HomeMy WebLinkAbout04080060 116th Street Center, Site Construction Plans pg. 14MARK
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"
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'
SEWER
WATER
KOR -N -SEAL OR
EQUAL EXPANDING
BAND
FLEXIBLE
BOOT
STAINLESS STEEL
EXTERNAL CLAMP
6" MIN. #2 STONE
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.
NOTES:
PIPE
DRAIN
(KEEP OPEN)
CRUSHED STONE
18' MINIMUM
IMP 1
I
0.•■
MARINE PLYWOOD (TYP.)
CROSSING
CONCRETE THRUST BLOCK
PIPE SIZE
PER PLANS
10' MINIMUM
WATER MAIN GRADE PIPE
FIRE HYDRANT MUELLER 1/4,
CENTURION OR EQUAL
FIRE HYDRANT ASSEMBLY
PRECAST MANHOLE BOTTOM
RESILIENT PACKING
TO AVOID SHEAR
EFFECT
THRUST BLOCK TABLE
Ars
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.
STEAMER CONNECTION
VALVE BOX
VALVE
NOTE: VALVE TO BE PLACED ON
MAIN SIDE OF STREET
NOTE:
IF LESS THAN 18' VERTICAL SEPARATION BETWEEN TOP OF SEWER UNE
AND BOTTOM OF WATER LINE, THE SEVER 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
GRADE
COMPACTED BACKFILL
NO. 8 COURSE AGGR. REQ'D.
6" PERF. CORRUGATED
POLYETHYLENE TUBING
(ASTM F 405)
MIN. SLOPE 0.20%
(PAVED AREAS)
UNDISTURBED EARTH
WATER MAIN
M.J. TEE
CONCRETE THRUST BLOCK
CRUSHED STONE
(EXTENDS HALF -WAY UP SIDE OF PIPE)
AMOCO
4535
GEOTEXTILE
TYPICAL PAVEMENT SECTION
(SEE DETAIL FOR DIMENSIONS)
i r!
1
SUBSURFACE DRAIN
BOTTOM OF TRENCH
4
44
3500 PSI CONCRETE
2
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 HE 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 3" 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.
6" BUILDING DRAIN
3' FROM BUILDING
(TYP.)
CLEANOUT TYPE I
OUTSIDE CLEANOUT PLUG
GRADE ADAPTER
-BELL HOLES SHALL BE
PROVIDED UNDER PIPE
s./ \A \.N
1/8 BEND
NO. 8 COURSE AGGR. REQ'D.
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
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.
rivimmlar
AMOCO
4535
GEOTEXTILE
6" SEWER LATERAL
MIN. FALL PLAN VIEW
1/4" PER FOOT
(LESS THAN 15' DEEP)
45' (6" X 6
TRUNK LINE
LATERAL MIN.
SIZE 6"
1/8 BEND
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.
_awl= so low al
I ��I
PLAN VIEW
1" C.I. LOCATOR
ROD OR MAGNETIC
TAPE INSTALLED
PER SEC. 7.02 -C
ELEVATION
SERVICE CONNECTION FOR SHALLOW SEWERS
-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
RIGHT OF WAY LINE
POSS. INLET
PIPE
24
OUTLET
PIPE
NOTE:
1 /4"
30 1/8" DIA.
1
INLET TYPE "A" (MODIFIED)
301/2 "DIA.
6" CONC. PRECAST OR
POURED IN PLACE
SECTION "A "A"
528
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
NOMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP.)
SEE SPECS.
GASKET DETAIL
ADJUSTING RING DETAIL
0
z
0
ID
LL.
O
6" BUILDING DRAIN
SECTION
CLEANOUT TYPE IE
RISER RING THICKNESS
4 -12"
--1/4" OUTSIDE DIA. 34" OR 36"
SECTION "A "A"
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
NOTE: 1/8 BEND TO BE
INSTALLED AT THIS POINT
WHEN 90 DEFLECTION
TO LATERAL IS REQUIRED
CLASS
CONCRETE
MANHOLE BASE SET
ON 6" OF #8 OR #2 STONE
NORMAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GAS.,ET MATERIAL (TYP.)
SEE SPECS.
GASKET DETAIL
-5' MAX.
PLAN
OUTSIDE GRADE CLEANOUT
PLUG ADAPTER
(NOT TO SCALE)
6" PVC PIPE
1/4 BEND
PIPE (SEWER LATERAL)
45 WYE
(6 "X6
BUTYL RUBBER BASE
EXTERNAL BACKPLASTER
MATERIAL 1/4"+-1/16".
MIN. THICKNESS FROM
2" BELOW TOP OF
CONE TO CASTING,
PER SPECS.
0 -RING GASKET
BETWEEN ALL RISER
CONE SEC, PLUS
1 /2" EXTRUDABLE
GASKET
(KENT SEAL OR EQUAL)
O
0
15" RCP
15" INV.= 842.50
WEST OUTLET CONTROL STRUCTURE No.736
NOTES:
3 "T
MIN.
FLOWABLE FILL
SITE.
3"
`MIN.
1 1/2" N.A.C. #11 SURFACE
D.
D
EXISTING
BITUMINOUS
PAVEMENT
CASTING AS SPECIFIED
•D
24 DIA
5 "MIN.
FRAME COVER NEENAH
7 R-1642-A PRECAST CONCRETE ADJUSTER
RINGS 4 "MIN. -12 'MAX.
(SEE ADJUSTING RING DETAIL)
16"0.C.
MAXIMUM
4'- 0"
SANITARY MANHOLE
4" ORIFICE
ELEV. 842.50
cF
24" MAXIMUM
NEW SURFACE IS TO BE SLOPED AT THE SAME
RATE AS THE EXISTING SURFACE.
0 CLEAN BREAK.
EXISTING PAVEMENT IS TO BE SAW CUT FOR A
a
0
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.
24" MAXIMUM
6
6" MIN. #2 STONET
TOP OF ORIFICE
PLATE CO 846.35
LIMITS OF PATCH
D
•D►
NOTE:
MANHOLE CONFORMS
TO ASTM. C -478
JOINT CONFORMS TO
ASTM C-443
DETAIL FOR CUT ROAD PATCHING
12" INV.= 842.50
1
4" UNDERDRAIN FROM
STORMTECH UNITS
ELEV. 842.50
ECCENTRIC CONE SECTION
K
(MINIMUM)
MANHOLE
12" HDPE PIPE
STORMTECH UNITS
PRECAST CONCRETE SECTIONS
MIN. 1/2" PER FT. SLOPE
ONE COMPLETE UNIT OF PRECAST
CONCRETE MANHOLE BASE RISER
#4 REBAR 12" OC -BW
NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED
STEEL REINFORCING OR AN APPROVED NON- CORROSIVE FIBERGLASS
MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS
OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM
DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615,
GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
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)
PAIVAIVAIIIIII,MANIMPAVAIVAIIIMPrAr
r
v\
EXISTING
BITUMINOUS
PAVEMENT
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.
1
15" RCP
MIN. 4" DIA.
SUBSURFACE
TILE, "T" STUB
WHERE REQ'D.
3" MIN.
3" MIN.
15" INV.= 841.95
CASTING AS SPECIFIED
•D
3 1/2" ORIFICE
ELEV. 841.95
TOP OF ORIFICE
PLATE 844.75
D
CASTING FRAME AND COVER AS SPECIFIED
ON STORM PLAN PROFILES
4" UNDERDRAIN FROM
STORMTECH UNITS
ELEV.= 841.95
EAST OUTLET CONTROL STRUCTURE No.738
A
MIMI
2' -O" DIA
1
4' -0" DIA.
6" TYP.
fr Air
FULL HEIGHT MANHOLE
STEPS AS SPECIFIED
DIA. "F"
12" INV.= 841.95
MANHOLE
12" HDPE PIPE
STORMTECH UNITS
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
:COL.
8" MIN.
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
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REVISIONS
2: nnulitini"INN
A/DI MA
F J.
1
No.
10302066
-0:
STATE OF
6N L AC 'L11\����
2308C803
12/16/05
DRAWING:
DATE:
PROJ. NO.: 2308
DRAWN BY:
dwp
SHEET NO.:
C802
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