HomeMy WebLinkAbout03100003 Hazel Dell Corner, Lot 4 Phase II Construction Plans Pg. IDATE:
10/03/03
PROJECT NO.:
904.007
DRAWN BY:
CWD
CHECKED BY:
JES
SHEET TITLE:
GENERAL DETAILS
DRAWING FILES:
R: \904 \007 \DWS \C802
SHEET NO,:
C802
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
T
(MIN)
A
C 'K
D'K
E'
K
RI
R2
APPROX.
WEIGHT
12"
2"
5"
4' -3"
6' -2"
2' -0"
1.3
10 1/8"
9"
800
15"
2 1/4"
7"
4' -0"
6' -3"
2' -6"
1.5
12 1/2"
11"
1,100
18"
2 1/2"
11"
4' -1"
6 -2
3' -0"
1.8
15 1/2"
12"
1,300
21"
2 3/4"
11"
3' -6"
6' -3"
3' -6"
2.1
16 1/8"
1 3"
1,500
24"
3"
1' -0"
2' -8"
6' -3"
4' -0"
2.3
16 3/16"
14"
1,800
27"
3 1/4"
1'_1"
2' -5"
6' -3"
4' 6"
2.6
18 1/2"
14 1/2"
2,100
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' -6"
8' -3"
5' -6"
3.1
18 1/2"
17 1/2"
4,100
36"
4"
1' -5"
3' -1"
8' -3"
6' -0"
3.4
23 3/4"
20"
4,200
TOLERANCE 1'
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REQUIRED
15" or less
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
AM
Depths
Manhole
Yes
STR.#
B
La
W
604
3'
8'
10'
XX
XX
XX
XX
xx
xx
xx
xx
XX
XX
XX
XX
PIPE SIZE
12 -15"
18" OVER
BEDDING BELOW
O.D. /4
O.D. /4
THE PIPE BARREL
MIN =4"
MAX =8"
PIPE Q
CULVERT o
NOTES
PIPE
CULVERT
❑0
0000
00 0000
0
00 0000
0000❑❑
0000
00
GRADE
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.
STORM MANHOLE DETAIL
Grooved end on outlet end
tongue end on
inlet end
ill
T.C.
Groove (or tongue) to
be the same as on standard
reinforced concrete pipe
ASTM designation C76 A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
1. AVERAGE STONE SIZE FOR RIPRAP TO BE 6
2. MINIMUM THICKNESS OF RIPRAP TO BE 12
3. GEOTEXTILE TO BE POLYFELT TS700 OR
APPROVED EQUAL.
RIPRAP GEOTEXTILE
UNDER END SECTION
TOE ANCHOR
STANDARD REINFORCED CONC. BASE
COMPUTED LENGTH OF CULVERT
PAY LENGTH
OF CULVERT
PLAN VIEW
CROSS SECTION
PIPE
CULVERT
1 1/2"r
END SECTION
LENGTH (D)
SLOPE DETAIL
HOOK
BOLTS
CLASS 'A'
CONCRETE
Lo
OR TO EDGE OF
SAFETY LEDGE
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772 -A
A, A
I II I11 I I 1 1 I�
�il�ll�l
SECTION Y —Y
12 "C to C
MAX.SPACING]
SECTION A —A
E +2T
PRECAST CONCRETE END SECTION
NO SCALE
RIPRAP GEOTEXI1LE
CAP NOT REQUIRED
FOR BOX STRUCTURE
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
1 1 /2'r
CONCRETE PIPE TOE ANCHOR
RIPRAP DETAIL END SECTION(_
,,(SEE NOTES)
air
•mow i�
We,
SAFETY LEDGE.
SEE LAKE CROSS
SECTION FOR DETAIL
#8 CRUSHED STONE or
#8 FRACTURED FACE
AGGREGATE HAND TAMPED
OR WALKED INTO 1/2 O.D.
A
1:10
4' -0"
SLOPE
PLAN VIEW
COMPACTED GRANULAR
BACKFILL TO BE USED
UNDER ALL PAVED AREAS.
MIN WIDTH
1.25 (O.D.) +12"
FINISH GRADE
FLEXIBLE (PVC or HDPE)
PIPE BEDDING
GRADE
A
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 (NO. 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.0.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.
I 4" MIN.
(BELOW BARREL)
#8 CRUSHED STONE or
#8 FRACTURED FACE AGGREGATE
BELL HOLE EXCAVATED
STORM SEWER TRENCH DETAILS
T\
/X i \ii ce i/ i
6' -0"
SECTION A —A
**(TRENCH SIDE SLOPES)
1:2 OVER 16'
1:3 TO 16'
1:6 TO 12'
1 :12 TO 8'
#8 CRUSHED STONE or
#8 FRACTURED FACE
AGGREGATE HAND TAMPED OR
WALKED INTO 1/2 O.D. +12"
ABOVE TOP OF PIPE
48" DIA.
24"
OPENING
"B" BORROW
1:10
SLOPE
2' CONC. ROLL CURB
SUBSURFACE DIIAIN
HANDICAP RAMP DETAILS
J
CO
ct
ct
#8 CRUSHED STONE or
B- BORROW AS REQUIRED"
COMPACTED TO 95% MAX.
DENSITY
6" SSD UNDERDRAIN
AS SHOWN ON PLANS
RCP PIPE BEDDING
NO SCALE
S
STORM MANHOLE
NEENAH TYPE CASTING
NO. R -3010
ASPHALT
FINISH GRADE
CONCRETE CURB TAPERED
DOWN TO GRADE AT RAMP
COMPACTED GRANULAR
BACKFILL TO BE USED
UNDER ALL PAVED AREAS.
MIN WIDTH
1.25 (O.D.) +12"
17
NO SCALE
N
STANDARD REINFORCED CONC. BASE
PAVEMENT
0.5(O.D.) +3"
SEALED
EXPANSION
JOINT
5-0"
PAVEMENT
INSTALLATION REQUIRED:
AS SHOWN ON UTILITY PLAN
CHAIR BACK CURB INLET i$
1
=_III III' -1
Ill,;, III III —I''
CONCRETE
CURB
SUBSURFACE 3RA
SECTION A —A
4' -0" MINIMUM
PLAN VIEW
\�R \)pi ,Z 4(\ 2 `Z%� 0% /j/��� /,W i/'
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN 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.
(MIN
SURFACE OF DITCH BOTTOM
GRADE
(NEW OR EXISTING)
8 STONE
_6" PERFORATED PLASTIC PIPE
WITH WRAP TO MEET AASHTO M252 TYPE S
6' -0"
MAX. 1:12 SLOPE
a
PREPARED SUBGRADE
5-0"
SEE PLAN
TYPICAL SIDEWALK SECTION
NOT TO SCALE
20' BETWEEN EXPANSION JOINTS _MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL C5
BACKFILL
VARIES
Q
X11, ,vI1,
36" x 36" x 6" CONCRETE
APRON WITH FIBERMESH 1
REINFORCEMENT. N
PLACE MINIMUM 10" DIAMETER 17
HDPE PIPE AROUND LATERAL
PRIOR TO BACKFILLING. HDPE jv
PIPE TO EXTEND INTO
CONCRETE..:`
#8 STONE BELOW CONCRETE
APRON TO PREVENT
SETTLING. EXTEND TO
UNDISTURBED EARTH.
2' CONCRETE CHAIRBACK CURB
(WITHOUT GUTTER)
TYPICAL SWALE SECTION
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, LEI ILRED "SEWER"
6" PVC CAP
GRADE OF
DRIVE
COMPACTED SUBGRADE
#4 BARS (TYP.)
0 TYPE "0" COMPACTED AGGREGATE
FOR BASE No. 53
0 THE CONTRACTOR MAY, AT NO ADDITIONAL COST, CONSTRUCT THIS
TYPICAL WITH FULL -DEPTH CONCRETE. THE COST OF THE TYPE "0"
COMPACTED AGGREGATE BASE, AND ITS INSTALLATION, WILL BE
INCLUDED IN THE COST OF THE MODIFIED COMBINED CONCRETE
CURB AND GUTTER.
MODIFIED DEPRESSED CONCRETE GUTTER
24"
CROWN CAP W /CONC.
1" ABOVE TOP OF PIPE
0
i
6 "0 STD. STEEL PIPE
GALVANIZED PAINTED
FILLED W /CONCRETE
2' -0 "0 x 4' -0" OR
2' -0" x 2' -0' X 4' -0"
CONC. FOOTING
SLOPE CONCRETE 1' ABOVE
FINISH W /STEEL TROWEL
PAVEMENT
CLEA \OUT TYPE 2
GRADE
1 ,(NEW OR EXISTING)
(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
TYPICAL CLEANOUT DETAIL
NO SCALE
CONCRETE CURB AND WALK
lll ill,
EARTH
BACKFILL
#53 COMPACTED
STONE BASE
BOLLARD DETAIL i
NO SCALE caoz
NO SCALE
MINIMUM 1" CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
EXPANSION JOINT
AROUND LATERAL
FINAL GRADE
6" 6 PVC PIPE
6" SEWER LATERAL
CONCRETE WALK (WIDTH VARIES)
SLOPE:
1/8" PER FOOT MINIMUM
1/4" PER FOOT PREFERRED /MAX.
Pt
24"
3/4"
18"
(6" X 6" X 6 TEE -WYE
MINIMUM 4" CONCRETE CAP FROM
THE SPRING LINE TO 6" OVER PIPE, ASPHALT
NOT TO EXTEND BEYOND FIRST PIPE
JOINT OF WYE. MINIMUM CONCRETE
STRENGTH OF 3500 PSI, 28 DAY
COMPRESSIVE STRENGTH.
NO SCALE
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O• O•� O•o O• Q O oo U• O•o O•o o•o O•
2' CONCRETE CHAIRBACK CURB
WI TH GUTTER)
e "VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
ACCESSIBLE PARKING SIGN DETAIL
4" WIDE BLUE STRIPE
SIDEWALK
2"
PAVEMENT
4" WIDE
WHITE STRIPE
9'
HANDICAPPED
TYP.
NO SCALE
HEAVY DUTY PAVEMENT SECTION
0° o O o O p o O o O o O o
0 0 0 0 0 0 0
O° o O° o O° p O o o O° p O° o O° o O°
o 0 0 0 o
7 /P Y/igi)/ j,A` n9/� //i �/>s ?A//il/i /ti }j /i %/>9/> /i /J //i
PREPARED SUBGRADE PER INDOT No. 201
CONCRETE PAVEMENT SECTION
CONCRETE
3000 PSI
1 1/2"r
o o 'o.
GRANULAR o °o•o
BACKFILL
VARIABLE
GREEN ILLUMINATING TAPE (Li iLKS)
BLUE ILLUMINATING TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
GREEN ILLUMINATING TAPE (ARROW)
GREEN ILLUMINATING TAPE (BORDER)
ACCESSIBLE PARKING STALLS
TACK COAT
PREPARED SUBGRADE PER INDOT No. 201
1.5" #11 H.M.A. SURFACE
3" #8 H.M.A. BINDER
6" #53 COMPACTED STONE BASE
TYPICAL PAVEMENT SECTION
b •m
o. o
o o °o'
HANDICAPPED PARKING SIGN
9' FOR VAN ACCESSIBLE
NO SCALE
1/2"r
2"
TACK COAT
PRIME COAT
PREPARED SUBGRADE PER INDOT No. 201
9'
NO SCALE
1.5" #11 H.A.C. SURFACE
3" #8 H.A.C. BINDER
8" #53 COMPACTED STONE BASE
6" CONCRETE PAVEMNT
6" GRANULAR FILL (MIN.)
3" OF TOP SOIL
i I EXISTING
<BACKFIL GROUND
NO SCALE
STRAIGHT CONCRETE CURB DETAIL 4
TYPE V cso�
10" DIA
NOTE: AL STRIPES TO BE 4" PAINTED WHITE
PAINTED ACCESSIBLE
SYMBOL DETAIL
NO SCALE
802
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THIS DRAWIN
CONCEPTS CON
INTELLECTUF
CORPORATION
REPRODUCED.
THE WRITTE
COPYRIGH
�PF� S TE 4 F
No.10100357
O. STATE F 4
s /p At
J ATEV 9
Thg
AND THE IDEAS, DESIGNS AND
AINED HEREIN ARE THE EXCLUSIVE
PROPERTY OF THE SCHNEIDER
AND ARE NOT TO BE USED OR
N WHOLE OR IN PART, WITHOUT
CONSENT OF THE SCHNEIDER
CORPORATION.
D BY THE SCHNEIDER CORP. (2003)
‘b,
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephor 317.826.7100
Fax: 31 .826.7200
www.schneidercorp.com
Architec ure
Civil Eng veering
Environrr ental Engineering
Geotechl ical Services
GIS LI'
Home BI ilder Services
Interior 'resign
Land Su veying
Landscai e Architecture
Transpor -ation Engineering
5' -0" BETWEEN
TRANSVERSE JOINTS
PIPE Q
CULVERT o
NOTES
PIPE
CULVERT
❑0
0000
00 0000
0
00 0000
0000❑❑
0000
00
GRADE
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.
STORM MANHOLE DETAIL
Grooved end on outlet end
tongue end on
inlet end
ill
T.C.
Groove (or tongue) to
be the same as on standard
reinforced concrete pipe
ASTM designation C76 A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
1. AVERAGE STONE SIZE FOR RIPRAP TO BE 6
2. MINIMUM THICKNESS OF RIPRAP TO BE 12
3. GEOTEXTILE TO BE POLYFELT TS700 OR
APPROVED EQUAL.
RIPRAP GEOTEXTILE
UNDER END SECTION
TOE ANCHOR
STANDARD REINFORCED CONC. BASE
COMPUTED LENGTH OF CULVERT
PAY LENGTH
OF CULVERT
PLAN VIEW
CROSS SECTION
PIPE
CULVERT
1 1/2"r
END SECTION
LENGTH (D)
SLOPE DETAIL
HOOK
BOLTS
CLASS 'A'
CONCRETE
Lo
OR TO EDGE OF
SAFETY LEDGE
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772 -A
A, A
I II I11 I I 1 1 I�
�il�ll�l
SECTION Y —Y
12 "C to C
MAX.SPACING]
SECTION A —A
E +2T
PRECAST CONCRETE END SECTION
NO SCALE
RIPRAP GEOTEXI1LE
CAP NOT REQUIRED
FOR BOX STRUCTURE
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
1 1 /2'r
CONCRETE PIPE TOE ANCHOR
RIPRAP DETAIL END SECTION(_
,,(SEE NOTES)
air
•mow i�
We,
SAFETY LEDGE.
SEE LAKE CROSS
SECTION FOR DETAIL
#8 CRUSHED STONE or
#8 FRACTURED FACE
AGGREGATE HAND TAMPED
OR WALKED INTO 1/2 O.D.
A
1:10
4' -0"
SLOPE
PLAN VIEW
COMPACTED GRANULAR
BACKFILL TO BE USED
UNDER ALL PAVED AREAS.
MIN WIDTH
1.25 (O.D.) +12"
FINISH GRADE
FLEXIBLE (PVC or HDPE)
PIPE BEDDING
GRADE
A
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 (NO. 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.0.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.
I 4" MIN.
(BELOW BARREL)
#8 CRUSHED STONE or
#8 FRACTURED FACE AGGREGATE
BELL HOLE EXCAVATED
STORM SEWER TRENCH DETAILS
T\
/X i \ii ce i/ i
6' -0"
SECTION A —A
**(TRENCH SIDE SLOPES)
1:2 OVER 16'
1:3 TO 16'
1:6 TO 12'
1 :12 TO 8'
#8 CRUSHED STONE or
#8 FRACTURED FACE
AGGREGATE HAND TAMPED OR
WALKED INTO 1/2 O.D. +12"
ABOVE TOP OF PIPE
48" DIA.
24"
OPENING
"B" BORROW
1:10
SLOPE
2' CONC. ROLL CURB
SUBSURFACE DIIAIN
HANDICAP RAMP DETAILS
J
CO
ct
ct
#8 CRUSHED STONE or
B- BORROW AS REQUIRED"
COMPACTED TO 95% MAX.
DENSITY
6" SSD UNDERDRAIN
AS SHOWN ON PLANS
RCP PIPE BEDDING
NO SCALE
S
STORM MANHOLE
NEENAH TYPE CASTING
NO. R -3010
ASPHALT
FINISH GRADE
CONCRETE CURB TAPERED
DOWN TO GRADE AT RAMP
COMPACTED GRANULAR
BACKFILL TO BE USED
UNDER ALL PAVED AREAS.
MIN WIDTH
1.25 (O.D.) +12"
17
NO SCALE
N
STANDARD REINFORCED CONC. BASE
PAVEMENT
0.5(O.D.) +3"
SEALED
EXPANSION
JOINT
5-0"
PAVEMENT
INSTALLATION REQUIRED:
AS SHOWN ON UTILITY PLAN
CHAIR BACK CURB INLET i$
1
=_III III' -1
Ill,;, III III —I''
CONCRETE
CURB
SUBSURFACE 3RA
SECTION A —A
4' -0" MINIMUM
PLAN VIEW
\�R \)pi ,Z 4(\ 2 `Z%� 0% /j/��� /,W i/'
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN 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.
(MIN
SURFACE OF DITCH BOTTOM
GRADE
(NEW OR EXISTING)
8 STONE
_6" PERFORATED PLASTIC PIPE
WITH WRAP TO MEET AASHTO M252 TYPE S
6' -0"
MAX. 1:12 SLOPE
a
PREPARED SUBGRADE
5-0"
SEE PLAN
TYPICAL SIDEWALK SECTION
NOT TO SCALE
20' BETWEEN EXPANSION JOINTS _MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL C5
BACKFILL
VARIES
Q
X11, ,vI1,
36" x 36" x 6" CONCRETE
APRON WITH FIBERMESH 1
REINFORCEMENT. N
PLACE MINIMUM 10" DIAMETER 17
HDPE PIPE AROUND LATERAL
PRIOR TO BACKFILLING. HDPE jv
PIPE TO EXTEND INTO
CONCRETE..:`
#8 STONE BELOW CONCRETE
APRON TO PREVENT
SETTLING. EXTEND TO
UNDISTURBED EARTH.
2' CONCRETE CHAIRBACK CURB
(WITHOUT GUTTER)
TYPICAL SWALE SECTION
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, LEI ILRED "SEWER"
6" PVC CAP
GRADE OF
DRIVE
COMPACTED SUBGRADE
#4 BARS (TYP.)
0 TYPE "0" COMPACTED AGGREGATE
FOR BASE No. 53
0 THE CONTRACTOR MAY, AT NO ADDITIONAL COST, CONSTRUCT THIS
TYPICAL WITH FULL -DEPTH CONCRETE. THE COST OF THE TYPE "0"
COMPACTED AGGREGATE BASE, AND ITS INSTALLATION, WILL BE
INCLUDED IN THE COST OF THE MODIFIED COMBINED CONCRETE
CURB AND GUTTER.
MODIFIED DEPRESSED CONCRETE GUTTER
24"
CROWN CAP W /CONC.
1" ABOVE TOP OF PIPE
0
i
6 "0 STD. STEEL PIPE
GALVANIZED PAINTED
FILLED W /CONCRETE
2' -0 "0 x 4' -0" OR
2' -0" x 2' -0' X 4' -0"
CONC. FOOTING
SLOPE CONCRETE 1' ABOVE
FINISH W /STEEL TROWEL
PAVEMENT
CLEA \OUT TYPE 2
GRADE
1 ,(NEW OR EXISTING)
(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
TYPICAL CLEANOUT DETAIL
NO SCALE
CONCRETE CURB AND WALK
lll ill,
EARTH
BACKFILL
#53 COMPACTED
STONE BASE
BOLLARD DETAIL i
NO SCALE caoz
NO SCALE
MINIMUM 1" CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
EXPANSION JOINT
AROUND LATERAL
FINAL GRADE
6" 6 PVC PIPE
6" SEWER LATERAL
CONCRETE WALK (WIDTH VARIES)
SLOPE:
1/8" PER FOOT MINIMUM
1/4" PER FOOT PREFERRED /MAX.
Pt
24"
3/4"
18"
(6" X 6" X 6 TEE -WYE
MINIMUM 4" CONCRETE CAP FROM
THE SPRING LINE TO 6" OVER PIPE, ASPHALT
NOT TO EXTEND BEYOND FIRST PIPE
JOINT OF WYE. MINIMUM CONCRETE
STRENGTH OF 3500 PSI, 28 DAY
COMPRESSIVE STRENGTH.
NO SCALE
o•o o•o t•° o•o o•o o o o•o o•o o•o o•o o•o'
o• o o. c o• o o•o o•o o• o o•o o•o o•o o•o o•
o o o•o t•o o•o o•o o o o o•o o•o o•o o•o v
a 24
o Oro C•s+ o n O n n D D
O• O•� O•o O• Q O oo U• O•o O•o o•o O•
2' CONCRETE CHAIRBACK CURB
WI TH GUTTER)
e "VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
ACCESSIBLE PARKING SIGN DETAIL
4" WIDE BLUE STRIPE
SIDEWALK
2"
PAVEMENT
4" WIDE
WHITE STRIPE
9'
HANDICAPPED
TYP.
NO SCALE
HEAVY DUTY PAVEMENT SECTION
0° o O o O p o O o O o O o
0 0 0 0 0 0 0
O° o O° o O° p O o o O° p O° o O° o O°
o 0 0 0 o
7 /P Y/igi)/ j,A` n9/� //i �/>s ?A//il/i /ti }j /i %/>9/> /i /J //i
PREPARED SUBGRADE PER INDOT No. 201
CONCRETE PAVEMENT SECTION
CONCRETE
3000 PSI
1 1/2"r
o o 'o.
GRANULAR o °o•o
BACKFILL
VARIABLE
GREEN ILLUMINATING TAPE (Li iLKS)
BLUE ILLUMINATING TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
GREEN ILLUMINATING TAPE (ARROW)
GREEN ILLUMINATING TAPE (BORDER)
ACCESSIBLE PARKING STALLS
TACK COAT
PREPARED SUBGRADE PER INDOT No. 201
1.5" #11 H.M.A. SURFACE
3" #8 H.M.A. BINDER
6" #53 COMPACTED STONE BASE
TYPICAL PAVEMENT SECTION
b •m
o. o
o o °o'
HANDICAPPED PARKING SIGN
9' FOR VAN ACCESSIBLE
NO SCALE
1/2"r
2"
TACK COAT
PRIME COAT
PREPARED SUBGRADE PER INDOT No. 201
9'
NO SCALE
1.5" #11 H.A.C. SURFACE
3" #8 H.A.C. BINDER
8" #53 COMPACTED STONE BASE
6" CONCRETE PAVEMNT
6" GRANULAR FILL (MIN.)
3" OF TOP SOIL
i I EXISTING
<BACKFIL GROUND
NO SCALE
STRAIGHT CONCRETE CURB DETAIL 4
TYPE V cso�
10" DIA
NOTE: AL STRIPES TO BE 4" PAINTED WHITE
PAINTED ACCESSIBLE
SYMBOL DETAIL
NO SCALE
802
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O
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O
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0
0
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THIS DRAWIN
CONCEPTS CON
INTELLECTUF
CORPORATION
REPRODUCED.
THE WRITTE
COPYRIGH
�PF� S TE 4 F
No.10100357
O. STATE F 4
s /p At
J ATEV 9
Thg
AND THE IDEAS, DESIGNS AND
AINED HEREIN ARE THE EXCLUSIVE
PROPERTY OF THE SCHNEIDER
AND ARE NOT TO BE USED OR
N WHOLE OR IN PART, WITHOUT
CONSENT OF THE SCHNEIDER
CORPORATION.
D BY THE SCHNEIDER CORP. (2003)
‘b,
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephor 317.826.7100
Fax: 31 .826.7200
www.schneidercorp.com
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