HomeMy WebLinkAbout95- 01 Hazel Dell Corner Lot 4 Secondary Plat pg. IDIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
(w
A*
C*
D*
E*
K
I
0 3'
saw
Ir
2'
5'
a -3'
6.2
r-0'
1.3
10 1/8'
9'
800
15"
2 1/4'
r
-0'
6' -3'
2' -6•
1.5
12 1/r
11
1,100
18'
2 1/2-
11"
4' -1"
8' -r
3•--0'
1.8
15 1/Y
1r
1.300
21"
2 3/4'
11"
3'-8'
r-3'
3•
3.1
18 1/8"
13"
1.S00
24'
3'
1' -d'
2' -8'
6' -3'
4' -0`
2.3
16 3/16`
/4'
1.800
2.100
2r
3 1/4"
1' -1'
2° -5'
6' -3•
4'-8'
2.8
181/2`
14 1/2"
30"
3 1/2
1' -2'
1' -10"
6' -3'
5'-0'
2.9
18 3/16'
15'
2.400
33•
3 3/4.
1' -3'
3' -8•
8' -3'
5' -6`
31
18 1/2*
17 1/Y
4
38'
4'
1' -5"
3' -1"
8' -3'
V -0`
3.4
23 3/4"
20'
4.200
,r TOLERANCE 1'
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REQUIRED
15" or Tess
0 3'
2'x2'
No
18 to 24"
0 3'
2' -6" x 2' -6" Box
No
All Pipes
3' Deeper
Manhole
Yes
24" Greater
All Depths
Manhole
Yes
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REQUIRED
15" or Tess
0 3'
2' x 2' Box
No
18" to 24"
0 3'
2' -6" x 2' -6" Box
No
All Pipes
3' Deeper
Manhole
Yes
24" Greater
All Depths
Manhole
Yes
PIPE SIZE
12' -15'
18' MLR
BEDDING BELOW
THE PIPE BARREL
O.D.
MIN=4
.914
WAx =8"
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REQUIRED
15' or Tess
0 3'
2' x 2' Box
No
18" to 24"
0 3'
2' -6" x 2' -6" Box
No
All Pipes
3' Deeper
Manhole
Yes
24" Greater
All Depths
Manhole
Yes
5' -0' BETWEEN
11t t'KtPVKMLU
JOINT FILLER
1 SEE PLAN I
1NIOP 3S213ASM
NSVERSE JOINT
1 a31 Z/I
DATE: PROJECT NO.:
06/15/01 904.005
DRAWN BY: CHECKED BY:
DTR
SHEET TITLE:
GENERAL DETAILS
DRAWING FILES:
R: \904 \005 \DWGS \C801
SHEET NO:
Col)011
GRADE
al
Grooved end on outlet end
tongue end an
Wet end
11- II- iI- II-it -I1-
Mar
Groove (or tongue) to
be the some as an standard
reinforced concrete pipe
ARTY ASS A CO NCRETE 1 46.
LONGITUDINAL SECTION
T.C.
1
fi r
24
OPENING
i i.
4 1111 4 ar ti
j �.;.t;••
STANDARD REINFORCED CONC. BASE
Steps shall be at 8" O.C. with first step 18" below top of casting.
Manholes may be required fro 24" or smeller pipes depending upon
intersection angles and number of pipes.
STORM MANHOLE DETAIL
4
PIPE
CULVERT
COMPUTED LENGTH OF CULVERT
OF EIS SECTION
LENGTH (D)
SLOPE DETAIL
SE CTION Y Y
SECTION A -A
CONCRETE PPE TOE ANCHOR
PRECAST CONCRETE END SECTION
NO SCALE
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772 -A
CAP NOT REQUIRED
FOR BOX STRUCTURE
RIP RAP TO SE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
1 1/rr,
a
CRUSHED STONE or
18 FRACTURED FACE
AGGREGATE HAND TAMPED
OR TALKED INTO 1/2 0.0.
FINISH GRADE
=II mi
GRADE
COMPACTED GRANILAR
BACKFILL TO BE USED
UNDER ALL PAWED AREAS
MIN WIDTH
1.25 (0.D. +12'
T.C.
s te a; ,.4
FLEXIBLE (PVC or HDPE)
PIPE BEDDING
4' MW.
(BELOW BARREL)
CRUSHED STONE or
18 FRACTURED FACE AGGREGATE
BELL HOLE EXCAVATED
r
sa•
24"
OPENING
T.C.
A•
.7 S r•
I}• 4 j 11 11
STANDARD REINFORCED CONC. BASE
Steps shall be at 8" O.C. with first step 18" below top of casting.
Manholes may be required fro 24" or smaller pipes depending upon
intersection angles and number of pipes.
BEEHIVE INLET DETAIL
THE CONTRACTOR SHALL BE AWARE THAT IF THE TOP OF
THE TRENCH IS WITHIN 5' OF THE PROPOSED FUTURE BACK
OF CURB, THAT GRANULAR BACKFILL (N0. 53 AGGREGATE)
SHALL BE PLACED IN THE EXCAVATION AND COMPACTED
TO 95% MODIFIED PROCTOR AT 6" MAX. LIFTS.
WIDTH VARIES BASED ON THE TYPE OF PIPE MATERIAL
DEPTH OF COVER. CONSULT THE PROJECT ENGINEER IF THE
6" CLEARANCE ON EACH SIDE OF THE PIPE IS NOT SUFFICIENT.
THE EXCAVATION OF THE TRENCH SIDE SLOPES SHALL BE IN
ACCORDANCE WITH I.O.S.H.A. REGULATIONS.
IN THE EVENT THAT A SOFT AREA IS ENCOUNTERED OR THE
BOTTOM OF THE TRENCH IS OVER DUG. THE TRENCH BOTTOM
WILL BE REFILLED WITH NO. 8 COMPACTED AGGREGATE
BEFORE THE PIPE IS LAID IN PLACE.
THIS TRENCH DETAIL IS TO BE USED FOR ALL TYPES OF
SANITARY SEWER PIPE MATERIAL INCLUDING P.V.C., (SDR -35)
AND P.V.C. TRUSS PIPE.
**(TRENCH SIDE SLOPES)
1:2 OVER 16'
1:3 TO 16'
1:6 TO 12'
1:12 TO 8'
18 CRUSHED STONE or
18 FRACTURED FACE
AGGREGATE HAND TAMPED OR
WALKED INTO 1/2 0.D. +12'
ABOVE TOP OF PPE
••_,r
26"
OPENING
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
j8 CRUSHED STONE a
9-BORROW AS REQUIRED
COMPACTED TO 952 MAX.
DENSITY
STORM SEWER TRENCH DETAILS
NO SCALE
1 I PIPE UNDERDRAIN 10' ALONG
1 EACH STREET CENTERLINE.
1 I SEE DETAIL
1.
1,
11-1-1• --I' I
1 1
:':::41'::1(::.4':: ::•.:4 i:::: d .4 ..1t..
1111 rr�� try» i.i-tr3t-tri t-tr tr: :-ert.-er.i tr\ <r
6" "B" BORROW
4" MIN
RISER RING
CAP NOT REQUIRED
FOR BOX STRUCTURE
:a•:.
.IC...A
1
FINISH G RADE-
COMPACTED GRANULAR
SACKFUL 10 BE USED
UNDER ALL PAVED AREAS.
MIN WIDTH
1.25 (o.D.) +12'
RCP PIPE BEDDING
Steps shall be of 8" O.C. with first step 18" below top of casting.
Manholes may be required fro 24" or smaller pipes depending upon
intersection angles and number of pipes.
PAVED AREA INLET
STORM MANHOLE
NEENAH TYPE CASTING
N0. R -3433 (OR EJIW 5230)
ASPHALT
0.5(O.D.) +3'
CAP NOT REQUIRED
FOR BOX STRUCTURE
STANDARD REINFORCED CONC. BASE
6'
SIDEWALK HANDICAP RAMP DETAIL
ND SCALE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
6'
THE SPACE BEHIND THE CURB SHALL BE FILED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED W LAYERS NOT TO EXCEED 6' IN DEPTH.
SUBGRADE UNDER ALL CURB SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
F
20' -0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
GRADE I
(NEW OR EXISTING; j VARIES
36' x 36' x 6' CONCRETE
APRON WITH FIBERMESH
RENFORCEMENT.
PLACE MINMUM 10' DIANE
HDPE PIPE AROUND LATERAL
PRIOR TO BACKFILUNG. HDPE
PIPE TO EXTEND INTO
CONCRETE.
18 STONE BELOW CONCRETE
APRON TO PREVENT
SETTING. EXTEND TO
UNDISTURBED EARTH.
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
EAST JORDAN IRONWORKS MODEL
1755 CASTING, LETTERED 'SEWER'
6' PVC CAP
6'. SID STEEL PPE
GALVANIZED PANTED
FLIED W /CONCRETE
r -o'. x 4•-0' OR
r -o z 2'- o'X -O'
CONC. FOOTING
PAVEMENT
CLEANOUT TYPE 2
(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
TYPICAL CLEANOUT DETAIL
NO SCALE
BACKFILL
cRO1w CAP w /CONC.
1' ABOVE TOP OF PIPE
Y
t
SLOPE CONCRETE 1 ABOVE
RASH W /STEEL Eva
TYPICAL SWALE SECTION
BOLLARD DETAIL
NO SCALE
MINIMUM 1 CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
EXPANSION JOINT
AROUND LATERAL
FINAL GRADE
6" PVC PIPE
6" SEWER LATERAL
CONCRETE WALK (VADTH VARIES
SLOPE:
1/8" PER FOOT MINIMUM
1/4" PER FOOT PREF'ERRED/MAX.
:ij�`i' �ti'. =f•:r•�'• PAVEMENT
SCORE 1/4" R %s
CONCRETE CURB AND WALK
24'
COMPACTED SUBGRADE
ND SCNI
1
2' CONCRETE CHAIRBACK CURB
(WITHOUT GUTT
GRADE
(NEW OR EXISTING)
(6' X 6' X 6 1 TEE -WYE
MINIMUM 4 CONCRETE CAP FROM
THE SPRING LINE TO 6" OVER PIPE,
NOT TO EXTEND BEYOND FIRST PIPE
JOINT OF WYE. MINIMUM CONCRETE
STRENGTH OF 3500 PSI, 28 DAY
COMPRESSIVE STRENGTH.
1/4" R
w
RESERVED
PARKIN 112"M TAPE (LETTERS)
'WW AOCESSB,E' 10 BE No1ED FOR
SPACES DESIGNATED FOR THAT USE.
ACCESSIBLE PARKING SIGN DETAIL
sIDEwALK
4' MADE BLUE STRIPE
ASPHALT
R
1•. 1 1.. 1
e
1•
Co 0 0 o 0 o O' o o
1
0•0 0 0•0 o 0*
81.IME MANNA= TAPE (SYMBOL BLOCK)
r- ---111 1E MARIAM TAPE (BACKGROUND)
GREEN LLUYINAIING TAPE (ARROW)
...----GREEN ILLIIIYNA11NG TAPE (BORDER)
i
NO SCALE
4' WIDE
WHITE STRIPE
8'
HANDICAPPED
TYP.
6" CONCRETE PAVEMNT
6" GRANULAR FILL (MIN.)
PREPARED SUBGRADE PER INDOT No. 201
HANDICAPPED PARKING SIGN
8' FOR VAN ACCESSIBLE
ACCESSIBLE PARKING STALLS
NO SCALE
•.s 1..
1•
11.• •1.
1
t.
PREPARED SUBGRADE PER INDOT No. 201
PREPARED SUBGRADE PER INDOT No. 201
2"
1111
HANDICAPPED
TYP.
TACK COAT
PRIME COAT
i
11•.
1" 111 H.M.A. SURFACE
3" 18 H.N.A. BINDER
6" 153 COMPACTED STONE BASE
JYPICAL PAVEMENT SECTION
TACK COAT
PRIME COAT
/7Z 4
0
1.. •..•...•...•...010.
1.5" X11 H.A.C. SURFACE
3" 18 H.A.C. BINDER
8' 03 COMPACTED STONE BASE
HEAVY DUTY PAVEMENT SECTION
NO SCNE
NO SCALE
o O 0 O 0 0 0 Crc
0 O o O o O o °00•3
V v% s `/ii V. v v s s. v V v
CONCRETE PAVEMENT SECTION
10' IM.
1101: ALL STRIPES TO BE 4' PAIRED 1M1M'ff
PAINTED ACCESSIBLE
SYMBOL DETAIL
NO SCALE
CROS
G� s
N0•
920354/
STA TE OF
111
DATE:
THIS DRAWING AND THE IDEAS, SIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
‘b
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
m ai
x
HAZEL DELL CORNER
FACE OF BUILDING
GRADE
al
Grooved end on outlet end
tongue end an
Wet end
11- II- iI- II-it -I1-
Mar
Groove (or tongue) to
be the some as an standard
reinforced concrete pipe
ARTY ASS A CO NCRETE 1 46.
LONGITUDINAL SECTION
T.C.
1
fi r
24
OPENING
i i.
4 1111 4 ar ti
j �.;.t;••
STANDARD REINFORCED CONC. BASE
Steps shall be at 8" O.C. with first step 18" below top of casting.
Manholes may be required fro 24" or smeller pipes depending upon
intersection angles and number of pipes.
STORM MANHOLE DETAIL
4
PIPE
CULVERT
COMPUTED LENGTH OF CULVERT
OF EIS SECTION
LENGTH (D)
SLOPE DETAIL
SE CTION Y Y
SECTION A -A
CONCRETE PPE TOE ANCHOR
PRECAST CONCRETE END SECTION
NO SCALE
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772 -A
CAP NOT REQUIRED
FOR BOX STRUCTURE
RIP RAP TO SE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
1 1/rr,
a
CRUSHED STONE or
18 FRACTURED FACE
AGGREGATE HAND TAMPED
OR TALKED INTO 1/2 0.0.
FINISH GRADE
=II mi
GRADE
COMPACTED GRANILAR
BACKFILL TO BE USED
UNDER ALL PAWED AREAS
MIN WIDTH
1.25 (0.D. +12'
T.C.
s te a; ,.4
FLEXIBLE (PVC or HDPE)
PIPE BEDDING
4' MW.
(BELOW BARREL)
CRUSHED STONE or
18 FRACTURED FACE AGGREGATE
BELL HOLE EXCAVATED
r
sa•
24"
OPENING
T.C.
A•
.7 S r•
I}• 4 j 11 11
STANDARD REINFORCED CONC. BASE
Steps shall be at 8" O.C. with first step 18" below top of casting.
Manholes may be required fro 24" or smaller pipes depending upon
intersection angles and number of pipes.
BEEHIVE INLET DETAIL
THE CONTRACTOR SHALL BE AWARE THAT IF THE TOP OF
THE TRENCH IS WITHIN 5' OF THE PROPOSED FUTURE BACK
OF CURB, THAT GRANULAR BACKFILL (N0. 53 AGGREGATE)
SHALL BE PLACED IN THE EXCAVATION AND COMPACTED
TO 95% MODIFIED PROCTOR AT 6" MAX. LIFTS.
WIDTH VARIES BASED ON THE TYPE OF PIPE MATERIAL
DEPTH OF COVER. CONSULT THE PROJECT ENGINEER IF THE
6" CLEARANCE ON EACH SIDE OF THE PIPE IS NOT SUFFICIENT.
THE EXCAVATION OF THE TRENCH SIDE SLOPES SHALL BE IN
ACCORDANCE WITH I.O.S.H.A. REGULATIONS.
IN THE EVENT THAT A SOFT AREA IS ENCOUNTERED OR THE
BOTTOM OF THE TRENCH IS OVER DUG. THE TRENCH BOTTOM
WILL BE REFILLED WITH NO. 8 COMPACTED AGGREGATE
BEFORE THE PIPE IS LAID IN PLACE.
THIS TRENCH DETAIL IS TO BE USED FOR ALL TYPES OF
SANITARY SEWER PIPE MATERIAL INCLUDING P.V.C., (SDR -35)
AND P.V.C. TRUSS PIPE.
**(TRENCH SIDE SLOPES)
1:2 OVER 16'
1:3 TO 16'
1:6 TO 12'
1:12 TO 8'
18 CRUSHED STONE or
18 FRACTURED FACE
AGGREGATE HAND TAMPED OR
WALKED INTO 1/2 0.D. +12'
ABOVE TOP OF PPE
••_,r
26"
OPENING
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
j8 CRUSHED STONE a
9-BORROW AS REQUIRED
COMPACTED TO 952 MAX.
DENSITY
STORM SEWER TRENCH DETAILS
NO SCALE
1 I PIPE UNDERDRAIN 10' ALONG
1 EACH STREET CENTERLINE.
1 I SEE DETAIL
1.
1,
11-1-1• --I' I
1 1
:':::41'::1(::.4':: ::•.:4 i:::: d .4 ..1t..
1111 rr�� try» i.i-tr3t-tri t-tr tr: :-ert.-er.i tr\ <r
6" "B" BORROW
4" MIN
RISER RING
CAP NOT REQUIRED
FOR BOX STRUCTURE
:a•:.
.IC...A
1
FINISH G RADE-
COMPACTED GRANULAR
SACKFUL 10 BE USED
UNDER ALL PAVED AREAS.
MIN WIDTH
1.25 (o.D.) +12'
RCP PIPE BEDDING
Steps shall be of 8" O.C. with first step 18" below top of casting.
Manholes may be required fro 24" or smaller pipes depending upon
intersection angles and number of pipes.
PAVED AREA INLET
STORM MANHOLE
NEENAH TYPE CASTING
N0. R -3433 (OR EJIW 5230)
ASPHALT
0.5(O.D.) +3'
CAP NOT REQUIRED
FOR BOX STRUCTURE
STANDARD REINFORCED CONC. BASE
6'
SIDEWALK HANDICAP RAMP DETAIL
ND SCALE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
6'
THE SPACE BEHIND THE CURB SHALL BE FILED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED W LAYERS NOT TO EXCEED 6' IN DEPTH.
SUBGRADE UNDER ALL CURB SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
F
20' -0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
GRADE I
(NEW OR EXISTING; j VARIES
36' x 36' x 6' CONCRETE
APRON WITH FIBERMESH
RENFORCEMENT.
PLACE MINMUM 10' DIANE
HDPE PIPE AROUND LATERAL
PRIOR TO BACKFILUNG. HDPE
PIPE TO EXTEND INTO
CONCRETE.
18 STONE BELOW CONCRETE
APRON TO PREVENT
SETTING. EXTEND TO
UNDISTURBED EARTH.
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
EAST JORDAN IRONWORKS MODEL
1755 CASTING, LETTERED 'SEWER'
6' PVC CAP
6'. SID STEEL PPE
GALVANIZED PANTED
FLIED W /CONCRETE
r -o'. x 4•-0' OR
r -o z 2'- o'X -O'
CONC. FOOTING
PAVEMENT
CLEANOUT TYPE 2
(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
TYPICAL CLEANOUT DETAIL
NO SCALE
BACKFILL
cRO1w CAP w /CONC.
1' ABOVE TOP OF PIPE
Y
t
SLOPE CONCRETE 1 ABOVE
RASH W /STEEL Eva
TYPICAL SWALE SECTION
BOLLARD DETAIL
NO SCALE
MINIMUM 1 CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
EXPANSION JOINT
AROUND LATERAL
FINAL GRADE
6" PVC PIPE
6" SEWER LATERAL
CONCRETE WALK (VADTH VARIES
SLOPE:
1/8" PER FOOT MINIMUM
1/4" PER FOOT PREF'ERRED/MAX.
:ij�`i' �ti'. =f•:r•�'• PAVEMENT
SCORE 1/4" R %s
CONCRETE CURB AND WALK
24'
COMPACTED SUBGRADE
ND SCNI
1
2' CONCRETE CHAIRBACK CURB
(WITHOUT GUTT
GRADE
(NEW OR EXISTING)
(6' X 6' X 6 1 TEE -WYE
MINIMUM 4 CONCRETE CAP FROM
THE SPRING LINE TO 6" OVER PIPE,
NOT TO EXTEND BEYOND FIRST PIPE
JOINT OF WYE. MINIMUM CONCRETE
STRENGTH OF 3500 PSI, 28 DAY
COMPRESSIVE STRENGTH.
1/4" R
w
RESERVED
PARKIN 112"M TAPE (LETTERS)
'WW AOCESSB,E' 10 BE No1ED FOR
SPACES DESIGNATED FOR THAT USE.
ACCESSIBLE PARKING SIGN DETAIL
sIDEwALK
4' MADE BLUE STRIPE
ASPHALT
R
1•. 1 1.. 1
e
1•
Co 0 0 o 0 o O' o o
1
0•0 0 0•0 o 0*
81.IME MANNA= TAPE (SYMBOL BLOCK)
r- ---111 1E MARIAM TAPE (BACKGROUND)
GREEN LLUYINAIING TAPE (ARROW)
...----GREEN ILLIIIYNA11NG TAPE (BORDER)
i
NO SCALE
4' WIDE
WHITE STRIPE
8'
HANDICAPPED
TYP.
6" CONCRETE PAVEMNT
6" GRANULAR FILL (MIN.)
PREPARED SUBGRADE PER INDOT No. 201
HANDICAPPED PARKING SIGN
8' FOR VAN ACCESSIBLE
ACCESSIBLE PARKING STALLS
NO SCALE
•.s 1..
1•
11.• •1.
1
t.
PREPARED SUBGRADE PER INDOT No. 201
PREPARED SUBGRADE PER INDOT No. 201
2"
1111
HANDICAPPED
TYP.
TACK COAT
PRIME COAT
i
11•.
1" 111 H.M.A. SURFACE
3" 18 H.N.A. BINDER
6" 153 COMPACTED STONE BASE
JYPICAL PAVEMENT SECTION
TACK COAT
PRIME COAT
/7Z 4
0
1.. •..•...•...•...010.
1.5" X11 H.A.C. SURFACE
3" 18 H.A.C. BINDER
8' 03 COMPACTED STONE BASE
HEAVY DUTY PAVEMENT SECTION
NO SCNE
NO SCALE
o O 0 O 0 0 0 Crc
0 O o O o O o °00•3
V v% s `/ii V. v v s s. v V v
CONCRETE PAVEMENT SECTION
10' IM.
1101: ALL STRIPES TO BE 4' PAIRED 1M1M'ff
PAINTED ACCESSIBLE
SYMBOL DETAIL
NO SCALE
CROS
G� s
N0•
920354/
STA TE OF
111
DATE:
THIS DRAWING AND THE IDEAS, SIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
‘b
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
m ai
x
HAZEL DELL CORNER
FACE OF BUILDING