HomeMy WebLinkAboutConstruction Plans - General Details C803DIMENSIONS OF GALVANIZED STEEL
END SECTIONS FOR ROUND PIPE
TYPE
OF
PIPE
P: DIA
IN INC ES
GAGE
DIMENSION
APPROX.
SLOPE
A
+1"
B
(MAX)
H
+1
L
+1 1/2"
W
+2"
R -C.P.
12
.063
7
8
6
26
30
2 1/2
R.C.P.
15
-063
8
10
6
31
36
2 1/2
R.C.P.
18
063
9
12
6
36
42
2 1/2
R.C.P.
21
063
1 0
13
6
41
48
2 1/2
R.C.P.
24
.079
12
16
8
51
60
2 1/2
R.C.P.
30
079
14
19
9
60
72
2 1/2
R.C.P.
36
.099
16
22
11
69
84
90
2 1/2
2 1/4
R.C.P.
42
.099
18
27
12
78
R.C.P.
R .C.P.
48
.099
18
30
12
14
102
2
54
r .099
18
33
12
87
114
1 3/4
REnuiRED COMPACTION T
OMPGj ;ION 1t;135L
STANDARD PROCTOR DENSITY (ASTM 0 2321)
BACKFILL MATERIAL (SEE DOTE)
fPEI°1C AR I (LA rLi II r LASE, C
L
1 C of 41 I ��r f fl
BECDING F,_AT SHOVEL 85% UOA` UNDI s1 B 4
HAUNCH 1 1 85% i 90% I
PAVEMENT
INITIAL BACKFRLL INO COMPACTION 85% 1 90% J NO
V, MATERIAL. 1 S.. F r
NOTE_: !F i_ I IS '�D
IT Mi r i ALSO BE USED FOR HAUNf✓HING.
1/2 TRENCH
DEPTH I D`y: ,',CITE,
(;RANI_.';... t 4 T TRIAL TO
C USED 1-.).FR ALL
M
EXPANSION
,t1OINT
w a
A
j: A
,1 1si,,alf,
_D AREAS`
iNkj
SECTION;
r
CLASS I, h, HI, IV
'E S C S.
CL ASS +f I .A 1 uiv
SYSTEM.
RFA
ETA!
NO SCALE
4 A
7
F' -C"
GRADE
't.i; ORCEr1 EDGE
SANITARY
SEWS
30" DIA.
TYP'CA. UTILITY CROSSING
(RCP OR PRECAST)
(1) LINE 0.116 PIPE
W.W.F.
No. R- 1772 -A
NEENAH CASTING OR
APPROVED EQUAL
STORM MANHOLE DETAIL
COMPACTED
BACKFIL
►1 SE NO
f
i;F AREA
4" MIN_
TYPICAL SEWER TRENCH
SECTION
4I COMPACTED NO, 6 THROUGH
NO. 9 AGGREGATE
SANITARY SEWER TRENCH DETAILS (1
THE CON `RAC C SHALL BE AWARE THAT IF THE TOP OF NO SCALE C803
THE TRENCH iS WITHIN OF THE PROPOSED FUTURE BACK
OF CPR. THAT GRANULAR BACKFILL (NO. 53 AGGREGATE)
SW EE PLACED IN THE EXCAVATION AND COMPACTED
TO JJ57. MODIFIED PROCTOR AT 6" MAX. !JETS.
WIDTH VARIES BASE ON THE TYPE OF PIPE MATERIAL
L. P OF COVER. CONSULT THE PROJECT ENGINEER IF THE
6" CLEARANCE ON EACH SIDE OF THE PIPE IS NOT SUFFICIENT.
HE EXCAVATION OF THE TRENCH SIDE SLOPES SHALL BE IN
ACCORDANCE WITH I.O.S.H.A. REGULATIONS.
IN THE EVENT THAT A SOFT AREA IS ENCOUNTERED OR THE
BOTTOM OF THE TRENCH IS OVER DUG, THE TRENCH BOTTOM
WILL BE REFILLED WITH NO. 8 COMPACTED AGGREGATE
BEFORE THE PPE IS LAID IN PLACE.
THIS RENCH DETAIL IS TO BE USED FOR ALL TYPES OF
SANITARY SEWER PIPE MATERIAL INCLUDING P.V.C., (SDR -35)
AND P.V.C. TRUSS PIPE.
THREADED ROD
Jr
iiJ
II J te r- ROD HOLDER
1�
1 E 1
r'
Vv I A
I I
PLAN VIEW
BEDDING FOR PIPE AS FOLLOWS:
FLEXIBLE PIPE D-2321 CL ASS 1, 2, 3
RIGID PIPE ASTM C -12 CLASS A, B, OR C
VARItS C
SKIRT LIP
I 12" c -c (max)
W+ A
END VIEW
(TRENCH SIDE SLOPES)
1: 2 OVER 16'
1:3 TO 16'
1 :6 TO 12'
1:12 TO 8'
REINFORCED CONCRETE PIPE
NO SCALE
S
--TOE PLATE E
8 --1
PAVEMENT
co
COMPACTED
#53 AGGREGATE
L
SEE NOTE
TYPICAL SEWER TRENCH
SECTION UNDER PAVEMENT
Ada
SIDE VIEW
NOTE: FOR CCPRUGATED METAL PIPE USE NEXT SMALLER
DIAMETER' END SE :TION.
METAL El J D SECTION DETAIL 18
C803
4" MIN.
(10
C803
HANDICAPPED PARKING SIGN
12
C803
4" WIDE
WHITE STRIPE
9' HANDICAPPED
TYP.
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
PAINTED HANDICAP
SYMBOL DETAIL
HANDICAPPED RAMP
9' OR 5'
45'
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID.
NEENAH R- 1974 —A OR
APPROVED EQUAL
NO SCALE
I-F•— 2
4" WIDE
BLUE STRIPE
11�
C803)
9' HANDICAPPED
TYP.
HANDICAP PARKING STALLS �12
NO SCALE C803
FINISH GRADE
CONCRETE COLLAR
APPROX. 90'
WYE
6
SANITARY SEWER LATERAL
TYPICAL CLEANOUT DETAIL
WITH PLUG
NO SCALE
ODO M
ODO MD
DDDDDD
000000
1
3'6 "x3'6" BASE
SPRING UNE
OF PIPE
PLUG
6" PIPE
LONG RADIUS
NO SCALE
NEENAH TYPE CASTING
NO. R -3246 OR
APPROVED EQAUL
ASPHALT
VAR. PIPE SIZE
(18" MAX.)
CHAIR BACK CURB INLET (14
on
0
CV
CONCRETE CURB AND WALK
THE SPACE BEHIND THE CURB SHALL BE FILLET WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN L YERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
Sidewalk
6"
1/2" Preformed Joint Filler
SECTION G —G
Pavement
6"
SECTION H —H
INDOT TYPE "G" CURB RAMP
PREPARED SUBGRADE
SIDEWALK DETAIL
CURB RAMP, TYPE f
Varies
Slope 12:1 Max.
6'_
HANDICAP PARKING SIGN DETAIL
(BY OWNER)
CONCRETE WALK
SLOPE:
1/4" PER FOOT
TYPICAL SIDEWALK SECTION
NOT TO SCALE
20' -O" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
12"
RESERVED
PARKING
r ug
ACCEMSILE
5' -0" MIN.
"VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
R/W LINE
2' -0"
Pavement
1 "20 Max.
1' -0"
NO SCALE
GREEN ILLUMINATING TAPE „i TEES)
BLUE ILLUMINATING (APE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
GREEN ILLUMINATING TAPE (ARROW)
GREEN ILLUMINATING TAPE (BORDER)
c
o C• o O o O
l Ct
O o °c
0 °0•. °0 °0•
HEAVY DUTY PAVEMENT SECTION
1. SAWCUT FULL DEPTH
NEW PAVEMENT
(SEE SITE PLAN)
PREPARED SUBGRADE PER INDOT No. 201
YPICAL PAVEMEN T SEC T ION
TACK COAT
o 0 O O O 4 O
o O• o 0 0 0.o p 0
O O O 9
.was
a Q c O a O O Q O
O n p (./.0 O .0
1” HMA SUR=FACE (4.75 1m)
2" HMA INTERMEDIATE (12.5 m 1)
6" ##53 COMPACTED STONE BASE
o 0 0 0 0 0 0 0 0 0 0'
0.0'0 o 0.0'000°0.0'06o
a
o O CI 0 °O 0 c a m
a 0
0.0 0 o O o O o O o 0' o
o O o 0 o O o °O o 0 o O
0 o O. o O. 0 a 0 o a O o
HMA. SURFACE (4.75 5 i I
8" w COMPACTED STONE RASE
0 PREPARED SUBGRADE PEP INDOT No. 201
/233 HMA INTERMEDIATE (12.5 mm)
0
O L 0 0
O 0 0 0 0
CONCRETE Tp. P VEMNT
7" s.�+�.J,� I�t� I!n b tF'fi11 I
6" (MIN.) #8 COMPACTED STONE BASE
I
CONCRETE PAVEMENT SECTION -3
PREPARED SUBGRADE PER INDOT No, 201
MIN.
Q OH
n
0 U"'
n o 0 I
fi V jv
2. SURFACE MILL.
3. TACK 00.4 FACE'
EXISTING PAVEMENT
FOR NEW PVM'T SEE SITE PLAN
SECTIONS 1 i'�v. G CTIONS AB
TYPICAL PAVEMENT Tit-1N
COMPACTED SUBGRADE 1
2 CONCRETE CHAIRBACK CURB
AND GUT IiER (T'i*
COMPACT SUBGRADE
2_ CHAIRBACK CUR
WITHOUT GUTTER 'ms
J)
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCL 1ISI` F
a C1U.AL PROPERTY OF THE SCI-':NEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED. IN WHOLE OR IN PART, WITHOUT
1(_ THE SCHNEIDE
CORPORATION.
t 1L. HNEIDER
RPLI5 1
31
JX.
:_ng,neer
L srlms jai Eliigineerng
7eot. Services
(ITS
!Acme IBu Il Jer es
interior r L)esI `I
z
i ands 'pe Architecture
p t
cr i.'V r: l 115': EI ic': eeri. q
fi
SHEET TITLE:
)PAWING TILES:
SHEET NO.:
I11110
RIGHTED BY TH =E SCHNEIDER CORE
DRAWN BY:
o.
RAJ .f Yip T AIL
e
i 1 /2" PREFORMED
i INT PI 1 PR
L r'Ktr
JOINT FILLE
JIW „0 ,S
NSVERSE J
5'-O" BETWEEN
■NSVERSE
TRANSVERSE JOINTS
REnuiRED COMPACTION T
OMPGj ;ION 1t;135L
STANDARD PROCTOR DENSITY (ASTM 0 2321)
BACKFILL MATERIAL (SEE DOTE)
fPEI°1C AR I (LA rLi II r LASE, C
L
1 C of 41 I ��r f fl
BECDING F,_AT SHOVEL 85% UOA` UNDI s1 B 4
HAUNCH 1 1 85% i 90% I
PAVEMENT
INITIAL BACKFRLL INO COMPACTION 85% 1 90% J NO
V, MATERIAL. 1 S.. F r
NOTE_: !F i_ I IS '�D
IT Mi r i ALSO BE USED FOR HAUNf✓HING.
1/2 TRENCH
DEPTH I D`y: ,',CITE,
(;RANI_.';... t 4 T TRIAL TO
C USED 1-.).FR ALL
M
EXPANSION
,t1OINT
w a
A
j: A
,1 1si,,alf,
_D AREAS`
iNkj
SECTION;
r
CLASS I, h, HI, IV
'E S C S.
CL ASS +f I .A 1 uiv
SYSTEM.
RFA
ETA!
NO SCALE
4 A
7
F' -C"
GRADE
't.i; ORCEr1 EDGE
SANITARY
SEWS
30" DIA.
TYP'CA. UTILITY CROSSING
(RCP OR PRECAST)
(1) LINE 0.116 PIPE
W.W.F.
No. R- 1772 -A
NEENAH CASTING OR
APPROVED EQUAL
STORM MANHOLE DETAIL
COMPACTED
BACKFIL
►1 SE NO
f
i;F AREA
4" MIN_
TYPICAL SEWER TRENCH
SECTION
4I COMPACTED NO, 6 THROUGH
NO. 9 AGGREGATE
SANITARY SEWER TRENCH DETAILS (1
THE CON `RAC C SHALL BE AWARE THAT IF THE TOP OF NO SCALE C803
THE TRENCH iS WITHIN OF THE PROPOSED FUTURE BACK
OF CPR. THAT GRANULAR BACKFILL (NO. 53 AGGREGATE)
SW EE PLACED IN THE EXCAVATION AND COMPACTED
TO JJ57. MODIFIED PROCTOR AT 6" MAX. !JETS.
WIDTH VARIES BASE ON THE TYPE OF PIPE MATERIAL
L. P OF COVER. CONSULT THE PROJECT ENGINEER IF THE
6" CLEARANCE ON EACH SIDE OF THE PIPE IS NOT SUFFICIENT.
HE EXCAVATION OF THE TRENCH SIDE SLOPES SHALL BE IN
ACCORDANCE WITH I.O.S.H.A. REGULATIONS.
IN THE EVENT THAT A SOFT AREA IS ENCOUNTERED OR THE
BOTTOM OF THE TRENCH IS OVER DUG, THE TRENCH BOTTOM
WILL BE REFILLED WITH NO. 8 COMPACTED AGGREGATE
BEFORE THE PPE IS LAID IN PLACE.
THIS RENCH DETAIL IS TO BE USED FOR ALL TYPES OF
SANITARY SEWER PIPE MATERIAL INCLUDING P.V.C., (SDR -35)
AND P.V.C. TRUSS PIPE.
THREADED ROD
Jr
iiJ
II J te r- ROD HOLDER
1�
1 E 1
r'
Vv I A
I I
PLAN VIEW
BEDDING FOR PIPE AS FOLLOWS:
FLEXIBLE PIPE D-2321 CL ASS 1, 2, 3
RIGID PIPE ASTM C -12 CLASS A, B, OR C
VARItS C
SKIRT LIP
I 12" c -c (max)
W+ A
END VIEW
(TRENCH SIDE SLOPES)
1: 2 OVER 16'
1:3 TO 16'
1 :6 TO 12'
1:12 TO 8'
REINFORCED CONCRETE PIPE
NO SCALE
S
--TOE PLATE E
8 --1
PAVEMENT
co
COMPACTED
#53 AGGREGATE
L
SEE NOTE
TYPICAL SEWER TRENCH
SECTION UNDER PAVEMENT
Ada
SIDE VIEW
NOTE: FOR CCPRUGATED METAL PIPE USE NEXT SMALLER
DIAMETER' END SE :TION.
METAL El J D SECTION DETAIL 18
C803
4" MIN.
(10
C803
HANDICAPPED PARKING SIGN
12
C803
4" WIDE
WHITE STRIPE
9' HANDICAPPED
TYP.
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
PAINTED HANDICAP
SYMBOL DETAIL
HANDICAPPED RAMP
9' OR 5'
45'
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID.
NEENAH R- 1974 —A OR
APPROVED EQUAL
NO SCALE
I-F•— 2
4" WIDE
BLUE STRIPE
11�
C803)
9' HANDICAPPED
TYP.
HANDICAP PARKING STALLS �12
NO SCALE C803
FINISH GRADE
CONCRETE COLLAR
APPROX. 90'
WYE
6
SANITARY SEWER LATERAL
TYPICAL CLEANOUT DETAIL
WITH PLUG
NO SCALE
ODO M
ODO MD
DDDDDD
000000
1
3'6 "x3'6" BASE
SPRING UNE
OF PIPE
PLUG
6" PIPE
LONG RADIUS
NO SCALE
NEENAH TYPE CASTING
NO. R -3246 OR
APPROVED EQAUL
ASPHALT
VAR. PIPE SIZE
(18" MAX.)
CHAIR BACK CURB INLET (14
on
0
CV
CONCRETE CURB AND WALK
THE SPACE BEHIND THE CURB SHALL BE FILLET WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN L YERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
Sidewalk
6"
1/2" Preformed Joint Filler
SECTION G —G
Pavement
6"
SECTION H —H
INDOT TYPE "G" CURB RAMP
PREPARED SUBGRADE
SIDEWALK DETAIL
CURB RAMP, TYPE f
Varies
Slope 12:1 Max.
6'_
HANDICAP PARKING SIGN DETAIL
(BY OWNER)
CONCRETE WALK
SLOPE:
1/4" PER FOOT
TYPICAL SIDEWALK SECTION
NOT TO SCALE
20' -O" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
12"
RESERVED
PARKING
r ug
ACCEMSILE
5' -0" MIN.
"VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
R/W LINE
2' -0"
Pavement
1 "20 Max.
1' -0"
NO SCALE
GREEN ILLUMINATING TAPE „i TEES)
BLUE ILLUMINATING (APE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
GREEN ILLUMINATING TAPE (ARROW)
GREEN ILLUMINATING TAPE (BORDER)
c
o C• o O o O
l Ct
O o °c
0 °0•. °0 °0•
HEAVY DUTY PAVEMENT SECTION
1. SAWCUT FULL DEPTH
NEW PAVEMENT
(SEE SITE PLAN)
PREPARED SUBGRADE PER INDOT No. 201
YPICAL PAVEMEN T SEC T ION
TACK COAT
o 0 O O O 4 O
o O• o 0 0 0.o p 0
O O O 9
.was
a Q c O a O O Q O
O n p (./.0 O .0
1” HMA SUR=FACE (4.75 1m)
2" HMA INTERMEDIATE (12.5 m 1)
6" ##53 COMPACTED STONE BASE
o 0 0 0 0 0 0 0 0 0 0'
0.0'0 o 0.0'000°0.0'06o
a
o O CI 0 °O 0 c a m
a 0
0.0 0 o O o O o O o 0' o
o O o 0 o O o °O o 0 o O
0 o O. o O. 0 a 0 o a O o
HMA. SURFACE (4.75 5 i I
8" w COMPACTED STONE RASE
0 PREPARED SUBGRADE PEP INDOT No. 201
/233 HMA INTERMEDIATE (12.5 mm)
0
O L 0 0
O 0 0 0 0
CONCRETE Tp. P VEMNT
7" s.�+�.J,� I�t� I!n b tF'fi11 I
6" (MIN.) #8 COMPACTED STONE BASE
I
CONCRETE PAVEMENT SECTION -3
PREPARED SUBGRADE PER INDOT No, 201
MIN.
Q OH
n
0 U"'
n o 0 I
fi V jv
2. SURFACE MILL.
3. TACK 00.4 FACE'
EXISTING PAVEMENT
FOR NEW PVM'T SEE SITE PLAN
SECTIONS 1 i'�v. G CTIONS AB
TYPICAL PAVEMENT Tit-1N
COMPACTED SUBGRADE 1
2 CONCRETE CHAIRBACK CURB
AND GUT IiER (T'i*
COMPACT SUBGRADE
2_ CHAIRBACK CUR
WITHOUT GUTTER 'ms
J)
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCL 1ISI` F
a C1U.AL PROPERTY OF THE SCI-':NEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED. IN WHOLE OR IN PART, WITHOUT
1(_ THE SCHNEIDE
CORPORATION.
t 1L. HNEIDER
RPLI5 1
31
JX.
:_ng,neer
L srlms jai Eliigineerng
7eot. Services
(ITS
!Acme IBu Il Jer es
interior r L)esI `I
z
i ands 'pe Architecture
p t
cr i.'V r: l 115': EI ic': eeri. q
fi
SHEET TITLE:
)PAWING TILES:
SHEET NO.:
I11110
RIGHTED BY TH =E SCHNEIDER CORE
DRAWN BY:
o.
RAJ .f Yip T AIL