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Home My WebLink About5225-2935 RT EXIST STRIPE) :XIST�FL-'� EXIST EP1— x EXIST EXIST i 22 0) H N / N f0 V) — N M EXIST PROFILE 0 TC RT — zz 5oim0 LL. M 6 M 6 — 1.20% W N ' co PROPOSED FL 30' RTcn Q J PROPOSED TC 30' RT N J N M 935 RT U") +u- M Fa– ^ (A M O1 N EXIST PROFILE 0 EP LT - — — — N 01 c6 935 LT----- �M �� + Nv OM1 935 LT — — -- N — — co 01 H — (6 N N M N — — + N v EXIST GRD 0 C.L. BANANA AVE— in / — — i 935 CL — +M — — — 935 CL N 0 +N M M N� / 935 RT EXIST STRIPE) :XIST�FL-'� EXIST EP1— x EXIST EXIST i 22 0) H N / N f0 V) — N M EXIST PROFILE 0 TC RT — zz 5oim0 LL. z 6 — - 1.20% ' PROPOSED FL 30' RTcn J PROPOSED TC 30' RT N J N M 935 RT +u- M Fa– ^ (A M O1 M cq w J N fy + N0) M C.L. BANANA AVENUE (44') 40' FUT. 4.5' 9.5' FUTURE 30' 30' 9.5' I I (22') (12') 18' AC DIKE VARIES 2% VAR. VAR. 1.84% MIN 2% 27. 2.7% _1.7% =2-6% 2.3% MAX 7 EXISTING AC PAV'T 1 V FUTURE IMPROVEMENTS TYPICAL SECTION NOT TO SCALE 2' 1 MINMIN r� EXISTING PAVEMENT DETAIL "A" NOT TO SCALE REMOVE AC DIKE OR REDWOOD HEADER WHERE APPLICABLE 5• CILErLY U) rn HORIZ.- 1"=20' BANANA AVE vFRT_ - 1"=9' 1 R/W `-- -- GRAPHIC SCALE 1"=20' 0 20 22 EXIST UTILITY EXIST CONC D/W--'- FL rZ A 23 24 0 z 0 I �a zz 5oim0 LL. z N I R/W--\ EXIST FENCE EXIST STREET LI( a v e ff XIST AC DIKE)EXIST STRIPE) STA 22+79.536.69 TC yt 1 36.02 FL 23 }QG EXIST CENTER STRIPE EXIST 16 ZN STRIPE �.►.�.+;.°�__.�INTAi ��A�A�A�A�f�A�A�A�A x AR d, C Fj '�►AAAAA"�i��+AAyi� AAAAAAO��FJASTA 22+97.52 A •AAA Til EXIST GAS VAIVE 11 A.P.N. 0236-171-33 25 L0 .y M EXIST FENCE-) 0 o ^_ EXIST EP-� w 24 _I /\ (� I /� I 9� 25 PG IN, . . 7"C —A Y =1 EXIST EP--,, 1 M 10;1 EP To R=7' oT EXIST FENCE A.P.N 0236-171-54 EXIST UTIL EXIST R/W �9A 1 EXIST EP`4 EXIST WATER METER Xx EXIST UTIL POLE SEE DTEAII 2:1 MAX SLOPE SECTION A -A NOT TO SCALE CONSTRUCTION NOTES: Oi SAWCUT & REMOVE EXISTING AC PAVEMENTWITH GRIND/OVERLAY PER DETAIL W. O2 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000, O PLACE 6 1/2" MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE. O4 CONSTRUCT 6.00' W. X 0.33' H. UNDERSIDEWALK DRAIN W/ INLET TYPE 1 PER A.P.W.A. STANDARD PLAN 151-1. 1 O5 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. DWG. NO. 1002. Os PLACE 8" AC DIKE PER CITY OF FONTANA STD. DWG. NO. 1007. O CONSTRUCT 5' SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1006. O RELOCATE EXISTING MAILBOX O REMOVE EXISTING CHAIN LINK FENCE 10 RELOCATE EXISTING UTILITY POLE AS SHOWN. 11 RELOCATE EXISTING WATER METER. 12 REMOVE AND DISPOSE OF EXISTING AC PAVEMENT. 13 GRIND 0.10' MIN EXIST PAVEMENT AND OVERLAY 0.10' MIN. G INSTALL OBJECT MARKERS PER MUTCD 1e FOLLOWING THE PLACEMENT OF AC PAVEMENT PER CONSTRUCTION NOTE 3, BACKFILL AREA BETWEEN CURB & DIKE WITH 6" CLEAN SAND AND 2" AC CAP PER DETAIL ON SHEET 1 & 2. 16 APPLY 4" WHITE THERMO PLASTIC EDGE STRIPE. LEGEND: AC = ASPHALT CONCRETE BEG = BEGIN BK = BACK BW = BACK OF WALK C&G = CURB & GUTTER C.L. = CENTER LINE EXIST = EXISTING FG = FINISH GRAGE FL = FLOW LINE FS = FINISH SURFACE MIN = MINIMUM OM - OBJECT MARKER P.P. = POWER POLE RT = RIGHT STA = STATION S/W = SIDEWWALK TC = TOP OF CURB TD = TOP OF DIKE TB = TOP OF BERM REMOVE EXIST AC PAVEMENT D PROPOSED AC PAVEMENT D CONCRETE E" CLEAN SAND W\ 2" AC CAP WM = WATER METER — = STREET LIGHT ON P.P.