HomeMy WebLinkAboutV-3-03 SP-5 Site & Drainage DetailsNOT TO SCALE
co l
A
_2_
1
i S0T ASPHALTIC CONC
SURFACE COURSE ♦•-i
TAC COAT
3" NOT ASPHALTIC CONC
BINDER COURSE
4" No 53 COMPACTED STONE
4" No 2 COMPACTED STONE
COMPACTED WELL DRAINED
SUBGRADE
NOT 7C SCALE
.4 SCALE 1/4 1'-0"
�c1N� SEA4L4NT
RE /NFORC ING
I"1E5N
SCALE 1 1/2" 1 -O'
X
PR v4CY FENCE WITH GATE-
X
4. 14
EIT PAVEMENT SEE SITE FLAN
10 -(b"
REACTION PAD
1'
SECTION ,A
PUtSTE AD PETAIL.
i/
CONTROL JOINT DETAIL
;r
c
7, N
1' A
J r 1
LIG!4T DUTY ASPHALT AVEt'1ENT $ECTION
HEAVY DUTY AI4AL T PAVEMENT SECTION
C4
x
x
x
x
X
x
x
x
PLAN V[ W
X0 1
x WWF
*3 BARS e 12" EACH WAY
3° MIN COVER BOTTOM
2" MIN COVER TOP
2' EARS 9'- eo' LONG e3
X
I HOT ASPHALTIC CONC
SURFACE COURSE
TAC COAT
6' No 53 STONE EASE
2' HOT ASPHALTIC CONC
ENDER COURSE
COMPACTED WELL DRAINED
SUBGRADE
NOTE. TNIS JOINT TO 8E
SPACED AT 4 MAXIMUM OF
15 -0 "GRID
MINIMUM SLOPE 1 PROM
BACK TO FRONT
C)
111
N^T 7C SCALE
SC
SCAL 1/2"
CRUST --TED
STONE
NCY TC SCALE
dia
CONC.ETE I E
TRENC4 DETAIL
a"
DRAINAGE
STRUCTURE
O O O
PLAN VIEW
TY FICAL 2' 2' WOODEN STAKE
ELEVATION
NOTE USE AT AL. EXISTING INLETS AND AT ALL OTHER INLETS AS NEEDED
.DURING CONSTRUCT CN
TR4W BALE EP ThIENT TRAP
NOTE
■44.
+N. /*Ek`v"
CONCRETE PAD PETAIL
EROSION CONTROL BLANKET REQU'RED
PRIOR TO SEEDING SWALE iT
4 1 `1,4X
MINIMUM OF tc TOPSOIL 0 /ER EXCA /ATiON
TO ENSURE GROUND-CC/ER GROWTH
IF REQUIRED
1' -0" MIN
SWALE GROSS SECTION
STAW BALES SHALL BE INSTALLED WHEN
THE CATCH BASIN IS INSTALLED
AND SHALL REMAIN UNTIL. PERMAN—
ENT SURFACE IS INSTALLED.
CONTRACTOR SHALL INSPECT DAMS DAILY
TO INSURE SEDIMENT IS NOT ENTERING
STORM STRUCTURES, WATERWAYS, OR SEWERS.
1-1P STRAW BALE
'B' BORROW OR EQUAL
GRANULAR MATER' AL
COMPACTED TO 95
STANDARD PROCTOR
DENSITY
ALL BEDDING 4 INITIAL BACKF'LL
S+ EE INSTALLED IN 6"
BALANCED LIFTS
N MUM 9' OF CLE ARANCE
s-__ BE PRO ✓IDED CN EACH
SIDE OF THE INSTALLED PIPE
L// 5` OF PA ✓EI"lElNT
3 STAKES PER BALE
W54 /W54WW=
r
2 BARS CONT i/
WELL C01' OTE�... SC
*s WASHED f RA /EL
OR APPROVED EQU I
S1 -4APED BOTTOM OR 4" OF
*a WASHED GRAVEL UNDER-
NEATH TILE
PROVIDE UNDERDRAIN IN AL_L
LOCATIONS WHERE SWALE HAS
A SLOPE LESS THAN 10
1 11
\v/
HPPROPRIATE FILL'
(DEPENDENT ON v \A�\
LOCATION)
NO DETAIL
NC' 'C SC4,_E
4"
AGGREGATE BACKFILL
4" PERFORATED CORRUGATED
P V.0 (ASTM F 405
NC TC SCA- E
nl
24"
r 2' R
J R.
13 1/2'
CONCRETE CURB DETAIL.
T OO XX/ XX'
INS✓ XXX XX
STORM INLET SEDIMENT TRAP
NOTE
SEDIMENT TRAP SHALL EE CLEANED
OUT WHEN MATERIA.. IS 1 2" DEEP
TRAP SHALL BE INSTALLED WHEN
THE CATCH BASIN IS INSTALLED
AND SHALL REMAIN UNTIL PERMAN-
ENT SURFACE IS INSTALLED
PAVEMENT
S COMPACTED D
PIPE GRADE SHALL MATCH
PAVEMENT GRADE 4 DISCHARGE
INTO CURB INLET
f
IL
TYPE C OPEN GATE
o
TENCI-I P.AIN (NEENAH R- 4990-ox FRAME W/ COVER) r�
NOT TO scQLF
2.1 SLOPE
OR LESS
ON ALL SIDES
2
NOT TO SCALE
ALL SILT FENCES ARE
TO BE PLACED AT TOE
OF SLOPE PERIMETER
OF GRADING AREA
EXCAVATE 4" x 4"
TRENCH UPSLOPE
ALONG POSTS
GRADE
\v v V v
V A
j
NOTES.
1 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 FENCE DETAIL
NOT TO SCALE
20'
SLOPE DETA
,v
CATCH SA$!N
CROSS SECTION
f
d
11
0
32"
22"
c_>
-9—
SL.T FENCE SHALL BE INSTALLED BEFORE
EARTH MOVING AC•TMT ES TAKE PLACE
AND SHALL RIEMAN Lint PERMAN
FENCE POSTS BIT SEEDING HAS TAKEN HOLD..
CONTRACTOR SHALL INSPECT FENCES DAILY
TO INSURE SEDIM1311T E NOT ENTERING
WATERWAYS OR SEWERS.
STAPLE WIRE FENCING
TO FENCE POSTS
(BACK FILL 4 COMPACT
EXCAVATED SOIL
INTO TRENCH)
1,0 SLOPE
ATTACH FILTER FABRIC
TO WIRE FENCE 4 EXTEND
IT INTO TRENCH
CONCRETE WALL t
0
11
0
12'R.C.P 0.4
*4 REBAR EACH WAY 12" 0C.
3/16" NOMINAL ANNULAR SPACE
FRAME
*�f REBAR EACH WAY 12" 0.0
T. 0 0 NEENAH IRON GUTTER
INLET FRAME AND GATE
TYPE R 3I50
v
NOTE: USE INDEPENDENT CONCRETE PIPE CORP. INLET TYPE A OR EQUAL.
INVERT R. C. P.
*3 BARS 12" O.G. EACH WAY
6" CONCRETE WALL
DATE
11/06/02
FOR
TAC FEVEW
C
KEELER-WEBB
ASSOCIATES
Consulting Engineers
Planners
Surveyors
486 CRADLE DRIVE
CARMEL, INDIANA 46032
TELEPHONE (317) 574-0140
E —mail: infoOkeelerwebb.com