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HomeMy WebLinkAbout2200-2I I Zqq PEW= PLAST= PICb3T TOPS Tl - -, q 10 r, - III A � � H � � � � 11111111 � P P �' � H .I Sze III U fill III W--W-1j;j 1-1/2" X 1-1/21 14 G-1. uOlff414 eXCII L 3XI V4 9725? /VP e041741 V1 1 lk- cahw 5/80 2 S/8" 3.8 aa. Pari.'Zr- I PICIZITS 0 A 0. C. _WZ,00I fhb'P57AIZ, 30'f 6 q1_ 000 77 - °1I rvf 9 41eV4C_ 901 11a it JLAL L IN to �F 66 t 30. -00 CENTER DROP ROI? C 45; 4��ZIR115 40,1V4 Y PER 111111 PAX11al PROVIS7039 FOOTMIG DTAWRTXR 9 2/5 je)IIIIII Aw SQ. X .120 X 9" GATZ POSTS TTP- • 7%, /A& A�?e7l-fll_ ll 4�7LIP,,eZ_ _x 797 /!i= r2 OUVL6 6 AT6 MTMe A) I all �API jr I Will AN ASEMENT F A R AND INCIDENTAL PURPOSES WIDE CONCRETE EXIST CA FENCE SEMENT FOR WATER LINE r-3# AND INCIDENTAL PURPOSES TOTAL ALONG I A ----- AN-- AS MENT_ii3_R-1N_GF;tE--S�' ::L 7 -L L LINE 51 - '_E1 _5�,7, t 8 A2 1 0- � N BE RIESS, WATER LINE AND XNCIDENTAL PURPOSES .443 W POC 71\) Y _T_ dl L 00 GRADED �ut i L � 1\ XISi I RG L FLOW LIN _T 3 T-- --T JAJ 6 A A 1D DE EASEME 25, ! C 000 X x R LINE At F l t,MTAL PURPOSESL-'; ��/,7 _7 7 C C —T % ---r — — — — --r— 1 A Ile - X X X W L6� 4iv 7_1 W�OU T IRONi i 000, \,gr _1 ON i _4 i CSI 24 CY X >( 5< 40,10 4- Q't ".. 0 t Iro C 10R7 - • OPIT __x X\ EMEN 24 x x x 1< >\ x X ix x A x 3q, d 0 --i,i, 46 2 -6 TC PER PLAN 4 TIC PER PLAN CASE A J 1 4 1 SLOPE v. 9717 5*CF 4\ 7 171 100) 8 8 FS F 49) IL .0 C14 6 C A:Cj L 1 I 0 __j __q 01 6 C4 C4 P A LLJ 6 C C T— --T LeLl i i I s% j 6 Ic LLJ �9 Go 0 C V) 0 C LA PA 1 `Gx•C R/ .41TC A ------ 'A �Vl GH T i I RON 100.91FE$ 4P I FENCE .5 24 i 101 9 ol i 6*!PA So t 06 !D 6 'Vol g'i 40 7-, r. 20 z N All',kj 6 IF C-- XC. ....... C qa C3 - 3 C n I �39 96.60 FS 6.5 F 1Z1:f 0 111 v 0;Yi SEE DE IL FOR ADDITI NAL INFORMATIO all AN CASEMENT F INGRESS, � EGRESS, WATER AND IIII relves, W/f/ INCID'ENTAL PURPO S aC_ Z4 -r A 10? WIDE EASEMENT JI;1I z2oc >­ FOR 'WATER LINE AND - WSr, 4. Z Z INCID�NTAL PURPOSE 4041 -Awl A CASE B CULVERT DETAIL 2 N.T.S. -I Q 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 responsiblO for underground facility locations or depictions. All ahove pro und facilities cane readily- by the paqie I seen and verified -.s thit intl to usp, Sam _T_ A) 19 bl'00,v _X-13 WROUGH1 ��-"x/ .. ". 9 FENCt 1 >-c,*�' -0 [3 - TRANS. 6"-8n CURB cc) 7< 0 poll fl => ..... EXIST. R TRACKS A. ............... .............. •s X21 ...... ALONG PARCEL LINE TOTAL AG 4 - - _ " }. 711.4-15' T 0 $8'02E 10 WIDE R/R r ms`s' ' _. . ...................... ................. EASEMENT (94) k�61 JOIN & MATCH EXIST. WITH 1 I l 0-11 V f)Dr W Z wom6m HARDWOOD 18 PLAST= PICb3T TOPS Tl - -, q 10 r, - III A � � H � � � � 11111111 � P P �' � H .I Sze III U fill III W--W-1j;j 1-1/2" X 1-1/21 14 G-1. uOlff414 eXCII L 3XI V4 9725? /VP e041741 V1 1 lk- cahw 5/80 2 S/8" 3.8 aa. Pari.'Zr- I PICIZITS 0 A 0. C. _WZ,00I fhb'P57AIZ, 30'f 6 q1_ 000 77 - °1I rvf 9 41eV4C_ 901 11a it JLAL L IN to �F 66 t 30. -00 CENTER DROP ROI? C 45; 4��ZIR115 40,1V4 Y PER 111111 PAX11al PROVIS7039 FOOTMIG DTAWRTXR 9 2/5 je)IIIIII Aw SQ. X .120 X 9" GATZ POSTS TTP- • 7%, /A& A�?e7l-fll_ ll 4�7LIP,,eZ_ _x 797 /!i= r2 OUVL6 6 AT6 MTMe A) I all �API jr I Will AN ASEMENT F A R AND INCIDENTAL PURPOSES WIDE CONCRETE EXIST CA FENCE SEMENT FOR WATER LINE r-3# AND INCIDENTAL PURPOSES TOTAL ALONG I A ----- AN-- AS MENT_ii3_R-1N_GF;tE--S�' ::L 7 -L L LINE 51 - '_E1 _5�,7, t 8 A2 1 0- � N BE RIESS, WATER LINE AND XNCIDENTAL PURPOSES .443 W POC 71\) Y _T_ dl L 00 GRADED �ut i L � 1\ XISi I RG L FLOW LIN _T 3 T-- --T JAJ 6 A A 1D DE EASEME 25, ! C 000 X x R LINE At F l t,MTAL PURPOSESL-'; ��/,7 _7 7 C C —T % ---r — — — — --r— 1 A Ile - X X X W L6� 4iv 7_1 W�OU T IRONi i 000, \,gr _1 ON i _4 i CSI 24 CY X >( 5< 40,10 4- Q't ".. 0 t Iro C 10R7 - • OPIT __x X\ EMEN 24 x x x 1< >\ x X ix x A x 3q, d 0 --i,i, 46 2 -6 TC PER PLAN 4 TIC PER PLAN CASE A J 1 4 1 SLOPE v. 9717 5*CF 4\ 7 171 100) 8 8 FS F 49) IL .0 C14 6 C A:Cj L 1 I 0 __j __q 01 6 C4 C4 P A LLJ 6 C C T— --T LeLl i i I s% j 6 Ic LLJ �9 Go 0 C V) 0 C LA PA 1 `Gx•C R/ .41TC A ------ 'A �Vl GH T i I RON 100.91FE$ 4P I FENCE .5 24 i 101 9 ol i 6*!PA So t 06 !D 6 'Vol g'i 40 7-, r. 20 z N All',kj 6 IF C-- XC. ....... C qa C3 - 3 C n I �39 96.60 FS 6.5 F 1Z1:f 0 111 v 0;Yi SEE DE IL FOR ADDITI NAL INFORMATIO all AN CASEMENT F INGRESS, � EGRESS, WATER AND IIII relves, W/f/ INCID'ENTAL PURPO S aC_ Z4 -r A 10? WIDE EASEMENT JI;1I z2oc >­ FOR 'WATER LINE AND - WSr, 4. Z Z INCID�NTAL PURPOSE 4041 -Awl A CASE B CULVERT DETAIL 2 N.T.S. -I Q 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 responsiblO for underground facility locations or depictions. All ahove pro und facilities cane readily- by the paqie I seen and verified -.s thit intl to usp, Sam _T_ A) 19 bl'00,v _X-13 WROUGH1 ��-"x/ .. ". 9 FENCt 1 >-c,*�' -0 [3 - TRANS. 6"-8n CURB cc) 7< 0 poll fl => ..... EXIST. R TRACKS A. ............... .............. •s X21 ...... ALONG PARCEL LINE TOTAL AG 4 - - _ " }. 711.4-15' T 0 $8'02E 10 WIDE R/R r ms`s' ' _. . ...................... ................. EASEMENT (94) k�61 JOIN & MATCH EXIST. WITH 1 I l 0-11 V f)Dr W Z 18»6 HARDWOOD 18 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. N8-13 CASE C 19 CONSTRUCT M AC TO TOP yzir moo/ 6 - e-2 5 E: � -2 Z 2:1-W 7-e W_ A V, 6w, .MTBE 1 W te a < OF TIE 3' WIDE CONCRETE CULVERT PER DETAIL 2O 22 to GUTTER PER DETAIL (D 2 * K a 7/"l, e 5 0/ _0'-- 90- 774-91- V L .4 - CONSTRUCT ADJOINING co 17 REMOVE EXIST. CONCRETE CURB AND GUTTER PAVEMENT CONSTRUCT 4" CONCRETE PAVEMENT 26 SECTION 2" WATER FOR IRRIGATION (BY WSBCWD) '11l.5rAZ r,,104vlI` _oc;A,,5W1CXlPER91 7WK9547W dr -147 AC TO TOP 9 19:EdW5rR1,41V 0A.9FT OF BALLAST BALLAST V V V V • BALLAST ST. TIE EXI AIL ON TOP OF TIES BETWEEN TIES AC PAVING DETAIL AT EXISTING RAILROAD TRACKS N.T.S. -6 18»6 w(000 18 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. N8-13 CASE C 19 CONSTRUCT WROUGHT IRON FENCE PER DETAIL O7 20 00 8" CURB PER CITY STD. 101 21 CONSTRUCT 30 GUTTER DETAIL N.T.S. r 7 IV V - Ifla- F9 @ CoN�mua CC71Y11te,(,1AL PrlVbj C17Y of APNIMAIA 6711? .�57XIL 1W A91-9. 016=16T 16'M1P9 AWKC LEAF 469,M07 AM 4,4701- )W Pe5-,914 .... . . .... 1 CONSTRUCT 6" CONIC. CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. CONSTRUCT CROSS -GUTTER AND SPANDREL PER CITY OF FONTANA STD. DETAIL 104. CONST 8" CURB AND GUTTER PER CITY STD 101 CONSTRUCT ' AC OVER COMPACTED NATIVE. CO 95 - CONSTRUCT 5" AC OVER 12" COMPACTED NATIVE 6 957%, CONSTRUCT REDWOOD HEADER IIIIIII.IIIIIIIIIIII''IIIII , __1l - n,nk!Q ni in_:c n &if ^ n All% Ir"ll, 1111 k i r% II Qr­rAll /4 C%11 I f -r- A2 R/W 10, EXIST. CL FENCE 31 x VARIES 6"-18" AS REQD EXIST. DIRT GRADE (VARIES) PROP. FS 5' 59 EXIST. DIRT GRADE 10' WATEREASEMENT 21 PROTECT EXISTING IN PLACE SECTION D=D - 1 =50 10 REMOVE EXISTING AC PAVEMENT VERT- 1"=Is 15 CONSTRUCT FULL DEPTH AC PATCH (MIN. 11 WIDE, VDEEP) ------ A) SAW (-HT EXIST PAVEMENT 2:1 SLOPE JOIN & MATCH AT EXIST BCR DRIVEWAY APPROACH RECONSTRUCTION DETAIL N.T.S. QETAIL -A LATCH ASSEMBLY GRAPHIC SCALE 30 a 15 30 60 120 ER FEET I inch = 30 ft CITY OF FONTANA, CALIFORNIA vzO ES C11) DRKWN BY SCALE: PARK AND RIDE FACILITY M0 L/GI # _-_. �_- ____ _. __ t HORIZ.: 1 =30- 063 ExR 3-7.94 DESIGNED BYp. /31/96 G 7 3170 REDHILL AVENUE • COSTA MESA, CA 92626-3428 - (714) 544 3404 JCH E PARCEL 13, P.M. 12195 5�0 %P CIVIL ENGINEERING LAND PLANNING - LAND SURVEYING /B DATE: gfw w CHECKED BY PRECISE GRADING PLAN CIVI\- _An0_-,eARR1eA. O -Z 'op 5 JCH/BE 17550 SLOVER AVENUE 1,?1-7192 fn I C A 1k__ W PREPARED UNDER THE SUPERVISION OF: 0 CO 9. Y3 I — 9 DR. NO. DWG. N0. r4- #, JOB No. /I )2,fl� Y-� /--. P, - -� �& ('--' 4 1% -.l - :- REVISIONS EN/'0 c DATE CITY DATE ROBERTC. EVERSON R.C.E. C-42076 DATE: 4013—ID63 APPROVED R.C.E. 05­10ro Z Z 0 C — 2 01— %'I S. APPROVAL APPROVAL CITY ENGINEER f SHT. NO 2 OF 18 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. N8-13 CASE C 19 CONSTRUCT WROUGHT IRON FENCE PER DETAIL O7 20 CONSTRUCT 8" CURB PER CITY STD. 101 21 CONSTRUCT 3' WIDE CONCRETE CULVERT PER DETAIL 2O 22 CONSTRUCT GUTTER PER DETAIL (D 24 CONSTRUCT 4" CONCRETE PAVEMENT 17 REMOVE EXIST. CONCRETE CURB AND GUTTER 24 CONSTRUCT 4" CONCRETE PAVEMENT 26 CONSTRUCT 2" WATER FOR IRRIGATION (BY WSBCWD) '11l.5rAZ r,,104vlI` _oc;A,,5W1CXlPER91 7WK9547W dr -147 9 19:EdW5rR1,41V 0A.9FT 2:1 SLOPE JOIN & MATCH AT EXIST BCR DRIVEWAY APPROACH RECONSTRUCTION DETAIL N.T.S. QETAIL -A LATCH ASSEMBLY GRAPHIC SCALE 30 a 15 30 60 120 ER FEET I inch = 30 ft CITY OF FONTANA, CALIFORNIA vzO ES C11) DRKWN BY SCALE: PARK AND RIDE FACILITY M0 L/GI # _-_. �_- ____ _. __ t HORIZ.: 1 =30- 063 ExR 3-7.94 DESIGNED BYp. /31/96 G 7 3170 REDHILL AVENUE • COSTA MESA, CA 92626-3428 - (714) 544 3404 JCH E PARCEL 13, P.M. 12195 5�0 %P CIVIL ENGINEERING LAND PLANNING - LAND SURVEYING /B DATE: gfw w CHECKED BY PRECISE GRADING PLAN CIVI\- _An0_-,eARR1eA. O -Z 'op 5 JCH/BE 17550 SLOVER AVENUE 1,?1-7192 fn I C A 1k__ W PREPARED UNDER THE SUPERVISION OF: 0 CO 9. Y3 I — 9 DR. NO. DWG. N0. r4- #, JOB No. /I )2,fl� Y-� /--. P, - -� �& ('--' 4 1% -.l - :- REVISIONS EN/'0 c DATE CITY DATE ROBERTC. EVERSON R.C.E. C-42076 DATE: 4013—ID63 APPROVED R.C.E. 05­10ro Z Z 0 C — 2 01— %'I S. APPROVAL APPROVAL CITY ENGINEER f SHT. NO 2 OF