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FACE OF NORTH
ABUTMENT WALL
6" PREFORATED
DRAIN PIPE
ALONG ABUTMENT u u TYPICAL ROADWAY SECTION A `=' `-f
0.5'_ 11-
TYPO
40'
24' w 1 24'
io
1' 48'
OVERLAY EXISTING PAVEMENT
(N.E. 3RD STREET WIDENING)
(LOOKING AHEAD ON STATIONS)
*A - VARIES 16.5' TO 0' (STA. N.E. 3RD 18 +20 LT. TO STA N.E. 3RD 18 +80 LT.) ** ROCK WALL VARIES 2' TO 8' MAX. SEE STD. PLAN D017
*B - VARIES 16.5' TO 0' (STA. N.E. 3RD 18 +20 RT. TO STA N.E. 3RD 19 +40 RT.) (STA N.E. 3RD 17 +00f LT. TO STA N.E. 3RD 18 +40t LT.)
VAKItJ— 8
5' VARIES
VARIES 8'
EXISTING PLANTER EXISTING CURB
I I & SIDEWALK
ma -41- 2211
I
VARIES 43' TO 51' _
EXISTING PAVEMENT I EXISTING PAVEMENT
VARIES 81' TO 89'
OVERLAY EXISTING PAVEMENT
'CANING
DETAIL
TYPICAL ROADWAY SECTION B
(SUNSET BLVD. N. WIDENING)
STA. SR 900 13 +50 LT. TO STA. SR 900 16 +30 LT.
(LOOKING AHEAD ON STATIONS)
Ot
FACE OF SOUTH
ABUTMENT WALL 7(
6(
5(
4(
80
70
60
50
40
15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50
k
&ONG ABUTMENT
N.E. 3RD PROFILE
1 " =40'H
1 " =10'v
CONSTRUCTION NOTES
O1
2" ASPHALT CONCRETE CLASS B
O2
7" ASPHALT CONCRETE CLASS E
O3
6" CRUSHED SURFACING BASE COURSE
O
COMPACTED SUBGRADE
O5
CEMENT CONCRETE CURB AND GUTTER
O6
4" CEMENT CONCRETE SIDEWALK
O7
RESTORE LANDSCAPED AREA
O
ROCKERY (8' MAX.)
CURB RAMP NOTES:
B4-1 2" 1. CURB RAMP SHALL NOT BE POURED INTEGRAL WITH SIDEWALK OR PAVEMENT AND SHALL
MAX B � BE ISOLATED BY THROUGH JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP
ADJACENT TO ROADWAY PAVEMENT.
2. CURB RAMP SHALL NOT HAVE COLOR PIGMENTS ADDED.
'(a A A su A A 3. THE CENTER RAMP SECTION SHALL HAVE A COARSE TEXTURED SURFACE OBTAINED BY A
3/4" 9 -11 FLATTENED EXPANDED METAL MESH BEING PRESSED INTO THE STILL FRESH
CONCRETE. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO
THE CURB. THE TRIANGULAR WING SECTIONS SHALL HAVE A SLIGHTLY BRUSHED FINISH,
B 4a I i B � PARALLEL TO THE CURB.
3' 3' 1-3'- 6' 3' 6' 4. MINIMUM LATERAL CLEARANCE FROM INLETS, POLES, HYDRANTS AND OTHER ABOVE GROUND
OBSTACLES SHALL BE 1 FOOT TO THE SCORED PORTION OF THE RAMP.
TYPE I TYPE 11
6' 0' OR 4'
3' OR 6' 3' 3' OR 6' SCORE
T T LINE (TYP.)
W
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CW PAVEMENT
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SECTION A -A SECTION B -B
CURB RAMP DETAILS 17-
N.T.S.
Awk ALPHA Engineering Group, Inc.
70
60
50
40
ROCKERY PROFILE
(STA. N.E. 3RD 17 +00t LT. TO STA. N.E. 3RD 18 +40t LT.)
1 " =20'H 1 " =10'V
10'
2'- PLANE BITUMINOUS
PAVEMENT
---------- j
L----- - - - - --
BITUMINOUS PLANING DETAIL
q?yw° A��co''1'Gs
A 11502 •p �
E RM 9/18/98
70
60
50
40
1�8 1�7 16 1[5 14 13 12 11 10 9 8 7 6 M I R O 0 X 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 2
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