HomeMy WebLinkAboutpg. 07 DetailsPIPE SIZE
A
B
UP TO 33"
D 18"
D 12"
38' AND GREATER
D 24
D 12"
EXISITING
PAVEMENT
1' -0" MIN.
BOTH SIDES
OF TRENCH
GRANULAR
BACKFILL
N)
CONCRETE
3000 PSI
2"r
12" MIN. -1
0.50'
SCALE: 3/4" '1' -0"
L 4 I1 11 111 1 �,III:
MIN.
BOLLARD DETAIL
SAW CUT FOR
CLEAN BREAK
-4
a• Q
0.50
4-- 6
1
A
4
NOTE
1. NEW SURFACE IS TO BE SLOPED AT THE
SAME RATE AS THE EXISTING SURFACE.
2. EXISTING PAVEMENT IS TO BE SAW CUT FOR
A CLEAN BREAK.
3. TRENCH SPOIL IS TO BE REMOVED FROM SITE.
4. 1.5" H.A.C. #11 SURFACE.
5. BITUMINOUS TACK APPLIED AS PER "INDIANA
DEPT. OF HIGHWAYS STANDARD SPECIFICATION
409 902.
6. ALL LANE MARKINGS. STRIPING. STOP BARS,
ETC. DISTURBED OR REMOVED DURING
EXCAVATION ACTIVITIES. SHALL BE RETURNED TO
THEIR ORIGINAL CONDITION.
7. PLAIN CONCRETE IS TO BE FINISHED 1.5"
BELOW THE EXISTING PAVEMENT.
8. CUT SHALL BE STEEL PLATED DURING
CONCRETE CURE TIME AND UNTIL ASPHALT IS
APPLIED.
VARIABLE
2.50' TO 4.00' 0.67
SEE NOTE 3
INLET TYPE M
ROUNDED CONCRETE CAP
o
A
4 •A
�r� 1
3" OF TOP SOIL
EXISTING
GROUND
1
CONC. CURB EXPANSION
JOINTS 20' O.C.
DIA.
6" DIAMETER STEEL PIPE
FILLED WITH CONCRETE
YELLOW PAINT IN ACCORDANCE
WITH INDOT 909.04
3" OF TOPSOIL COVER OVER CONC.
FOOTING IN GRASS AREAS
FINISHED PAVEMENT GRADE
18" DIAMETER, 2500 PSI CONCRETE FOOTING
15" H.A.C. SURFACE
1
NOTE:
1. IN ACCORDANCE WITH INDIANA STATE HIGHWAY SPECIFICATIONS.
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH 4000 P.S.I.
3. INDOT DIMENSIONS. OTHER DIMENSIONS AVAILABLE.
4. PRECAST ADJUSTING SECTIONS AVAILABLE.
l y
i l r�J
3
t
ROAD CUT PATCH DETAIL
STRAIGHT CONCRETE CURB DETAIL
12" THICK PLAIN CONCRETE
TO BE FINISHED 1.5" BELOW
THE EXISTING PAVEMENT
..ter
FLOWABLE FILL TO BE PLACED
ENTIRE TRENCH TO BOTTOM OF
CONCRETE ELEVATION
e
s tn 1
MULTI -USE ASPHALT PATH DETAIL
NOT TO SCALE
irr
PAVEMENT DETAIL
NOT TO SCALE
GRADE
N
0.50'
2.50'
SEE NOTE 3
0.92'
0.50'
4.00'
STORM PIPE DETAIL
NO SCALE
0.67
INLET TYPE J
EARTH BACKFILL SHALL
BE FREE FROM SOLID
OBJECTS GREATER THAN
4" IN CIRCUMFERENCE.
2.75'
NOTE:
1. IN ACCORDANCE WITH INDIANA STATE HIGHWAY SPECIFICATIONS.
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH 4000 P.S.I.
3. INDOT DIMENSIONS. OTHER DIMENSIONS AVAILABLE.
4. PRECAST ADJUSTING SECTIONS AVAILABLE.
NEENAH TYPE CASTING
NO. R -3264
CHAIR BACK CURB INLET
SUBSTITUTE #53
STONE IN LIEU OF
EARTH WHEN WITHIN
FIVE FEET OR UNDER
PAVEMENT.
STONE TO BE VIBRATORY
COMPACTED IN 8" LIFTRS
TO OBTAIN 95% STANDARD
PROCTOR.
UNDERCUT AND USE 6" OF #4
STONE IF WET GROUND
CONDITIONS ARE ENCOUNTERED.
f 1 10# /SYD. BITUM. SURFACE
No. #1 1 LV
220# /SYD. BITUM. BINDER
No. 8, LV
5" COMPACTED AGGREGATE BASE,
TYPE 0, SIZE #53
COMPACTED SUBGRADE
WEARING COURSE #1 1 SURFACE
BINDER COURSE #9 BINDER
CHOKE LAYER #73 DUSTY
CRUSHED STONE BASE #53
COMPACTED SUBGRADE
7 VAR. PIPE SIZE
(15" MAX.)
:11
NO SCALE
12" MINIMUM
D /6(MIN)
D/8,4 "(MIN)
1- 111- 111= 11
:(11 -11 HI I I III .I
WORK SUFFICIENT MATERIAL UNDER SPRING
LINE TO PROVIDE ADEOUATE SIDE SUPPORT.
TYPICAL BEDDING SECTION
FOR PVC SEWER LATERAL
ALSO APPLICABLE TO ABC TRUSS PIPE AND VITRIFIED
CLAY PIPE, CLASSES A,B, &C. (SPECIFICATION ASTM -12)
co
CONC. PAVEMENT DETAIL
NOT TO SCALE
f` 1
MIN. GRANULAR
FI LL.
NOT TO SCALE
EXPANSION JOINT DETAIL
SLOPE 1 /4" 12"
VERIFY SEE SITE PLAN
--r
N
1�'
CL 1 MATERIAL (ASTM D -2321-
74, SEC. 6.1.1) #4 STONE COMP.
IN ACCORDANCE WITH ASTM D-
2321-74 SEC. 9.1.1
PER ASTM D- 2321 -74
6" CONCRETE PAVEMENT
Ai/ 6X666W.W.MESH
PROVIDE SAW CUT
JOINTS MAX 10 -0
ON CENTER
1 /2" PREMOLDED EXPANSION
JOINT MATERIAL
4" CONC. SIDEWALK. PROVIDE
EXPANSION JOINTS EVERY 20'
ALONG SIDEWALK AND TOOLED
JOINTS EVERY 5'
BROOMED FINISH SURFACE
W.W. H.
4" CONC. SIDEWALK W /6X6 1 0/1 0
4" MIN. GRANULAR FILL
CONCRETE SIDEWALK
NO SCALE
3" COMPACTED AGGREGATE
NO. 53 STONE
3" COMPACTED AGGREGATE
NO. 2 STONE
COMPACTED SUBGRADE
No.
Date
3/31/04
Revision
Added Notes
2"
FINISH GRADE
APPROL 90'
Design By
MFH
PAVED AREA
HEAVY DUTY LAMPH01.E
CASTING W/ SOLID UD.
NEENAH R- 1974 -A OR
APPROVED EQUAL
6"
CONCRETE COLLAR
TO BE USED IN
PAVED AREAS MY
TYPICAL CLEANOUT DETAIL
WITH PLUG
p 4 ,-----ANCHOR (#5 X 24
BORE HOLE THROUGH
PAVEMENT
SECTION A-A
ELEVATION
SAMTARY SEWER LATERAL
NO SCALE
1' -6" FROM EDGE
OF PAVEMENT
PRECAST CONCRETE
WHEELSTOP
NO SCALE
CLEANOUT PLUG
6"
SPRING LINE
OF PIPE
PLUG
2"
Drawn By
MFH
6" PPE
LONG RADIUS
GROUT
2 -#3 REINF. BARS
hELR� HOLES FOR 880573
.-0'- STATE OF
,fe;; ...!tioihy■. s,
////////1111111 0\7\
PROVIDE EXPANSION JOINTS
EVERY 20' 0.C. AND TOOLED
JOINTS EVERY 5' O.C.
,t1)I111! 0000
e o\ k., SK oo
No.
Checked By
AES
4" GRANULAR
BACKFILL (SAND)
COMPACTED
SUBGRADE
05/12/04
City of Carmel,
DETAILS
NATIONAL CITY BANK WESTON PARK
Clay Township, Hamilton Count
Indiana
Approved By
AES
SCORE 1/2"
VARIABLE SEE ARCH. PLANS
SEWER AS
PER PLAN
0/4 OR 6" MIN --1
INSTALLATION REQUIRED:
50' FROM PAVED AREA INLET STRUCTURE
ALONG WITH EACH STREET CENTERLINE.
100' FROM CURB TURNOUTS
PIPE MATERIAL PER I.N.D.O.T. SPECIFICATIONS.
INTEGRAL CURB AND WALK
(2' -6" MIN.)
MAX. WIDTH A
SANITARY SEWER TRENCH DETAIL
0 o
0 0 O
O 0
0 0
0•o 0
0 0
O.0 0•o
0 O. 0 0
O .0 O. 0
0 0
0.0
0 0.0 0 0
O•o
0 00• 0 °0
0•0
0
0•0
0 0 0 0 0
0.0 O
o 0
0•
0 O o
o
0 0 o O
O .0 O•o
0 0 0• o °0•
O •o O►0 0
0 00 •0 00•
0•0
0
*0
0 00.000
0 0.0
.0
0 Q00
0 O
0
0 0
0
0.
411.0 v
0
0
0 0.0
00
MIN
GRANULAR
BACKFILL
falcon
ENGINEERING, INC.
13110 Promise Rood, Noblesville, IN 46060
Phone: (317) 841 -3141 Fax: (317) 841 -9951
MIN
6 X 6 10/10 W. W. MESH
#4 BAR CONTINUOUS
2" R
PAVEMENT
COMPACTED #8 CRUSHED
STONE
PAVEMENT
PIPE UNDERDRAIN
7 STONE
Date February 16, 2004
Job No.
135.0
Scale
1" 20'
Sheet No. OF 11