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HomeMy WebLinkAbout3213-1TO IMPLEMENTING DETOURS. 5CONSTIRI.ICTION 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 UIIT LIMITS. CALL (VUV) 350-7610 6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METfIODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MAN -UAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. PHASE 2 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACT -GR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8 THE CONIT"TOR SHALL OffTAIN A PERMIT TO PERFORM EXCMWION OR TRENCH WORK FOR TRENCHES 5 ' FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF [INDUSTRIAL SAFETY. SHEET SH, 5 SHEET 7 SHEET 2 El 3 SHEET 4 SHEET 6 9 THE *KLS AND FACES OF ALL EXCAWFONS, GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED SUMMIT AVE. RO D MEANS PURSUANT TO T BY SHCRING, SLOPING OF THE G, U!IJJ OR OTHER ARP HE REQUIREMENTS OF THE DIVISION OF If STRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET/LYTLE CREEK K NO X AVE. 6 41 SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. ROAD CITRUS AVE. VjASF_ 3En r Jill 10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBILIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE' PERMIT FOR THAT PURPOSE. 177V ck IND MA E Y" _5 OW, VE BEEN DIET -IN,, D FROM AV -,LABLE 114FOR-M, W A " 11 THE LOCATIONS 01 UTILITIES SH VN HA ERM, Al R AT HO EVER, IT _V A A FIELD, THE TRUE LOCATION AND I - ITS SHALL BE THE RESPOk BILITY OF THE CONTRACTOR TO DETERMINE, IN THE FI- ELEMPON OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-26GO TWO WORKING DAYS BEFO-RE EXCAVATION. CONSTRU TION NOTES AND U. TITY ESTIMATES CFD QUANTITI:ES 12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WffH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE? IRRIGATION, DOMESTIC TOTAL FROM STA. 568+44 DESC 0, U A, - N_�I ITIES TO 60+ 00 WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES R I PT[O N -K G DAYS NOTICE PRIOR TO WORK AROUND TREIR FACILITIES. SHALL BE GIVEN TWO WOR b zm_ a - c A -P Co, c Tc 64UAJ -Fac A 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE QUANTITIES CONST. 10' X 9' CAST -IN-PLACE REIGIRCED 204 LF -234 EF 04LF234 LIF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR I AW -n mvP11', CONCRETE SINGLE BOX PER DETAILS ON SHT 12 CENTERLINE ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS: TO THE REST OF OUR KNOWLEDGE, THERE ARE NO VALVE OPERATION AND WATER REQUIREMENTS. WAT CONST. 11' X 9' CAST -IN-PLACE REINFORCED 3,314 LF 2,381 LF EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE TOTAL CUT = 8,6 ,500 CY CONCRETE SINGLE BOX PER DETAILS ON SHT 12 TOP OF CURB 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE. NOTED. = 29,300 CY FL FLOW LINE (GUTTER) FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES TOTAL FILL 700 CY CONST. 13' X 6' CAST -IN-PLACE REINFORCED 135 LF 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONCRETE SINGLE BOX PER DETAILS ON SHT 12 ACE,> smiLr C-6 It fA�[_- g r, 4&Ilill V45 I C" P 91&aZ # CA= -V,, Mn �4 ADO &E Cn Dug. AQVINP EASEMENT TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TRAFFIC SIGNAL CONST. 12 X 9' CAST -IN-PLACE REINFORCED 1,986 LF 1,306 LF PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. CONCRETE SINGLE BOX PER DETAILS 0 7 N SHT 12 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS CONST. MANHOLE -CONCRETE BOX STORM DRAIN PER A.P.W.A. STD. 323-1 14 EA 9 EA WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER, O8 -- CONST. JUNCTION STRUCTURE -PIPE TO RCB, PER A.P.W.A. STD. 333-1 7 -EA 8 EA 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL. INCLUDING SURVEY MONUMENTS, MAON-0 NT NJ - CONST. JUNCTION STRUCTURE -PIPE TO RCB, PER A.P.W.A. STD. 334-1 14 EA 6 EA TIES AN -D BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SUER EYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. @—CON;ST. TRANSITION STRUCTURE -SINGLE RCB TO THE CONTR N E WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO -ACTOR SHALL NOTIFY THE ENGINEER ON SINGLE RCB PER A.P.W.A. STD. 341 -14,VA- 3 2 EA' MONUM=ENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 12 CONST. PIPE CLOSURE TYPE "A" PER SAN BERNARDINO COUNTY FLOOD 1 EA 2 EA 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A CONTROL DISTRICT STD. S.P. 176 MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS @-- CONST. PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD 5- -Sk AND EMERGENCY VEHICLES. CONTROL DISTRICT STD. S.P. 176A 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING 14 CONST. 84" R.C.P. D -LOAD PER PLAN. 85 LF 85 LF ADEQUATE WATERING, AT ALL TIMES, 15 CONST. 72" R.C.P. D -LOAD PER PLAN. 72 LF 20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED CONST. 24" R.C.P. D -LOAD PER PLAN. 455 LF 347 LF ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 17 CONST. 36" R.C.P. D -LOAD PER PLAN. 235 LF 104 LF 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 18 CONST, CONCRETE COLLAR I PER A.P.W.A STD. 380-2 7 EA 4 EA CONST. JUNCTION STRUCTURE -PIP TO P; PE PER A.P.W.A. STD. 331-2 1 EA 22 A GEOTECH%CAL ENGINEER SHALL CERTIFY ALL RA ILL COMPRACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY I S CONST. CMP RISER PER O.C.E.M.A. STD. NO. 1327 4 EA 2 EA OBTAINED. 26 CONST. JUNCTION STRUCTURE -PIPE TO P%I.r-,I- PER A.P.W.A. STD. 332-1 1 I EA 1 EA 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 27 PROTECT EXISTING IMPROVEMENTS IN-PLACE NO_-1N-ERODJEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CONST. 30" R.C.P. D - LOAD PER PLAN 59 50 LF LF 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FIN -ISH TO MATCH EXISTING CONST. 6,6" R.C.P D -LOAD PER PLAN 53 LF 53 LF CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY C ST. 4.12", R.C.P D-LOAD1__1PER PLAN -SINGLE LF LF L. I �(5' CAIST-IN-PLACIF REVFORCED COW. DET ROY, Pto ON SHT-42 10 LF ENGINEER. CITY OF FONTANA UTILITY NOTIFICATION LIST 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 CITY OF FONTANA SO. CALIFORNIA EDISON COMPANY COMCAST (CABLE TV) CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. ATTN: ANTHONY SALAM ATTN: JAIME AMESZCUA ATTN: JACK HAYES 8353 SIERRA AVENUE (909) 357-6581 1205 DUPONT AVENUE FONTAN 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE FONTANA, CA 92335 7951 REDWOOD AVENUE ONTARIO, CA. 91761 CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. (909) 350-6632 FONTANA, CA. 92335 (909) 390-4736 EXT. 3055 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, (909) 820-5598 UNDERGROUND SO. CALIFORNIA GAS COMPANY (909) 820-5137 TRANSMISSIONS INSPECTED AND APPROVED. ATTN. ALAN KESELOFF(213) 637-1233 PIPELINES PACIFIC BELL CO. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 16231 VALLEY BLVD. (909) 357-6589 -DISTRIBUTION FONTANA, CA. 92335 ATTN: VIRGINIA BECKER 3939 E.CORONADO STREET (909) 335-7781 (800) 227-2600 ANAHEIM, CA 92807 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. EMERGENCIES: (800) 427 2.20:0 (714) 666-5467 � CRAWFORD CANYON MUTUAL WATER CO. 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY ATTN: BILL VARDERKIEFT, JR. THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. FONTANA WATER COMPANY' (619) 868-6-040 ATTN: AL KROHN, E PROP-CON.C. CURB & GUTTER t -V= PiNcomf rt. FGA MY two CONTRACTOR TO STRAP DOWN THE EX. 8" GAS LINE DI.IRING CONSTRUCTION EVERY 9' USING A 2X4 All A NYLON STRAP OR APPROVED EQUAL AS RECOM'MENDED BY THE SO. CAL. GAS CO. CONTRACTOR SHALL PROTECT AND SU."TORT ALL EXISTING UTILITIES AND PROVIDE SHOP DRAWINGS APPROVED BY A CIVIL ENGINEER FOR SUPPORT OF EXISTING PIPE CROSSINGS SOPENSED Al PROPOSED RCB TO THE SATISFACTION Of THE AFFECTED AGENCY R/W C/L 10, 1 36' 1 34' SHORING REQUIRED EXIST, do PROP. 10" SEWER BACKFILL WITH NATIVE MATERIAL NOT TO EXCEED 6" IN DIAMETER PER GREEN BOOK SECTIONS 300-3.5.1 & 300-7.4 RCB OVER 1' — SCARIFIED Iiiiii MATERIAL . AC 2% )VER VA To 17' OVER FROM OVER RCE _a PROP. RIS 1.511 17' 81 6' STAGING AREA ." l , Z_�­,K_x R/W 12' 1 7' 5' PROP. AC EXIST. CONC PAVEMENT SIDEWALK PROP. MED.CURB EXIST. CONC. CURB & GUTTER EXIST. 17"— 25" —EXIST. 81' GAS @ 30" COVER WATER 01± (8' TO 20' FROM RCB CL) 1 j, `—SHORING REQUIRED UP TO S - 560+3 0.00 VARIES 14' RC8 TRENCH MR SUMMIT AVENUE TYPICAL SECTION HORIZ: 1" = 20' VERT: 1 " = 10' PRIVATE ENGINEER9S NOTICE TO CONTRACTORS VICINITY MAP GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1 " MAX. SIZE). mik GRANULAR BEDI)ING, FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE' 10 OR GREATER 1'. DEPTH USE 1/2 CRUSHED STONE BEDWNG, TRENCH DETAIL NOT TO SCALE 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORN. 3. CLASS 11 AGG. BASE ALL TR-ENCI-4ES LESS THAN 100' IN LENGTH. 4. COMPACTION SHALL BE 90% IN ALL ZONES UN16M OTHERWISE SPECIFRD. TRENCH ST LITY SHALL CONFORM TO CAL -OSHA REQUtIR EMIENTS. SHOWN OR NOT SHOWN ON Incor- DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTIN-UOUSLY AND NOT BE LIMITED TO NOR -MAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN, CONNECTM WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. NOTE: MARK: 8-17 CALTRAANS BASIS OF OtMINUN : 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, 8440 NUEVO AVENUE THE BASIS OF BEARINGS FOR THIS MAP IS THE AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. FONTANA, CA 92335 UNDERGROUND SERVICE ALERT LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS HAVE BRASS CAP IN CONCRETE S.C.E. SOUTH LINE OF'THE NORTHEAST QUARTER OF R TOWER LEG,343 N HIGHLAND SEC. 26, TOWNSHIP 1 NORTH, RANGE 6 WEST (909) 822-2201 EXT. 3 2 3 (800) 227-2600 NOT BEEN APPROVED. LOCAL STORM DRAIN LINE AND LATERAL AVE., 0.20 Mi. W/O $AN SEVAINE RD., SAN BERNARDINO MERIDIAN SHOWN AS 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL FAX.909) 823-5046 CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW OF TENTATIVES 2.65 MI. W. ALONG HIGHLAND AVE., N 89'37'36" W ON A MAP FILED IN BOOK 88 PROVIDE RECORD DRAWINGS T© THE CITY ENGINEER. ONCE THEY ARE FORMALLY SUBMITTED FOR CITY REVIEW. FROM SI : ERRA AVE. 1428 6Q90 PAGES 36 THROUGH 42, INCLUSNE, OF SURVEY, RECORDS OF SAN BERNARDINO COUNTY. .-I- 34 MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350. REV. REVISION DESCRIPTION DATE ENGR. Cl i" DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of REV. GAS WTR & SWR LINES, ADD ELEC. LINE (.4.,gj PREPARED IN THE OFFICE OF 5 THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES y I MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE ADD SD CONN., REV. LAT. "E" & PIPE COMMENCE WITKIN TWO YEARS OF THE DATE OF APPROVAL A MADOLE AND ASSOJ=TES, INC. REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. AANV0AVAAANVVVVV~CLOSURES ADD LAT. L, M, N,O,P, &R SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 62183 10601 CHURCH STREET, STE. 107 THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc 5,000 psi RANCHO CUCAMONGA, CA 91730 FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND fc=6,000 pci FOR DIAL TWO WORKING ADD 1Ox9 STRUCT. BOX SECTION �--THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp, 9-30-05 PHONE (909) 948-1311 VELOCITIES EXCEEDING 30 FEET PER SECOND. EARTHWORK QUANTITIES MANHOLE LLINL) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS R/W I AW -n mvP11', /,/ CENTERLINE ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS: TO THE REST OF OUR KNOWLEDGE, THERE ARE NO STORM DRAIN WAT OH OVERHEAD UTILITY EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE TOTAL CUT = 8,6 ,500 CY TC TOP OF CURB PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR CUT (BOX 'ONLY) = 29,300 CY FL FLOW LINE (GUTTER) FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES TOTAL FILL 700 CY IN INVERT ELEVATION SHOWN OR NOT SHOWN ON Incor- DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTIN-UOUSLY AND NOT BE LIMITED TO NOR -MAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN, CONNECTM WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. NOTE: MARK: 8-17 CALTRAANS BASIS OF OtMINUN : 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, 8440 NUEVO AVENUE THE BASIS OF BEARINGS FOR THIS MAP IS THE AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. FONTANA, CA 92335 UNDERGROUND SERVICE ALERT LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS HAVE BRASS CAP IN CONCRETE S.C.E. SOUTH LINE OF'THE NORTHEAST QUARTER OF R TOWER LEG,343 N HIGHLAND SEC. 26, TOWNSHIP 1 NORTH, RANGE 6 WEST (909) 822-2201 EXT. 3 2 3 (800) 227-2600 NOT BEEN APPROVED. LOCAL STORM DRAIN LINE AND LATERAL AVE., 0.20 Mi. W/O $AN SEVAINE RD., SAN BERNARDINO MERIDIAN SHOWN AS 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL FAX.909) 823-5046 CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW OF TENTATIVES 2.65 MI. W. ALONG HIGHLAND AVE., N 89'37'36" W ON A MAP FILED IN BOOK 88 PROVIDE RECORD DRAWINGS T© THE CITY ENGINEER. ONCE THEY ARE FORMALLY SUBMITTED FOR CITY REVIEW. FROM SI : ERRA AVE. 1428 6Q90 PAGES 36 THROUGH 42, INCLUSNE, OF SURVEY, RECORDS OF SAN BERNARDINO COUNTY. .-I- 34 MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350. REV. REVISION DESCRIPTION DATE ENGR. Cl i" DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of REV. GAS WTR & SWR LINES, ADD ELEC. LINE (.4.,gj PREPARED IN THE OFFICE OF 5 THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES y I MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE ADD SD CONN., REV. LAT. "E" & PIPE COMMENCE WITKIN TWO YEARS OF THE DATE OF APPROVAL A MADOLE AND ASSOJ=TES, INC. REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. AANV0AVAAANVVVVV~CLOSURES ADD LAT. L, M, N,O,P, &R SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 62183 10601 CHURCH STREET, STE. 107 THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc 5,000 psi RANCHO CUCAMONGA, CA 91730 FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND fc=6,000 pci FOR DIAL TWO WORKING ADD 1Ox9 STRUCT. BOX SECTION �--THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp, 9-30-05 PHONE (909) 948-1311 VELOCITIES EXCEEDING 30 FEET PER SECOND. STATION bLr U r\- L SAYS Z�, 15t�- Ur%t. YOU DIG YOU DIG MANHOLE CB JITEV LA7 M R/W I AW -n mvP11', /,/ CENTERLINE CONDI 'FIONS AND STORM DRAIN WAT WATER SEW SEWER RCP REINJ'ORCED CONCRETE PIPE IF VCP VITRIFIED CLAY PIPE I BRING THEM INTO CONFORMANCE WITH i o C= C=a cm TOLL FIRE E 1-800-227-2600 ADJUST RC 70 CLJEAF� SCS: G D0J 48 Yqimr SEWER ELECTRIC GAS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TELEPHONE ACE,> smiLr C-6 It fA�[_- g r, 4&Ilill V45 I C" P 91&aZ # CA= -V,, Mn �4 ADO &E Cn Dug. AQVINP EASEMENT TRAFFIC SIGNAL R it, STANDARDS IN EFFECT. TFCIVI 11 FI CA RCE 621 Date : ( - � a 5 EXP. 9-30-05 STA STATION MH MANHOLE CB CATCH BASIN R/W RIGHT-OF-WAY CL CENTERLINE SID STORM DRAIN WAT WATER SEW SEWER RCP REINJ'ORCED CONCRETE PIPE IF VCP VITRIFIED CLAY PIPE CENTERLINE o C= C=a cm RIGHT-OF-WAY WATER SEWER ELECTRIC GAS TELEPHONE EASEMENT TRAFFIC SIGNAL C I TY OF FONTANA CALIFORMA DRAVM1 BY. DLS/Di SUMMIT AVENUE MPSD LINE B PHASE 2 FROM ±5�5,9' EAST OF BEECH AVE. TO ±206 -,, EAST OF.-LCIT US AVE. I &Iil oil DESIGNED UT: —i -iJG/LP/ATS I CHECKED BY. 7 gE� ATS/MJG APPROYED BY. // DRAWING NO.: 3213 I CITY ENGINEER R. C.E. 51152 DATE J:\652-1452\storm\sd-oh201-E3Otta1.DWG. 1/6/20051 25:57 AM. Dawn. Dawn