HomeMy WebLinkAboutDIAMOND BAR BL (35)PROJECT LOCATION
R.D. 112 W.S. N 39
T.G. 97 A1,2
VICINITY MAP
CONVENTIONAL SYMBOLS
FOR EXISTING TOPOGRAPHY
CURB --------
CURB 8& GUTTER
GUTTER
PAVEMENT . CONCRETE
MACADAM
WALK
FEDERAL AID URBAN PROJECT N0. M- L382(001)
INDEX OF SHEETS
Lo S ANGELE S ClOUNTy SHEET N0. I TITLE SHEET
SHEET N0.2 TYPICAL SECTIONS
SHEET N0.3-9 PLAN 8 PROFILE
PLANT TRAFFIC SIGNAL PLANS
n,v jr IV 11VILE-JIN i
CASH CONTRACT N0. 3093
07 -LA -DOT -(H)-5-79-064
DIAMOND BAR BOULEVARD
GOLDEN SPRINGS DRIVE TO GRAND AVENUE
TOTAL LENGTH 131 M I LE S
KEY MAP
BARRICADE X X X sCALE: 1 = 600' CONSTRUCTION NOTES
BUILDINGR
INDICATES TREE TO BE REMOVED
hDEAD MAN, GUY POLE 8
rE ABOVE THE LINE, INDICATES DISTANCE BACK OF APRON ANDyy ' d'
MM FENCE x X ----X
WIDTH .OF CONSTRUCTION BEHIND APRON. FIRE HYDRANTW
I1'mm
W``J
BELOW THE LINE, INDICATES THICKNESS AND TYPE OF SURFACEWooMANHOLE:.
PIPE I cMATERIAL BEHIND APRON.
I POLE O LEFT OF THE LINE, INDICATES q- STA. OF DRIVEWAY APRON.
I R. R. RING POST ® _
RIGHT OF THE LINE, INDICATES DRIVEWAY WIDTH "W" OF APRON
SIGN AND RESIDENTIAL OR COMMERCIAL TYPE DRIVEWAY.
Y I SIGNAL CONTROL BOX
SIGNAL
S-14C" ABOVE THE LINE INDICATES THE TYPE OF STANDARDLFLASHING
OR THICKNESS OF SURFACE MATERIAL IN INCHES.
TRAFFIC
I STANDPIPE a OSeel)etcCil A',8 BELOW THE LINE, REFERENCE TO DETAIL OR
THICKNESS OF BASE MATERIALS IN INCHES. STREET LIGHT -- -
W
N
TREES PALM 9 REVERSE TAPER.
W I
OTHER 0_ .
ZVALVE PARABOLIC FLARE. I
WALLS BRICK tr CURVE DATA SHOWN IN TABLE ON PLAN.
z ml CONCRETE - 19 SEE STANDARD PLAN 33-01
STONE
d til WELL OR VAULT GENERAL_ DRAINAGE NOTES o X APPROVED
WrAx -- — -- I4as i — D
1. ALL DRAINAGE CONSTRUCTION SHALL BE PER L.A.CO.F.C.D SUBMITT o w -GWHEELCHAIRRAMPSTANDARDDRAWINGSUNLESSOTHERWISENOTED. W 61VI l NM1 ff - MITN DIVIO GATE
ZIvIi
2. ALL CATCH BASIN CURB AND GUTTER SHALL BE _ AS BUILT PLANS REVIEWED --/ 3 - ---
W CONSTRUCTED PER L.A. CO.R.D. STANDARD PLAN 66 03 M. '
s 16N TION A DA
UNLESS, OTHERWISE NOTED. '
f
o- - o omon
3. A.C.PIPE WITH A D -LOAD 1.5 TIMES THE INDICATED R.C.P. _- NAME DIAMOND BAR -BLVD.
O D -LOAD IS AN ACCEPTABLE ALTERNATE FOR R.C.P. 42" DATE By PROJECT [SHEET -I OF 9=- SHTS
OR LESS IN DIAMETER. - REVISIONS_- NUMBER IDWG. NO.
CONSTRUCTION LEGEND
ITEMS UNDERLINED TO BE CONSTRUCTED
1 PORTLAND CEMENT CONCRETE CURB AND GUTTER.
20 PORTLAND CEMENT CONCRETE CURB.
3 TYPE I ASPHALT CONCRETE CURB.
PORTLAND CEMENT CONCRETE GUTTER.
4" PORTLAND CEMENT CONCRETE SIDEWALK.
6" PORTLAND CEMENT CONCRETE SIDEWALK.
O7 PORTLAND CEMENT CONCRETE PAVEMENT ON BASE MATERIAL.
8 TYPE I ASPHALT CONCRETE PAVEMENT
9 TYPE I ASPHALT CONCRETE PAVEMENT ON BASE MATERIAL.
10 TYPE I ASPHALT CONCRETE PAVEMENT, VARIABLE THICKNESS.
II TYPE II ASPHALT CONCRETE PAVEMENT.
I@ TYPE II ASPHALT CONCRETE PAVEMENT ON BASE MATERIAL.
I3 TYPE II ASPHALT CONCRETE PAVEMENT, VARIABLE THICKNESS.
DRIVEWAY.
15 ALLEY INTERSECTION,
16 CROSS GUTTER.
17 INTERSECTION DETAILS AS SHOWN ON SHEET INDICATED.
18 DRAINAGE SYSTEM AS SHOWN ON SHEET INDICATED.
19 HOUSE WALK AND STEPS AS SHOWN ON HOUSE WALK AND STEP LIST.
WHEELCHAIR RAMP
BARRICADE X X X sCALE: 1 = 600' CONSTRUCTION NOTES
BUILDINGR
INDICATES TREE TO BE REMOVED
hDEAD MAN, GUY POLE 8
rE ABOVE THE LINE, INDICATES DISTANCE BACK OF APRON ANDyy ' d'
MM FENCE x X ----X
WIDTH .OF CONSTRUCTION BEHIND APRON. FIRE HYDRANTW
I1'mm
W``J
BELOW THE LINE, INDICATES THICKNESS AND TYPE OF SURFACEWooMANHOLE:.
PIPE I cMATERIAL BEHIND APRON.
I POLE O LEFT OF THE LINE, INDICATES q- STA. OF DRIVEWAY APRON.
I R. R. RING POST ® _
RIGHT OF THE LINE, INDICATES DRIVEWAY WIDTH "W" OF APRON
SIGN AND RESIDENTIAL OR COMMERCIAL TYPE DRIVEWAY.
Y I SIGNAL CONTROL BOX
SIGNAL
S-14C" ABOVE THE LINE INDICATES THE TYPE OF STANDARDLFLASHING
OR THICKNESS OF SURFACE MATERIAL IN INCHES.
TRAFFIC
I STANDPIPE a OSeel)etcCil A',8 BELOW THE LINE, REFERENCE TO DETAIL OR
THICKNESS OF BASE MATERIALS IN INCHES. STREET LIGHT -- -
W
N
TREES PALM 9 REVERSE TAPER.
W I
OTHER 0_ .
ZVALVE PARABOLIC FLARE. I
WALLS BRICK tr CURVE DATA SHOWN IN TABLE ON PLAN.
z ml CONCRETE - 19 SEE STANDARD PLAN 33-01
STONE
d til WELL OR VAULT GENERAL_ DRAINAGE NOTES o X APPROVED
WrAx -- — -- I4as i — D
1. ALL DRAINAGE CONSTRUCTION SHALL BE PER L.A.CO.F.C.D SUBMITT o w -GWHEELCHAIRRAMPSTANDARDDRAWINGSUNLESSOTHERWISENOTED. W 61VI l NM1 ff - MITN DIVIO GATE
ZIvIi
2. ALL CATCH BASIN CURB AND GUTTER SHALL BE _ AS BUILT PLANS REVIEWED --/ 3 - ---
W CONSTRUCTED PER L.A. CO.R.D. STANDARD PLAN 66 03 M. '
s 16N TION A DA
UNLESS, OTHERWISE NOTED. '
f
o- - o omon
3. A.C.PIPE WITH A D -LOAD 1.5 TIMES THE INDICATED R.C.P. _- NAME DIAMOND BAR -BLVD.
O D -LOAD IS AN ACCEPTABLE ALTERNATE FOR R.C.P. 42" DATE By PROJECT [SHEET -I OF 9=- SHTS
OR LESS IN DIAMETER. - REVISIONS_- NUMBER IDWG. NO.
T -` Y—_ _._------- ---- _ --- -- -- -- ---- - _------- -- - - - - — -- — - - ----- --- -- -- ---- --- -- ----- 3 -
60 or 50 60 or 50'-
6--;-Var
0 -
6` - - - -- Var. - - - Var. --
Var. Var. 8' 2'
r-_-__-_--- -_- Join -_- -- - - _-- - - - -
Grade Line as Shown on Profile-----N-
It1141
t I 1 y2 Future A. C. Pvmt. I I /2 Future A.C. Pvmt.
I
A-2 8
Itt
I
Exist. A.C. Pvmt. _
9 4 Exist. Curb 81 Gutter
4' Crushed Miscellaneous Base (CMB) -
Sta. 42+00 to Sta. 54+50
60 - - - - 60 3
a: 6
481
48 0:
2` - 8` Var. 2' Join - -
o - Grade Line as Shown on -ProfileProfile4' --------+--- —------- -__ - - - tt
O - --- - - - - - - Aer t -
a, 1i "Future A.C. Pvmt. LU
CV
I
I A-2 Exist. A. C. Pvmt.
4"PMB -- - - - - - Exist. Curb BI Gutter
m 9
4'' Crushed Miscellaneous Base (CMB) on
7 Processed -Miscellaneous Base (PMB)
Sta. 33+86 -to Sta. 39+50
Sta. 40186 to Sta. 42+00
acs ---_-----310- - _____ _----- - - - - --- -
i 6'
60
48 48'
60 3
Join 2' 8' 12' 2'
Future A.C. Pvmt.
Per # Grade Line as Shown on Profile
8
410 in-
A-2 - 1E
4 PMB
I - Exist. A.C. Pvmt. ' I
It - - - - ----- - - - - L J
w ! _ _ __ _ _ _ _
4' Crushed Miscellaneous Base (CMB) on
W __ _ - * _ _ _ _ _ _ _ - - 7"Pro-_essed Miscellaneous Base.(PMB) Exist. Curb 81 Gutter
1K 4b
Sta. 27+00 to Sta. 33+86
Sta. 39150 to Sta. 40f86
6'-Sta. 2411165 to Sta. 25475
10'- Sta. 21+75 to Sta. 23+75 - -
3 - - 60' 60' 3
NI
X 48 48 Cr
u ------ - __-_- _- - - - 8ar. 8 6 - 12 2
1 % Future A.C. Pvmt. V C Var. I1/2 Future A.C. PvmtJoinB_3 B_2
Or 4" PMB W 4'
PMfasGradeLineasShownonProfili/Ie- 5 or ' SelMata ted
W I----'--- -- 2V82 Grade Linehown on Profile
t _
N 8 2Y2 Join
Exist. A.C. Pvmt. - - --
A-2
I—-- —— — — ------- Exist.
J
4" PMB - Exist. A.C_ Pvmt. e
L
4 - - - - - - =- IQ IQ@44 Exist. Curb & Gutter
MB) on Crushed Miscellaneous Base (CMB) on
W - _ =fiL - - 7" Processed Miscellaneous Base (PMB) 10" Processed Miscellaneous Base (PMB) - - - -
W Sta. 21+75 to Sta. 25+75
IL
r - - - - - - - - - t -------- ---------- -- -- -.-- -- --r---------r ---
t---------F—-- - - - - ----- --- - --
REVIEWED
DESIGN
60' 60`
Cr. 50' or Var. 50' or Var.
2` 12' 7' Var. Var. 7' 12' 2`
10
3.. _ 2" T
2tt 3a
t0
tt
3
Join Join
J_ Exist. Curb & Gutter _
L
Exist. A.C. Pvrnt
Exist. Curb 81 Gutter - Exist. Curb & Gutter
DIAMOND BAR= BLVD.
3 50'
t
50'
6 42 42' 6'
2' Var. - Var 2' a:
I Y' Future A.C. Pvmt
8
Var Slope— /4her t V4 per ` Var. Slope
Jorn ---------- ______ Join
Exist. A.C. Pvmt.
f [9 4
4'Crushed Miscellaneous Base (CMB)
Sta. 54+50 to Sta. 79162.2
3 50'
42`
L
Exist. A.C. Pvmt. ,
r—2'or Var.
i
8 1
Q A-2
or Exist
50'
42
2'
IT—
LJ
Exist. A.C. Pvmt.
nv
4"
9
16" Crushed Miscellaneous Base CMB)
GRAND AVE.
Sta. 100+65 to Sta. 103+65
AS BUILT PLANS
LOS ANGELES COUNTY ROAD DEPARTMENT
DESIGN PROJE
NAME
cT DIAMOND BAR BL.
DIVISION LIMIT's GOLDEN SPRINGS DR./ GRAND AV.
DATE BY PROJECT 3093
SHEET 2 OF 9 SHTS.
AWG'
REVISIONS SCALE VERT. NONEVERT. NUMBER NO.
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