HomeMy WebLinkAbout0045.95.4V HOT ASPHALTIC GONG.
SURFACE COURSE
2' HOT ASPHALTIC CONC.
BINDER COURSE
.-- TACK COAT
7
b' No. 53 STONE BASE
/ � \/ COMPACTED, WELL DRAINED
/ \\ \ \ \.�\ SUBGRADE
\ r .
ICsp7' DUTY ASPHALT PAVEMENT SECTION �
NOT TO SCALE
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EROSION CONTROL BLANKET REQUIRED 0
PRIOR TO SEEDING SWALE 0 x
vE
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4
I /i . \ \� / \\
Z .. .
1' -0' MIN.
SWALE CROSS SECTION
SCALE: 112' 1'7
08 WASHED GRAVEL
OR APPROVED EQUIV.
SHAPED BOTOM OR 4' Or-
08 WASHED GRAVEL UNDER-
NEATH TILE
SIDE SLOPES I (TYPICAL)
EROSION CONTROL
BLANKET REQUIRED
4.01 -1 ON ALL SIDE SLOPES
b' RIP -RAP
DETENTION POND PA
SCALE: 112' = I' -0'
INVERT
WELL COMPAG.. J
SOIL
REPLACE EXCAVATED
MATERIAL
LIGHTLY COMPACTED FILL
SAND BACKFILL
b' MIN. BEDDING OF
COMPACTED FILL SAND
BELOW PIPE
TTORNt 4 SANITARY SEWER PIPE BEDDING
;ALE: 1/2'
JOINT SEALANT
REINFORCING —� \ I14'
MESN 0
3
SP3
SP3
'.X x x O
X X _ d
_ W
NOTE: THIS JOINT TO BE
SPACED AT A MAXIMUM OF
CONTROL JOINT OETAIL I5' -0' GRID
SCALE: 1112@ = 1' -0'
SPI
OI o 0 0 0 0
(3) STAKES PER BALE
►�i
O °
O O
DRAINAGE O
STRUCTURE ° O O ° O °
O O O O
TYP. STRAW BALE
PLAN VIEW
t. o�r-A� 7• .. 7• IIYX]nFN 4TAKP
ELEVATION
NOTE: USE AT ALL EXISTING INLETS AND AT ALL OTHER INLETS AS NEEDED
DURING CONSTRUCTION.
STRAW SALE SEDIMENT TRAP
NOT TO SCALE
CRUE
5T0^
EXTRUDED CONCRETE
CURB
APPROPRIATE DEPENDE
(DEPENDENT ON
��j \ /�j
LOCATION) .
COMPACTED
SUBGRADE
CONCRSTE CURB PE AIL im
6
SP3
CONCRETE PAD DETAIL
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NOT-TO SCALE
BIT. PAVEMENT - SEE SITE PLAN
REACTION PAD
MINIMUM SLOPE ly FROM
BACK TO FRONT
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m
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bxb -b /6 W.W.F.
03 BARS 0 12' EACH WAY,
3' MIN. COVER BOTTOM,
2' MIN. COVER TOP
(2) % BARS V -b' LONG 3' O.G.
DUMPSTER PAD SHALL BE 10' -0' WIDE WITH b' PRIVACY FENCE AS SHOWN ON SHT. SPI.
DUh?PST ER PAO DETAIL
SCALE: 114'
ALL SILT FENCES ARE
TO BE PLACED AT TOE
OF SLOPE 4 PERIMETER -7
OF GRADING AREA 1
EXCAVATE 4' x 4' Z
TRENCH UPSLOPE
ALONG POSTS
FENCE POSTS
ATTACH FILTER FABRIC
TO WIRE FENCE 4 EXTEND
IT INTO TRENCH
STAPLE WIRE FENCING
TO FENCE POSTS
(BACKFILL 4 COMPACT
EXCAVATED SOIL
GRADE INTO TRENCH)
i
NOTES:
I. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
SILT �'NC� D�T�IL 9
NOT TO SCALE SP3
NOT TO SCALE
NOT To SCALE
• �tiiT�tii � tiiT� � � ►
ompacted Earth
6" or Larger
Rock Riprap
SPI
SECTION AA
1/32 TAPER PER I ,
WCH PER SIDE.
HORIZONTAL FLARE
'2'r
WALL I ` E WALL
VERTICAL FLARE
SECTION BB
01A WALL I G or T JWT. SEC! A I C
C 0
0 1 E J
3
I SKIRT
12 12 1 1 2 1 530 4 124 4
48 7/8 1
172 7 8 1 24 1
SKA
101/16 19 3
31/21
' i
s
�A
B--� -
D
3
<I C
3
1
o
a
T �
I G or T
(GReoVE- OUTLET ENO)
(TONGUE -INLET ENO)
SECTION AA
1/32 TAPER PER I ,
WCH PER SIDE.
HORIZONTAL FLARE
'2'r
WALL I ` E WALL
VERTICAL FLARE
SECTION BB
01A WALL I G or T JWT. SEC! A I C
C 0
0 1 E J
JOLkA R -1 I R -2 I
I SKIRT
12 12 1 1 2 1 530 4 124 4
48 7/8 1
172 7 8 1 24 1
13 1
101/16 19 3
31/21
CONCRETE ENO - SECT'ION
NOT TO SCALE
Cross- Section
01
1 TOP OF EMg,NKMEJJT
ELEV.
\ E
SANK /G
/
ELEV.
:Et- --� -
E1" Ef;rjENC1' SP11.1.W *r DETAIL
DETENTION POND WA
ELEV.
NOT TO SCALE
PROVIDE TRANSITION BETWEEN STABILIZED
CONSTRUCTION ENTRANCE AND
EXISTING ROADWAY
50' MIN.
EXISTING ROADWAY Z
(ASPHALT)
�\
SP3
SP3
NOTES:
I. I' - 2 I/2' CRUSHED STONE, NOT LESS THAN FULL WIDTH OF INGRESS AND EGRESS.
2. WHEN NECESSARY, WHEELS SHALL BE GLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC
RIGHT -OF -WAY. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO
AN APPROVED SEDIMENT TRAP.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO EXISTING ROADWAY. ALL SEDIMENT SPILLED, TRACKED, OR DROPPED ONTO PUBLIC RIGHT -
OF -WAY MUST BE REMOVED IMMEDIATELY.
s-rAvL 1zEo CONSTRUCTION EX1 T r14
NOT To SCALE �F'
4' (TYPICAL) 1
8' (TYPICAL)
4
4 L
CONCRETE SPILLWAY
TAPERED FROM 4' -0'
AT EDGE OF PAVEMENT
TO 2' -0' AT TOP OF RIP -RAP
f OF SCALE
b' DUMPED RIP RAP ON SLOPES SEE GRADING PLAN FOR
EDGE OF PAVEMENT
ELEVATION
EROSION CONTROL BLANKET REQUIRED
UNDERNEATH RIP RAP
NOTE: RIP -RAP SHALL BE A MINIMUM OF 4' -0' WIDE AND EXTEND 8' -0' DOWN SCALE FROM SPILLWAY
SPILLWAY DETAIL 15
SCALE: 1/2' ■ 1' -0' SP3
T ON "'' ,P•,,
ME-
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N0.
0
S0263
STATE OF
SUu
PFA L NO 940-024
DRAWN 9Yl A1.D
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(317) 844-W71
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T� ARCI�ECT'
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MacDougall
GOoc�r�cc�
VVM1 MTM Nc.
600 W. CarmN Drwe
CarmK hdwa
(317) 844-W71
Fu (317) M4-M"
T� ARCI�ECT'
821 BROAD FrFLE AVE NDWA 40M
PHOW $� FAX 13M 255-3a5
S EE NO.
ISW [P