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HomeMy WebLinkAbout2504-7.tif1360 LEFT 1360 C. Lr 40, 00' V. C. PVI =1355.56 1 016 L=39. 27' 80, 00' V. C. L=SS. 00` PVI =1381. 70 0 PROPOSED TOP -OF -CURB AT 18' LEFTm W n a Wo o �'w NATURAL GROUND AT 30' LEFT u u �00 0 WornQri� <M ra o C) 6-i o F.. O Q 00 00 ch 0iO o a"r O 00 00 O< 40 O O O 00 W< O to J i-=1� ,a t:H = M .- O 4 M H :-� H < �'? �" �''�00 m N '-' CO W 6 f= + a N .-. OW ,- M F- •-• 00 t- •- to W F- to +- " ~ MD �? CO M N O 6 .- `�* to H in i ' as a tm - .1 '" 1.84 oo Nin-in.�--� ~ 130 1380 -�~_- 130 .� _ _ v. _ w w _ ._w- _ _ _ <mm E- .-.-'- �" = 0. 6 LEFT E F T 3.83 PROPOSED TOP -OF -CURB AT 20' LEFT LEFT Or �Z 2:11 GRADED SLOPE NATURAL GROUND AT 30' LEFT F. L. X -GUTTER 80. 00' V. C. \ - I. 00% CROWN LINE PROPOSED F I N I SHED SURFACE AT C� HORZ: l in FV 1=>I :� u. > ARC TANGENT 36.96'- 6.96' -A/4 A/4 &/4 A/4 0/4 1 z > 25. 00' If W 40- 90' 02' 01" oU 0�-- ---_ J J GROUND AT CA m 34. 98' o J c 138. 80' 147, 67' vNATURAL t ow.+r - _ -{�-- � � IV 1— 0 wQO J O r 0 6 t r 6 ♦ w 00+' UvJ 55. 00' w F' Q O �-'_' f -L-.-?■ // O t 0 w nJ �o En o V o Jo�U or <Nr o c Ln + �CON ~ v a tn in w+ ^ +in OO+ i-- Wvv N v 1/n F! -oO °�', 1300 �- c,� LO ,d/4 a RIGHTol r + Go cm - L=39.27' in�+ ..,. to O 60. 00 V. C. OD ^ �r rr • �I l0rr .^ i M+ 0 In M '� tti i w < ^♦ Li vr~- JH a. (A �' Ln 0 f CL 1r 44% res s PVI =13$7. 02 I,�JS "�' Ca, 5 r- j r 00% ..._ r -- W I as o . a 0 � in u W o O U i!! �'! U `� `r �' U 00 0 Q W+m d d Q r)I- OU O O U . V tri 1-: O�- to + 40 n. cn < r� �-. In a Q �. O �-- , N 0 < f- .- - Y F- .- an L=39. 27' 80, 00' V. C. L=SS. 00` PVI =1381. 70 0 PROPOSED TOP -OF -CURB AT 18' LEFTm W n a Wo o �'w NATURAL GROUND AT 30' LEFT u u �00 0 WornQri� <M ra o C) 6-i o F.. O Q 00 00 ch 0iO o a"r O 00 00 O< 40 O O O 00 W< O to J i-=1� ,a t:H = M .- O 4 M H :-� H < �'? �" �''�00 m N '-' CO W 6 f= + a N .-. OW ,- M F- •-• 00 t- •- to W F- to +- " ~ MD �? CO M N O 6 .- `�* to H in i ' as a tm - .1 '" 1.84 oo Nin-in.�--� ~ 130 1380 -�~_- 130 .� _ _ v. _ w w _ ._w- _ _ _ <mm E- .-.-'- �" = 0. 6 LEFT E F T 3.83 PROPOSED TOP -OF -CURB AT 20' LEFT LEFT Or �Z 2:11 GRADED SLOPE NATURAL GROUND AT 30' LEFT F. L. X -GUTTER 80. 00' V. C. \ - I. 00% CROWN LINE PROPOSED F I N I SHED SURFACE AT C� HORZ: l in FV 1=>I :� u. > ARC TANGENT 36.96'- 6.96' -A/4 A/4 &/4 A/4 0/4 1 z > 25. 00' If W 40- 90' 02' 01" 14D J ---_ J J GROUND AT CA m 34. 98' o J c 138. 80' 147, 67' vNATURAL t ow.+r - _ -{�-- � � IV 1— 0 wQO J O r 0 6 t r 6 ♦ w 00+' UvJ 55. 00' w F' Q O �-'_' f -L-.-?■ // O t 0 w nJ �o En o V o Jo�U or <Nr o c Ln + �CON + v a tn in w+ ^ +in OO+ i-- Wvv N v 1/n F! -oO r- -36.96' Ld wto 01 M I- J to n W+ V in 0-- O . to amt - IS = - r J O NY +. r� IV r� O t CROWN LINE 138-80' HORZ: l in = 40 86. 39' ARC TANGENT 36.96'- 6.96' -A/4 A/4 &/4 A/4 0/4 1 90' 00' 00" 25. 00' If 25 49' 40- 90' 02' 01" 14D J J J J J m 34. 98' 7- 137' 06' 46" 58, 00' 138. 80' 147, 67' 8 coIn 62. 00' � � a 0 67. 54' �) W r oo 86. 39' 55. 00' w F' U 1 Ld r J O NY +. r� IV r� O t l i n 25. 49' 138-80' HORZ: l in = 40 2.60. ARC TANGENT NUMBER DELTA RADIUS LENGTH LENGTH 1 90' 00' 00" 25. 00' If 25 49' 40- 90' 02' 01" 35. 00' 55. 00' 35. 02' 5 80. 00' V. C. 54. 96' 34. 98' 7- 137' 06' 46" 58, 00' 138. 80' 147, 67' 8 23' 33' 23" 62. 00' PVI =1355. Of � u W 0 67. 54' �) W 90' 00' 00" oo 86. 39' 55. 00' w F' U 1 Ld 5 Icn �or U � v/4 v/4 0/4 °�', 1300 �- c,� c. ,d/4 v RIGHTol r + Go cm - __ in�+ ..,. YI O Min OD ^ �r rr • �I l0rr .^ i M+ M '� tti i w < ^♦ Li vr~- JH a. (A �' Ln 0 f CL 1r 44% res s I,�JS "�' Ca, 5 r- j r 00% ..._ r -- PROFILE SCALE VERT: l i n = 4 f t HORZ: l in = 40 ft X00 56.28 TC 55.61 FL STA. 10+77.96 BC MATCH LINE 10+62; 7 PRC 56. 02 TC 55. 35 FL 6 j N 7 10+00 SEE SHEET NO. 8 PLUMROSE ST. 18%4-18'. Lu B lLn 0 to o z 55. 11+00 J U 0) in 0 W . Z`ai-+0 •- r- 0i Q Ua ioow°oa o vno + O O 1 m V- U qr N Z• -Z •" 0 w _ CD 00 00 00 +.W +WSMth Oa <Zp ~ `M4ViN<cl w co cn t- .-• i� ~ '" r �. ftii I 1..3.60.. 13.80 _ _ � _ _ _ _ _ _ _. -_ _ _ _ _13.8.0.. R r in V + iL _ w� .•-. �^^` �� �'� �� C.L. V s �+� �'r -• 1 r y�. - " % C • L. - - - �, _ _ C. L `} 2• PROPOSED FINISHED ..PR r•Pf -~ �" - �.. /►p SLOPE -2, 3, ��' '"�' .� r NATURAL GROUND AT CA SURFACE' AT CA .^ ' 4..c 1 GRADED ..SLOPE. .ew "�`. +�`.. 'G r.... �.... -..i -.._. ..• �, ..'0.,..63 ... . L.=54..._96 $0. 00 V. C. = 1, 00% L=39. 27' PVI =1380. 70 > PROPOSED TOP -OF -CURB AT 1$ RIGHT ; W 0 W U o 0 ti Q 6 O Ca+n0 � � NATURAL GROUND AT 30' _R_I GHT c Q r O O CV F= tl� F- N d U ry~� v� 00 m d+ 0 00 o �n Y� m � 0:0 L/ f + , S �dmk 40 00 0Li 00 �l `/ 0 ` .o ice/ s Ln � r + oo � ! r.. 00 N � rrn .- W H P Q ,- H J in �� 1360 :1380-111111-- 1380 �� �. �..-- RIGHT RIGHT 0� -�� 7 RIGHT i5l 00 y► n S 1. 009b _ -- -- -- -- -- -- ` 2: 1 GRADED SLOPE .000 PROPOSED TOP -OF -CURB AT 20 RICHT 3'O NATURAL GROUND AT 30' RIGHT 12+00 13+00 14+00 15+00 10+00 11+00 12+00 13+00 oU'i `O PROPOSED 8" WATER MAIN d' U +� 0 T- L.0 L6 l 1 �LO STA, 10+43.00 ECR MATCH LINE 155.93 TC 55.26 FL CATCH BASIN & LATERAL PER DWG. 505 \ 113.00' CATCH BASIN & LATERAL PER FONTANA DWG. 2505 CURVE DATA; W 00 CURVE 117 � r; ARC TANGENT NUMBER DELTA RADIUS LENGTH LENGTH 1 90' 00' 00" 25. 00' 39. 27' 25. 00' 40- 90' 02' 01" 35. 00' 55. 00' 35. 02' 5 89° 57' 59" 35. 00' 54. 96' 34. 98' 7- 137' 06' 46" 58, 00' 138. 80' 147, 67' 8 23' 33' 23" 62. 00' 25. 49' 12. 93' 14 90' 00' 00" 43. 00' 67. 54' 43. 00' 15 90' 00' 00" 55. 00' 86. 39' 55. 00' BENCH MARK: CITY OF FONTANA BENCHMARK NO. 378, CIRCUIT NO. 67-5, 30D NAIL IN POWER POLE (NO NUMBER), SOUTHWEST CORNER OF BEECH & FOOTHILL BLVD., DATE SEPTEMBER 1967. ELEVATION 1267. 841 C.�1LL: T � LL FLEE Rte. �2�2-�13i3 LAIR :.11111 KII_3 DAYS EEFOO RE `fUIJ DIC SEE SHEET NO. 5 ANDREA ST. U� mC) O c6 Ln vi +60U r. DO PROPOSED 8" WATER MAIN STA. 10+43.00 ECR 59. 15 TC 58. 48 FL C 115. 83' SIDEWALK DEWALK 077 r' 57.87 FL 3 _ N 89' 58' 10" W 57.64 FL 15 57, 76 FL 3 1+2 58.20 Fs 3 rn SIDEWALK Ln IE 0 X 0 Li- _j i J �- U Q 00 I)o Z + It0 M ¢ V) 382.89 6 STA. 13+12. 00 C/L FOXWORTH ST. 0O -o PROPOSED 8" SEWER MAIN STA. 10+00. 00 C/L ANDREA ST, 8 ss STA. 10+77.96 EC �I 1� 56.27 TC 55.60 FL STA. 10+00.00 C/L FOXWORTH ST. Y STA. 10+00.00 C/L PLUMROSE ST. LOT 734 1111111 ir 11111 59. 43 TC 58. 76 FL U W 00 �- 117 � r; ai pl 0 ¢ h/ -tom m 0 N F- 70 En �o6 w.. 1H Lo STA. 10+43. 00 BCRv' 59.00 TC 58. 33 FL \113.00'. I' SEE SHEET NO. 5 ANDREA ST. U� mC) O c6 Ln vi +60U r. DO PROPOSED 8" WATER MAIN STA. 10+43.00 ECR 59. 15 TC 58. 48 FL C 115. 83' SIDEWALK DEWALK 077 r' 57.87 FL 3 _ N 89' 58' 10" W 57.64 FL 15 57, 76 FL 3 1+2 58.20 Fs 3 rn SIDEWALK Ln IE 0 X 0 Li- _j i J �- U Q 00 I)o Z + It0 M ¢ V) 382.89 6 STA. 13+12. 00 C/L FOXWORTH ST. 0O -o PROPOSED 8" SEWER MAIN STA. 10+00. 00 C/L ANDREA ST, 8 ss STA. 10+77.96 EC �I 1� 56.27 TC 55.60 FL STA. 10+00.00 C/L FOXWORTH ST. Y STA. 10+00.00 C/L PLUMROSE ST. LOT 734 1111111 ir 11111 59. 43 TC 58. 76 FL 776 SEE SHEET NO. 3 30'x- --30' I ' U J U. eco NLn 1 O ai L L1 °o r, W I� 1 J 0 ►�, `L r I a' Qa Ln Q �l O �. UJ `L 1 C31 °° LO t¢ r', r- 1 J Icn I^ r. UJ l^� r; r` r` r, I Itno I SEE SHEET NO. 3 CONSTRUCTION NOTES: 1 CONSTRUCT 4" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7 ) 0- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101. 4 CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. 105. �5 -- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A. 6 CONSTRUCT 4" THICK P. C. C. SIDEWALK PER CITY OF FONTANA STD. NO. 105A. �7- CONSTRUCT P. C. C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102 (W=16' ) , 8 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. NO. 118. /,� 4 19 INSTALL STOP SIGN (R-1) . U 20 PAINT 12" WIDE WHITE STOP BAR. 0 -PAINT "STOP" LEGEND. 23 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 8', WITH #4 BAR REINFORCING 12" 0. C. BOTH DIRECTIONS IN CROSS GUTTER ONLY. DESIGNED BY REVISIONS Engineer City LLY A rovol Dote: Aa ravol Dote: DRAWN BY ULP�JD r r", Z� m ­­­ ON arCHECKED BY ', isNY 216BRH 0. C O4 SCALE Aga A CIVIL ENGINEERING CONSULTANTSi E 4/-3 16 DATE ENGINEERING - PLANNING - SURVEYING - CIVILCADD SOFTWARE .SUPPORT 1108 No. 3 � <' OF 880 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800p I I I DATE -=y JUNE 97 UJ I I in 117 A 0:' Y pl 0 ¢ h/ -tom m 0 it Ql 0 ¢ z = w w.. 1H w cr 0:� ¢ LL. 0 LJJ a 1-1 0 I o 14- 0 00 STA. 15+46. 03 C/L BEECH ST. o 4 i- w w 0+ 1 o M ,~ r- 776 SEE SHEET NO. 3 30'x- --30' I ' U J U. eco NLn 1 O ai L L1 °o r, W I� 1 J 0 ►�, `L r I a' Qa Ln Q �l O �. UJ `L 1 C31 °° LO t¢ r', r- 1 J Icn I^ r. UJ l^� r; r` r` r, I Itno I SEE SHEET NO. 3 CONSTRUCTION NOTES: 1 CONSTRUCT 4" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7 ) 0- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101. 4 CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. 105. �5 -- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A. 6 CONSTRUCT 4" THICK P. C. C. SIDEWALK PER CITY OF FONTANA STD. NO. 105A. �7- CONSTRUCT P. C. C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102 (W=16' ) , 8 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. NO. 118. /,� 4 19 INSTALL STOP SIGN (R-1) . U 20 PAINT 12" WIDE WHITE STOP BAR. 0 -PAINT "STOP" LEGEND. 23 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 8', WITH #4 BAR REINFORCING 12" 0. C. BOTH DIRECTIONS IN CROSS GUTTER ONLY. DESIGNED BY REVISIONS Engineer City LLY A rovol Dote: Aa ravol Dote: DRAWN BY ULP�JD r r", Z� m ­­­ ON arCHECKED BY ', isNY 216BRH 0. C O4 SCALE Aga A CIVIL ENGINEERING CONSULTANTSi E 4/-3 16 DATE ENGINEERING - PLANNING - SURVEYING - CIVILCADD SOFTWARE .SUPPORT 1108 No. 3 � <' OF 880 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800p I I I DATE -=y JUNE 97 UJ I I NLn 117 A 776 SEE SHEET NO. 3 30'x- --30' I ' U J U. eco NLn 1 O ai L L1 °o r, W I� 1 J 0 ►�, `L r I a' Qa Ln Q �l O �. UJ `L 1 C31 °° LO t¢ r', r- 1 J Icn I^ r. UJ l^� r; r` r` r, I Itno I SEE SHEET NO. 3 CONSTRUCTION NOTES: 1 CONSTRUCT 4" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7 ) 0- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101. 4 CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. 105. �5 -- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A. 6 CONSTRUCT 4" THICK P. C. C. SIDEWALK PER CITY OF FONTANA STD. NO. 105A. �7- CONSTRUCT P. C. C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102 (W=16' ) , 8 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. NO. 118. /,� 4 19 INSTALL STOP SIGN (R-1) . U 20 PAINT 12" WIDE WHITE STOP BAR. 0 -PAINT "STOP" LEGEND. 23 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 8', WITH #4 BAR REINFORCING 12" 0. C. BOTH DIRECTIONS IN CROSS GUTTER ONLY. DESIGNED BY REVISIONS Engineer City LLY A rovol Dote: Aa ravol Dote: DRAWN BY ULP�JD r r", Z� m ­­­ ON arCHECKED BY ', isNY 216BRH 0. C O4 SCALE Aga A CIVIL ENGINEERING CONSULTANTSi E 4/-3 16 DATE ENGINEERING - PLANNING - SURVEYING - CIVILCADD SOFTWARE .SUPPORT 1108 No. 3 � <' OF 880 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800p I I I DATE -=y JUNE 97 UJ I I NLn 00 °O A pl h/ -tom �. Ql 0 Z. 1H Ld I 79. 94 FL LJJ a I� H .-- 81 I o STA. 12+00.27 C/L FREEHARBOR ST. STA. 15+46. 03 C/L BEECH ST. - . 79. 57 FL i- w w 20 1 12 w 79. 21 FL U 1 Ld 5 Icn u %r ORWOO J. OGf KING{ v2 No. C-33786 Exp.4G6(t_ & C1VIL Q QROVF-S 10Af LONNY L. YOUNG w No. C-043216 * Exp. 3/31/00 CIVIL R� �9rF 0I' CALIV � P CITY OF FONTANA, CALIFORNIA STREET PLAN -TRACT 14293 SC'LE:_ 40' FOXWORTH STREET & FREEHARBOR STREET DATE: APPROVED: - i��G/. G✓.�LeP.� �d�S/97 DRW. NO. JUNE 1997 rte„ CITY ENGINEER RCE 25126 DATE 2504 SH. 7 OF 13