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R, Lo { �- j �^ IF • O U 2C%4 =)F 4 w -------------- --------- ------ ------------ 001' + C= �2 + co ILO i c5 C -i C%4 5 -:2 +(7� < TAN 114.12% --------------------------------------- ------------------- --------------------------------- ---- (----- ------ 44--t. - ------------ PROF -I E_o-=_PR0p_i_ NTE-RLIN --------------------------------------------------------------- --------------------------------- R-r'O.5OX TAN R=0.68% TAN 1.20% TAN R:: 1.20% loo tR 130 0 T GRADE TO DF AIN -j 100' VC PI=1291., 10 % cq c:l C�. 2 Ell NW� TURAL GROUND AT CENTERLIf co cli + Lo adv Qi TAN R=3. 7% TM 1.12 4_ i R=0. i I R=3 \,�. ( 16� 00 1300 GRADE TO DRAT -J 39.15 L=39;39 P OFIL E OF; PRQP. E ST F CURB coo-) c� �2 7: 0453 O.C. Ln F KT. OF locr ve + ROUND A'-' E. R/W c� + Caw> C'd L=45.45' C4 00 op .•- ---- �2 -1 -------- ------- (3---------- ------------------- --- - ----------- ------------ ------------------- ----------- -------- J ------------- :d m CU C,r C=)T p �l 04 100' C.30 Pl=13 01.1 - -------------------- --- - ---- ------------- L I a __4 R Lr AN -1.54% TAN 269% M 'p12. rn -TO DRAI I t2 11 ::;: �i TAN Ri ITER PO T. OF 1010' VC A P141291.46 I PROFILE SCALE 12+00 13+00 14'+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 VERT. 1 4' HORIZ: 1 40' r, INDIAN DRIVE I Lmoscwlw, Mo MILLER AVE. Iia SEE SHEET 5 PUBLIC UTILITY EASEMENT SEE SHEET 2 CONSTRUCTION NOTES: le 20' 1 2� -1 Q- CONSTRUCT 4-1/2' A.C. OVER 12' OF 95% COMPACTED NATIVE SOIL. (SEE GEN. NOTES NO. 31 32) 20' L 20'1 11 CONSTRUCT Els CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003. 47 13 14 15 16 17 18 m & CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105. (W=8') LLA C14 W C) ck� C CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 1006. CN CL i:4 -�i ": w !,� 06 ci 00 C3 CONSTRUCT 4* THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. NO. 1015. + + r,3 21 S + 0, @�-�CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1 CASE A AND DETAIL SHY. 7. 5 5 t2 'r + m @- ADJUST SEWER M.H. RIM TO FINISH GRADE PER CITY OF FONTANA STD. 109. LAJ 5 14 INSTALL 9500 LUMEN (H.P.S.Y.) ORNAMENTAL POLE STREET LIGHTS (100 WATTS 11D), 106.95.1 ON pq E 89.31' d_X PROP.R/W 51.97' 60.00' 60.00, 61.00' 6.22'--, 54.4-8# 'In 27 FEET LUMINAIRE HEIGHT PER CITY OF FONTANA STD. NO. 1016. C14 .O . . . . . . . . . . . . . . . . . . . . . . . . INSTALL 5800 LUMEN (H.P.S.Y.) ORNAMENTAL POLE STREET LIGHTS (70 WATTS 17), 27 FEET LUMINAIRE HEIGHT PER CITY OF FONTANA STD. NO. 1016. FUT. CURB/GUTTERR ISS. 3 14 7 - �/ 16 INSTALL STOP SIGN (R-1) PER CITY OF FONTANA STD. 139. C', 3 14 D A PAINT 12w WIDE WHITE STOP BAR PER CITY OF FONTANA STD. 140. W 103 NO'l 9'27"E PAINT 'STOP' LEGEND. 4 2 19 CONST. STD. BARRICADE PER CITY Of FONTANA STD. PLAN. 118. v J 17 z 3 4• �11IA5_ la � �i al Nd' I 92A FUT. CURB/GUTTER_\ -1 k 18 Ln > 00 W .... . .. . . . x FUT-VW 79i Lis F 00 R=O 468XI TA 71 0. 1011 ROU 107.06' PROP.R/ d 0 14 6 H 133.01' Q6) EX.R/W Ex. R/W (300.0) 48 12 I Y CURB CURVE DATA cl� cn -Cca tn "M + - A- + 2-1 IM 2rt I m + 00 cn 1n. ;z c> + ai. 12 Cw 17. 1 c� 2 pp 2 c4 MILLER AVE. NII ca INDIAN DRIVE + a- '�uj ft mu� ze ow m SEE SHEET 2 SEE SHEET 5 HEMLOU'00%'K AVEIN CURVE A RADIUS LENGTH TAN 10*28'31 300' 505' 27.50 O 94*24'23' 30' 49.43' 32.40 O 6'17'58' 280' 30,79' 15.41 O 10'28'31 320' 58.51' 29.33 OE 89*46'28' 25' 39.17' 24.90 0 90*13'32m 25' 39.37' 25.10 O 89*44'00* 2 39.15' 24.88 O 90'16'00` 25' 39.39' 25.12 _0 86'48'28" 30' 45.45' 28.37 SCALE- 1'=40' FIRM: ESS/ 0PRF-PARED BY Q�Of A REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Rrep lJr\der- plervisio CITY OF FONTANA, CALIFORNIA . e raab engineering, inc. R44 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDRESS: 310 S. MAPLE ST., STE. D Q1NO. 29616 DRAM BY- SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, CORONA, CA 92880 STREET PLAN -TRACT 16216 1 4V TELEPHONE: (9g" 272,1 72 FAX: (909) 272-0166 DIAL TWO WORKING THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO DESIGNED BY HEMLOCK AVENUE DATE: Exp. 3/31/03 4 BEFORE DAYS BEFOREFROM MILLER AV&. TO 660, 8/0 MILLER AVE. 15 JAN 2002 29616 ol Vi YOU IG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date CHECKED 8 AP?RQ\/ForBY- " I DRAWING NO.: V TOLL F EE SIGNATURE RCE DATE 11., OF CA \0 A PUBLIC SERVICE SY UNDERGROUND1-800-227-2600 SERVICE ALERT STANDARDS IN EFFECT. •3244 CIT f ENGINEER R.C.E. 51152 DATE: z 0 n 10 90 40 80 120 SCALE- 1'=40' FIRM: ESS/ 0PRF-PARED BY Q�Of A REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Rrep lJr\der- plervisio CITY OF FONTANA, CALIFORNIA . e raab engineering, inc. R44 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDRESS: 310 S. MAPLE ST., STE. D Q1NO. 29616 DRAM BY- SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, CORONA, CA 92880 STREET PLAN -TRACT 16216 1 4V TELEPHONE: (9g" 272,1 72 FAX: (909) 272-0166 DIAL TWO WORKING THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO DESIGNED BY HEMLOCK AVENUE DATE: Exp. 3/31/03 4 BEFORE DAYS BEFOREFROM MILLER AV&. TO 660, 8/0 MILLER AVE. 15 JAN 2002 29616 ol Vi YOU IG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date CHECKED 8 AP?RQ\/ForBY- " I DRAWING NO.: V TOLL F EE SIGNATURE RCE DATE 11., OF CA \0 A PUBLIC SERVICE SY UNDERGROUND1-800-227-2600 SERVICE ALERT STANDARDS IN EFFECT. •3244 CIT f ENGINEER R.C.E. 51152 DATE: