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HomeMy WebLinkAbout2428-1ST EETIMPROVEMENTL�AN4S 1L 0N1[ A.d V A9 CALIFORNIA TRA CTNOoc 115744 1 1 Li �#A� =10Lr - I FONTANA I AVENUE w AVENUE JURUFA REGIONAL Enos PARK d VICINITY MAP" TYPICAL 50' STREET SECT/ON NU I I U SCALE P/CAL 56STREET TIV RON) NOT TO SCALE 2:1 CUT MAX. �YLL MAX. ray ia• ii t 1. CONSTRUCT-±- " A.C. OWR 12 " COMPACTED N14T/V£ SOA! (COMPAC7FD 95X MIN/MUM) 202,500 S. F. 2 PCONSf TRUCT COMC. CURB & GU7TER - 6" C.F. P£R CITY OF FONTAAW STD. DET. 101 10, 100 L.F. .3 CONSTRUCT CONC. CURB & GUTTER - 6" C. F. TRANS TO 8" C. F. PFR 017Y OF FONTANA STD. OETAQC 101 200 L. F. 4 CONSTRUCT STD. CROSS GUTTER & SPANDR£LL PER C17Y OF FONTANA STD. DET. 104 5, 000 S. f. (5)- CONSTRUCT 4" THICK CONC. SIO£WALK WIDTH & LOCATION PER PLAN 6 "UST VAL W COVERS TO NEW GRADE PAWMENT SEC?70A(S S) OV#W ARf A#N/Ji W AND S IECT 70 REIN 10)0 AND (7)- A0✓157 MANHOLE COVERS TO GRAD£ PER DET. 109 2 F� B CONSTRUCT RAMPED CURB RE7URN PER C17Y OF FONTANA STD. DET. 104A 22 EA. r� LJ INSTA4L STREET LIGHT - 5800 L UMZ-IV HIGH PRESSURE SODIUM L4MP, C OBRA HEADS W CUT OFF LENS£ LIGHT FIXTURE, INSTALLED BY S.C. E. FA 3 a 10 CONSTRUCT RESIDENTIAL DRIVEWAY PER C17Y OF FONTANA STD. NT 102, W=W- TD BE F/£LD LOCATED 186 EA, 1 INSTALL 18" R. C. P. 20000 116 L.F. (10 INSTALL 24 " R. C. P. 20000 12J L. F. 1 INSTALL 30 " R. C. P. 1750, 70 L.F. 14 CONSTi?CUT C- St /-T PER L.A C. F. C.D. STD. 2-,016J, W= 7 J EA• 1 CONSTRUCT C.B. IJ PER L.A C F. C. D. STD. 2-,016J, W=14' f EA 1 CONSTRUCT M.H. / 1 PER L.A C. F. C. D. STD. 2-0102 1 Eq, 1 CONSTRUCT ✓. S. Z4 PER L.A C. F. C. D. STD. 2-D 193 1 Eq, FONTANA I AVENUE w AVENUE JURUFA REGIONAL Enos PARK d VICINITY MAP" TYPICAL 50' STREET SECT/ON NU I I U SCALE P/CAL 56STREET TIV RON) NOT TO SCALE 2:1 CUT MAX. �YLL MAX. ray ia• ii t 1. ALL #VRK SHALL BE DONE 7"ORDAA/CE il97H NESE PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK 2. CONSTRUCT10Y PERMITS SH&L M OBTAINED FROM f A TANA £NG/NEFR/NO DEPARTMENT PRIOR TO START OF ANY #VRA WITHIN THE C17Y L/M/75 J. SW70NIAV REFERS M 0EN7E`RL/NES OF STREET. 4. CURB DATA REFERS R? Thr FACE OF PC CURB. 5. ALL EXPOSED COAC'RL7E SHALL CONFORM /N GRADE, COLOR AND 17MISH 70 ALL AD00/111/NG CURBS AND SIDEWALKS. A PAWMENT SEC?70A(S S) OV#W ARf A#N/Ji W AND S IECT 70 REIN 10)0 AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLE71ON OF ROUGH GRAD/A49. SHOULD THE STREET CONSTRUCTION START MORE THAN 3 A✓ONTHS AFTER THE PLANS ARE APPROVED, AND /F THE FIELD PAVEMENT COMOIT/ONS CHANGE; THEN 71& -DEVELOPER WOULD BE REOU/R£D its UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD COND/T/ONS 10 7. ALL UNDERGROUND HVRK SHALL BE COMPLL7ED PRIOR 70 PAW VG' OF STREETS 8 f ZIS771VG UNDERGROUND UT/L/TES ARE AS A PER AW& ABLE' RECORDS. 7W ONTRAC70R SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR 70 ANY WORK 9. ASL M01177L£ AND CLE4A007 FRAMrLS AAV COP2'RS SHALL Ar CONS7RUC7F0 6 BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL B£ RAISED T9 GRADE" BY PAVING CONTRACTOR AFTER COMPL£T/ON OF PAV/NGS 70. ALL WL Kr FRAMES AND COWRS S)Y&L BE CONSTRUCTED 6" B170W FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAV/ASG. 11 REFER TO CITY OF FONTAAK UNDERGROUND UTILITY LOCATION STANDARD ©ETAIL 129. 12. THE CONTRACTORS) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER /MPROOVVFFMENTS INCL U0/NG BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGH77NG TELLV/S/ON C.4�LE LANDSCAPING LANDSCAPING WATER, SEWEtR, STORM DRAINAGE; SAN BERNARDINO FLOOD CONTROLU S�TEMS,E�RECLA/UE6 RIVERSIDE CA. 13. AS BUILT DRAWINGS SHALL BL` PROVIDED BY THE L?1/CIMZ" 7V TW CITY OF FOAITAA14 14. 7YPE, LOCATION, AND WIDTY OF DR&FWAY APPROACH APRONS WZL BE DETE"RM/NED AT THF TIME OF CONSTRUCTION AND SH4LL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. 15. CONTRAC70R /S INSTRUCTED 70 REFER 70 THESE PLANS AND THE SPLZYR/CATIVA/S, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDI TEL Y REPORT S4/0 CONFLICT OR POSSIBLE CONFLICT TO THE OWNERS REPRESENTATIVE: 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. _ 17. NO CONCRETE SHALL BE PLACED ZIN77Z THE FORMS AND REINFORCING SITEL HAS 70 BEEN PLACED, INSPECTED AND APPROVED. 18. THE WALLS AND FACES OF ALL £XCAVAT/ONS GREATER THAN FIVE (5) FELT /N N DEPTH SHALL BE EFFECTIV£L Y GUARDED BY A SHORING SYSTEM SL OPING OF THE GROUND OR OTHER EQUIVALENT MEANS: TRENCHES LESS THAN FIVE (5) FEET N DEPTH SHALL ALSO B£ GUARDED WHEN EXAM/NAT/ON INDICATED HAZARD US GROUND MOVEMENT MAY BE EXPECTED. _ ---� 19. THE CON7RACAOR(S) SHALL OBTAIN A PE-RM/,r TO PERFORM £XCAVA770N OR TRENCH WORK AS DESCRIBED /N N07F 18 ABOW FROM CALIFORNIA STATE - PIV/S/ON OF INDUSTRAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1. 1.6 20. NO 7RENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE C/7Y9 INSPECTOR. _ 21. ACTUAL AAtTMENT THICKNESS TO BE DETERMINED - BY SOIL ENGINEER AFTER , COMPLETION OF ROUGH GRADING. - 22. ADE'OUA7F STAKES SHALL BE SET BY THE ENGINEER RO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. _ 23. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR 70 NVRKING AROUND THEIR FACILITIES. 24 BACKR U AA7TRIALS SAWLL WR/F/ED BY CONTRACTOR AND APPROVED BY THE PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. GACA -,-%L MATERIALS 70 HAVE S.E. OF JO (MIN) AND A A&W.. COMPACT/ON OF 90w 26. 77/E CONTIUVOR /S REOZARED ' 70 HA W A FULL SL7 OF L.A. C. F. C. STANDARDS ON SITE AT ALL TIMES PRIOR TO STORM DRAIN CONTRACTION. ` 27. PR/OR AO CONSTRUCTION OF WATER SEWER ANDOR ST17RM DRAIN LhVES THE CONTRACTOR SHALL EXPOSE THE EX/ST/NG WATERSEINER AND10R STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION 70 A C17Y FACILITY DOES NOT IMPL Y APPROVAL OF THE CORRECTN= OF THE ELEVATION AND/OR LOCATION AS SHOWN ON PLANS. 28. IF DURING CONSMUCT/ON GROUND WATER /S ENCOUNTERED A SYSTEM APPROVED BY THE CITY E`NG/NE£R SHALL BE INSTALLED TO b7E TER SAID AREA AT THEDIRECTION OF THE SOILS ENGINEERR, 29. ALL EXPOSED METAL SURFACES SHALL BE GAL VAN/ZED /N ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 30. ALL A07 RALS AND METHODS 7th BE SUB✓ECT 70 THE APPROVAL OF THE CITY ENGINEERR, 31. ACTUAL THICKNESS OF A. C. PAVEMENT ANDIOR BASE COURSE MATER/AL FOR STREET STRUCTURAL SECTION SHALL BE RECOMMENDED BY A GEOTECHNCAL ,ENGINEER/NG REPORT AND SUBMITTED TO THE CITY OF FONUNA FOR APPROVAL 1/PON COUPLET/ON OF ROUGH GRADING. THE PROJECT DEVEL OPER /S, IN OfNERA,q4,, REQUIRED TO BRING HIS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DIS/GN LIFE BETWEEN SITE PR0PER7Y LINES, PLUS RESONABLE JO/NS TO EXISTING PAVEMENT SUBJECT TO FINAL APPROVAL BY THE CITY ENGINEER. 32. IT SHALL B£ THE RESPOMD/B/UTY OF rHE CONTRACrOP 7th NOTIFY rHr ENGINEER ,AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSULLZD SO THAT THE ENG/NEER MAY INSTALL STREET CENTERLINE MONUMENT AS R£OlUIREO BY THE C17Y COPE OF THE C17Y OF FON7AA64 PRIVATE ENGINFERS A0197F.- THE CONTRACTOR AGREES THAT HE SHALL AS'S'UME SOLE AND COMPLETE RESPONSISIL17Y FOR ✓OB S/T£ CONDITIONS DURING TH£ COURSE OF COAWRZACT/ON OF THIS PRazcT, /AGCY UD/Av SAFE7Y FOR ALL PERSONS AND PROPERTY,• THAT THIS RL"QU/REMENT SHALL APPLY CONT/NZIOZISL Y AND NOT B£ L/MITED TO NORMAL WORKING HOURS,• AND THAT THE CONTRACTOR SHALL DEFEND, IMDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LI.AB/LI7Y, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMA/vCE OF WORK ON THIS PRO✓ECT, EXCEPT/ASG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. THE EX/SMACE AND LOCATION OF ANY UNDERGROUND 41PLI77ES OR STR!C7ZIRES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR /S R£QU/REO 70 TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE 41PL/TIES SHOWN, AND ANY OTHER LINES OR STRUCTURES' NOT SHOWN ON THESE PLANS, AND /S RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE 70, THESE L /NfS OR STRUCTURES 'g R,l,