HomeMy WebLinkAbout83-1908 - Buffer Zone Restoration PlanNOTES:
1: SEE PLAN BOOK 197, PAGE 91, LOT 13
2: ELEVATIONS REFER TO AN ASSUMED
DATUM. THE WATER SURFACE OF PERCH
POND WAS ASSIGNED AN ELEVATION OF 19.
£xlspNc
04VLLING
£L S36 0 r FLOOR
Pn 0
4)o goo
on
4
t;
x
r
A��ble
RE -SUPPORT WALKWA Exrsnti,G PECK
FOR POST -SUPPORTED it•g
LANDINGS W/
POST -SUPPORTED STEPS r ^ W
— 30 \ Tqp OF SIOp - k32
�3-s -
... �'/ STOh'£ SLOPEVv,.,�C/ .
i
STEP_ ao�9 Q WAC�OSfOE -
AREA TO BE LEFT --y ., .,,\;. PGRASSED\ SAF L 7`5 F7 NrONE
ONLY
TO REGROW EXISTING T� F : .
D S<
SHRUB COVER
n,Y .Za^SiE�^tom Zip'
i
80p i
J' EW1
OF
?2.t • .. AREA TO BE PLANTED
AS PER PLAN NOTES
rmT
PAL, OI
B..x
1E
0 r No �1Xoo?rMQ WE .
4l N R0. AO P6A !]4QE IIS NAolm.
us r siod rar ix�os
YM'IIO PM
r,r wFs ui
� ./ rr w
sw w
SEC77ON PROFILE
STAIR DETAILS
NO SCALE
VTSTAIR AND LANDING NOTES
/E
1. THE PROPOSED STAIRWAYS AND LANDINGS SHALL BE CONSTRUCTED OF
STANDARD DIMENSIONED LUMBER AS INDICATED IN GENERAL ON THE
TYPICALDETAIL THE FRAME TMER STOCK SHALL BE OF A PRESSURE
TREATEE (ACQ OR APPROVED EQUAL) CONSTRUCTION GRADE FIR OR
YELLOW PINE. SUBSTL'TUTION OF COMPOSITE. MATERIALS FOR ANY TIMBER
COMPONENTS IS SUBJECT TO APPROVAL BY THE OWNER AND ENGINEER
2. HARDWARE SHALL BE STEEL, AOT -DIP GALVANIZED. ALL BOLTS SHALL BE
THRU-BOLTS WITH NUTS AND WASHERS. USE OF LAG BOLTS SHALL BE UPON
OWNERS' ENGINEER APPROVAL
3. HANDRAIL MAY BE OF A SOFTER WOOD OR COMPOSITE VARIETY SUBJECT TO
OWNERS APPROVAL
4. MATERIAL DELIVERY, REFUSE AND DEBRIS COLLECTION, STORAGE AND
PICKUP SHALL FROM THE UPPER BANK UTILIZING AS MUCH AS POSSIBLE THE
COMPLETED PORTIONS OF THE STAIRWAY.
5. TO THE E'EGREE POSSIBLE FABRICATE STAIR FRAME, TREAD AND RAIL
COMPONENTS AWAY FROM THE SLOPED AREA.
6. OWING TO MINOR TOPOGRAPHIC VARIATIONS THE PROPOSED STAIRWAY
ELEVATION LAYOUT MAY BE SUBJECT TO ADJUSTMENT. THE STAIRWAY
STRINGERS MAY BE BEST FITTED TO THE SLOPE WHERE NECESSARY IN
GE :TERM, ACCORDANCE WITH THE PLAN.
7. EACH D & Y TETE SITE SHALL 6E CLEANED OF DEBRIS SUCH AS DISCARDED
WOOD MATERIAL. THE REFUSE SHALL BE PLACED INA CLOSED BTN OR
DUMPSTER AT THE SITE OUT OF THE BUFFER ZONE. THIS REQLIREMIENT
SHALL Bii: SUBJECT TO REGULAR INSPECTION.
S. POST SUPPORT INSTALLATION SHALL BE ACCOMPLISHED BY SUITABLE POST
HOLE CORER, COMPACTED IN PLACE, OF A MINIMUM OF 4 FT. DEPTH AS
MEASUR?D FROM ANY POINT ON THE SLOPE, POST BACKFILL SHALL BE
HAND TOOL COMPACTED IN 4 INCH LIFTS SUBJECT TO INSPECTION FOR
PROPER FIXITY. EXCESS SOIL SHALL BE REMOVED.
9. ANY ARE4 DISTURBED BY CONSTRUCTION FOOT TRAFFIC OR OTHERWISED
OBSERVED SHALL RECEIVE A DENSE OVER -SEEDING WITH A NATIVE FESCUE
GRASS SFED MIX AND WARM SEASON GRASS SEED AT RESPECTIVE SUITABLE
TIMES OT THE SEASON. SEI? RESTORATION NOTES.
Ae
�
H �OF t -'EW2
'00�
-
Q �
30
r^/c
FESCUE SEED W/ EROSION MIX
EROSION CONTROL SEED Mlx (SEE NOTES)
-
PLAN/
yy�
fl
PROPOSED DRY-LAD
FIELDSTONE WALL
r
,.s
(1 �7^tz\"
10 5 0 10----ZO---
HEIGHT
1 inch 10ft 2cvJf. �i !
11
�! - _ ..•...-
-_� ..^ mo
Q
/w/-
1 u lam,• rr/'��' �', -� "``
`� ,,
c�
2
•,.••
w
a
� r
0 5 10 15 20 25 30 35
PRG'FILE A -A
- 1N- - 4r: FREEHLING.DWG
f
7
LOCUS
I KEY MAP
NO SCALE
I�
EXIT
YARMOUTH, MA
RESTORATION NOTES
• GENE M__DESCRIP1 0N--
♦ RESTORATION IN THE AREA SHOWN ON ME PLAN SHALL BE PLANTED AS
FOLLOWS.
♦ All VINYL MESH SHALL BE REMOVED IMMEDIATELY PRIOR TO
COMMENCING THE RESTORATION WORK
♦ THE SPECIFIC PLANT SPACING FOR SHRUBS SHALL BE CONSISTENT WITH
THE SCALED PLAN APPROX. 4 FT. O.C. AND IN ACCORDANCE. WITH NORMAL
NURSERYMENS' PRACTICE TO ACHIEVE AN INITIAL SUITABLE DENSITY
OWING TO THE PROSPECT OF PROPER GROWTH ALLOWING FOR PLAINTS
FILLING IN. GROUPINGS OF SUCH SUITABLE NATIVE SHRUBS AS ARROWOOD
VIBURNUM, SWEET PEPPERBUSH, NORTHERN BAYBERRY, HIGHBUSH
BLUEBERRY, ETC. ARE REQUIRED.
♦ THE WEST SIDE OF THE STAIRS SHALL BE LEFT TO RECOVER BY REGROWTH
OF EXISTING SHRUB ROOT SYSTEMS AND 3E LEFT UNDISTURBED.
♦ SHRUB SIZE SHALL BE NO LESS THAN 3 GALLON.
♦ SHRUB PLANTING HOLES SHALL BE PRO?ERLY PREPARED IN ACCORDANCE
WITH STANDARD LANDSCAPE PRACTICE.
♦ PROVIDE WATER AT REGULAR INTERVALS TO ALL PLANTINGS. DEEP
WATERING IS RECOMMENDED FOR THE FIRST 4 WEEKS, AND APPROX. I- OF
f ITER PER WEEK_DTTRING THF FIRST GROWP,NG SEASON.
Z • 1 A SPECIFIC SEED MLX: -"7EW ENGLAND EROSION CONTRO IRESTO AR TION
�•/MIX FOR DETENTION BASIS AND MOIST SITES" SHALL BE FULLY AND
AGGRESIVELY ESTABLISHED IN ALL DISTURBED AREAS BELOW THE
PROPOSED FIELD STONE BUTTRESS WALLAND WITHIN ALL AREAS FOR
NATURAL REGROWTH AND PROPOSED SHRUBS.
♦ A COOL SEASON, NATIVE GRASS SEED MIX, PREDOMINANTLY NATIVE
FESCUES MAY BE MIXED IN DISTURBED AREAS ABOVE THE LOWER BANK
TOPSOIL MAY BE AMENDED TO THE DEGREE TO ENRICH THE UPPER 6INCHES
AT GROUND SURFACE TO FOSTER IM PROWD GROUND COVER
♦ ENGLISH IVY MAY BE CONTROLLED TO', HE DEGREE NECESSARY.
♦ REFER TO THE ORDER OF CONDITIONS FOR ADDITIONAL WORK
REQUIREMENTS.
BUFFER ZONE RESTORATION PLAN
SHOWING
PROPOSED POND ACCESS STAIRS
AT
21 RIDGEWOOD DRIVE YARMOUTHPORT, MA
PREPARED FCR
JOSEPH FREEHLING
JANUARY 3, 2012 SCALE - AS NOTED
PREPARED BY
CAPE COD ENGINEERING, INC.
M .•
ROBERT M. PERRY, P.E.
3� a P.O. BOX 1517
EAST DENNIS, MA 02641
505-385-1445
41