HomeMy WebLinkAbout2504-8.tif1360
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PROPOSED 8" SEWER VAIN
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
L=39- 27'
w
PROPOSED TOP -OF -CURB A T 18' LEF T o m
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SEE SHEET
NO. 7
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
L=39- 27'
w
PROPOSED TOP -OF -CURB A T 18' LEF T o m
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PVI =1357. 14 ,.� 'f
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13 0
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0 IDENTICAL to to-
POINTt 40 m ""
--
PROPOSED TOP -OF -CURB AT 18' RIGHT i / '' _ 1 i ,
-- ` X -40S11
ER
F
88
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11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
CURVE DATA: CONSTRUCTION NOTES:
CURVE ARC TANGENT
NUMBER DELTA RADIUS LENGTH LENGTH i CONSTRUCT 4" A. C. OVER 12" OF 95% COMPACTED NATIVE SOIL. ( SEE GEN. NOTES NO.6 & 7 )
0 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101.
1 90100,00" 25. 00' 39. 27' 25. 00' 4 CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. 105.
7�- 137' 06' 46" 58. 00' 138. 80' 147. 67' &- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A.
8 23' 33' 23" 62. 00' 25. 49' 12. 93' 6 CONSTRUCT 4" TH I CK P. C. C. S I DEWALK PER C I TY OF FONTANA STD. NO. 105A.
10 04' 40' 46" 300.00' 24. 50' 12. 26' 7 CONSTRUCT P. C. C. DR I VEWAY APPROACH PER C I TY OF FONTANA STD. NO. 102 ( W=16' } .
14 90° 00' 00" 43. 00' 67. 54' 43. 00' 24 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 106, MODIFIED WIDTH = 8' ,
15 90' 00' 00" 55. 00' 86. 39' 55. 00' WI TH #4 BAR RE I NFORC I NG 12" 0. C. BOTH D I RECT I ONS I N CROSS GUTTER ONLY.
SEE SHEET NO. 9
I PROPOSED 8" SEWER MAIN
3a" ---I--3 SEE SHEET N0. 2
18'_ 18' 6 9 7
2 3 _j _j 4 5
7 8
10 13 14 15 16
_j
W V- ti/ i , T � U_
M 0 w a
Z I STA. 17+86. 00 CA PLUMROSE ST. m
m o `t' o 7 STA. 10+00. 00 C/L FREEHARBOR ST. Za
LO O
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ca 0)I "' vl Z �, ~I 'i1 4I of �I +1 +I +I 41 'iI �I coI �I 41C.I F-
19
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cv v r ; oo ao STA. 11 +4$. 00 ECR
`V 157. 21 TC 56. 54 F 57. 44 TC 56.77 FL I �1 ~I I 6 ( I I I �"I ^ I �I �I 6 r'I N` 73.82 TC 73.1 FL 1 I W
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1 53. oo' I �W
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56.21 FL 4 56.32 FL
72. 21 FS
1l 12 13 14 15 16 17 18 19 W
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4
55.70 FS 56.05 FS 56.64 FS _ 3 N 00 01 50 E 66.33 FL 4 66.67 FL _ 24
1 _ oo � 67. O1 FL � 3 _ o0 73. 03 FS
0
STA. 12+11.50 C/L X GUTTER 72.64 FL
STA. 20+86. 00 C/L PLUMROSE ST.
53. 00' 60. a0' 60. 00' 60. 00' 6a. oo' 60. 00' 60. 00' 60. 00' 60. 00' 60. 00' 107, 00' 1 107. 00' 107. 00' STA. 11+91.00 C/L BEARTREE ST.
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67.52 TC 66.85 FL 68.02 TC 67.35 FL 73.45 TC 72.78 FL a PROPOSED 8" WATER MAIN
+I +I ¢ STA. 11+91.00 C/L CL I PTON ST. ' I
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SEE SHEET NO. 6
c� /)R,WOOOQD J. K NO
W /`'0
CC No. C-33736 }
Exp41WO-Z
VJLJ
�'� CIVIL
Ros s R
�#yV /8, A oG/
En Ineer CI t DESIGNED BY ra C I T Y O F FONTANA CAL I FORN I A
REVISIONS 9 y Approval Dote: Approval Dote: LLY,r ; 40FESs
_.. RA
D W
NJK
{? CHECKED BY �3-Vy
YLIUiV LONNY L. r SCALE
:. BRH 16 ,;, r w YOUNG STREET PLAN -TRACT 14293 1p = 40'
to V m No. C-043216 PLUMROSE STREET ,
CIVIL ENGINEERING CONSUL TANTS SCALE ON
�, - ` ��Ci,/4'12 16 DATE ,� Exp. 3/31/00 DATE,
ENGINEERING - PLANNING - SURVEYING - CIVILCADD SOFTWARE SUPPORT JO965023A, APPROVED: � s� CIVIL ZP DRW. N0. JUNE 1997
� 9r � �! �� <���� �9�
DATES �`_` F OF If
680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800 JUNE 97 "YyB SAL r__�" CITY ENGINEER RCE 25126 DATE 2504 SH. 8 OF 13
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7
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13 0
err' �` H i ~ " `• ~
_� � FLIGHT
0 IDENTICAL to to-
POINTt 40 m ""
--
PROPOSED TOP -OF -CURB AT 18' RIGHT i / '' _ 1 i ,
-- ` X -40S11
ER
F
88
, I
I I
J I
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
CURVE DATA: CONSTRUCTION NOTES:
CURVE ARC TANGENT
NUMBER DELTA RADIUS LENGTH LENGTH i CONSTRUCT 4" A. C. OVER 12" OF 95% COMPACTED NATIVE SOIL. ( SEE GEN. NOTES NO.6 & 7 )
0 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 101.
1 90100,00" 25. 00' 39. 27' 25. 00' 4 CONSTRUCT CROSS GUTTER PER CITY FOF FONTANA STD. NO. 105.
7�- 137' 06' 46" 58. 00' 138. 80' 147. 67' &- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A.
8 23' 33' 23" 62. 00' 25. 49' 12. 93' 6 CONSTRUCT 4" TH I CK P. C. C. S I DEWALK PER C I TY OF FONTANA STD. NO. 105A.
10 04' 40' 46" 300.00' 24. 50' 12. 26' 7 CONSTRUCT P. C. C. DR I VEWAY APPROACH PER C I TY OF FONTANA STD. NO. 102 ( W=16' } .
14 90° 00' 00" 43. 00' 67. 54' 43. 00' 24 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 106, MODIFIED WIDTH = 8' ,
15 90' 00' 00" 55. 00' 86. 39' 55. 00' WI TH #4 BAR RE I NFORC I NG 12" 0. C. BOTH D I RECT I ONS I N CROSS GUTTER ONLY.
SEE SHEET NO. 9
I PROPOSED 8" SEWER MAIN
3a" ---I--3 SEE SHEET N0. 2
18'_ 18' 6 9 7
2 3 _j _j 4 5
7 8
10 13 14 15 16
_j
W V- ti/ i , T � U_
M 0 w a
Z I STA. 17+86. 00 CA PLUMROSE ST. m
m o `t' o 7 STA. 10+00. 00 C/L FREEHARBOR ST. Za
LO O
Cj C ( -, ( f--
7� �'sn �� 7 7 7 7 7 7 7 7 7 7 7 7 7 =oma W
rn� I�I
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ca 0)I "' vl Z �, ~I 'i1 4I of �I +1 +I +I 41 'iI �I coI �I 41C.I F-
19
'- no STA. 11+48.00 ECR STA. 11+48.00 BCR + +• t. +, �. �, �, +
cv v r ; oo ao STA. 11 +4$. 00 ECR
`V 157. 21 TC 56. 54 F 57. 44 TC 56.77 FL I �1 ~I I 6 ( I I I �"I ^ I �I �I 6 r'I N` 73.82 TC 73.1 FL 1 I W
F-- (6
"' "' 51. 04' S 51. 00' 60. 00' 60. 00' 60. 00' 60. 00' 60. 00' 60. 00' 60. 00' 60. 00' 1 60. 00' 60. 00' 60. 00' 60, 00'
1 53. oo' I �W
Q 10
o tr
8 56-08 FL co 5' 3 67. 11 FS 5' `� co 5
56.21 FL 4 56.32 FL
72. 21 FS
1l 12 13 14 15 16 17 18 19 W
u, 20 m
4
55.70 FS 56.05 FS 56.64 FS _ 3 N 00 01 50 E 66.33 FL 4 66.67 FL _ 24
1 _ oo � 67. O1 FL � 3 _ o0 73. 03 FS
0
STA. 12+11.50 C/L X GUTTER 72.64 FL
STA. 20+86. 00 C/L PLUMROSE ST.
53. 00' 60. a0' 60. 00' 60. 00' 6a. oo' 60. 00' 60. 00' 60. 00' 60. 00' 60. 00' 107, 00' 1 107. 00' 107. 00' STA. 11+91.00 C/L BEARTREE ST.
Lj_1 �
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67.52 TC 66.85 FL 68.02 TC 67.35 FL 73.45 TC 72.78 FL a PROPOSED 8" WATER MAIN
+I +I ¢ STA. 11+91.00 C/L CL I PTON ST. ' I
o. + _
�Q� -� r`I �I �+' `^ �' �n v� I �� U� 5 LI
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co
T? Z ao 7 7 '_ m W I °�° '- Ln
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7, 2 0 7 3 7 4 7 5 z SEE SHEET N0. 2
n FU:15-
ry
'-*-.-,*.-30'
0
0 18'
Ck-
SEE SHEET NO. 6
c� /)R,WOOOQD J. K NO
W /`'0
CC No. C-33736 }
Exp41WO-Z
VJLJ
�'� CIVIL
Ros s R
�#yV /8, A oG/
En Ineer CI t DESIGNED BY ra C I T Y O F FONTANA CAL I FORN I A
REVISIONS 9 y Approval Dote: Approval Dote: LLY,r ; 40FESs
_.. RA
D W
NJK
{? CHECKED BY �3-Vy
YLIUiV LONNY L. r SCALE
:. BRH 16 ,;, r w YOUNG STREET PLAN -TRACT 14293 1p = 40'
to V m No. C-043216 PLUMROSE STREET ,
CIVIL ENGINEERING CONSUL TANTS SCALE ON
�, - ` ��Ci,/4'12 16 DATE ,� Exp. 3/31/00 DATE,
ENGINEERING - PLANNING - SURVEYING - CIVILCADD SOFTWARE SUPPORT JO965023A, APPROVED: � s� CIVIL ZP DRW. N0. JUNE 1997
� 9r � �! �� <���� �9�
DATES �`_` F OF If
680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800 JUNE 97 "YyB SAL r__�" CITY ENGINEER RCE 25126 DATE 2504 SH. 8 OF 13