HomeMy WebLinkAbout1648H Detail SheetW
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►0
F("; -
:D C '> LINED
FORMED GRASS LINED
TREATED LANDSCAPE TIMBER
14.0 2" OF 3/4" GRAVEL `�
SIDE DRIVE
SWALES ON EA. SIDE DRIVE
BLUE STONE
PLACE AS SHOWN ON PLAN VIEW
4.0'
2121
6"
4%
%
in
0O
,< �\
6"SCH80 EQUALIZER PIPE— INVERT LEVEL AT 12.5
ELECTRIC
BLUE STONE
CUT END AT ANGLE TO MATCH SLOPE
CABLE
PHONE
0 0 0 0 0
12" OF PROCESSED GRAVEL
0 WATER
CONDUIT— 30" MIN. BURIAL
MAIN
24" PROCESSED GRAVEL BASE
3/4" DENSE GRADED (3/4 PROCESS)
FOR FIRST 75'. THEN 12 PROCESSED THICKNESS.
COMPACT WITH VIBRATORY ROLLER
NOTE: PROCESSED GRAVEL TO BE
IN '
ENTI� �N
C
E
S ECTI O N VI AND COMPACTED TO 95% OF THE
THE MODIFIED PROCTOR TEST (AS �
d D, S DETERMINED BY
a7 i 0)
`d
SCALE 1"
PROCESSED GRAVEL TO MEET MDPT.
..C. M1.03. BETTER.
SCALE: 1/4" = 1'-0"
►0
C
GRAVEL ROAD
SURFACE
C CROWN 4% TO
DRAIN TO SHOULDERS
c A
V-- NO CH CHECK DAM PLAIMI VIEW
SCALE 1"
DATE: 4/23/05 DATE: 4/23/05
ENGINEER: DANIEL A. OJALA,SE ENGINEER: DANIEL A. OJALA PLS, EIT, SE
0" EL 13.0 0" EL 16.8
A, AP
SANDY SANDY
LOAM LOAM
10YR3/2 10YR3/2
8" 10"
i
B B
SANDY I SANDY
LOAM LOAM.
2.5Y6/6 2.5Y6/6
SOIL MOIST
AT BOTTOM
32" EL 10.33 36"
EL 13.8
TH3
DATE: 4/23/05
ENGINEER: DANIEL A. OJALA PLS, EIT, SE
0" EL 30.3
AP
LOAMY
SAND
10YR3/2
10"
LQAMY TEST_ HOLE LOGS
SAND
10YR6/8
36" EL 27.3
0
SAVE AS MANY TREES
AS FEASIBLE WITHIN
THE ROAD LAYOUT
V—NOTCH CHECKS TO BE PLACED
IN AREAS WHERE LARGE TREES ABSENT.
18"-24" 2" OF 3/4" GRAVEL
BLUE STONE
z
M1
SPREAD 4" QUALITY SCREENED LOAM 1 2 2 1
& HYDROSEED & JUTE NETTING
12" OF PROCESSED GRAVEL
MDPW SPEC. M1.03.1
v o 0
STAPLE JUTE NETTING
TO SURFACE OF SWALE & HYDROSEED
NOTE: SWALE TRANSITIONS TO WIDER
AND DEEPER SECTION AT V—NOTCH CHECKS
TYP I CAL S ALE S ECTI O N
SCALE: 1"
ETAIL SHEET TO ACCOMPANY
F�M%.JIFILE rron"LAINk' FOR%
VE Izz)OL-1
DEFINE I I
"AVBION
v 15-aff la
vm%Lla--,%N (C)OFF L/ -'%ND
IN
YAPRMOUTH ®
PREPARED FOR
LjAVfl0*"k Lj
SWIFT
DATE: MAY 3, 2005
REVISED: JULY 5, 2005
Scale:1 "= 40'
0 20 40 60 80 100 FEET
off 508-362-•4541
fax 508-362-9880
OF
ARNEH..... ANE down cape englneenng, Inc.
8 CIVIL �y 0 OJALA tA a
a.30792 NO.26s48%4 CIVIL ENGINEERS
�eq °�sa�� c� LAND SURVEYORS
S1ONA N� SURVEY
939 main st. yarmouthport, ma 02675
Poor
ARNE H. OJALA, P.L.S , P.E.
05-003 SWIFT.DWG
8"x8" x 4' LONG CCA PRESSURE
TREATED LANDSCAPE TIMBER
JUTE NETTING
WITH V—NOTCH WEIR CHECK DAM.
PLACE AS SHOWN ON PLAN VIEW
4.0'
6"
4%
%
2" OF 3/4" GRAVEL
,< �\
BLUE STONE
0 0 0 0 0
12" OF PROCESSED GRAVEL
MDPW SPEC. M1.03.1
8 S.F. MINIMUM OF
6" TRAP ROCK
LEVEL SPREADER BEYOND
(ON DOWNHILL SIDE OF CHECK)
�9 �1®TCS 1 CC�
DAMSECTION
V1
W /"�_� •
SCALE 1"
C
GRAVEL ROAD
SURFACE
C CROWN 4% TO
DRAIN TO SHOULDERS
c A
V-- NO CH CHECK DAM PLAIMI VIEW
SCALE 1"
DATE: 4/23/05 DATE: 4/23/05
ENGINEER: DANIEL A. OJALA,SE ENGINEER: DANIEL A. OJALA PLS, EIT, SE
0" EL 13.0 0" EL 16.8
A, AP
SANDY SANDY
LOAM LOAM
10YR3/2 10YR3/2
8" 10"
i
B B
SANDY I SANDY
LOAM LOAM.
2.5Y6/6 2.5Y6/6
SOIL MOIST
AT BOTTOM
32" EL 10.33 36"
EL 13.8
TH3
DATE: 4/23/05
ENGINEER: DANIEL A. OJALA PLS, EIT, SE
0" EL 30.3
AP
LOAMY
SAND
10YR3/2
10"
LQAMY TEST_ HOLE LOGS
SAND
10YR6/8
36" EL 27.3
0
SAVE AS MANY TREES
AS FEASIBLE WITHIN
THE ROAD LAYOUT
V—NOTCH CHECKS TO BE PLACED
IN AREAS WHERE LARGE TREES ABSENT.
18"-24" 2" OF 3/4" GRAVEL
BLUE STONE
z
M1
SPREAD 4" QUALITY SCREENED LOAM 1 2 2 1
& HYDROSEED & JUTE NETTING
12" OF PROCESSED GRAVEL
MDPW SPEC. M1.03.1
v o 0
STAPLE JUTE NETTING
TO SURFACE OF SWALE & HYDROSEED
NOTE: SWALE TRANSITIONS TO WIDER
AND DEEPER SECTION AT V—NOTCH CHECKS
TYP I CAL S ALE S ECTI O N
SCALE: 1"
ETAIL SHEET TO ACCOMPANY
F�M%.JIFILE rron"LAINk' FOR%
VE Izz)OL-1
DEFINE I I
"AVBION
v 15-aff la
vm%Lla--,%N (C)OFF L/ -'%ND
IN
YAPRMOUTH ®
PREPARED FOR
LjAVfl0*"k Lj
SWIFT
DATE: MAY 3, 2005
REVISED: JULY 5, 2005
Scale:1 "= 40'
0 20 40 60 80 100 FEET
off 508-362-•4541
fax 508-362-9880
OF
ARNEH..... ANE down cape englneenng, Inc.
8 CIVIL �y 0 OJALA tA a
a.30792 NO.26s48%4 CIVIL ENGINEERS
�eq °�sa�� c� LAND SURVEYORS
S1ONA N� SURVEY
939 main st. yarmouthport, ma 02675
Poor
ARNE H. OJALA, P.L.S , P.E.
05-003 SWIFT.DWG