HomeMy WebLinkAbout4144-4W
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BENCH. .MARK:
See Plan & Profile Sheets.
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14 21' & VAR. 36'
SEE PLAN ##'
5' Q 34.5'
Oki
a. Y fi c�
O;G,.. TYP.... . 1. - 8
5 29
.. 04
V. E 67 61.
_
VAR. C,4
O O'
- - - .�AR� 2 9b R
-VAR. VARIES-
-,_ 15 �
.7 O.G. (Type)
## _ (0.1.2' THK.) COLD PLANE
® ONLY AT LOCATIONS SHOWN ON PLAN & A.C. OVERLAY (L EVEUNG)
FROM LT. STA. 23+8.6.50 TO LT. STA. 26+00.00 FROM RT. STA. ' 23+86.60 TO RT. STA. 25+30.0.0
TYPICAL SECTION.
SAN 13 NARD:IN.O AVENUE
AT :LIVE OAK AVEN USE
&tv
1.2' 12' 16'
fi O.G. (n?.)
6.5'
F
-2% & -VAR. '- VAR. ) . 8%
- - - - - VARIES
_ _ _ --.�. TO -2, 2---%- 2:1 TYP. IN
._. _ CUT OR FILL-�• � _ �� -' �- � �;: z'i� - c+ eLi: :si,rk `��v.
2 21
3
## = COLD _ PLANE (0.12'. THK.) AT 12' RT.
IL 14 L -II
do a. 6 Y VARIES O.G. (Type)
�_ a Ty•
w
N r
O.G. , (TYP.) 8
V O Y
F.
-2% & _ AR. VAR. 1.8X
--- -- VARIES ---� . TO ,3,5 2:1 TYP, IN
CUT OR . FILL
= ## COLD PLANE (0.12' THK.) AT. 12" RT.
TO (0.00''71714K.) AT IW-: RT. OF ' C.L
FROM RT. OF STA. 20+00.00 TO RT. OF STA. 20-+75.00
TYPICAL SECTION
z SAN BERNARDINO AVENUE
AT LIVE OAK AVENUE
cn
AGGREGATE BASE
.
IMPROVEMENT
XC. =
ASPHALT CONCRETE
z
ORIGINAL GROUND
B.C.R. =
BEGIN CURB RETURN
P.L. =
PROPERTY LINE
B.P.R. =
BEGIN PAVEMENT RETURN
P.G. =
PROFILE GRADE
409 22' _ 27'
CATCH BASIN
Z
PORTLAND CEMENT CONCRETE
C.L. =
VARIES
R/W =
RIGHT OF WAY
0
ELECTRIC UNE
SD CO =
STORM DRAIN CLEANOUT
D.E. =
DRAINAGE EASEMENT
SUR. =
SURVEY -
a
1`8' _ 23'
4'
TOP OF CURB.
2,
O.G. (TYP.)
SEE PLANZ
T.R.E. =
TEMPORARY RIGHT OF ENTRY
E.P.R. - =
END PAVEMENT RETURN
O.G. (Type)
J
U'
V
a
%
tW
in
_2.%
VARIES -BAR.
�-- -_ - - =-�..; ''VAR,
-
2:1 TYP. IN
CUT OR FILL
0
3
8
.
1.08'
0 ONLY AT LOCATIONS SHOWN ON PLAN
4%.
FROM RT. OF STA. 17+00.00 TO RT. OF STA.
20+00.00
TYPICAL S ECTI ON
SAN BERNARDINO AVENUE
AT LIVE OAK AVENUE
ABBREVIATIONS' -LEGEND:
A.B. =
AGGREGATE BASE
IMP. =
IMPROVEMENT
XC. =
ASPHALT CONCRETE
O.G. =
ORIGINAL GROUND
B.C.R. =
BEGIN CURB RETURN
P.L. =
PROPERTY LINE
B.P.R. =
BEGIN PAVEMENT RETURN
P.G. =
PROFILE GRADE
CB =
CATCH BASIN
P.C.C. =
PORTLAND CEMENT CONCRETE
C.L. =
CENTER LINE
R/W =
RIGHT OF WAY
- E
ELECTRIC UNE
SD CO =
STORM DRAIN CLEANOUT
D.E. =
DRAINAGE EASEMENT
SUR. =
SURVEY -
E.C.R. =
END CURB .RETURN
T.C. =
TOP OF CURB.
E.P. _
EDGE. OF PAVEMENT
T.R.E. =
TEMPORARY RIGHT OF ENTRY
E.P.R. - =
END PAVEMENT RETURN
(SEE PLAN) FOR DETAILS
FROM RT. STA. 1.1 +46:00 TO RT. STA. 12+17.50
DIMENSION SHOWN
IS MIN. - SEE PLAN . 20' 12' 12' 10' 8'
O.G.' (TYP.)
a.
_2 2:1 TYP. IN
2.1 TYP. IN --- & VAR.. �---- --..' AR.
CUT OR MILL CUT OR- FILL
21 3 3 21
O.G. (TYP.) -15
FROM LT. STA. 10+74.55 TO LT. STA. 11+46.00 FROM RT. STA. 10+53.50 TO RT. STA. 11+46.00
TYPICAL SECTION
LIVE OAK AVENUE
AT SAN BERNARDINO AVENUE
# = (0.10' THK.) COLD PLANE &
(0.12' THK,) .A.C. OVERLAY
alft
. v
5' , Q
• 1.
> Y O.G. (Type)
-_ - .
U G.
2:1 ' TYP. IN . - � & . VAR. -2�
CUT OR FlLL - �,,;,.;:, _
6'
21 2 21
## = COLD PLANE 0.10' THK.) AT C.L. 15 3 3 15
TO (0.00' THK) AT 6' LT. OF C.L
FROM LT. STA. 8+75.00 TO LT. STA. 9+24.54 FROM RT. STA. 9+29.40 TO RT. STA. 9+66.00
TYPICAL. SECTION
LIVE OAK AVENUE
AT SAN BERNARDINO AVENUE
SEE.)
- -
. P 14' Q
0 G. (TY .) SEE PLAN'
6 a.
- - - 5' j.08.s -
� J04
vo
2:1 TYP. IN -- 2
VAR. _
CUT OR FILL - - -
---- 6-
7. - 2
3
#'# COLD- PLANE _0.12' THK.) AT C.L
TO (0.00 THK.) AT 6 LT. OF C.L
FROM LT. STA. 8+00:00 TO L -T. STA. 8+75.00
TYPICAL SECTION.
LIVE OAK AVEN U E
AT SAN' BERNARDINO AVENUE
O.G. (rte.)
d k Bio w�
WiY p
CL No. 31490 C
Exp. 12/31/06
MARK CHANGES
TFCtVI�
NO CHANGES RESIDENT ENGINEER DATE .OF GA1-ISP .
FE
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CONSTRUCTION & UNDERGROUND UTILITY LEGEND
O CONSTRUCTION NOTES:
1 SAW CUT & REMOVE existing concrete or asphalt concrete surfacing.
2 COLD PLANE existing asphalt concrete surfacing' per
Typical Section on Sheet 4
3 PLACE (0.60' Thk.) Asphalt Concrete over Compacted Native.
6 PLACE (Variable Thk.) Asphalt Concrete over existing pavement
per Typical Section on Sheet 4
7 PLACE (0.25' Thk.) Asphalt Concrete (Misc. Area)
8 PLACE Asphalt Concrete Dike per County Std. 117
9 PLACE Asphalt Concrete Dike to Clear Manhole as Directed by the Engineer.
11 CONSTRUCT Residential D/W with Depressed Dike App. per Sp. Dwg. 135a
13 CONSTRUCT Commercial D/W with Curb & 6' Approach per -Sp. Dwg. 136b
13a CONSTRUCT Commercial D/W with -Curb & TO' Approach per Sp. Dwg. 136c
14 CONSTRUCT a Thk. Concrete Sidewalk or Driveway. Width to match existing.
15 CONSTRUCT Er Curb and Gutter per -County Std. 115
16- CONSTRUCT 8" to 12" - Curb and Gutter per County Stds. 1'15 & 203
21 CONSTRUCT Type rC" Sidewalk per County Std. 109
22 CONSTRUCT Concrete Sidewalk & Ramp per Special Dwg. 110
23 CONSTRUCT Asphalt Concrete Sidewalk & Ramp per Special Drawing 111
26 CONSTRUCT Type A Catch Basin per Special Dwg. 206 & Special Dwg. 203
27 CONSTRUCT Drainage -Structure per Details on Sheet 5.
For Notes and Reinforcement at Manholes refer to County Std. 210A
29 CONSTRUCT 4' x 1' RCB with Flat Invert (using i 0' maximum earth
cover as shown in the reinforcement table) per State Std. D80A, D80B & D82
31 CONSTRUCT Box Culvert Wingwrall (Type D) per State Std. D85
33 INSTALL 3W Manhole Frame & Cover (Roadway) per County Std: 205
.34 INSTALL 36' Manhole Frame .& Cover (Parkway) per County Std. 205A
36 PLUG. END & REMOVE a portion of existing pipe.
37 REMOVE Existing Concrete
38 RESET Post. See Details and Cast Iron Post Notes on Sheet 5.
39 -RESET- Mailbox
40 REMOVE Existing & INSTALL Temporary Chain Link Fence (including gates) at
the location shown. See Chain Link Fence Summary on Sheet 2.
41 INSTALL Chain Link Fence along the R/W or at the location shown per
Caltrans Standard A85. See Chain Link Fence Summary on Sheet 2
45 ADJUST .Manhole Frame & Cover to Grade.
U Utilities to be RELOCATED By Others
( See Note U. of General Notes on Sheet No. 1 )
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COUNTY OF SAN BERNARDINO SAN BERNARDINO AVENUE
U)
DEPARTMENT OF PBLIC WORKS0
AT LIVE OAK AVENUE
DRAWN BY DESIGNED BY PROJ. ENGR. RECOMMENDED /APPROVED BY m
GJM GJM CS TYPICAL SECTIONS & En
l� d MISCELLANEOUS DETAILS
SUBMITTED BY ASSISTANT DIRECTOR DATE E
d J.L..REF. INTO. NO. SCALE SHT. NO. TOT. SHT'S.
CHIEF- DESIGN 'ENGINEER: D : TE =DIRECTOR Q P ' DL1C WORKS' ATE tIL 8ZZ7 HF0013 AS SH�INN 4 -
ASPHALT CONCRETE OVERLAY
C'ia .-•ti.t"j sY.--F-72
ASPHALT CONCRETE PAVEMENT
PORTLAND CEMENT CONCRETE
GRADED EARTH
PROPOSED SLOPE
EXISTING SLOPE
G
GAS LINE
S
-SEWER MAIN
v
WATER LINE
- E
ELECTRIC UNE
T
TELEPHONE ' LINE
O CONSTRUCTION NOTES:
1 SAW CUT & REMOVE existing concrete or asphalt concrete surfacing.
2 COLD PLANE existing asphalt concrete surfacing' per
Typical Section on Sheet 4
3 PLACE (0.60' Thk.) Asphalt Concrete over Compacted Native.
6 PLACE (Variable Thk.) Asphalt Concrete over existing pavement
per Typical Section on Sheet 4
7 PLACE (0.25' Thk.) Asphalt Concrete (Misc. Area)
8 PLACE Asphalt Concrete Dike per County Std. 117
9 PLACE Asphalt Concrete Dike to Clear Manhole as Directed by the Engineer.
11 CONSTRUCT Residential D/W with Depressed Dike App. per Sp. Dwg. 135a
13 CONSTRUCT Commercial D/W with Curb & 6' Approach per -Sp. Dwg. 136b
13a CONSTRUCT Commercial D/W with -Curb & TO' Approach per Sp. Dwg. 136c
14 CONSTRUCT a Thk. Concrete Sidewalk or Driveway. Width to match existing.
15 CONSTRUCT Er Curb and Gutter per -County Std. 115
16- CONSTRUCT 8" to 12" - Curb and Gutter per County Stds. 1'15 & 203
21 CONSTRUCT Type rC" Sidewalk per County Std. 109
22 CONSTRUCT Concrete Sidewalk & Ramp per Special Dwg. 110
23 CONSTRUCT Asphalt Concrete Sidewalk & Ramp per Special Drawing 111
26 CONSTRUCT Type A Catch Basin per Special Dwg. 206 & Special Dwg. 203
27 CONSTRUCT Drainage -Structure per Details on Sheet 5.
For Notes and Reinforcement at Manholes refer to County Std. 210A
29 CONSTRUCT 4' x 1' RCB with Flat Invert (using i 0' maximum earth
cover as shown in the reinforcement table) per State Std. D80A, D80B & D82
31 CONSTRUCT Box Culvert Wingwrall (Type D) per State Std. D85
33 INSTALL 3W Manhole Frame & Cover (Roadway) per County Std: 205
.34 INSTALL 36' Manhole Frame .& Cover (Parkway) per County Std. 205A
36 PLUG. END & REMOVE a portion of existing pipe.
37 REMOVE Existing Concrete
38 RESET Post. See Details and Cast Iron Post Notes on Sheet 5.
39 -RESET- Mailbox
40 REMOVE Existing & INSTALL Temporary Chain Link Fence (including gates) at
the location shown. See Chain Link Fence Summary on Sheet 2.
41 INSTALL Chain Link Fence along the R/W or at the location shown per
Caltrans Standard A85. See Chain Link Fence Summary on Sheet 2
45 ADJUST .Manhole Frame & Cover to Grade.
U Utilities to be RELOCATED By Others
( See Note U. of General Notes on Sheet No. 1 )
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COUNTY OF SAN BERNARDINO SAN BERNARDINO AVENUE
U)
DEPARTMENT OF PBLIC WORKS0
AT LIVE OAK AVENUE
DRAWN BY DESIGNED BY PROJ. ENGR. RECOMMENDED /APPROVED BY m
GJM GJM CS TYPICAL SECTIONS & En
l� d MISCELLANEOUS DETAILS
SUBMITTED BY ASSISTANT DIRECTOR DATE E
d J.L..REF. INTO. NO. SCALE SHT. NO. TOT. SHT'S.
CHIEF- DESIGN 'ENGINEER: D : TE =DIRECTOR Q P ' DL1C WORKS' ATE tIL 8ZZ7 HF0013 AS SH�INN 4 -