HomeMy WebLinkAbout201 MILLER RD Electric# APPLICATION FOR BUILDING PERMIT
Plumbing# 201 Miller Road Date: 2 7-7/w
HVAC #
Sprinkler# 32775 _
-- - - --- -- ---- Estimated Cost $ -
hINAL � Permit Fee $ 50217
Buildin COMPLETE RED BOXED AREAS Occupancy Fee $
Engine TYPE OR PRINT ONLY En Ins Fee $
Affida t
Appr. for C SIGN ON REVERSE SIDE / g• P•
- - - -- --- - -- - Total Fee $ Q�—/r-
TO THEi;UILING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost)
The undersigned hereby applies to do work according to the following:
Applicant 00-fi Location of Work 26 t' rim/ (4& Lot No.
Applicant's AddressQ ,e__f Tel.# '•�J _8-7f -r 30_
Town t i G� Zip 060-4-01 Lic.# 5 737`f 3
Owner rchitect —
Owner's Address Architect's Address
Zip Zip
Sq. Ft. New Area: 1 st A. 2nd FI. 3rd FI. Total New Area
Purpose of this permit :'xcS7h
City Water❑ Well❑ Septic System❑ Sewer❑
Ins: HO SP Cert. Area Basement Garage
Approved by Date 'Z"O4 up .Use Gro Construction Type
Revised 6102
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in which this building and its use is allowed.
Signed
I hereby apply for a Certificate of Occupancy for the work described in this application for the permit
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
-------------------------------------------------------------------------------
**-32775-B 5,500
B10 FINAL 08/08/06 JFF A
f
N / F BRAILSFORD N�82633- 2606
�� E 204806.3762
2 Test Hole //I
►. R. T S 8 6' - 3 g` -5 p ' E 1 ► 1/2' ----- _
x 261. 6 8 0"-6" Organic topsoil and leaf litter
152.00 I P
611-16" Silty loam
1`6"-34" Varve clay and some silt
34"-78" Red coarse sand and gravel, some stones, loose to medium compact
Surface Mottling at 34"
No Water entering hole No Ledge FINISHED GRADE
W g Root growth to 42"
10"MIN. 0
? Test Holt #2 BACKFILL 0 0 0 D i
J D 0 o 0 D 1�\
0"-4" `o 2` � 0 °
!- Z 4"-28" Organic topsoil and leaf litter 2" 2 OR FILTER SALT HAY' UNTREATED BUILDING PAPER
F- Brown silty clay n n A D FABRIC
O Q 28"-90" FLOW LINE , h
Z O c a Red coarse sand and gravel with stones, medium compact ELEVATION 4�� D
O - 4" PERF PVC
it 0 50` R. Y. W PIPE
Fr 0 No Mottling No Ledge 559.0 Q
a No water entering hole g D Q d
O } Root growth to 32" D d 1 BROKEN STONE
Percolation rate equals I inch in 1 3.33 minutes d CORRESPONDING TO ARRT CLDE STONE
TON 07
PROPOSED Test observed by Bob Deptula and James Pa soli on 2 9 12" p d OF STATE OF CONNECTICM.
c� WELL gg �2 �84 d Q P UT SPECS,
® TEST
x 260 10 A a D UNDISTURBED SOIL
HOLE # 2 N
BOTTOM OF TRENC
H
3'
PARCEL B �_
w 3
0 37, 454. 29 SQ. FT fo
PARCEL A z TYPICAL
0.8598 AC. (0Jo TRENCH CROSS- SECTION
ON r ti� N/ F LUCIA NOT TO SCALE
i d i
_ N
a) f 13 2 �f 16 o FUTURE 0
O 2'x 12 7 ' O H I I ENCLOSED O
-InI����K ia. vl PORCH � NOTES
22 , ► I 1. Horizontal and vertical control based on M.p,C
a 46 3`*
Datum
x 260.74
EXIST 2. On-site bench mark set.. Railroad ; Ike
- I SHED p .yet in .Snetco Pole //5045
N EXISTING HOUSE I`$ 3• Varve clay Elevation � 259.64
39'+ - y to be removed iri leaching area and replaced with material me tin
N \ NOTE' ENCROACHMENTS approval of the town of South Vl ind�
28 INV. = TO BE RESOLVED leaching trenches nor Health Department before placement of
the
`7L6.7' -�, 260.0 ' f the
COVERED r 7 *
ENTRANCES _ 40 125 GAL �
" SEP IC I
62 K'6.5'J" TA►fK
FL=259. I FL=259.40' N
('ERTII ILI) Sl;BSTANTIALL•ti' (CO � .
= NINC� VlO � R h eCT• f�Ol)ND�\'rION
L.\TIOti.S NOTED u ITH R LOCATED AS SHOWN',
75�_-_ -__- ---- ---"� y�) c:ERTIFIVIOLAT IS EXPRESSED ,
THE IMPRESSION T1 , N1 RESPECT TO THIS LOCATIONS,
Q FL=259.0 J OR (11I RL F3Y THIS 1q,�P [_ NL�SS IT R
[ C SEAL -\I�;h .S1Gf�.•\Tt 11L OF r
S C h;�.�
w O -\ND REGISTRY\TION fit. \1RER \Pf'E \(l RELOW. THE S"' V(:YOR WHOSE NAME
W \ FL=259.0
0
>
0
2 6 0 ='� TYPDX w Being Parcel R on a map �� �• .
FL=259.0 I _> Road p entitled Subcl�,I;ion Plan prepared for Robert \lari 1r
E�€Iension South V�rrrdsor, C'orrr�, Scale 1„ ,-- 50`F '1 3-8 Cert 20 Sheet 1 of I Da to 12-g ana '�"be
ified Class \-2 Richard \leehan L.L.S. 123301, a
---- 84 Revised
PERC. TEST J p Se tic s'y'stem based on a tour bedroom house and a
t00% > 900 square feet of leact,ink area are r percolation rate of 1" in 13.33 rrunu
RESERVE I a and a 1250
Provided b four leach trenches 7 g y 3 wide
W TIES HOLE# I AREA t1 gallon septic tank y K 5 long b
0CL 0
�0 x 259.23 2 c�
x 259. 14 z
k
W I
I R 390 30 W —�O I.P FOUNDATION LOCATED 0
SNETCO
SHOWN 3 /5 / 85 40 120
EDGE OF PAVEMENT 5045
-- - -- — - ------ 20 60 100
-- -- �-
M I L L E R BENCH MARK ,�,,
R, R. SPIKE IN POLE O 3 ROAD
D 11 0 `�c • ' RD I�IF`• C'ljoo�. �1�
LEGEND ELEV. = 259.64 � O H 256 �y�s� ��'�P MEEHAN ASSOCIATES
O I.R. — EXISTING IRON ROD _ •*_ ��� Consulting Engineers— Surveyors,ors
*I. P. — EXISTING IRON PIN '� _ Y PC.
x 260— EXISTING SPOT ELEVATION
No. 1.2330 V40W 387 North Main Street • Manchester, CT 06040
,�� '• C ���d��'`
x�—PROPOSED SPOT ELEVATION ENS
-260-- — ELEVATION CONTOUR �'''g.�, 0 SURVti, `' PLAN PREPARED FOR
'! ,,
26 -PROPOSED CONTOUR I HEREBY CERTIF ti' THAT THIS MAP AND SURVEY ' R I � E A N � A �Q U E S
DANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINEDIN TRED IN �COf? REVISIONS
OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AN[) MAPS, ADOP,,- MILLER ROAD
TED DECEMBER 10, 1975 BY THE CONNECTICUT ASSOCIATION OF LAND E DATE APPROVED SOUTH W I N D SOR CONN.
ORS INC. SURVEY_ 12 - 3 - 84 R FOR B U I L D I N G
3 -5 - 85 R. M. PURPOSES ONLY
SCALE I = 2 0` J.
J. P FILE NO.
r'HARn ti1Fl=t�nn�->_.L. `~ ; ; --- SHEET NO
DATE I I - 1 6 - 8 4 TRD. A. V.H . 8 4 15 8 1
1 OF l
14 - 34
L
N 182633. 2606
N / F B R A I L S F O R D 260 E 204806.37 62 Test Hole #I
1. R. T S 8 6- - 39' -5 0" E_ \ I I/2, 1 P 011-61f Organic topsoil and leaf litter
611-1611 Silty loam
x 261. 68 152.00 16"-34" Varve clay and some silt
34"-78" Red coarse sand and gravel, some stones, loose to medium compact
FINISHED GRADE
Surface Mottling at 34" No Ledge o 0 W No Water entering hole Root growth to 42" BA' MIN.CKFIL o 0 0 0 ° o e0o
z Test Hole iI#2 ___2" 2" SALT HAY, UNTREATED BUILDING PAPER
_l --- 21, d / OR FILTER FABRIC
0"-4" Organic topsoil and leaf litter A p A
4"-28" Brown silty clay FLOW LINE r) —4" PERF. PVC PIPE
_ Zw 28"-90" Red coarse sand and gravel with stones, medium compact ELEVATION 41 b [1
F- 559.0 D d
CC II`_
Q X jr No ;Mottling No Ledge D d Q / I BROKEN STONE OR CRUSHED STONE
Z
' 50' R. 1�. '� a No water entering hole Root growth to 32" p A � CORRESPONDING TO ARTICLE M. 02.07
OF STATE OF CONNECTICUT SPECS
oPercolation rate equals 1 inch in 13.33 minutes 12' p p e p
g �: Test observed by Bob Deptula and 3arTies Paggioli on 2/29/84 6
b UNDISTURBED SOIL
PROPOSE D
b b
O WELL b
7 x 260.10 BOTTOM OF TRENCH
N
N r
® TEST
HOLE 4k2 I I �
PARCEL B 3
TYPICAL TRENCH
TO RSOC SCALE
ECTI ON
f0 _
W 37, 454.29 SQ. FT.
2 W10
PARCEL A o(D 0.8598 AC. `�°o N/ F LUCIA
NO I-
cU
N m NOTES
r O
01 c� I. Horizontal and vertical control based on kt.D.C. Datum
468 O 2. On-site bench mark set, Railroad spike set in Snetco Pole #5045. Elevation _ 259.64
31m
x 260.74 - EXIST
PROPOSED +� I SHED 3. Varve clay to be removed in leaching area and replaced with material meting the
I' approval of the town of South Windsor Health Department before placement of the
_ HOUSE m-_
�\ M TF = 264.0 \ NOTE' ENCROACHMENTS leaching trenches
TO BE RESOLVED
351$ 68' 260.0 V
125 GAL
4 HDCI SEP IC k
_ PIPE TAWK rrn
62 — FL=259.40' IN
FL=259.
0 -- 7 5T - —�
} FL=2590
Q O
3 O
Uj \ FL=259 O ,A
oL Being Parcel B on a ma4j c rIWIed "',ubctrvrsion Plan prepared for Robert %larigliana .'%Ube
Road Extension South W incisor. Conn. kale 1" 2_0' Sheet I of ( Date 3-12-84 Revised
—. -Box w 4-13-84 Certified Glass :A-2 R r, hard %leehan L.L.S. 1 2 3 30"
a —260 -- -FL=259.0 TYP I >
50'F j Septic system based on a four bedroom house and a percolation rate of I" in 1 3. 33 mw.utes
900 square feet of leaching area are provided by four leaching uenrhes ,'S' long by 3' wide
PERC TEST
w and a 1250.ga ion septi( tank
100% Q
09
RESERVE
TEST AREA
w * HOLE# I
O x 259. 14 z
0 x 259.23
0
Q r W
40 80 120
1 52.00' I.P
I.R. N $6-0- 39 - 30 W �� 20 60 100
SNETCO
5045
EDGE OF PAVEMENT ---- ------- — --- - - --- — �— `\````�`a�"'a`C�NfN",,,,�����
QF ..........�Tj.;
MEEHAN ASSOCIATES
BENCH MARK 3 �l `TPRD MFF�i'Lv!',,= _�_
MILLER R. R. SPIKE IN POLE o ROAD I r�:r'�O _ _—_ Consulting Engineers—Surveyors, P.C.
ELEV. = 259 64 rn o 258 y`
387 North Main Street • Manchester, CT 06040
LEGEND _*� '� _
I.R — EXISTING IRON ROD ° No. 12^ PLAN PREPARED FOR
•I. P. — EXISTING IRON PIN �'�,,�` '• �ICEptSf '-- ,:-- ]
x 260— EXISTING SPOT ELEVATION °9N0 SURti��°� � 1 R I J E A N J A CQ U E S
X�—PROPOSED SPOT ELEVATION REVISIONS
-260-- — ELEVATION CONTOUR I HEREBY CERTIFY THAT THIS MAP AND SURVEY WEIZE PREPARED IN Ao:COR- MILLER ROAD SOUTH W I N D SOR CONN.
26 PROPOSED CONTOUR DANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE COlrE LDITE APPROVED
OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOP- - 84 R FOR B U I L D I N G PURPOSES O N LY
TED DECEMBER 10, 1975 BY THE CONNECTIC[JT ASSOCIATION OF LANr, SUi2VE) -
ORS INC.
A` SCALE 1 " = 20' DRN. J. P. FILE NO. SHEET NO
- —' - �' -- 11 - 16 - 84 . V. . 841581 1 0 l
2ICHARD �1EEH:AN �.L.S. 12330 DATE TRD. A H F
14 - 34
N 182633. 2606
N/ F BRAILSFORD 260 E 204806.3762 Test Hole #I
I. R. S 8 6- - 3 9' -5 0" E \� I I/2 I P 0"-6,o Organic topsoil and leaf litter
—-- 6"-16" Silty loarn
�c 26I. 68 152.00 16"-34" Varve clay and some silt
34"-78" Red coarse sand and gravel, some stones, loose to medium compact
Surface Mottling at 34" No Ledge FINISHED GRADE
0
No Water entering hole Root growth to 42" 10°MIN. o o °o o en o 0W BACKFILL 0
0
? Test Hole #2 2' 2" SALT HAY, UNTREATED BUILDING PAPER
2" A p / OR FILTER FABRIC
0"-4" Organic topsoil and leaf litter p b
4"-28" Brown silty clay FLOW LINE h __ -4° PERF PVC PIPE
_ W 28"-90" Red coarse sand and gravel with stones, medium compact ELEVATION 4 b
U a 559.0
p o X � No Mottling No Ledge D b 6 Q / 1°BROKEN STONE OR CRUSHED STONE
Z 50, R Y W a No water entering hole Root growth to 32" a CORRESPONDING TO ARTICLE M. 02.07
o v d Z OF STATE OF CONNECTICUT SPECS.
o Percolation rate equals I inch in 13.33 rninutes 12"
c� } Test observed by Bob Deptula and James Paggioli on 2/29/84 b P
� PROPOSED d
6 UNDISTURBED SOIL
O WELL � \ b � b
lV 7 -
® TEST �/ x 260.10 �O BOTTOM OF TRENCH
HOLE ## 2 �_ 3
PARCEL B 3
TYPICAL TRENCH CROSS- SECTION
W 37, 454.29 SQ. FT. fo NOT TO SCALE
2 1O
o 0.8598 AC. '
PARCEL A , 10 N/ F LUCIA
Oa No
n' 0 NOTES
ch
01 W I. Horizontal and vertical control based on M.D.C. Datum
JZI 68 , 3 t 2. On-site bench mark set Railroad spike set in Snetco Pole #55045. Elevation - 259.64
x 260.74 - EXIST
11 PROPOSED M SHED 3. Varve clay to be removed in leaching area and replaced with material rnee,,ting the
_ HOUSE I I approval of the town of South Windsor Health Department before placement of the
!� TF = 264.0 NOTE. ENCROACHMENTS leaching trenches
\ TO BE RESOLVED
INV.=
3514- 68, 260.0 7 '
125 GAL
4 HDCI SEP IC
PIPE TA_WK rn
� FL=259 FL= 259.40' N
75- --- ----- --
04 F L=2 59.0
3 co
W FL=259.0
o w Being Parcel B on a reap entitled "Subdivision Plan prepared for R� ~ I P p Robert �Ytarigliana .Aube
Road Extension South Windsor, Conn. Scale 1" 20' Sheet 1 of 1 Date 3-12-84 Revised
> -BOX W 4-13-84 Certified Class A-2 Richard Meehan L.L.S. 12330"
Of }--_'260 FL=259.0 TYP >
i
50'F Septic system based on a four bedroom house and a percolation rate of 1" in 13.33 minutes
-' 900 square feet of leaching area are provided by tour leaching trenches 75' long by 3' wide PERC. TEST g se and a 125G gallon tic tank
� p
100% c
RESERVE
TEST AREA
HOLE#1
O O
°- o x 259.23 x 259. 14 z
ocr
►_
a -
' w
I
0 40 8n 120
152.00' I.P '
MEMO
1,R. N 8(7- 39 - 30 W --�-
SNETCO \ 20 60 100
5045 _
EDGE OF PAVEMENT — - — -- -- —
BENCH M ARK Fri' �- MEEHAN ASSOCIATES
M I L L E R R. R. SPIKE IN POLE O 3 ROAD :APR FFy':G = �_��
o I :�o y Consulting Engineers— Surveyors, P.C.
ELEV. = 259 64 258 = �+ � 2�.�;_ \111W 387 North Main Street • Manchester, CT 06040
LEGEND
O I.R. — EXISTING IRON ROD •• �"��
No. 12330 PLAN PREPARED FOR
•I. P. — EXISTING IRON PIN
�0,. ct;`
x 260— EXISTING SPOT ELEVATION �� ��CEN�� ���•
.sua�'� °''• RIJEAN JACQUES
x�—PROPOSED SPOT ELEVATION """""""'
-260-- — ELEVATION CONTOUR I HEREBY CERTIFY THAT THIS MAP AND SURVEY WF RE PREPARED IN A;'COR- REVISIONS MILLER ROAD SOUTH W I N D SOR CONN
26 - PROPOSED CONTOUR DANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE COhL DATE APPROVED
OF PRACTICE FOR STANDARDS OF ACCURACY" OF SURVEYS AND MAPS, ADOP- 12 - 3 - 84 R.M. FOR B U I L D I N G PURPOSES O N LY
TED DECEMBER 10, 1975 BY THE CONNECTICI.;T ASSOCIATION OF LANr, SURVEY
ORS INC.
SCALE 1 = 2 0' DRN. J. P FILE NO. SHEET NO
841581
ZI DATE 11 - 1 6 - 84 TRD. A. V.H. I OF I
1 4 - 34
N 182633. 2606
O N / F B R A I L S F O R D 26 E 204806.3762 1' Test-Hole #1
I. R. = S 86- - 39 -50 E I/2 I P
rill-6" Organic topsoil and leaf litter
\ I
6"-16" Silty loam
x 261. 68 152.00 1611-34" Varve clay and some silt
34"-78" Red coarse sand and gravel, some stones, loose to medwi-n compact
Surface ;Mottling at 34" No Ledge FINISHED GRADE
o
No \k ater entering hole Root growth to 42" 10°MIN.
BACKFI LL o D o ° n Ix
oTest Hole #2 2 2 SALT HAY, UNTREATED BUILDING PAPER
2 p eOR FILTER FABRIC
0"-4" Organic topsoil and leaf litter
n p
} 4"-28" Brown silt clay FLOW LINE��- �i Y Y T4' 4 PERT PVC PIPE
28 90 Red coarse sand and gravel with stones, medium compact ELEVATIONb
aj a 5 5 9.0 G d
O o k No ,�1ottling No Ledge I" BROKEN STONE OR CRUSHED STONE
z W a No water entering hole Root growth to 32"
5 0 6 CORRESPONDING TO ARTICLE M. 02.07
OF STATE OF CONNECTICUT SPECS
o Percolation rate equals 1 inch in 13.33 minutes I2' b Q P
c� Test observed by Bob Deptula and James Paggioli on 2/29/84 A
D UNDISTURBED SOIL
PROPOSED � b
O WELL � \TEST x 260.10 O47� BOTTOM OF TRENCH
I HOLE #k 2
w PARCEL B fo _
TYPICAL TRENCH CROSS- SECTION
0 37, 454.29 SD. FT. 2 '
O
NOT- TO SCALE
O 0.8598 AC. '
PARCEL A LO N/ F LUCIA
anti r 0
ON No
r r 13 2 —r 16 FUTURE p
NOTES
ENCLOSED
p 512.7 ' O.H. �WOOD 1�r �IPORCH rn 1. Horizontal and vertical control based on M.D.C. Daturn
Z, PECK I- -I22 �, I I 3 t 2. On-site bench mark set. Railroad spike set in Snetco Pole #5045. Elevation 259.64
.74 a 46 EXIST
SHED 3. Varve clay to be rerno ed in leaching area and replaced with material inegting the
_ approval of the town o,1 South Windsor Health Department before placement of the
EXISTING HOUSE
o, -ti NOTE, ENCROACHMENTS leaching trenches
391t `� \ TO BE RESOLVED
28' INV. =
'tL6.7' � 260.0 I7 t
CO'dERED 40' 125 GAL 1 7
ENTRANCES n - SEP IC ,.
rn 6.5'J" TAWK rs
'� 62 �L= 259.40' � t:LR I If 1L1) JUBSTANTIALL•l CORR Et'T. FOI iNDATION LOU ATED AS SHl)�'N.
FL=259. NO ZONING VIOLATIONS NOTED WITH RESPECT TO BU11_DING LOCATIONS.
NO CERTIFICATION IS EXPRESSED OR IMPLIED BY" THIS MAP UNLESS 11' BEARS
O
THE 1.1.1PRLSSION TYPE SEAL AND SIG\ATURL OF THE SURVEYOR WHOSE cD 75
-- - ---- AND REGISTRATION NUMBER rAPP[ BELOW.
---
cV } F L=2 59.0
c O
3 cD
Wr FL=259.0
o W Being Parcel B on a map entitled "S�;ncl� r .ion Planprepared� ~ ! for Robert %larigliana Aube
> Road Extension South Windsor. Conn. >cale I" 2��' Sheet l of I Date 3-12-84 Revised-BOX'�2 6 0 -�' FL=259.0 TYF > 4-1 3-84 Certified Class A-2 RI( hard %leehzn L.L.S. 1233011
� A } I
50`FY. o Septic system based on a four bedroom; house and a percolation rate of 1" in 13.33 Minutes
- 90G square feet of leaching area are .provided by four leaching trenches 7 7' long by 3' wide
-' and a 1250 gallon
PERC. TEST w g septic tank
100% Q
TEST
RESERVE
AREA O
w +I
HOLE# 1
O o O
°- x 259.23 x 259. 14 - z
O F
rn
a
' w
1 I
I 25a
120
_I 52.00' I.P FOUNDATION LOCATED AS O 40
I•R. N 860- 39 - 30 W IN SHOWN 3 /5 / 85
20 60 100
SNETCO
5045
EDGE OF '
BENCH MARK \\ Al
� � yGL� —1— MEEHAN ASSOCIATES
R. R. SPIKE IN POLE p 3 I �:� 9'y �r_
M I L L E R �, o ROAD 258 :*= ��♦ Consulting Engineers— Surveyors, P.C.
ELEV. = 259.64Zh
LEGEND __ �I-/ 387 North Main Street • Manchester, CT 06040
.= No. 12330
O I.R. — EXISTING IRON ROD
•I. P. — EXISTING IRON PIN ¢,�y•••���NS• y0,� PLAN PREPARED FOR
x 260— EXISTING SPOT ELEVATION V„�SU�R`1N```
R I J E A N J A C Q U E S
x PROPOSED SPOT ELEVATION
Q--
-260-- — ELEVATION CONTOUR
I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCOR- REVISIONS MILLER ROAD SOUTH W I N D SO R CON N
26 - PROPOSED CONTOUR DANCE WITH THE STANDARDS OF A CLASS A 2 SURVEY AS D' FIKED IN TM .CODE DATE APPROVED
OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOP- 12 - 3 - 84 R.M. FOR B U I L D I N G PURPOSES 0 N LY
TED DECEMBER 10, 1975 BY THE CONNECTICUT ASSOCIATION OF LAND SURVE'r-ORS INC. 3 -5 - 85 R. M.
SCALE I = 20' DRN. J. P FILE NO. SHEET NO
i�f. - - - - --- - --
DATE 1 1 - 1 6 - 84 TRD. A. V H . 841581
I OF 1 A1�D EF; \ti L.L.S. 12330
1 4 - 34