HomeMy WebLinkAbout1440.97.7,--- 2' CONC. ROLL CURB
4' -0"
r_i
rE)MLE UNDERLAYMENT TO BE
ffELT TS700 OR APPROVED EQUAL
PLAN VIEW LO
OR TO EDGE OF
SAFETY LEDGE
3I�
I
B
La
W
THICKNESS
:v
LET
3'
8'
11'
12"
d
d
.
r
a o .
m a
WO
�V
�
°.
� tE Cn
(
�G
d C3
~
v'
I
d
z
VCrW a .<
\ as
v
°
.4
4
6' -0" BETWEEN
o
t
--
48' -0" BETWEEN EXPANSION JOINTS (MAX.) I
�. . ` Z, f..` •.` •�' :!;••:v '.=�' � r!' Vii:: .� :•;'i'�l;'^ t :' -� i_. '�:: '�(' i •" -r�>
.
e•e•o
tb
d
Y.O.-q_COMPACMD
.e•o.p•o�e#53
' d
d
COMPACTED
1:10
A
1:10
SLOPE
6"
SLOPE
2' -0"
PLAN
VIEW
1
12' -0"
2'
CONCRETE ROLL CURB
(WITHOUT GUTTER 3
MAX 1:12
_\
HT
- - - - - - - -
� 2' CONC. ROLL CURB
SEC110N
A —A
WHEELCHAIR
RAMP
DETAIL 12
No SCAU P801
rE)MLE UNDERLAYMENT TO BE
ffELT TS700 OR APPROVED EQUAL
PLAN VIEW LO
OR TO EDGE OF
SAFETY LEDGE
3I�
I
B
La
W
THICKNESS
d50
LET
3'
8'
11'
12"
4"
r
WO
�V
� tE Cn
(
�G
1 GEOTEXTILE
(SEE NOTES) THICKNESS
�.�i i.r` .�� .►
All
i♦ ice.
•'viii' Vii"
V0, �\
TOE ANCHOR
CROSS 1 SECnON •'i•�j�i jai i
RIPRAP DETAIL- 0 , SECTION
• t•.l. /
Siff OF
STONE
X OF TOTAL WEIGHT
LARGER THAN GM SIZE
3K
o
2K
20
K
OAK
g0
MHERE K - d50
NOTE: DEPTH OF RP RAP SHALL NOT
BE LESS THAN 3 x d 50
�— SIDEWALK —'
6 HANDICAP
Pt301 RAW
4• WIDE G•
BLUE STRIPE . �•
toe,
4s' P801
4" WADE
VIIHITE STRIPE
1-- 2"
a. a•
VAN ACCESSIBLE HANDICAPPED
HANDICAP PARKING STALL s
NO SCALE Pt301
SAFETY LEDGE
SEE LAKE CROSS
SECTION FOR DETAIL
� Z -
lr ,
RESERVED
PARKNG-
'GREEN - LLUYIIAING TAPE (lEr m)
B.IJE - ILLUI/NATNG TAPE (SYIOOL NDCK)
WHILE - ILLLWAING TAPE (BACKGIaND)
GREEN - ILLUMINATING, TAPE (ARROW)
O
VU GREEN - LLWNAING TAPE (BORDER)
0
0 "VAN ACCESSIBLE" TO BE NOIED FOR
SPACES DESKAIATED FOR THAT USE.
HAkNDICAP PARKING SIGN DETAIL 10
NO SCALE P801
10' Dw
I. in— b
T�
2a•
NOTE: ALL S RlPES TO BE C PAINTED WHITE
77%A
2 j 8 AAZR, ' 1 ley, - m
wq t UV 1 :111 w 1
i
r�
Y
CL
O
0
m
y 1` tU I 11 ` 12 1,S
I
PREPARED
9AXRADE CONCRETE SIDEWALK
SUBGRADE UNDER ALL CURB. SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
NTH THE SPECIFICATIONS IN THESE PLANS.
L
SIDEWALK DETAIL s
NO SCALE Pt301
•- OF
% %i% /104,ME:.% . /: /: % %i % / /.%///, %//%
TRANSVERSE EXPANSION JOINTS\ BOTTOM OF
PAVEMENTJ TRANSVERSE CONTRACTION JOINTS
(20- MAX. SPACING)
CONTRACTION J.
RADIUS MAX. 5' SPACING WITHIN
INTERSECTIONS
FACE OF SIDEN
(EDGE OF PAVE]
CURB JOINT DETAIL 7
No SCALE P801
PAVEMENT
-•`— ` CONCRETE CURB
4' COMPACTED O MULAR FILL
HANDICAP RAMP DETAIL
NO SCALE
0-000-000-0 . 0 0. O 0• O v 0• O 0. 0 O• o
00 • O 00 • 0 00 • O °O • o 00 0 °O • 0 °O • 0 °O • O °O
• O 0 0 0 0 0 0 0 0 0 0 0 O 0 • O 0 • O 00 • O 00 • 000 • O O
00 • 0 00 • 0 00 • 00 • 00 0 00 • 0 °0 • 0 00 • 0 °0 •
Ll- X11 H.A.C. SURFACE
- 2" #9 H.A.C. BINDER
6" #53 COMPACTED STONE BASE
PREPARED SUBGRADE PER INDIANA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATION No. 207
TYPICAL PAVEMENT SECTION 1
NO SCALE P801
4 1 2"
TOP SOIL iv
LOW POINT OD
TOP OF 'n
CURB - I
EARTH �
BACKFILL
ACT# 53 COMPACTED
STONE BAS °ep :eopi •••� po e , • .; op � ••.opp •.•_ Opo-:;••.; opp•••-_ eop ••. _:oe p.,� .•• .�t e°p • •. oe ° • •.': i°°p: " • • • :
• � • •
• °' • °' •
JY COMPACTED
6" 2' -0" SUBGRADE
' CON
1
44
-
0
r-
W)
r
WO
�V
� tE Cn
(
�G
z
a�
0
EARTH
6' -0" BETWEEN
o
t
--
48' -0" BETWEEN EXPANSION JOINTS (MAX.) I
�. . ` Z, f..` •.` •�' :!;••:v '.=�' � r!' Vii:: .� :•;'i'�l;'^ t :' -� i_. '�:: '�(' i •" -r�>
I
PREPARED
9AXRADE CONCRETE SIDEWALK
SUBGRADE UNDER ALL CURB. SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
NTH THE SPECIFICATIONS IN THESE PLANS.
L
SIDEWALK DETAIL s
NO SCALE Pt301
•- OF
% %i% /104,ME:.% . /: /: % %i % / /.%///, %//%
TRANSVERSE EXPANSION JOINTS\ BOTTOM OF
PAVEMENTJ TRANSVERSE CONTRACTION JOINTS
(20- MAX. SPACING)
CONTRACTION J.
RADIUS MAX. 5' SPACING WITHIN
INTERSECTIONS
FACE OF SIDEN
(EDGE OF PAVE]
CURB JOINT DETAIL 7
No SCALE P801
PAVEMENT
-•`— ` CONCRETE CURB
4' COMPACTED O MULAR FILL
HANDICAP RAMP DETAIL
NO SCALE
0-000-000-0 . 0 0. O 0• O v 0• O 0. 0 O• o
00 • O 00 • 0 00 • O °O • o 00 0 °O • 0 °O • 0 °O • O °O
• O 0 0 0 0 0 0 0 0 0 0 0 O 0 • O 0 • O 00 • O 00 • 000 • O O
00 • 0 00 • 0 00 • 00 • 00 0 00 • 0 °0 • 0 00 • 0 °0 •
Ll- X11 H.A.C. SURFACE
- 2" #9 H.A.C. BINDER
6" #53 COMPACTED STONE BASE
PREPARED SUBGRADE PER INDIANA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATION No. 207
TYPICAL PAVEMENT SECTION 1
NO SCALE P801
4 1 2"
TOP SOIL iv
LOW POINT OD
TOP OF 'n
CURB - I
EARTH �
BACKFILL
ACT# 53 COMPACTED
STONE BAS °ep :eopi •••� po e , • .; op � ••.opp •.•_ Opo-:;••.; opp•••-_ eop ••. _:oe p.,� .•• .�t e°p • •. oe ° • •.': i°°p: " • • • :
• � • •
• °' • °' •
JY COMPACTED
6" 2' -0" SUBGRADE
' CON
1
6' -0" CONCRETE WALK
SLOPE 6"
1/8; PER FOOT MINIMUM
1/4 PER FOOT PREFERRED 1" R
- U__*
C4
SCORE 1/4" R
PREPARED °p8°
SIJBGRADE 6.
CONCRETE CURB AND WALK 4
No SCALE Pt301
o•
TTER 2
w Sur P801
PAVEMENT
iV
�.. a.T- �-'•4c
2' ROLL CURB
WITH GUTTER
\— EDGE OF PAVEMENT
CURB TURN --OUT DETAIL 5
NO SCALE P801
"I
2' ROLL CURB
WITH GUTTER
'
dwoln
HW1,7 7- REVISUI 90EMALK WA& PER ADDED SDEM" ! AOOED IN
11R. 8/14/97. ADDED RP RAP DET& PER MWION COUNTY S&Wl® CM
CE1,,,NII /
% 5 T•INEI'�Q
No.
9300147
STATE OF
P _L4 jj
CERIFIEDD BY CT:0±2S
1�
THIS OIARNG No THE DEAR OfSIC a AND COIICJPTB COIITAIPM
HE M AK 1W DDIM •I1F1tMRK PROPERTY OF 901E7t P
BINCM OOPORAIIOI AND ARE NOT 10 B£ t D OR R
M VHM Ot N MR>; WMIT 1HE 2111701 C=W OF 5DOM M
BIC•E EING OWMAIKN.
®1997, Schneider En9fiwil Cwpar Um
r
&hneida
"Iwo
l` J
3020 North Post Road Engineering
Indianapolis, Indiana Surveying
48226 -0068 Landscape Aa•chite
317 - 898 -8282 GIS • US
317- 899 -8010 Fax Geology
A Partnered Entity with 90h1en. Neyer, Glbeon k AnocLte., I`co "
C. P. 110RGAN COMMUNPPiES, LP.
SYCAMORE FARM SECTION 2
CA M14 INDIANA
POOL HOUSE AREA
GENERAL DETAILS
Date Project No. Drawn Appm.
7/23/97 985.02 DMW
Computer Mes Sheet No.
a \98s\\pwcs \o2\Pecn
H1801
44
-
TOP SOIL 00
r-
W)
EARTH
.
e•e•o
tb
Y.O.-q_COMPACMD
.e•o.p•o�e#53
COMPACTED
3
STONE BASE
6"
2' -0"
1
SUBGRADE
2'
CONCRETE ROLL CURB
(WITHOUT GUTTER 3
No SCALE P801
6' -0" CONCRETE WALK
SLOPE 6"
1/8; PER FOOT MINIMUM
1/4 PER FOOT PREFERRED 1" R
- U__*
C4
SCORE 1/4" R
PREPARED °p8°
SIJBGRADE 6.
CONCRETE CURB AND WALK 4
No SCALE Pt301
o•
TTER 2
w Sur P801
PAVEMENT
iV
�.. a.T- �-'•4c
2' ROLL CURB
WITH GUTTER
\— EDGE OF PAVEMENT
CURB TURN --OUT DETAIL 5
NO SCALE P801
"I
2' ROLL CURB
WITH GUTTER
'
dwoln
HW1,7 7- REVISUI 90EMALK WA& PER ADDED SDEM" ! AOOED IN
11R. 8/14/97. ADDED RP RAP DET& PER MWION COUNTY S&Wl® CM
CE1,,,NII /
% 5 T•INEI'�Q
No.
9300147
STATE OF
P _L4 jj
CERIFIEDD BY CT:0±2S
1�
THIS OIARNG No THE DEAR OfSIC a AND COIICJPTB COIITAIPM
HE M AK 1W DDIM •I1F1tMRK PROPERTY OF 901E7t P
BINCM OOPORAIIOI AND ARE NOT 10 B£ t D OR R
M VHM Ot N MR>; WMIT 1HE 2111701 C=W OF 5DOM M
BIC•E EING OWMAIKN.
®1997, Schneider En9fiwil Cwpar Um
r
&hneida
"Iwo
l` J
3020 North Post Road Engineering
Indianapolis, Indiana Surveying
48226 -0068 Landscape Aa•chite
317 - 898 -8282 GIS • US
317- 899 -8010 Fax Geology
A Partnered Entity with 90h1en. Neyer, Glbeon k AnocLte., I`co "
C. P. 110RGAN COMMUNPPiES, LP.
SYCAMORE FARM SECTION 2
CA M14 INDIANA
POOL HOUSE AREA
GENERAL DETAILS
Date Project No. Drawn Appm.
7/23/97 985.02 DMW
Computer Mes Sheet No.
a \98s\\pwcs \o2\Pecn
H1801