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Home My WebLink About2360-1OS% .R.4.L .NOTSS 1 .gill work shall be done in accordance with this plans, standard specifications jbr public works construction "the Green Book and the city of .Fontana Public Xorks Department Standard Specifications dated 1976, and any revision thema, lrer. ,2 Construction permits shall be obtained from the City of Fontana Public Xorks Department prior to the stars of any work within the city city limits 3 1411 exposed concrete shall conArm in grade, color and fznash to all adjoining curbs and sidewalks q Adequate stakes shall be set by the Sngineer to enable the contracter to the work to the plan grades S' 1411 pages or substructures of any kind 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 responsibilty to notify,/ all of the agencies concerned beybre construction begins 6 The contractoiKs) shall coorYinate construction with all utilities and other improvements including, but not limited to, gas, telephone, electrical, lighting television cable, landscaping, landscaping irrigation, domestic water, reclaimed water, sewer, storm drainage, ,Mood control systmes, etc. 7' Type, location and width of driveway approach aprons will be determined at the time of construction and shall conlbrm with the City of Fontana standanY details 8 Contractor is instructed to refer to this plan and the specifications, and where there is or may be a con,�'Sict shall immediately report said confict or possible con,lficl to the owner's representative. 9 SterVant required under all AC. pavement 10 411 utility companies shall be given o& hours notice prior to work around their jbcilil?es 11 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 construction. 4ny mud or debris on public property shall be removed immediately. Dust shall be controlled by watering or other approved method throughout the grading and construction operations 12 Care should be taken to prevent grades, ditches and swales from undermining street improvements Upon inspection of the site, the City Z'ngineer may require temporary gunite swales, enteHnq or leaving improvements P.r,Y.�ac,�lva►' .�rAs 1. The City Public Forks Inspector may require at hisl4er own discretion, that the contractor submit a soils report with calculated "R "* values and gravel equivalents jbr the verification of a proper pavement thickness ,2 Pavement sections shown are minimum and subAct to revision and approval of the City as may be required b y soils test taken a f er completion of rough grading. 7 � SC" >.�ro J'Y17.R r 1=.e MAr Br" 1/.4JII!? y h S..RCis .8Af. >5-49 N. Ar. Cot h dWpw .4butOwnt Sa SM&P rmeuay & Kest S"i Sis"v .4m 5,8. S So of R A 1 her Ar Top &ss Chau XLXV = 1»O. S09 4pn ,251-,20,2- 03 4pn ,25>-,20,2- 04 �' 4 4pn 251-,202- 05 era sfs77s M.R .ern stoa O / Jr 9S. 06 FL -9q.35 Zzist Subcurbr, `I PSP J? ��xast CL Fence Sidewalk /;' Wa%&� re-. 4 ` J� r s > Craa&r to '4ecopi Prainasw .�xfsT ,R/�►r I d4 4. 19000 1 JFZist T- 0. 40 27-70 FL 93.9,2 1 : p� X{/ 18.OD�/,a, 5 r a' S `. zZist '' O. �6 y 2 00 B exist Curb &Gutter 9 18.00 Y/00 FL ^93.98 � OHO `Ori�� y — 2 00 ------------------ ------- �9 18.00 NB9 .BSS 1S~i�' Y �'xist - - - _�-Tzist Curb & Gutter 18.00 3000 _ 1 AxIST R/�' Exist Sidewalk PRIVATE ENGINEER'S NOTES TO CONTRACTOR CORMACTOR AaRUS rAAT Jc SHALL assure SOLE ARD COME= RESPOSMMIrT POR CONDITIONS DUAW rBa COME OF CONBTMMON OP TJRS PROJlff. INCLUDIAC SAFZTY OY ALL MOONS AND PJtOPRJWr. TRAT rffiS MQUIREWWWr SHALL APPLY COMINUMPS r IND Aw as mjaTaDTO NVXNAL wow HOURS; AND MAT MY WATAACPOR SHALL DaIaND INDaMMfY AND BUD TER ffN= M CIVIL AMINUA AND rsa CRY �S FROM ANF AND Au Id/DIIJrr, Jim OR II.LicirD IN CONN=10N VMS TER PSWOMAWN OF TORN ON MS PJWJ=,alClPr r+OR LZABUIff ARISING FROM THT SOLE MUGNME OF rBF 01rMM OR XMIN"A Mr ZMSTX NCa IID LOCATION OY ANr UNDIRAROUXD o7111Tr PIPaS, CONDUITS OR ST SROWN ON THESE PLANS ARF 0ATA1NU Br A SSARCA oP rAT AVAILABLE RNWRAY, To rfla BM OY WR MYOWLEDOa MUM ARE MT axrSrIM UTILMNS 1'ICZPT IS SHffN ON VHJSX PLANS TAI' CO NMACTOR IS REQUIRSD TO 1AJGr DUX PRWAUr10NARY "ASURES r0 PROrsCT rNs U Uff LINaS SROWN ON Tessa DRAWAVS. rRR COMUCTOR PURTAZR ASSUMss ILL LIABILITY AND RESPOWSIBILPff POR rAa UrILmr PIPSS.CONDUIrs. OR STJKXmRss SEVVY OR NOr SROWN ON TMUff DRAUIMS. f L 2' 2' i cut i) -lo' overlay Grade -- S9- _ — �xist Pa v 't Grade Per Plan SzrT r0dV CONSTRUCTION NOTES: Astim * jbr l*rmst s O'»ly O CONSTRUCT 8" CURB & GUTTER PER CITY STD. 10f 16s if Q CONSTRUCT SIDEWALK PER. CITY STDS /05-.4 s09•! 5 ® CONSTRUCT DRIVEIPAY PER CITY STD.DETAIL 102-C 9s0 sV ® CONSTRUCT 0.38' A.C. PAvzmzNT OVER f2" C0mPACTIs'D NATIVE SOIL ," tons ® aFXRZT XXIST. #VIT. f O. >O' .4C 16 tons ® SAIICUT AND REMOVE EXIST. PAV'T AfAV PA' AxIST P.�d VXJ AVT "P COM* T.R P. rzo SAS.4m tla ss' XCj SC" 1-•410 A10..R q "GONG 1 0 ' CF 1 ' S g PI CF \- Weaken P. Jt Top of Curb 1 'R„.--Frof t Z'dge of Sidewalk 9 "CF , FL #eaken Pland Joint q "R Zxp&nsion Joint ,0RIP�'1F.�4Y SFCTION OF CURB F14CZ PROP R 5 1i FR�'1�'ApAY SAN prRNAJWINO PRO,!ArT. BOYLX b�lAVX 4 110, SL0VL'R I I '4 V -X N h .1 1 kft 0. tft xi t PIC .JW I W& O O h .=Ra Qk 114j: 06 OS% .R.4.L .NOTSS 1 .gill work shall be done in accordance with this plans, standard specifications jbr public works construction "the Green Book and the city of .Fontana Public Xorks Department Standard Specifications dated 1976, and any revision thema, lrer. ,2 Construction permits shall be obtained from the City of Fontana Public Xorks Department prior to the stars of any work within the city city limits 3 1411 exposed concrete shall conArm in grade, color and fznash to all adjoining curbs and sidewalks q Adequate stakes shall be set by the Sngineer to enable the contracter to the work to the plan grades S' 1411 pages or substructures of any kind 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 responsibilty to notify,/ all of the agencies concerned beybre construction begins 6 The contractoiKs) shall coorYinate construction with all utilities and other improvements including, but not limited to, gas, telephone, electrical, lighting television cable, landscaping, landscaping irrigation, domestic water, reclaimed water, sewer, storm drainage, ,Mood control systmes, etc. 7' Type, location and width of driveway approach aprons will be determined at the time of construction and shall conlbrm with the City of Fontana standanY details 8 Contractor is instructed to refer to this plan and the specifications, and where there is or may be a con,�'Sict shall immediately report said confict or possible con,lficl to the owner's representative. 9 SterVant required under all AC. pavement 10 411 utility companies shall be given o& hours notice prior to work around their jbcilil?es 11 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 construction. 4ny mud or debris on public property shall be removed immediately. Dust shall be controlled by watering or other approved method throughout the grading and construction operations 12 Care should be taken to prevent grades, ditches and swales from undermining street improvements Upon inspection of the site, the City Z'ngineer may require temporary gunite swales, enteHnq or leaving improvements P.r,Y.�ac,�lva►' .�rAs 1. The City Public Forks Inspector may require at hisl4er own discretion, that the contractor submit a soils report with calculated "R "* values and gravel equivalents jbr the verification of a proper pavement thickness ,2 Pavement sections shown are minimum and subAct to revision and approval of the City as may be required b y soils test taken a f er completion of rough grading. 7 � SC" >.�ro J'Y17.R r 1=.e MAr Br" 1/.4JII!? y h S..RCis .8Af. >5-49 N. Ar. Cot h dWpw .4butOwnt Sa SM&P rmeuay & Kest S"i Sis"v .4m 5,8. S So of R A 1 her Ar Top &ss Chau XLXV = 1»O. S09 4pn ,251-,20,2- 03 4pn ,25>-,20,2- 04 �' 4 4pn 251-,202- 05 era sfs77s M.R .ern stoa O / Jr 9S. 06 FL -9q.35 Zzist Subcurbr, `I PSP J? ��xast CL Fence Sidewalk /;' Wa%&� re-. 4 ` J� r s > Craa&r to '4ecopi Prainasw .�xfsT ,R/�►r I d4 4. 19000 1 JFZist T- 0. 40 27-70 FL 93.9,2 1 : p� X{/ 18.OD�/,a, 5 r a' S `. zZist '' O. �6 y 2 00 B exist Curb &Gutter 9 18.00 Y/00 FL ^93.98 � OHO `Ori�� y — 2 00 ------------------ ------- �9 18.00 NB9 .BSS 1S~i�' Y �'xist - - - _�-Tzist Curb & Gutter 18.00 3000 _ 1 AxIST R/�' Exist Sidewalk PRIVATE ENGINEER'S NOTES TO CONTRACTOR CORMACTOR AaRUS rAAT Jc SHALL assure SOLE ARD COME= RESPOSMMIrT POR CONDITIONS DUAW rBa COME OF CONBTMMON OP TJRS PROJlff. INCLUDIAC SAFZTY OY ALL MOONS AND PJtOPRJWr. TRAT rffiS MQUIREWWWr SHALL APPLY COMINUMPS r IND Aw as mjaTaDTO NVXNAL wow HOURS; AND MAT MY WATAACPOR SHALL DaIaND INDaMMfY AND BUD TER ffN= M CIVIL AMINUA AND rsa CRY �S FROM ANF AND Au Id/DIIJrr, Jim OR II.LicirD IN CONN=10N VMS TER PSWOMAWN OF TORN ON MS PJWJ=,alClPr r+OR LZABUIff ARISING FROM THT SOLE MUGNME OF rBF 01rMM OR XMIN"A Mr ZMSTX NCa IID LOCATION OY ANr UNDIRAROUXD o7111Tr PIPaS, CONDUITS OR ST SROWN ON THESE PLANS ARF 0ATA1NU Br A SSARCA oP rAT AVAILABLE RNWRAY, To rfla BM OY WR MYOWLEDOa MUM ARE MT axrSrIM UTILMNS 1'ICZPT IS SHffN ON VHJSX PLANS TAI' CO NMACTOR IS REQUIRSD TO 1AJGr DUX PRWAUr10NARY "ASURES r0 PROrsCT rNs U Uff LINaS SROWN ON Tessa DRAWAVS. rRR COMUCTOR PURTAZR ASSUMss ILL LIABILITY AND RESPOWSIBILPff POR rAa UrILmr PIPSS.CONDUIrs. OR STJKXmRss SEVVY OR NOr SROWN ON TMUff DRAUIMS. f L 2' 2' i cut i) -lo' overlay Grade -- S9- _ — �xist Pa v 't Grade Per Plan SzrT r0dV CONSTRUCTION NOTES: Astim * jbr l*rmst s O'»ly O CONSTRUCT 8" CURB & GUTTER PER CITY STD. 10f 16s if Q CONSTRUCT SIDEWALK PER. CITY STDS /05-.4 s09•! 5 ® CONSTRUCT DRIVEIPAY PER CITY STD.DETAIL 102-C 9s0 sV ® CONSTRUCT 0.38' A.C. PAvzmzNT OVER f2" C0mPACTIs'D NATIVE SOIL ," tons ® aFXRZT XXIST. #VIT. f O. >O' .4C 16 tons ® SAIICUT AND REMOVE EXIST. PAV'T AfAV PA' AxIST P.�d VXJ AVT "P COM* T.R P. rzo SAS.4m tla ss' XCj SC" 1-•410 A10..R q "GONG 1 0 ' CF 1 ' S g PI CF \- Weaken P. Jt Top of Curb 1 'R„.--Frof t Z'dge of Sidewalk 9 "CF , FL #eaken Pland Joint q "R Zxp&nsion Joint ,0RIP�'1F.�4Y SFCTION OF CURB F14CZ PROP R 5 1i FR�'1�'ApAY SAN prRNAJWINO PRO,!ArT. BOYLX b�lAVX 4 110, SL0VL'R I I '4 V -X N h VICINITY a94P AYIST R 3 1 -1 50 'ope Par. A C Fca}her EXIST PAV'T 1 /4 ” J' .EXIST IMPROV. TYPICAL SECTION