HomeMy WebLinkAbout3543-4PORTION OF
50.00' VC
PI=1434.53
1440 RT
1
PROPOSED TOP OF-\
-
CURB 0 18' LEFT
L = 36.09'
50.00' TAN
L = 164.10'
00
PORTION OF
VC 49.32'
15.00'
50.00' VC
PI = 1440.76
m
PI=1434.53
�. 30 29
17.73'
39.27'
- _ 1440 LT
L I?.C. -
uPO
m
r2 12
+
''
p
CN
n R04
'/c�iy.��`
/Y1 to
IL V
_
CO M r
00
n
M►
{
`.4
�- TAN=3.84%
50..00' VC
TAN=3.32%
PI=1434.50
!� ---*
1440 CL
N
c_:,
PORTION OF
50.00' VC
PI=1434.53
1440 RT
1
co
-
O
L = 36.09'
50.00' TAN
L = 164.10'
00
17.73' 50.00'
VC 49.32'
15.00'
`�
PI = 1440.76
m
x.82'
�. 30 29
17.73'
r' \-THAN=4.50%
TAN= -1.92%
PROPOSED TOP OF
CURB 0 18' RIGHT
--L-.
1+00
15+50.43 A
1433.72 FS ~
cn nn' wr,
YI=i444.fJ ;�
EXISTING TOP OF, zap
PORTION OF PORTION OF DIKE g i 8 LEFT > o � !
00 F,4
50.00' VC 50.00 VC o 00 � w- -
PI=1440.93 P,1=1440.57z U04
i
�= -�'" APPROXIMATE EXfSTIN�
EXISTING EDGE OF
GROUND 18 LEFT
CN
�2? PAVEMENT 0 16.5' LEFT
cs mac,, �,P �2 Ni -3 ;9 FUTURE EDGE OF � �
®' ®s + PAVEMENT 0 16.5' LEFT L=47.12' c� �- 04
U')C14 C>
KS _ -PROPOSED EDGE OF
50.00'VC � � ! - 'I F4_ 4 4 4ac .1TAN- PAVEMENT 0 16.5' LEFT PI=1445.06 ' 1440 LT .435 LT
_ I ,�, C !'' f
�' AN
Co
= 8.00% > EXISTING FINISHED SURFACE 0 CL ?
6� 2.00% s nco IDENTICAL POINT
N ti
50.00 �
VC _ -Y- c'
NF
PI= 1440.90 } Vol \-TAN=2.U4%•� \_.ExISTING FINISHED w PROPOSED TOP 01`7
--' APROXIMATE EXISTING GROUND CL
0.53% ^ - - - CURB 0 1$ LEFT
C-4 CN
u; . ��, Q, r -' SURFACE � CL r _ ! , �
+ n 2 D � ' RE FINISHED o �'
CA L=75.40_' VC C) 0
SURFACE CL ca �" + "' s A-
Q
1440 CL 1435 CL ,
50.00' VC o ' I-
CN •-
OPOSED FINISHED +
SURFACE ® OL
EXISTING TOP OF > � Cq -' IDENTICAL POINT Ui
PORTION OF PORTION OF DIKE 0 18' RIGHT -\ � � � � ��� � "- - �� j - '" "�
50.00' VC 50.00' VC o o ao �n + -� -` _-- '-
-� ® Nt
Pt=1440.93 PI=1440.57 PROPOSED FINISHED
t
' SURFACE @ CL
Q rn ' 0.50%
LO
i5 �,� o
53.89 =19.5 C3
nw CN
_' �' ' 3• -EXISTING EDGE OF TAN `=� ` +
C>� + -- % ' pl1 �- �-FUTURE EDGE OF PAVEMENT 16.5' RIGHT v v a CS � '-
+ dCN_ cis - 4 I M ao + ti as ca ,¢
PAVEMENT ® 16.5 I �c, n �, a, ac► K,
r*i__ __ :� 1b°b ,. o .. ' 1440 _
1440 RT 1435 RT
LO
TAN= PROPOSED EDGE OF m ,_ = + i F
' TAN= 8.00% PAVEMENT* 16.5' RIGHT �' '
2.00% �$�®� I DOCuMEN011 `� -' T,
E 50 IDENTICAL POINT
vt
0" re ared
r- --�' i 3% APPROXIMATE EXISTING
have been P P �-
g'�ra 'hese Record tWumeots ed b others. T1 ' .� PROPOSED TOP OF -J .'' GROUND 0 18' RIGHT
• anon provid y -- '' - �_ . . �------ -- _4 \--
r
based on inform the accuracy CURB 0 18' RIGHT s not verified 6 SS10n8 Iln t n Profe nd shad Lies g rmation a f this info SS O coin letene issiays-------oP m - --1- - - -- -
ndloaor _
for any r
t
aF not be responsible as a resin
rated herein � -- _ ; - - -- - ------t---�- - -�- _ - i ;--r__-1--; , �� +
Q . berwcorpo ; -
..�= hic y -
.. t
a - -
1
1. -- - - - - ; -
3, i
i)AT� ME
• i"_ V
2*00 3+00 4#00
SAWCUT AND REMOVE EXISTING AC PAVEMENT
REMOVE EXISTING AC DIKE
GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
CONSTRUCT 6° PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 (MODIFIED 8' WIDTH)
CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
CONSTRUCT DIRT SWALE
PROTECT IN PLACE
RELOCATE EXISTING STREET LIGHT WITHIN THE NEW PARKWAY
YOU DIG \ ! YUU Bib
TOLL FREE 1-500-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
q-C.Uerp-o tAZ4A.%41 A 4wj
D)swrED TMIGAr PL
POSTING 3" WATER
PER CITY DWG. NO. 2104
SHEET 4 OF 15
14 INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATTS; 7) ON 25 FT. MARBLELITE
POLE OR APPROVED EQUAL PER CITY STD. DWG. NO. 1016
15 PAINT 12" WHITE STRIPE LIMIT LINE PER CALTRANS TRAFFIC MANUAL FIGURE 6-33
16 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139
17 RECONSTRUCT EXISTING DRIVEWAY APPROACH
i 8 REMOVE EXISTING SIGN
19 REMOVE EXISTING CATCH BASIN AND MANHOLE
21 FILL EXISTING RCP W1 SAND
CONSTRUCT BRICK & MORTAR BULKHEAD AT THE END OF EXISTING RCP
23 RELOCATE EXISTING MAILBOXES WITHIN THE NEW PARKWAY
24 RELOCATE EXISTING TRAFFIC SIGN WITHIN THE NEW PARKWAY
25 RELOCATE EXISTING UTILITY MANHOLE WITHIN THE NEW PARKWAY
DATE I ENGR.I CITY I DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
11 ., `
•tit/ t!
III�__JJNE DATA ;
co
-
O
L = 36.09'
50.00' TAN
L = 164.10'
00
17.73' 50.00'
VC 49.32'
15.00'
`�
PI = 1440.76
x.82'
�. 30 29
17.73'
1-2
+
m
r2 12
PROPOSED 20'
''
6 6 4
n R04
UTILITY EASEMENT
+ dCN_ cis - 4 I M ao + ti as ca ,¢
PAVEMENT ® 16.5 I �c, n �, a, ac► K,
r*i__ __ :� 1b°b ,. o .. ' 1440 _
1440 RT 1435 RT
LO
TAN= PROPOSED EDGE OF m ,_ = + i F
' TAN= 8.00% PAVEMENT* 16.5' RIGHT �' '
2.00% �$�®� I DOCuMEN011 `� -' T,
E 50 IDENTICAL POINT
vt
0" re ared
r- --�' i 3% APPROXIMATE EXISTING
have been P P �-
g'�ra 'hese Record tWumeots ed b others. T1 ' .� PROPOSED TOP OF -J .'' GROUND 0 18' RIGHT
• anon provid y -- '' - �_ . . �------ -- _4 \--
r
based on inform the accuracy CURB 0 18' RIGHT s not verified 6 SS10n8 Iln t n Profe nd shad Lies g rmation a f this info SS O coin letene issiays-------oP m - --1- - - -- -
ndloaor _
for any r
t
aF not be responsible as a resin
rated herein � -- _ ; - - -- - ------t---�- - -�- _ - i ;--r__-1--; , �� +
Q . berwcorpo ; -
..�= hic y -
.. t
a - -
1
1. -- - - - - ; -
3, i
i)AT� ME
• i"_ V
2*00 3+00 4#00
SAWCUT AND REMOVE EXISTING AC PAVEMENT
REMOVE EXISTING AC DIKE
GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
CONSTRUCT 6° PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 (MODIFIED 8' WIDTH)
CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
CONSTRUCT DIRT SWALE
PROTECT IN PLACE
RELOCATE EXISTING STREET LIGHT WITHIN THE NEW PARKWAY
YOU DIG \ ! YUU Bib
TOLL FREE 1-500-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
q-C.Uerp-o tAZ4A.%41 A 4wj
D)swrED TMIGAr PL
POSTING 3" WATER
PER CITY DWG. NO. 2104
SHEET 4 OF 15
14 INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATTS; 7) ON 25 FT. MARBLELITE
POLE OR APPROVED EQUAL PER CITY STD. DWG. NO. 1016
15 PAINT 12" WHITE STRIPE LIMIT LINE PER CALTRANS TRAFFIC MANUAL FIGURE 6-33
16 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139
17 RECONSTRUCT EXISTING DRIVEWAY APPROACH
i 8 REMOVE EXISTING SIGN
19 REMOVE EXISTING CATCH BASIN AND MANHOLE
21 FILL EXISTING RCP W1 SAND
CONSTRUCT BRICK & MORTAR BULKHEAD AT THE END OF EXISTING RCP
23 RELOCATE EXISTING MAILBOXES WITHIN THE NEW PARKWAY
24 RELOCATE EXISTING TRAFFIC SIGN WITHIN THE NEW PARKWAY
25 RELOCATE EXISTING UTILITY MANHOLE WITHIN THE NEW PARKWAY
DATE I ENGR.I CITY I DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
11 ., `
•tit/ t!
III�__JJNE DATA ;
co
-
O
°°
"
10 PROPOSED R%W
00
``'
BY OTHERS
`�
+ A
31
�. 30 29
28
a0
+
m
.-
PROPOSED 20'
''
0.59%
.50
UTILITY EASEMENT
_
(46
M►
06
1440
LT
U --)r:
��er
+
Oj
^1*
�0
3
CIS
IQ
Lo
LO
UD
N
3
p
+
+`
"'i
+
E2
LO
+
'-
o�0
n1*
E2
6
9
00
-- -` `"
_
CL
CD
00
:='
-- '^ J" L = 36.09'
50.00'
TAN
L = i 64.10'
1f►�° .. - `� 1
17.73'
50.00' VC
49.32' 15.00'
"
PI = 1440.76
�
117.7.3
0
+ dCN_ cis - 4 I M ao + ti as ca ,¢
PAVEMENT ® 16.5 I �c, n �, a, ac► K,
r*i__ __ :� 1b°b ,. o .. ' 1440 _
1440 RT 1435 RT
LO
TAN= PROPOSED EDGE OF m ,_ = + i F
' TAN= 8.00% PAVEMENT* 16.5' RIGHT �' '
2.00% �$�®� I DOCuMEN011 `� -' T,
E 50 IDENTICAL POINT
vt
0" re ared
r- --�' i 3% APPROXIMATE EXISTING
have been P P �-
g'�ra 'hese Record tWumeots ed b others. T1 ' .� PROPOSED TOP OF -J .'' GROUND 0 18' RIGHT
• anon provid y -- '' - �_ . . �------ -- _4 \--
r
based on inform the accuracy CURB 0 18' RIGHT s not verified 6 SS10n8 Iln t n Profe nd shad Lies g rmation a f this info SS O coin letene issiays-------oP m - --1- - - -- -
ndloaor _
for any r
t
aF not be responsible as a resin
rated herein � -- _ ; - - -- - ------t---�- - -�- _ - i ;--r__-1--; , �� +
Q . berwcorpo ; -
..�= hic y -
.. t
a - -
1
1. -- - - - - ; -
3, i
i)AT� ME
• i"_ V
2*00 3+00 4#00
SAWCUT AND REMOVE EXISTING AC PAVEMENT
REMOVE EXISTING AC DIKE
GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 & 32)
CONSTRUCT 6° PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 (MODIFIED 8' WIDTH)
CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
CONSTRUCT DIRT SWALE
PROTECT IN PLACE
RELOCATE EXISTING STREET LIGHT WITHIN THE NEW PARKWAY
YOU DIG \ ! YUU Bib
TOLL FREE 1-500-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
q-C.Uerp-o tAZ4A.%41 A 4wj
D)swrED TMIGAr PL
POSTING 3" WATER
PER CITY DWG. NO. 2104
SHEET 4 OF 15
14 INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATTS; 7) ON 25 FT. MARBLELITE
POLE OR APPROVED EQUAL PER CITY STD. DWG. NO. 1016
15 PAINT 12" WHITE STRIPE LIMIT LINE PER CALTRANS TRAFFIC MANUAL FIGURE 6-33
16 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139
17 RECONSTRUCT EXISTING DRIVEWAY APPROACH
i 8 REMOVE EXISTING SIGN
19 REMOVE EXISTING CATCH BASIN AND MANHOLE
21 FILL EXISTING RCP W1 SAND
CONSTRUCT BRICK & MORTAR BULKHEAD AT THE END OF EXISTING RCP
23 RELOCATE EXISTING MAILBOXES WITHIN THE NEW PARKWAY
24 RELOCATE EXISTING TRAFFIC SIGN WITHIN THE NEW PARKWAY
25 RELOCATE EXISTING UTILITY MANHOLE WITHIN THE NEW PARKWAY
DATE I ENGR.I CITY I DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
11 ., `
•tit/ t!
III�__JJNE DATA ;
-
-
EMS
`'f 8" WATER
10 PROPOSED R%W
10#00 11+00 12+00 13+00 14+00 VERT:
ALLISON WAY
SEE SHEET 2
50'
1 32
PROPOSED 8" SEWER
TO ADJACENT TRACT
27 INSTALL RI "STOP" SIGN AND LEGEND PER CALTRANS TRAFFIC MANUAL
SECTION 4.03.6, FIGURE 6-33 & 6-36
28 CONSTRUCT JUNCTION STRUCTURE -PIPE TO PIPE CONNECTION PER APWA STD 332-1, CASE 1
SEE DETAILS ON SHEET 5
21`�9_�-- CONSTRUCT 24" RCP STORM DRAIN LATERAL, SEE PROFILE ON SHEET 5
BAMS OF BEARIN(S:
BEARING ARE BASED ON THE WEST LINE OF SOUTHEAST QUARTER OF
SECTION 36, TIN, R6W, S.B.M. AS SHOWN ON TRACT 16085-1,
M.B.282116-20, BEING: NOO'04'38"E
PREPARED FOR:
YOUNG HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CALIFORNIA, 91730
(909) 291-7600
FAX (909) 291-7630
BENCHMARK
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTHWEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01
JESSICA PLACE
SDw G
NO. 3 ?/&
PROPOSED AC PAVEMENT
F777 a GRIND AC PAVEMENT
AC PAVEMENT SAWCUT AND REMOVAL
Prepared By:
ALLAE.D ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana. California 92335
(909) 356-1815 Fax (909) 356-1795
_ (-z.-04
David S. Hammer; A.C.E. 43976 Date
(expires 6,'30,'2005)
"FESS /0 \�
1fq4,
Z DRAWN BY:
No. 43976 M AE
Lo
* Exp. 6,/30/05 * DESIGN DEWY:
y l V 1 G caCHECKED BY:
OF CAL � RJA
GRAPHIC SCALE
40 so
(N FIFT)
1 isd! _ 40
CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
TRACT NO. 16568 SCALE:
ALMERIA AVENUE & JESSICA PLACE AS NOTED
DATE:
STREET I ENT PLAN JUNE, 2004
PR D BY: DRAWING NO.:
CITY EN EER R.C.E. 51152 5
Filename: M:\dwq\15918\Fina1 Design\STREET\16568ST04.dw4
-
-
`'f 8" WATER
10 PROPOSED R%W
00
BY OTHERS
`�
+ A
31
�. 30 29
28
27�^
+
PROPOSED 20'
'� r
UTILITY EASEMENT
JESSICA PLACE
SDw G
NO. 3 ?/&
PROPOSED AC PAVEMENT
F777 a GRIND AC PAVEMENT
AC PAVEMENT SAWCUT AND REMOVAL
Prepared By:
ALLAE.D ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana. California 92335
(909) 356-1815 Fax (909) 356-1795
_ (-z.-04
David S. Hammer; A.C.E. 43976 Date
(expires 6,'30,'2005)
"FESS /0 \�
1fq4,
Z DRAWN BY:
No. 43976 M AE
Lo
* Exp. 6,/30/05 * DESIGN DEWY:
y l V 1 G caCHECKED BY:
OF CAL � RJA
GRAPHIC SCALE
40 so
(N FIFT)
1 isd! _ 40
CITY OF FONTANA, CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
TRACT NO. 16568 SCALE:
ALMERIA AVENUE & JESSICA PLACE AS NOTED
DATE:
STREET I ENT PLAN JUNE, 2004
PR D BY: DRAWING NO.:
CITY EN EER R.C.E. 51152 5
Filename: M:\dwq\15918\Fina1 Design\STREET\16568ST04.dw4