY 12 PROPOSED WATER METER TO BE INSTALLED SY FONTANA WATER COMPANY 13 PROPOSED FIRE HYDRANT TO BE INSTALLED BY FONTANA WATER COMPANY 14 CONSTRUCT 5' A.C. OVER 8' CAB. OVER SUB -GRADE OF 24' AT 95% COMPACTION T,I.=10 (VERIFY WITH SOILS REPORT) TO BE FIELD VERIFIED BY SOILS ENGINEER &_GRIND AND OVERLAY EXISTING AC PAVEMENT. MINIMUM DEPTH 2" (5' MIN. WIDTH OR AS DIRECTED BY INSPECTOR) SEE DETAIL ON SHEET 1 &_STANDARD TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008 1 7 CONSTRUCT 18" RCP 18 CONSTRUCT JUNCTION STRUCTURE PER S.P.P.W.C. STD. PLAN No. 332-2. UTILITY CONTACTS= THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. 6' GF (510) 1.1,1E 6' CF CITY OF FONTANA: (909) RIDGE W TIME WARNER CABLE: 975-3398 CD SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583 STD. NO. 1001 FONTANA WATER COMPANY: (909) 201-7333 > > (909) 928-8270 6' CF (909) 993-1600 6' CF R/W LINE 0' CF 0" CF R/W UNE RADIUS F RADIUS VARIES qO' VARIES CURB FLOW UNECURB CF 00 OD� 0' CF ■ LIP- 8' CF 8' CF UP PS W=40.00' MAXIMUM W=14' MINIMUM CF R/W PARKWAY A_rw VARIFS SA=...0T/ON A A= N.T.S. VICINITY MAP N.T.S, STREET CONSTRUCTION NOTES: 1� SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. REPLACE WITH FULL DEPTH A.C. PAVEMENT SAWCUT AND REMOVE EXISTING CURB AND GUTTER 03- REMOVE EXISTING DRfvt" W''KY 01 REMOVE EXISTING SIDEWALK REMOVE AND UNDERGROUND EXISTING POWER POLE (BY OTHERS) CONSTRUCT 8" CURB AND GUTTER PER CRY OF FONTANA STD. PLAN NO. 1000 `.� CONSTRUCT 6.00' WIDE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006 8 CONSTRUCT MODIFIED DRIVEWAY PER DETAIL ON SHEET 1 AND CITY OF FONTANA STD, PLAN NO. 1001 PROPOSED DECORATIVE LIGHT PER CITY OF FONTANA STD. 4134, 16000 LUMEN HPSV STREET LIGHT (150 WATT;J15) STREET LIGHT LOCATION PER CASE 1 STD. 404 &_INSTALL TRUNCATED DOMES PER CITY OF FONTANA STD. 1004 11 PROPOSED DOUBLE CHECK DETECTOR ASSEMBLY TO BE INSTALLED BY FONTANA WATER COMPANY 12 PROPOSED WATER METER TO BE INSTALLED SY FONTANA WATER COMPANY 13 PROPOSED FIRE HYDRANT TO BE INSTALLED BY FONTANA WATER COMPANY 14 CONSTRUCT 5' A.C. OVER 8' CAB. OVER SUB -GRADE OF 24' AT 95% COMPACTION T,I.=10 (VERIFY WITH SOILS REPORT) TO BE FIELD VERIFIED BY SOILS ENGINEER &_GRIND AND OVERLAY EXISTING AC PAVEMENT. MINIMUM DEPTH 2" (5' MIN. WIDTH OR AS DIRECTED BY INSPECTOR) SEE DETAIL ON SHEET 1 &_STANDARD TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008 1 7 CONSTRUCT 18" RCP 18 CONSTRUCT JUNCTION STRUCTURE PER S.P.P.W.C. STD. PLAN No. 332-2. UTILITY CONTACTS= THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. 5' MIN. 12" "." GRIND AND SEE PLAN SHEETS FOR AC OVERLAY LIMITS EXIST. AC SAWCUT PAVE 1106 � IA GRIND AND OVERLAY N.T.S. 15 REMOVE EX. AC PVMT Um mi T 11101111 SHEET INDEX j 1 TITLE SHEET, NOTES AND DETAILS 2 SANTA ANA AVENUE PLAN AND PROFILE 3 CHERRY AVENUE PLAN QUANTITY= 552 LF 85 LF 500 SF 353 SF N/A 357 LF 2,297 SF 1,575 SF 4 EA 67 SF N/A N/A N/A 7,04-5 SF 2,773 SF 40 LF 40 LF 1 EA ��y� Last Updata:9/16/16 MCN16-000008 0:\3400-3499\343$\5TREM3436ST-01.dwg BASIS OF BEARINGS: BENCH MARK: © REV RIsIOIr DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT pFESI IThienes Enyineer�ny, Inc. CITY OF FONTANA, CALIFORNIA THE BASIS OF BEARINGS FOR THIS x ,�j ! O aNq CML ENGrNEER1NG • LAND SURVEnNG $D S F JLJVi4my �7REsTONE souLEmD SURVEY IS THE CALIFORNIA STATE PLANE CITY OF FONTAM BENCHMARK NO. 517 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL�'���, �� sas38 STREET iMPROVEINiE1�IT PLAIN COORDINATE SYSTEM CCS83 , ZONE 5, PK NAIL IN POLE 335739E LOCATED AT 7i PH(714)521-4811 PAX(714j521-4173 ( ) c� DRAWN BY: TITLE SHEET NORTH AMERICAN DATUM 1983 (NAD83) THE NORTHWEST CORNER OF REDWOOD SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, I� J.P. AS NOTED AVENUE AND SANTA ANA AVENUE. 'i R.C.E. NO. 56155 y� ! Prepared Under The Supervision Of . FOR BASED LOCALLY ON CONTINUOUSLY DIAL T,�❑ u❑RKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO + DESIGNED BY: PARCE NO. 19728 DATE: OPERATING REFERENCE STATIONS (CORS) ELEVATION = 981.36' BEFORE DAYS BEEF❑RE ;la�l Exp. 12-31-16 of J p AVENUE 09/16/2016 "CORS" AND "EWPP" AS SHOWN HEREON (NGVD 29 / 1970 AIJJ) YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9T 16 CIV It _q\t�t_ ate �Cp-��p CHECKED BY APPAO BY: DRAWING NO.: 1 (BASIS OF BEARINGS: S 81'29'26" E). TOLL FREE 1-800-227-2600 OF C At\Fo VftINHARD STEN L RCE NO. 56155 R.S. �' '� '-IreA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 REVISE UNDERGROUND CHAMBERS TO CONTECH CMP 09 ,� %06 STANDARDS IN EFFECT.5515 3 Cl ENGINEER R.C.E. 51152 DATE: AT&T: (510) 645-2929 MODIFIED DRIVEWAY CITY OF FONTANA: (909) 350-7610 TIME WARNER CABLE: (909) 975-3398 N.T.S. CITY OF FONTANA 'PLAN SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583 STD. NO. 1001 FONTANA WATER COMPANY: (909) 201-7333 SOUTHERN CALIFORNIA EDISON COMPANY: (909) 928-8270 INLAND EMPIRE UTILITIES AGENCY: (909) 993-1600 5' MIN. 12" "." GRIND AND SEE PLAN SHEETS FOR AC OVERLAY LIMITS EXIST. AC SAWCUT PAVE 1106 � IA GRIND AND OVERLAY N.T.S. 15 REMOVE EX. AC PVMT Um mi T 11101111 SHEET INDEX j 1 TITLE SHEET, NOTES AND DETAILS 2 SANTA ANA AVENUE PLAN AND PROFILE 3 CHERRY AVENUE PLAN QUANTITY= 552 LF 85 LF 500 SF 353 SF N/A 357 LF 2,297 SF 1,575 SF 4 EA 67 SF N/A N/A N/A 7,04-5 SF 2,773 SF 40 LF 40 LF 1 EA ��y� Last Updata:9/16/16 MCN16-000008 0:\3400-3499\343$\5TREM3436ST-01.dwg BASIS OF BEARINGS: BENCH MARK: © REV RIsIOIr DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT pFESI IThienes Enyineer�ny, Inc. CITY OF FONTANA, CALIFORNIA THE BASIS OF BEARINGS FOR THIS x ,�j ! O aNq CML ENGrNEER1NG • LAND SURVEnNG $D S F JLJVi4my �7REsTONE souLEmD SURVEY IS THE CALIFORNIA STATE PLANE CITY OF FONTAM BENCHMARK NO. 517 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL�'���, �� sas38 STREET iMPROVEINiE1�IT PLAIN COORDINATE SYSTEM CCS83 , ZONE 5, PK NAIL IN POLE 335739E LOCATED AT 7i PH(714)521-4811 PAX(714j521-4173 ( ) c� DRAWN BY: TITLE SHEET NORTH AMERICAN DATUM 1983 (NAD83) THE NORTHWEST CORNER OF REDWOOD SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, I� J.P. AS NOTED AVENUE AND SANTA ANA AVENUE. 'i R.C.E. NO. 56155 y� ! Prepared Under The Supervision Of . FOR BASED LOCALLY ON CONTINUOUSLY DIAL T,�❑ u❑RKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO + DESIGNED BY: PARCE NO. 19728 DATE: OPERATING REFERENCE STATIONS (CORS) ELEVATION = 981.36' BEFORE DAYS BEEF❑RE ;la�l Exp. 12-31-16 of J p AVENUE 09/16/2016 "CORS" AND "EWPP" AS SHOWN HEREON (NGVD 29 / 1970 AIJJ) YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9T 16 CIV It _q\t�t_ ate �Cp-��p CHECKED BY APPAO BY: DRAWING NO.: 1 (BASIS OF BEARINGS: S 81'29'26" E). TOLL FREE 1-800-227-2600 OF C At\Fo VftINHARD STEN L RCE NO. 56155 R.S. �' '� '-IreA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 REVISE UNDERGROUND CHAMBERS TO CONTECH CMP 09 ,� %06 STANDARDS IN EFFECT.5515 3 Cl ENGINEER R.C.E. 51152 DATE: