HomeMy WebLinkAbout3797-22:1 MAX
SLOPE
EXIST
GROUND
R/W R/w
I 69'
CL
19' 20' 20' 10' i
PARKING STALL i 5.5 1 4
FUTURE ' '
0.5'
I I
2:1 MAX
1 SLOPE
-0.01 LEVEL LINE
Zq
1q MIN. EVE .• ,> 2:1 MAX
a 5 2 0 2q i 1 11� 111 -1T SLOPE
-- _ _ -_
j i 1 .!I�I 11�1�11-1 I t=1 11.-.-.1 i �.- _ A-
=111-I I =1 I I -(I 1=111'��;t, -I I ID I �I I I -I I -I 11-1 l_I I I -I I I -I I IJ I I -I I I -I I E f 1=1 CONC.
-1 l 1 iyl �=1,-T�T�1t-T, Il I L11 i=III�1-iir L, i' ITiI 1i l i ?•' il� SIDEWALK
hIIHII_ 11= - -
f=1 11= I I:
FUTURE ALLEY ''! 1'I
11�"_
CURB - - CONC. CURB
ONLY GUTTER & GUTTER
TYPICAL STREET SECTION
EA S T PA RK WA Y (PRI VA TE S TREEti
. T.
T. I. =5.5
S N
R/W68, R/W
I-10,_ 22' CL 22 14' VAVARIES
, 1 ,
4 6, 8,
-0.05
, 2°0
_ LEVEL LINE _ -
. I I II I±I I f�-7 '•. •�, _ - �7 q
22� L/O y=l
tl- �P�,(�o�
MEET EXIST Ab
GROUND
CONC.
SIDEWALK
PROP. CONC. PROP. CONC.
CURB & GUTTER CURB & GUTTER
T YPICAL S TREE SEC TION
24"
VIENNA LANE
N. TS.
T L=5.5
R=1/2"
dQ d da 4"
J
dQ
R=1/2"
(0
� d
d < d
a
41
4V d
ROLLED CURB & GUTTER DETAIL
N. T. S.
SHALL BE CONSTRUCTED OF TYPE B ASPHALT CONCRETE AND
TO BE BONDED TO PAVEMENT BY A TACK COAT.
AC DIKE DETAIL
TYPICAL SECTION
N. T.S.
R/W R/W
69' I
1.10', 20' CL 20' 19'
PARKING STALL
4' 5.5 FUTURE
1
1 I
1
-0.01� '29' 1
MI
N.
�MX
•
--'- =LEVEL LINE
/
_
CONC.
SIDEWALK
CONC. CURB ALLEY
& GUTTER GUTTER
T YPICAL S TREE SEC TION
WEST PARK WAY
N. T. 1
T.I. =5.5
3'
R/W
45'
6' 5' 6'
8' I
ISLAND .76'
PARKING_ _ -
CURB & S/DEWAL
GUTTER
R/W
45' 45'
20' 19' 1 19' 20'
0-1
I4'-6' 0'_7' 6, 6,
21cv 0.66' LEVEL LINE - - LEVEL LINE 0.66 2q I
----- _
-� „_ 2� ---- �-I � 1-1 I I -1 11=1 fi r: 2%I-
-1 11=i -'' ►=_I : -� : -11 I=1 I I-1 I
I- 1 -III -I
_ - -' 1 i- 11-1 11=1 I I I i, II I II 1 11 i t I- - �_ I"-
Elf -1 -Ili- I=111="' -1 I I_ I I -1 I I=1 I I=1 I I=1 I I-1 I_ -I 11- CURB &
CURB & I ' 1 t 1 III _III -I 11
S/DEWALK GUTTER -1 I GUTTER
90' TYPICAL SECTION
SEE NOTE 10
RETAINING CURB
AT EDGE OF SIDEWALK
CURB FACE
W=PER PLAN
C
CONCRETE V -DITCH DETAIL
- RETAINING CURB
AT EDGE OF SIDEWALK
SEE NOTE 11 IF LOCATED
AT CENTER OF CURB RETURN
TOP OF RETAINING CURB
8.337 MAX.
�-r ----- -----------------------
SEC TION C -C
N. T.S.
N. TS.
45'
1/2a'
a
d
LIP DETAIL
N. T S.
PA RKSI DE WA Y
T I. =5.5
NT
7. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP
NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH
OF THE RAMP SHALL BE 4
8. THE BOTTOM OF THE RAMP SHALL HAVE A 1/2" LIP
AT 45'
9. SIDEWALK AND RAMP THICKNESS, 7- SHALL BE 3 112-
10. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH
1/4" GROOVES APPROXIMATELY 3/4" O.C. SEE
GROOVING DETAIL. THE SURFACE OF THE RAMP SHALL
HAVE A TRANSVERSE BROOMED SURFACE TEXTURE
ROUGHER THAN THE SURROUNDING SIDEWALK EXCEPT,
WHEN LOCATED IN THE CENTER OF THE OF CURB RETURN.
11. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN,
IT SHALL BE GROOVED /N A HERRING -BONE PATTERN
WITH 1/4" GROOVES APPROXIMATELY 1-1/2" O.C. SEE
GROOVING DETAIL. GROOVES SHALL BE ALIGNED PARALLEL
TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS
INTO APPROPRIATE CROSSWALK.
APPROX. 3/4" EXCEPT APPROX.
1-1/2" ON SLOPING PORTION OF RAMP
IIi �14
c° d d 3
d d
GROOVING DETAIL
SEE NOTE 8 NTS
HANDICAP RAMP DETAIL
N.TS.
6» 18„
R=1/2»
111112"
I \ B4.72 R,
\ co
d
a �
a a
1/2d„a L 4co
d d d d
a
SECTION
CURB DEPRESSION DETAIL
RAMP PER
PRIVATE
PARK
L0
R/W
n" ^1< OF
g
DIG SLE � T
TOLL FREE -qmmmmpp-1 -800-227-2600
A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT
N. T.S.
PLAN
N. T.S.
REV.
R/W
ENGR.
CL
DATE
BENCH MARK. if 8-17
9 '
60'
45'
R/W
THE BRG. N089'59'31 "E
VAR/ES
6' 5' 6'
24'
24'
0.76' ISLAND
I 29' PARKING
0.60'
LEVEL LINE
,
4 4 0.60'
LEI/EL LINE
CL
- -
-o ---
-
- - -
2:1 MAX
2%
�-
. -I Mill �q
1„
SLOPE
-III-II
,_
20' 20'
SIDEWALK CURB & _► 1.1 .
it
0
REVISED AS SHOWN
GUTTER
VARIES
FUTURE
90'
TYPICAL SECTION
CURB
-2�_
-I 11-1 I I-
--1-
III -
1 1=1 I I I I I
5:1 SLOPE
ONLY
1I -I
a 11-
1-I 11 I I I i I I' III=1 I I=111 1111=11111 1:1 11 l 1 1 1=1 I I=1 I 1___I
' I I
1-1 I I-1 I I-1 .111-1E I I. I-1 I II -1 I I-1 III -1 I I-_ 11
_ 1 11= I • I -' _► i =
N.T.S.
-
PA RKHO USE
DRIVE (PRIVATE STREET)
T.i =5.5
Exp: 06-30-06
R/W
TYPICAL SECTION
A
CL
R/W
45'
6' 5' 6'
8' I
ISLAND .76'
PARKING_ _ -
CURB & S/DEWAL
GUTTER
R/W
45' 45'
20' 19' 1 19' 20'
0-1
I4'-6' 0'_7' 6, 6,
21cv 0.66' LEVEL LINE - - LEVEL LINE 0.66 2q I
----- _
-� „_ 2� ---- �-I � 1-1 I I -1 11=1 fi r: 2%I-
-1 11=i -'' ►=_I : -� : -11 I=1 I I-1 I
I- 1 -III -I
_ - -' 1 i- 11-1 11=1 I I I i, II I II 1 11 i t I- - �_ I"-
Elf -1 -Ili- I=111="' -1 I I_ I I -1 I I=1 I I=1 I I=1 I I-1 I_ -I 11- CURB &
CURB & I ' 1 t 1 III _III -I 11
S/DEWALK GUTTER -1 I GUTTER
90' TYPICAL SECTION
SEE NOTE 10
RETAINING CURB
AT EDGE OF SIDEWALK
CURB FACE
W=PER PLAN
C
CONCRETE V -DITCH DETAIL
- RETAINING CURB
AT EDGE OF SIDEWALK
SEE NOTE 11 IF LOCATED
AT CENTER OF CURB RETURN
TOP OF RETAINING CURB
8.337 MAX.
�-r ----- -----------------------
SEC TION C -C
N. T.S.
N. TS.
45'
1/2a'
a
d
LIP DETAIL
N. T S.
PA RKSI DE WA Y
T I. =5.5
NT
7. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP
NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH
OF THE RAMP SHALL BE 4
8. THE BOTTOM OF THE RAMP SHALL HAVE A 1/2" LIP
AT 45'
9. SIDEWALK AND RAMP THICKNESS, 7- SHALL BE 3 112-
10. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH
1/4" GROOVES APPROXIMATELY 3/4" O.C. SEE
GROOVING DETAIL. THE SURFACE OF THE RAMP SHALL
HAVE A TRANSVERSE BROOMED SURFACE TEXTURE
ROUGHER THAN THE SURROUNDING SIDEWALK EXCEPT,
WHEN LOCATED IN THE CENTER OF THE OF CURB RETURN.
11. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN,
IT SHALL BE GROOVED /N A HERRING -BONE PATTERN
WITH 1/4" GROOVES APPROXIMATELY 1-1/2" O.C. SEE
GROOVING DETAIL. GROOVES SHALL BE ALIGNED PARALLEL
TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS
INTO APPROPRIATE CROSSWALK.
APPROX. 3/4" EXCEPT APPROX.
1-1/2" ON SLOPING PORTION OF RAMP
IIi �14
c° d d 3
d d
GROOVING DETAIL
SEE NOTE 8 NTS
HANDICAP RAMP DETAIL
N.TS.
6» 18„
R=1/2»
111112"
I \ B4.72 R,
\ co
d
a �
a a
1/2d„a L 4co
d d d d
a
SECTION
CURB DEPRESSION DETAIL
RAMP PER
PRIVATE
PARK
L0
R/W
n" ^1< OF
g
DIG SLE � T
TOLL FREE -qmmmmpp-1 -800-227-2600
A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT
N. T.S.
PLAN
N. T.S.
REV.
REVISION DESCRIP71ON DATE
ENGR.
CITY
DATE
BENCH MARK. if 8-17
R/W
60'
R/W
THE BRG. N089'59'31 "E
VAR/ES
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
VARIES
LANDSCAPE
CL
16427-1, M.B. 296/7-11.
LANDSCAPE
EASEMENT
30' J01
ELEVA f 1428.609
EASEMENT
RECX7Vet) DRAWIAI G
20' 20'
10'
it
0
REVISED AS SHOWN
VARIES
VARIES
R/{N 90' R/W
CL
45' 45'
6' 5' 6' 23' 1 23' 6' 5' 6'
5' 5'
I 0.7 ' 0.7 '
2q• ----LEVEL LINE -- - --- LCL LINE --- q
o - - _ - - - I I=1 11=
% _I- _ I
2 I-1 I I-1 I I I I III -
-1-1 1111=1 1=1 I
=1 I-•• ,_, S I I-, I S I-1 i I-1 I I-1 11-1 I-1 I►=1 11=1 11=1 11=1 11= I I'- '� I _III -I 11=1 11=1 I I-1 11-► � 1-_ I-1 I I- �-,1 � I i � �_ �. • :III , ,_, .
I- II-III- 11-1II-� 1= 31D LK
S/DEWALK 11'_1 1 III = 'CURB &
CURB &
GUTTER
GUTTER 90' TYPICAL SECTION
Ni
PARKSIDE WA Y (PRI VA TE STREET)
FROM STA. 10+54.22 TO STA. 12+62.15
T I. =5.5
SHOULD CONS TRUC TION OF THE REQUIRED IMPRO YEMENTS
NOT COMMENCE WI THIN 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 W/TH CONDITIONS AND S TANDA RDS IN EFFECT.
KNOX AVENUE
SEE DWG. NO. 3704
S
SHT. 3 OF 7
N
BENCH MARK. if 8-17
R/W
60'
R/W
THE BRG. N089'59'31 "E
VAR/ES
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
VARIES
LANDSCAPE
CL
16427-1, M.B. 296/7-11.
LANDSCAPE
EASEMENT
30' J01
ELEVA f 1428.609
EASEMENT
10'
20' 20'
10'
QR�I&%,PREPARED
/w�F2
IN THE OFFICE OF
VARIES
VARIES
5.1 SLOPE _
_ 2_�
III -I ' 1-I 1 I -III -III.. ,III III-
,
o ° LEVEL LINE- - 27� -
-2�_
-I 11-1 I I-
--1-
III -
1 1=1 I I I I I
5:1 SLOPE
MEANDERING
1I -I
a 11-
1-I 11 I I I i I I' III=1 I I=111 1111=11111 1:1 11 l 1 1 1=1 I I=1 I 1___I
' I I
1-1 I I-1 I I-1 .111-1E I I. I-1 I II -1 I I-1 III -1 I I-_ 11
_ 1 11= I • I -' _► i =
I I
=I i l-
-
SIDEWALK
PROP. CONC.
MEANDERING
Exp: 06-30-06
CURB &GUTTER90'
TYPICAL SECTION
A
CURB
CONC. G
GUTTER
SIDEWALK
�F
N. TS.PARKSIDE WAY (PRIVA TE STREET)
OF \F OMilli
CALIN
Date L
CHECKED BY
RCE 36637 EXP. 6 -3b -d6
WENDELL L. IWATSURU��
FROM STA. 13+62.10 TO STA. 16+89.27
T L=5.5
SHOULD CONS TRUC TION OF THE REQUIRED IMPRO YEMENTS
NOT COMMENCE WI THIN 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 W/TH CONDITIONS AND S TANDA RDS IN EFFECT.
KNOX AVENUE
SEE DWG. NO. 3704
SHT. 3 OF 7
BENCH MARK. if 8-17
BASIS OF BEAR/NGS.
CAL TRANS BENCHMARK 17. A
BRASS CAP /N THE CONCRETE BASE OF
THE BRG. N089'59'31 "E
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST
AS SHOWN ON 7R NO.
OF SAN SEVA/NE RD., 2.65 M/ WEST
16427-1, M.B. 296/7-11.
OF SIERRA A VE.
ELEVA f 1428.609
Prepared Under The Supervision Of
QR�I&%,PREPARED
/w�F2
IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
DRAWN BY
L
3 No. 36637c
760-A SOUTH ROCHESTER A VENUE
dM
*
Exp: 06-30-06
*
PHONE(909) 937-96 7 91CA 51
DESIGNED BY.
��9TFc l V
�F
OF \F OMilli
CALIN
Date L
CHECKED BY
RCE 36637 EXP. 6 -3b -d6
WENDELL L. IWATSURU��
�o
W
L-4
z
LijZ
ck
� W
RECORD ®
TRE00RD-DRAWINGIG H -AVE BEEN PREPARED, IN CA&
PAK ON THE BASIS -OF INFORMATION COMPILED ANDQ
RJROMED BY -OTHERS. THE ENGINEER WILL NOT BE
R�Pp�18lBL.E*FOR ANY ERRORS OR OMIS,5IONS MIWH
NAME SEEN WOORPORATED INTO THE DOCUMENTS AS
A RIMMT THEREOF. ! Q
CITY OF FONTANA, CALIFORNIA. o
STREET IMPROVEMENT PLANS N
DETAIL SHEET S� A SHOWN N
DA 7E:•
DEC. 2004
AP RO D Y• DRA WING NO. 2 7
1.41
/TY EN ER R.C.E. 68819 wDATE 3797 11
J:\126-2023\streets\ST02-Rev.dwa. 12/21 /2005 7:57:07 AM. Gerrv. Ger