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HomeMy WebLinkAbout2504-21380 LEFT 1380 C. L. 11380 RIGHT U m as r` 1,77%---4 Al a T, .[M ! 1 ^m^1 11s1r% AV 9l!* i 1r'T ;q H I +V _ 0 V) r, (Ni 00 N 00 1380 LEFT 1 54.98' 19w� r , f . . w 40.00 V. C. QN U� mm X J __ PROPOSED TOP -OF -CURB AT 20° LEFT 67.54' 227 23 55.00' D_ 2, w 18 . PV t =1373. 97 0 � PVI= = 40, 00` V. C, 26 PVF = Ld w) 00 L =54. 9$' U �I w rom� + I 1380 70. 00` V. 0+. Pv I =1373. 21 c s 0 0 u J �-w 0 0OI + cc>, �I + n• C3 + 1373. 24 MI + a) An�� PVI =1374, 20 ca > > _ ,_. ---�-�-- - ---' .""'. 5uj U o r r J of z u > +U +'1+91.00~C\j) a) m ; > W � _jFw (000 - __.� w m O o O o W O 0 0 0 0 o o •n U 0U O a 0 J O J tt? J 0 o U ti W 00 r.. O + 0 © ori 1= O , ui �- CD 0 ria � U �= O wi 10 a a a ti i- ,n + r, O r' + cu + N N + c0 V + O + + + + + �- .-. N � N - N st N �-- + 0 0 ,/ Ow a0 O Go O Qs w O Of too .-• r M r ('} r- M •-st ' U , ,r U O in u O+ In C'� f� C) � J 0+86. 00 C/L PLUM OSE ST, +l � J ..- .r ^ Y' STA. 10+00. 00 C/L Q! r7 < U J V r7 n + 0 1— n rn' � STA. 10+43. 00 BCR < TER J • / • i < i �- "a �"' r-.4 s+ � - - - - - - - -- In X r` ^ N u+ °' 6 IT N o co O r �+„ in +-+ r' ,+., tad �„� fn 00 .� + �.., n Oto U r'7 00 + 0. 98 d' �t rr! ..•- -" PROPOSED FINISHED SURFACE AT CAL 60. 00' 60. 00' � O. 00' 53. 00' �n 1 53. 00' I 60. 00� r .- r 0 73.58 TC 0 72. 91 FL N o 1 5 3 00 `---C/L X -GUTTER 72.64 FL °- cy 76. 81 TC 1 1 F- `- tri 13 14 75, 20 FL 89`58' 10" W 15' 75.67 FL 76, 14 FL 16 -•-•-•-•- - -�- - - N < r"i H r -.-.-. -,-. 73. 45 TC 72 78 FL 1"' .�- V) ". - F- r < � 7000' vc �N\ < r'�i i-- ' 4000` w '- Al a T, .[M ! 1 ^m^1 11s1r% AV 9l!* i 1r'T ;q H I +V _ 0 V) r, (Ni 00 N 00 1380 LEFT i 10+00 PROFILE SCALE VERT: l i n = 4 f t HORZ. 1 in - 40 ft W l-- > cn <c W Y W U Ir O F- J < _j 73. 81 TC m = 73. 14 FL WI U U 0l 0 co 2 O O! 0 0 0l + + 0. o � Z • 21 `t 72152 FL to U . 20 72. 16 FL ISI CURVE DATA: 71 81 FL N W i 71. 86 T Z) 71. 19 F 0 LrLJ l QI 2 w iw Y T_ w01 Edw 0 Ed J� = I --- 41 ' CURVE NUMBER DELTA RADIUS 190' 00' 00" 25. 00' 2�- 90° 00' 00" 35. 00' 7 v 137' 06' 46" 58.00' 8� 23° 33' 23" 62. 00' 10 04" 40' 46" 300. 00' 14 90' 00' 00" 43. 00' IIIIII;.:: 15 .__. 90° 00' 00" 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 1267.84 11+00 12+00 J tl.. 0-1 (Y U U W m ., co < 9 0 13+00 �mollfl 15+00 SEE SHEET NO. 6 30' I-1 . •1 + Ln Na 1 54.98' 19w� r , f . . w 40.00 V. C. QN U� mm X J • 21 67.54' 227 23 55.00' D_ 2, w 18 . PV t =1373. 97 0 � PVI= = 7 26 PVF = Ld w) 00 ~I _.. �-- -- - - - - --� �, _.,..�- U �I w rom� + I 1380 Ln CD� 0+. +l Ln. 0 0 u J �-w C)l u� 0017 0OI + cc>, �I + n• C3 + 1373. 24 MI + a) An�� 1373. 24 7 o ZW Nr. _ ,_. ---�-�-- - ---' .""'. 5uj C. L. o r r J of z m + U +U +'1+91.00~C\j) a) o ; > W � _jFw (000 - __.� 4-1t,91--18 ~ I +I O '_q7 O igq 0 J O J tt? J p J O 1 W 00 co O O + 0 © O , toJ TANGENT O� ul a, �' �J O "' STA. O . in _j 0 0 r J O tl! J too 19 in U C U O �rl-'� , V u � C'� f� C) � J 0+86. 00 C/L PLUM OSE ST, +l � J U ^ Y' STA. 10+00. 00 C/L Q! U U J V + r7 n + 0 n rn' � STA. 10+43. 00 BCR < t17 J o J + i 1010 r` ^ N u+ °' 6 IT N o co O r �+„ in +-+ r' ,+., tad �„� fn 00 .� + �.., n Oto U r'7 00 + N N d' �t rr! ..•- -" PROPOSED FINISHED SURFACE AT CAL 60. 00' 60. 00' � O. 00' 53. 00' �n 1 53. 00' I 60. 00� r .- r 0 73.58 TC 0 72. 91 FL N o 1 5 3 00 75. 87 TC 75. 47 FL °- 75.87 FL 76. 81 TC 1 1 F- `- 13 14 75, 20 FL 89`58' 10" W 15' 75.67 FL 76, 14 FL 16 -•-•-•-•- - -�- - - N < r"i H r -.-.-. -,-. 73. 45 TC 72 78 FL 1"' .�- V) ". - F- r < � N �N\ < r'�i i-- r+ 00 ' V) ��/� Wi V < . <+ i 0. < ' i 1__7 ... _ , ..... � in _- NATURAL GROUND AT 30' RIGHT v pg96 y _ in o o o _ - PROPOSED TOP -OF -CURB AT 18' RIGHT ,93 _j y_f-I , ' PV i -1374. 20 U � � � �' '� �-' � v -�- 1380 m W m _. v w + 40cwj + _ _ FIGHT m O .- r' N N .--• N ,--• a0 O � r .-.. - �- - - - - -- -- ,,,� „_. -. �. -- ___ �.. -- W 0 O in oci O in O O� OvJ ^ <m 0U- O`"' ,_,....-- __ 1, 10s ,N _^ <M _ oriui t, 0) + �n + o � + No V) 0 P)qr V) + o a r- � Im CFO 00rn a +in 0 Ln O to . r '- +- en " < „ in UI N < �" .-� to V)� O.9 c� r 1 90% i 10+00 PROFILE SCALE VERT: l i n = 4 f t HORZ. 1 in - 40 ft W l-- > cn <c W Y W U Ir O F- J < _j 73. 81 TC m = 73. 14 FL WI U U 0l 0 co 2 O O! 0 0 0l + + 0. o � Z • 21 `t 72152 FL to U . 20 72. 16 FL ISI CURVE DATA: 71 81 FL N W i 71. 86 T Z) 71. 19 F 0 LrLJ l QI 2 w iw Y T_ w01 Edw 0 Ed J� = I --- 41 ' CURVE NUMBER DELTA RADIUS 190' 00' 00" 25. 00' 2�- 90° 00' 00" 35. 00' 7 v 137' 06' 46" 58.00' 8� 23° 33' 23" 62. 00' 10 04" 40' 46" 300. 00' 14 90' 00' 00" 43. 00' IIIIII;.:: 15 .__. 90° 00' 00" 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 1267.84 11+00 12+00 J tl.. 0-1 (Y U U W m ., co < 9 0 13+00 �mollfl 15+00 SEE SHEET NO. 6 30' I-1 . •1 + Ln Na 1 54.98' 19w� IJ '147.67' QN U� mm X J WV) 21 67.54' 227 23 55.00' D_ 2, w 18 . ---18' !W259 0 � 001 7 26 V) Ld w) 00 ~I 0 0 covy U �I w rom� + I LO d Ln CD� 0+. +l Ln. 0 0 u J �-w C)l u� 0017 0OI + cc>, �I + n• C3 + 7 0 u MI + a) An�� O 7 a col ZW Nr. 7 5uj 7 o r r J of z + + U +U +'1+91.00~C\j) S, Q o 301 -3 � _jFw (000 4-1t,91--18 ~ I +I ' �,q '_q7 < igq ,9� SEE SHEET NO. 8 n 1 11 1 �Q 00 + 0 © Ljj ARC TANGENT ul a, �' 0 LENGTH "' STA. C/L BEAR REE ST. ~ 0 r STA. 15+03. 00 C L BEARTREE ST. Iz 19 a� + < o° 0- Q �' N� Q +� STA. 0+86. 00 C/L PLUM OSE ST, +l �' Z Y' STA. 10+00. 00 C/L ANDREA ST. F- ( r7 F- r� ~I N ( rn' STA. 10+43. 00 BCR < STA. 10+43. 0b ECR i no r. 6 52. 00' 60. 00' 60 00' 60. 00' 60. 00' � O. 00' 53. 00' �n 1 53. 00' I 60. 00� 0 ~ 0 73.58 TC 0 72. 91 FL N 1 5 3 o0 75. 87 TC 75. 47 FL 75.87 FL 76. 81 TC 1 1 13 14 75, 20 FL 89`58' 10" W 15' 75.67 FL 76, 14 FL 16 -•-•-•-•- - -�- - - -. -.-. -.-.-. -,-. 73. 45 TC 72 78 FL o .F...-. .-.-.-.-.-.-,-..-.-.-.N o� PROPOSED 8" SEWER - - g' 73. 15 TC - 0 Q 72. 48 FL o N 3 �3 F� l�� 4 76. 10 FS 3 8. 1 1__7 j 1j. 27 SIDEWALK 54.98' 35.00' 138.80' '147.67' 93. 00' 73.82 TC 12.93' WV) 12.26' 67.54' 6 73. 15 FL1 86, 39' 55.00' STA. 12+34.00 BCR I STA. 20+41. 00 ECR J 001 STA. 24+45.18 BCR m Ld w) �l ~I STA. 16+45. 14 ECR 1 U �I w rom� + I U J 0 l� +) rte. w +l Ln. 0 0 u J �-w C)l u� 0017 0OI + cc>, �I + n• C3 + co~ MI + a) 121 O 7 + ,Tr ZW Nr. 7 � 7 7 r r J of z + 7 r a T- S, Q o 301 -3 � 4-1t,91--18 W V) Q V) _q_ ' �,q '_q7 < igq ,9� SEE SHEET NO. 8 I P 4- 1 11 1 �Q 00 0 Ljj ARC TANGENT ul 0 LENGTH LENGTH o Iz 0- j 1j. 27 25. 00 54.98' 35.00' 138.80' '147.67' 25.49' 12.93' 24. 50' 12.26' 67.54' 43.00' 86, 39' 55.00' 'I�Ta1I11_�i � Lc i�`IT1 I`I_4), ) ,_�L` :P jI 17+00 18+00 19+00 20+00 21+00 Z Q Co . 27 28 29 30 31 324 ��- w W P Q�v Co 00Q)� Q� rn J cj 7 7 n 7 7 7 7 + � � ` �� f__% P­ rY7 0 r 0 ¢ 0� tx G QI �� �� �� �� o� x r+ CL n+a + + c ~ 8 ' x� L U) L=42. 0p, 60. 00' 60. 00' 60. 00' in 60 00' 60. �00' 60. 00' 25. 98' c-, 7 0 asp 18 ` 19 20 81, 603 FL oa 36 17 0 82. 45 FS 00 82.07 FS 82.68 TC 14 'o 0 82. 01 FL r I� 15 cv •r io n oo e� a Engineer Cl v`Y LLY No. REVISIONS Approval Dote: Approval Date: V NA 041) k/! o, DRAWN N J K rI O CHECKED BY BRH CIVIL ENGINEERING CONSULTANTS SCALE ENGINEERING - PLANNING - SURVEYING - CIVILCADD SOFTWARE SUPPORT JOB a965023 680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800 DATE JUNE 97 V) u Q 0 wl Z of LLJ ,1 8 37 Of 0l Qn V ' ZI-- 308 t----18' CONSTRUCTION NOTES: SEE SHEET N0. 3 1 CONSTRUCT 4" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7 ) 3- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101. 4 CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. 105. 0 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. CY CONSTRUCT P. C. C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. N0. 102 (W=16') . ��,CjrS%Iti`� 19 INSTALL STOP SIGN (R-1) . �� ��� 20 PAINT 12 WIDE WHITE STOP BAR. cti f�17�i'i�0i) J. 21 PAINT "STOP" LEGEND. �' CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 MODIFIED WIDTH = 8' 11S � ��� r , Ni). (;-337 WITH #4 BAR REINFORCING 12" 0. C. BOTH DIRECTIONS I N CROSS GUTTER ONLY. Al ok" 0/ �T CUIi CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 106, MODIFIED WIDTH = 81 , WITH #4 BAR REINFORCING 12" 0. C. BOTH DIRECTIONS I N CROSS GUTTER ONLY. �: sE CITY OF FONTANA CAL I BORN I A QR(3f ESSION t P" H I L., t < � F STREET PLAN -TRACT 14293 SCALE; w iIG LONNY L. r c> 3 x, YOUNG 401 00 7 No. C-043216 LO Y L. `Y� U 216 DATE ,� Exp. 3/31/00 BEARTREE STREET DATE. CIVIL DRW NO,JUNE 1997 o��P APPROVED: Gam'. Com/ �a/�T/�� OF CAL 1v . CITY ENGINEER RCE 25126 DATE 2504 SH. 2 OF 13 54.22 62.30 62.3 62.30 6 62.1 30' 62.30 62. 0 62.3 62. 0 62.30 62.30 61.72, 6 107.00 STA. 12+34.00 BCR I �� J 001 �l �� ) of �l ~I STA. 16+45. 14 ECR 1 U �I w rom� + I c°I +l +) rte. +I �. +l Ln. '+l ,n. +) �. 0OI + cc>, �I + n• C3 + + 00• MI + a) 121 7 7 7 7 7 7 7 7 7 7 7 7 w + O J Q V) _q_ ' �,q '_q7 ,_qn igq ,9� I P 4- 1 11 1 �Q io n oo e� a Engineer Cl v`Y LLY No. REVISIONS Approval Dote: Approval Date: V NA 041) k/! o, DRAWN N J K rI O CHECKED BY BRH CIVIL ENGINEERING CONSULTANTS SCALE ENGINEERING - PLANNING - SURVEYING - CIVILCADD SOFTWARE SUPPORT JOB a965023 680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800 DATE JUNE 97 V) u Q 0 wl Z of LLJ ,1 8 37 Of 0l Qn V ' ZI-- 308 t----18' CONSTRUCTION NOTES: SEE SHEET N0. 3 1 CONSTRUCT 4" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7 ) 3- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101. 4 CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. 105. 0 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. CY CONSTRUCT P. C. C. DRIVEWAY APPROACH PER CITY OF FONTANA STD. N0. 102 (W=16') . ��,CjrS%Iti`� 19 INSTALL STOP SIGN (R-1) . �� ��� 20 PAINT 12 WIDE WHITE STOP BAR. cti f�17�i'i�0i) J. 21 PAINT "STOP" LEGEND. �' CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 MODIFIED WIDTH = 8' 11S � ��� r , Ni). (;-337 WITH #4 BAR REINFORCING 12" 0. C. BOTH DIRECTIONS I N CROSS GUTTER ONLY. Al ok" 0/ �T CUIi CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 106, MODIFIED WIDTH = 81 , WITH #4 BAR REINFORCING 12" 0. C. BOTH DIRECTIONS I N CROSS GUTTER ONLY. �: sE CITY OF FONTANA CAL I BORN I A QR(3f ESSION t P" H I L., t < � F STREET PLAN -TRACT 14293 SCALE; w iIG LONNY L. r c> 3 x, YOUNG 401 00 7 No. C-043216 LO Y L. `Y� U 216 DATE ,� Exp. 3/31/00 BEARTREE STREET DATE. CIVIL DRW NO,JUNE 1997 o��P APPROVED: Gam'. Com/ �a/�T/�� OF CAL 1v . CITY ENGINEER RCE 25126 DATE 2504 SH. 2 OF 13