HomeMy WebLinkAbout04090014 Townhomes at Guilford, Construction Plans pg. 26DATE:
9/3/04
PROJECT NO.:
4831.002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SANITARY SEWER
DETAILS
DRAWING FILES:
N: \4K \4831 \002 \DWGS \C802.DWG
SHEET NO.:
C
85%
90%
TRENCH AREA
CLASS I
CLASS II
CLASS III
CLASS IV
BEDDING
FLAT SHOVEL
85%
90%
UNDISTURBED BOTTOM
HAUNCH
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
APPROX 90'
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
EXIST. PAVEMENT
4
NOTES:
COVER SEAL
USE 6" SEWER PIPE UNLESS
OTHERWISE SPECIFIED
LONG RADIUS CURVE
LONG RADIUS
MIN.
SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
WYE LATERAL CAPPING DETAIL
ISOMETRIC PLAN
SECTION A -A
DIAMETER AS SPECIFIED
f ON PLAN OR SCHEDULE
A
PLAN VIEW
CONNECTION TO MAIN SEWER
LIMITS OF PATCH
SAW CUT FOR CLEAN BREAK
1 1/2" HAC SURFACE (MAX.)
1 O
MIN.
FLOWABLE FILL
1. NEW SURFACE TO BE SLOPED AT SAME RATE
AS EXISTING SURFACE.
2. TRENCH SPOIL IS TO BE REMOVED FROM THE
WORK SITE.
3. BITUMINOUS TACK TO BE APPLIED PER INDIANA
DEPT. OF HIGHWAYS STANDARD SPECIFICATIONS
1998 SECTION 409 AND 902.
4. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC.
DISTURBED OR REMOVED DURING EXCAVATION
ACTIVITIES, SHALL BE RETURNED TO THEIR ORIGINAL
CONDITION.
5. CUT SHALL BE STEEL PLATED DURING CONCRETE
CURE TIME AND UNTIL ASPHALT IS APPLIED.
ROAD PATCH DETAIL
DIAMETER AS
SPECIFIED
ON PLANS
5
C802)
1' -0"
a
4
EXIST. PAVEMENT
PLAIN CONCRETE
FINISH GRADE
INA- SHIELD "UNIBAND'
OR APPROVED EQUAL SEAL o
PER SPECIFlCA11ONS
BUTYL RUBBER COATING
AS PER SPECIFICATION
PRECAST BASE
lo
SOIL
PLACEMENT
N
6
3.
w
W
w
2
0
12" MIN.
No. 8 STONE
6" MIN.-
Al
a'.
2' -0" DIA.
(16" MAX.)
MANHOLE STEPS
4' -Q" DIA.
.Ia
1/2 TRENCH
DEPTH MIN.
PLACE 1/2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
STORM OR SANITARY
SEWER
NEENAH R- 1642 -A OR JORDAN 104522
W /SELF SEALING UD (OR EQUAL)
STAMPED "SANITARY SEWER"
O o O o 0 O o O o O o 0
O• o' O• o 0• o O. o O. o O. o O. o O• o O• o
•0 0. o O.o o.o 0.0 0•o 0.0 0.0 0.o 0
4' -O" MIN. MANHOLE BASE FOR PRECAST
(GRANULAR
BE USED
1 PAVED
dl
12
BEDDING
NOMINAL 1/2" /2" BUTYL RUBBER
BASE EXTRUDABLE ?REFORMED
GASKET MATERIAL (TYP)
SEE DPW SPECS.
PLAN VIEW
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
-41.4.0
PRECAST CONC.
RINGS
TAPERED CONE
SECTION
WATER MAIN
PRECAST CONCRETE
/SECTIONS
FILL WITH
CONCRETE
SECTION A -A
SANITARY MANHOLE DETAIL
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
BACKFILL MATERIAL (SEE NOTE)
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
IT MUST ALSO BE USED FOR HAUNCHING.
I.D.
1LWA
O.D. OF PIPE
MATERIAL TO
UNDER ALL 1 1 1
AREAS) 1' jam /i/
(FIGURE 5 -4B)
\y \y \�GA S M AI N
l\\, \\l \\l
#4 12" EA. WAY
co
A
NOTE
MANHOLE CONFORMS TO ASTM C -478
JOINT CONFORMS TO ASTM C -443
PLAN
6" MIN. NO. 8 CRUSHED STONE
REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
CARMEL
NOTE
BACKFILL MATERIAL
CLASS I, II, III, IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
FOUNDATION
(REQUIRED IN UNSTABLE SOIL)
12"
TRENCH PIPE EMBEDMENT DETAIL 12
GASKET DETAIL SECTION A -A
ADJUSTING RING DETAIL
INITIAL BACKFILL AREA NO. 8 STONE
SPRING LINE OF PIPE
HAUNCHING AREA NO. 8 STONE
BEDDING AREA NO. 8 STONE
z
J
Vii\ \ice
TYPICAL UTILITY CROSSING
C802
\t1 I j����
�P G\ST
No.
0000075
STATE OF
�DIANP•
EE
/344,44 I
DATE: 9/3/04
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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