HomeMy WebLinkAbout3063-15NOTE: THIS PORTION OF HEMLOCK AVE.
NOT
HEMLOCK TO
AVE. MPR VEMENRT UCTED AS SHOWNULL ON DWG. 1990
PER CITY DWG NO 1990
M
O
FUTURE CURB
AND GUTTER \
EXISTING R/W
,
12+00.00 END , '
AC PAVEMENT TAPER
`\• ` 1347.84 EP
11.5 LT. t
\ t
\ \
EP I
I I
IN, 4
11+19.99 `
END STREET IMPROVEMENTS \ ! 39'
BEGIN AC TAPER TO EXISTING
EDGE OF PAVEMENT LEFF
EXISTING LATERAL "A-2"
10+88.56 BCR
1346.26 TC
a
1
11+19.99
-- k
11+03.99 'r"� _ •ted' ��
CL CB NO. 31
IL -----r
,II
10+93.99
r - - •�Q
.0
CB NO.3
LOCAL DEPRESSION DETAIL
VILLAGE PKWY STA 11+03.56
NTS
WLUCE PKVN.
PER CITY DWG N0. 1508
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
WATER CO.
IN PLACE
LU
;C LM I ING KI W' t
0+82.73 BCR -BEGIN A.C. TAPER
1344.64 TC
1.
I 11+00.00 BEGIN A.C. REMOVAL
AND REPLACEMENT
�EXI8TING E -P- --/
i<P'rignNr, R /w
,s ,6
FUTURE
�i3a5��
9'
I �r
�-FUTURE CURB AND GUTTER
--PER -TTM l 6403
I `\
p
�2,13FA
12+40.00
END / APER LEGBD:
11 +07.59 CL
EXIST. CB
W J I
10+94.59
' \ t
10+89.09
1,5�h• � G�t I •
�ce�`�� EISTING E�P-
tt
CB NO.2
LOCAL DEPRESSION DETAIL
9.01 LT
INDICATES PROPOSED A.C. PAVEMENT
\
5 y`6'
It EXISTIA RI\W
I 1 \
+ 1 r
1 t
4+80.51 /
BEGIN AC AA
(1360.98 EP)l
4+6.51
CL EXISTING
4+49.51 BCR
JOIN EXISTING
FURB AND GUTTER
-1360.90 TC)
130+9(1.6\E
WN
DRA WF CGR
INDICATES
rtEmwc wSinvG A.C. rnvEmuvi
INDICATES
C:
W
CENTERLINE
Q�
RIGHT-OF-WAY LINE
Z
EXISTING IMPROVEMENTS
---(1300}- INDICATES
EXISTING CONTOUR LINE
0-❑ INDICATES
STREET LIGHT
0--Q INDICATES
STREET LIGHT ON TRAFFIC SIGNAL
INDICATES
--
[n
m
a
C0
%
cin'
DQUING-- I f W
U
C0
O
QCCnu A ►iC
PER CITY DWG. NO. 2875
ji 1 7+62 1
IAC PAVEMENT TAPER
1365.19 EP
2' 24.6' R
' EXIST. 36" S.D. PER
DWG. NO. 2771
EXISTING R/W
l
l EP �, / \�
N
I � 1
►c' I� 1 1 1
I
! I
I
! 20:1 TAPER \ \
t\
I 1 r \
I � i
� t I
jtt t, i
t \ EXIST. 36"-.5D. PER
;'RWG. d7"0. 2771
1
' FUTURF -BUS BAY
I �
REMOVE TING,A. C. PAVEMENT
AND BER AS REQUIRED AT EXISTING
CATCH BA INS.
\
4+81.83
BEGIN AC PAVEMENT TAPER
(1360.7 EP)
4+65
i
CL ISTING Q
4+50.70 ECR
JOIN ISTING
(URS AND GUTTER
1360.97 TC)
132+0.t BCR
4�131__ T� ---- ;
�m o
Nip •-
. U (n+ U-)
(0 C) CI N c0
nWQ
DRA WF CGR
INDICATES
rtEmwc wSinvG A.C. rnvEmuvi
INDICATES
GRIND EXISTING A.C. PAVEMENT
INDICATES
CENTERLINE
INDICATES
RIGHT-OF-WAY LINE
------ INDICATES
EXISTING IMPROVEMENTS
---(1300}- INDICATES
EXISTING CONTOUR LINE
0-❑ INDICATES
STREET LIGHT
0--Q INDICATES
STREET LIGHT ON TRAFFIC SIGNAL
INDICATES
PVC
DQUING-- I f W
U
C0
O
QCCnu A ►iC
PER CITY DWG. NO. 2875
ji 1 7+62 1
IAC PAVEMENT TAPER
1365.19 EP
2' 24.6' R
' EXIST. 36" S.D. PER
DWG. NO. 2771
EXISTING R/W
l
l EP �, / \�
N
I � 1
►c' I� 1 1 1
I
! I
I
! 20:1 TAPER \ \
t\
I 1 r \
I � i
� t I
jtt t, i
t \ EXIST. 36"-.5D. PER
;'RWG. d7"0. 2771
1
' FUTURF -BUS BAY
I �
REMOVE TING,A. C. PAVEMENT
AND BER AS REQUIRED AT EXISTING
CATCH BA INS.
\
4+81.83
BEGIN AC PAVEMENT TAPER
(1360.7 EP)
4+65
i
CL ISTING Q
4+50.70 ECR
JOIN ISTING
(URS AND GUTTER
1360.97 TC)
132+0.t BCR
4�131__ T� ---- ;
�m o
Nip •-
. U (n+ U-)
(0 C) CI N c0
nWQ
DRA WF CGR
INTERSECTION DETAILS
(HEMLOCK,"ECH &SULTANA)
.-W-CH
' 35+56.83 ECR
UNE......
"a
v
�
am-,
FRIAMnm�m
_
LO
1
1t
�w(D
a
°p
%
cin'
r
DQUING-- I f W
U
C0
O
QCCnu A ►iC
PER CITY DWG. NO. 2875
ji 1 7+62 1
IAC PAVEMENT TAPER
1365.19 EP
2' 24.6' R
' EXIST. 36" S.D. PER
DWG. NO. 2771
EXISTING R/W
l
l EP �, / \�
N
I � 1
►c' I� 1 1 1
I
! I
I
! 20:1 TAPER \ \
t\
I 1 r \
I � i
� t I
jtt t, i
t \ EXIST. 36"-.5D. PER
;'RWG. d7"0. 2771
1
' FUTURF -BUS BAY
I �
REMOVE TING,A. C. PAVEMENT
AND BER AS REQUIRED AT EXISTING
CATCH BA INS.
\
4+81.83
BEGIN AC PAVEMENT TAPER
(1360.7 EP)
4+65
i
CL ISTING Q
4+50.70 ECR
JOIN ISTING
(URS AND GUTTER
1360.97 TC)
132+0.t BCR
4�131__ T� ---- ;
�m o
Nip •-
. U (n+ U-)
(0 C) CI N c0
nWQ
EECH AVE.
5 BASELINE AVE.
FS
Q�pF ESS /
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT J. q� 7.1/
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 u No. 36052 M
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND °G Exp.6 30 2004 _
STANDARDS IN EFFECT. s�y�, C l V 1 �
It -
0 Fr- CA1-\FO
36+39.90 SULTANA AVE _
13�+02.31 BASELINE AYR
EXISTING R/W
DRA WF CGR
INTERSECTION DETAILS
(HEMLOCK,"ECH &SULTANA)
.-W-CH
' 35+56.83 ECR
UNE......
"a
LO
APPRO BY `
` 2 -
DRAWING NO.:15
3063
M
_
LO
1
1t
�w(D
a
°p
%
cin'
EECH AVE.
5 BASELINE AVE.
FS
Q�pF ESS /
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT J. q� 7.1/
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 u No. 36052 M
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND °G Exp.6 30 2004 _
STANDARDS IN EFFECT. s�y�, C l V 1 �
It -
0 Fr- CA1-\FO
36+39.90 SULTANA AVE _
13�+02.31 BASELINE AYR
EXISTING R/W
DRA WF CGR
INTERSECTION DETAILS
(HEMLOCK,"ECH &SULTANA)
.-W-CH
' 35+56.83 ECR
UNE......
1362.58 TC
CHECKED BY
RJA
APPRO BY `
` 2 -
DRAWING NO.:15
3063
M
_
LO
1
1t
/ -\ �h• r 3af i
FUTURE -�CURB AND GUTTE
oN
���
N j n6�'
\ I I I
i
/ 33+82
I '
BEGIN TAPER `, 2
RECORD DOCUMENT JOIN EXISTING EP 51 ,
11 LEFT
I I 1
These RecdDocuments r v I J n
ohave been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall- -
p -' 11, I� � � ��' � � �
not be responsible for any errors or Emissions 'S J0111
which may be- incorporated herein as a result
SULTANA AVENUE
DAT9 PER CITY DWG N0. 3017
GRAPHIC SCALE
15 30 60
(IN FEET
1 inch = 30 ft.
Prepared By:
ALLARD ENGINEERING
XISTING R/W
'-
FUTURE CURB AND GUTTER
:XI�S_TIN EP 1,
CONSTRWMN NOTES
4�- CONSTRUCT CATCH BASIN PER APWA STD. DWG. NO. 300-2, AS SHOWN ON SHEET 19
5 SAWCUT EXISTING AC PAVEMENT TO CLEAN STRAIGHT LINE
6 GRIND EXISTING A.C. PAVEMENT (MINIMUM 0.1' THICKNESS) AND OVERLAY AC PAVEMENT
11 PROTECT IN PLACE
&-CONSTRUCT AC OVERLAY FOR EXIST AC PAVEMENT (0.10' MIN.)
22 RELOCATED BY OTHERS
29 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1015 (8' PER PLAN)
30 REMOVE EXISTING TREES INCLUDING ROOT BALLS AND COMPACTED BACKFILL
36 CONSTRUCT 4.5" AC OVER 12" OF 957o COMPACTED NATIVE
43 CONSTRUCT LOCAL DEPRESSION PER APWA STD. NO. 313-1, CASE "A", AS SHOWN ON SHEET 19
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
LIL • LL A4LLHLLLGGL LLLLJ - "CULL" LJ LLL VGaj&LMj - Loi1Ll a •� .•., y
6253 Sierra Avenue
Fontana, California 92335
( 9) 356-1815 Fax (909) 356-1795
' 1
Aa nd J. Allard, A.C.E. 36052 Date
(expires 6/30/2004)
DRA WF CGR
INTERSECTION DETAILS
(HEMLOCK,"ECH &SULTANA)
SdALE. 1 "=30'
NED BY-
DESIGDBW JF
°A�� 2003
MARCH,
CHECKED BY
RJA
APPRO BY `
` 2 -
DRAWING NO.:15
3063
21
CITY ENGINEER R.C.E. 51152
1
1t
r
FUTURE CURB AND GUTTER
:XI�S_TIN EP 1,
CONSTRWMN NOTES
4�- CONSTRUCT CATCH BASIN PER APWA STD. DWG. NO. 300-2, AS SHOWN ON SHEET 19
5 SAWCUT EXISTING AC PAVEMENT TO CLEAN STRAIGHT LINE
6 GRIND EXISTING A.C. PAVEMENT (MINIMUM 0.1' THICKNESS) AND OVERLAY AC PAVEMENT
11 PROTECT IN PLACE
&-CONSTRUCT AC OVERLAY FOR EXIST AC PAVEMENT (0.10' MIN.)
22 RELOCATED BY OTHERS
29 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1015 (8' PER PLAN)
30 REMOVE EXISTING TREES INCLUDING ROOT BALLS AND COMPACTED BACKFILL
36 CONSTRUCT 4.5" AC OVER 12" OF 957o COMPACTED NATIVE
43 CONSTRUCT LOCAL DEPRESSION PER APWA STD. NO. 313-1, CASE "A", AS SHOWN ON SHEET 19
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
LIL • LL A4LLHLLLGGL LLLLJ - "CULL" LJ LLL VGaj&LMj - Loi1Ll a •� .•., y
6253 Sierra Avenue
Fontana, California 92335
( 9) 356-1815 Fax (909) 356-1795
' 1
Aa nd J. Allard, A.C.E. 36052 Date
(expires 6/30/2004)
DRA WF CGR
INTERSECTION DETAILS
(HEMLOCK,"ECH &SULTANA)
SdALE. 1 "=30'
NED BY-
DESIGDBW JF
°A�� 2003
MARCH,
CHECKED BY
RJA
APPRO BY `
` 2 -
DRAWING NO.:15
3063
21
CITY ENGINEER R.C.E. 51152
Flename: M:\DWG\14902\STREETS\EAST\TO ALMERIA\STAGEI\ST15.DWG