HomeMy WebLinkAboutC7 Construction DetailsDIA
T (MIN)
A=
C=
D=
E=
K=
0000000E1
R 1
R 2
WEIGHT
WEIGHT
12"
2'
5"
4' -3"
6' -2"
2' -O'
1.3
10
1/8"
9"
800
15"
2 1/4"
7"
4' -0"
6' -3"
2' -6"
1.5
12
1/2"
II"
1100
18"
2 1/2"
1 1
4'-1"
6' -2"
3' -0"
1.8
15
1/2"
12"
1300
21
2 3/4"
1 1
3'6"
6' ---3"
3' -6"
2.1
16
1/8"
13"
1500
24"
3"
1' -0"
2' -8"
6' -3"
4-' -0"
2.3
16
3/16"
14"
1800
27"
3 1/4"
1' -1"
2' -5"
6' -3"
4' -6"
2.6
18
3/16"
14
1/2"
2100
30"
3 1f2"
r-2"
1' -10"
6' -3"
5' -0"
2.9
18
1/2"
15"
2400
33"
3 3/4"
1' 3"
3' -6"
8' -3"
5' -6"
3.1
23
3/4"
17
1/2"
4100
36"
4"
1'-5"
3'-1"
8' -3"
6' -0"
3.4
24
3/16"
20"
4200
TOLERANCE 1"
D
1
27" SMALLER
3
00000000
4
66" LARGER
0000000E1
00000000
00000000
8' MIN VAN
00000000
00000000
00000000
00000000
1
D
d(MIN.)
27" SMALLER
3
30" TO 60"
4
66" LARGER
6
0
dSMIN.)
27" SMALLER
3
30" TO 60"
4
66" LARGER
6
BUILDING (TYP.) I
FINISH GRADE
EDGE OF PAVEMENT, CUR:, I
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
3' FROM
GREATER THAN 5' (1)
fM LESS THAN 5' (2)
(1) REGULAR BACKFILL
1O
B OUTSIDE DIAMEI ER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
BEDDING MATERIAL HAND
TAMPED OR WALKED INTO
PLACE
B, 12" (MIN.)
TYPICAL BEDDING SECTION
PVC HOPE (NO SCALE)
A MINIMUM 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.
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
6'- 4"
1' -4 "4"
I 4" 8 4 4 S 1
MIN. FALL=
1/4" PER FOOT
DTR.AWiNG: H: \2OO4\WO4O26 \ENGVnset \04O266CO7-dwg
LAYOUT: Detgiis L.
?nn:l
PLAN VIEW
=II aII 4 0=illie
1/4%p
Ni
ELEVATION
N
GRADE
BUILDING
SANITARY
SEWER
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
2' -10 1/
Ii
M7 TRUNK LINE
LATERAL MINIMUM
SIZE .--=6"
SERVICE WYE
CONNECT WITH
SANITARY COMB.
Y BEND
90" LONG x 45" wIDl *SEE SITE PLAN
FOR ACTUAL SIZE
REQUIRED
GREASE INTERCEPTOR DETAIL
NO SCALE
I-
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
MAGNETIC TAPE
INSTALLED PER SECTION
7.02 -C
RIGHT -OF -WAY
UNE
SERVICE CONNECTION FOR SHALLOW SEWERS
(LESS THAN 15' DEEP) (NO SCALE)
0
TRAFFIC MARKINGS DETAIL
(NO SCALE)
L1-1
NOTE:
LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED
IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE 20 FEET
IN ADVANCE OF THE STOPLINE. THE WORD "ONLY" SHOULD BE
LOCATED IN ADVANCE OF THE PAVEMENT ARROW.
"B" BORROW OR EQUIV, GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY
MIN. 12"
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO 12"
BALANCED UFTS A MIN. 9" CLEARANCE
SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE
BUILDING LATERAL
MINIMUM SIZE =4"
FINISH GRADE
PLAN NOTES
1. CAST IRON MANHOLE FRAME COVER. NEENAH
R- 6462 -FH OR APPROVED EQUAL.
2. 24" DIAMETER CONCRETE PIPE RISER.
3. CAST IRON CLEAN -OUT COVER.
4. PRECAST CONCRETE INLET BAFFLE.
5. 6" LEVELED SAND BED.
6. PRECAST CONCRETE STRUCTURE
DESIGNED FOR VEHICLE TRAFFIC. (MUST BE APPROVED
BY THE AUTHORITY HAVING JURISDICTION.)
7. PRECAST CONCRETE OUTLET BAFFLE.
9
TYPICAL CLEANOUT SECTION
COVERS SEALED
IN PLACE
USE 6" PVC PIPE
UNLESS OTHERWISE
SPECIFIED
TYPICAL
VALVE BOX INSTALLATION
9,
CONCRETE WITH
FIBER ADDITIVE
TOOLED JOINT
CONCRETE
ENCASEMENT
WHEN
ALREADY IN
PROPOSED RIGID
SURFACE
1
6" PIPE
(SEWER LATERAL)
FINISH FLOOR
TYPE I
ADJUSTABLE
CAST IRON
VALVE BOX
EAST JORDON
NO. 6860
NOTE SIMILAR INSTALLATION FOR CURB BOX OR
SERVICE LINE
PLAN
TOOLED OR
SAWCUT JOINT
BITUMINOUS PAVEMENT
OR FINISH GRADE
1/8" RADIUS
COMPACTED
BACKFILL
TO NATURAL
GROUND
COMPACTED SUBGRADE
EDGE OF PAVEMENT, CUR
GUTTER OR SIMILAR
STRUCTURE.
B OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
(1) REGULAR BACKFILL
GREATER THAN 5' (1)
LESS THAN 5' (2)
ALL BEDDING de INFTIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12" BALANCED
UFTS. A MIN. OF 9" CLEARANCE
SHALL BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE.
NOTE:
LATERAL CONNECTION TO CLEANOUT
STRUCTURE TO BE WITHIN 3.0'
(THREE FEET) OF THE FOUNDATION WALL
OUTS
D ADE
MI ISM
1
Ti* 4" X 6" INCREASER
4" P.V.C. PIPE
1/8 STREET BEN
TYPICAL BEDDING
SECTION RCP PIPE
3.0'
(MAX)
CLEANOUT PLUG ADAPTER
(NO SCALE)
�1 14- 1' tea.
NOTE.
BELL HOLES SHALL B I
PROVIDED AND THE
VA-
TRENCH PREPARED SO
THAT THE BOTTOM IS
PROPERLY SUPPORTED
THROUGH ITS ENTIRE
LENGTH
LONG RADIUS CURVE
TYPICAL BUILDING CONNECTION
TO MAIN SANITARY SEWER
(NO SCALE)
#6x1'-3"
@2 -0
FILL JOINT
WITH SEALING
COMPOUND
CONSIRL,ICTION_A.INT
8
ISOMETRIC
1/8" RAD.
CONCRETE EDGES
XPANSION
SLEEVE
ION
1 2" EXPANSION
JOINT MATERIAL
W/ SEALANT
fXPANSIQB MALT
CONCRETE PAVING SECTION
WITH FIBER MESH (NO SCALE)
(1) MIN. 1.25 Bc
(2) 1.25 Bc t 12" (MIN.)
"B" BORROW OR EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
(NO SCALE)
NEENAH CASTING R -1976
OR EJIW 1578 FOR
CLEANOUT IN PAVEMENT.
(NO SCALE)
II MIMI
0,
BOTTOM OF TRENCH
0
OF
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT.
(2) "B" BORROW OR EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
#5 REBAR 1'--6"
WITH 3/4" HOLE CAS
PAVEMENT
TRANSVERSE EXPANSION JOINTS
TRANSVERSE CONTRACTION JOINTS
CURB JOINT DETAIL
(NO SCALE)
NY
\MV' �1/
\VY
NV Nv
/j/
f f jf f
3500 PSI CONCRETE
CONCRETE CRADLE DETAIL
SLOPE 1
/1F7
ORB
NOTES:
1. DIMENSIONS SHOWN IN CONFORMANCE WITH INDIANA DEPT. OF
TRANSPORTATION (INDOT) SPECIFICATIONS.
2. POURED BENCHWALL AND PIPE CONNECTION VARY W/ BOX TYPE SPECIFIED.
3. HEIGHT DIMENSIONS MAY VARY AS REQUIRED BY SITE CUNDmONS.
6.0.
PRECAST CONC. PARKING
BARRIER WITH 2- 3 REBARS
USE 4000 PSI C C.
CURB INLET TYPE A
7
100'
co
of
-4, 2 #5 RE -BAR
36" LONG
24" SQ.
ti INDOT TYPE A
INLET BOX
y •Q d
TOP
OF CURB
I"
P
OF CURB
Nv vi?
T.C. ELEVATION
1 rNEENAH R- 3286 -BV PAVEMENT
0Gb
NfilE
6" CLASS "A" CONC. PRECAST OR POURED IN
PLACE
PARKING BARRIER
7
(NO SCALE)
BUTYL RUBBER BASE EXTERIOR
BACKPLASTER MATERIAL 1/4" ±1/16`
MIN. THICKNESS FROM 2" BELOW TOP
OF CONE TO CASTING, PER SPECS.
0 -RING GASKET BETWEEN ALL
RISER AND CONE SECTIONS,
PWS 1/2' EXTRUDABLE
GASKET. (KENT SEAL OR EQUAL)
PRE FORMED HOLE TO
MAX. OF PIPE O.D. +6"
W /NON- SHRINK GROUT.
#2 STONE
in
1 ;1 11 =I
6" (typ.)
1 I IIf
6" LEVEL BOTH SIDES
6" OF #8 OR #2 STONE
(NO SCALE)
NQIE:
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 0 -4101 REINFORCED WITH DEFORMED 3/8' MIN. DIAMETER
REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615, GRADE 60. NON COATED
CAST IRON STEPS ARE NOT ACCEPTABLE.
CRADLE SHALL BEAR ON
UNDISTURBED EARTH
PRECAST CONCRETE
SPACERS OF SOLID
CONCRETE BLOCK
MORTAR PER DPW
SPECIFICATIONS
VAR. PIPE SIZE
18" MAX. STRAIGHT CONNECT
15" MAX. SKEW /CORNER
6
FRAME AND COVER AS SPECIFIED.
FINISH GRADE OR PAVEMENT
STANDARD STORM MANHOLE
(FOR PIPE SIZES THRU 24 (NO SCALE)
j
f.
f \f fj �f
EARTH CUT A AYY
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
AU. OTHER PIPES IS 18" OR LESS, PER INSPECTOR'S
DIRECTION, OR WHERE NOTED ON THE DRAWINGS. A
MINIMUM CLEAR DISTANCE OF 3' MUST BE PROVIDED TO
MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE.
VARIES=
6
NOTE: 6" CLASS 'A" CONC. PRECAST
OR POURED INTO PLACE
INLET MOD. TYPE A
PRECAST CONCRETE ADJUSTER RINGS,
4" MIN -12" MAX. (SEE DETAIL)
ECCENTRIC CONE SECTION
-I 8„
,6d
NOTE
MANHOLE CONFORMS TO ASTM C-478.
JOINT CONFORMS TO ASTM C -443.
MINIMUM 1/2" PER FOOT SLOPE
PRECAST CONCRETE SECTIONS
#4 REBAR 12" O.C. BOTH
WAYS. (OR STEEL MESH AREA
0.12 SQ. IN /SQ. FT)
MANHOLE BASE SET
ON 6" OF #2 STONE
NOTE ALL PAINT TO BE NON -SKID
SURFACE APPLICATION OF CIUCA
SAND OR GLASS BEAD BY METHOD
OF MIXTURE AND OR BROADCASTING.
PROPOSED ADA SIGNS
ON 3" DIAMETER POST
(SEE SIGN DETAILS)
18" R
BLUE SURFACE
SILKSCREEN WHITE LETTERS
yT
PARKING 15
OILY
ALL CORNER\
1 12"
CAR PARKING SIGN
10" DIA.
NOTE: ALL STRIPES TO
BE 4" PAINTED WHITE
20'
HANDICAP PARKING
SYMBOL DETAIL
(NO SCALE)
NOTE: 12 "X18" 18 GAUGE HOT DIP GALVANIZED
NON REFLECTIVE SIGN WITH 12' POST DRIVEN 4 FEET
INTO GROUND. POST SHALL BE 12' LONG GALVANIZED
2 1 /2" OD STEEL POSTS PAINTED GREEN TO MATCH
LIGHT POLES SET BOTTOM OF SIGN 7' ABOVE GRADE
"ADA" SIGNS
(NO SCALE
COMPACTED
SUBGRADE
(NO SCALE)
"ADA" PARKING SPACES
NEENAH R -3405 OR EQUAL
NEENAH R -3405 OR EQUAL
STONE
I f III(TYP,)
1 1I-
IIIi"
#53 STONE
5
i
4:1 n 11.�L�oAF
a, SLO
PAY LENGTH
OF CULVERT
Ival-��= n-u.- n- n- w-4=G= 11 =11= 11.=11.= .I1 =lL
11.= 1= 1= .11 =i1=
PIPE
CULVERT
COMPUTED LENGTH OF
CULVERT
4" (1YP)
CONCRETE END
SECTION
SLQPE DETAIL
PAVEMENT
R1.5'
4
E
4
4
to
BLUE SURFACE
\SILKSCREEN WHITE LEI I ERS
VAN
PARKING
OILY
1" RAD.
ALL CORNERS
12'
VAN PARKING SIGN
RIP -RAP TO BE PLACED ON
SIDE SLOPE WHEN CALLED
FOR ON PLANS.
tIQM
METAL PIPE END SECTIONS MAY BE USED
WITH CONCRETE PIPE, PROVIDING THE
METHOD OF CONNECTION IS APPROVED
BY THE ENGINEER PRIOR TO
INSTALLATION OF PIPE. (EXCEPT IN
INDIANAPOLIS)
4" TYP.-,.
1:41
III
II
FILL PIPE FULL W/ CONCRETE
ROUND TOP TO DRAIN
I'
6 "DIA. SCHEDULE 40 STEEL ROUND
PIPE PAINT SAFETY YELLOW
14" DIA. CONCRETE FOOTING
PIPE BOLLARD DETAIL
4
"I
18"
I I II 1-
I 9"
CURB DETAIL
(NO SCALE)
22"
I II�I11_r
COMPACTED SUBGRADE
24" WIRE MESH
SEALANT SECTION A -A
SLOPE TO DRAIN
PAVING
ALL SIGNS SHALL COMPLY WITH U.S- DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES ",LOCAL CODES AND AS
SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
THIS SIGN TYPICAL AT
ALL ACCESSIBLE PARKING
SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
"U CHANNEL
POST (2- lbs. /ft.)
POST SHALL BE 2' O.D. GALVANIZED STEEL
WITH GALVANIZED CAP. SET 12' LONG POST
3.5' INTO GROUND.
USE 6" PIPE BOLLARD FILLED
W/ CONCRETE AND PAINT 3
TRAFFIC YELLOW ONLY WHEN
SIGN IS IN PAVED AREA OR
SIDEWALK 4
SLOPE TOP
OF CONCRETE
GROUND /PAVING
SURFACE
3500 P.S.I.
P.C. CONCRETE
4" TOPSOIL
EXISTING
GROUND
CONCRETE PAVING SECTION
DOCK PAVING (NO SCALE)
12'CTOCMAX.
SPACING
E +2T
6" FIBER ADDITIVE
REINFORCED CONC.
4"-#53 AGGREGATE
SECTION A -A
CONC. PIPE TOE ANCHOR
(NO SCALE)
RESERVED
PARKING
3
VAN
CCESSIBLE
3
r
12'X6"
12" X 9"
GROOVED ON OUTLET END,
TONGUE END ON INLET
END.
GROOVE (OR TONGUE) TO BE THE
SAME AS ON STANDARD REINFORCED
CONCRETE PIPE, ASTM DESIGNATION
C -76.
1/2" EXPANSION JOINT
FILLER SEALANT
'ADA' SIGN BOLLARD
MOUNT DETAIL
SIGN MOUNTED IN BOLLARD (NO SCALE)
1/4" PER FOOT SLOPE
CLASS "A' CONCRETE
p o o
1=1�
4" COMPACTED
GRANULAR BASE
LONGITUDINAL SECTION
1 1 /2 "R.
SECTION Y -Y
CONC. RAMP
(4" THICK)
SECTION B -B
VARIES (SEE PLANS)
D
(I
�Lr
IC-
B =(D -C
CLASS "A"
CONCRETE
3'
1 1/2"R.
SCORE
6"
WALK
COMBINATION PEDESTRIAN /HANDICAP
ENTRY RAMP DETAIL
8
1" RAD.
1/8 "RAD.° �T
IFS v v
L.6
iD
PAVEMENT
INTEGRAL WALK
AND CURB DETAIL
(NO SCALE)
CONCRETE END SECTION DETAIL
JOINT DETAIL
(NO SCALE)
1/2" EXPANSION JOINT
FILLER SEALANT
hitt
(No SCALE)
COMPACTED SUBSURFACE
ASPHALT PAVING SECTION
MULTI-USE PATIt
1101/SYD BRUM. SURFACE NO. II, LV ON
COMPAL1ED AGGREQATE BASE. TYPE 0. SIZE NO.
MULTI-USE PATH
PAVEMENT SECTION (TYP.)
(NO SCALE)
NOTE: PROVIDE EXPANSION STRIP AND SEALANT
ADJACENT BUILDING AND EXISTING CURB
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
NOTE:
PROVIDE 2% CROSS SLOPE
AWAY FROM BUILDING
TRANSVERSE JOINT
1/2 PREFORIED JOINT FUER
4.0' (MIN)
4"-#53 COMPACILO AGGREGATE
PREPARED SUBGRADE
CN I
(NO SCALE)
5" COMPACTED
AGGREGATE BASE
COMPACTED
SUB-GRADE
6
2.5"-H.A.C. BINDER
6"-#53 AGGREGATE
TYPICAL SIDEWALK SECTION
(NO SCALE)
CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M.
DESIGNATION C-76 CLASS (AS SET OUT IN INDOT STANDARD SPECIFICATIONS),
REINFORCEMBIT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 CLASS I
FOR THE SIZE OF CONNECTING PIPE
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C"
THE END OE THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW UNEs ARE FLUSH. THE JOINT
SHALL BE COMPLETELY FILLED WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSMON APPROxIMATELY 10'-0" IN
LDIGTEL
VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCREIE, THE pasmoN OF STEEL. AND THE INTERNAL DIAMETER OF THE PIPE
SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM
DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-??
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR
METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER, EXCEPT IN AREAS OF ACID OR MINE WATER
THEN THE USE OF METAL END SECTION IS PROHIBITED.
END SECTIONS WILL BE PAID FOR AT ME CONTRACT UNIT' PRICE EACH FOR "PIPE END SECTION" COMPLETE
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST THEREOF SHALL BE INCLUDED IN
ME CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION."
NO.
ti
SHEET NO.
ri]
ui
0
14 up
LTLI
Lij
tz
cz
10200392 EE
61 40 I M
10200392
C a
tea
411 14
NIP r
tZi
7
6.
6,..
(5' CAR)
8' F
8' MIN VAN
8'
BUILDING (TYP.) I
FINISH GRADE
EDGE OF PAVEMENT, CUR:, I
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
3' FROM
GREATER THAN 5' (1)
fM LESS THAN 5' (2)
(1) REGULAR BACKFILL
1O
B OUTSIDE DIAMEI ER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
#8 CRUSHED STONE OR
APPROVED EQUIV. CLASS I
BEDDING MATERIAL HAND
TAMPED OR WALKED INTO
PLACE
B, 12" (MIN.)
TYPICAL BEDDING SECTION
PVC HOPE (NO SCALE)
A MINIMUM 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.
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
6'- 4"
1' -4 "4"
I 4" 8 4 4 S 1
MIN. FALL=
1/4" PER FOOT
DTR.AWiNG: H: \2OO4\WO4O26 \ENGVnset \04O266CO7-dwg
LAYOUT: Detgiis L.
?nn:l
PLAN VIEW
=II aII 4 0=illie
1/4%p
Ni
ELEVATION
N
GRADE
BUILDING
SANITARY
SEWER
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
2' -10 1/
Ii
M7 TRUNK LINE
LATERAL MINIMUM
SIZE .--=6"
SERVICE WYE
CONNECT WITH
SANITARY COMB.
Y BEND
90" LONG x 45" wIDl *SEE SITE PLAN
FOR ACTUAL SIZE
REQUIRED
GREASE INTERCEPTOR DETAIL
NO SCALE
I-
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
MAGNETIC TAPE
INSTALLED PER SECTION
7.02 -C
RIGHT -OF -WAY
UNE
SERVICE CONNECTION FOR SHALLOW SEWERS
(LESS THAN 15' DEEP) (NO SCALE)
0
TRAFFIC MARKINGS DETAIL
(NO SCALE)
L1-1
NOTE:
LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED
IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE 20 FEET
IN ADVANCE OF THE STOPLINE. THE WORD "ONLY" SHOULD BE
LOCATED IN ADVANCE OF THE PAVEMENT ARROW.
"B" BORROW OR EQUIV, GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY
MIN. 12"
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO 12"
BALANCED UFTS A MIN. 9" CLEARANCE
SHALL BE PROVIDED ON EACH SIDE
OF THE INSTALLED PIPE
BUILDING LATERAL
MINIMUM SIZE =4"
FINISH GRADE
PLAN NOTES
1. CAST IRON MANHOLE FRAME COVER. NEENAH
R- 6462 -FH OR APPROVED EQUAL.
2. 24" DIAMETER CONCRETE PIPE RISER.
3. CAST IRON CLEAN -OUT COVER.
4. PRECAST CONCRETE INLET BAFFLE.
5. 6" LEVELED SAND BED.
6. PRECAST CONCRETE STRUCTURE
DESIGNED FOR VEHICLE TRAFFIC. (MUST BE APPROVED
BY THE AUTHORITY HAVING JURISDICTION.)
7. PRECAST CONCRETE OUTLET BAFFLE.
9
TYPICAL CLEANOUT SECTION
COVERS SEALED
IN PLACE
USE 6" PVC PIPE
UNLESS OTHERWISE
SPECIFIED
TYPICAL
VALVE BOX INSTALLATION
9,
CONCRETE WITH
FIBER ADDITIVE
TOOLED JOINT
CONCRETE
ENCASEMENT
WHEN
ALREADY IN
PROPOSED RIGID
SURFACE
1
6" PIPE
(SEWER LATERAL)
FINISH FLOOR
TYPE I
ADJUSTABLE
CAST IRON
VALVE BOX
EAST JORDON
NO. 6860
NOTE SIMILAR INSTALLATION FOR CURB BOX OR
SERVICE LINE
PLAN
TOOLED OR
SAWCUT JOINT
BITUMINOUS PAVEMENT
OR FINISH GRADE
1/8" RADIUS
COMPACTED
BACKFILL
TO NATURAL
GROUND
COMPACTED SUBGRADE
EDGE OF PAVEMENT, CUR
GUTTER OR SIMILAR
STRUCTURE.
B OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
(1) REGULAR BACKFILL
GREATER THAN 5' (1)
LESS THAN 5' (2)
ALL BEDDING de INFTIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12" BALANCED
UFTS. A MIN. OF 9" CLEARANCE
SHALL BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE.
NOTE:
LATERAL CONNECTION TO CLEANOUT
STRUCTURE TO BE WITHIN 3.0'
(THREE FEET) OF THE FOUNDATION WALL
OUTS
D ADE
MI ISM
1
Ti* 4" X 6" INCREASER
4" P.V.C. PIPE
1/8 STREET BEN
TYPICAL BEDDING
SECTION RCP PIPE
3.0'
(MAX)
CLEANOUT PLUG ADAPTER
(NO SCALE)
�1 14- 1' tea.
NOTE.
BELL HOLES SHALL B I
PROVIDED AND THE
VA-
TRENCH PREPARED SO
THAT THE BOTTOM IS
PROPERLY SUPPORTED
THROUGH ITS ENTIRE
LENGTH
LONG RADIUS CURVE
TYPICAL BUILDING CONNECTION
TO MAIN SANITARY SEWER
(NO SCALE)
#6x1'-3"
@2 -0
FILL JOINT
WITH SEALING
COMPOUND
CONSIRL,ICTION_A.INT
8
ISOMETRIC
1/8" RAD.
CONCRETE EDGES
XPANSION
SLEEVE
ION
1 2" EXPANSION
JOINT MATERIAL
W/ SEALANT
fXPANSIQB MALT
CONCRETE PAVING SECTION
WITH FIBER MESH (NO SCALE)
(1) MIN. 1.25 Bc
(2) 1.25 Bc t 12" (MIN.)
"B" BORROW OR EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
(NO SCALE)
NEENAH CASTING R -1976
OR EJIW 1578 FOR
CLEANOUT IN PAVEMENT.
(NO SCALE)
II MIMI
0,
BOTTOM OF TRENCH
0
OF
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT.
(2) "B" BORROW OR EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD PROCTOR
DENSITY.
#5 REBAR 1'--6"
WITH 3/4" HOLE CAS
PAVEMENT
TRANSVERSE EXPANSION JOINTS
TRANSVERSE CONTRACTION JOINTS
CURB JOINT DETAIL
(NO SCALE)
NY
\MV' �1/
\VY
NV Nv
/j/
f f jf f
3500 PSI CONCRETE
CONCRETE CRADLE DETAIL
SLOPE 1
/1F7
ORB
NOTES:
1. DIMENSIONS SHOWN IN CONFORMANCE WITH INDIANA DEPT. OF
TRANSPORTATION (INDOT) SPECIFICATIONS.
2. POURED BENCHWALL AND PIPE CONNECTION VARY W/ BOX TYPE SPECIFIED.
3. HEIGHT DIMENSIONS MAY VARY AS REQUIRED BY SITE CUNDmONS.
6.0.
PRECAST CONC. PARKING
BARRIER WITH 2- 3 REBARS
USE 4000 PSI C C.
CURB INLET TYPE A
7
100'
co
of
-4, 2 #5 RE -BAR
36" LONG
24" SQ.
ti INDOT TYPE A
INLET BOX
y •Q d
TOP
OF CURB
I"
P
OF CURB
Nv vi?
T.C. ELEVATION
1 rNEENAH R- 3286 -BV PAVEMENT
0Gb
NfilE
6" CLASS "A" CONC. PRECAST OR POURED IN
PLACE
PARKING BARRIER
7
(NO SCALE)
BUTYL RUBBER BASE EXTERIOR
BACKPLASTER MATERIAL 1/4" ±1/16`
MIN. THICKNESS FROM 2" BELOW TOP
OF CONE TO CASTING, PER SPECS.
0 -RING GASKET BETWEEN ALL
RISER AND CONE SECTIONS,
PWS 1/2' EXTRUDABLE
GASKET. (KENT SEAL OR EQUAL)
PRE FORMED HOLE TO
MAX. OF PIPE O.D. +6"
W /NON- SHRINK GROUT.
#2 STONE
in
1 ;1 11 =I
6" (typ.)
1 I IIf
6" LEVEL BOTH SIDES
6" OF #8 OR #2 STONE
(NO SCALE)
NQIE:
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 0 -4101 REINFORCED WITH DEFORMED 3/8' MIN. DIAMETER
REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615, GRADE 60. NON COATED
CAST IRON STEPS ARE NOT ACCEPTABLE.
CRADLE SHALL BEAR ON
UNDISTURBED EARTH
PRECAST CONCRETE
SPACERS OF SOLID
CONCRETE BLOCK
MORTAR PER DPW
SPECIFICATIONS
VAR. PIPE SIZE
18" MAX. STRAIGHT CONNECT
15" MAX. SKEW /CORNER
6
FRAME AND COVER AS SPECIFIED.
FINISH GRADE OR PAVEMENT
STANDARD STORM MANHOLE
(FOR PIPE SIZES THRU 24 (NO SCALE)
j
f.
f \f fj �f
EARTH CUT A AYY
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
AU. OTHER PIPES IS 18" OR LESS, PER INSPECTOR'S
DIRECTION, OR WHERE NOTED ON THE DRAWINGS. A
MINIMUM CLEAR DISTANCE OF 3' MUST BE PROVIDED TO
MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE.
VARIES=
6
NOTE: 6" CLASS 'A" CONC. PRECAST
OR POURED INTO PLACE
INLET MOD. TYPE A
PRECAST CONCRETE ADJUSTER RINGS,
4" MIN -12" MAX. (SEE DETAIL)
ECCENTRIC CONE SECTION
-I 8„
,6d
NOTE
MANHOLE CONFORMS TO ASTM C-478.
JOINT CONFORMS TO ASTM C -443.
MINIMUM 1/2" PER FOOT SLOPE
PRECAST CONCRETE SECTIONS
#4 REBAR 12" O.C. BOTH
WAYS. (OR STEEL MESH AREA
0.12 SQ. IN /SQ. FT)
MANHOLE BASE SET
ON 6" OF #2 STONE
NOTE ALL PAINT TO BE NON -SKID
SURFACE APPLICATION OF CIUCA
SAND OR GLASS BEAD BY METHOD
OF MIXTURE AND OR BROADCASTING.
PROPOSED ADA SIGNS
ON 3" DIAMETER POST
(SEE SIGN DETAILS)
18" R
BLUE SURFACE
SILKSCREEN WHITE LETTERS
yT
PARKING 15
OILY
ALL CORNER\
1 12"
CAR PARKING SIGN
10" DIA.
NOTE: ALL STRIPES TO
BE 4" PAINTED WHITE
20'
HANDICAP PARKING
SYMBOL DETAIL
(NO SCALE)
NOTE: 12 "X18" 18 GAUGE HOT DIP GALVANIZED
NON REFLECTIVE SIGN WITH 12' POST DRIVEN 4 FEET
INTO GROUND. POST SHALL BE 12' LONG GALVANIZED
2 1 /2" OD STEEL POSTS PAINTED GREEN TO MATCH
LIGHT POLES SET BOTTOM OF SIGN 7' ABOVE GRADE
"ADA" SIGNS
(NO SCALE
COMPACTED
SUBGRADE
(NO SCALE)
"ADA" PARKING SPACES
NEENAH R -3405 OR EQUAL
NEENAH R -3405 OR EQUAL
STONE
I f III(TYP,)
1 1I-
IIIi"
#53 STONE
5
i
4:1 n 11.�L�oAF
a, SLO
PAY LENGTH
OF CULVERT
Ival-��= n-u.- n- n- w-4=G= 11 =11= 11.=11.= .I1 =lL
11.= 1= 1= .11 =i1=
PIPE
CULVERT
COMPUTED LENGTH OF
CULVERT
4" (1YP)
CONCRETE END
SECTION
SLQPE DETAIL
PAVEMENT
R1.5'
4
E
4
4
to
BLUE SURFACE
\SILKSCREEN WHITE LEI I ERS
VAN
PARKING
OILY
1" RAD.
ALL CORNERS
12'
VAN PARKING SIGN
RIP -RAP TO BE PLACED ON
SIDE SLOPE WHEN CALLED
FOR ON PLANS.
tIQM
METAL PIPE END SECTIONS MAY BE USED
WITH CONCRETE PIPE, PROVIDING THE
METHOD OF CONNECTION IS APPROVED
BY THE ENGINEER PRIOR TO
INSTALLATION OF PIPE. (EXCEPT IN
INDIANAPOLIS)
4" TYP.-,.
1:41
III
II
FILL PIPE FULL W/ CONCRETE
ROUND TOP TO DRAIN
I'
6 "DIA. SCHEDULE 40 STEEL ROUND
PIPE PAINT SAFETY YELLOW
14" DIA. CONCRETE FOOTING
PIPE BOLLARD DETAIL
4
"I
18"
I I II 1-
I 9"
CURB DETAIL
(NO SCALE)
22"
I II�I11_r
COMPACTED SUBGRADE
24" WIRE MESH
SEALANT SECTION A -A
SLOPE TO DRAIN
PAVING
ALL SIGNS SHALL COMPLY WITH U.S- DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES ",LOCAL CODES AND AS
SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
THIS SIGN TYPICAL AT
ALL ACCESSIBLE PARKING
SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
"U CHANNEL
POST (2- lbs. /ft.)
POST SHALL BE 2' O.D. GALVANIZED STEEL
WITH GALVANIZED CAP. SET 12' LONG POST
3.5' INTO GROUND.
USE 6" PIPE BOLLARD FILLED
W/ CONCRETE AND PAINT 3
TRAFFIC YELLOW ONLY WHEN
SIGN IS IN PAVED AREA OR
SIDEWALK 4
SLOPE TOP
OF CONCRETE
GROUND /PAVING
SURFACE
3500 P.S.I.
P.C. CONCRETE
4" TOPSOIL
EXISTING
GROUND
CONCRETE PAVING SECTION
DOCK PAVING (NO SCALE)
12'CTOCMAX.
SPACING
E +2T
6" FIBER ADDITIVE
REINFORCED CONC.
4"-#53 AGGREGATE
SECTION A -A
CONC. PIPE TOE ANCHOR
(NO SCALE)
RESERVED
PARKING
3
VAN
CCESSIBLE
3
r
12'X6"
12" X 9"
GROOVED ON OUTLET END,
TONGUE END ON INLET
END.
GROOVE (OR TONGUE) TO BE THE
SAME AS ON STANDARD REINFORCED
CONCRETE PIPE, ASTM DESIGNATION
C -76.
1/2" EXPANSION JOINT
FILLER SEALANT
'ADA' SIGN BOLLARD
MOUNT DETAIL
SIGN MOUNTED IN BOLLARD (NO SCALE)
1/4" PER FOOT SLOPE
CLASS "A' CONCRETE
p o o
1=1�
4" COMPACTED
GRANULAR BASE
LONGITUDINAL SECTION
1 1 /2 "R.
SECTION Y -Y
CONC. RAMP
(4" THICK)
SECTION B -B
VARIES (SEE PLANS)
D
(I
�Lr
IC-
B =(D -C
CLASS "A"
CONCRETE
3'
1 1/2"R.
SCORE
6"
WALK
COMBINATION PEDESTRIAN /HANDICAP
ENTRY RAMP DETAIL
8
1" RAD.
1/8 "RAD.° �T
IFS v v
L.6
iD
PAVEMENT
INTEGRAL WALK
AND CURB DETAIL
(NO SCALE)
CONCRETE END SECTION DETAIL
JOINT DETAIL
(NO SCALE)
1/2" EXPANSION JOINT
FILLER SEALANT
hitt
(No SCALE)
COMPACTED SUBSURFACE
ASPHALT PAVING SECTION
MULTI-USE PATIt
1101/SYD BRUM. SURFACE NO. II, LV ON
COMPAL1ED AGGREQATE BASE. TYPE 0. SIZE NO.
MULTI-USE PATH
PAVEMENT SECTION (TYP.)
(NO SCALE)
NOTE: PROVIDE EXPANSION STRIP AND SEALANT
ADJACENT BUILDING AND EXISTING CURB
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
NOTE:
PROVIDE 2% CROSS SLOPE
AWAY FROM BUILDING
TRANSVERSE JOINT
1/2 PREFORIED JOINT FUER
4.0' (MIN)
4"-#53 COMPACILO AGGREGATE
PREPARED SUBGRADE
CN I
(NO SCALE)
5" COMPACTED
AGGREGATE BASE
COMPACTED
SUB-GRADE
6
2.5"-H.A.C. BINDER
6"-#53 AGGREGATE
TYPICAL SIDEWALK SECTION
(NO SCALE)
CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M.
DESIGNATION C-76 CLASS (AS SET OUT IN INDOT STANDARD SPECIFICATIONS),
REINFORCEMBIT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 CLASS I
FOR THE SIZE OF CONNECTING PIPE
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C"
THE END OE THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW UNEs ARE FLUSH. THE JOINT
SHALL BE COMPLETELY FILLED WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSMON APPROxIMATELY 10'-0" IN
LDIGTEL
VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCREIE, THE pasmoN OF STEEL. AND THE INTERNAL DIAMETER OF THE PIPE
SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM
DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-??
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR
METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER, EXCEPT IN AREAS OF ACID OR MINE WATER
THEN THE USE OF METAL END SECTION IS PROHIBITED.
END SECTIONS WILL BE PAID FOR AT ME CONTRACT UNIT' PRICE EACH FOR "PIPE END SECTION" COMPLETE
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST THEREOF SHALL BE INCLUDED IN
ME CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION."
NO.
ti
SHEET NO.
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0
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10200392 EE
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10200392
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