HomeMy WebLinkAbout03100016 Tom Wood Subaru Construction Drawings pg. 06EXISITING
PAVEMENT
e
1' -0" MIN. w
BOTH SIDES
OF TRENCH
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.
ROAD
SCALE: 3/4 =1'-0'
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T, C.
...........max
PAVED AREA INLET
1
-4 0rilw, I r
4" MIN. i 1 114 ;1 1 1-
BOLLARD DETAIL
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22 "x 22"
PRECAST CONC. BOX
SAW CUT FOR
CLEAN BREAK
CUT PATCH DETAIL
I
ROUNDED CONCRETE CAP
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6" DIAMETER STEEL PIPE
FILLED WITH CONCRETE
7 YELLOW PAINT IN ACCORDANCE
WITH INDOT 909.04
3" OF TOPSOIL COVER OVER CONC.
FOOTING IN GRASS AREAS
FINISHED PAVEMENT GRADE
FLOWABLE FILL TO BE PLACED
ENTIRE TRENCH TO BOTTOM OF
CONCRETE ELEVATION
STORM INLET
NEENAH CASTING
NO. R -3405 OR APPROVED EQUAL
r ASPHALT
18" DIAMETER, 2500 PSI CONCRETE FOOTING
1.5" H.A.C. SURFACE
12" THICK PLAIN CONCRETE
TO BE FINISHED 1.5" BELOW
THE EXISTING PAVEMENT
P0
VAR PIPE SIZE
18" MAX
GRADE
NO SCALE
1 111E111-
Wil, 41:09:2
r11. Yr
N
r l r
NOT TO SCALE
MULTI -USE ASPHALT PATH DETAIL
ANEW
NOT TO SCALE
MET TYPE A
UNDERCUT AND USE 6" OF #4
STONE IF WET GROUND
CONDITIONS ARE ENCOUNTERED.
STORM PIPE DETAIL
110# /SYD. BITUM. SURFACE
No. #11, LV
220# /SYD. BITUM. BINDER
No. 8, LV
PAVEMENT DETAIL
EARTH BACKFILL SHALL
BE FREE FROM SOLID
OBJECTS GREATER THAN
4" IN CIRCUMFERENCE.
CHAIR BACK CURB INLET
1117-11r
1 1
NOTE:
1. IN ACCORDANCE WITH INDIANA STATE HIGHWAY SPECEICATIONS.
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH 4000 P.S.I.
3. INDOT DIMENSIONS. OTHER DIMENSIONS AVAILABLE.
4. PRECAST ADJUSTING SECTIONS AVAILABLE.
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.
5" COMPACTED AGGREGATE BASE,
TYPE 0, SIZE #53
COMPACTED SUBGRADE
WEARING COURSE #11 SURFACE
BINDER COURSE #9 BINDER
CHOKE LAYER #73 DUSTY
CRUSHED STONE BASE #53
COMPACTED SUBGRADE
NEENAH TYPE CASTING
NO. R- 3286 -8V
VAR. PIPE SIZE
(15" MAX.)
PAVEMENT
GRANULAR
BACKFILL
CONCRETE
3000 PSI 6"
2 "r
x
M
192_1
12" MIN. Y
NO SCALE
4" MIN. GRANULAR
FILL.
NOT TO SCALE
NOT TO SCALE
1/2"r
NO SCALE
,4.1/.a..
WORK SUFFICIENT MATERIAL UNDER SPRING
LINE TO PROVIDE ADEQUATE 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)
CONC. PAVEMENT DETAIL
EXPANSION JOINT DETAIL
SLOPE 1 /4" 12"
VERIFY SEE SITE PLAN
W.W. MESH.
'N 4" CONC. SIDEWALK W /6X6 10/10
N 4" MIN. GRANULAR FILL
CONCRETE SIDEWALK
3" OF TOP SOIL
EXISTING
GROUND
11 —I 11 -11 I -I 1
D /6(MIN)
D/8,4 "(MIN)
STRAIGHT CONCRETE CURB DETAIL
12" MINIMUM
CL. 1 MATERIAL (ASTM D -2321
74. SEC. 6.1.1) #4 STONE COMP.
IN ACCORDANCE WITH ASTM D-
2321 SEC. 9.1.1
PER ASTM D- 2321 -74
7 6" CONCRETE PAVEMENT
W/ 6 X 6 6/6 W.W.MESH
PROVIDE SAW CUT
JOINTS MAX 10' -0"
ON CENTER
3" COMPACTED AGGREGATE
NO. 53 STONE
3"
2 COMPACTED AGGREGATE
NO S TONE
COMPACTED SUBGRADE
1 /2" PREMOLDED EXPANSION
JOINT MATERIAL
4" CONC. SIDEWALK. PROVIDE
EXPANSION JOINTS EVERY 20'
ALONG SIDEWALK AND TOOLED
JOINTS EVERY 5'
BRUSHED FINISH SURFACE
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12/29/03
No.
4" FLAT -TOP W/ 9" 0 HOLE
w
m
T.C.
WALK AREA INLET
18" R
2
ENLARGED
HANDICAP PARKING
SYMBOL DETAIL
NO SCALE
FINISH GRADE
APPROX 90'
ON PAVED AREAS)
HEAVY DUTY LAYPHOLE
CASTING W/ San LID.
NEENAH R- 1974 -A OR
APPROVED EQUAL
CONCRETE COLLAR
TO BE USED IN
PAVED AREAS ONLY
6"
SECTION A —A
ELEVATION
NO SCALE
Added Details per CED
PRECAST CONCRETE
WHEELSTOP
"B" BORROW
NOTE: ALL STRIPES TO
BE 4" PAINTED WHITE
CLEANOUT PLUG
6
SPRING LNE
OF PIPE
PLUG
SANITARY SEWER LATERAL
1' -6" FROM EDGE
OF PAVEMENT
ANCHOR X 24
BORE HOLE THROUGH
PAVEMENT
2"
EIJW 2840 CASTING
8 "PVC
GROUT INTO PLACE
MK& MAW DUAL
UI
NO SCALE
6" PPE
GROUT
2 0 REINF. BARS
LONG RADIUS
3/4" HOLES FOR
STEEL ANCHOR ROD
CONC. WALK
COAL DETAILS
7 VAR PIPE SIZE
18" MAX
PAVEMENT
TOM WOOD SUBARU
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MFH AES
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.
V VARIABLE SEE ARCH. PLANS
3000 PSI (MIN.)
4" GRANULAR
BACKFILL (SAND)
COMPACTED
SUBGRADE
1 \2" PREFORMED JOINT
FILLER
Approved By
AES
SANITARY SEWER TRENCH DETAIL
1/4° PER FOOT
SCORE 1/2"
INTEGRAL CURB AND WALK
qV
4111911111.
0 0 O :0
-0: 0
L. O•
1 0. 0 00. 0 0
N 1 1VARABLE
SEWER AS
PER PLAN
D/4 OR 6' MIN,
PIPE SZE A B
UPTO33 D +16 D +12
36" AND GREATER D 24" D 12
Z
2
MAX. WIDTH A
MIN. WIDTH B
(2' -6" MIN.)
It
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0.0
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p 0 0 p 0
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N; (MIN
PIPE UNDERDRAIN
6"
2” R
4' -0" MIN.
GRANULAR
BACKFILL
PAVEMENT
6X6 10X10 WWF (WELDED WIRE FABRIC)
CURB WALK DETAIL
falcon
ENGINEERING, INC.
13110 Promise Road, Noblesville, IN 46060
Phone: (317) 841 -3141 Fax: (317) 841 -9951
PAVEMENT
COMPACTED #8 CRUSHED
STONE
1
Job
Scale
7 STONE
COMPACTED SUBGRADE
EXISTING GROUND
GRANULAR BACKFILL
3:1 MAX. SLOPE
X
Date October 13, 2003
03 -15
1" 20'
Sheet No. 6 OF 10