HomeMy WebLinkAboutAPPROVED plan 8.22.2025CROSS SECTION: LANDINGS
NOT TO SCALE
3611
co
48" Minimum
I-
1"x6" CAP
2"x4" RAIL
2"x4" RAIL
2"x4" RAIL
2"x6" DECKING, 3/8" SPACING
2"x 8" LANDING JOISTS (USE 3) PRESSURE TREATED (PT)
2"x12" STAIR JOIST (PT)
2"x8" YOKE (PT)
4"x 6" POST (PT)
GRADE
EROSION CONTROL DETAIL:
NOT TO SCALE
FILL
MAX. 3" HEIGHT
FLOW DIRECTION
2
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N
I
CONSERVATION NOTES:
2" x 2" WOODEN STAKES,
SPACED 8' APART ON -CENTER
9" DIA. STRAW WATTLE
--EXISTING GRADE
CROSS SECTION: STAIRS
1.) PRIOR TO ANY ACTIVITY, THE PROPOSED STAIRWAY AND SHALL BE STAKED IN THE FIELD AND THE LIMIT
OF WORK LINE INSTALLED AS SHOWN ON THE PLAN VIEW. THE LIMIT OF WORK LINE, ALONG THE SLOPE
SHALL BE A ROW OF 9-INCH DIA. STRAW WATTLES, STAKED IN PLACE. IN ADDITION TO THE STAKED STAIRS
AND THE INSTALLED LIMIT OF WORK, THE REPOSITIONED PATHWAY SHALL BE FLAGGED FOR INSPECTION.
2.) THE EXTENT OF TRIMMING AND BRANCH REMOVAL FOR THE PATHWAY SHALL BE REVIEWED WITH
COMMISSION'S AGENT, PRIOR TO THE TRIMMING.
3.) AFTER CONSULTATION WITH AGENT, THE EXISTING VEGETATION WITHIN THE PROPOSED STAIRWAY
STRUCTURE AND THE RELOCATED PATHWAY SHALL BE TRIMMED BACK A MAXIMUM OF 1 FOOT, TO
PROVIDE ACCESS TO THE PROJECT AREA.
4.) NO ROOT MASS SHALL BE REMOVED FROM THE PROJECT AREA, EXCEPT AS REQUIRED FOR THE POST
INSTALLATION.
5.) POSTS SHALL BE DUG INTO THE BANK A DEPTH OF 48". ALL EXCESS MATERIAL SHALL BE REMOVED
FROM PROJECT SITE.
6.) ALL WORK SHALL BE DONE BY HAND. NO GASOLINE MACHINERY IS ALLOWED BEYOND THE TOP OF
THE SLOPE.
7.) ALL MATERIAL CUTTING SHALL BE DONE BEYOND THE 100 FOOT BUFFER ZONE.
8.) ALL STOCKPI LI NG OF MATERIAL SHALL BE LOCATED BEYOND THE 100 FOOT BUFFER ZONE.
9.) UPON THE COMPLETION OF THE STAIRS AND LANDINGS, THE DISTURBED GROUND SHALL BE RAKED
SMOOTH AND THEN SEEDED WITH A DROUGHT TOLERANT GRASS SEED MIX. IF NEEDED, THE SLOPE SHALL
BE COVERED WITH AN EROSION CONTROL BLANKET AND SECURED TO THE SURFACE.
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100' Buffer
----------------------
10 20 30 40
50
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I-- 11.01± 6.0'± 4.5'± 12.5'±
o� LANDING STAIRS LAND'G STAIRS
61
In_
1"x6" CAP
2"x4" RAIL
2"x4" RAIL
4"x 6" POST
2"x4" RAIL
2"x6" DECKING, 1/4" SPACING
2"x12" STAIRWAY STRINGERS (USE 3)
2"x8" YOKE
UtiIlty
#36-183 05
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POINT
40' PRIVATE WAY
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36.5
BENCHMARKi
Top of Catch Basin Rim
EL=36.2± (NAVD88 Datum)
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Edge of Pond
2-FOOT BENCH
CANTILEVERED OFF LANDING - _
Bottom of Slope - - - - -M�- - - -
-:�
60 70 80 90 100 110 120 130 140
"Al"
SECTION A- 'A'
SCALE: 1" = 10'
36.2
37.5
3 8.5
' 80.00'
35.5
x 37.5
Utility -Pole
°5
Paved Driveway'
�7.6
2\\°
/ x 40,2
37A
40,1
X 39 3
OZ
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LOT 39
\
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x 36.7
Area=12,197 SF±
/ x 42.8
/ �'�// i/
I
jPorch
Existing Dwelling /�'�%;'i/
42.5�
/ To of Foundation EL =
p 44.3±P.
Top of Slab EL = 37.2±
3 0
/ First Floor EL = 44.6± %
°1
Ridge Height EL = 61.0±
/
/
37.4
X 39,3
CD
\ Deck
\ X 3 7.9
x 36.1 x 36.6
1 r x 33.2
t x 35,3
CO.335,8 '..._
Utility oIe
#36-182 x 34.9
X 35.8 / .-/ /////// ///
j Abutting Dwelling /
/
/
PROPOSED LIMIT OF
WORK LINE
ova Qj
3 sab �o Abutting Dwelling -
35,8 m
PROPOSED ELEVATED'/,Vow,
34.2/ STAIRWAY
i
PROPOSED STEP
Aq-
35.0
x 3` 8 Pine 41.0032,9 ine
12"1
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X 32�
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12" Oak • ; 4.7
34.4245.00'
PROPOSED 3 FOOT
PATHWAY
33.3 MY
,QJ co /o
Vo
4 h
PROPOSED 2-FOOT
CANTILEVERED BENCH
OFF LANDING
" Oak 1�
Oak /.
Q/
oo PROPOSED
ADJUSTMENT TO
PATHWAY
9
M
F.
H
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Approximate Location of
NHESP Boundary
3
\.PLOT 1
\, a PROPOSED ADJUSTMENT
• �a� TO PATHWAY
ti V Oa 14" Pine
9.6 10" Pine
6" Pine i f
Ak
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0 20 40 60
SCALE 1"=20'
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PROPOSED SHIFT OF THE
PONDACCESS POINT, SHIFT
PATHWAY ONTO LOCUS
PROPERTY