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HomeMy WebLinkAbout2504-5.tifVERT: 1" = 4' HORZ: 1 " = 40' STA. 10+00.00 C/L ANDREA ST. STA. 13+12.00 C/L FOXWORTH ST. BENCH (NARK: 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' SEE SHEET NO. 6 i 18'# -I -*-18' J i� Ln 4 1 5' rn o Do 12 r.� H 100. 00' v, C. L=39. 27P z 0 n + PVI =1360. 65 o QQ , C,? J p .- 0 + U +. CD f- Q 0 w o O NATURAL GROUND AT 30' LEFT y < 0 o o 0 U 00 4n F- r, ' - -` W 0 �_ t a (AN -- oc.s tt'! + + ) ®ca o� + • ) �� �� r• y .P� IV O u 40 M p,, v ? O < rn a `� F- •- r �""�rr M t- t 59 oo PROPOSED TOP -OF -CURB AT 1$ LEFT a r. +0o <e,__.� t+ 00 7-. �i _- V) 1 296 r- 11+00 . 0 1360 .. of- ,n + a, to !- � < m PROPOSED TOP -OF -CURB AT 18' RIGHT LEFT m 14+00 0i e 1370 N ,� <# in o G � ��t{ T. 221� e + 'zr0% !- _0, 62% y e C. L. ...to r t i in � t G t �,1,00% o 0 J inJ �- t a� in J 00 U + 6 to 40 < M q, t VI o+ eta Q + o 000 -�- O o N + qw N 1360 �- O ^ 00 In < 0 M . < .-- C. L. < to in 0% . ( L=39.27' i w t 0 t t cr a) a a - � < o ch + o Ln to 0 C6 06 06 to t t 1360 RIGHT'` -0-63% Q7 10+00 PROFILE SCALE VERT: 1" = 4' HORZ: 1 " = 40' STA. 10+00.00 C/L ANDREA ST. STA. 13+12.00 C/L FOXWORTH ST. BENCH (NARK: 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' SEE SHEET NO. 6 i 18'# -I -*-18' J i� Ln 4 1 5' rn o Do 12 r.� H 100. 00' v, C. PVI =1360. 85 z 0 n + PVI =1360. 65 o QQ , C,? J p .- 0 + U +. CD f- Q 0 w o O NATURAL GROUND AT 30' LEFT y < 0 o o 0 U 00 4n F- r, ' - -` 1- i�I 0 �_ N a (AN -- oc.s tt'! + + ) ®ca o� + • ) �� �� r• y .P� ow o O 0 _j-- (6 to < 40 M p,, ? O < rn a `� F- •- r �""�rr �- - - '" > co cn -` 59 58 PROPOSED TOP -OF -CURB AT 1$ LEFT w r. o . °' <e,__.� V t+ 00 7-. L) �: 0 + 0 " r-. d' m"_ ...�H r- 0 PVI =1360. 85 z 0 n 7 0� �. "' o QQ , C,? J p .- 0 + U +. CD f- Q 0 7 O M Q U 1- U 00 J ui V `�' � STA. 12+69. 00 ECR 100. 00' V. C. O U a (AN u oc.s in + PVI =1360. 62 M ®ca o� 60. 00' v tom' ~' + +0 ow o O 0 _j-- NATURAL GROUND AT CA ->Z- LL. < -- < �' }' O J o U ^ V ' ..• "� U! CD u (A x ,® .... x-� o to �. -- 1 •� I3 o a. tD < I- rin `A PROPOSED FINISHED SURFACE AT C 100-00 V. C. 7 9 68 67 66 PROPOSED 8" WATER MAIN -jccf L- mM 7 PVI =1360. 85 70.00' n 7 0� �. "' _j QQ , C,? J p Q 0 + U +. CD f- Q w 7 7 M Q RIGHT �' J ON + w O `�' � STA. 12+69. 00 ECR O O U + U) Ln oc.s + .- N -� to < ®ca o� 60. 00' v tom' ~' + +0 �' x xM'M p,r �"" 0 to �°� Q � j O ��; x to W OJ QCj .0 <rn 59 58 O 0 U w 1, 299 o . °' <e,__.� V t+ 00 7-. �i _- V) 1 296 + 11+00 . 0 - 7 9 68 67 66 PROPOSED 8" WATER MAIN -jccf L- mM 7 I J 70.00' n 7 0� �. "' _j QQ , C,? J p Q 0 + U +. CD f- Q 7 7 7 M NATURAL GROUND AT 30' RIGHT �' J ON + w 8" SEWER MAIN `�' � STA. 12+69. 00 ECR tn + + U) Ln 58. 15 TC 57. 48 FL + .- oo < ry t'7 - -� to < x 53. 00' 60. 00' 60. 00' 60. 00' U"� �' x xM'M p,r �"" co �°� Q � j O r7 N x to W OJ QCj ® F- r.. 00 59 58 O 0 U w 1, 299 o . °' �i � to t+ 00 7-. N 1 296 + F 1-• JU'rTER . 0 - .. of- ,n + a, �' to 0 !- � < m PROPOSED TOP -OF -CURB AT 18' RIGHT i-= 12+00 13+00 14+00 0i j- r, 7 9 68 67 66 PROPOSED 8" WATER MAIN -jccf L- mM 7 I J 70.00' n 7 0� �. "' _j �' b- U rI 0 + U +. CD f- Q 7 7 7 M CD� ~I ofI PROPOSED 8" SEWER MAIN `�' � STA. 12+69. 00 ECR +• ~I + + U) Ln 58. 15 TC 57. 48 FL WATER MAIN 57 I I 6 88 53. 00' 60. 00' 60. 00' 60. 00' 60. 00' O tnu co �°� Q � U- I J 70.00' n CU � ^ J _j �' b- U 00 a + ri. + tl1 I d' O F- Q. � la < 7 0i I00 U) Ln Ln WATER MAIN 57 I00 88 o Iz o LO + U SEE SHEET NO. 7 65 63. 46 FL 70.00' 70.00' 63. 97' 0 STA. 13+55.00 BCR _j 58. 70 TC 58. 03 FL U STA. 10+43.00 ECR W 00 + ri. + Ln 0I d' O F- Q. N +1 Ln < 7 0i w NT U) Ln 8" WATER MAIN 57 60 65 63. 46 FL 104, OU' V. C. PVI =1365. 62 70.00' 70.00' 107.89' 0 0 Ott ,�I 6 STA. 10+43.00 ECR PVI =1368. 85 + ri. + 64.49 TC 63.82 FL IT 00 if7 N +1 Ln < J 7 w NT PROPOSED 8" WATER MAIN 57 m 'I 60 88 + J o LO + U + m O tnu co �°� Q � j O r7 N x to W OJ QCj ul c, 00 59 58 O 0 U w O U 104, OU' V. C. PVI =1365. 62 100,004 V. C, > PVI =1365. 39 100. 00 V. c. o 100. 00' V. C. 0 0 Ott U QU �I"" PVI =1368. 85 + LENGTH + th Ln IT 00 if7 "I Ln < J w NT to O J w M 88 + J o 100,004 V. C, > PVI =1365. 39 100. 00 V. c. W 100. 00' V. C. OtJ ARC Ott o QU �I"" PVI =1368. 85 o LENGTH + �a J 1 if7 o -' u tD t ? J w NT O J w V" O 88 + J o 6 + m O tnu co �°� 0 j O r7 N x to W OJ QCj N� 00 � O O 0 U w O U o . °' �i � to t+ 00 7-. N 06 oo~' + 0� . 0 - 0 o ca of- ,n + a, �' to 0 !- � < m c.i i-= + r. �. o th + N P' '� 0i j- r, e 1370 N ,� <# in o G � ��t{ T. 221� e + in !- < �}�� to e C. L. ...to r M .-. in � + < fn �,1,00% �- Ln IV a� QD <m 0 i-- g- 40 < M VI - .•' -�- r. r QQ P 100,004 V. C, > PVI =1365. 39 100. 00 V. c. W OtJ ARC Ott o QU �I"" ui o LENGTH + �a J 1 if7 o -' + tD t ? J w NT O J tj V" O 88 + J o 6 + m O tnu + �. �°� o j O r7 N x to W OJ QCj N� +N � O O 0 U 6 t- to r+ � � N r" N -~ 96 O N - Q+ U 100. 04' V. C. � a ~ `- .' V) e �►n N Qo '' � 1370 LEFT 1- P 100. 00' V. C. PVI =1368. 85 w 0 ov O . o u ai t= PVI =1365, 62 U o o o o 100. 00 V. c. W OtJ ARC Ott PV I= 1368. 62 QU �I"" to > LENGTH + o x J 1 if7 W 39. 27' tD t ? J w NT Q J O V' 88 Q O -� 00 7 12. 93' O J O_i o o + 43. 00' nQ �O F_ OJ QCj N� +N � O O 0 U 6 t- to r+ � � N O .- . -~ 96 O N - Q+ rn O� '-' to � ~ `- .' V) e �►n N Qo '' � < r' e 1370 N ,� <# . p ��t{ T. 221� e + in !- a �}�� to e C. L. 1- P 100. 00' V. C. PVI =1368. 85 w 0 ov O . o u ai t= PVI =1365, 62 U o o o o � ��" r r„ un s �0% WWII$] 64 63 7 N OI �I +• + STA. 13+97. 86 C/L ANDREA ST. STA. 10+00, 00 C/L BLUFFV I EW ST 60.00' 60.00' 4 I 63. 70 FL . 5 I � W I© P� I w .rte' Lo LL I00 Iz m 30' - I-�3o -- J-18: 84-fi SEE SHEET NO, 4 imili h"2 6' 7 41 4 10+43.00 BCR W OtJ ARC Ott C) QU �I"" to nch LENGTH + J 1 if7 25. 00' 39. 27' 25. 00' w NT 58. 00' 138. 80' N tD � 88 8 00 �, to 00 7 12. 93' O �I + 14 o moi- U + 43. 00' t� F_ 15 tL? 55, 00' � 55. 00' O 0 U 6 t- to r+ � � N O .- . < e/ 96 95 o� 00 < � / V) e ti Y C6 + {M v �+ Y 00 . oto < / ��t{ T. / x + !- a �}�� to ^ Y i � fn �,1,00% Ln IV 40 < M VI - .•' -�- r. r � ��" r r„ un s �0% WWII$] 64 63 7 N OI �I +• + STA. 13+97. 86 C/L ANDREA ST. STA. 10+00, 00 C/L BLUFFV I EW ST 60.00' 60.00' 4 I 63. 70 FL . 5 I � W I© P� I w .rte' Lo LL I00 Iz m 30' - I-�3o -- J-18: 84-fi SEE SHEET NO, 4 imili h"2 6' 7 41 4 WWI i op ii •i ii •i ii STA. 10+43.00 BCR CURVE ARC Ln C) �I �I WWI i op ii •i ii •i ii STA. 10+43.00 BCR CURVE ARC N 64.74 TC 64.07 FL of DELTA RADIUS LENGTH + J 1 if7 25. 00' 39. 27' 25. 00' w NT 58. 00' 138. 80' N tD � 88 8 00 �, to 00 7 12. 93' O �I + 14 90` 00' 00" moi- U 67. 54' 43. 00' C' F_ 15 90' 00' 00" 55, 00' O� 55. 00' 0 7 0 96 95 :Ah.`71�YDCa0010�Y�� w�051 w __j � J U to m C7 U co + N �. 84 Ln STA. 12+69. 00 ECR I 70.28 TC 69.61 FL 60. 00' 107.00' 5' 3 -N 00' O1 50_ .E - 17 69. 70 FS 60. 00' w LnI NI °�I Ln �• 7 7 Na. REVISIONS Engineer Approval Dote: Approval Dace: �V LLYY Q J1 ""."� Vii, _" P A I DRAWN �Y NJK o CHECKED BY BRH CIVIL ENGINEERING CONSULTANTS SALE ENGINEERING - PLANNING - SURVEYING - CIVILGADD SOFTWARE SUPPORT �D965023 680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 855-38010 DATE JUNE 97 1370 RIGHT SEE SHEET NO. 6 30!--'-30 18' -I --x-18' F- V) 0 00 Lnco 2 � z wl I 14 1 �I 7 1 / I 70. 05 FS / �- - X15 � z _ 8 L=46. 00' U F- N C m d- U 6 F- ad O M + O, h cn CONSTRUCTION NOTES: 1 CONSTRUCT 4" A. C. OVER 12" OF 95% COMPACTED NAT I VE SO I L. ( SEE GEN. NOTES NO. 6 & 7 ) 03 -- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101. 4 CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. '105. (D- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A. 6 CONSTRUCT 4" TH I CK P. C. C. S I DEWALK PER C I TY OF FONTANA STD. NO. 105A. 07 -- CONSTRUCT P. C. C. DR I VEWAY APPROACH PER C I TY OF FONTANA STD. NO. 102 ( W=16' } . CURVE DATA: STA. 17+86.00 C/L ANDREA ST. STA. 13+12.00 C/L FREEHARBOR ST. WE C I TY OF FONTANA CAL I FORN I A �o QRo��ssroy�< 3 LONNYL. rfi STREET PLAN -TRACT 14293 SCALE: 40' YOUNG No. C-043216 � ANDREA STREET Exp. 3/31/00 , DATE: CIVIL JUNE 1997 o� 1�APPROVED: Gc/. G� �d%iS��9� DRW, NO. cAL ���,,� CITY ENGINEER RCE 25126 DATE 2`JCJ4 SH, 5 OF 13 CURVE ARC TANGENT NUMBER DELTA RADIUS LENGTH LENGTH 1 90,00,00" 25. 00' 39. 27' 25. 00' 137'06'46" 0- 58. 00' 138. 80' 147. 67' 88 8 23*33'23" 62. 00' 25,49' 12. 93' 'N 14 90` 00' 00" 43. 00' 67. 54' 43. 00' C' 15 90' 00' 00" 55, 00' 86. 39' 55. 00' 0 0 rr 0 v 09 STA. 17+86.00 C/L ANDREA ST. STA. 13+12.00 C/L FREEHARBOR ST. WE C I TY OF FONTANA CAL I FORN I A �o QRo��ssroy�< 3 LONNYL. rfi STREET PLAN -TRACT 14293 SCALE: 40' YOUNG No. C-043216 � ANDREA STREET Exp. 3/31/00 , DATE: CIVIL JUNE 1997 o� 1�APPROVED: Gc/. G� �d%iS��9� DRW, NO. cAL ���,,� CITY ENGINEER RCE 25126 DATE 2`JCJ4 SH, 5 OF 13