HomeMy WebLinkAbout05-003 Swift Erosion Control rev 12-27-16MAP 121 PARCEL 66
MARY A CZAJKOWSKI
DB 29260 PG 287
WASHED STONE CONSTRUCTION Af
1.5" WASHED STONE 12" THICK, M
DURING CONSTRUCTION, SWEEP S1
co
EXISTING CULVERT-,
BVW 3
MAP 22 PARCEL 3 Fa''
TOWN F YARMOUTH
DB 12' 3 PG 214
DN
NTAIN
=ET AS REQUI ED.
\ SILT FENCE AROUN
ENTRY POINT DURING CC
\ EOp, 70
REMOVE
BOULDER
I
691SCH8 •'•�
EQUALIZER
PIPE- INVERT
LEVEL AT 11.5 /\
SILT FENCES /
MAP 122 PARCEL 25
WILLIAM J B D TR
DB 23344 PG 16
DCE #05-003
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CHECK
•� AM NP.
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z
J
0
J
.TYPICAL SECTION TH R U ROAD
SCALE: 1/4" = V-0"
NOTES
O
trC 1. DATUM IS NAVD88 (NOTE PRIMARY PLANS ON NGVD29)
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
BENCHMARK:
'-12' WIDE CBDH ELEVATION
PERVIOUS =13.6 NAVD88
GRAVEL o
SURFACE
EXISTING �••.�
DRIVEWAY
EROSION CONTROL
AND NORTH DETAIL
PLAN OF LAND
LOCATED AT
4. SEE APPROVED PROFILE PLANS FOR CHECK DAM
DETAILS INCLUDING APRONS AND PLACEMENT OUTSIDE
THE 100' BUFFER ZONE, AND OTHER CONSTRUCTION #63 THACHER SHORE ROAD
DETAILS
GRADING. BETWEEN
, THIS PLAN READS ONE FOOT LOWER.
PLANYARMOUTH PORT, MA
PREPARED FOR
MAP 122 PARCEL 23
YARMOUTH
__�V-NOTCH CONSERVATION TRUST
CHECK
DAM TYP.
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
it --7-1e
DATE
DANIEL A. OJALA, P.L.S.
DAVID SWIFT
DECEMBER 16, 2016
REVISED: 12-27-16
off 508-362-4541
I fax 508-362-9880
downcope.com
down cape 60INPering,18C.
49
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
05-003 SWIFT.dwg
w
z
w
z
_Z
J
w
12'
F
o
FORMED GRASS
LINED 2" OF 3/4" GRAVE
SWi LES ON EA.
SIDE DRIVE BLUE STONE
A
4% 4% 2
0
0
ELECTRIC
GAS
12" PROCESSED GRAVEL BASE CABLE
24" DN.
3/4" DENSE GRADED (3/4 PROCESS) PHONE
COMPACT WITH VIBRATORY ROLLER CONDUIT
p'
NOTE: PROCESSED GRAVEL TO BE PLACED
IN 6" LIFTS,
WATER
AND COMPACTED TO 95% OF THE MAXIMUM
DENSITY AS DETERMINED BY
MAIN
THE MODIFIED PROCTOR TEST (ASTM D-1557 METHOD D)
PROCESSED GRAVEL TO MEET MDPW SPEC.
M1.03.1 OR BETTER.
.TYPICAL SECTION TH R U ROAD
SCALE: 1/4" = V-0"
NOTES
O
trC 1. DATUM IS NAVD88 (NOTE PRIMARY PLANS ON NGVD29)
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
BENCHMARK:
'-12' WIDE CBDH ELEVATION
PERVIOUS =13.6 NAVD88
GRAVEL o
SURFACE
EXISTING �••.�
DRIVEWAY
EROSION CONTROL
AND NORTH DETAIL
PLAN OF LAND
LOCATED AT
4. SEE APPROVED PROFILE PLANS FOR CHECK DAM
DETAILS INCLUDING APRONS AND PLACEMENT OUTSIDE
THE 100' BUFFER ZONE, AND OTHER CONSTRUCTION #63 THACHER SHORE ROAD
DETAILS
GRADING. BETWEEN
, THIS PLAN READS ONE FOOT LOWER.
PLANYARMOUTH PORT, MA
PREPARED FOR
MAP 122 PARCEL 23
YARMOUTH
__�V-NOTCH CONSERVATION TRUST
CHECK
DAM TYP.
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
it --7-1e
DATE
DANIEL A. OJALA, P.L.S.
DAVID SWIFT
DECEMBER 16, 2016
REVISED: 12-27-16
off 508-362-4541
I fax 508-362-9880
downcope.com
down cape 60INPering,18C.
49
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
05-003 SWIFT.dwg