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TYPICAL CEDAR STOCKADE FENCE DETAIL CIVIL ENGINEERS & LAND SURVEYORS
27 CAMBRIDGE STREET
TYPICAL SECTION NOT TO SCALE SUITE 106
MAIN DRIVEWAY CAPE COD BERM BTELI(781) 229 -04fl3
NOT TO SCALE NOT TO SCALE FAX (781) 229 -0520
WWW COMMONENG. COM
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CLASS "A ". CONCRETE
7 �qF�F PRECAST OR CAST -
i2 p� 18" IN -PLACE (OPTIONAL)
OR GRANITE, IF
S�pq 3" SPECIFIED.
F
.-
N : `• 6" MINIMUM
O O - O 18" MAXIMUM
O O p `t" BEVEL
GRAVEL II"�~ SEE NOTE #1
BACKFILL p O"
Q) BATTER 1/2
oz O PER FOOT =
0 .O b
.O d
0
w O O 1/2 C.Y. .MINIMUM
Q 0 O CRUSHED STONE.
Oa
a OOpjPpDO
o O 4" WEEP HOLES
t- pa0o0 20' C. TO C.
o
0 �'�.� BACKFILL ELEVATION
d O z
p' 0 GRAVEL O
BACKFILLO xN
O p o
O O ,'.`CLASS "C" CONCRETE:}.' p
li 12" 0.5 "H" 11W° 12" 1
1.) CONOP G OVERHANG TO BE APPROXIMATELY 3" FOR
WALLS 10' OR MORE IN HEIGHT AND APPROXIMATELY
2" FOR WALLS LESS THAN 10' IN HEIGHT: IN A
CONTINUOUS WALL OF VARYING HEIGHT THE OVERHANG
WILL BE APPROXIMATELY 2" TO 3" FOR THE ENTIRE
LENGTH.
2.) ALL DIMENSIONS SHOWN ARE MINIMUM -
3.) PAYMENT WILL BE BASED ON THE ACCOMPANYING
TABLE.
COPING TO BE PRECAST CONCRETE OR GRANITE OF UNIFORM DEPTH FOR THE ENTIRE
LENGTH. DEPTH OF CONCRETE TO BE 1/12 THE AVERAGE "H" WITHIN THE LIMITS SHOWN.
DEPTH OF GRANITE TO BE AS SHOWN ON THE PLANS, 6" OR 9 ".
FOR CHAIN LINK FENCE ON THE TOP OF WALL, THE COPING SHALL BE CONCRETE CAST -IN
-PLACE WITH AMINIMUM DEPTH OF 12 ". THE LENGTH OF THE GALVANIZED PIPE SLEEVES
DEPTH OF COPING
FOR FENCE POSTS SHALL BE EQUAL TO THE
H
W
D
CONC. MASONRY
FOOTING
STONE MASONRY
EXCLUDING COPING
SECTION
AREA
SQ.FT.
CU. YD.
PER
LIN. FT.
SECTION
AREA
SQ. FT.
CU. YD.
PER
LIN. FT.
5
0.75
1.25
4.06
0.15
9
0.33
5.5
3' -0"
4' -0"
4.38
0.16
10463
0.39
6
2' -10"
10.541
4.69
0.17
12.38
0.46
6.5
0.444
4' -6"
5
0.19
14.16
0.52
7
DRAWI NG \PB- DETAILS - SPECIAL- PERMIT.D WG
RESIDENTIAL
5.31
0.2
16.05
0.59
7.5
5.63
0.21
18.06
0.67
8
1
1.5
7.5
0.28
20.16
0.75
8.5
7.88
0.29
22.4
0.83
9
° O
a
o
8.25
0.31
24.75
0.92
9.5
Q 4 0.
°
8.63
0.32
27.22
1.01
10
1,2
2
12.4
0.46
29.8
1.1
10.5
12,9
0.48
32.5
1.2
11
13.4
0.5
35.28
1.31
11.5
13.9
0.52
38.21
1.42
12
FINISH GRADE
14.4
0.53
41.25
1.53
12.5
14.9
0.55
44.41
1.65
13
1.5
2.5
20
0.74
47.68
1.77
13.5
o 0 0 p
2' -0" �I
20.63
0.76
51.07
1.89
14
!
ALL CONSTRUCTION SHALL CONFORM TO
21.25
0.79
54.53
2.02
14.5
_
APPLICABLE TOWN OF LEXINGTON DPW DETAILS
21.88
0.81
58.14
�� ° °o .
HEIGHTS
WIDTH
AREA
SQ. FT.
CU. YOS
PER
LIN. FT.
A
H
W
2' -0"
4' -0"
2' -4"
6.667
0.247
2' -6"
4' -6"
2' -6"
7.875
0.292
3' -0"
4' -0"
2' -8"
9.165
0.339
MURRAY HILLS
5' -6"
2' -10"
10.541
10.390
4' -0"
6' -0"
3' -0"
12.000
0.444
4' -6"
' -6"
o 0 °
13.541
10.502
DRAWI NG \PB- DETAILS - SPECIAL- PERMIT.D WG
RESIDENTIAL
15.162
10.562
°
111 0 ° ° °o °
TAB: SHEET:
C
DEVELOPMENT
SHEETI
0
c
0
111 °
JOB NO.: Dl
111 ° °��� °
LEXINGTON
° O
a
o
A H
MASSACHUSETTS
Q 4 0.
°
MIDDLESEX, COUNTY
�° o
0
0 0
AUGUST 17, 2009
FINISH GRADE
°
DETAILS
ItI B 11.111- °14- lii�ll =III IIt= III = III =111 -III =11I- 111 = III =Nt=
=
1110 0° o°
o 0 0 p
2' -0" �I
NOTE:
° °
!
ALL CONSTRUCTION SHALL CONFORM TO
111 o
_
APPLICABLE TOWN OF LEXINGTON DPW DETAILS
�� ° °o .
AND STANDARDS UNLESS OTHERWISE NOTED.
APPLICANT/OWNER:
° ° °
°75
WINNING ESTATES LLC
.
O o
8' MIN. COMPACTED
CAMBRIDGE STREET
1 W
SCREENED GRAVEL
BURLINGTON, MASSACHUSETTS, 01803
B
APPROVED BY THE
HEIGHTS
WIDTH
AREA
SQ. FT.
CU. YOS
PER
LIN. FT.
A
H
W
2' -0"
4' -0"
2' -4"
6.667
0.247
2' -6"
4' -6"
2' -6"
7.875
0.292
3' -0"
4' -0"
2' -8"
9.165
0.339
3' -6"
5' -6"
2' -10"
10.541
10.390
4' -0"
6' -0"
3' -0"
12.000
0.444
4' -6"
' -6"
3' -2"
13.541
10.502
DRAWI NG \PB- DETAILS - SPECIAL- PERMIT.D WG
15.162
10.562
LEXINGTON PLANNING BOARD
INDIES,
1.) CLASS "A" CEMENT CONCRETE TO BE USED.
2.)EXPANSION JOINTS TO BE PLACED 90' O.C. MAXIMUM WITH REVISIONS:
INTERMEDIATE CONSTRUCTION JOINTS PLACED AT 30' O.C. MAXIMUM
3.)ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM. -- NO. DATE DESCRIPTION
1 9/15/09 RETAINING WALLS
UV IV
DATE:
c
HEREBY CERTIFY THAT NO NOTICE OF APPEAL WAS I '<
RECEIVED DURING THE TWENTY DAYS AFTER
CEMENTED STONE MASONRY WALL OP -HON
LOW RETAINING, WALL
RECEIPT AND RECORDING OF NOTICE FROM THE PLANNING
NOT TO SCALE
BOAR OF THE APPR VAL FOR THE WITHIN PLAN.
DESIGN /DRAWN:
NOT TO SCALE
REFERENCE: MASSACHUSETTS HIGHWAY DEPARTMENT CONSTRUCTION STANDARDS 302.1.0
It
l `odd
ERN
F
REFERENCE: MASSACHUSETTS HIGHWAY DEPARTMENT CONSTRUCTION STANDARDS 302.2.0
CHECKED:
<
TOWN CLERK I DATE
DNR
FILE PATH (H: /PROJ): 96002.10 \DWG \WORKING
DRAWI NG \PB- DETAILS - SPECIAL- PERMIT.D WG
TAB: SHEET:
C
SHEETI
0
c
JOB NO.: Dl
96002.01