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Home My WebLink About1424-1I SHEETI _ j PALMETTO- AVE. I I NiLU I IQ I I � W I I :EE(0 VIMLl`J U � I I V1 I-' ENIC'M IMPEX MAP M.7. S. 7p/ 3''` T YP/CA L SEC TION PALMETTD AVE. 8131.34 TD 11 f 2/.25 Al. T.S. II A CURB CURVE DATA ®In = SCALE: 1" = 4D' 20' L = 31.8 T = 2D. Lf 3' o 880 4+G' X711 R = ZD' N O N N _ N w W I1!W W T S w _ w STA. I-' Q CHECKED a� LlJ DRW. # -� � CITY ENGINEER C E ie9a2 1424 Z, �� Q �w Q O < LU N 3rn N F- vi [ N F - 0 Ln x'O w w� w w� w�. A CURB CURVE DATA ®In = 910 13, 03'� R = 20' L = 31.8 T = 2D. Lf 3' ®D = 880 4+G' X711 R = ZD' L= 3D. 9 9' T= 19.58' - J -j 4 - to QQ Z z L7 C8 PRIVATE_ ENGINEER'S NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 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 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNERS, 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 THE ENGINEER. i 777� - 's' � '•.n.-�,...+owr...-m...v:: ... . - - - ._ - -_ --•-- - RIVERSIDE GLUEPRIN`r - RIVERSIDE, GALIF. �l ( ' ZD wo mon"WI`� 6' OC d N.000 111'35"W. I O CITY OF W Nw I w� ► DRAWN BY MMAS STREET TR.13523 IMPROVEMENT PLAUS PALMETTO AVE. f✓ � DESIGNED BY T S STA. I-' Q CHECKED a� LlJ DRW. # -� � CITY ENGINEER C E ie9a2 1424 Z, o� M �w Q O < LU N � U Ul W OQ a o + -{- Q v U1 k w wo mon"WI`� 6' OC d N.000 111'35"W. CER E S DR . co SEE SHT Z v �v ow PALMETTO AVENUE I►I:. wo kA a � Ld L11 LU w o Z Q PALMETTO kvi 0 Q U VICINITY MAP N.T.S. W GENERAL CONS`T'RUCTION NOTES: O th 1. THE •CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO N N THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. LU z F REFER TO DEFINITIONS AND TERMS IN CITY STANDARD Ili jOC SPECIFICATIONS. w o 4 F,N W u N 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC Q o N WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMI`T'S. Q Lu ¢ 3. S'TATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE 41 Q OTHERWISE NOTED. -i p 4. CURB DATA REFERS TO THE FACE OF THE CURB. Ln x,0 p Q J 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND W1 to j FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SEC`T'IONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION Lli AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN Q AFTER COMPLETION OF ROUGH GRADING. Ld 7. ALL UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE LJ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL p LOCA'T'ION AND ELEVATION IN THE FIELD. CONTRACTIOR SHALL CALL X CN ¢Q" EACH UTILITY PRIOR TO ANY WORK. W G!� 8. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE 2� CONSTRUCTED 6" BELOW FINISH GRADE BY,SEWER CONTRACTOR AND - ^�• SHALL BE RAISED 'TO GRADE BY PAVING CONTRACTOR AFTER �x COMPLETION OF PAVING. 9. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW l:�l► BELOW FINISH GRADE BY WATER CONTRACTOR AND SHALL BE RAISED _ -- TO GRADE BX -PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 'f/1yVf 10. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. V 8 N � aq mill 951 _o w FUTURE C.e6j- 45.46 TRANSITI - N )M 8" C -F: TOO" C -F ESTIMATE OF OUANTITIES ITEM QTY 21/Z" A.C. COMPACTED NA71VE MATEf21AL 21,00 8" CURB � GUTTER 300 RAMPED CURB RETURN 2 SIDEWALK ( ti-' WIDE) 230 A.C. OVERLAY 4 620 X- GLITTER I r-licY K K. r PTA 31708 iExp. IP -31.80 CIYIL CA010* REV. I DATE DESCRIPTIDN APY. DATE. UNIT SF LF EA LF SF EA 11. THE CON'TRACTOR(S] SHALL ,COORDINATE CONS'T'RUCTION 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, FLOOD CONTROL SYS'T'EMS, ETC. 12. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CI'T'Y OF FONTANA. 13. 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. 14. 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. 15. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 16. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 17. 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 (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 18. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR,--PUBLIC-WORKS CONSTRUCTION SECTION 306-1.1.6. 19. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 20. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. COMS`f'RUCTION NOTES &COWST. 21/211 A.C. OVER COMPACTED NATIVE MATERIAL "197016 OR 13ETTER a-- CONST. AC. OVERLAY OF I" MIN-77/4/GKAJP-5S TO 'MEET EXISTING PAVEMF-N-r (l) -CONST. 3' ± A.C. FEATHER TO PROVIDE A SMOOTH PAVEMENT TRANSITION ay- --- CON ST. 8" C. It G. PER C ITY OF FOWTANA ST D D ETA I L 10 1 &CONST. RAMPED CURB RETURN PER STP DETAIL 104--A 1�---CONST. CW -055 CUTTER PER STD l7ETA I L. I O L-I•- 7&CONST SIDEWALK PER STD. PF -TAIL. TOO -C 4 105-A $i --INSTALL CLASS I FLEXIBLE POST DELINEATORS AS SHOWN &SAW CUT TO A NEAT STRAIGHT EIDGt Sierra Engineering CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS C7143 888-0772 335 South Waterman, Suite E San Bernardino, CA 92408 a ^wvw /,-. a4*01W R.C.E. -3170 EXP./2 O CITY OF FONTANA, CALIFORNIA Nw I w� ► DRAWN BY MMAS STREET TR.13523 IMPROVEMENT PLAUS PALMETTO AVE. f✓ � DESIGNED BY T S STA. 8+31.31 TD II +Lo 4.77 CHECKED a� BY APPROVED DRW. # -� � CITY ENGINEER C E ie9a2 1424 Z, o� M •p Q � Ln w Ln Ul Ld CER E S DR . co SEE SHT Z v �v ow PALMETTO AVENUE I►I:. wo kA a � Ld L11 LU w o Z Q PALMETTO kvi 0 Q U VICINITY MAP N.T.S. W GENERAL CONS`T'RUCTION NOTES: O th 1. THE •CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO N N THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. LU z F REFER TO DEFINITIONS AND TERMS IN CITY STANDARD Ili jOC SPECIFICATIONS. w o 4 F,N W u N 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC Q o N WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMI`T'S. Q Lu ¢ 3. S'TATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE 41 Q OTHERWISE NOTED. -i p 4. CURB DATA REFERS TO THE FACE OF THE CURB. Ln x,0 p Q J 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND W1 to j FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SEC`T'IONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION Lli AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN Q AFTER COMPLETION OF ROUGH GRADING. Ld 7. ALL UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE LJ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL p LOCA'T'ION AND ELEVATION IN THE FIELD. CONTRACTIOR SHALL CALL X CN ¢Q" EACH UTILITY PRIOR TO ANY WORK. W G!� 8. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE 2� CONSTRUCTED 6" BELOW FINISH GRADE BY,SEWER CONTRACTOR AND - ^�• SHALL BE RAISED 'TO GRADE BY PAVING CONTRACTOR AFTER �x COMPLETION OF PAVING. 9. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW l:�l► BELOW FINISH GRADE BY WATER CONTRACTOR AND SHALL BE RAISED _ -- TO GRADE BX -PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 'f/1yVf 10. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. V 8 N � aq mill 951 _o w FUTURE C.e6j- 45.46 TRANSITI - N )M 8" C -F: TOO" C -F ESTIMATE OF OUANTITIES ITEM QTY 21/Z" A.C. COMPACTED NA71VE MATEf21AL 21,00 8" CURB � GUTTER 300 RAMPED CURB RETURN 2 SIDEWALK ( ti-' WIDE) 230 A.C. OVERLAY 4 620 X- GLITTER I r-licY K K. r PTA 31708 iExp. IP -31.80 CIYIL CA010* REV. I DATE DESCRIPTIDN APY. DATE. UNIT SF LF EA LF SF EA 11. THE CON'TRACTOR(S] SHALL ,COORDINATE CONS'T'RUCTION 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, FLOOD CONTROL SYS'T'EMS, ETC. 12. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CI'T'Y OF FONTANA. 13. 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. 14. 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. 15. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 16. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 17. 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 (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 18. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR,--PUBLIC-WORKS CONSTRUCTION SECTION 306-1.1.6. 19. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 20. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. COMS`f'RUCTION NOTES &COWST. 21/211 A.C. OVER COMPACTED NATIVE MATERIAL "197016 OR 13ETTER a-- CONST. AC. OVERLAY OF I" MIN-77/4/GKAJP-5S TO 'MEET EXISTING PAVEMF-N-r (l) -CONST. 3' ± A.C. FEATHER TO PROVIDE A SMOOTH PAVEMENT TRANSITION ay- --- CON ST. 8" C. It G. PER C ITY OF FOWTANA ST D D ETA I L 10 1 &CONST. RAMPED CURB RETURN PER STP DETAIL 104--A 1�---CONST. CW -055 CUTTER PER STD l7ETA I L. I O L-I•- 7&CONST SIDEWALK PER STD. PF -TAIL. TOO -C 4 105-A $i --INSTALL CLASS I FLEXIBLE POST DELINEATORS AS SHOWN &SAW CUT TO A NEAT STRAIGHT EIDGt Sierra Engineering CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS C7143 888-0772 335 South Waterman, Suite E San Bernardino, CA 92408 a ^wvw /,-. a4*01W R.C.E. -3170 EXP./2 CITY OF FONTANA, CALIFORNIA I -WORKS DEPARTMENT ► DRAWN BY MMAS STREET TR.13523 IMPROVEMENT PLAUS PALMETTO AVE. SCALE SHAWN.,_ DATE DESIGNED BY T S CER E S DR . co SEE SHT Z v �v ow PALMETTO AVENUE I►I:. wo kA a � Ld L11 LU w o Z Q PALMETTO kvi 0 Q U VICINITY MAP N.T.S. W GENERAL CONS`T'RUCTION NOTES: O th 1. THE •CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO N N THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. LU z F REFER TO DEFINITIONS AND TERMS IN CITY STANDARD Ili jOC SPECIFICATIONS. w o 4 F,N W u N 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC Q o N WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMI`T'S. Q Lu ¢ 3. S'TATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE 41 Q OTHERWISE NOTED. -i p 4. CURB DATA REFERS TO THE FACE OF THE CURB. Ln x,0 p Q J 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND W1 to j FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SEC`T'IONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION Lli AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN Q AFTER COMPLETION OF ROUGH GRADING. Ld 7. ALL UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE LJ CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL p LOCA'T'ION AND ELEVATION IN THE FIELD. CONTRACTIOR SHALL CALL X CN ¢Q" EACH UTILITY PRIOR TO ANY WORK. W G!� 8. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE 2� CONSTRUCTED 6" BELOW FINISH GRADE BY,SEWER CONTRACTOR AND - ^�• SHALL BE RAISED 'TO GRADE BY PAVING CONTRACTOR AFTER �x COMPLETION OF PAVING. 9. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW l:�l► BELOW FINISH GRADE BY WATER CONTRACTOR AND SHALL BE RAISED _ -- TO GRADE BX -PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 'f/1yVf 10. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. V 8 N � aq mill 951 _o w FUTURE C.e6j- 45.46 TRANSITI - N )M 8" C -F: TOO" C -F ESTIMATE OF OUANTITIES ITEM QTY 21/Z" A.C. COMPACTED NA71VE MATEf21AL 21,00 8" CURB � GUTTER 300 RAMPED CURB RETURN 2 SIDEWALK ( ti-' WIDE) 230 A.C. OVERLAY 4 620 X- GLITTER I r-licY K K. r PTA 31708 iExp. IP -31.80 CIYIL CA010* REV. I DATE DESCRIPTIDN APY. DATE. UNIT SF LF EA LF SF EA 11. THE CON'TRACTOR(S] SHALL ,COORDINATE CONS'T'RUCTION 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, FLOOD CONTROL SYS'T'EMS, ETC. 12. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CI'T'Y OF FONTANA. 13. 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. 14. 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. 15. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 16. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 17. 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 (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 18. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR,--PUBLIC-WORKS CONSTRUCTION SECTION 306-1.1.6. 19. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 20. AS BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. COMS`f'RUCTION NOTES &COWST. 21/211 A.C. OVER COMPACTED NATIVE MATERIAL "197016 OR 13ETTER a-- CONST. AC. OVERLAY OF I" MIN-77/4/GKAJP-5S TO 'MEET EXISTING PAVEMF-N-r (l) -CONST. 3' ± A.C. FEATHER TO PROVIDE A SMOOTH PAVEMENT TRANSITION ay- --- CON ST. 8" C. It G. PER C ITY OF FOWTANA ST D D ETA I L 10 1 &CONST. RAMPED CURB RETURN PER STP DETAIL 104--A 1�---CONST. CW -055 CUTTER PER STD l7ETA I L. I O L-I•- 7&CONST SIDEWALK PER STD. PF -TAIL. TOO -C 4 105-A $i --INSTALL CLASS I FLEXIBLE POST DELINEATORS AS SHOWN &SAW CUT TO A NEAT STRAIGHT EIDGt Sierra Engineering CIVIL ENGINEERS - LAND SURVEYORS - LAND PLANNERS C7143 888-0772 335 South Waterman, Suite E San Bernardino, CA 92408 a ^wvw /,-. a4*01W R.C.E. -3170 EXP./2 CITY OF FONTANA, CALIFORNIA PUBLIC -WORKS DEPARTMENT ► DRAWN BY MMAS STREET TR.13523 IMPROVEMENT PLAUS PALMETTO AVE. SCALE SHAWN.,_ DATE DESIGNED BY T S STA. 8+31.31 TD II +Lo 4.77 CHECKED a� BY APPROVED DRW. # -� � CITY ENGINEER C E ie9a2 1424 Z, A •p