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HomeMy WebLinkAbout3663-4W'LY PROP R/W 67' CONSTRUCTION E'LY STREET IMPROVEMENT CONSTRUCTION NOTES EXIST OR PROP 0 CONSTRUCT 8" CONCRETE CURB AND -GUTTER PER CITY OF FONTANA STD. R/W (SEE PLANS) PLAN NO. 1003. R/W U2 CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA STD. PLAN NO. 67' 1003. 12' 41' TO 51' & VARIES VARIES VARIES 33' TO 43' 8' 0.5 6' �- 7 I 3� CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA -►.� 6 4'-14 I STD. PLAN NO. 1006. I 2 1/2 8 HINGE POINT 9 AC OVERLAY ® CONSTRUCT STANDARD DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1005. .►� 2% 2% P .y EXIST SLOPE EXIST SLOPE CONSTRUCT 8" AC BERM PER CITY OF FONTANA STD. PLAN NO. 136. --� 66 CONSTRUCT 7" FULL -DEPTH AC OVER 12"-95% COMPACTED NA11VE10' SLOPE --- 14' SUBGRADE. DAYLIGHT 1 COLD MILL clq 2 EXIST CURB 0 COLD MILL 0.10 EXIST AC PAVEMENT, CRACK SEAL PER DETAIL A ON EXIST CURB CONCRETE MEDIAN CURB ENDS CED STA 81+91 U AND GUTTER SHEET 5, AND PLACE 2 1 /2 AC OVERLAY. AND GUTTER T4 -SIERRA AVENUE W'LY EXIST OR PROP R/W .(SEE PLANS) 95% COMPACTED STA 71+00 TO STA 82+51.95 NATIVE SUBGRADE 52' TO 73' VARIES CONSTRUCTION 53' TO 92' VARIES I I VARIES VARIES �8' LEFT TO 10' RIGH 12' TO 22' 41' TO 75' & VARIES VARIES 41' TO 51' & VARIES 0.5' 6.' 4' TO 26' HINGE POIN 6 6 .N ~� VARIES (2% TYP•) 9 VARIES (2% T)P. Q a SLOPE DAYLIGHT 04 /4 1 EXCEPT FROM STA 58+98.18 TO STA 62+96.48 Do EXCEPT FROM STA 59+04.47 95% COMPACTED - TO STA 62+73.60 NATIVE SUBGRADE W'LY EXIST OR PROP R/W (SEE PLANS) 1 52' TO 73' VARIES VARIES 12' TO 22' EXIST CURB I & GUTTER AND SIDEWALK 41' TO 75' & VARIES VARIES (2% TYP•) d wcq Ir CONCRETE MEDIAN CURB O2 T3 -SIERRA AVENUE STA 54+50 TO STA 69+00.23 -CONSTRUCTION 69' TO 92' VARIES VARIES LEFT TO 10' RIGH 41' TO 51' & VARIES VARIES 4' TO 26' 6 9 VARIES (2% TYP.) r ---------------N Ij T_ 95% COMPACTED -/ OCONCRETE MEDIAN 'CURB NATIVE SUBGRADE WLY ROP R/W 52' TO 60.62' VARIES I 12' 1 0.5' r/ 6' HINGE POINT SLOPE-► DAYLIGHT 95% COMPACTED - NATIVE. SUBGRADE CONSTRUCTION 40' TO 49' & VARIES 0 mm*w •r�•M6'M�it-�:9'R' T2 -SIERRA. AVENUE STA 58+98.18 TO STA 62+96.48 VARIES (2.5' TO 32.6') SURVEY ; ® COLD MILL VARIABLE DEPTH PER DETAIL "B" OR "C" ON SHEET 5 AND1*.'.'."-'-'-'-,.] DETAIL "F" ON SHEET 5A (AND AS SHOWN ON PLANS), CRACK SEAL PER DETAIL "A" ON SHEET 5, AND PLACE 2 1/21' OVERLAY. CONSTRUCTION VARIES 4' -22' I 2' 1' 1' 2' MIN M N MI M N R/W 60' _ i i EXIST SLOPE - -i �-1-2-EXIST CURB AND GUTTER 2 CONCRETE MEDIAN CURB T6 -SIERRA AVENUE STA 82+51.95 TO STA 95+44.80 �9 REMOVE EXIST PAVEMENT. 0 10 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO , ; ` 60' 60' a 1015, AND AS SHOWN ON PLANS. o E'LY 0 VARIES 4' TO 14' 11 CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER CITY OF FONTANA EXIST OR PROP O EXISTING STANDARD* PLAN NO. 1007. - R/W (SEE PLANS) VARIES 40 TO 50P 40P PKWY WIDTH x 12 CONSTRUCT 60' BUS BAY (8" PCC OVER 6" CAB OVER 12" MIN 95% w 2 12' w COMPACTED NATIVE SUBGRADE) PER CITY OF FONTANA STANDARD PLAN NO. 8 SEE PLAN FOR SAWCUT FULL DEPTH -�► •5' 1014. MEDIAN LOCATION & APPLY TACK COAT O 2 1/2 " 2 v 6' 12 13 CONSTRUCT 10 CONCRETE CROSS GUTTER PER DETAILS ON SHEET 16. Q AC OVERLAY 7 � 5.5' o 6 0.'5'-14 RELOCATE, EXIST STREET LIGHT, POWER POLE OR GUY WIRE (BY OTHERS) 2% 290 - -' 2% HINGE POINT �`'ll �--- 15 REMOVE EXIST TREE OR TREES (INCLUDING ROOT BALL & COMPACTED I , I BACKFILL) � s" � ���\�\�\\��/ //�// I I 16 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. j�7'�- 10 1005A D71SLOPE 17 TO BE RELOCATED OR DEMOLISHED BY CONTRACTOR (TYPE AS SHOWN) EXISTING STRUCTURAL O SECTION DAYLIGHT I 18 TO BE RELOCATED (BY OTHERS) 17 BASELINE AVE CROSS SECTION STA 251+32.04 TO 254+67 19 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CIN OF FONTANA STD. THE SOUTH SIDE OF BASELINE AVENUE IS CONSTRUCTED PLAN NO ono PER DRAWING No. 4080 12"-95% COMPACTED NATIVE SUBGRADE 20 ADJUST WATER VALVE FRAME AND COVER TO GRADE PER CITY OF FONTANA STD. PLAN N0. 130 I`. VARIES 60' TO 76' VARIES 66' TO 80' VARIES 4' TO 23' 21 ADJUST GAS VALVE FRAME AND COVER TO GRADE IQ_ KWY WIDTH VARIES 41' TO 75' 1 / I VARIES 31.5' -TO 46.5' 1 8' EXIST OR PROP22 RELOCATE/REMOVE TRAFFIC SIGNAL APPURTENANCES (SEE TRAFFIC SIGNAL 0. 12' R/W (SEE PLANS) MODIFICATION PLANS) F- SEE PL N FOR ©3 REMOVE EXIST SIGN AND/OR POST. x 6' 5.5' w MEDIAN LOCATION 24 TO BE REMOVED BY OTHERS. Q 2 12' 1' 25 PROTECT IN PLACE �; 6 0.5 26 " REMOVE AND REPLACE EXIST STRUCTURAL SECTION WITH 12 AC FULL ' 2% 2% 2% HINGE POINT DEPTH SECTION IN THREE EQUAL LIFTS PER DETAIL "D" OR 'E" SHOWNWill -�---- ON SHEET 5. © COLD MILL .10' MIN EXIST AC PAVEMENT AND OVERLAY WITH .10' MIN. AC I PER DETAIL "D" SHOWN ON SHEET 5. 10 28 CONSTRUCT 6" SHEDDING CONCRETE CURB AND GUTTER TYPE A3 (61') PER PKWY WIDTH o_ VARIES cr 12' TO 18' Q_ F- U ~ 'J J W Q 1Q Z �` 0 I� EXIS7 `r Q 2:1 CROS w SLOPE o ~ 3.569. i V J 2:1 SAWCU V SLOPE APWA STD. PLAN 120-l.' 10 95% I TACK COAT DAYLIGHT COMPACTED 29 CONSTRUCT CONCRETE CROSS O GUTTER . PER CITY OF FONTANA STD. PLAN No. NATIVE I 12" 95% COMPACTED 6 SUBGRADE NATIVE SUBGRADE 104. 1 . 12"-95% COMPACTED 30 REMOVE EXISTING CURB AND GUTTER, AC BERM, PCC SIDEWALK OR PCC NATIVE SUBGRADE DRIVEWAY AS SHOWN ON THE PLANS. T8 BASELINE AVE CROSS SECTION* E'LY EXIST R/W i 30.5' TO 58' 2 1/2 I AC OVERLAY8 0.10' EXIST X --SLOPE COLD MILL 3.569. 7 04w EXIST AC -BERM OR T♦ w w 1 11 CURB AND GUTTER STA 49+41.09 TO STA 54+50 NOTE: THE DESIGN OF THE FULL DEPTH PAVEMENT SECTIONS OF SIERRA AVE. AND BASELINE AVE. IS BASED ON A TRAFFIC INDEX OF 10. PER CITY OF �ONTANA STD. PLAN 1002. 31 WET POWER SWEEP CLEAN EXISTING AC, APPLY TACK COAT, OVERLAY 2 STA 241+35.50 TO STA 250+65.39 AC. 3C COLD MILL 0.10', TACK COAT, OVERLAY VARIABLE DEPTH AC -3 -Y4" TO 1 Y4" VARIES 60' TO 74' VARIES 66' TO 80' MEDIAN FLARE PER APWA STD. PLAN 141-1. VARIES 42.09' TO 52' VARIES 43.78' TO 68' f@ MEDIAN TAPER PER APWA STD. PLAN 140-2. EXIST GRADE ' VARIES 60' TO 74' VARIES 60' TO 66' �- % VARIES 18.36' TO 41.03' VARIES 15.12' TO 42.98' 0 5 Of EXIST GRADE ¢ 1' cr_ 6 i/ LCL - F -N 2% 2 EXIST GRADE 0 x A \ 2:1 NN -11 cn 7 c t� --- r 5 N I .� �x 0- .- 0 EXIST GRADE 6 V) w 95% COMPACTED NATIVE SUBGRADE 6 5 10 T5 -BASELINE AVE CROSS SECTION I M. �,a.� STA 227+76 TO STA . 233+ 15.50 Q is DE T9 -BASELINE AVE CROSS SECTION JIM 234+99 IV JIM GJVTJV AS -BUILT STA 233+15.50 TO STA 236+86.65 v 0 U v m E Of N cfl 0 0 co N 0 It 0 N 0) LO cn w w Ln w co a i c� 0 i w z w V) a m