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HomeMy WebLinkAbout2046-1SIGNING AND STRIPING CONSTRUCTION NOTES 1� INSTALL NO PARKING SIGNS PER CITY OF FONTANA STANDARD NO. R26(S), F2 INSTALL STOP SIGN PER CITY OF FONTANA STD, Rl. 31 PROVIDE PAINTED STOP BAR AND STOP PAVEMENT MARKINGI PER CITY OF FONTANA STANDARD PROVIDE MEDIAN SIGNAGE PER CITY OF FONTANA STANnARi) R7 /R7A ° HUNTER'S RIDGE STREET IMPROVEMENT TRACT N0. 14276, TRACT N0. 14276- 4 - - - - - - - - - - Se SpscW iVole - N- --- bhriabk--------------#•----- -�--- -- Variable-- ;=----i - ------ I , L i Side Opening 'I I i Side OAeni,lg 1 1 Side Opening t` K 2'+ i - Basil, 1 1 ' , ; Basin D ; I Cf 1 1 1 Hai%n c;f • 1 1 1 1 1�• Topofcurb-, ; _ -- fktw Sir 6r - - - - - - - - % fall Curb foClCs FytnD(�'- - - - - - - - - - = - - - - - - - - - - - - - • - - - Qo",_ F��nI B �_ 1 Pbvnt A V nole�t'+ O Y:7riohk �15i�p�j� . straight 6nxkor0 -Ridge Line Point --Stro- ht6radeorseenote"t" d 1--i ♦ / CASE A A L� w : See not# *Spscwl Note' /Vhrne no curb exists. curbs shall be �t ,'' : -Ridge tine conalrt� WbetRinnenr�ls or1ocol Depression Curb �� �_ �•�t;_: (Round Off) sartiwl shell contbrytt b that d'c»rttrolliny ogwrcy._ Vt ; : f!s•' Gu°ter L,ne jr -- - ,- - - - - *see Special Note - - 'Exist. - y ( - - is ,Sapp �` Curb Point A ��� _ i ,--_-r': ,ritB i ' 1-- - -�'- --- - --I 126a1a K-----;•--L------�-� , x--•; -� r.--------�----------_+-.- - -+ SECTION D -D 1 , S"�ir'9 D, i i ELEVATION -- - = Tpa�'Cw�b- _ �.; 1 BOsrn r> 1 -- -- ' 'Cf--- NOTES�A ' • o. Coco/ Depnusian $/loll de Case fi un esl s ol<'erwise specified ongie:,ero! pJurr. t7fg ;Str.6r. , Curb far - /wit A � ; , o b. Elevations at puler Earners shown an gvwo/ plan /f no ekM ons o v spetr�.`rad, t t Ltbi_ o • llu alar of Lard/ Arprirss, art s7►0/l Gonlbrm to fTnishEd street sun2ca. V wr(abm �? , ' , I � seg Ltn� ,fig1 M c. Slakes shall set to grade along tie valley an0 0/a►V fhe rioige line (ani kr _St R eI ofactuo/ depressed area)• Stokes at pmnts Iti! and N steal! per set L -Stro h t u'mdt au'sar rtobr'P• j an a sfroi9ht gr ak between tops of eM hooders l if'on 0 vrertirnl curve se+e note fr•1. These stakes shall not be removed until just belbrr the Sar nate'b p ser note b_ Rnal finishing. - --- a CASE 8 - - d 4i-4,# eturlessutherwisesperitktd K•S49tunless otherwisesprcifirl L -6 " H - 41nclies ✓nfess olherw.se shown on ; he genre! lVin. e. Points A and B shellbe set at H inches belo,v erishn9 ✓tler �rdp(g �- 6• - - r-------5� --'�-- t' pcciat details governing theconstruction of this Local Depression ave sid r 1 , ; - p I? ; 1 vertical curve shown ongenerol plait. F , N (, tlaSln I C. f. ---- --'" of�Gbrb i _ r --- _c-----_ �,Ct/r� REFERENCE$ REVISION$ LOS ANGELES %:OUNTY - flow SMG... 9; - - "'r i,r. - •flog _-�, . i!' •� r..■ •►T. •..cmvv► FLOOD CONTROL 7157RICT �(h� Lh.� `' •ice►_ ;tri 1tibrioti8 f -. L.wyN(•i'NMF' LOCAL DEPRESSION NO.2 A `j-ntr Ae,i...I�V.to FOR SIDE OPENING Ilk, -S hwi (: l 6i a* or seat ndte P` ♦ e ro-ss Iddrrf Nb/•r ad t d►. 4100 CATCH BASINS PbvntN; L ' r'yull u Ir st yea.It. 11 See itole'b', D ` B �� So note . ,, .19 Cg4 .r,.x%r l -_ vzra A CASE C A f-'1 iS .L. -TLO ,Ayw o .wwrr .Ir •.ew.�.r•.•.e DATE NOTE: TRACT HAS BEEN GRADED PER APPROVED GRADING PLAN FOR TRACT N0. 13,50 AND COMPACTION REPORTS HAVE BEEN FILED WITH CITY. STRIPING GENERAL, NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO y"CALTRANS STANDARD PLANS. 3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE IN TWO(2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED.BETWEEN-FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST COAT. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTRING SHALL CONFORM TO THE .LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANSSPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL .BE STANDARD UNLESS OTHERWISE INDICATED ON PLANS. 6. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2"x2" (12 GA.) WITH 7/16" HOLES, 1" ON CENTERS.. ON FOUR SIDES THAT CAN BE PUNCHED OUT., LENGTH MAY VARY WITH SIGN INSTALATION TO MAINTAIN MINIMUM HIGHTS. THE ANCHOR SHALL -BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2'x30"x6 GA. (NON PERFORATED),TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MIDPOINT OF ANCHOR WITH ONE 7/16" HOLE ON.EACH SIDE, AND AT TOP. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING. UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 TELEPHONE: (714) 350-7610 SO. CALIF. GAS COMPANY 1981 W. LUGONIA AVENUE REDLANDS. CA. 92374 TELEPHONE: (7141 884-9411 SO.' CALIF. EDISON COMPANY 300 N. PEPPER AVENUE , RIALTO, CA. 92376 TELEPHONE: (714) 820-5598 - UNDERGROUND (714) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES (800) 422-4133 PACIFIC BELL CO. 3939 CORONADO STREET ANAHEIM. CA. 92807 TELEPHONE: (714) 666-5494 UNDERGROUND SERVICE ALERT TELEPHONE: (8001.422-4133 GROUP W CABLE 8561 NUEVO AVENUE FONTANA, CA. 92335 TELEPHONE: (714) 350-2344 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CA. 91756 TELEPHONE: (213) 357-2257. OR (800) 422-4133 VICINITY MAP N N.T.S.„ SUMMIT AVE. W U PROJECT y. TRACT 14276 F�� a14"rlry PN IT `'PHASE 1- PHASE 2 PHASE 4 EA. `' 4,& 4 4A EA. 1 - CD EA. 1 0 1 j 0 EA. ' 2 Q 2 2,& ° HUNTER'S RIDGE STREET IMPROVEMENT TRACT N0. 14276, TRACT N0. 14276- 4 - - - - - - - - - - Se SpscW iVole - N- --- bhriabk--------------#•----- -�--- -- Variable-- ;=----i - ------ I , L i Side Opening 'I I i Side OAeni,lg 1 1 Side Opening t` K 2'+ i - Basil, 1 1 ' , ; Basin D ; I Cf 1 1 1 Hai%n c;f • 1 1 1 1 1�• Topofcurb-, ; _ -- fktw Sir 6r - - - - - - - - % fall Curb foClCs FytnD(�'- - - - - - - - - - = - - - - - - - - - - - - - • - - - Qo",_ F��nI B �_ 1 Pbvnt A V nole�t'+ O Y:7riohk �15i�p�j� . straight 6nxkor0 -Ridge Line Point --Stro- ht6radeorseenote"t" d 1--i ♦ / CASE A A L� w : See not# *Spscwl Note' /Vhrne no curb exists. curbs shall be �t ,'' : -Ridge tine conalrt� WbetRinnenr�ls or1ocol Depression Curb �� �_ �•�t;_: (Round Off) sartiwl shell contbrytt b that d'c»rttrolliny ogwrcy._ Vt ; : f!s•' Gu°ter L,ne jr -- - ,- - - - - *see Special Note - - 'Exist. - y ( - - is ,Sapp �` Curb Point A ��� _ i ,--_-r': ,ritB i ' 1-- - -�'- --- - --I 126a1a K-----;•--L------�-� , x--•; -� r.--------�----------_+-.- - -+ SECTION D -D 1 , S"�ir'9 D, i i ELEVATION -- - = Tpa�'Cw�b- _ �.; 1 BOsrn r> 1 -- -- ' 'Cf--- NOTES�A ' • o. Coco/ Depnusian $/loll de Case fi un esl s ol<'erwise specified ongie:,ero! pJurr. t7fg ;Str.6r. , Curb far - /wit A � ; , o b. Elevations at puler Earners shown an gvwo/ plan /f no ekM ons o v spetr�.`rad, t t Ltbi_ o • llu alar of Lard/ Arprirss, art s7►0/l Gonlbrm to fTnishEd street sun2ca. V wr(abm �? , ' , I � seg Ltn� ,fig1 M c. Slakes shall set to grade along tie valley an0 0/a►V fhe rioige line (ani kr _St R eI ofactuo/ depressed area)• Stokes at pmnts Iti! and N steal! per set L -Stro h t u'mdt au'sar rtobr'P• j an a sfroi9ht gr ak between tops of eM hooders l if'on 0 vrertirnl curve se+e note fr•1. These stakes shall not be removed until just belbrr the Sar nate'b p ser note b_ Rnal finishing. - --- a CASE 8 - - d 4i-4,# eturlessutherwisesperitktd K•S49tunless otherwisesprcifirl L -6 " H - 41nclies ✓nfess olherw.se shown on ; he genre! lVin. e. Points A and B shellbe set at H inches belo,v erishn9 ✓tler �rdp(g �- 6• - - r-------5� --'�-- t' pcciat details governing theconstruction of this Local Depression ave sid r 1 , ; - p I? ; 1 vertical curve shown ongenerol plait. F , N (, tlaSln I C. f. ---- --'" of�Gbrb i _ r --- _c-----_ �,Ct/r� REFERENCE$ REVISION$ LOS ANGELES %:OUNTY - flow SMG... 9; - - "'r i,r. - •flog _-�, . i!' •� r..■ •►T. •..cmvv► FLOOD CONTROL 7157RICT �(h� Lh.� `' •ice►_ ;tri 1tibrioti8 f -. L.wyN(•i'NMF' LOCAL DEPRESSION NO.2 A `j-ntr Ae,i...I�V.to FOR SIDE OPENING Ilk, -S hwi (: l 6i a* or seat ndte P` ♦ e ro-ss Iddrrf Nb/•r ad t d►. 4100 CATCH BASINS PbvntN; L ' r'yull u Ir st yea.It. 11 See itole'b', D ` B �� So note . ,, .19 Cg4 .r,.x%r l -_ vzra A CASE C A f-'1 iS .L. -TLO ,Ayw o .wwrr .Ir •.ew.�.r•.•.e DATE NOTE: TRACT HAS BEEN GRADED PER APPROVED GRADING PLAN FOR TRACT N0. 13,50 AND COMPACTION REPORTS HAVE BEEN FILED WITH CITY. STRIPING GENERAL, NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO y"CALTRANS STANDARD PLANS. 3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE IN TWO(2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED.BETWEEN-FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST COAT. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTRING SHALL CONFORM TO THE .LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANSSPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL .BE STANDARD UNLESS OTHERWISE INDICATED ON PLANS. 6. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2"x2" (12 GA.) WITH 7/16" HOLES, 1" ON CENTERS.. ON FOUR SIDES THAT CAN BE PUNCHED OUT., LENGTH MAY VARY WITH SIGN INSTALATION TO MAINTAIN MINIMUM HIGHTS. THE ANCHOR SHALL -BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2'x30"x6 GA. (NON PERFORATED),TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MIDPOINT OF ANCHOR WITH ONE 7/16" HOLE ON.EACH SIDE, AND AT TOP. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING. UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 TELEPHONE: (714) 350-7610 SO. CALIF. GAS COMPANY 1981 W. LUGONIA AVENUE REDLANDS. CA. 92374 TELEPHONE: (7141 884-9411 SO.' CALIF. EDISON COMPANY 300 N. PEPPER AVENUE , RIALTO, CA. 92376 TELEPHONE: (714) 820-5598 - UNDERGROUND (714) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES (800) 422-4133 PACIFIC BELL CO. 3939 CORONADO STREET ANAHEIM. CA. 92807 TELEPHONE: (714) 666-5494 UNDERGROUND SERVICE ALERT TELEPHONE: (8001.422-4133 GROUP W CABLE 8561 NUEVO AVENUE FONTANA, CA. 92335 TELEPHONE: (714) 350-2344 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CA. 91756 TELEPHONE: (213) 357-2257. OR (800) 422-4133 VICINITY MAP N N.T.S.„ SUMMIT AVE. W U PROJECT y. TRACT 14276 F�� PLANS D 14276- 1. 1 4270- 2, 14276- 3 14 2 7 6- 5, 142 76 -6,142 E5 Imm 7 oQ�ofIrssr�y,� C13 N0.25742 Exp. 12-31-01 CIV1L qT� of CAU" R�vt91orJ A N130 RECORD 0RAW1Nk5 FOR. TRACTS I N2-710 - I )- 2 I -3 PRjFPAt,SD al j6 Me? 1 IA I et, m tf N til , RGS 2S-7 q 2 TIt«- nnaNNtit��S I0-78 'T -OWN Pr COOPM1 RD - ORAL 6f CA �t2Sfo8 7114 (P14-7 - 0595 A R/W 1 ,7 © RE CDRD DRAWING A,4Scale - 1" = 300' ( y The Worm0ion on this drawiAg is obtained from others oInd must be rified in the field. by anyone prior to use or Construction.; -HALL & FOR N, INC. is not responsible for underground facility locations per depictions. All above ground R/W facilities "scan be .readily seen- uerif d by the parties that. 56 Intend to use same. R/W CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES DESCRIPTION Z -_T=A L- -OUANTITIr=S 1--1 W THE OWNER, THE ENGINEER,AND THE CITY OF FONTANA.HARMLESS PHASE. jU PHASE WW - CD �p _j_j 3A CONSTRUCT 4 1/2" AC OR EQUIVALENT SECTION OF AC ON J PRE- CID PLANS D 14276- 1. 1 4270- 2, 14276- 3 14 2 7 6- 5, 142 76 -6,142 E5 Imm 7 oQ�ofIrssr�y,� C13 N0.25742 Exp. 12-31-01 CIV1L qT� of CAU" R�vt91orJ A N130 RECORD 0RAW1Nk5 FOR. TRACTS I N2-710 - I )- 2 I -3 PRjFPAt,SD al j6 Me? 1 IA I et, m tf N til , RGS 2S-7 q 2 TIt«- nnaNNtit��S I0-78 'T -OWN Pr COOPM1 RD - ORAL 6f CA �t2Sfo8 7114 (P14-7 - 0595 A R/W 1 ,7 © RE CDRD DRAWING A,4Scale - 1" = 300' ( y The Worm0ion on this drawiAg is obtained from others oInd must be rified in the field. by anyone prior to use or Construction.; -HALL & FOR N, INC. is not responsible for underground facility locations per depictions. All above ground R/W facilities "scan be .readily seen- uerif d by the parties that. 56 Intend to use same. R/W CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES DESCRIPTION THE ATTENTION OF THE CIVIL -_T=A L- -OUANTITIr=S OF OUR THE OWNER, THE ENGINEER,AND THE CITY OF FONTANA.HARMLESS PHASE. PHASE PHASE TO THE AFORESAID TIME. THE TOTALS WILL BE - AS SHOWN �p 2A 3A CONSTRUCT 4 1/2" AC OR EQUIVALENT SECTION OF AC ON SF PRE- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING O AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL TONS CAUTIONARY MEASURES TO PROTECT'THE UTILITY LINES SHOWN. CONSTRUCT 4" AC OR EQUIVALENT SECTION OF AC ON SF y�6 O AGGREGATE II BASE OVER 12" OF 95% COMPACTED NATIVE SOIL TONS 90854 91 145 8861 224° 2-- OCONSTRUCT 3 CONCRETE CURB AND GUTTER LF 4973 027 553 : 18" CF PER CITY OF FONTANA STANDARD DETAIL 1011 C I TY OF FONTANA CAL I FORK I A OCONSTRUCT 4" THICK CONCRETE SIDEWALK S. F. 1763 1 768 190 9 CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL 209 2 69 6• ZZ• yi O PER CITY OF FONTANA STANDARD DETAIL 104 SF PUBLIC WORKS DEPARTMENT 5� CONSTRUCT CROSS GUTTER b SPANDREL PER DETAIL ON SHEET NO.7 �A� -� -&,, -0, � G• tz,1,r r-, O ADJUST MANHOLE COVER TO GRADE PER EA 9 12 9 CITY OF FONTANA STANDARD DETAIL 109 STREET IMPROVEMENT PLANS Seals : UPOA7E GENEF2A1- IV07ES . O ADJUST WATER VALVE TO GRADE PER EA 6 2 5 R. B. CITY OF FONTANA STD. DETAIL 109 AS SHOWN O8 CONSTRUCT CONCRETE CURD ONLY ( a' Ce PER LF .%mi -1' q'L LAND SURVEYORS CITY OPr FONTANA 5TV 101) M-5 01,01 OREMOVE BARRICADE LF 4 2002 IOWA AVE SUITE 110 Designed by: RAMPED CURB RETURN Dote: SEPT. I990 6 2 OCONSTRUCT 10 PER CITY OF FONTANA STANDARD 104A EA R.C.�R.e , i0o HPS INSTALL STREET LIGHT ( HIGH - Ek 11 15 13 1 1 PRESSURE SOD I UM) W/ORNAMENTAL POLE - KIN6 PIXTUiZE SY Ei71 2EVISED Wr4ts IN27&-2 PtR60RomAP *28 12 [7141 276-8760 13 CONSTRUCT LOCAL DEPRESSION *2 SF 68 46 56 PER LACFCD STANDARD 2-D88) M. 0. 14 SEE STORM DRAIN PLAN 40 TELEPHONE MANHOLE SEE UTILITY 15 PLANS FOR DIMENSIONS (BY OTHERS) EA o ur 0" ELECTRICAL VAULT SEE UTILITY PLANS B "d 16 FOR D I MEDS I ONS (BY OTHERS) EA i w W { OrYS� .5'rArIPE� ct�iYcRETEfll��rY� ToATcX�sT 19 o.�«�f_,T.'vE _�•q'�"iyENT,. `Y/T.�//Y f�U/YT�FrS' Fr/OlE _ _ S F WY 7--L- - Ei�: ET�%L�' orY_�5HEE"T` 2 cis 18 • 10�" -�-�- 10' 23' A- S -o' -- TI5.5 TYPICAL STREET SECTION NTS HUNT CLUE DRIVE'.,SADDLEPEAK DRIVE, ._ _.F0X_FIE.LD_--LAN E1, FILLY LLANIE _ 66' R/W C/L 23' 10' Q R/W 0 GENERAL NOTES Al. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA _ ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CIT`( LIMITS. 3. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM IHE SAN BERNARDINO COUNTY ROAD DEPARTMENT FOR WORK WITHIN THE COUNTY RIGHT --OF- WAY. 4. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FOR WORK WITHIN -THEIR EASEMENTS, 5. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 6. ALL UNDERC-ROUND WORK SHALL- BE COMPLETED PRIOR TO PAVING OF STREETS, A37, ACTUAL THICKNESS OF A.C. PAVEMENT AND/ OR BASE COURSE MATERIAL FOR STREET STRUCTURAL SECTION SFIALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE PROJECT DEVELOPER IS) IN GENERAL, REQUIRED TO BRING HIS HALF 5 TREET SECTION FRONTAGES UP TO A 20 YEAR DESIGN LIFE BETWEEN SITE PROPERTY LINES, PLUS REASONABLE JOINS TO EXISTING PAVEMENT SUBJECT TO FINAL APPROVAL BY THE CITY ENGINEER. A8. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE -MINIMUM AND -SUBJECT To REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS -TAKEN BY THE DEVELOPER'S GEOIECHNICAL ENGINEER AFTER COMPLETION OF ROUGH GRADING. SHOULD THE STREET CONST -RUCTION START MORE THAN THREE MONTHS AFTER THE PLANS ARE APPROVED, AND -IF FIELD PAVEMENT CONDITIONS CHAN-GE; THEN THE DEVELOPER-- WOULD BE REQUIRED TO UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD CONDITIONS. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONS- TRUCTED 6 INCHES BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. ALL VALVE CANS AND COVERS SHALL BE CONRUCTED 6 INCHES BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STAN- DARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING. BUT NOT LIMITED TO, GAS TELEPHONE, ELECTRICAL. LIGHTING. TELEVISION CABLE LANDSCAPING. LANDSCAPING IRRIGATION. DOMESTIC WATER, RE- CLAIMED WATER, SEWER, STORM DRAINAGE. FLOOD CONTROL SYSTEMS, ETC. 13. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE - C I TY OF FONTANA. RECDIZD DWGS. SHhLL SE. f`1Mgi5LI BY TTIAE FERGtNEER .-M TNrE C17Y. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS. AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT�� TO THE OWNER"S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR \` AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED -AND APPROVED. 19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER`'EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (51 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVA- TION OR TRENCH WORK AS DESCRIBED IN NOTE 19 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHO)IT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 22. PROTECTIVE MEASURES SHALL BE TAKEN BY THE -CONTRACTOR SO AS NOT TO CAUSE ANY MUD,SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUC- TION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE -BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND CONSTRUC- TION OPERATIONS. 23. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES, BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 425. 24. THE CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. CONTRACTOR TO INSTALL PAVEMENT MARKINGS /NND STRIPING AS REQUIRED BY THE CIT`( ENGINEER. - A326. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, - 0 27. ALL BACKFILL COMPACTION TO 8E CERTIFIED B`( SOILS ENGINEER. 028. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. Fin • R/W �qx � Q 2`\ cGT ( I I ' �J 'R�lSlONS /Y05.' 1, 2.f3,4 � 0 Zn ZE 144 11 2% 2/. 11/40 1 4: 1 2% 4 3 S 2 3 4 I<< 4 3 2 3 4 j<� 7`/,ct-//_L/S_�._.� KcA67 � 2• T14- 1i �o TI,w 5.5 TYPICAL STREET SECTION TYPICAL STREET SECTION NTS NTS /OHN__ .OGT _. -®- 1.1 R__C-0 UR_ I H-ORSESHOE-1I_VAY- ( FROM STA. 23t 98.17 TO STA. 26t 47.77), PHEASANT DRIVE (F1ZoM STA. I StOZ. t $ TO STA 19 + $3.02J - �2----8R_1D LE CDURA --CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE l %. � 1+`- RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE S O &-; WAY ' ( FROM STA IQ+ 98 I3 TO STA 23* 98.17) ofESS11 - �OXFI€LD LANE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL Q H ORS E`{� - w. 'PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY . 2�oFEs�o PADDOCK'1N.' LN., _ - -GRANUF?R I X ��. ��� � or, -� �. ' �;; - -.--' ¢ QUANTITIES SHOWN ON THESE PLANS ARE TO BE VERIFIED BY THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; 4 nr PHEASANT ®RIVE (FROM STA. c0+43,00 r0 STA. 18+02.$$). CONTRACTOR PRIOR TO BID AND/OR CONSTRUCTION. IF NO PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD PRIVATE ENG I NEER S NOTE• . F THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No.22015 FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK Exp9-30-93 HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING �. CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE sp9T civ1� o`��� FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE �afc1���� PLANS FOR APPROVAL BY THE CITY. T. PLANS PREP ED UNDER THE DIRECTION OF: NOTE: DEVEt_a?ER,fouNEt : NOTIFY UNDERGROUND SERVICE ALERT FIRST CITY PROPERTIES CALL TOLL FREE 1-800-422-4133 AT 8383 W i s i r e B'1 Vd .. St 800 J: _ , KAPP R C.E. * 22015 DATE LEAST TWO (2) WORKING DAYS BEFORE Bever 1 y Hills, CA_ 9021 1 MY RE I TRAT ON EXPIRES 9-30-93 YOU DIG. (21,3)_ 852-'.G499-, " � N®. zjbz1z9 MI DISCREPANCIES ARE BROUGHT TO THE ATTENTION OF THE CIVIL BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR THE OWNER, THE ENGINEER,AND THE CITY OF FONTANA.HARMLESS E�•%J1 ENGINEER PRIOR TO THE AFORESAID TIME. THE TOTALS WILL BE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN FROM -ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION .:: CIVIL CONSIDERED AS FINAL PAY QUANTITIES FOR ALL WORK SHOWN ON ON THE MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING OF THE PLANS. CAUTIONARY MEASURES TO PROTECT'THE UTILITY LINES SHOWN. FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE y�6 AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. OWNER, THE ENGINEER OR THE CITY. REVISIONS Engineer CityBENCHMARK : C I TY OF FONTANA CAL I FORK I A No: Discri tion: A roval Date: Approval. Date:__ ,P. KAPP ASSOCIATES, IM I PHASING PLAN REVISION S®1=5 _-CAN�9� 6• ZZ• yi PUBLIC WORKS DEPARTMENT �A� -� -&,, -0, � G• tz,1,r r-, 0.7.9-CDrawn -'LAND b y = STREET IMPROVEMENT PLANS Seals : UPOA7E GENEF2A1- IV07ES . ( FWE 43 - ' R . R . Spike in E.P. b y PP* 1536663E side of Baseline 220• +.- E' ly of S' l y . Cherry Ave. CIVIL ENGINEERS, PLANNERS R. B. - T I TLE SHEET AS SHOWN J�id✓ .� c'yq/YGE4 CO/YST.- _N©TE f9 .430 4= O B-IB-�r� .%mi -1' LAND SURVEYORS STA/L5' ON ,5f1��T e+dF'PATE TP-AGT FRASW II -13-°I5 / /? V.9r 2002 IOWA AVE SUITE 110 Designed by: TRACT NO. 14276 Dote: SEPT. I990 1-4\frfcaRo -,0 RQ�.wG FOR rRAc_r� /A2T6; - - -: . - �� gT _ Elevation = 1313.04 R.C.�R.e , RIVERSIDE CALIFORNIA 925071111111 Chpoked by: 7 Dw . No. ' 2EVISED Wr4ts IN27&-2 PtR60RomAP *28 [7141 276-8760 ApProveds � 0 RECORD PZAW(N(o5 FOk-MACt M. 0. _ .-. CITY ENGINEER R.C.E. 2 12