HomeMy WebLinkAbout130-15_1TABLE OF MONUMENTS FOUND:
TRAVERSE RECORD
102
1 50470.22
W
50474.79
THULW
1 E
CB_DH
0.00
1 CB_DH
104
50376.01
1
50477.80
(309) 655-2345 FAX ($OB) 880-7259
N
76d20'S" W
0.24
CB�H
UNDER BOULDER
109
50434.91
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50381.44
776
1 N
54d5'2" W
0.42
1 CB_DH
TALL TILTED
110
50501.39
111
50344.76
CB_DH
1 N
76d31'21" W
0.12
1 CB_DH
111
1 50396.72
50271.96
1 N
5903'55" W
0.06
1 CB OH
SPLIT B605P061
/ 6>.
SZI p+ W 115.66'
• W ]44
S 814127 CB_DH UNDER BOULDER
10 010 40 80 160
( IN FEET) SEPTIC SYSTEM COMPONENT LOCTIONS
1 inch = 40 (t. APPROXIMATE FROM YARMOUTH HEALTH
DEPT. RECORDS.
ST = SEPTIC TANK
CB_DH = CONC. BOUND W/DRILL HOLE DB = DIST. BOX
SAS = SOIL ABS. SYSTEM (LEACH PIT)
I HEREBY CERTIFY THAT THE SUBJECT CONCRETE PIER
FOUNDATION IS LOCATED IN RELATION TO LOT LINES AS CERTIFIED PLOT PLAN
SHOWN. THE LOCATION OF THE PIERS WAS DETERMINED BY
INSTRUMENT SURVEY. TO THE BEST OF MY KNOWLEDGE AND
BELIEF THE DECK LOCATION CONFORMS TO THE HORIZONTAL g5 WHARF LANE
SETBACK REQUIREMENTS OF THE YARMOUTH ZONING BY—LAW.
YARMOUTH (YARMOUTHPORT), MA
SCALE: 1' a' DATE: 7/19/13
D c D;syc
HORIZONTAL DATUM ASSSUMED
W
110
THULW
DAVID C. THULIN, PE, PLS
CB_DH
211 MILL ROAD
No. 39403
STEEL ANCHOR STRAP
1
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(309) 655-2345 FAX ($OB) 880-7259
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111
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CB_DH
SPLIT 9659
8915
N
/ 6>.
SZI p+ W 115.66'
• W ]44
S 814127 CB_DH UNDER BOULDER
10 010 40 80 160
( IN FEET) SEPTIC SYSTEM COMPONENT LOCTIONS
1 inch = 40 (t. APPROXIMATE FROM YARMOUTH HEALTH
DEPT. RECORDS.
ST = SEPTIC TANK
CB_DH = CONC. BOUND W/DRILL HOLE DB = DIST. BOX
SAS = SOIL ABS. SYSTEM (LEACH PIT)
I HEREBY CERTIFY THAT THE SUBJECT CONCRETE PIER
FOUNDATION IS LOCATED IN RELATION TO LOT LINES AS CERTIFIED PLOT PLAN
SHOWN. THE LOCATION OF THE PIERS WAS DETERMINED BY
INSTRUMENT SURVEY. TO THE BEST OF MY KNOWLEDGE AND
BELIEF THE DECK LOCATION CONFORMS TO THE HORIZONTAL g5 WHARF LANE
SETBACK REQUIREMENTS OF THE YARMOUTH ZONING BY—LAW.
YARMOUTH (YARMOUTHPORT), MA
SCALE: 1' a' DATE: 7/19/13
D c D;syc
CONCRETE PIER (TYP)
W
THULW
DAVID C. THULIN, PE, PLS
MEASUREMENTS TAKEN TO CL
211 MILL ROAD
No. 39403
STEEL ANCHOR STRAP
1
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NN V
(309) 655-2345 FAX ($OB) 880-7259
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PREP. FOR: PERRY DRANK BY: OCT I CKKO BT: OCT
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oved
=
N
Q,
/ 6>.
SZI p+ W 115.66'
• W ]44
S 814127 CB_DH UNDER BOULDER
10 010 40 80 160
( IN FEET) SEPTIC SYSTEM COMPONENT LOCTIONS
1 inch = 40 (t. APPROXIMATE FROM YARMOUTH HEALTH
DEPT. RECORDS.
ST = SEPTIC TANK
CB_DH = CONC. BOUND W/DRILL HOLE DB = DIST. BOX
SAS = SOIL ABS. SYSTEM (LEACH PIT)
I HEREBY CERTIFY THAT THE SUBJECT CONCRETE PIER
FOUNDATION IS LOCATED IN RELATION TO LOT LINES AS CERTIFIED PLOT PLAN
SHOWN. THE LOCATION OF THE PIERS WAS DETERMINED BY
INSTRUMENT SURVEY. TO THE BEST OF MY KNOWLEDGE AND
BELIEF THE DECK LOCATION CONFORMS TO THE HORIZONTAL g5 WHARF LANE
SETBACK REQUIREMENTS OF THE YARMOUTH ZONING BY—LAW.
YARMOUTH (YARMOUTHPORT), MA
SCALE: 1' a' DATE: 7/19/13
D c D;syc
W
THULW
DAVID C. THULIN, PE, PLS
p
211 MILL ROAD
No. 39403
EAST SANDWICH, MASSACHUSETTS 02537
1
a„su
NN V
(309) 655-2345 FAX ($OB) 880-7259
\
PREP. FOR: PERRY DRANK BY: OCT I CKKO BT: OCT
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1
JOB N. 13-016 REV.
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