HomeMy WebLinkAbout4780-2Colo'
M
Uj
LO
U M
. r—
cn
NEXIST RO LE TC T
M t0
c0
!T - ------ FUTURE C.L.
R SIERRA AVENUE
60.00'
M MM
(55.00')R/W6o 3.50' 55 FUTURE 50.
00
00�� Q+
jc;0
N in
'(
25.5') II
32
m
GRAPHIC SCALE 1"=20'
0 20
Q
ROFILE 01 50' IRT
.60%
PROPOSED TC15091 RT
PROFILE SCALE
HORIZ.- 1" =20'
VERT. - 1" =2'
33
R/W
34
1-0-101
i
I 1 EXIST PP WITH STREET o / �O /
LIGHT NO. 1245103E o •�� �. /
L
N -�- r5G' S I ESA AVE -NU E i N
N00'00'09" E 2708.38' °O / 00 /
/ 32 � � � �'J SJ � �
q 141 .00' 33 q �, 34 /
'
\ `� P I STA 32+87.27 END \ I 227.38�,j
\ C D RT.\ � -13 ��j >Ln3
\ sd'O 68.26 FL, 68.93 TD 6� \ 64 1 69 Ui 1 ��O N o
STA 32+26.85 BEGS MEET C&G •� •S \ M
o EXIST AC DIKE I
o AC DIKE ® 36.08 RT, a/--//
(67.55)FL, (68.17)TD
'n � MEET EXISTING6 00 0 / p �
EXIST' CURB &GUTTERtL
\ 11 12 N ,� STA 33+68.10 END CURB O EXIST R/W
c0 •
3 �� AND GUTTER ® 50.00 RT, EXIST DRIVEWAY 1
p 1.23 14 s 69.57 FL, 70.24 TC �I
EXIST p 6 O 0 `L
- > LIGHT POLE p 10 160% ],`S0 4 2 1° N
- 7r
-692 L - tsD
/ 7EXIST R/W 2 7 1 G `r? \ - 35.0 \ 7
ai
OZ Z �� Ui TYP I
Y GO �G
R/W 5
C7 06 z
rn PL 06\ 4 I S��L co 0 0� J PL A.P.N. -
P. N. r. C6 . P. . 0241 091 15
� A.P.N 0241-091-58 N II 0241 091-14 N � LO
+
+ M O)
COM ERCIAL (C3) M it t M M I COMME CIAL (C3) /
SINGLE FAMILY RESIDENCE p 24 Z _ II / cn ~ SINGLE FA ILY RESIDENCE /
I I I A. .N. 0 091 131
BENCHMARK:
THE ELEVATIONS SHOWN HEREON ARE BASED ON THE BRASS
PLATE ON TOP OF THE CURB ON THE SW CORNER OF SIERRA
AVE. AND MILLER AVE. ID# 262. ELEVATION=1363.44 FEET
BASIS OF BEARINGS:
THE CENTERLINE OF SIERRA AVENUE PER TRACT 14066, M.B. 224/35-36
BEING NO'900'09" E
0 0
LO
AAAAAAAAAAAAA
DI'i��r� SLE i T
TOIL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
j& RF-cbi-Z �t�W�HGs
REV. REVISION DESCRIPTION
NOTE
SHOULD CONSTRUCTION OF THE 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 STANDARDS
IN EFFECT.
_I_ (25.51)
60.00'
50.00' 6.50' 13.
I
27.1 VAR. I VAR. `-
2.2% - 2.7% 1.790 - 2.67,
G�9
EXISTING AC PAV'T O
FUTURE IMPROVEMENTS
TYPICAL SECTION
NOT TO SCALE
EXISTING PAVEMENT----"
AC GRINDING DETAIL
NOT TO SCALE
JOIN PROPOSED PAVEMENT SECTION
TO EXISTING PAVEMENT
CONSTRUCTION NOTES:
Oi SAWCUT & REMOVE EXISTING AC PAVEMENT.
(DCONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000.
O PLACE 6 1/27 MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE.
O CONSTRUCT 3.00' W. X 0.33' H. UNDERSIDEWALK DRAIN W/ INLET TYPE 1 PER
A.P.W.A. STANDARD PLAN 151-1.
O CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. DWG. NO. 1001.
Os PLACE 8" AC DIKE PER CITY OF FONTANA STD. DWG. NO. 1007.
(DCONSTRUCT 6' SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1006.
ONot used
O FOLLOWING THE PLACEMANT OF AC PAVEMENT PER CONSTRUCTION
NOTE 3, BACKFILL AREA BETWEEN CURB & DIKE WITH 6" CLEAN SAND
AND 2" AC CAP PER DETAIL ON SHEETS 1 AND 2.
�o REMOVE AND DISPOSE OF EXISTING TREE.
> > RELOCATE EXISTING WATER METER.
12 REMOVE AND DISPOSE OF EXISTING AC DIKE AND AC PAVEMENT.
13 GRIND EXISTING PAVEMENT 0.10' DEEP , 5' W.(MIN) AND OVERLAY WITH AC
PAVEMENT PER DETAIL ON SHEETS 1 AND 2.
14 CONSTRUCT STREET LIGHT PER CITY OF FONTANA STD. NO. 404.
PREPARED UNDER THE SUPERVISION OF :
AC =ASPHALT
INLAND ENGINEERS
BEG =BEGIN
Bt
ASSOCIATES
DRAWN BY:
P.O. BOX 5485
WCH
DESIGNED BY:
REDLANDS, CA 92517
(951) 907-9786
WCH
CHECKED BY:,___
"1 `%k t j
MOHAMMAD SIDDIQUI DATE:
MSS
EXIST
=EXISTING
FG =FINISH
GRAGE
FL =FLOW
LINE
FS =
FINISH SURFACE
MIN =MINIMUM
P.P. =POWER
POLE
RT =RIGHT
STA =STATION
S/W
= SIDEWWALK
TC =TOP
OF CURB
TD =
TOP OF DIKE
TB =TOP
OF BERM
REMOVE EXIST AC PAVEMENT
D
PROPOSED AC PAVEMENT
GRIND
EXIST. AC SURFACING
L�
WM =WATER
METER
=TREE
00
= STREET LIGHT ON P.P.
i 0)
n
00
cn
32
m
GRAPHIC SCALE 1"=20'
0 20
Q
ROFILE 01 50' IRT
.60%
PROPOSED TC15091 RT
PROFILE SCALE
HORIZ.- 1" =20'
VERT. - 1" =2'
33
R/W
34
1-0-101
i
I 1 EXIST PP WITH STREET o / �O /
LIGHT NO. 1245103E o •�� �. /
L
N -�- r5G' S I ESA AVE -NU E i N
N00'00'09" E 2708.38' °O / 00 /
/ 32 � � � �'J SJ � �
q 141 .00' 33 q �, 34 /
'
\ `� P I STA 32+87.27 END \ I 227.38�,j
\ C D RT.\ � -13 ��j >Ln3
\ sd'O 68.26 FL, 68.93 TD 6� \ 64 1 69 Ui 1 ��O N o
STA 32+26.85 BEGS MEET C&G •� •S \ M
o EXIST AC DIKE I
o AC DIKE ® 36.08 RT, a/--//
(67.55)FL, (68.17)TD
'n � MEET EXISTING6 00 0 / p �
EXIST' CURB &GUTTERtL
\ 11 12 N ,� STA 33+68.10 END CURB O EXIST R/W
c0 •
3 �� AND GUTTER ® 50.00 RT, EXIST DRIVEWAY 1
p 1.23 14 s 69.57 FL, 70.24 TC �I
EXIST p 6 O 0 `L
- > LIGHT POLE p 10 160% ],`S0 4 2 1° N
- 7r
-692 L - tsD
/ 7EXIST R/W 2 7 1 G `r? \ - 35.0 \ 7
ai
OZ Z �� Ui TYP I
Y GO �G
R/W 5
C7 06 z
rn PL 06\ 4 I S��L co 0 0� J PL A.P.N. -
P. N. r. C6 . P. . 0241 091 15
� A.P.N 0241-091-58 N II 0241 091-14 N � LO
+
+ M O)
COM ERCIAL (C3) M it t M M I COMME CIAL (C3) /
SINGLE FAMILY RESIDENCE p 24 Z _ II / cn ~ SINGLE FA ILY RESIDENCE /
I I I A. .N. 0 091 131
BENCHMARK:
THE ELEVATIONS SHOWN HEREON ARE BASED ON THE BRASS
PLATE ON TOP OF THE CURB ON THE SW CORNER OF SIERRA
AVE. AND MILLER AVE. ID# 262. ELEVATION=1363.44 FEET
BASIS OF BEARINGS:
THE CENTERLINE OF SIERRA AVENUE PER TRACT 14066, M.B. 224/35-36
BEING NO'900'09" E
0 0
LO
AAAAAAAAAAAAA
DI'i��r� SLE i T
TOIL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
j& RF-cbi-Z �t�W�HGs
REV. REVISION DESCRIPTION
NOTE
SHOULD CONSTRUCTION OF THE 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 STANDARDS
IN EFFECT.
_I_ (25.51)
60.00'
50.00' 6.50' 13.
I
27.1 VAR. I VAR. `-
2.2% - 2.7% 1.790 - 2.67,
G�9
EXISTING AC PAV'T O
FUTURE IMPROVEMENTS
TYPICAL SECTION
NOT TO SCALE
EXISTING PAVEMENT----"
AC GRINDING DETAIL
NOT TO SCALE
JOIN PROPOSED PAVEMENT SECTION
TO EXISTING PAVEMENT
CONSTRUCTION NOTES:
Oi SAWCUT & REMOVE EXISTING AC PAVEMENT.
(DCONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000.
O PLACE 6 1/27 MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE.
O CONSTRUCT 3.00' W. X 0.33' H. UNDERSIDEWALK DRAIN W/ INLET TYPE 1 PER
A.P.W.A. STANDARD PLAN 151-1.
O CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. DWG. NO. 1001.
Os PLACE 8" AC DIKE PER CITY OF FONTANA STD. DWG. NO. 1007.
(DCONSTRUCT 6' SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1006.
ONot used
O FOLLOWING THE PLACEMANT OF AC PAVEMENT PER CONSTRUCTION
NOTE 3, BACKFILL AREA BETWEEN CURB & DIKE WITH 6" CLEAN SAND
AND 2" AC CAP PER DETAIL ON SHEETS 1 AND 2.
�o REMOVE AND DISPOSE OF EXISTING TREE.
> > RELOCATE EXISTING WATER METER.
12 REMOVE AND DISPOSE OF EXISTING AC DIKE AND AC PAVEMENT.
13 GRIND EXISTING PAVEMENT 0.10' DEEP , 5' W.(MIN) AND OVERLAY WITH AC
PAVEMENT PER DETAIL ON SHEETS 1 AND 2.
14 CONSTRUCT STREET LIGHT PER CITY OF FONTANA STD. NO. 404.
PREPARED UNDER THE SUPERVISION OF :
AC =ASPHALT
INLAND ENGINEERS
BEG =BEGIN
Bt
ASSOCIATES
DRAWN BY:
P.O. BOX 5485
WCH
DESIGNED BY:
REDLANDS, CA 92517
(951) 907-9786
WCH
CHECKED BY:,___
"1 `%k t j
MOHAMMAD SIDDIQUI DATE:
MSS
VARIES I I
1.84% MIN 2.0%
2.37 MA)( � r _\ 2:1 MAX
SLOPE
f -
AC DIKE WITH SAND D ETAI L
NOT TO SCALE
LEGEND:
CITY 0 F FO NTANA9 CALIFORNIA
STREET IMPROVEMENT PLAN
7641 SIERRA AVENUE
C.U.P. NO. 06-029 A.S.P. NO. 06-036
PLAN & PROFILE
DMILS
CITY
4Y d '/G '
.C. E. 51152 DATE
SCALE: -
1 " =20'
DATE:
7/14/09
DRAWING NO.: 2
4780 3
AC =ASPHALT
CONCRETE
BEG =BEGIN
BK =BACK
BW =BACK
OF WALK
C&G
=CURB & GUTTER
C.L. =CENTER
UNE
EXIST
=EXISTING
FG =FINISH
GRAGE
FL =FLOW
LINE
FS =
FINISH SURFACE
MIN =MINIMUM
P.P. =POWER
POLE
RT =RIGHT
STA =STATION
S/W
= SIDEWWALK
TC =TOP
OF CURB
TD =
TOP OF DIKE
TB =TOP
OF BERM
REMOVE EXIST AC PAVEMENT
D
PROPOSED AC PAVEMENT
GRIND
EXIST. AC SURFACING
L�
WM =WATER
METER
=TREE
-_---�
= STREET LIGHT ON P.P.
CITY 0 F FO NTANA9 CALIFORNIA
STREET IMPROVEMENT PLAN
7641 SIERRA AVENUE
C.U.P. NO. 06-029 A.S.P. NO. 06-036
PLAN & PROFILE
DMILS
CITY
4Y d '/G '
.C. E. 51152 DATE
SCALE: -
1 " =20'
DATE:
7/14/09
DRAWING NO.: 2
4780 3