Loading...
HomeMy WebLinkAbout3890-4B■ -.___-- --_-- EXISTIN II I -GROUND 1314 i -' - - - q- 0 -- - - -- --- - - -- - - - - - - - - -- --------------- H EADWALL 6 8" AC 110 Q 9FS -� 1312ZU __i :. •::: T, _ - = w Ki CONC. BAtKFI�LL CY to (n H LL- EXISTING L-EXI TING - - --- - -- -j 8" ROP - - - - v _ - - . ��„ j J - - J • = - 9 1� vt -0.52X - -- - - - -- - SSP• 5 i��1 1 S' ' 32 3.75" 32 - -_ -30 - - -- - 1 .&�p9 • � 23.59 LF � 53 LF � - - --_ _ _ ---- --- FL j - - 14 - - - i - - - - -- 9 - .-_ - --- - ---- - - 04- BACK PER I CI ONTANA S N v n o o --- - - -- - + CONCRETE - KF ! - - -- -`- 4 I �.BEDD SHALL SQUASH BOXOf BE °p 1 do } - ------ - ----- - - + ECIAII+ 2 I ,� N 0752 PROVISIONS ANO - -� - -- - ------ - - -- --- -- - - N U - - - -- - i DETAIL HEREON I - - - - - - -- -- a d o a o 1305 f-- M l i-- - r V) Z U) ! (n o N U- N G- 114.12 LF 2.79 LF -}- 40+50 Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. LIMBER CALL UNDERGROUND SERVICE ALERT 1-800 227-2600 41+00 RECORD DRAWING '- \3. Mot �tio Fy 'Y--V'-'Y--V'-VTHE INFORMATION ON THIS DRAWING ISOBTAINED FROM OTHERS AND MUST BE VERIFIED PRIOR TO No 4 9 M USE OR CONSTRUCTION. THE CITY OF FONTANA, Exp -I 1 IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY LOCATIONS OR DEPICTIONS. ALL ABOVE GROUND CN��- ��`r FACILITIES CAN BE READILY SEEN AND VERIFIED BY ��cA��� THE PARTIES THAT INTEND TO USE THEM. 5 - EXPANSION JOINT r-r%vr umi i yr NEW PAVEMENT ---- ---- {---G----G----6----G--------g---- ---- ---- --------�-- '---5----5----5---'5----s----S----s----S----S----3----S----S----S--- 6' v----v----v----v----v----v----v----v----v----v--- #4 O 18" O.C. #4 CON T. #4 O 18" O.C. NOTE 1. END BACKFILL do BEDDING AT STA. 40+88.23 SQUASH BOX ANGLE POINT 2. *SQUASH BOX TOP THICKNESS DECREASES FROM 7" TO 3.8"t FROM STATION 41+63.64 TO STATION 41+78.52 �7�.IN 1 QUA LA-- 1 An- H SCALE: 1 "=1' BAR TYPE - - - - - - - PROPOSED STATION LIMITS LIMITS PROTECT IN PLACE SPACIN WAIN r, 7V-7577 "A" #7 #4 STA. STA. 40+71.14 40+88.23 TO TO STA. STA. 40+88.23 41+81.31 7.5" 18" O.C. O.C. "B" #4 #4 STA. STA. 40+71.14 40+88.23 TO TO STA. STA. 40+88.23 41+81.31 7.5" 18" O.C. O.C. RCB WIDTH = 6.5' BAR "A" 4" / #4 O 18" OC III-III-)II,-,II�- I=1 UNDISTURBED SOIL (TYP) #4 O 21" OC REIVFORCED CONCRETE MX DETAL V SCALE: 1 "=1' NOTE: BEDDING LIMITS: STA. 40+61.55 TO STA. 40+72.46 1I- ONCRETE BACKFILL I 560-C-3250) EDDING #4 O 18" O.C. 10" BEDDING TYPE - - - - - - - PROPOSED STATION LIMITS Q5 PROTECT IN PLACE SPACING WAIN r, 7V-7577 "A" #7 #4 STA. STA. 40+61.55 40+72.46 TO TO STA. STA. 40+72.46 41+44.89 7.5" 18" O.C. O.C. "B" #4 #4 STA. STA. 40+61.55 40+72.46 TO TO STA. STA. 40+72.46 41+44.89 7.5" 18" O.C. O.C. REIVFORCED CONCRETE MX DETAL V SCALE: 1 "=1' NOTE: BEDDING LIMITS: STA. 40+61.55 TO STA. 40+72.46 1I- ONCRETE BACKFILL I 560-C-3250) EDDING #4 O 18" O.C. 10" BEDDING row - :, •-�: ���!�:�' - - - - - - - PROPOSED • - - - - • - - .. - . - - - -- - - - - - - - - -- - - - - - - - - - - - - - - • - - - - • - Q5 PROTECT IN PLACE WAIN r, 7V-7577 CURB FACE © REMOVE EXISTING Q7 RELOCATE EXISTING �� -' (6 O9 CONSTRUCT 8" C&G PER CITY OF FONTANA STD. PLAN NO. 1003 p$' iv 10 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. PLAN 1015 (WIDTH PER PLAN) to3 14 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 124 - - - - - - - - - - - - - - Q CONSTRUCT 18" RCP CLASS III 2000D 1© CONSTRUCT MASONRY RETAINING WALL PER APWA STD. 618-1 TYPE A 18 INSTALL METAL HAND RAILING PER APWA STD. NO. 606-1 TYPE A PLMDIRMA ® CONCRETE COLLAR PER APWA STD. N0. 380-3 M MTM.CONSTRUCT ® CONSTRUCT 8" CURB PER CALTRANS STD. A87 TYPE Al -200 "A" SCALE: 1 " - 10' CONSTRUCT TRANSITION STRUCTURE PER APWA STD. 342-1 MOD. N U P noN 3 ® CONSTRUCT REINFORCED CONCRETE BOX PER DETAIL "B" HEREON row - :, •-�: ���!�:�' WAIN r, 7V-7577 1 aa- DAVID EVANS ANDASSOCIATES mc. 800 North Haven Avenue, Suite 300 Ontario California 91764 Phone: 909.481.5750 01/26/06 DAM DRAWN BY: GTG DESIGNED BY: EXA CHECKED BY: SAH JOB NO. FONT0000-0036 C ff Y OF RWANA, CAUFOM A -per�- • kVA T DR. :NQO.. SHEET NO. 3890 4B OF