HomeMy WebLinkAbout04110035.72,438m
9Okg /& HMA TYPE A. SURFACE
150kg /m'HMA TYPE A INTERMEDATE
150mm X53 COMPACTED AGGREGATE
TYPICAL TRAIL SECTION
NO SCALE
75 TOP SOI
a BNIO LL —N,
HAMILTON COUNTY TRAILWAYS PROJECT
1UPAM n ArJW(ATF RASE
a WHERE SIDEWALK IS CONSTRUCTED
ADJACENT TO THE CURB,THE SPACE
BENINO THE NEW CURB SHALL BE
FRIED WITH GRANULAR MATERIAL
TO THE REQUIRED ELEVATION AND
COMPACTED W LAYERS NOT TO
EXCEED 100 mm
MODIFIED CONCRETE CURB and GUTTER
NO SCALE HAMILTON COUNTY TRAILWAYS PROJECT
SUBGRADE TREATMENT, TYPE E 0mm
__ 41
.251hr1
_�-- AGGREGATE FOR UNDERDRAINS
PIPE, TYPE 4, CIRCULAR, 150mm
D +200
CURB and GUTTER SECTION FOR
HMA PAVEMENTS WITH UNDERDRAIN
NO SCALE HAMILTON COUNTY TRAILWAYS PROJECT
W
� N
O �
IA O
W.
Y.438m
TRAIL
EXIST. EARTH) 20 x
(BY OHM) 1
--� TYPICAL FILL AREA
0
co
2.438m
4 ENTRANCE
PROF THIS PPOINT —�
iamr 2.
2.70m 1 CURB
CURB GRADES SHOWN IN PROFILES
ARE AT THIS POINT
(� 270m CONC.
CURB CURB
TYPICAL CUT
NO SCALE COXHALL PARK AND GARDENS ENTRANCE ROAD
STA.40 +023 TO STA.40+126.5
6.71m 6.69m
PARKING
20 s
`—EXIST. EARTH CUT
(BY OTHERS)
90cg /mtHMA TYPE A. SURFACE
150kg/m`H A TYPE A INTERMEDATE.
150mm j53 COMPACTED AGGREGATE
6.10m
TRAVEL LANE
L90WOHMA TYPE A, SURFACE
150kg /m'HYA TYPE A KMWDATE, 90kg/m'HMA TYPE A SURFACE
150mm /53 COMPACTED AGGREGATE 15%g /d HMA TYPE A 911ERMEDATE,
SUM" TREATMENT, TYPE E 100mm /53 COMPACTED AGGREGATE
TYPICAL STREET SECTION 125mm m COMPACTED AGGREGATE
NO SCALE COXHALL PARK AND GARDENS PARKING AND ROAD
STA.40 +299.34 TO STA.40+389.32
2.438m 7.30m 6.10m
20%
/ u /omo/.?HMA LoI_ UNDERDRAIN (TYP)
9(kg/m'IW TYPE A S (SEE DETAIL)
IRFACE TYPE A. SURFACE
150kg/m' HMA TYPE A NTE]UDATE;
150mm U COMPACTED AGGREGATE 150cg /m' F91A TYPE A NiERYmAI�
SUBGRADE TREATMENT. TYPE E /1 15,
j53 COMPACTED AGGREGATE
125mm F3 COMPACTED AGGREGATE
TYPICAL STREET SECTION
NO SCALE COXHALL PARK AND GARDENS TRAIL AND ROAD
STA.40 +161.85 TO STA.40+299.34
STA.40 +389.32 TO STA.40 +663.17
10' SAFETY LEDGE
010:1
11
SECTION -NORTH POND
10' SAFETY LEDGE
110:1
1�
SECTION -SOUTH POND
(1°)
NPE= 875.90
N-- 6" ORIFICE
PLAN VIEW
I I
1
FRONT VIEW
12" RCP
MINIMUM TOP OF BANK
ELEVATION = 883.50
SPILLWAY ELEVATION =
SECTION VIEW
OUTF'ALL CONTROL STRUCTURE
ST-34 NO SCALE
100 YEAR FLOOD ELEVATION ASSUMING ZERO
FLOW THROUGH OUTLET PIPE = 882.94
- - - - -- -------- - - - - --
10'
EMERGENCY SPILLWAY CROSS
ST -68 _ SECTION
NO SCALE
COMPACTED SUBGRADE
IARFa
_UNDERDRAIN (lYP)
m
m
_ UNDERDRNN
(SEE DETAIL)
909 /m'HMA TYPE A. SURFACE /
150cg /aP HYA TYPE A wTIRMmATE, L
SUBGRADE TREATMENT. TYPE E
100mm 03 COMPACTED AGGREGATE
125mm 173 COMPACTED AGGREGATE
TYPICAL
STREET SECTION
NO SCALE COXHALL PARK AND GARDENS ENTRANCE ROAD
STA.40 +023 TO STA.40+126.5
6.71m 6.69m
PARKING
20 s
`—EXIST. EARTH CUT
(BY OTHERS)
90cg /mtHMA TYPE A. SURFACE
150kg/m`H A TYPE A INTERMEDATE.
150mm j53 COMPACTED AGGREGATE
6.10m
TRAVEL LANE
L90WOHMA TYPE A, SURFACE
150kg /m'HYA TYPE A KMWDATE, 90kg/m'HMA TYPE A SURFACE
150mm /53 COMPACTED AGGREGATE 15%g /d HMA TYPE A 911ERMEDATE,
SUM" TREATMENT, TYPE E 100mm /53 COMPACTED AGGREGATE
TYPICAL STREET SECTION 125mm m COMPACTED AGGREGATE
NO SCALE COXHALL PARK AND GARDENS PARKING AND ROAD
STA.40 +299.34 TO STA.40+389.32
2.438m 7.30m 6.10m
20%
/ u /omo/.?HMA LoI_ UNDERDRAIN (TYP)
9(kg/m'IW TYPE A S (SEE DETAIL)
IRFACE TYPE A. SURFACE
150kg/m' HMA TYPE A NTE]UDATE;
150mm U COMPACTED AGGREGATE 150cg /m' F91A TYPE A NiERYmAI�
SUBGRADE TREATMENT. TYPE E /1 15,
j53 COMPACTED AGGREGATE
125mm F3 COMPACTED AGGREGATE
TYPICAL STREET SECTION
NO SCALE COXHALL PARK AND GARDENS TRAIL AND ROAD
STA.40 +161.85 TO STA.40+299.34
STA.40 +389.32 TO STA.40 +663.17
10' SAFETY LEDGE
010:1
11
SECTION -NORTH POND
10' SAFETY LEDGE
110:1
1�
SECTION -SOUTH POND
(1°)
NPE= 875.90
N-- 6" ORIFICE
PLAN VIEW
I I
1
FRONT VIEW
12" RCP
MINIMUM TOP OF BANK
ELEVATION = 883.50
SPILLWAY ELEVATION =
SECTION VIEW
OUTF'ALL CONTROL STRUCTURE
ST-34 NO SCALE
100 YEAR FLOOD ELEVATION ASSUMING ZERO
FLOW THROUGH OUTLET PIPE = 882.94
- - - - -- -------- - - - - --
10'
EMERGENCY SPILLWAY CROSS
ST -68 _ SECTION
NO SCALE
COMPACTED SUBGRADE
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Scale:
0 Scale: 1' = NA'
Sneeb
C202
Date
05-06 -03
Project Number
990433 -20600