HomeMy WebLinkAboutSD-377-1N
F.
I�
DATE
THE ENDORSEMENT ABOVE IS NOT
A DETERMINATION BY THE PLANNING
BOARD AS TO COMPLIANCE WITH THE
ZONING BY-LAW.
`� iV 18 10
1! It
�es•ti
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SUBSKETCH
`2 N.T.&
.S vwor E
S 8T39'04' E °.S Elf
(ru u"(,' - l ytYJ STATE HIGHWAY .LAYOUT)
A.K:A. ROUTE 2
LEGEND
BOUNDARY OF BORDERING
VEGETATED WETLAND
WATERLINE w
SEWERLINE /SEWER MANHOLE —S -- —
TURNPIKE
ORAINLINE/ORAIN MANHOLE
—D- —le--
NOTE'
BEING A S�D�SI OR
CATCH BASIN
❑ ca
PARCEL A (LC LOT 293) IS TO BE
COMBINED WITH LOT A
200 Friberg Porkwoy
-¢- Pm
AND IS NOT TO BE CONSIDERED A
SEPARATE BUILDING LOT.
HYDRANT
ml�
0 40 wi low ao
FEET
POST INDICATOR VALVE
P'V
811 FILE NO. 0420100A.DWG
G NO. 0420101A.DWG
LRECASTRY SHEET
FE
TRAVERSE CLOSURES
FLARED END
—�
ISSTE DATE
DESCRIPTION
UNDERGROUND ELECTRIC
KJD
LOOP # I
LOOP ( 2
ELECTRIC MANHOLE
FLD
LENGTH OF TRAVERSE = 2728.1950
LENGTH OF TRAVERSE = 3483:0730
UNDERGROUND TELEPHONE
r
CLOSURE BEFORE ANY ADJUSTMENT:
CLOSURE BEFORE ANY ADJUSTMENT:
TELEPHONE MANHOLE
ANGULAR CLOSURE = 000 05.000
ANGULAR CLOSURE = -0 00 17.644
LIGHT POLE
CLOSURE DISTANCE = .0911
CLOSURE RATIO = 1/ 29949.9
CLOSURE DISTANCE = .1030
CLOSURE RATIO = 1/ 33810.7
UTILITY POLE
aUP
cw
CLOSURE DIRECTION = S 50 56 10.521 E
CLOSURE DIRECTION = N 01 5004.855 W
GUY WIRE
GUARDRAIL
CLOSURE AFTER ADJUSTING ANGLES:
CLOSURE AFTER ADJUSTING ANGLES:
M
ANGULAR CLOSURE = 000 00.000
ANGULAR CLOSURE = 000 00.000
STONE WAIL
CLOSURE DISTANCE = .0790
CLOSURE DISTANCE = •0777
SIGN
° °—°
CLOSURE RATIO = 1/ 34518.1
CLOSURE RATIO = 1i 44837.5
CONCRETE BOUND
CB
CLOSURE DIRECTION = S 51 41 24.342 E
CLOSURE DIRECTION = N 41 14 54.111 E
STONE BOUND
SB
DRILL HOLE
• DH
N r
V OF G9YIN
' lB- F.IRCBL a
I HEREBY CERTIFY THAT:
1) THAT THIS ACTUAL SURVEY WAS MADE ON THE GROUND
IN ACCORDANCE WITH THE LAND COURT INSTRUCTIONS OF
1989 ON OR BETWEEN JANUARY 13, 1998 AND JANUARY 26,1998.
2) THAT THE ELECTRONIC MEASURING DEVICE, ZEISS ELTA 3,
SERIAL #169728 WAS CHECKED AGAINST TAPING BETWEEN
TWO BASELINE POINTS.
EDM = 429.894' ; TAPE = 429.882'
(INST. ERROR 3mm + 3ppm)
OF
fo,5�i8
DATE NO
`11 D SURyOe
KONQ C6#4f, Pty /46.3,w33
BEALS AND I
Tel.: 506 - 366 -0560
-- tip........ -__.
FLAN OF LAS
IN
i. =.xaT, MA
BEING A S�D�SI OR
r ON pax INML
MIDDLESEX COUNTY
PREPARED BY: ��/'�
BEAL i AM , A C.
Two Westborough Business Pork
200 Friberg Porkwoy
NteStborough, Massochuset #s '31581
METERS
1
ml�
0 40 wi low ao
FEET
871 JOB NO. W- 420.08
L #
ice•
811 FILE NO. 0420100A.DWG
G NO. 0420101A.DWG
LRECASTRY SHEET
NO. 1 OF 1
ISSTE DATE
DESCRIPTION
KEA
KJD
KCC
KCC
WN
FLD
CALC'D
PROJECT
BEALS AND I
Tel.: 506 - 366 -0560
-- tip........ -__.
FLAN OF LAS
IN
i. =.xaT, MA
BEING A S�D�SI OR
r ON pax INML
MIDDLESEX COUNTY
PREPARED BY: ��/'�
BEAL i AM , A C.
Two Westborough Business Pork
200 Friberg Porkwoy
NteStborough, Massochuset #s '31581
DA ARCH 27,1998 SCALE:1*= 8D'
METERS
1
0 40 wi low ao
FEET
871 JOB NO. W- 420.08
L #
ice•
811 FILE NO. 0420100A.DWG
G NO. 0420101A.DWG
LRECASTRY SHEET
NO. 1 OF 1
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