HomeMy WebLinkAbout4946-2ANNE
NEEN
INNER
rceignmw:.Nz u
llRwwNEEIl
5
el
IIIIIIIIIIIIIN
IN
lk MINIIIIERIIIII
MEAN
IN
ENNINK
A......
0+w
MAT -CH LM 8§3m7.8HEET3
10+901 Ill 01,11LI,
c:
116.34 Tu
115.51 FL
fa tAl
rdI
NI
PROPOSED FULL DEPTH AC PAVEMENT
PROPOSED GRIND AND OVERLY
CURVE
4=
7
. ......
ANN
F-
NEENNEENER
NIIIIIIIIIIIIIIN I I
MCI
111�21 ill�llllilillllllllll
MANNA
35.00
MANINEI
35.02
I
f = --im.
W. a ANNE '.W j
L� ANN k , w
15.00
131001'24"
agar
C31
.42.951
19.,0029-30"23"1
lLj
.. . , .................
%Mal
101IINNIN
AMAMI
--------- - -
____NNK= 100
4
......... ....
----------
T I
INE
MINEN
1NOWN
�.dW.0
III V4401 El I F ALI ME 1.15 LwAl 0 �-j N 122
MI A lb"RILUMM."M a VIIIII - MEEmbjvlp I.Alww
INEMINE11
3001
. . ... .......
------ ------
INS AMC
NAME
NEE SEIIIIIIIIN-_
73
I COP
t
m ME
AN
N
AMR
ININE
1111
I
11
. . . . . . . . . . . . . . .
11
A,
INEELMM
IIIINEEN
ASIAN
MEAN
&%ON I
CI 10-
MUNINNIIIII,
IIIIIIIIN
ANN11ININE!
IBM _NAAAA__
WIMIME-_
III!1EM
_NNIIENII� ------- IIIIIINNI
MIIIIIIIIIIIII01 m6wA WEENI INEEN.-REL-A-A Ll aaaaaas�AN
NNIZEND NAME=
11JUMERMIN
MEAN ANNEN�= NIAMEY moorlmr-1v-lr-%o
:2 31 m
U.7 -A.7 -J --7001. JIM MANNA
WE-
NNEIIIIIENEIIIIIIIIIES901M
ANN
INMENERNErsi—
aaaaa�aaaaaav�il�
amort.
NEZNW��
0_1
NAM
ll
MAINE
MMIN"
m INEWE ;RGEMEMEN- p
AREA I
Wi
11IFM
Amp mg I1p
WA- INNIEN
wompoltmooplill WON "WIN11.
PROPOSED FULL DEPTH AC PAVEMENT
PROPOSED GRIND AND OVERLY
CURVE
4=
7
. ......
ANN
F-
�IZWA
NIIIIIIIIIIIIIIN I I
MCI
111�21 ill�llllilillllllllll
___% w MIN A NO A
SEIIIIIIIIIIIE A I NEJ I
35.00
90*01'37,"
35.02
I
f = --im.
W. a ANNE '.W j
L� ANN k , w
15.00
131001'24"
agar
C31
.42.951
19.,0029-30"23"1
lLj
.. . , .................
%Mal
AMAMI
--------- - -
_7
4
......... ....
----------
T I
INE
MINEN
1NOWN
�.dW.0
III V4401 El I F ALI ME 1.15 LwAl 0 �-j N 122
MI A lb"RILUMM."M a VIIIII - MEEmbjvlp I.Alww
. V A64 L'%M 0 1 if
V OkkllM LAIR 11MIIINIM ANIA L MERWIIIIIII
. . ... .......
------ ------
INS AMC
I
73
I COP
t
PROPOSED FULL DEPTH AC PAVEMENT
PROPOSED GRIND AND OVERLY
HOR: 1 "=20' 1
CURVE
4=
7
. ......
ANN
F-
�IZWA
NIIIIIIIIIIIIIIN I I
MCI
111�21 ill�llllilillllllllll
___% w MIN A NO A
SEIIIIIIIIIIIE A I NEJ I
35.00
90*01'37,"
35.02
I
f = --im.
W. a ANNE '.W j
L� ANN k , w
15.00
131001'24"
agar
C31
.42.951
19.,0029-30"23"1
lLj
40,29 0,29
%Mal
AMAMI
--------- - -
m
MAN0
AMAMI AN
'I 3 1 �10 WEEW A.J Ah IA 0 a rAkI
INE
MINEN
1NOWN
�.dW.0
III V4401 El I F ALI ME 1.15 LwAl 0 �-j N 122
MI A lb"RILUMM."M a VIIIII - MEEmbjvlp I.Alww
. V A64 L'%M 0 1 if
V OkkllM LAIR 11MIIINIM ANIA L MERWIIIIIII
INS AMC
HOR: 1 "=20' 1
IF Lv" r/Avr-mr-1141 I
H=2 5' WIDE -GRIND 0.10' MIN J
EXIST PAVEMENT AND OVERLAY
0.10' MIN.
I IAI I Ml rI i vim i i
BENCHMARK:
CHISELED SQUARE IN WEST CURB RETURN N.W.
CORNER SLOVER & CITRUS AVENUE ELEV
1067.73
BASIS OF BEARINGS:
THE CENTERLINE OF JUNIPER AVENUE SHOWN
AS N. 00.12'52" W, PER CITY OF FONTANA,
PARCEL MAP NO. 4778, RECORDED IN BOOK
63, PAGES 23--;-24, INCLUSIVE, OF
MISCELLANEOUS MAPS, IN THE OFFICE OF THE
COUNTY RECORDER OF SAN BERNARDINO
COUNTY.
fr-1*31 r_KLT VALLEY BLVD - TYPICAL SECTION
ON DETAIL
NTS PUBUC STREET N.T.S.
LOOKING WEST
PREPARED BY: � � O
Drl 1-�y ��
1 C=l rl 11-1
1VVN&AA&A1VVVVVVVVVVV~
18 TECHNOLOGY, STE, 19
g IAL TWO OR IN i
CONSULTING., INC. 'RvR'Ft cmFo
T. 949.760-M "'� "ffi EFORE r_4 )DAYSWBE�F0 RCE
CIVIL ENGINEERING F. 949-I05 I I YOU DIG -\� i v)'%F/ YOU DIG
LAND PLANNING & SURVEYING WWW.CVC-INCNET
IULL I-rxtt ---Nm� I _0uu_/_/_ / _/_I0uu
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
PISS)— (21 "SS)
(21 (21 "SS)—
•J= =kl
INSTALL 4" THICK PCC'SIDEWALK PER -CITY OF FONTANA STANDARD 1006.
EXISTING TRAFFIC SIGNAL TO BE RELOCATED PER PLANS UNDER SEPARATE COVER.
4a— EXISTING LOCATION OF STREET LIGHT ATTACHED TO - ITEM TO BE RELOCATED.
PER SEPERATE PLAN
5O INSTALL CITY OF FONTANA STANDARD STREET LIGHT, SEE STREET LIGHT PLAN.
O6 INSTALL CITY OF FONTANA STD 1003 CURB RETURN ACCESS RAMP.
70-- INSTALL CITY OF FONTANA STD 3003 LOCAL DEPRESSION, CASE B.
8a— INSTALL CITY OF FONTANA STD 1002 COMMERCIAL DRNIEWAY, WIDTH AS SHOWN.
INSTALL CITY OF FONTANA CURB OPENING CATCH BASIN, PER CITY STD 3004.
INSTALL CITY OF FONTANA -STD 3003 LOCAL DEPRESSION, CASE.A.
(12"SS)—
MH
(SEWER— ATElDAI ulI (21 "SS)—
ON NO %352 (37171)
STREETLIGHT
B
17K / mg,",
A
g
\1 16.24 TC
115.57 FL JOIN
"-. U21 (1 2l:
_ (12"SS)_
(21 "SS) (Z1 "SS)
14 RELOCATE TRAFFIC SIGN PER cny'STANDARDS.
13 ITEM TO BE RELOCATED PER PURVEYORS STANDARDS.
ERCiUYTPICJAL SECOON�DHFA�C 2AVEMENT AND ADJACENT CURB AND GUTTER. JOIN
.
18
PROTECT ITEM AS NOTED.
19 RELOCATE ITEM AS NOTED.
20 INSTALL 8" MIN ASPHALT PAVEMENT OVER 12." MIN, OF 95% COMPACTED NATIVE IN
ACCORDANCE TO THE SOILS REPORT.
21 GRIND AND OVERLAY 0.1' MIN AND 5' .WIDE FROM EDGE OF SAWCUT.
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN. TWO s cQ�oFw Seo l
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH -IN A DILIGENT 'MANNER, THE cm > No. -33 20
-it
CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. 6/30/2012
PLANS TO BRING THEM INTO CONFORMANCE WITHOr clvl�_
C
DATE ENGR. CITY DATE STANDARDS IN EFFECT.
CURVE
4=
7
. ......
LENGTH RADIUS
F-
TAN
==F-=
___% w MIN A NO A
SEIIIIIIIIIIIE A I NEJ I
35.00
90*01'37,"
35.02
I
f = --im.
W. a ANNE '.W j
L� ANN k , w
IF Lv" r/Avr-mr-1141 I
H=2 5' WIDE -GRIND 0.10' MIN J
EXIST PAVEMENT AND OVERLAY
0.10' MIN.
I IAI I Ml rI i vim i i
BENCHMARK:
CHISELED SQUARE IN WEST CURB RETURN N.W.
CORNER SLOVER & CITRUS AVENUE ELEV
1067.73
BASIS OF BEARINGS:
THE CENTERLINE OF JUNIPER AVENUE SHOWN
AS N. 00.12'52" W, PER CITY OF FONTANA,
PARCEL MAP NO. 4778, RECORDED IN BOOK
63, PAGES 23--;-24, INCLUSIVE, OF
MISCELLANEOUS MAPS, IN THE OFFICE OF THE
COUNTY RECORDER OF SAN BERNARDINO
COUNTY.
fr-1*31 r_KLT VALLEY BLVD - TYPICAL SECTION
ON DETAIL
NTS PUBUC STREET N.T.S.
LOOKING WEST
PREPARED BY: � � O
Drl 1-�y ��
1 C=l rl 11-1
1VVN&AA&A1VVVVVVVVVVV~
18 TECHNOLOGY, STE, 19
g IAL TWO OR IN i
CONSULTING., INC. 'RvR'Ft cmFo
T. 949.760-M "'� "ffi EFORE r_4 )DAYSWBE�F0 RCE
CIVIL ENGINEERING F. 949-I05 I I YOU DIG -\� i v)'%F/ YOU DIG
LAND PLANNING & SURVEYING WWW.CVC-INCNET
IULL I-rxtt ---Nm� I _0uu_/_/_ / _/_I0uu
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
PISS)— (21 "SS)
(21 (21 "SS)—
•J= =kl
INSTALL 4" THICK PCC'SIDEWALK PER -CITY OF FONTANA STANDARD 1006.
EXISTING TRAFFIC SIGNAL TO BE RELOCATED PER PLANS UNDER SEPARATE COVER.
4a— EXISTING LOCATION OF STREET LIGHT ATTACHED TO - ITEM TO BE RELOCATED.
PER SEPERATE PLAN
5O INSTALL CITY OF FONTANA STANDARD STREET LIGHT, SEE STREET LIGHT PLAN.
O6 INSTALL CITY OF FONTANA STD 1003 CURB RETURN ACCESS RAMP.
70-- INSTALL CITY OF FONTANA STD 3003 LOCAL DEPRESSION, CASE B.
8a— INSTALL CITY OF FONTANA STD 1002 COMMERCIAL DRNIEWAY, WIDTH AS SHOWN.
INSTALL CITY OF FONTANA CURB OPENING CATCH BASIN, PER CITY STD 3004.
INSTALL CITY OF FONTANA -STD 3003 LOCAL DEPRESSION, CASE.A.
(12"SS)—
MH
(SEWER— ATElDAI ulI (21 "SS)—
ON NO %352 (37171)
STREETLIGHT
B
17K / mg,",
A
g
\1 16.24 TC
115.57 FL JOIN
"-. U21 (1 2l:
_ (12"SS)_
(21 "SS) (Z1 "SS)
14 RELOCATE TRAFFIC SIGN PER cny'STANDARDS.
13 ITEM TO BE RELOCATED PER PURVEYORS STANDARDS.
ERCiUYTPICJAL SECOON�DHFA�C 2AVEMENT AND ADJACENT CURB AND GUTTER. JOIN
.
18
PROTECT ITEM AS NOTED.
19 RELOCATE ITEM AS NOTED.
20 INSTALL 8" MIN ASPHALT PAVEMENT OVER 12." MIN, OF 95% COMPACTED NATIVE IN
ACCORDANCE TO THE SOILS REPORT.
21 GRIND AND OVERLAY 0.1' MIN AND 5' .WIDE FROM EDGE OF SAWCUT.
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN. TWO s cQ�oFw Seo l
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH -IN A DILIGENT 'MANNER, THE cm > No. -33 20
-it
CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. 6/30/2012
PLANS TO BRING THEM INTO CONFORMANCE WITHOr clvl�_
C
DATE ENGR. CITY DATE STANDARDS IN EFFECT.
CURVE
TABLE
CURVE
LENGTH RADIUS
aaaa
TAN
W ALW A WX ANNE MEEM! --UL
___% w MIN A NO A
SEIIIIIIIIIIIE A I NEJ I
35.00
90*01'37,"
35.02
2" m as ANN= ANN=
is INEM 10001K
f = --im.
W. a ANNE '.W j
L� ANN k , w
15.00
131001'24"
agar
C31
.42.951
19.,0029-30"23"1
40,29 0,29
MAN0
agarINN
IIIIER INI III
1111
I
11
11
A,
IF Lv" r/Avr-mr-1141 I
H=2 5' WIDE -GRIND 0.10' MIN J
EXIST PAVEMENT AND OVERLAY
0.10' MIN.
I IAI I Ml rI i vim i i
BENCHMARK:
CHISELED SQUARE IN WEST CURB RETURN N.W.
CORNER SLOVER & CITRUS AVENUE ELEV
1067.73
BASIS OF BEARINGS:
THE CENTERLINE OF JUNIPER AVENUE SHOWN
AS N. 00.12'52" W, PER CITY OF FONTANA,
PARCEL MAP NO. 4778, RECORDED IN BOOK
63, PAGES 23--;-24, INCLUSIVE, OF
MISCELLANEOUS MAPS, IN THE OFFICE OF THE
COUNTY RECORDER OF SAN BERNARDINO
COUNTY.
fr-1*31 r_KLT VALLEY BLVD - TYPICAL SECTION
ON DETAIL
NTS PUBUC STREET N.T.S.
LOOKING WEST
PREPARED BY: � � O
Drl 1-�y ��
1 C=l rl 11-1
1VVN&AA&A1VVVVVVVVVVV~
18 TECHNOLOGY, STE, 19
g IAL TWO OR IN i
CONSULTING., INC. 'RvR'Ft cmFo
T. 949.760-M "'� "ffi EFORE r_4 )DAYSWBE�F0 RCE
CIVIL ENGINEERING F. 949-I05 I I YOU DIG -\� i v)'%F/ YOU DIG
LAND PLANNING & SURVEYING WWW.CVC-INCNET
IULL I-rxtt ---Nm� I _0uu_/_/_ / _/_I0uu
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
PISS)— (21 "SS)
(21 (21 "SS)—
•J= =kl
INSTALL 4" THICK PCC'SIDEWALK PER -CITY OF FONTANA STANDARD 1006.
EXISTING TRAFFIC SIGNAL TO BE RELOCATED PER PLANS UNDER SEPARATE COVER.
4a— EXISTING LOCATION OF STREET LIGHT ATTACHED TO - ITEM TO BE RELOCATED.
PER SEPERATE PLAN
5O INSTALL CITY OF FONTANA STANDARD STREET LIGHT, SEE STREET LIGHT PLAN.
O6 INSTALL CITY OF FONTANA STD 1003 CURB RETURN ACCESS RAMP.
70-- INSTALL CITY OF FONTANA STD 3003 LOCAL DEPRESSION, CASE B.
8a— INSTALL CITY OF FONTANA STD 1002 COMMERCIAL DRNIEWAY, WIDTH AS SHOWN.
INSTALL CITY OF FONTANA CURB OPENING CATCH BASIN, PER CITY STD 3004.
INSTALL CITY OF FONTANA -STD 3003 LOCAL DEPRESSION, CASE.A.
(12"SS)—
MH
(SEWER— ATElDAI ulI (21 "SS)—
ON NO %352 (37171)
STREETLIGHT
B
17K / mg,",
A
g
\1 16.24 TC
115.57 FL JOIN
"-. U21 (1 2l:
_ (12"SS)_
(21 "SS) (Z1 "SS)
14 RELOCATE TRAFFIC SIGN PER cny'STANDARDS.
13 ITEM TO BE RELOCATED PER PURVEYORS STANDARDS.
ERCiUYTPICJAL SECOON�DHFA�C 2AVEMENT AND ADJACENT CURB AND GUTTER. JOIN
.
18
PROTECT ITEM AS NOTED.
19 RELOCATE ITEM AS NOTED.
20 INSTALL 8" MIN ASPHALT PAVEMENT OVER 12." MIN, OF 95% COMPACTED NATIVE IN
ACCORDANCE TO THE SOILS REPORT.
21 GRIND AND OVERLAY 0.1' MIN AND 5' .WIDE FROM EDGE OF SAWCUT.
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN. TWO s cQ�oFw Seo l
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH -IN A DILIGENT 'MANNER, THE cm > No. -33 20
-it
CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. 6/30/2012
PLANS TO BRING THEM INTO CONFORMANCE WITHOr clvl�_
C
DATE ENGR. CITY DATE STANDARDS IN EFFECT.
SCALEi 1' = 20'
u lu 20 40
Prepared Under The Supervision of : C ITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: SCALE:
DSK AS SHOWN.
DESIGNED BY: DATE:
DSK ____AUM/j39UU�E:VARD 9/20/11-
• -Date :A -,t %,.%.L_ CHECKED BY: APP VED DRAWING NO.: 2
VINCENT W SCAMATI P.E. 33520AA,9;-, A E:
4501 vs cl ENGINEER R.C.E. 51152 4946 4
CURVE
TABLE
CURVE
LENGTH RADIUS
'DELTA
TAN
cl
54.99
35.00
90*01'37,"
35.02
C2
34.30
15.00
131001'24"
32,93
C31
.42.951
19.,0029-30"23"1
40,29 0,29
SCALEi 1' = 20'
u lu 20 40
Prepared Under The Supervision of : C ITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: SCALE:
DSK AS SHOWN.
DESIGNED BY: DATE:
DSK ____AUM/j39UU�E:VARD 9/20/11-
• -Date :A -,t %,.%.L_ CHECKED BY: APP VED DRAWING NO.: 2
VINCENT W SCAMATI P.E. 33520AA,9;-, A E:
4501 vs cl ENGINEER R.C.E. 51152 4946 4