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Home My WebLink About2200-30 Z wLLj V) LLJ z - - - ------------------ C 3' ODE CONCRETE CULVERT -z ------- 3�; ...... AN ENT FOR WATER . ....... . .................. I AND INCLM (100) C:> EXIST. CAFENCE 9 TRANS. NORTH CF ON UN7 ZAMON PARC C N 80'022I r- --------- - h 21 (AC) - F -Al r- \M%,) 44' C� 0 A 50' WIDE EASEMENT FOR 00 S9 C, ROADWAY AND INCIDENTAL PURPOSES TO SPRR F C14 0 CO. J. CATOP RAIL 10'R (REV.) PA OR EASEMENT LINE C.J. CATOP RAIL 4 6 SECTiUN A -A I 6 C) ,,--DETAIL B L . ............... 0 � C51 Cb - -"IN 1 D[ C �0000 HF I R A 000pp Ck 6'J �,n I TORY23 STALLS i C. J. - -i 1 00P.6 (AC) C. J. to 'x %9. 00 V C�4 3"R --\RAMP 2 •/16 10). TYPBU Cj CD 6 �S IN C. J. 6 SHEL 2% C PU z C --PHONE WROUGHTIRON FENCE 19 It ? ! 91 DETAIL EXIST. WOOD POLE F A t EXIST. EP (AC 01 1� t W/ ST. LT. PA A`i C, toa -9 88402'21 EXIST. WOOD POLE 4 �XAo CU�B E VA W/ ST. LT. --TR NS 2: 7 F r" V- x - Af F- 1b C-4 A -x 100 TO 4: 6 C.-) '96 to �WINAr49 qu - A- -T- 23Qjy E*ST. --P4 . e, I b --, a -W( /tp S AC C: C t S4 op ��-�bRiVE F -7 - -1 !-, t �p i 1- - ---I - 1 C , - gar Ire t r, LIGHT IRO� 1 2 + Cc tInc tV t/ MATCH LINE SEE BELOW STA 16+49.68 fix_.'',""`' jL-11`,4- - -- - %0 1.170 - - 1r ",- < MATERIAL: GALVANIZED STEEL TUBING ELECTROSTATICALLY COATED WITH `O. `' o a ° ° 0 VAN' 0 BLACK POLYESTER POWDER. "PORTSMOUTH" STYLE BY lows. - 13 0- =0 0. HARBOR TOWNE FENCE CO. OR EQUAL. 1992 SWEETS 7 a4v qC RA j TION 02830/HAR. I NSF0 CATALOG, SEC 110N 50' WIDE EASEMENT FORi: ROADWAY AND INCIDENTAL,! PURPOSES WROUGHT IRON FENCE + DETAIL Trmp rnN-qT NTS X- -------- WROUGHT ON N EASEMENT-' OIN EXIST. 95. 1 ------- 30' WIDE R/R X x EASEMENT D E T. A + L g�- IV (0 I A 50' WIDE EASEMENT FOR ROADWAY AND INCIDENTAL PURPOSES Q C-4 0 + Cj 7 CURB N V FS 6 ECR + 7 t tit EXIST 10" DRAIN PIPE 0 00 .33 92 SEE NOTE 92.2 s j t JOIN '_�,2 ``�_ `��, t F NO. 3 4 *6 1 RELOCATE OR PROTECT 92.1 VARIES R t CURB EXIST IRR. HEAD & PIPE ST. CENTERLINE 11 CPOO 3 1T 0 ECR PROPOSED 15' 15 10 EXIST. 0 SIDEWALK I WHEELCHAIR RAMP 0 (OPEN) CT. (12 SEE NOTE EXIST RE PW X 51P REMOVE L Z, EXIST GRADE I z: \ \ -11 \ + .14 NO. 2 STEEL LID SIDEWALK DRAIN 0 EXIST WALK B Bfi 0 FS SEE NOTE NO. 1 R/W 2.40 T 00 0 X 00p, 2% - LEVEL LINE 2% 2% 2 JOIN EXIST 0.25 EXIST LID + WALK "N' EXIST < -H 4 6 4 Lj U) CL CURB< X (LIP) GUTTER 0 0) is$ CF M Cy- Li < of + (10" (22") TYPICAL SECTION B1 -B1 P n %N (6 1/2") GROOVED DIRECTIONAL 0 L0 c10") + jo X LLJ = Ld HORZ 1 =10' VERT 1"=5'• SLOTS LLI 0� 01 010: 8" CF Jll A -A 4 ry -1 4 RELQCATION NOTES: C) VARIES cr_ f 190j 1. SALVAGE STEEL LID AND ANGLE SUPPORTS FROM EXIST DRAIN ST. CENTERLINE PLAN CONTRACTOR IS RESPONSIBLE FOR ANY REFABRICATION REQUIRED. 4 2. RECONSTRUCT IN LIKE FORM OPEN RECTANGULAR DRAIN WITH 15' 15' VARIES 12" GROOVED `,, !, ( do W aw P-4WARNING SALVAGED LID ASSEMBLY 1' (MIN) WEST OF START OF + PROPOSED WHEELCHAIR RAMP. BORDER VARIES 49 6 `2� Is 2% 3. RECONSTRUCT IN LIKE ELEVATION AS EXIST, 10" DRAIN PIPE 2 16+89.2 Ft.A� UNDER SIDEWALK WITH 45" BENDS TO JOIN EXIST DRAIN z EC t 46 C 4. CONTRACTOR TO PROTECT EXIST LANDSCAPE DURING DRAIN 0 , I ZI EXIST GRADE t RELOCATION. r 5. CONTRACTOR TO RELOCATE CONFLICTING IRR. HEADS & PIPE AS REQUIRED. jjj�... a' 2% 2% LEVEL LINE 0 2 FS 0 BEYOND 7� EXIST CURB DRAIN 'I 0. 5 1 Z2 R 5 STA 16+49.68 4 6 4 .1111 ........ RELOCATION DETAIL r-4" MATCH LINE SEE ABOVE NTS 41� VARIES 0)1 TO 7`1 TYPICAL SECTION B2 -B2 - EXIST C/L FENCED HORZ 1 of =10' VERT 1"=5' ST. CENTERLINE I TYPICAL SECTION A -A N.T.S. CONSTRUCTION NOTES 0 CONSTRUCT 6" CONC. CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 2O CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 3O CONSTRUCT CROSS -GUTTER AND SPANDREL PER CITY OF FONTANA STD. DETAIL 104. CONST 8" CURB AND GUTTER PER CITY STD 101 O5 CONSTRUCT AC OVER . - COMPACTED NATIVE. 49 95 O6 CONSTRUCT 5" AC OVER 12" COMPACTED NATIVE G-' 95 O7 CONSTRUCT REDWOOD HEADER O9 PROTECT EXISTING IN PLACE 10 REMOVE EXISTING AC PAVEMENT 11 REMOVE EXISTING CONC. DRIVEWAY APRON @ REMOVE & RELOCATE EXIST. FIRE HYDRANT ASSEMBLY (BY WSBCWD) @ REMOVE & RELOCATE EXIST. RECT. SIDEWALK DRAIN PER DETAIL 5O G SAW CUT EXIST. PAVEMENT Z 0 ;1 2 2 12" GROOVED WARNING BORDER SECTION A -A NTS 7' MIN It TC(BEYOND) lffzw U, r 2:20 4 A4,d v 1 11CF 9 CROSS -GUTTER SECTION 2,f, A----. 6 -7 - -e- - Z -1-14 7 7 -CO, VYA 0- Y' SECTION B -B WHEELCHAIR RAMPO NTS 15 CONSTRUCT FULL DEPTH AC PATCH (MIN. 1' WIDE, 10 DEEP) 16 REMOVE EXIST. TREE 19 CONSTRUCT WROUGHT IRON FENCE PER DETAIL O7 21 CONSTRUCT 3' WIDE CONCRETE CULVERT PER DETAIL 22 CONSTRUCT GUTTER PER DETAIL (3) QR CESS/��'�l 0 23 CONSTRUCT 5' CROSS -GUTTER ONLY, PER CITY STD. DETAIL 104 24 CONSTRUCT 4" CONCRETE PAVEMENT N -42076 Exp.3/31/96 25 CONSTRUCT WHEELCHAIR RAMP PER DETAIL q4 CIVIL C S ..L !_ ._ __ 0 A STA 49+67.50 SLOVER EXIST. CONC. S BVC 14+50 ALONG P x (AC) 0.00!1 1 (DIRT) '01 12+00 0 + 'GRADE BREAK 0 I ,� it N C:) 0 it it EXIST. CL FENCE 6 ;��y i 15.00 1�.00 10.00' A!:) W(AC) 4 C14 10 EIL- - tlli + r- U.J GI•: ;,`r 2% (20'±) 5 ECR 10+61.02 -4:XIST AC A DRI A dt ALONG P x (AC) 0.00!1 1 (DIRT) ... . ... W. . . . .... 001 4 4 CL INT i X 1 . ....... 0 =63+22.64 TAMARIND 119 V IN ......... .. . . . ..... ........... .. . ..... . (DIRT) IRT) J E"'A ... S'TP� ANCHOR CONC. (PA EXIST. GUY L WM z7 H I �6TT i . . C. F.L. .8Q F -L 3 (83.49) F.L. C & G (83.98) F.L A 2 75" 6 .3. +23.82 E '4. 0 .... k.5 "d A L `V1 ...... ----- ....... -- - - ------------ ...... 10+ 00. 00 ----- �N - -I RELOCATED F ........... 111/kv -1V qr�v i ------------- ....... .. ........ ..... . W W W Q;z 0- f5 Uj X x CL INT W1 DRIVEWAY ASSEMBLY 0- U. 0 Z 54+00 EXIST. C.L. Cj) 53+001-: 01 0 49+00 52+00 0� I �a -7� I . -*�' a ... . . ....... . . . ........... zj;� . ........ CITY OF FONTANA.. . ....... "Now 1 -11x >c fj7 N 8 E W 0 ..... - - - ------- TNY OF SAN BERNARDI 0 9*28152 EXIST EP 50+00 9 16 13 1/ln12 il ME 0 3 M N, -j 10 F]i, WM . . . ........... Iwo Z -%Z:z< z„` ,� - CD z-1 ! < U- ID 0 RECORD DRAWING The information on this drawing is obtained from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All above ground TAMARIND AVENUE facilities can be readily seen and verified by the parties that intend to use same, . .� ri-Fy nF FnNTANA r..41 I Fnpm I SHT. NO. 3 OF,25--ZE; PO 0 w CD 0 000 M 0) M I 0 00 '01 12+00 0 + 'GRADE BREAK I ,� it C:) 0 it it 15.00 1�.00 10.00' 0 0 + 4 10 EIL- - tlli 5 ECR 10+61.02 ... . ... W. . . . .... 001 4 4 CL INT i X 1 . ....... 0 =63+22.64 TAMARIND 119 V IN ......... .. . . . ..... ........... .. . ..... . (DIRT) IRT) J E"'A ... S'TP� ANCHOR CONC. (PA EXIST. GUY L WM z7 H I �6TT i . . C. F.L. .8Q F -L 3 (83.49) F.L. C & G (83.98) F.L A 2 75" 6 .3. +23.82 E '4. 0 .... k.5 "d A L `V1 ...... ----- ....... -- - - ------------ ...... 10+ 00. 00 ----- �N - -I RELOCATED F ........... 111/kv -1V qr�v i ------------- ....... .. ........ ..... . W W W Q;z 0- f5 Uj X x CL INT W1 DRIVEWAY ASSEMBLY 0- U. 0 Z 54+00 EXIST. C.L. Cj) 53+001-: 01 0 49+00 52+00 0� I �a -7� I . -*�' a ... . . ....... . . . ........... zj;� . ........ CITY OF FONTANA.. . ....... "Now 1 -11x >c fj7 N 8 E W 0 ..... - - - ------- TNY OF SAN BERNARDI 0 9*28152 EXIST EP 50+00 9 16 13 1/ln12 il ME 0 3 M N, -j 10 F]i, WM . . . ........... Iwo Z -%Z:z< z„` ,� - CD z-1 ! < U- ID 0 RECORD DRAWING The information on this drawing is obtained from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All above ground TAMARIND AVENUE facilities can be readily seen and verified by the parties that intend to use same, . .� ri-Fy nF FnNTANA r..41 I Fnpm I SHT. NO. 3 OF,25--ZE; PO 0 w CD 0 000 M 0) M I 0 00