HomeMy WebLinkAbout2313-40.914 m 4' SHOULDER (SEE SHT. 5)
3'
4'(1.22 m)
5% SHOULDER EXISTING ROADWAY
ORIGINAL GRADE
TOP OF SLOPE
MATCH EXIST GRADE
4:1 MAX.
FILL -
COMPACT�D.
-- TYPICAL
2 FT. (0.610 m)MIN.
VARIES 6 FT. (1.829 m) MIN. BENCHES
1 FT. MIN.
(0.305 m MIN.)
BENCHING DETAIL
FOR SLOPE ON THE WEST SIDE OF THE EXIT RAMP
SCALE: 1 "= N.T.S.
REQUIRED INTO STABLE MATERIAL IF
NATURAL SLOPE EXCEEDS 1:5 RATIO
(VERTICAL TO HORIZONTAL)
LINE TABLE
6102
CURVE TABLE
LENGTH
BEARING
LINE
FT.
LENGTH
RADIUS
DELTA
TANGENT
CURVE
FT.
M
FT.
M
DMS
FT.
M
Cl
3.14'
0.957 in
2.00'
0.610 m
90°00'00"
2.00'
0.610 m
C2
2.97'
0.905 m
2.00'
0.610 m
84°59'46"
1.83'
0.558 m
C3
10.47'
3.191 m
5.00'
1.524 m
119°59'56"
8.66'
2.640 m
C4
3.14'
0.957 m
2.00'
0.610 m
89°54'34"
2.00'
0.610 m
C5
2.95'
0.899 m
2.00'
0.610 m
84°35'44"
1.82'
0.555 m
C6
5.77'
1.759 m
2.00'
0.610 m
165°17'15"
15.49'
4.721 m
C7
5.00'
1.524 m
2.00'
0.610 m
143°18'20"
6.03'
1.838 In
C8
2.21'
0.674 m
2.00'
0.610 m
63°24'05"
1.24'
0.378 m
C9
25.12'
7.657 m
120.00'
36.576 m
11'59'40"
12.61'
3.844 m
CIO
20.14'
6.139 m
100.00'
30.480 m
11°32'34"
10.11'
3.082 m
C11
15.17'
4.624 m
100.00'
30.480 m
8°41'41"
7.60'
2.316 m
C12
13.78'
4.200 m
100.00'
30.480 m
7°53'30"
6.90'
2.103 m
C13
24.74'
7.541 m
100.00'
30.480 m
14°10'04"
12.44'
3.792 m
C14
2.36'
0.719 m
3.00'
0.914 m
45°05'03"
1.25'
0.381 m
C15
109.44' 33.357 m
50.00'
15.240 m
125°24'30"
96.89'
29.532
C16
30.01'
9.147 m
100.00' 30.480 m
17°11'52"
15.12'
4.609 m
C17
4.58'
1.396 m
2.00'
0.610 m
131°18'14"
4.42'
1.347 m
C18
10.35'
3.155 m
5.00'
1.524 m
118°35'04"
8.42'
2.566 m
C19
9.61'
12.929 m
5.00 1
1.524 m
110°05'39" i
7.15
12.180 m
REQUIRED INTO STABLE MATERIAL IF
NATURAL SLOPE EXCEEDS 1:5 RATIO
(VERTICAL TO HORIZONTAL)
CURB AT BA
OF RAMP
14'
4.267 m
DRAINAGE TO BE CONSTRUCTED PER
TRACT 15249 GRADING PLANS
BY OTHERS
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7 23 CENTER INLET ON
26 NORTH CURB LINE
12" (0.305 m)MIN. SAWCUT AND RE -PAVE
CASE "C" P DETAIL
G ,
TO BE CONSTRUCTED PER CALTRANS STD. DETAIL A 88A
SCALE: 1 "= 10' p4 i AQ -
(, RAMP
4" (100 mm)PCC SIDEWALK
X29 C, a
9�
CASE "E" DETAIL
TO BE CONSTRUCTED PER CALTRANS STD. DETAIL NO. N8 -B
SCALE: 1"= 10'
�p /
ECR �'� GRADE AREA TO MATCH
_� 6 SURROUNDING ELEVATIONS
MATCH EXISTING FOR SIDEWALK AND RAMP CONSTRUCTION
/ 4 EXISTING
STREET LIGHT
lb
�qt`•1 1295.72 TC 3�4 Q2 REMOVE +/- 150 SF.(13.935 m Z) EXISTING SIDEWALK,
�- CONSTRUCT 350 S.F. (32.515M 2) 4 (100 mm) 4 PCC
1295.05 FL DELTA` SIDEWALK AS DIRECTED BY THE ENGINEER
,
'` 6 EXISTING 5 FT. (1.524 m) SIDEWALK
FC
W 3 pl`� • ' ; - ! ! `' EXISTING SERVICE CABINET, CONDUIT AND PULLBOX TO
7 2 2 3.3 F 1 1� i t� .. BE PROTECTED IN PLACE, SEE TRAFFIC SIGNAL PLAN
4 2
1293.26 FS
C18 C15 G "�
7 9 j (p ALIGN WITH CROSSWALK t ❑ ❑ C(,
L9 L10 1 TYP.
1223.40 X
--- --- -- - ----
^� 0b
0 b
1,`� 2.73 F ', , \ .` ❑ Q EXIST CURB AND GUTTER
I~
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00
N
N
CABINET "A"
CALTRANS
ST. LT. P.B.
HT=18" 81 B HT=24"
�.
c`1 B
HT=6" HT=6"
CABINET "B" CABINET "C"
DETAIL 711
SCALE: N.T.S.
LEGEND
HT. Varies
�y All Horiz. and Vert.
Steel are #4, 18"
Max O.C.
SECTION B -B
SCALE: N.T.S.
INSTALL 0.6' AC (TYPE A) OVER 0.5' PLANT MIXED
CEMENT TREATED BASE.
t\! 1 1 1\ 1 t
REMOVE EXISTING AC PAVEMENT
+ + + + + + + ++ ' + + + ++ ' ++ ' +++++. + • ' REMOVE EXISTING AC PAVEMENT AND CONSTRUCT
+++++++++
*+++++++++++++++++* ISLAND WITH TYPE B-1 CURB, BACKFILL ISLAND
+++++++++++++++++++ WITH 2" AC PAVEMENT OVER CL -II AB.
�COLD PLANE EXIST AC PAVEMENT TO 2 INCH DEPTH
OVERLAY WITH 2" AC (TYPE B), MATCHING EXISTING
� AND PROPOSED GRADES.
ROCK SLOPE PROTECTION PER D98 -B
CALTRANS STANDARD PLANS
:I 4" (100mm) PCC SIDEWALK
GRADE AREA TO MATCH SURROUNDING
AREAS
SAWCUT AND REMOVE 12 INCHES EXISTING PAVEMENT
REPLACE WITH AC PER CONSTRUCTION NOTE 6.
CONSTRUCTION NOTES
P TYPE B PASSAGE WAY PER ,'�, '� 1 ' ' \ \ , - - - - - - - - TYPE 'F' AC DIKE PER CALTRANS STANDARD PLAN A87,
A88A, AND A88B STD. PLANS
i L7 ® --- C17 _' C19 -___� ^22[0.84m] N 2O- TYPE A2-200 CURB PER CALTRANS STANDARD PLAN A87,
1292,4 L11 1292,E 1292,20 2,1`� � �� ti�
C14 2 �2��� SAWCUT AND REMOVE EXISTING CURB AND GUTTER
C) �• q^� '- j .5 F F �q�qU 1 ,� 1b �� '1 4 INSTALL 44 L.F. (13,5r�) OF 24'(0,610M) CSP WITH CLEANOUT, TYPE OMP,
EXISTING MEDIAN CURB q `�' '� Gj °� O'
'ti ry ti� o I ti ti y U � �q '�' Illy q PER CALTRANS STANDARD PLAN D75 WITH UNIVERSAL ELBOW COUPLINGS
1292.45 FS TOP qM
C -i1 26 CENTER GRATE wpb `' N TO JOIN EXISTING, SEE SECTION A -A ON SHEET 4,
52.00'[15.850m] - � j SEE DETAIL ABO
EXISTING STREETLIGHT TO REMAIN
VE
b~IN OPERATION UNTIL SIGNAL TURN -ON. 17 I 1
1`ti� c� BASELINE STA 3 85+3 ` 13ASE LINE AVE.
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384
52.00'[15.850m]
19 M 4 83.08' ! w c*0
0\\ 1 1\ 1 1 1 I A o
t \ ` ,, ', i 'i ! 1 ` i 1, l 1 I w
M
20'[6.096m] q� t , \ '\ 1 i ', ; `\ � ` 1 � 1n �, '1 `I `1 1 1 `! 1 '��` � ,I Iti `, ,,, � .,c��,�ti/ 1 � ,, � � ^I/1 ''\ ,��`� 1 1, 1 �\ ,! � � \, '\t j ! i ,-,., ry
1 ,
'1�1/ \ .� ,1 /r.�� t ,� / 1 1 ✓1 1 1 u '' t�
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t\'�
1(��•.�'1
l�•..1 , .� '�L� . S ,_ 1q,
1\
. +�+ + +,
---------�- -- - - - , ,
4'[1.219 +
m] ^� � , i \ , �, f
r
STA 384+63.62 SE OFF RAMP
i1
'I
N89058'57"W 385 I I
11
11
+ +
rn ^
,�1�., 35.00 [10.668m]
d+. �y^b '� .off / � d I I � o�
'--' 00 J C) 00
+ u
0 00 U � cn
cn
H rb
38.58' [11.759 m] `" [11.759 m] ti� C' � H
►�� REMOVE 40' CHAIN
LINK FENCE, INSTALL
NEW ENDPOST
3'[0.914m]
AC Ramping
AC Dike or Curb
CURB OR AC DIKE
END TREATMENT
++++++1++++`+ i �i C`v\ I 'C13 --
�" C� �` r
1 `}+,++++1+al+t%� t, 1 ,�:, U 1 \�� l` I C13
- 1• ,i + + + + 1 , 1 CA
ON
383+50+,/ C9 r
1292.2 STA 383'�'8�:29 jjil
is 9 EP +
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1.00'[.305"m. ]tijt: �:y�� `` t ` 1i
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383+25
1293.02 EP s AT ,;;''�\ ' ',., ', '! ;, '', `` `' , 1 `� •,%`, 2 , � G� _`�- �/ Pz w
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3
383+00
1293.12 EP
SEE SHEET 3
382+75
1293.21 EP
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
10'[3.0.,
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SEE END TREATMENT
DETAIL AT LEFT
OO �--1 u
oo p� ,�qq~• N �C> -, 5O- REMOVE EXISTING SIDEWALK AND REPLACE WITH COMPACTED SOIL AND
cliT❑ MATCH SURROUNDING LANDSCAPING ADJUST EXISTING
`n g - 90°) v�'� tn
^� N N O �� °` GRASS SOD, ,
p�� ��X� �.°�� gM1j' �N n� N LANDSCAPE IRRIGATION AS NECESSARY,
' 1�q q�• AVENUE O1 0-
INSTALL 0,6' (183 MM) AC (TYPE A) OVER 0,5' (152MM) TYPE B
rp PLANT MIXED CEMENT TREATED BASE,
00 `-
3
86SAWCUT AND REMOVE EXISTING AC PAVEMENT, AC DIKE AND/OR PCC CONC
7 3 8 CURB PER PLAN,
REMOVE EXISTING AC PAVEMENT, CONSTRUCT ISLAND OR RETURN WITH
EXISTING MEDIAN CURB 'y TYPE B-1 CURB, SURFACE INSIDE ISLAND WITH 2' (51MM) MIN, AC,
OVER 95% COMPACTED CLASS II BASE,
COLD PLANE AND OVERLAY EXISTING PAVEMENT, MIN, 0,15' DEPTH,
�'y1 �'- 10 ROAD GRADING AND BENCHING AS SHOWN IN DETAIL ON SHEET 4,
A ^ � q�• �q 00 ti0� p� �b0 ^� 0^ a� ^
I~
rn UZD
q^�•� �1�•rli q�•� q�•ti1� v 11 REMOVE EXISTING AC DIKE,
1`tiC)
WZ w 12 INSTALL 4' (102mm) PCC SIDEWALK PER CITY STANDARD 1015,
O U ucj
01 Z
kn 13 INSTALL CASE 'C' WHEELCHAIR RAMP AS SHOWN ON THIS SHEET AND PER A88
W CALTRANS STANDARD PLANS,
A Z U
N ¢ 14 REMOVE AND RELOCATE 6 FT,(1,83M) CHAIN LINK FENCE AND ADJUST TO
6 A CIO
GRADE PER CALTRANS STANDARD PLAN A85 AND PER SPECIAL PROVISIONS,
ra
15 INSTALL ROCK SLOPE PROTECTION (9' 10.229m] NOMINAL ROCK) PER CALTRANS
STANDARD PLANS A62A AND D101, AND PER DETAIL ON THIS SHEET,
GRADE BARE SOIL AREA TO MATCH SURROUNDING IMPROVEMENTS
. 'A
EXISTING STREET R/W o Varies 17 REMOVE AND SALVAGE EXISTING STREET LIGHT PER TRAFFIC SIGNAL PLAN,
IL o
U (200 mm) 0.66' AC DIKE & 18 REMOVE EXISTING TREES AND STUMPS,
27 °O q
PAVEMENT
A z
4'[1.2191 (1.219 m) 19 RELOCATE SIGNS PER SIGNING AND STRIPING PLAN,
7
wo 2
4 20 ADJUST EXISTING PULL BOXES TO GRADE, SEE TRAFFIC SIGNAL PLAN,
U 4.66'[1.42m]
+ INSTALL METAL TYPE III INSTALL CONDUIT AS SHOWN ON PLAN,
� \-•.,\
r --
W FLARED END SECTION 2% MAX 21 INSTALL TRAFFIC SIGNAL PULLBOX PER ES -8 STANDARD
a PER STD. PLAN D94A PLANS,
BASE LINE / NORTH BOUND EXIT RAMP / nF rIr ��GnD vn u`n�,�
SCALE: 1 "= 20'
TYPE OMP PIPE INLET WITH STEEL COVER
PER CALTRANS STD PLAN D-75 FABRICATED
ON 35 DEGREE CMP ELBOW
ELBOW AND COUPLING PER
CALTRANS STD PLAN D97C,
AND TYPE OMP CLEANOUT PER
CALTRANS STD PLAN D75
BENCH MARK: TBM 1.5 T
EL. = 1293.05
LOCATION: NAIL IN STREET
STA 386+49.09 BASELINE AVE.
9.0' LT OF C.L.
- - - - INSTALL CONDUIT AS SHOWN ON PLAN,
`�
15 22 TYPE 170 CONTROLLER CABINET, CONDUITS,AND PULLBOXES PER TRAFFIC
L �; T , ♦ SIGNAL PLAN, SEE TRAFFIC SIGNAL P
LAN (SHEET 2) FOR COMPLETE DETAILS,
23 INSTALL 8' (200mm) TYPE B1 CURB PER A87 STANDARD PLANS,
_ l _ _.
EXISTING 24 INSTALL AND MAINTAIN TRAFFIC CONTROL PER APPROVED PLANS AS DIRECTED
CMP �� BY THE CITY TRAFFIC ENGINEER OR THE STATE REPRESENTATIVE,
_- 24
` 6 0. m
81
2'(0.610 m) 4 (610 ) 25 INSTALL GUARD-RAIL PER STANDARD PLAN A77F, A77J AND RSP A77115, STANDARD PLANS,
(2.438 m) 26 SECTION A -A INSTALL TRAFFIC TYPE JUNCTION STRUCTURE PER CITY STANDARD DETAIL 122,
27
TO SOUTHEAST CORNER DETAIL INSTALL CITY STANDARD 8' CURB AND GUTTER PER CITY STANDARD 1003,
SCALE: N.T.S. 28 CONSTRUCT RETAINING WALL PER DETAIL 'F' THIS SHEET,
V7
LINE TABLE
6102
' OFESS/p
U. Mo�'�F�
LENGTH
BEARING
LINE
FT.
M
DMS
L1
9.63'
2.935 m
S25°00'46"W
L2
28.74'
8.760 m
S30°01'03"W
L3
8.10'
2.469 m
S84°29'12"E
L4
25.01'
7.623 m
N89°58'53"W
L5
19.33'
5.892 m
S30°01'03"W
L6
10.08'
3.072 m
S86°34'52"E
L7
15.25'
4.648 m
N89°58'57"W
L8
23.24'
7.084 m
S44°56'00"W
L9
24.16'
7.364 m
N41 ° 19' 17"E
L10
14.03' 1
4.276 m
S20005'39"E
L11
23.03
7.020 m
N89058'5711W
CURB AT BA
OF RAMP
14'
4.267 m
DRAINAGE TO BE CONSTRUCTED PER
TRACT 15249 GRADING PLANS
BY OTHERS
// i
12 // �G
cp
3 ., .rjl/
4w == 0' 20
�' o• 000
V OO O /41
0
12
20 '
0
° z
-VPP/
0
0 0
0°00
Op000M V Y
0
OOu°pOo°Oo °00°°O° O°°000°°Oo°o°p°°O°Oo°OOo°00° 0 -
°° °°Ooo
7 23 CENTER INLET ON
26 NORTH CURB LINE
12" (0.305 m)MIN. SAWCUT AND RE -PAVE
CASE "C" P DETAIL
G ,
TO BE CONSTRUCTED PER CALTRANS STD. DETAIL A 88A
SCALE: 1 "= 10' p4 i AQ -
(, RAMP
4" (100 mm)PCC SIDEWALK
X29 C, a
9�
CASE "E" DETAIL
TO BE CONSTRUCTED PER CALTRANS STD. DETAIL NO. N8 -B
SCALE: 1"= 10'
�p /
ECR �'� GRADE AREA TO MATCH
_� 6 SURROUNDING ELEVATIONS
MATCH EXISTING FOR SIDEWALK AND RAMP CONSTRUCTION
/ 4 EXISTING
STREET LIGHT
lb
�qt`•1 1295.72 TC 3�4 Q2 REMOVE +/- 150 SF.(13.935 m Z) EXISTING SIDEWALK,
�- CONSTRUCT 350 S.F. (32.515M 2) 4 (100 mm) 4 PCC
1295.05 FL DELTA` SIDEWALK AS DIRECTED BY THE ENGINEER
,
'` 6 EXISTING 5 FT. (1.524 m) SIDEWALK
FC
W 3 pl`� • ' ; - ! ! `' EXISTING SERVICE CABINET, CONDUIT AND PULLBOX TO
7 2 2 3.3 F 1 1� i t� .. BE PROTECTED IN PLACE, SEE TRAFFIC SIGNAL PLAN
4 2
1293.26 FS
C18 C15 G "�
7 9 j (p ALIGN WITH CROSSWALK t ❑ ❑ C(,
L9 L10 1 TYP.
1223.40 X
--- --- -- - ----
^� 0b
0 b
1,`� 2.73 F ', , \ .` ❑ Q EXIST CURB AND GUTTER
I~
O
00
N
N
CABINET "A"
CALTRANS
ST. LT. P.B.
HT=18" 81 B HT=24"
�.
c`1 B
HT=6" HT=6"
CABINET "B" CABINET "C"
DETAIL 711
SCALE: N.T.S.
LEGEND
HT. Varies
�y All Horiz. and Vert.
Steel are #4, 18"
Max O.C.
SECTION B -B
SCALE: N.T.S.
INSTALL 0.6' AC (TYPE A) OVER 0.5' PLANT MIXED
CEMENT TREATED BASE.
t\! 1 1 1\ 1 t
REMOVE EXISTING AC PAVEMENT
+ + + + + + + ++ ' + + + ++ ' ++ ' +++++. + • ' REMOVE EXISTING AC PAVEMENT AND CONSTRUCT
+++++++++
*+++++++++++++++++* ISLAND WITH TYPE B-1 CURB, BACKFILL ISLAND
+++++++++++++++++++ WITH 2" AC PAVEMENT OVER CL -II AB.
�COLD PLANE EXIST AC PAVEMENT TO 2 INCH DEPTH
OVERLAY WITH 2" AC (TYPE B), MATCHING EXISTING
� AND PROPOSED GRADES.
ROCK SLOPE PROTECTION PER D98 -B
CALTRANS STANDARD PLANS
:I 4" (100mm) PCC SIDEWALK
GRADE AREA TO MATCH SURROUNDING
AREAS
SAWCUT AND REMOVE 12 INCHES EXISTING PAVEMENT
REPLACE WITH AC PER CONSTRUCTION NOTE 6.
CONSTRUCTION NOTES
P TYPE B PASSAGE WAY PER ,'�, '� 1 ' ' \ \ , - - - - - - - - TYPE 'F' AC DIKE PER CALTRANS STANDARD PLAN A87,
A88A, AND A88B STD. PLANS
i L7 ® --- C17 _' C19 -___� ^22[0.84m] N 2O- TYPE A2-200 CURB PER CALTRANS STANDARD PLAN A87,
1292,4 L11 1292,E 1292,20 2,1`� � �� ti�
C14 2 �2��� SAWCUT AND REMOVE EXISTING CURB AND GUTTER
C) �• q^� '- j .5 F F �q�qU 1 ,� 1b �� '1 4 INSTALL 44 L.F. (13,5r�) OF 24'(0,610M) CSP WITH CLEANOUT, TYPE OMP,
EXISTING MEDIAN CURB q `�' '� Gj °� O'
'ti ry ti� o I ti ti y U � �q '�' Illy q PER CALTRANS STANDARD PLAN D75 WITH UNIVERSAL ELBOW COUPLINGS
1292.45 FS TOP qM
C -i1 26 CENTER GRATE wpb `' N TO JOIN EXISTING, SEE SECTION A -A ON SHEET 4,
52.00'[15.850m] - � j SEE DETAIL ABO
EXISTING STREETLIGHT TO REMAIN
VE
b~IN OPERATION UNTIL SIGNAL TURN -ON. 17 I 1
1`ti� c� BASELINE STA 3 85+3 ` 13ASE LINE AVE.
O
�>41^�
\\ ti ry
`'Y
O
384
52.00'[15.850m]
19 M 4 83.08' ! w c*0
0\\ 1 1\ 1 1 1 I A o
t \ ` ,, ', i 'i ! 1 ` i 1, l 1 I w
M
20'[6.096m] q� t , \ '\ 1 i ', ; `\ � ` 1 � 1n �, '1 `I `1 1 1 `! 1 '��` � ,I Iti `, ,,, � .,c��,�ti/ 1 � ,, � � ^I/1 ''\ ,��`� 1 1, 1 �\ ,! � � \, '\t j ! i ,-,., ry
1 ,
'1�1/ \ .� ,1 /r.�� t ,� / 1 1 ✓1 1 1 u '' t�
V\
,�/ ^)IY/` \•� t , DI 1 ` ?b/A`'� 1 1 1 \ '�/•\ 1 �' 1 , , ' ! f , t 1' 1 1 t ' � � , � i �i �--1
1 !, , \s
!
(�, • ` 1'V'/
t\'�
1(��•.�'1
l�•..1 , .� '�L� . S ,_ 1q,
1\
. +�+ + +,
---------�- -- - - - , ,
4'[1.219 +
m] ^� � , i \ , �, f
r
STA 384+63.62 SE OFF RAMP
i1
'I
N89058'57"W 385 I I
11
11
+ +
rn ^
,�1�., 35.00 [10.668m]
d+. �y^b '� .off / � d I I � o�
'--' 00 J C) 00
+ u
0 00 U � cn
cn
H rb
38.58' [11.759 m] `" [11.759 m] ti� C' � H
►�� REMOVE 40' CHAIN
LINK FENCE, INSTALL
NEW ENDPOST
3'[0.914m]
AC Ramping
AC Dike or Curb
CURB OR AC DIKE
END TREATMENT
++++++1++++`+ i �i C`v\ I 'C13 --
�" C� �` r
1 `}+,++++1+al+t%� t, 1 ,�:, U 1 \�� l` I C13
- 1• ,i + + + + 1 , 1 CA
ON
383+50+,/ C9 r
1292.2 STA 383'�'8�:29 jjil
is 9 EP +
�O 2
1.00'[.305"m. ]tijt: �:y�� `` t ` 1i
�j �0 1 ' U ►-a
C 1 kn 00
383+25
1293.02 EP s AT ,;;''�\ ' ',., ', '! ;, '', `` `' , 1 `� •,%`, 2 , � G� _`�- �/ Pz w
3
? `� 1, '/ 1 ` `' \ > O 1►' ti`s ` �' �� Wal
3
383+00
1293.12 EP
SEE SHEET 3
382+75
1293.21 EP
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
10'[3.0.,
1 ),O
Q 00
U
cb
ry
w
.4' pct p/;
J 1 4 Q' All) 0-.-
lb
C) O�ti
SEE END TREATMENT
DETAIL AT LEFT
OO �--1 u
oo p� ,�qq~• N �C> -, 5O- REMOVE EXISTING SIDEWALK AND REPLACE WITH COMPACTED SOIL AND
cliT❑ MATCH SURROUNDING LANDSCAPING ADJUST EXISTING
`n g - 90°) v�'� tn
^� N N O �� °` GRASS SOD, ,
p�� ��X� �.°�� gM1j' �N n� N LANDSCAPE IRRIGATION AS NECESSARY,
' 1�q q�• AVENUE O1 0-
INSTALL 0,6' (183 MM) AC (TYPE A) OVER 0,5' (152MM) TYPE B
rp PLANT MIXED CEMENT TREATED BASE,
00 `-
3
86SAWCUT AND REMOVE EXISTING AC PAVEMENT, AC DIKE AND/OR PCC CONC
7 3 8 CURB PER PLAN,
REMOVE EXISTING AC PAVEMENT, CONSTRUCT ISLAND OR RETURN WITH
EXISTING MEDIAN CURB 'y TYPE B-1 CURB, SURFACE INSIDE ISLAND WITH 2' (51MM) MIN, AC,
OVER 95% COMPACTED CLASS II BASE,
COLD PLANE AND OVERLAY EXISTING PAVEMENT, MIN, 0,15' DEPTH,
�'y1 �'- 10 ROAD GRADING AND BENCHING AS SHOWN IN DETAIL ON SHEET 4,
A ^ � q�• �q 00 ti0� p� �b0 ^� 0^ a� ^
I~
rn UZD
q^�•� �1�•rli q�•� q�•ti1� v 11 REMOVE EXISTING AC DIKE,
1`tiC)
WZ w 12 INSTALL 4' (102mm) PCC SIDEWALK PER CITY STANDARD 1015,
O U ucj
01 Z
kn 13 INSTALL CASE 'C' WHEELCHAIR RAMP AS SHOWN ON THIS SHEET AND PER A88
W CALTRANS STANDARD PLANS,
A Z U
N ¢ 14 REMOVE AND RELOCATE 6 FT,(1,83M) CHAIN LINK FENCE AND ADJUST TO
6 A CIO
GRADE PER CALTRANS STANDARD PLAN A85 AND PER SPECIAL PROVISIONS,
ra
15 INSTALL ROCK SLOPE PROTECTION (9' 10.229m] NOMINAL ROCK) PER CALTRANS
STANDARD PLANS A62A AND D101, AND PER DETAIL ON THIS SHEET,
GRADE BARE SOIL AREA TO MATCH SURROUNDING IMPROVEMENTS
. 'A
EXISTING STREET R/W o Varies 17 REMOVE AND SALVAGE EXISTING STREET LIGHT PER TRAFFIC SIGNAL PLAN,
IL o
U (200 mm) 0.66' AC DIKE & 18 REMOVE EXISTING TREES AND STUMPS,
27 °O q
PAVEMENT
A z
4'[1.2191 (1.219 m) 19 RELOCATE SIGNS PER SIGNING AND STRIPING PLAN,
7
wo 2
4 20 ADJUST EXISTING PULL BOXES TO GRADE, SEE TRAFFIC SIGNAL PLAN,
U 4.66'[1.42m]
+ INSTALL METAL TYPE III INSTALL CONDUIT AS SHOWN ON PLAN,
� \-•.,\
r --
W FLARED END SECTION 2% MAX 21 INSTALL TRAFFIC SIGNAL PULLBOX PER ES -8 STANDARD
a PER STD. PLAN D94A PLANS,
BASE LINE / NORTH BOUND EXIT RAMP / nF rIr ��GnD vn u`n�,�
SCALE: 1 "= 20'
TYPE OMP PIPE INLET WITH STEEL COVER
PER CALTRANS STD PLAN D-75 FABRICATED
ON 35 DEGREE CMP ELBOW
ELBOW AND COUPLING PER
CALTRANS STD PLAN D97C,
AND TYPE OMP CLEANOUT PER
CALTRANS STD PLAN D75
BENCH MARK: TBM 1.5 T
EL. = 1293.05
LOCATION: NAIL IN STREET
STA 386+49.09 BASELINE AVE.
9.0' LT OF C.L.
- - - - INSTALL CONDUIT AS SHOWN ON PLAN,
`�
15 22 TYPE 170 CONTROLLER CABINET, CONDUITS,AND PULLBOXES PER TRAFFIC
L �; T , ♦ SIGNAL PLAN, SEE TRAFFIC SIGNAL P
LAN (SHEET 2) FOR COMPLETE DETAILS,
23 INSTALL 8' (200mm) TYPE B1 CURB PER A87 STANDARD PLANS,
_ l _ _.
EXISTING 24 INSTALL AND MAINTAIN TRAFFIC CONTROL PER APPROVED PLANS AS DIRECTED
CMP �� BY THE CITY TRAFFIC ENGINEER OR THE STATE REPRESENTATIVE,
_- 24
` 6 0. m
81
2'(0.610 m) 4 (610 ) 25 INSTALL GUARD-RAIL PER STANDARD PLAN A77F, A77J AND RSP A77115, STANDARD PLANS,
(2.438 m) 26 SECTION A -A INSTALL TRAFFIC TYPE JUNCTION STRUCTURE PER CITY STANDARD DETAIL 122,
27
TO SOUTHEAST CORNER DETAIL INSTALL CITY STANDARD 8' CURB AND GUTTER PER CITY STANDARD 1003,
SCALE: N.T.S. 28 CONSTRUCT RETAINING WALL PER DETAIL 'F' THIS SHEET,
V7
P,60510n tO Install retainlnq wall,
6102
' OFESS/p
U. Mo�'�F�
,o
BASELINE AVENUE AT I-15 NB EXIT RAMP WIDENING PLAN
DRAWING OF RECORD
6/02/y
b �-
iLl m
;U
DRAWN BY-
E.F.S.
DETAILS
SCALE:
* No. C 40964
AS SHOWN
Exp. 3-31-03
ll?.civet
T
��iE.F.S.
DESIGNED BY-
E.F.S.
DATE:
F o���
,�„•
610210
CHECKED BY:
APPR D BY:
DRAWING NO.:
4
OF c A- ��
Date
FELIPE U. MOLINOS, R.C.E. 40964
r
2313
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
Prepared Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
' OFESS/p
U. Mo�'�F�
BASELINE AVENUE AT I-15 NB EXIT RAMP WIDENING PLAN
iLl m
;U
DRAWN BY-
E.F.S.
DETAILS
SCALE:
* No. C 40964
AS SHOWN
Exp. 3-31-03
ll?.civet
T
��iE.F.S.
DESIGNED BY-
E.F.S.
DATE:
F o���
,�„•
610210
CHECKED BY:
APPR D BY:
DRAWING NO.:
4
OF c A- ��
Date
FELIPE U. MOLINOS, R.C.E. 40964
r
2313
8
CITY ENGINEER R.C.E. 51152 ATE