HomeMy WebLinkAbout03100005 Construction Plans for National Bank of Indianapolis pg. 10i
N
STORM SEWER
2.0 FT. (PAVEMENT AREAS)
30" TO 60"
1.5 FT. (LAWN AREAS)
SANITARY SEWER
7
CTORS ROW, SUITE E PHONE
_IS, INDIANA 46241 FAX:
WATER LINE
4.0 FT.
GAS LINE
3.0 FT.
TELEPHONE LINE
2.5 FT.
ELECTRIC LINE
TS
30
60
1 i
33
60
1
I I�
60
44
42
60
1
so I CS
I
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K
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,.0 0111118 44
s p R. y
i Q j
No 13 s
PE880303
STATE OF
,r -0
1O :ND IAN?: 4 7
'c 4
III,S8 /ONAl-
488 11111t tt
r---4--- 4,____
DATE: 10/02/2003
106th STREET MICHIGAN ROAD
Di
DWN BY: K R C
CHKD. BY: R R H
SCALE: NONE
DATE: 1 0/02/03
PROJECT NUMBER
03-202
DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C7.1
SHEET OF
UTILITY
MINIMUM COVER REQUIRED
STORM SEWER
2.0 FT. (PAVEMENT AREAS)
30" TO 60"
1.5 FT. (LAWN AREAS)
SANITARY SEWER
4.0 FT.
WATER LINE
4.0 FT.
GAS LINE
3.0 FT.
TELEPHONE LINE
2.5 FT.
ELECTRIC LINE
2.5 FT.
ID
30"
27" SMALLER
3"
30" TO 60"
4"
66" LARGER
1
I
I I
28
24
48
31
27
60
1
12
30
60
1 i
33
60
1
I I�
60
44
42
60
1
so I CS
I
1
K
ID
d (MIN)
27" SMALLER
3"
30" TO 60"
4"
66" LARGER
6"
DIMENSIONS (INCHES)
A
(MAX)
B
(1.0.)
C
(MIN)
18
48
25
21
48
28
24
48
31
27
60
34
30
60
38
33
60
41
36
60
44
42
60
50
JJ.-1
30"
i
d
I,
14 9-17
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#8 COMPACTED STONE
CONCRETE COLLAR
j 4`3 v
IMPACTED SOIL \i
BACKFILL
7r'
NW Milli
A 41101PMASSWARIP763111P11
t
5 N
'%//'//\///W/\,\///
v
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID,
NEENAH R -1974 OR EQUAL
PAVEMENT SUBGRADE OR FINAL GROUND
SURFACE IN NON- PAVEMENT AREAS 2'-0" 4- O.D. MIN.
(ALLOW FOR MINIMUM 6" OF TOPSOIL)
BACKFILL MATERIAL SHALL CONSIST OF
APPROVED NCH SOIL PLACED IN
MAXIMUM 8" THICK, LOOSE LIFTS
AND COMPACTED TO A MINIMUM
OF 95% OF ITS MAXIMUM DRY DENSITY
AND WITHIN ±3% OF ITS OPTIMUM
MOISTURE CONTENT.
SEWER MAIN
PIPE BEDDING MATERIAL SHALL
CONSIST OF SAND PLACED IN
MAXIMUM 3" THICK LOOSE LIFTS
AND COMPACTED TO A POINT OF
NON MOVEMENT BENEATH THE
COMPACTING EQUIPMENT.
/S/
i ce\
SEWER MAI
45* WYE FITTING
45' ELBOW
PLAN
0
45' WYE FITTING I
45' ELBOW
ELEVATION
LATERAL DETAIL "A"
NOT TO SCALE
1— 6 "(TYP)
\/i
NOTE:
MAXIMUM CLEANOUT SPACING TO
BE NO MORE THAN 100 FEET.
CLEANOUT DETAIL 1
NOT TO SCALE C 7.1
5 .y
,fry t
s riv
3" O.
MIN.
GAS SERVICE LINE
NOT TO SCALE
AS MEASURED FROM TOP OF PIPE TO FINAL GROUND SURFACE
EXISTING GRADE
0
WYE 45' BEND
3"
MIN.
ABBREVIATIONS
0 INSIDE DIAMETER
O.D. OUTSIDE DIAMETER
MIN. MINIMUM
COVER REQUIREMENTS
LATERAL
3'- 0" MAX.
GAS SERVICE LINE
C PIPE OR BEND
0 AS REQUIRED
FINISH FLOOR
4' MIN. PLACE 1/2" DIA EXTRUDABLE
SEE UTILITY PREFORMED GASKET MATERIAL
PLAN FOR IN EACH KEYWAY (SEE DETAIL)
INVERTS NON- ASPHALTIC MASTIC OR
BUTYL RUBBER PLASTER
ACCEPTED ALTERNATIVE.
FLEXIBLE PIPE
SLEEVE
NOTE:
BENDS FITTINGS AS REQUIRED.
SEE PLAN SHEETS FOR DETAILS.
NOT TO SCALE
GASKET DETAIL
WATER SERVICE LINE
NOT TO SCALE
NEW MAIN
NOMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYPICAL)
TAPPING SLEEVE
VALVE BOX
0
CONNECTION TO EXISTING WATER MAIN
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
WATER SERVICE LINE
PIPE BEDDING MATERIAL SHALL
CONSIST OF AASHTO NO. 57
STONE PLACED IN MAXIMUM
6" THICK LOOSE LIFTS AND
COMPACTED TO AT LEAST 75%
OF ITS RELATIVE DENSITY
BELOW THE PIPE MID POINT.
THE BEDDING MATERIAL PLACED
ABOVE THE PIPE MID -POINT
SHALL CONSIST OF AASHTO NO.
57 STONE (PLACED AND COMPACTED
AS PREVIOUSLY DESCRIBED),
OR SAND WHICH IS PLACED
IN MAXIMUM 6" THICK LOOSE
LIFTS AND COMPACTED TO A
POINT OF NON MOVEMENT
BENEATH THE COMPACTING
EQUIPMENT.
EXISTING
WATER MAIN
PLAN
ADJUSTING RING DETAIL
NOT TO SCALE
PAVEMENT SUBGRADE OR FINAL GROUND
SURFACE IN NON- PAVEMENT AREAS
(ALLOW FOR MINIMUM 6" OF TOPSOIL)
BACKFILL MATERIAL SHALL CONSIST OF
APPROVED TRENCH SPOIL PLACED IN
MAXIMUM 8" THICK, LOOSE LIFTS
AND COMPACTED TO A MINIMUM
OF 95% OF ITS MAXIMUM DRY DENSITY
AND WITHIN ±3% OF ITS OPTIMUM
MOISTURE CONTENT.
NOTES:
1. ALL MATERIALS EXCAVATED FROM THE UTILITY TRENCH SHALL BE STOCKPILED A MINIMUM
SUFFICIENT DISTANCE FROM ALL TRENCHES TO PREVENT SLIDES OR CAVE -INS.
2. ALL BACKFILL MATERIALS SHALL BE APPROVED BY THE OWNER OR HIS REPRESENTATIVE
BEFORE BEING PLACED.
3. THE AASHTO #57 STONE SHALL SATISFY THE REQUIREMENTS OF ADOT CONSTRUCTION
AND MATERIALS SPECIFICATIONS.
4. THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT FOR THE BACKFILL MATERIALS
SHALL BE DETERMINED BY ASTM D1557, AND THE RELATIVE DENSITY OF THE AASHTO #57
STONE SHALL BE DETERMINED BY ASTM D4253 AND ASTM D4254.
5. THE CONTRACTOR SHALL CONSTRUCT THE UTILITY TRENCHES AND PROVIDE ADEQUATE
SHORING (WHERE NECESSARY) IN CONFORMANCE WITH THE LATEST REQUIREMENTS FOR
CONSTRUCTION STANDARD FOR EXCAVATIONS (29 CFR PART 1926.650 -.652 SUBPART P)
PROMULGATED BY OSHA.
6. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM SPECIFIED PIPE COVER IS PROVIDED
BETWEEN THE FINAL GROUND SURFACE AND TOP OF PIPE BEFORE LAYING PIPE. PROVIDE
A MINIMUM OF 2 FT. OF COVER ABOVE PIPES DURING CONSTRUCTION.
7. THE TELEPHONE AND ELECTRIC CONDUIT WILL NOT SHARE THE SAME UTILITY TRENCH
WHERE THEY ARE SEPARATED AT THE MANHOLE /VAULT LOCATIONS.
VALVE FLANGED TO FITTINGS
SECTION A -A
4" DIA. TELEPHONE
DUCT C, PROVIDE
A MINIMUM OF 2
CONDUITS FOR
BUILDING SERVICE
5" DIA. ELECTRICAL CONDUIT,
MINIMUM SCHEDULE 80 PVC PIPE
NOTE:
SUPPORT VALVE BOX
WITH BRICK OR BLOCK
ON UNDISTURBED EARTH
GATE VALVE PER AWWA C500
TO OPEN COUNTER CLOCKWISE
7
ELECTRIC TELEPHONE SERVICE LINE
NOT TO SCALE
5/
2' -0" O.D. MIN.
Z
MIN.
I
MIN
1/2" MORTAR
6" MIN.
PRECAST MANHOLE
SECTION
MAX. OPENING
4" GREATER
THAN 0.0.
OF PIPE
SET TOP FLUSH WITH
FINISHED GRADE. TO
BE MARKED "WATER"
3 -PIECE ADJUSTABLE
VALVE BOX SLEEVE
WATER MAIN
CONCRETE THRUST BLOCK
ON UNDISTURBED EARTH
NEENAH R -1772
(OR AS NOTED)
PAVEMENT LAWN
AREA AREA
r
6" #4 REBAk 6" O.C.
EACH WAY
MANHOLE STEPS REQUIRED IF
DEPTH EXCEEDS 4' -0" (AT 16" MAX. ON CENTERS)
BEDDING FOR TELEPHONE
CONDUIT SHALL CONSIST
OF SAND PLACED IN
MAXIMUM 6" THICK LOOSE
LIFTS AND COMPACTED TO
A POINT OF NON MOVEMENT
BENEATH THE COMPACTING
EQUIPMENT
NOT TO SCALE
ENCASE ELECTRICAL CONDUIT
IN CONCRETE THAT SATISFIES
THE REQUIREMENTS OF
THE CITY OF HUNTSVILLE.
5" DIA. ELECTRICAL CONDUIT,
MINIMUM SCHEDULE 80 PVC '"PE
Y
INSTALLATION REQUIRED
1. EXTENDING 20' FROM STORM INLETS
OR MANHOLE WHERE SHOWN ON THE
UTILITY GRADING PLAN.
2. PIPE MATERIAL PER INDIANA DEPT. OF
TRANSPORTATION SPECS. No. 718.02
#8 WASHED
STONE
NEENAH R -2502
(OR AS NOTED), 6" TOPSOIL
STORM MANHOLE
if
MIN.
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT OF WAY
CONCRL I L 0 RINGS
8" PRECAST
REDUCER CAP
4" PIPE UNDERDRAIN
UNDER PAVEMENT
NOT TO SCALE
4" COMPACTED
#53 STONE
AffrAiir ARE/
'1111" IIIr
C
MIN.
PAVEMENT
#8 STONE OR APPROVED
EQUIVALENT. BEDDING MATERIAL HAND
TAMPED OR WALKED INTO PLACE TO A
MIN. OF 12" ABOVE TOP OF PIPE.
LEGEND
OD OUTSIDE DIAMETER OF PIPE
ID INSIDE DIAMETER OF PIPE
NON- SHRINK
GROUT
BARREL SECTION
ASTM C -478 CLASS A
REINFORCED CONCRETE
PIPE 4000 PSI
4" DIAMETER PERFORATED
HIGH DENSITY
POLYETHLENE PIPE
WITH "HIGHWAY SOCK
FILTER"
DISTANCE DEFINED BY
D.O.T. REQUIREMENTS
MINIMUM WIDTH
1.25 OD 12"
W
6" TOPSOIL
2 #4 BARS
42" LONG
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
12"
MIN.
OD
NOTES:
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC HDPE)
BEDDING/TRENCH DETAIL
NOT TO SCALE
HOLE SIZE
VARIES
6" TOPSOIL
4" MIN.
HOLE SIZE
VARIES
2 #4 BARS
42" LONG
CROSS SECTION
NN
NN
NN
6"
36"
24"
00000
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PLAN VIEW
NEENAH
R -3287
35.4"
PLAN VIEW
IliWoUNIMMINTAIIIMET
REBAR
12" O.C., E.W.
#4 REBAR
12" O.C., E.W.
NEENAH
R- 3287 -15
CROSS SECTION
CURB INLET TYPE "B"
NON- SHRINK GROUT
6" COMPACTED
#53 STONE
NOT TO SCALE
EDGE OF PAVEMENT, CURB
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
ON- SHRINK GROUT
6" COMPACTED
#53 STONE
"6" BORROW OR EQUIVALENT
GRANULAR MATERIAL COMPACTED
TO 95% STANDARD PROCTOR
DENSITY TO TOP OF TRENCH IF IF WITHIN 5' OF EDGE OF
LESS THAN OR WITHIN 5' OF PAVEMENT, USE "B" BORROW OR
EDGE OF PAVEMENT. IF GREATER EQUIV. GRANULAR MATERIAL
THAN 5' FROM EDGE OF PAVEMENT, COMPACTED TO 95% STANDARD
AREA TO BE BACKFILLED WITH PROCTOR DENSITY FOR ENTIRE
CLEAN MATERIAL THAT SHALL TRENCH BACKFILL
CONTAIN NO MORE THAN 10"
PASSING A No. 200 SEIVE.
LEGEND
OD OUTSIDE DIAMETER
ID INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
6" TOPSOIL
2 #4 BARS
42" LONG
MAX.
OPENING
4" GREATER
THAN 0.0.
OF PIPE
6" TOPSOIL
2 #4 BARS
42" LONG
MAX.
OPENING
4" GREATER
THAN 0.0.
OF PIPE
HOLE SIZE
VARIES
1r
HOLE SIZE
VARIES
4" MIN.
NON- SHRINK GROUT
4" MIN.
NON- SHRINK GROUT
DISTANCE DEFINED BY
D.O.T. REQUIREMENT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
MINIMUM WIDTH
1.25 OD 12”
6
DEPTH OF BEDDING
MATERIAL BELOW PIPE
d
REINFORCED CONCRETE PIPE (RCP
BEDDING/TRENCH DETAIL
NOT TO SCALE
S
36"
24"
000000
000000
000000
000000
000000
000000
000000
PLAN VIEW
PLAN VIEW
CROSS SECTION
NOT TO SCALE
J
UNDERDRAIN
I 5 I VA 111/ 1 IN /AO
6" MIN
CROSS SECTION
NOT TO SCALE
NEENAH
R -3287
CURB INLET TYPE "M"
6"
)c
NEENAH
/f5 R-3287-1 5
CURB INLET TYPE "C"
ihmunammaisaffir
#4 REBAR
12" O.C., E.W.
#4 REBAR
12" O.C., E.W.
6" COMPACTED
#53 STONE
6" COMPACTED
#53 STONE
IF NOT WITHIN 5' OF EDGE OF
PAVEMENT: USE "B" BORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1/6 OF
PIPE DIAMETER AND REGULAR
1 /6 00 BACKFILL TO TOP OF TRENCH
#8 STONE OR APPROVED EQUIVALENT
BEDDING MATERIAL HAND TAMPED OR
WALKED INTO PLACE.
NOTES:
1. ALL INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE
SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
AS SPECIFIED