HomeMy WebLinkAbout85-01 VOWC Sec. 8002 - Construction Plans - General Details C8011/.4. 1'RCrURMLU
JOINT FILLER
'NI N i6 O
TRANSVERSE JOINT
6' —O" BETWEEN
TRANSVERSE JOINT
I G. I IL I iINI
a3W230.�321d u zr /L
TRANSVERSE JOINTS
y
EXISTING PAVEMENT
10'
10'
6" CHAIRBACK CURB
1" #11 HAC SURFACE
3" #9 HAC BINDER
9" #53 COMPACTED STONE BASE
6'
WIDENING
VARIES FROM
0 TO 15.0'
6'
1/4" PER FOOT
MIN.
VALLEY GUTTER
PLAN GRADE
ALLEY GRADING DETAIL
70' HALF R/W
VARIES
R/W
WALK
6' CURB TRANSITION
1/4" PER FOOT
TOWNE ROAD WIDENING DETAIL
BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
COVER SEAL
USE 6" SEWER PIPE UNLESS
OTHERWISE SPECIFIED
LONG RADIUS CURVE
SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
WYE &LATERAL CAPPING DETAIL
PLACE 1/2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
SANITARY
SEWER
GRADE
(NEW OR EXISTING)
DIAMETER AS
SPECIFIED.
ON PLANS
PLAN VIEW
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
NOMINAL2" BUM RUBBER
BASE EXTRUDABLE "REFORMED
GASKET MATERIAL (TYP)
SEE DPW SPECS.
GASKET DETAIL SECTION A —A
ADJUSTING RING DETAIL
(FIGURE 5 -4B)
\'2\ j \GAS MAIN'
x
WATER MAIN
STANDARD HYDRO
SEEDING W /STRAW
MULCH TACKIFIELD
z
TYPICAL UTILITY CROSSING
TYPICAL SWALE SECTION
NORMAL GRADE
1/4" PER FOOT
MIN.-1/8" PER FOOT
CONNECT TO EXISTING
SERVICE PLUG FOR
FUTURE CONNECTION.
PLUG SHALL BE ABLE
TO PASS AIR PRESSURE
TEST REQUIRED FOR
SEWER MAIN.
USE 6" SEWER PIPE
UNLESS OTHERWISE
SPECIFIED
5' WALK
VARIES
H71 7_7,1 I I,
11' (MIN.)
30'
MIN
45' MAX.
IN I Il 11 1T fl l ll ll�e�
LONG RADIUS
II l il.l�i
I_
1" #11 HAC SURFACE
3" #9 HAC BINDER
9" #53 COMPACTED STONE BASE
ISOMETRIC PLAN
6.
Mr l inirm
A
PLAN VIEW
CONNECTION TO MAIN SEWER
SECTION A—A
GRADE
(NEW OR EXISTING)
S -150 EROSION CONTROL
BLANKET AS MANUFACTURED BY
NORTH AMERICAN GREEN
DIAMETER AS SPECIFIED
ON PLAN OR SCHEDULE
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
50' RIGHT OF WAY (MINIMUM)
28' FACE TO FACE
CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
PROFILE GRADE 6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
e "s•. e•e s.e o•e r•e "r•• "o•e r•e r •sr•o o.e w.y l j.•t••'
"r•o •o "�•e "r•o "o•o "r r•o• s. o r•o" e. e" o• e" e.o r. o" s•o "r•e "o•e "o•o "r.o "r.o'o•e "o•• r•o o'
•o..•r•e•r.e•o. a •s.e•o.errs•rr•orr�o•r.err.orr� err= •rr�•wr �e•r�ew
STREET CROSS SECTION A —A
RHETTSBURY STREET
Ar A
r pr
Ar Ar
r A r „or A r A A
re i
TRANSVERSE EXPANSION JOINTS
=11 It It 11- 11.^It 11; .••t:•:: .�:f'`:�.
TOP SOiL MIN 3 �SIDEW
It II 11 ALKr'' r�,
stl�ll I! 11:= H •,;'rr: ^II It
.�un�.,. u Vi
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No, 207
4' -0" MIN.
CURB JOINT DETAIL
R/W LINE
PAVEMENT
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.
SIDEWALK DETAIL
100'
6 '-0
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
SLOPE SLOPE
PLAN VIEW
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
2' CONC. ROLL CURB
SECTION A —A
WHEELCHAIR RAMP DETAIL
3" CHAT STONE
5" #53 STONE
CHAT PATH SECTION
5.5'
(MIN.)
i �1I11�111
TOP OF CURB
BOTTOM OF CURB
re, A
11 MIN.)
?III
5' WALK
PIPE UNDERDRAIN (TYP)
SEE DETAIL
5
i 1S 1 T�i' S,. 4„
gyp`•
No.
9800085
STATE OF
DATE: 9(
THIS DRAWING AND THE IDEAS, DESIGNS 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)
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.56 9.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS US
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Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
Schneider
O
0
DATE:
6/28/01
DRAWN BY:
DCC
PROJECT NO
1238.8002
CHECKED BY:
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \1238 \8002 \DWGS \C801.DWG
v
of Wes tClay
sEcTioix
80 02
CARMEL, INDIANA
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
Wed Jun 27 22: 25: 58 2001
FUTURE CENTER OF RIGHT—OF—WAY