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HomeMy WebLinkAbout3624-716+00 17+00 18+00 X a AC 1301 '0 LO �1 CITY OF FONTANA Loi X # Z X E '7A6_3 0 Ld z CL 7.1 C) < C, 1 0 m 0 C E 0 X 365,79 X bi z 366.23 L 00_0� 00 w - 0 Z C) < 6 J )' [�_ j n _4 C3 < z a r-) > 36.000m r X LO >- + X 366, 04. CO 366,19 X 367.25 1'0_ �i < rr- U i + Z: Mv. Ir -1 + 0 I�IFI 0 X 118.11 U-) L X 7�'l X X X X.367, X 367B5X w 16 NSE 54, r- < wz < C a z REES U_ 0 < V) 0 356,16 .3 6 6.() -7x 3 S A "Q� _'z ---TR A C T-�)[ L -e 1 366.22 X 'L.LJ 0 + 0) )6 365.65 _w X,366._f3 r I DIRT EXIST. R 2- C L ce < r) fC14 . . .... . Sw r 00 0 - 6 c-4 3EWI�92 FYIqT1I L___j I /H G -w- 00 36E �,.25m W 36,5,83 • Vt. ---------- W + X X + + ki 6,254m S C) 0 04 00 Lo 1.30M W E E I --- + U) 0 N Of + E + Cp 0 0 00 0 WITH CASING E E E + u') 0 00 C� rl;, ';� . CL t-'- E cq C'� 00 CD -po.- 00 0 A "B LO cq C� 0 U-) r_1 < 0 Lo CCC4) 0 n Lo u) 00 w 0 E LO 0 1.0 co L__j 1A LO It 17 20 0) ('� 0) 15+60 16+00 16+80 18-100 . 04 7 18+40 U) 16+4 0 C3 V). 0 E_4 17+60 V) E-4 N 89'24'05"E _U PrZI V) I E-4 E E iA m LO 0) (365.856)-,--/ V) -7 00 LO 0 EX. FS (ow 27 E -m E LO 18 �3132 35 D. E E B C I A 7 CO 0 0 E V) C,4 CO E I in 1 59 cq_ - 0 0 0 E 0 A -51m _W_-'� -4k-" - 6 _ _*. 0_48 Oj5ro _.LQ _Q_ --r-00 ia_ _w V) N 00 0 0 N 6 '4 Cq Csi 0 Lj 01)(9.1 E 06 (0 U-) Lo d FOOTHILL BLVD > > 76 1 0-4 -5-4! 00 (0 - e' < < z W------, G _36 �5 f, 5.- 5-7 0- X X w T I E S, I G N _j C _ - =_ U m -, '3 1 E SIGN 0 4= 0- 366 �;_IGNTU_ 11�1I CD r- I _j C) 0 ad .. 0 L01 < f 355,15 C� m 0 0 :D m C', I . . . _T T: od 0 0 NOTE: SEE SHEET 7A FOR STREET PAVEMENT, SAWCUTS AND REMOVALS. SEE SHEET 20 FOR INTERSECTION DETAILS CURVE DATA TABLE 0 Im R L T OA 180-00,00. 0.600m [1.97'] 1.885m [6.18'] 07-08'03" 96.500m [316.60'] 12.016m [39.42'] 6.016m [19.74'] N 82-16'02"E 12.125m [39.78'] N 82-15'52"E 12.124m [39.78'] EO N 00-36'05"W 16.002m [52.50'] DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 66 17.49/21.09 12 016 'I 12.01 E m 12.1,re 4m -T I 885n rA 1R r r -4p jwi. F 1 F 0 ALONG HECCJR6 e tric c) ALON G -HE GURB _ 0 r"I m: I let -1 0 0 C� 0 0 C4 0 6 an IN CY) 0 0 0 L.0 0 Lo 00 (D 0 1F-- Cq (n LL_ 0 O0 C%4 0 -4 L0 Lli 0') 41 (6 a• U Lr) + 0 + u 0 0,0(0,6 z + 0(0 + (D TT_ L a. 00 �- - + ::) + 00 c6 + co Cc:)> + �2 + 00 (D LO (0 0--(0 ERDf)_ MEDI�N r-) + z .6 r.0 _(0 < _j LLJ _j I I re) _j Y TC Q0 to 16 10 Lr. (C rr. Lo (Da- pr) < < �_ V) w 1 < F_ _j 0.200% L2 -0."50% -0.200 W .. L-Zj_o 0 _j Lij 0.4L0% 730 V) __O-1327 V) LLJ o.A10% 0 STREET CONSTRUCTION NOTES ).500% PROP. MEDIAN EXI.')TIN('-',' FINISH IULN PO I IUAL NTS IDENTICAL '7S U-) + 1 CONSTRUCT CALTRANS STD. A87 CURB & CUTTER Q'I V Tn 1PR',A0E @_0L I I I POIN TYPE A2-200. lC�0.200% -0-420% 0.200% 0.2007. )7.,.-0.020% _o, 20w" -0.020% D.02C% -Q340 0 0.41 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA - --40-.0-3 STD. PLAN NO. 1015, SIDEWALKS. --d 0 - A�_ - I A4 CONSTRUCT REVISED COMMERCIAL DRIVEWAY PER CITY OF 0 ) (X o r 0 r C 0 0 C) 0 0 0 FONTANA STD. PLAN 1005A. REVISED PER PER DETAIL ON • o 0 Yo 0 o 1.6 Lr) N r- Ui i,.� C" 0 C3 00 L0 6 6 I 0 C5 F_ 0 C3 if) -4- 14- 0 4 n F- 0 0 I 0 0) 00 CY) F_ o SHEET 2. STREET LIGHT 22,000 LUMENS H.P.S.V. (BY S.C.E.). LO Y) (.Z)' P Kin C' LLI * 0 4- 0 (0 00 cr C 0 C-4 �0_ LO + (6 (0 0 C5 (.0 C14 0 pz: '0 Gf MD1 kj@ I CL Of m %-.J + wj + to (0 (0 (0 (0 - (0 (0 (.c (C rl_ (0 + + r- C� (0 i 0 r, 16 + C� Co 7 co (0 00 w 15 CONSTRUCT DRIVEWAY RAMP .0 0 110 n (0 l") (0 CD r" Ui 00 (0 co CID to 1`0 - CD to 17A @_ REMOVE EXISTING PAVEMENT. l-_ U) _j M D� < m 1-- _j 0 1-- Ljj U) __j Ld 0) V) LLI Lj F_ (n i L.Li F- (f) _j Lij F- V) U-1 _j _j U) < 01-- _j i < 1-- < I-_ . _j V) _j U-1 'a. F_ _j Cr j _j U) I 1_1 A-ONG -THE ��RE V) U-1 (1) Uj MV) _j U-1 _j W_ V) U-1 _j U-1 V) _j Uj V) Uj U) U-1 L) REMOVE STORM DRAIN PLUG. 12. D1 6m 111125m 12.016m T 31 SAW CUT EXISTING PAVEMENT. r3M ' 9.78'1 39. iz I- 1.88 pm [13.18'] 0 0 y _< F-<0 z Uj 6 N A I N C, TH F C t RT3 CONSTRUCT CURB TYPE Al -200 PER CALTRANS E-4 0 6 c' --tff uJ C -=.-- -­­ _­ - ____ - e Q STANDARD PLAN NO. A87. + r. LUO) if M Uj C Uj Uo (0 0 d EXIST SlY CONSTRUCT 250mm [10"] FULL DEPTH AC OVER IM IP 1p DR -12 Sm q'I y I V U -) C� 95% COMPACTED NATIVE SUBGRADE. < < C,- _j Uj T07) OF CiPRE3 TOP F GUR B + I w w qmi CONSTRUCT DRAINAGE INLET TYPE "OL" PER CALTRANS I zc_ STANDARD PLAN NO. D72; CURB OPENING "L" PER PLAN. 0.2021% ---- _-0.240% 0.100% 0.2057) (-0.205' (-0-2057 . 607) 1<- U _j. d (0 469%') (O.A427) @-CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER 0 0 U S=- 0.0021 CALTRANS STANDARD PLAN NO. D78. 59 CONSTRUCT CONCRETE COLLAR. 0 0 CF) 0 0 0) 00 0 C-) 0 1- Oil- C'4 0 0 0 "Z r_ r_1 EKISTING FIN SH GRADE U-10 wu) 00 r4(j LID 0 00 00 C 14 01-1 00 C� C3 It U) r )6 --CONSTRUCT 610mm [24"1 RCP STORM DRAIN LATERAL; m+ Iq G) + (C 00 0 + o- 0 L0 0 to + W -r 00 L6 SEE PROFILE FOR D LOAD. .4 10" LI 0 PC) - 5' LJ- if (C (C) _L r-. QC F- Lr) (0 in 6 + •�O T) LO 0 < -i SCALE 5 2. 010'7 _j . HORIZ. 1:500m Ld F- FT_ V) LL U) V) Lli L LJ (-)F- LLJ (f) j U) LLJ VERT. 1:50m 16+00 17+00 18+00 X a AC 1301 '0 LO �1 CITY OF FONTANA Loi X # Z X E '7A6_3 0 Ld z CL 7.1 C) < C, 1 0 m 0 C E 0 X 365,79 X bi z 366.23 L 00_0� 00 w - 0 Z C) < 6 J )' [�_ j n _4 C3 < z a r-) > 36.000m r X LO >- + X 366, 04. CO 366,19 X 367.25 1'0_ �i < rr- U i + Z: Mv. Ir -1 + 0 I�IFI 0 X 118.11 U-) L X 7�'l X X X X.367, X 367B5X w 16 NSE 54, r- < wz < C a z REES U_ 0 < V) 0 356,16 .3 6 6.() -7x 3 S A "Q� _'z ---TR A C T-�)[ L -e 1 366.22 X 'L.LJ 0 + 0) )6 365.65 _w X,366._f3 r I DIRT EXIST. R 2- C L ce < r) fC14 . . .... . Sw r 00 0 - 6 c-4 3EWI�92 FYIqT1I L___j I /H G -w- 00 36E �,.25m W 36,5,83 • Vt. ---------- W + X X + + ki 6,254m S C) 0 04 00 Lo 1.30M W E E I --- + U) 0 N Of + E + Cp 0 0 00 0 WITH CASING E E E + u') 0 00 C� rl;, ';� . CL t-'- E cq C'� 00 CD -po.- 00 0 A "B LO cq C� 0 U-) r_1 < 0 Lo CCC4) 0 n Lo u) 00 w 0 E LO 0 1.0 co L__j 1A LO It 17 20 0) ('� 0) 15+60 16+00 16+80 18-100 . 04 7 18+40 U) 16+4 0 C3 V). 0 E_4 17+60 V) E-4 N 89'24'05"E _U PrZI V) I E-4 E E iA m LO 0) (365.856)-,--/ V) -7 00 LO 0 EX. FS (ow 27 E -m E LO 18 �3132 35 D. E E B C I A 7 CO 0 0 E V) C,4 CO E I in 1 59 cq_ - 0 0 0 E 0 A -51m _W_-'� -4k-" - 6 _ _*. 0_48 Oj5ro _.LQ _Q_ --r-00 ia_ _w V) N 00 0 0 N 6 '4 Cq Csi 0 Lj 01)(9.1 E 06 (0 U-) Lo d FOOTHILL BLVD > > 76 1 0-4 -5-4! 00 (0 - e' < < z W------, G _36 �5 f, 5.- 5-7 0- X X w T I E S, I G N _j C _ - =_ U m -, '3 1 E SIGN 0 4= 0- 366 �;_IGNTU_ 11�1I CD r- I _j C) 0 ad .. 0 L01 < f 355,15 C� m 0 0 :D m C', I . . . _T T: od 0 0 NOTE: SEE SHEET 7A FOR STREET PAVEMENT, SAWCUTS AND REMOVALS. SEE SHEET 20 FOR INTERSECTION DETAILS CURVE DATA TABLE 0 A/BEARING R L T OA 180-00,00. 0.600m [1.97'] 1.885m [6.18'] 07-08'03" 96.500m [316.60'] 12.016m [39.42'] 6.016m [19.74'] N 82-16'02"E 12.125m [39.78'] N 82-15'52"E 12.124m [39.78'] EO N 00-36'05"W 16.002m [52.50'] LEGEND DRIVEWAY RAMP u .;r (0 LO 366.43 EN LZ V) 00• . ' 41, 1 -)IL)r-VV/ALr\ ') 0'U OMCD) Aj 0'm X c6 P, d 000 + C� L__j O + 65 C� cl� + C� 0 M 0) Z4 (N -3 Cb'� 00 C365 (D C)65�90 X 0 C14 'q- 00 0 00 LO coQ0 651111 Q� r, 0 L. + 0 W U_ U) 365�25 n + 0 0 Lo Ld 15: CO w U) X0 n �<_ 0 7 L_ 0 1 + + + 06 0 ro C14 0 0 L__j + Cn Q= o- 0- (6 < (D E (0 [n Ld w- 229-091- E CITY OF F PN,,4TANA L=3,OM + E c6 E n 0) ry 364,75 0 Ld 0 :D > ASPM 00 + 0 C14 u) Pf) X in 01 Lr) 0 V) LIQ < . . ......... E (0 + 0) z 0- + 0 (0 E 0 5.T2 X L0 0 0 V) L J 51 N 0 0 CITY OF FONTANA HOLDER OF AN EASE I I 0 00 0 if (�) -i EASEMENTI I i J II 229-091 8 FOR STREET, HIGHWAY & PUBLIC UTILITY 04 23a --a1 1 -J72 X 365,58 V) < 36.000m [118.11'] 365�26 PURPOSES PER DOCUMENT RECORDED 9.754m 10. Q58m 3-26-91 AS INST. #91-104166 - A" OUNTY OF 3: 229-T)91 -16 C@ 1 2 '5!00, T 340' [3� GRAPHIC SCALE 229-091 -17 COUNTY OF' Ts- -51, SAN BERNARDINO 65.0 15 X STATE OF CALIFORNIA HOLDER OF IN METERS 229-091--14 19STATE OF CALIFORNIA HOLDER OF AN SAN B E R N A R D I N O AN EASEMENT FOR STATE HIGHWAY 10 0 5 10 20 30 40 50 EASEMENT FOR STATE IIGHWAY PURPOSES U-) PURPOSES PER DOCUMENT RECORDED PER DOCUMENT RECORDED 2-18-30 IN 57< 2-18-30 IN BOOK 591 PAGE 166. BOOK 591 PAGE 166 I :500m NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. FOR REDUCED PLANS ORIGINAL o 20 40 so 80 FESS SCALE IS IN MILLIMETERS _j EA 317900 Underground Service Alert CITY OF FONTANA, CALIFORNIA FORE [711 RT w Call: TOLL FREE I ail re,n Inc. r PEIR F Hc SCALE- L-JLJ Pi A Civil Engineering - Planning - Sti m DRAAN BY rveying - Public Works No.26229 STREET & DRAIN. IMPROVEMENTS 1-800 2 .N. 420 Exchange, Suite 100 •Wine, CA 92602 714/665-4500 Exp.3/31/06 AS SHOWN DESIGNED BY FOOTHILL BOULEVARD - ROUTE 66 (5, 227-2VO® PREPARED UNDER THE SUPERVISION OF. CIVIL E.M.R. DATE: COO OF CALIF CHECKED BY STA 15+50 TO STA. 113+50 E.M.R. MAY 2005 TWO WORKING DAYS BEFORE YOU DIG ___ENGR'S_. DATE CITY 3�tv� JOB No. APPROVED DR. NO. SHT. NO. - REFERENCE PLANS REVISIONS APPROVAL DATE CITY ��N CURT HOGAN R.C.E. �NO. 26229 DATE 99089-1234 CITY ENGINEER RCE #51152 DATE 3624 7 OF 44 M "rpm -1 f