HomeMy WebLinkAbout05060041 C802 Site DetailsMARK
POTABLE NON POTABLE SYSTEM -150 PSI TEST PRES
4"
6"
8"
10"
12"
16"
A (901
1.1
2.6
4.6
7.5
10.4
18.2
B (45)
0.7
1.4
2.5
4.0
5.7
9.3
C (22 1/21
0.3
0.8
1.3
2.0
2.9
5.3
MANHOLE
PIPE
PIPE TURNS
DIA. "F"
DIA. "G"
24"
96"
48"
GREATER THAN 45-90'
96"
54 -66"
UP TO 60'
84"
42"
GREATER THAN 45' -90'
84"
48"
UP TO 45'
72"
42 -48"
UP TO 45'
60"
33 -36"
STRAIGHT THRU
60"
27"-33". GREATER THAN 45' -90'
6"
10
6
24"
.9F
cr
SEWER
WATER
KOR -N -SEAL OR
EQUAL EXPANDING
BAND
FLEXIBLE
BOOT
STAINLESS STEEL
EXTERNAL CLAMP
6" MIN. #2 STONE
:11 4146
PIPE
FIRE HYDRANT MUELLER
CENTURION OR EQUAL
DRAIN
(KEEP OPEN)
CRUSHED STONE
CONCRETE THRUST BLOCK
FIRE HYDRANT ASSEMBLY
18" MINIMUM
CROSSING
MARINE PLYWOOD (TYP.)
PIPE SIZE
PER PLANS
10' MINIMUM
WATER MAIN GRADE PIPE
PRECAST MANHOLE BOTTOM
RESILIENT PACKING
TO AVOID SHEAR
EFFECT
PIPE CONNECTION TO MANHOLE
NOTES:
1. FLEXIBLE CONNECTORS SHALL CONFORM TO ASTM C -923
2. THE CAST -IN -PLACE INFLATABLE GASKET SHALL CONFORM TO ASTM C -923
3. ALL CONNECTIONS SHALL PROVIDE A WATERTIGHT SEAL BETWEEN THE PIPE
AND MANHOLE. THE CONNECTOR SHALL BE THE SOLE ELEMENT RELIED UPON
TO ASSURE A FLEXIBLE WATER TIGHT SEAL OF THE PIPE TO THE MANHOLE.
THRUST BLOCK TABLE
STEAMER CONNECTION
NOTE:
IF LESS THAN 18" VERTICAL SEPARATION BETWEEN TOP OF SEWER LINE
AND BOTTOM OF WATER LINE, THE SEWER PIPE SHALL BE WATER MAIN
GRADE PIPE FOR A MINIMUM OF 10' IN EACH DIRECTION, WITH JOINTS AS
FAR AS FROM WATER LINE AS POSSIBLE.
WATER SEWER INTERSECTION DETAIL
PARALLEL
NOTES:
1. ABOVE TABLE INDICATES CU. FT. OF CONC. REQUIRED WITH SOIL
PRESSURE OF 2000 P.S.F. MIN.
2. PLACE PAPER OR PLASTIC BETWEEN FITTING CONCRETE.
3. ALL CONCRETE TO BE 18" MIN. THICKNESS FROM FITTING TO SOIL.
COMPACTED BACKFILL
CRUSHED STONE
NO. 8 COURSE AGGR. REQ'D.
6" PERF. CORRUGATED
POLYETHYLENE TUBING
(ASTM F 405)
MIN. SLOPE 0.20%
SUBSURFACE DRAIN
AMOCO
4535
GEOTEXTILE
(PAVED AREAS)
UNDISTURBED EARTH
WATER MAIN
M.J. TEE
CONCRETE THRUST BLOCK
(EXTENDS HALF -WAY UP SIDE OF PIPE)
NOTE: VALVE TO BE PLACED ON
MAIN SIDE OF STREET
TYPICAL PAVEMENT SECTION
(SEE DETAIL FOR DIMENSIONS)
BOTTOM OF TRENCH
NY
VY
3500 PSI CONCRETE
CONCRETE CRADLE DETAIL
1"
NOTE:
TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE
DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY
SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND
ALL OTHER PIPES IS 18" OR LESS, PER ENGINEER'S DIRECTION,
OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM
CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN
STRUCTURAL INTEGRITY OF THE CONCRETE.
CONCRETE MUST NOT COME INTO CONTACT WITH FORCE MAIN.
AT LEAST r OF SAND MUST BE PLACED AS A CUSHION AROUND
THE FORCE MAIN.
IF THE CONFLICT IS BETWEEN A WATER MAIN AND ANY SANITARY
SEWER PIPING, 18" CLEARANCE MUST BE MAINTAINED OR NOTE
ABOVE APPLIES AND ONLY GRANULAR FILL MAYBE USED.
/A
6" BUILDING DRAIN
CLEANOUT TYPE I
OUTSIDE CLEANOUT PLUG
GRADE ADAPTER
6" PVC PIPE
1/8 BEND
A MIN. 4" DIA. PIPE CLEANOUT
SHALL BE INSTALLED WITHIN THREE
(3) FEET OF OUTSIDE BUILDING WALL.
A PLUG SPECIFIED BY THE PIPE
MANUFACTURER SHALL BE USED TO
ENSURE 100% WATERTIGHTNESS.
3' FROM
BUILDING
(TYP.)
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
NO. 8 COURSE AGGR. REQ'D.
AMOCO
4535
GEOTEXTILE
6" PERF. CORRUGATED
POLYETHYLENE TUBING
(ASTM F 405)
MIN. SLOPE 0.02%
SUBSURFACE DRAIN
(NON PAVED AREAS)
Perspective View -earth cut away
CRADLE SHALL BEAR ON
UNDISTURBED EARTH
1/8 BEND
45' (6" X 6
6" SEWER LATERAL
•Illr111111:1!, I1111111111111111R
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MIN. FALL PLAN VIEW
1/4" PER FOOT
TRUNK LINE
LATERAL MIN.
SIZE 6"
1 /8 BEND
ELEVATION
SERVICE CONNECTION FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
PLAN VIEW
PLAN VIEW
BUILDING LATERAL
MIN. SIZE 4"
COMPACTION OF GRANULAR
BACKFILL IS CRITICAL UNDER
WYE AND BEND. IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF 6"
OF CLASS B CONCRETE AROUND
1/8 BEND.
1" C.I. LOCATOR
ROD OR MAGNETIC
TAPE INSTALLED
PER SEC. 7.02 -C
RIGHT -OF -WAY LINE
1"
PLACE 1/2" DIA. EXTRUDABLE
PREFORMED GASKET MATERIAL
IN EACH KEYWAY SEE DETAIL
PLACE 1 /2" DIAMETER
EXTRUDABLE PREFORMED
GASKET MATERIAL IN
KEYWAY SEE DETAIL
POSS. INLET
PIPE
CLAONSS ETnA"
NOTE. 6" CONC. PRECAST OR CCRE
POURED IN PLACE MANHOLE BASE SET
ON 6" OF #8 OR #2 STONE
INLET TYPE "A" (MODIFIED)
�30 1/2" DIA.
1/4"
30 1/8" DIA
GASKET DETAIL
1
6" BUILDING DRAIN
SECTION "A "A"
N
RISER RING THICKNESS
4 -12"
-1/4 OUTSIDE DIA. 34" OR 36"
/4 /8 /4"
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
NOMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP.)
SEE SPECS.
ADJUSTING RING DETAIL
-5' MAX.
PLAN
ice
SECTION
24"
CLEANOUT TYPE II
24" I.D.
27 3/4" 34" O.D.
OUTLET
PIPE
SECTION "A "A"
NOTE: 1/8 BEND TO BE
INSTALLED AT THIS POINT
WHEN 90 DEFLECTION
TO LATERAL IS REQUIRED
'RECAST CONCRETE
AD LISTING RING OR
FLANGE OF CASTING
L NORMAL 1/2" BUTYL RUBBER
BA;':. EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP.)
SEE SPECS.
GASKET DETAIL
(NOT TO SCALE)
OUTSIDE GRADE CLEANOUT
PLUG ADAPTER
6" PVC PIPE
1/4 BEND
PIPE (SEWER LATERAL)
0
0
0
0
0
NOTES:
FLOWABLE FILL
SITE.
15" RCP
1 1/2" H.A.C. #11 SURFACE
t i
15" INV.= 812.50
EXISTING
BITUMINOUS
PAVEMENT
CASTING AS SPECIFIED
s
NEW SURFACE IS TO BE SLOPED AT THE SAME
RATE AS THE EXISTING SURFACE.
EXISTING PAVEMENT IS TO BE SAW CUT FOR A
CLEAN BREAK.
TRENCH SPOIL IS TO BE REMOVED FROM THE WORK
BITUMINOUS TACK APPLIED AS PER "INDIANA DEPT.
OF HIGHWAYS STANDARD SPECIFICATIONS 1988"
SECTION 409 902.
ALL LANE MARKINGS, STRIPING, STOP BARS, ETC.
DISTURBED OR REMOVED DURING EXCAVATION
ACTIVITIES, SHALL BE RETURNED TO THEIR ORIGINAL
CONDITION.
D
4" ORIFICE
C� ELEV. 842.50
TOP OF ORIFICE
PLATE 846,35
(MINIMUM)//
0
LIMITS OF PATCH
s
D
a
•D►.
12" INV.= 842.50
4" UNDERDRAIN FROM
STORMTECH UNITS
ELEV. 842.50
WEST OUTLET CONTROL STRUCTURE No.736
FINISH GRADE
t
INF1SHIELD "UNIBAND"
BUTYL RUBBER
MANHOLE CASTING SCHEDULE
MAMyFACTUmr. SELF SEALING WATERTIGHT
NEENAH I R -1642A R- 19)6 --F1
EAST JORDAN I 1045Z2 la+f:SWT'
CASTING SHALL BE EITHER SELF SEALING OR WATERTIGHT,
I(SEE PLAN PROFILE SHEETS FOR CASTING TYPE). LIDS
;SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED
I PICKI-IOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2'
'KENT SEAL, OR SINGLE ROW OF 1" KENT SEAL (SEE
(MANHOLE CASTING SCHEDULE). J
2
r
PRECAST CONCRETE ADJUSTING RING
DOUBLE ROW OF KENT SEAL
MANHOLE STEPS PER SPECS
INTERIOR JOINTS AND LIFT HOLES
SHALL BE SEALED WITH NON- SHRINK
GROUT PER SPECS, NO GROUT ABOVE
TOP OF CONE SECTION
SET BARREL JOINTS ;M TH9 RUBBER TYPE GASKET
EQUAL TO AST NI C -443 AND ON DOUBLE ROW OF
X" KENT SEAL OR SINE ROW OF 1" (KENT SEAL
MANHOLE REINF. PER ASTM SPECS
PIPE DIA. PER PLAN PROFILE
eENCHWALL SHALL BE CLASS "8" CONC.
BENCHWALL HEIGHT SHALL BE 60% OF PIPE DIA.
'MANHOLE TO PIPE CONNECTION BOOTS.
jINCLUiDING LATERALS, SHALL BE A -LOCK, DURA
SEAL OR APPROVED EQUAL PRESS SEAL,
jKOR'4.•SFAL AND OTHER FLEXIBLE BOOTS
ISHALL NOT BE USED IN MANHOLES W1 `H PIPE
'INVERT DEPTHS OF 14 FT. OR GREATER.
6" MIN. COMPACTED #8 STONE
SANITAR" ViANH LE TYPE A:s
NOT TO SCALE
DETAIL FOR CUT ROAD PATCHING
MANHOLE
12" HOPE PIPE
STORMTECH UNITS
ON ALL CUTS, ROADS THAT REQUIRE THE EXISTING PAVEMENT TO BE
REMOVED THE DETAIL AS SHOWN BELOW SHALL BECOMVE A PART OF
THIS PERMIT.
SAW CUT FOR CLEAN BREAK
1 1/2" H.A.C. SURFACE (MAXIMUM)
p D D
e D
-44 oP p P
1' -O
(MINIMUM)
EXISTING
BITUMINOUS
PAVEMENT
PRECAST CONCRETE
SPACERS OR SCUD
CONCRETE BLOCK
MORTAR PER DPW
SPECIFICATIONS
LEGEND
PLAIN CONCRETE IS TO BE FINISHED 1 1/2" BELOW
EXISTING PAVEMENT.
CUT SHALL BE STEEL PLATED DURING CONCRETE
CURE TIME AND UNTIL ASPHALT IS APPLIED.
INLET TYPE "E"
15" RCP
EAST OUTLET CONTROL STRUCTURE No.738
MIN. 4" DIA.
SUBSURFACE
TILE, "T" STUB
WHERE REQ'D.
3" MIN.
3" MIN.
NOTE
6" CONC. PRECAST OR
POURED IN PLAN
15" INV.= 81.95
CASTING AS SPECIFIED
p
D s
D.
INLET CASTING OR GRATE
FRAME AS SPECIFIED
PIPE CONNECTIONS
PER TABLE 404-1
OF SPECIFICATIONS
INLET STRUCTURE BASE SET
ON 6" OF #8 OR #2 STONE
NOTES:
1. DIMENSIONS SHOWN IN CONFORMANCE WITH INDIANA DEPT. OF TRANSPORTATION
(INGOT) SPECIFICATIONS.
2. POURED BENCHWALL AND PIPE CONNECTION VARY WITH BOX TYPE SPECIFIED.
3. HEIGHT DIMENSION 1AAY VARY AS REQUIRED BY SITE CONDITIONS.
3 1/2" ORIFICE
ELEV. 841.95
TOP OF ORIFICE
PLATE 844.75
CLASS "A"
CONCRETE
ft
•D
CASTING FRAME AND COVER AS SPECIFIED
ON STORM PLAN PROFILES
4
p
1 4
2' -0" DIA
4'-O" DIA.
01
f or Ay Army
i i �i ii f i i. 1
6" TYP.
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED
ce
0
0
DIA.
:D•
1 D:
A
f -•12" INV.= 841.95
4" UNDERDRAIN FROM
STORMTECH UNITS
ELEV.= 841.95
MANHOLE
12" HDPE PIPE
STORMTECH UNITS
OII
NOTE: 6" CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "J"
PRECAST CONCRETE ADJUSTER RINGS
IF NEEDED (4 MAX.)
(SEE ADJUSTING RING DETAIL)
ASPHALTIC MASTIC OR BUTYL RUBBER
SEAL BETWEEN JOINTS.
STANDARD PRECAST MANHOLE
CAP OR CONE
CONCRETE REDUCER CAP
8" MIN.
INLET STRUCTURE BASE SET
ON 6" OF #8 OR #2 STONE
0 -RING GASKET ASPHALTIC
MASTIC OR BUTYL RUBBER
SEAL BETWEEN M.H. JOINTS
PREFORMED HOLE TO MAX. OF
PIPE O.D. +6" W /NON- SHRINK
CEMENT GROUT
SLOPE 1/2" PER FOOT
NOTE:
MANHOLE CONFORMS TO
ASTM C -478
-NO BRICK OR BLOCK WILL
BE ALLOWED IN MANHOLE
PRECAST CONCRETE
MANHOLE BASE
MANHOLE BASE SET
STORM MANHOLE /INLET TYPE "F" ON 6" OF #8 OR #2 STONE
REVISIONS
1/11/06 REVISED PER COMMENT
LETTER DATED 1/10/06 AND ADDED
SHEET C402 MG
ai �u►utuull +urrr
O N.
10302066
S TATE OF
o/ r i N r N r l n H l n i t u�
DRAWING
DATE:
PROJ. NO.:
DRAWN BY:
2308C803
12/16/05
2308
dwp
SHEET NO.:
C802
TUBE FILE
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MPA MELTON—PACKA.RD 8c ASSOCIATES
Civil Engineers Land Planners
8444 Castlewood Drive Suite 700 Indianapolis, Indiana 46250
STREET
se
CARMEL
FACE OF BUILDING