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LB TYPE 2 48" - REMOVE AND REPLAC REMOVE EXISTING
c CURB AND GUTTER
(SALVAGE FRAME AND GRATE - REPLACE WITH ROUND LOCKING LID).
cc,,:) ^.UT EXISTING 24" CONC. PIPES - GROUT FLUSH WITH INSIDE STA 19 +93
i
FACE OF CB TYPE 2. TOP OF LID ELEV. 23.81 END NON-INTEGRAL
V. E & W 24" CONC. PIPES. MATCH EXISTING INV. ELEV. OF 16.56 CURB. MATCH EXISTING
S !"IV. SW 18" CONC. PIPE. MATCH EXISTING INV. ELEV. OF 17.43
0' EXISTING CB BOTTOM ELEV. 18.0. 24" CONC.
w EXISTING STRUCTURE IS SADDLED OVER 24" CONC. PIPE. STORM DRAIN �4' --�I
SET NEW CB BOTTOM AT ELEV. 15.56
(1' LOWER THAN 24" INVERT). . "
BEGIN NON- INTEGRAL p
CURB MATCH EXISTING I
EXISTING CATCH
BASIN. SEE NOTES 924" CONC.
AND 10 ON STORM GRAIN
SHEET C3 �
Q 18 "'" CONC.
...
GJ
/ s
SAWCUT
EXISTING CURB AND
GUTTER (TO REMAIN)
CONSTRUCT CEMENT —�
CONC. BARRIER
CURB AND GUTTER
PER COR F -01.
REMOVE EXISTING
CURB AND GUTTER —�O
R =48.5'
STORM DR
R =45', -
5'
MATCH EXISTING CURB
AND SIDEWALK
ELEVATION
EXISTING SIDEWALK
(TO REMAIN)
— SAWCUT
h \
EXISTING DRIVEWAY
ACCESS (TO REMAIN)
REHABILITATION OF EAST VALLEY ROAD DWG N0.
AND SW 43rd STREET C8
SECTIONS AND DETAILS SHEET
8OF10
P— STPUL —TA -96 (268)
STA 21+96.6 EXISTING 12" CONCRETE
EAST VALLEY ROAD STORM PIPE EXISTING 6" PIPE.
~ PLUG W/ CONCRETE
R =1.5' s ,� \�/— REMOVE EXISTING
CATCH BASIN
EXISTING CATCH —
SAWCUT BASIN (TO REMAIN)
EXISTING TRAFFIC —�
VAULT (TO REMAIN)
EXISTING TRAFFIC LOCATE RAMP TO AVOID
SIGNAL (TO REMAIN) EXISTING UTILITIES AS
DIRECTED BY ENGINEER
REMOVE EXISTING CEMENT. CONC. STA 21 +65.48, VRT R =2.5
SIDEWALK AND CONSTRUCT 4" EAST VALLEY ROAD
CEMENT CONC. SIDEWALK
EXISTING TRAFFIC BOXES TO REMAIN.
PROTECT AS DIRECTED BY ENGINEER.
EXISTING TRAFFIC VAULT TO REMAIN. PROTECT
AND ADJUST TO MATCH FINISH GRADE AS
DIRECTED BY ENGINEER.
CONSTRUCT 4" CEMENT
CONCRETE SIDEWALK
1E) SIDEWALK DETAIL —S.E. CORNER OF INTE
C3 OF 43rd ST. AND EAST VALLEY ROAD
NTS
CONSTRUCT 4" CEMENT 3/8" EXPANSION JOINT
CONC. SIDEWALK 2" CLASS "B„ 6 1/2
ASPHALT 5 1/2"
ON
52'
EXISTING TRAFFIC
SIGNAL (TO REMAIN)
R =3.5'
STA 21+81.08, 9.8
EAST VALLEY ROAD
STA 21 +91.09
Q EAST VALLEY I
P R =13' R =59'
2?
4
2 TRAFFIC ISLAND
C3 NTS
NON- INTEGRAL CEMENT 3/8" EXPANSION JOINT
CONC. BARRIER CURB
2" CLASS "B"
CEMENT CONCRETE ASPHALT
PAVEMENT
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12' � 6"
N dd
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CRUSHED e
SURFACING
TOP COURSE
SAWCUT <
�.
EXISTING TRAFFIC VAULT
TO REMAIN. PROTECT AND
ADJUST AS DIRECTED BY
ENGINEER.
EXISTING CURB AND
GUTTER TO REMAIN EXISTING SIDEWALK (TO REMAIN)
SIDEWALK DETAIL—N.E. CORNER OF INTERSECTION
C3 OF 43rd ST. AND EAST VALLEY ROAD
NTS
SECTION A —A
NTS
CRUSHED —
SURFACING
TOP COURSE
EXISTING CSTC
(TO REMAIN)
EXISTING SUBGRADE
R =1.5'
(TYP.) UNLESS
NOTED OTHERWISE
EXISTING EMH
(TO REMAIN)
L
STREET
R =2.5'
NON- INTEGRAL CEMENT
6 1/2" CONC. BARRIER CURB
5. 12 4" CEMENT CONCRETE
SIDEWALK
e
e 6" 100 .4
a .e 4
�— EXISTING CSTC
_ I ( (TO REMAIN)
EXISTING SUBGRADE
SECTION B —B
NTS
R- 282835
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LB TYPE 2 48" - REMOVE AND REPLAC REMOVE EXISTING
c CURB AND GUTTER
(SALVAGE FRAME AND GRATE - REPLACE WITH ROUND LOCKING LID).
cc,,:) ^.UT EXISTING 24" CONC. PIPES - GROUT FLUSH WITH INSIDE STA 19 +93
i
FACE OF CB TYPE 2. TOP OF LID ELEV. 23.81 END NON-INTEGRAL
V. E & W 24" CONC. PIPES. MATCH EXISTING INV. ELEV. OF 16.56 CURB. MATCH EXISTING
S !"IV. SW 18" CONC. PIPE. MATCH EXISTING INV. ELEV. OF 17.43
0' EXISTING CB BOTTOM ELEV. 18.0. 24" CONC.
w EXISTING STRUCTURE IS SADDLED OVER 24" CONC. PIPE. STORM DRAIN �4' --�I
SET NEW CB BOTTOM AT ELEV. 15.56
(1' LOWER THAN 24" INVERT). . "
BEGIN NON- INTEGRAL p
CURB MATCH EXISTING I
EXISTING CATCH
BASIN. SEE NOTES 924" CONC.
AND 10 ON STORM GRAIN
SHEET C3 �
Q 18 "'" CONC.
...
GJ
/ s
SAWCUT
EXISTING CURB AND
GUTTER (TO REMAIN)
CONSTRUCT CEMENT —�
CONC. BARRIER
CURB AND GUTTER
PER COR F -01.
REMOVE EXISTING
CURB AND GUTTER —�O
R =48.5'
STORM DR
R =45', -
5'
MATCH EXISTING CURB
AND SIDEWALK
ELEVATION
EXISTING SIDEWALK
(TO REMAIN)
— SAWCUT
h \
EXISTING DRIVEWAY
ACCESS (TO REMAIN)
REHABILITATION OF EAST VALLEY ROAD DWG N0.
AND SW 43rd STREET C8
SECTIONS AND DETAILS SHEET
8OF10
P— STPUL —TA -96 (268)
STA 21+96.6 EXISTING 12" CONCRETE
EAST VALLEY ROAD STORM PIPE EXISTING 6" PIPE.
~ PLUG W/ CONCRETE
R =1.5' s ,� \�/— REMOVE EXISTING
CATCH BASIN
EXISTING CATCH —
SAWCUT BASIN (TO REMAIN)
EXISTING TRAFFIC —�
VAULT (TO REMAIN)
EXISTING TRAFFIC LOCATE RAMP TO AVOID
SIGNAL (TO REMAIN) EXISTING UTILITIES AS
DIRECTED BY ENGINEER
REMOVE EXISTING CEMENT. CONC. STA 21 +65.48, VRT R =2.5
SIDEWALK AND CONSTRUCT 4" EAST VALLEY ROAD
CEMENT CONC. SIDEWALK
EXISTING TRAFFIC BOXES TO REMAIN.
PROTECT AS DIRECTED BY ENGINEER.
EXISTING TRAFFIC VAULT TO REMAIN. PROTECT
AND ADJUST TO MATCH FINISH GRADE AS
DIRECTED BY ENGINEER.
CONSTRUCT 4" CEMENT
CONCRETE SIDEWALK
1E) SIDEWALK DETAIL —S.E. CORNER OF INTE
C3 OF 43rd ST. AND EAST VALLEY ROAD
NTS
CONSTRUCT 4" CEMENT 3/8" EXPANSION JOINT
CONC. SIDEWALK 2" CLASS "B„ 6 1/2
ASPHALT 5 1/2"
ON
52'
EXISTING TRAFFIC
SIGNAL (TO REMAIN)
R =3.5'
STA 21+81.08, 9.8
EAST VALLEY ROAD
STA 21 +91.09
Q EAST VALLEY I
P R =13' R =59'
2?
4
2 TRAFFIC ISLAND
C3 NTS
NON- INTEGRAL CEMENT 3/8" EXPANSION JOINT
CONC. BARRIER CURB
2" CLASS "B"
CEMENT CONCRETE ASPHALT
PAVEMENT
e T
12' � 6"
N dd
a d L
a a
CRUSHED e
SURFACING
TOP COURSE
SAWCUT <
�.
EXISTING TRAFFIC VAULT
TO REMAIN. PROTECT AND
ADJUST AS DIRECTED BY
ENGINEER.
EXISTING CURB AND
GUTTER TO REMAIN EXISTING SIDEWALK (TO REMAIN)
SIDEWALK DETAIL—N.E. CORNER OF INTERSECTION
C3 OF 43rd ST. AND EAST VALLEY ROAD
NTS
SECTION A —A
NTS
CRUSHED —
SURFACING
TOP COURSE
EXISTING CSTC
(TO REMAIN)
EXISTING SUBGRADE
R =1.5'
(TYP.) UNLESS
NOTED OTHERWISE
EXISTING EMH
(TO REMAIN)
L
STREET
R =2.5'
NON- INTEGRAL CEMENT
6 1/2" CONC. BARRIER CURB
5. 12 4" CEMENT CONCRETE
SIDEWALK
e
e 6" 100 .4
a .e 4
�— EXISTING CSTC
_ I ( (TO REMAIN)
EXISTING SUBGRADE
SECTION B —B
NTS
R- 282835
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