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Home My WebLink About5745-1CITY OF FONTANA GENERAL NOTES FOR STREET UMVEMENT 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 ("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, 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. bA515 UI- bLAKINUt:).- BENCH MARK. - THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE CITY OF FONTAM 8ENC114W1( NO. Wv COORDINATE SYSTEM (CCS83), ZONE 5, NORTH AMERICAN DATUM 1983 (NAD83) TOP OF 1 " IRON PIPE AT BASED LOCALLY ON CONTINUOUSLY OPERATING CENTERLINE INTERSECTION TOKAY REFERENCE STA TIONS (CORS) "EWPP" AND AV E N U E "LISA" AS BEING SOUTH 82°35'10.9410" EAST AND MILLER AVENUE. (BASIS OF BEARINGS) (GRID) AND flffATION = 042W FEET /N6V 29 1968 /. REPRESENTED HEREON BY THE CENTERLINE d J OF VALLEY BOULEVARD AS BEING NORTH 89'32'13" EAST. (2010.0 EPOCH) Cl"Ty OF FONTANA STREET IMPROVEMENT PLANS �_ .......__...._ .cam 52.0' VARIES VARIES FOR .1 AND SOUTH HIGHLAND AVE, 0 VARIES VARIES VARIES VARIESm m I � i Y x � uj z X A ca w XU w Wm w ww ><C W W ¢ wa L`' � ¢ g a SOUTH HIGHLAND AVENUE TYPICAL��QN N.T.S. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EAST EAST C/L NEX. R? R/W 80.0' 12.0 28.0' 5.0' 6.5' 34.0' 28.0' 12.0' NORTH NORTH R%W R/W WEST R/W z .w W w �e ,<X v i W Wi 0o a 27 - - - - _ 2% -, ?o Y J X U.1 0 AUTO CENTER DRIVE TYPICAL 8E%0w0*f*"lml0N w I --i w 0 HOLD HARMLESS INDEMNIFICA"nON 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 Ct»ACT®R= CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. AT&T: (510) 645-2929 CITY OF FONTANA: (909) 350-7610 TIME WARNER CABLE: (909) 975-3398 SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583 FONTANA WATER COMPANY: (909) 201-7333 SOUTHERN CALIFORNIA EDISON COMPANY: (909) 928-8270 INLAND EMPIRE UTILITIES AGENCY: (909) 993-1600 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 1 REVISE UNDERGROUND CHAMBERS TO CONTECH CMP 09/06/16 STANDARDS IN EFFECT. ®Q�Q�ESS/QN�I �C' * R.C.E. NO. 56155 r �'A Exp. 12-31-18 Q7 9�. C1V1� F ®F C NO O SIERRA LAKES HIGHLAND w w Q w cn z v o 2_4 N� T PAGES544O J-�� VICINITY MAP 12' 6' [.-0.5' 5.5' STREET CONSTRUCTION NOTES: 11 1i 0- J 0- X 109 SF w REMOVE EXISTING CURB AND GUTTER. 109 SF 0 REMOVE EXISTING SIDEWALK. 861 SF WEST R/W z .w W w �e ,<X v i W Wi 0o a 27 - - - - _ 2% -, ?o Y J X U.1 0 AUTO CENTER DRIVE TYPICAL 8E%0w0*f*"lml0N w I --i w 0 HOLD HARMLESS INDEMNIFICA"nON 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 Ct»ACT®R= CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. AT&T: (510) 645-2929 CITY OF FONTANA: (909) 350-7610 TIME WARNER CABLE: (909) 975-3398 SOUTHERN CALIFORNIA GAS COMPANY: (909) 335-7583 FONTANA WATER COMPANY: (909) 201-7333 SOUTHERN CALIFORNIA EDISON COMPANY: (909) 928-8270 INLAND EMPIRE UTILITIES AGENCY: (909) 993-1600 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 1 REVISE UNDERGROUND CHAMBERS TO CONTECH CMP 09/06/16 STANDARDS IN EFFECT. ®Q�Q�ESS/QN�I �C' * R.C.E. NO. 56155 r �'A Exp. 12-31-18 Q7 9�. C1V1� F ®F C NO O SIERRA LAKES HIGHLAND w w Q w cn z v o 2_4 N� T PAGES544O J-�� VICINITY MAP ABBREVIATIONS,-- NOT TO SCALE STREET CONSTRUCTION NOTES: QTY 0- PROTECT EXISTING ITEM IN PLACE. 0- REMOVE EXISTING AC PAVEMENT. 109 SF 3a- REMOVE EXISTING CURB AND GUTTER. 109 SF 4a- REMOVE EXISTING SIDEWALK. 861 SF 5�- CONSTRUCT FULL DEPTH AC PAVEMENT TO MATCH EXISTING. 109 SF 6a- CONSTRUCT DRIVEWAY PER CIN OF FONTANA. STD. 1002. 900 SF 7O- CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. 1006. 1721 SF 0- CONSTRUCT PARKWAY CULVERT PER SPPWC. STD. 151-2. 2 EA 0- RELOCATE EXISTING POWER POLE 8Y OTHERS. 1 Fp ABBREVIATIONS,-- LEGENDS I1� -PROPERTY LINE R/W -RIGHT OF WAY )crFH EXIST. FIRE HYDRANT _ _ -cATV- - - EXIST. CABLE TV CONDUIT -CENTERLINE ARCH. -ARCHITECTURAL wmo EXIST. WATER METER T.C. -TOP OF CURB �� --� EXIST. EDGE OF A.C. PAVEMENT F.L. -FLOW LINE F.S. -FINISH SURFACE 4v EXIST. WATER VALVE T.S. -TOP OF CONCRETE SLAB EXIST. CURB AND GUTTER H.P. -HIGH POINT GAS V. F.F. -FINISH FLOOR O EXIST. GAS VALVE R.D. -ROOF DRAIN S8n EXIST. SANITARY SEWER R.C.P. -REINFORCED CONCRETE PIPE - - GUY WIRE/DEADMAN INV. -INVERT S = -SLOPE 24" SD � EXIST. STORM DRAIN F.G. -FINISH GRADE -O-P EXIST. POWER POLE S.D. -STORM DRAIN T.R. -TOP OF RAIL G3" EXIST. GAS LINE ST.LT. -STREET LIGHT EXIST. TRAFFIC SIGNAL G.B. -GRADE BREAK H.P. -HIGH POINT T EXIST. TELEPHONE . CONDUIT H -HEIGHT OF RETAINING -� EXIST. CROSSWALK SIGNAL C.F. -CURB FACE EXIST. B.W. -BACK OF WALK SLB ❑ STREET LIGHTING BOX w10» WATER LINE L.S. -LANDSCAPING A.B. -AGGREGATE BASES EXIST. STREET LIGHT '`---�c�- EXIST. CONTOUR P.V.C. -POLYVINYLCHLORIDE C.I.P. -CAST IRON PIPE F.H. -FIRE HYDRANT SDMH NEW PIPE LINE P.P. -POWER POLE 0 EXIST. STORMDRAIN MANHOLE C.B. -CATCH BASIN -------- PROPERTY LINE R= -RATE OF GRADE SMH L EXIST. SEWER MANHOLE B.C.R. -BEGINNING OF CURB RETURN E.C.R. -END OF CURB RETURN VLT. NEW FIRE HYDRANT L.P. -LOW POINT ❑ EXIST. VAULT S.W. -STEM WALL ® NEW WATER METER T.O.P. -TOP OF PIPE -- EXIST. SIGN B.O.P. -BOTTOM OF PIPE • NEW WATER VALVE R -RATE OF GRADE T.F. -TOP OF FOOTING 0 TREE T.W. -TOP OF WALL <1 NEW THRUST BLOCK C.M.B. -CRUSHED MISC. BASE TSB S.F. -SQUARE FEET ❑ EXIST. TRAFFIC SIGNAL BOX ® NEW SEWER MANHOLE (0.00) -EXISTING ELEVATION B.O.W. -BOTTOM OF WALL Gm EXIST. GAS METER O NEW SEWER CLEAN OUT T.G. -TOP OF GRATE N.G. -NATURAL GRADE MB EXIST. MAIL BOX �0 NEW SEWER MANHOLE TOP -TOP OF SLOPE TOE -TOE OF SLOPE ® NEW CATCH BASIN E.P. -EDGE OF PAVEMENT TMH EXIST. TELEPHONE MANHOLE A.C. -ASPHALT CONCRETE 3 -'� C.L.F. -CHAIN LINK FENCE CONSTRUCTION NOTES BUBBLE X 1854.69 EXIST. GRADE ELEVATION CONC. PKWY DRAIN -CONCRETE -PARKWAY DRAIN �•-. PROPOSED CONTOUR H.C. -HANDICAP EXIST. -EXISTING TRANS PAD -TRANSFORMER PAD BLDG -BUILDING M.H. -MANHOLE T.B. -TOP OF BERM T.E. -TRASH ENCLOSURE P.C.C. -PORTLAND CEMENT CONCRETE D.W.P. -DEPARTMENT OF WATER AND POWER A.P.W.A. -AMERICAN PUBLIC WORKS ASSOCIATION SPPWC -STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SHEET INDEX 1 TITLE SHEET, NOTES AND DETAILS 2 AUTO CENTER DR. AND SOUTH HIGHLAND AVE. PLAN !�1 : xm .19: M •. Last Update: 8/23/18 0:\3600-3699\3643\STREET\3643ST01.dwg CITY OF FONTANA, CALIFORNIA STREET IMPFRCWeMENT PLAN DRAWN BY: I- J -I -L � S H � e -r SCALE: 1"=20' D.D. FO R AS NOTED DESIGNED BY. A CENTER DR. AND, SOUTH HK"D AVE. I DATE: H.L. .. CHECKED BY. APPR D BY • r DRAWING NO.:1 5 -7q. R.S. Y ENGIN R.C.E. 51152 DATE: 2