HomeMy WebLinkAboutC802 General DetailsDATE:
02/02/04
I
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \1238 \029 \DWGS \C802.DWG
SHEET NO.:
,,,l
02
D 12"
f
DATE:
02/02/04
PROJECT NO.:
1238.029
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \1238 \029 \DWGS \C802.DWG
SHEET NO.:
,,,l
02
D 12"
PIPE SIZE
12 -15"
18" OVER
BEDDING BELOW
THE PIPE BARREL
O.D. /4
MIN =4"
O.D. /4
MAX =8"
PIPE SIZE
A
B
UP TO 33"
D 16"
D 12"
36" AND GREATER
D 24"
D 12"
BOLLARD DETAIL
ROUNDED CONCRETE CAP
4" DIAMETER STEEL FENCE POST
f FILLED WITH CLASS A CONCRETE
YELLOW PAINT IN ACCORDANCE WITH 909.04
7-
i f EXISTING ASPHALT PAVEMENT
12" DIAMETER, CLASS A CONCRETE PIER
APPROX. 90°
CONTECH 1 3/4" WIDE
VARIABLE HEIGHT PARALLEL
SIDE GRATE OR EQUIVALENT
FINISH GRADE
TO MEET MANUFACTURER'S
SPECIFICATIONS INSTALLATION
REQUIREMENTS.
n
CLEANOUT PLUG
SANITARY SEWER LATERAL
6" PIPE
LONG RADIUS
TYPICAL CLEANOUT DETAIL
SEWER AS
PER PLAN
D/4 OR 6" MIN.
MAX. WIDTH A
MIN. WIDTH B
(2' -6" MIN.)
=II
III
ITII_
7 111:
-III:
SANITARY SEWER TRENCH DETAIL
TYPICAL SLOTTED
DRAIN DETAIL
NOT TO SCALE
12"
NO
PAKING
ANYTIME
1 1
=1
COMPACTED #8 CRUSHED
IIII STONE
illl
III
TOP OF GRATE TO BE
INSTALLED AT 1/4"
BELOW FINISHED GRADE.
J
NO PARKING SIGN DETAIL
SPRING LINE
i t_ OF PIPE
NO SCALE
CONNECT TO EXISTING SERVICE
OR PLUG FOR FUTURE SERVICE.
PLUG SHALL BE ABLE TO PASS
AIR PRESSURE TEST REQUIRED
FOR SEWER MAIN.
1 3/4"
RETAINING WALL
SEE ARCHITECTURAL
PLANS
12" CONTECH
CORRUGATED STEEL
PIPE OR EQUIVALENT
RED ILLUMINATING TAPE (LETTERS)
WHITE ILLUMINATING TAPE (BACKGROUND)
RED ILLUMINATING TAPE (ARROW)
RED ILLUMINATING TAPE (BORDER)
APPROX. 90°
#8 CRUSHED STONE or
#8 FRACTURED FACE
AGGREGATE HAND TAMPED
OR WALKED INTO 1/2 0.0.
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
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.
FINISH GRADE
COMPACTED GRANULAR
BACKFILL TO BE USED
UNDER ALL PAVED AREAS.
MIN WIDTH
1.25 (0.D.) +12"
o .o:o.o :a.0 0
p O•o O.• •0
a•o
FLEXIBLE (PVC or HDPE)
PIPE BEDDING
PIPE TRENCH DETAIL
�I1
A
#8 STONE BELOW CONCRETE
APRON TO PREVENT
SETTLING. EXTEND TO
UNDISTURBED EARTH.
,+ll,
,//,//,////,//>0
36" x 36" x 6" CONCRETE
APRON WITH FIBERMESH
REINFORCEMENT.
PLACE MINIMUM 10" DIAMETER
HDPE PIPE AROUND LATERAL \jam
PRIOR TO BACKFILLING. HDPE
PIPE TO EXTEND INTO
CONCRETE.
30'
MIN
45° MAX.
LONG RADIUS
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
#8 CRUSHED STONE or
#8 FRACTURED FACE AGGREGATE
BELL HOLE EXCAVATED
\AETRIC PLAN
PLAN VIEW
CONNECTION TO MAIN SEWER
CLEA\OJT TYPE 2
4" MIN.
(BELOW BARREL)
I *(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 0.0. +12"
ABOVE TOP OF PIPE
MAIN
SEWER
SECTION A-A
DIAMETER AS SPECIFIED
f ON PLAN OR SCHEDULE
MINIMUM 1" CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
EXPANSION JOINT
AROUND LATERAL
FINAL GRADE
dL �fl,
i
\A A \A A
6" PVC PIPE
(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
TYPICAL CLEANOUT DETAIL
(6" X 6" X 6 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.
SEWER LATERAL
FINISH GRADE
INFI- SHIELD "UNIBAND"
OR APPROVED EQUAL SEAL
PER SPECIFICATIONS
0 Z
Z J
W W:
(nJOD
W Q `r
(n J qj
LLI
BUTYL RUBBER COATING
AS PER SPECIFICATION
PRECAST BASE
CO
NOTES:
W
0
W
W
w
0
2' -0" DIA.
(16" MAX.)
INSTALLATION OF UNDERDRAIN SHALL
CONFORM TO SECTION 718 OF THE INDOT
STANDARD SPECIFICATION.
MANHOLE STEPS
4' -0" DIA.
UNDERDRAINS SHALL NOT BE INSTALLED UNTIL
AFTER GRADING AND COMPACTION IS
COMPLETE ON SUBGRADE.
ANY CONTAMINATION OF UNDERDRAIN SHALL
BE REMOVED PRIOR TO INSTALLATION OF
AGGREGATE BASE.
UNDERDRAINS SHALL NOT BE INSTALLED UNTIL
UTILITIES LOCATED BENEATH THE
UNDERDRAINS ARE IN PLACE. (i.e.
WATERMAINS, STORM SEWERS, SANITARY
SEWERS)
2' CHAIRBACK CURB
12" CONCRETE BLOCK WALL
w/ BRICK EXTERIOR
CONCRETE CAP (7.5' TALL)
CONCRETE PAD T
ASPHALT DRIVE
NEENAH R- 1642 —A W /SELF
SEALING LID (OR EQUAL)
STAMPED "SANITARY SEWER"
r•
4
4' -0" MIN. MANHOLE BASE FOR PRECAST
PLACE 1/2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
PRECAST CONC.
RINGS
TAPERED CONE
SECTION
..d
0•0 O 0 p 0 0 `p 0p o p o 0*. p 0
0 0 0 0 0 0 0 0 0 0 o °p
O 0° 0. 0 0 0 0'0 0°0 .0° p• 0
0 °p 0 0°0 0 0°0 0 0 °p 0 0
PRECAST CONCRETE
SECTIONS
FILL WITH
CONCRETE
#4 12" EA. WAY
SECTION A —A
SANITARY MANHOLE DETAIL
NOMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP)
PER SPECS.
PLAN VIEW
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
GASKET DETAIL SECTION A -A
ADJUSTING RING DETAIL
(FIGURE 5 -4B)
3" 3"
(MIN; (MIN;
12" (MIN)
18" (MAX)
AIL
#8 WASHED GRAVEL OR
APPROVED EQUIVALENT
(INDOT STD. SPECS.)
CURB UNDERDRAIN
PER HCHD STANDARD DETAIL P -1
14.0'
a
SERVICE DOOR
14.0'
TRASH DUMPSTER DETAIL
NOT TO SCALE
NOTE
MANHOLE CONFORMS TO ASTM C -478
JOINT CONFORMS TO ASTM C -443
6" MIN. NO. 8 CRUSHED STONE
REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
CARMEL
PLAN
EARTH OR SIDEWALK SURFACE
TOP OF CURB
CONCRETE CURB
2' CHAIRBACK CURB
8
BOLLARD
PARKING
1.5' RADIUS (FACE)
PAVEMENT
0
C802
SWINGING TRUCK ENTRANCE GATES w/
"NO PARKING" SIGNS ON EACH DOOR
CONCRETE PAD
ASPHALT DRIVE
H-
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DATE: 2/2/04
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. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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