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HomeMy WebLinkAbout2481-1.tifC • C • v 0 w L. �O) 'v1 v 4- c 0 L LoN r 0 Lo M r ti U" r I a- d r r W I~ F- 0 1 Q_ I jti� r�c•� 1� 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THESE PLANS. THE CONTRACT SPECIAL PROVISIONS, THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION AND 1995 SUPPLEMENT (GREEN BOOK). THE CITY OF FONTANA ENGINEERING DIVISION STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER. FOR WORK WITHIN HIGHLAND AVE (SR30), CALTRANS STANDARDS SPECIFICATIONS DATED JULY 1992 SHALL APPLY. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. CITY PERMIT FEES WILL BE WAIVED. CALTRANS PERMIT SHALL BE OBTAINED FOR WORK WITHIN THE STATE RIGHT-OF-WAY FOR EXISTING HIGHLAND AVE. (SR30) TO CONSTRUCT THE KNOX AVE. AND THE TEMPORARY CONNECTION INTERSECTIONS. 3. STATIONING REFERS TO THE CENTERLINES OF STREETS AND STORM DRAINS EXCEPT WHERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. PAVEMENT SECTION QUANTITIES SHOWN IN ESTIMATE OF QUANTITIES ARE FOR BIDDING PURPOSES ONLY. 8. 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 GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT TWENTY-FIVE (25) FOOT INTERVALS AND FORMS CERTIFIED BY ENGINEER BEFORE POURING CONCRETE. 11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES. WATER METERS. VALVES. HYDRANTS. IRRIGATION STRUCTURES. ETC.. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE RAISED TO GRADE AFTER COMPLETION OF PAVING. 13. ALL VALVE CANS AND COVERS SHALL BE RAISED TO GRADE AFTER COMPLETION OF PAVING. 14. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTIdN rt# AtL UTILITIES AND OTHER IMPROVEMENTS INCLUDING. BUT NOT LIMITED TQ, AS. TELEPHONE. ELECTRICAL. LIGHTING, TELEVISION CABLE, LANDSCAPING. LANDSCAPING IRRIGATION. DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS. ETC. 15. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE - -A DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY z OF FONTANA STANDARD DETAILS. 17. CONTRACTOR 1S INSTRUCTED TO REFER TO THESE FLANS AND THE SPECIFICATIONS. AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE CITY ENGINEER'S REPRESENTATIVE. 18. SOIL STERILANT REQUIRED UNDER ALL AC PAVEMENT. 19. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED. INSPECTED AND APPROVED. 20. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 21. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 22. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23. BACKFILL MATERIALS SHALL BE VERIFIEq BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. SOUTH HIGHLAND AVENUE IMPROVEMENT PROJECT F UM SOU FT WEST OF KNUX l�VENUE TO Ml�NUU uVENUE � a IE �{ 24. =4&1 CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS SHOWN ON PLANS. T IT LE �H�.E T 1 TY�IC.JtiL F;Ut�Ui�'JtiY SELTIUN �HEE_I � `;; CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. LUN�TRUC;Ti�r� �T tiKINL =>UF� VE � SUN TFUI___ i`v1tiF`' � 32 LEG E N D e !F'L�iN tiN© PRU�IL� �HEET� � THf�U 1 116INDICATES �;UNS T AUL T IUN UE I tiIL� i� THOU � 1 �j 14 EA. 26. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE SC H 40 PVC 1.460 L.F. 36 .(� NEW PAVEMENT SECTION 37 PROPOSED IMPROVEMENTS. WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. CONDUIT 62 EA. 38 EROSION CONTROL INDICATES A.C. OVERLAY AREA (MIN. 0.10' THICK) 27. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE 168 S.F. 4a INSTALL AC OVERSIDE DRAIN I ND I GATES REMOVE EXISTING ASPHALT PAVEMENT 41 ` ENGINEER PRIOR TO ANY STREET REMOVAL OPERATIONS BY THE CONTRACTOR SO 42 41 ' O INDICATES CONCRETE PAVEMENT PCC HEADWALLS THAT THE ENGINEER MAY TIE OUT EXISTING MONUMENTS. 44 SIDEWALK TYPE JUNCTION STRUCTURE PER CITY STD 123 1 EA. 45 RCP CONCRETE COLLAR PER APWA STD 380-2 -- W -- INDICATES EXISTING WATERLINE 28. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE - - S �- INDICATES EXISTING SEWERL I NE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE . PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET -- G -- INDICATES EXISTING GAS LINE CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA.� � � � � � n n � � O � � � ©� � � -��-- INDICATES EXISTING IRRIGATION LINES ( BTL. =6TEEt. 29. RECORD DRAWINGS SHALL BE PROVIDED BY THE ENGINEER OF RECORD TO THE CITY OF V CONC. -CONCRETE) FONTANA. - .-. - --{-- INDICATES OVERHEAD LINE 30.O EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THEIR CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL SECTION IS 61/2 INCHES A.C. PAVEMENT OVER 4 INCHES - - E -- INDICATES EXISTING UNDERGROUND ELECTRICAL LINES 24. =4&1 CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS SHOWN ON PLANS. 25. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. z 32 LEG E N D e NO. D948 33 GCP MODIFIED INLET PER CALTRANS STD. NO. 116INDICATES 36 L.F. 34 DEBRIS RACK/GRATE ASSEMBLY 14 EA. 26. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE SC H 40 PVC 1.460 L.F. 36 .(� NEW PAVEMENT SECTION 37 PROPOSED IMPROVEMENTS. WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. CONDUIT 62 EA. 38 EROSION CONTROL INDICATES A.C. OVERLAY AREA (MIN. 0.10' THICK) 27. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE 168 S.F. 4a INSTALL AC OVERSIDE DRAIN I ND I GATES REMOVE EXISTING ASPHALT PAVEMENT 41 ` ENGINEER PRIOR TO ANY STREET REMOVAL OPERATIONS BY THE CONTRACTOR SO 42 41 ' O INDICATES CONCRETE PAVEMENT PCC HEADWALLS THAT THE ENGINEER MAY TIE OUT EXISTING MONUMENTS. 44 SIDEWALK TYPE JUNCTION STRUCTURE PER CITY STD 123 1 EA. 45 RCP CONCRETE COLLAR PER APWA STD 380-2 -- W -- INDICATES EXISTING WATERLINE 28. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE - - S �- INDICATES EXISTING SEWERL I NE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE . PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET -- G -- INDICATES EXISTING GAS LINE CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA.� � � � � � n n � � O � � � ©� � � -��-- INDICATES EXISTING IRRIGATION LINES ( BTL. =6TEEt. 29. RECORD DRAWINGS SHALL BE PROVIDED BY THE ENGINEER OF RECORD TO THE CITY OF V CONC. -CONCRETE) FONTANA. - --{-- INDICATES OVERHEAD LINE 30.O EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THEIR CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL SECTION IS 61/2 INCHES A.C. PAVEMENT OVER 4 INCHES - - E -- INDICATES EXISTING UNDERGROUND ELECTRICAL LINES ATE ONLY. THE CONTRACTOR DETERMINE LOCTHEATIONS ARE EXACT LOCATIONNOFSALLPEXXISITING UTILITIES BEFORE COMMENCING WORK. HE CRUSHED AGGREGATE BASE. --TEL-- INDICATES EXISTING UNDERGROUND TELEPHONE FACILTIES AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE ALL UNDERGROUND UTILITIES. CONSTRUCT 1! CONCRETE CURB AND GUTTER PER CITY STANDARD DETAIL 101. Opp INDICATES EXISTING POWER OR TELEPHONE POLE TA+ + N I ND I GATES EXISTING POWER POLE ANCHOR 31. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE ( 5 ) FEET IN '�'.. • 21' 4=-flEB�IMM9QB--I IEs!$ER PER--F4EE�-a6, -- $ETAS& v SIGN INDICATES EXISTING SIGN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN 4 CONSTRUCT A. MENT OVERLAY MIN 0.10 FEET THICK. M11/a INDICATES EXISTING WATER VALVE DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. O CONSTRUCT 8" ASPHALT CONCRETE DIKE PER CITY STANDARD DRAWING 136. ® INDICATES EXISTING WATER METER 32. THE CONTRACTORS(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR© CONSTRUCT GRADED SWALE. D/W INDICATES EXISTING DRIVEWAY CiTYCPRENCH wORKTOORK ROM COMMENCEMENT OFCOPY WORK�F SAID PERMIT SHALL BE ON FILE WITH THE TC INDICATES TOP OF CURB ELEVATION O CONSTRUCT PCC DRIVEWAY PER CITY STANDARD DRAWING 102 • TB INDICATES TOP OF BERM ELEVATION 33. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. ® CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL ETV INDICATES EDGE OF TRAVELED MAY 34. ALL PUBLIC TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT. MUD AND DEBRIS SECTION IS 33% INCHES A.C. PAVEMENT OVER 4 INCHES DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE CRUSHED AGGREGATE BASE. EP INDICATES EDGE OF PAVEMENT DONE TO THE SATISFACTION OF THE CITY ENGINEER. FL INDICATES FLOWLINE ELEVATION O9 CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL 35. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY SECTION IS 5 INCHES A.C. PAVEMENT OVER 4 INCHES SP INDICATES EXISTING IRRIGATION STANDPIPE STANDARD SPECIFICATIONS. CRUSHED AGGREGATE BASE. FG OR XX -X INDICATES FINISH GRADE ELEVATION 36. GCP INLET REFERS TO CALTRANS STANDARD PLANS. DATED JULY 1992 ALL OTHER CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL (XX .X) INDICATES EXISTING ELEVATION DRAINAGE FACILITIES TO BE REFERED TO FONTANA CITY STANDARDS. SECTION IS 3 INCHES A.C. PAVEMENT OVER 4 INCHES CRUSHED AGGREGATE BASE. FH 4C+ INDICATES EXISTING FIRE HYDRANT 37. SURVEY CONTROL DATA AND BENCH MARKS ARE SHOWN ON SHEET 4. INDICATES SLOPE 2:1 MAXIMUM CONTRUCTION STAKING SURVEY CONTROL MAP 11 CONSTRUCT BUS BAY PER DETAIL SHEET 19. CF INDICATES CURB FACE HEIGHT CALTRANS GENERAL NOTES: 12 CONSTRUCT RETAINING WALL WITH 4' HIGH CHAIN LINK CL OR fL INDICATES CENTERLINE FENCE PER DETAIL SHEET 19. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN OR NEAR STATE RIGHT OF WAY. 1 CONSTRUCT DRAINAGE NAGE FAC I L i TY PER DETAILS SHEETS 22 THRU 26. FS INDICATES TOP OF PAVEMENT F I N I SHED SURFACE ELEVATION 2 Ek TYPE I CLASS F 14 INSTALL 4" CONDUIT PER DETAIL SHEET 19. EG OR BC INDICATES END OF CURVE OR BEGIN CURVE ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE LATEST STATE DELINEATORS A D D E D STANDARD OR BY THE JUSTIFIED). __ -� '� INDICATES DRAINAGE SWALE (STANDARDPLANS OTHER&THANCSTATETIONS STTANDARDSSMUSTEBEED PRE-APPROVEDTAND 15 REMOVE EXISTING FENCE BETWEEN LIMITS OF NEW FENCE. AT EACH LOCATION CSM INDICATES SURVEY MONUMENT NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. 16 ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISH GRADE PER CITY STD 109. �"--.... _ INDICATES FENCE THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY IS FOR ESTIMATING "-------" INDICATES CUT SLOPE LIMITS THE BA BY A ENGINEERAFTER ESOOI Q CONSTRUCT A.G. DRIVEWAY PER DETAILS SHEET_21. LLY. NATIVEITESTING HASUAL BEENECTION COMPLETEDI. TRAFFIC INDEX STTIL I ) OF SHALL BE - - - - - - - - INDICATES F ILL SLOPE LIMITS USED IN THE DESIGN OF THE TRAVELED WAY. AND A TI OF 9.5 SHALL BE USED18 POLE AND LUMINAIRE TO BE INSTALLED BY S.C.E.. - - - ._ - INDICATES TEMPORARY GONSTRUCTIdV EASEMENT FOR THE SHOULDER DESIGN. THE LABORATORY REPORTS AND THE DESIGN CALCULATIONS SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION OF O END OF PAVEMENT TRANSITION PER DETAIL SHEET 19. INDICATES RETAINING WALL THE STRUCTURAL SECTION. RCP' INDICATES REINFORCED CONCRETE PIPE WHERE SURVEY MONUMENTS EXIST. SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED `@ RESET MONUMENT (BY CITY). SPA INDICATES CORRUGATED STEEL PIPE ARCH AND RESET PURSUANT TO BUSINESS AND PROFFESIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). 21 ADJUST VALVE COVER TO FINISH GRADE. GCP INDICATES GRATED CONCRETE PIPE INLET (CALTRANS STANDARD PLANS D75) THE PAVEMENT SHALL BE SAW -CUT 2' MINIMUM FROM THE EDGE OF PAVEMENT. THE SAW -CUTS FES INDICATES FLARED END SECTION MUST BE PERPENDICULAR OR PARALLEL TO THE STATE HIGHWAY CENTERLINE. 0 TO BE RELOCATED (BY OTHERS). PG INDICATES PROFILE GRADE ALLSIGNING. DI STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OFFTHE TRAFFIC MANUAL. PUBLISHED BY THE STATE OF CALIFORNIA. 2© PROTECT 1 N PLACE. SMH © INDICATES SEINER MANHOLE DEPARTMENT OF TRANSPORAT 1 ON, AND SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS 2q CONSTRUCT 4' HIGH CHAIN LINK FENCE. R/W INDICATES RIGHT OF WAY SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. OG INDICATES OR I G I NAL GROUND ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOW14 ON THE PLANS SHALL 2© CONSTRUCT CURB DEPRESSION TEMPORARY RAMP PER DETAIL SHEET 19.- INDICATES PROPERTY LINE BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. - - - TENS- ALL SIGNS, ROADSIDE MARKERS. ELECTROLIERS. ETC., SHALL BE PROTECTED AND/OR CONSTRUCT AC OVERSIDE DRAIN PER CALTRANS STANDARD PLANS ONST INDICATES TEMPORARY CONSTRUCTION EASEMENT REPLACED IN-KIND ACCORDING TO THE CURRENT TRAFFIC MANUAL, AT NO COST TO D87B AND PER DETAILS SHEET 20. EASE THE STATE. 2© MATCH ELEVATION OF EXISTING DRIVEWAY. INDICATES SCE POLE i LUMINAIRE U SWWIM Atlftt /,a\ INSTALL 4' HIGH CHAIN LINK FENCE DRIVE GATE (L OINDICATES EXISTING TREE TO BE PROTECTED 2a INSTALL 4' HIGH CHAIN LINK FENCE WALK GATE (L-4') IN PLACE ® CONSTRUCT HEADWALLS AT END OF PIPES PER DETAILS SHEET 21. PLANS PREPARED BY: 31 MM CONSTRUCT CURB INLET STRUCTURE PER CITY STANDARD DRAWING 121. 9MINEERINti EING © CONSTRUCT GCP MODIFIED INLET PER DETAIL SHEET 19. m am PROGM MGW• TO BE 34 � ABANDONED YP CONSTRUCT SIIDEWALKTYEJUNCTI ONSTRUCTURE PER 275 MST HOSPITALITY LANE 9 SUITE 314 CITY STANDARD DETAIL 123. SAN BERNARD I NO CA 92408 (909)889-3466 "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE ADDED RECORD DRAwINI FOR OR LIABLE FOR. UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. " Dwm JOB we 2175.01 REV. REVISION DESCRIPI 29 12 " CMP 14 , GAGE 32 RCP FLARED END SECTION PER CALTRANS STD. NO. D948 33 GCP MODIFIED INLET PER CALTRANS STD. NO. D75 36 L.F. 34 DEBRIS RACK/GRATE ASSEMBLY 14 EA. 35 4" DIA. 16 G.A.GE-S*EE CROSSOVER CONDUIT SC H 40 PVC 1.460 L.F. 36 SIGNING. PAVEMENT MARKINGS. AND STRIPING L.S. 37 PAVEMENT MARKERS (TYPE "A") AT CROSSOVER CONDUIT 62 EA. 38 EROSION CONTROL i L.S. 39 RETAINING WALL (H=2.71) WITH 41 HIGH CHAIN LINK FENCE 168 S.F. 4a INSTALL AC OVERSIDE DRAIN 1668 S.F. 41 41 ` 42 41 ' 43 PCC HEADWALLS 44 SIDEWALK TYPE JUNCTION STRUCTURE PER CITY STD 123 1 EA. 45 RCP CONCRETE COLLAR PER APWA STD 380-2 -� 374 L.F.' -� DELETED -+►DELET ED ♦ 20 EA. -sw 32 EA -� 770 S. F I EA. ►7 C.Y. ►2 E pol. I IN, mmwilR7l. E SANTAI ANA TT W �!U 1 ILS 1 U LUN 1 F;�L 1 Uf� THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE FOLLOWNG COMPANIES HAVE AN INTEREST IN THE EXISTING FACILITIES WITHIN THE LIMITS OF THE PROJECT: PACIFIC BELL CITY OF FONTANA 3939 E. CORONADO ST. ENGINEERING DIVISION ANAHEIM, CA 92807 8353 SIERRA AVENUE (714)666-5443 FONTANA. CA 92335 (909)350-7610il SOUTHERN CALIFORNIA GAS CO. SOUTHERN CALIFORNIA EDISON 1981 WEST LUGONIA AVE. 7951 REDWOOD AVE. REDLANDS. CA 92373 FONTANA. CA 92336 (909)335-7547 (909)357-6566 FONTANA WATER COMPANY COMCAST 8440 NUEVO AVENUE 1205 DUPONT AVE. FONTANA. CA 92335 ONTARIO, CA 91761 1909)822-2201 (909)350-4739 FONTANA UNION WATER CO. CALTRANS - DISTRICT 8 16779 SPRING STREET 247 WEST THIRD STREET FONTANA, CA 92335 P.O. BOX 231 (909)822-2201 EXT.319 SAN BERNARDINO. CA 92402 ENCHROACHMENT PERMIT DEPARTMENT UNDERGROUND ALERT 1-800-422-4133 (909)383-4536 THE CONTRACTOR AGREES THAT HE 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 HOURSt AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 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 ENGINEER. M N0. 20 amw 11f Q