HomeMy WebLinkAboutPlanEXISTING SANITARY
MANHOLE
EXISTING SANITARY
MANHOLE
m--
N/F JERRY F. & KATHLEEN Y. OLD GARAGE TO EXISTING STORM
ANGELL BE REMOVED MANHOLE \
APPROXIMATELE AREA OF EXISTING - PROPOSED
TO BE ABANDONED PROPERLY SANITARY
86- —\� \ MANHOLE]
88 ►�
90 �7°
92 N77°52,23„� 15” I T 6�'�s� II .•'
94 297.23 \ - - \ 40'00
i N0 1 /
-�-- N
96 _ 90
1
1
98-- - 1GARp`Gf� OSEO OR E -�' •• \ \ 92
\- - ---
-- P 'OPOS
100 -- ---- _\ ` -
�O� '4
KG88°42'26'W � / \\
AREA =--39,21-0 S Q. FT. - ' G 24.68'
102 w > - / ' ' 96N54'37"W \\ \
0.900 ACRES -
15
G
104 - \ / / 239 °$`Q2 / -GARAGE TO BE RELOCATED e*\5wf- \
ON LOT No. 11 AS SHOWN NO
N/F PAUL H. &
VICTORIA M. KLEEMANN
LEGEND
\ ,.
106 � - _ _ _ � -- -- --- _ _
APPROXIMATE \
•^ RELOCATED
GARAGE
108 (p. -- — -- ,AREA = 39,093 SQ.FT,
Pl° --0.897 ACRES _ --
,104
0 � - - \ 15 879°17'46"W 106
11
360 830 r 108
1110
SAN MANHOLES AS NOTED
--�— CATCH BASINS
E�-- EXISTING WATER LINE
--- EXISTING CONTOURS
490 — PROPOSED CONTOURS
® WELL
SILTFENCE BARRIER
--� BUILDING SETBACK LINES
11 LOT NUMBERS
-X X x-- FENCELINES
EXISTING STORM DRAINAGE
�- POWER UTILITY POLES
Traverse PC
1. SET POSTS & EXCA'V'ATE A 6X6"
TREN(lt SET POST DOWNSLOPE.
ANLE 10 p
UPSLOPE FOR
STABNITY FK -STS
=1iL
u' MIN DEPTH
3. ATTA(`HF[LTER FABRIC' TO THE WIRE
FFN-CD(i A EXTEND TO THE TRENCH.
F'LTER
Fg3RFC ��
i�
I�
_Ii= =i11 -7111=
N/F EVERETT V. SMITH &
JERRY F. ANGELL
2. STAPLE THE WIRE MESH
FENCING TO ENP POST.
WIRE
FENCING ---�
I I
III
II =III -III- -j I =III =1i1
=i Ll
4. BACKFILL THE TRENCH & COMPACT
THE EXCAVATED SOIL.
I
COMPACTED
BACKFILL 1
II
(!I =111=III= 1 =III =11�
=1f1 I
TYPICAL INSTALLATION
SYNTHETIC FfLTPR FABRIC
S 17°29'58"E
LC=84.84'
R=113.00'
A=86.97'
T=45.77'
D=44005'54"
S37049'42"E
LC=14.84'
R=247.00'
A=14.84'
T=7.42'
D=3°26'33"
PROPOSED
SANITARY
MANHOLE
•
N28027'24"W
LC=65.80'
R=247.00'
A=66.00'
T=33.20'
D=15°18'35"
S 15°45'09"E
LC=57.93'
R=329.11'
A=58.01'
T=29.08'
D=10°05'54"
REFERANCE NOTE:
THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE
REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS
20-30OB-1 THROUGH 2O-3006-20 AND THE "STANDARDS FOR SURVEYS
AND MAPS IN THE STATE OF CONNECTICUT" ADOPTED FOR USE
THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON
SEPTEMBER 26, 1996.
THE TYPE OF SURVEY IS A "GENERAL LOCATION SURVEY."
THE HORIZONTAL ACCURACY CONFORMS TO "D" STANDARDS.
THIS MAP WAS CREATED FROM RECORD RESEARCH, OTHER MAPS,
LIMITED FIELD MEASUREMENTS AND OTHER SOURCES. IT IS N01'TO
BE CONSTRUED AS A PROPERTY/BOUNDARY OR LIMITED
PROPERTY/BOUNDARY SURVEY AND IS SUBJECT TO SUCH FACTS
AS SAID SURVEYS MAY DISCLOSE.
"TO MY KNOWLEDGE AND BELIEF
THIS MAP IS SUBSTANTIALLY CORRECT
AS NOTED HEREON."
15776
CHARLES R. DUTCH, L.S. LICENSE NUMBER
LOCATION MAP
SCALE ,•=,aoa
MAP REFERENCES
SUBDIVISION MAP OF LAND OF EVERETT V. SMITH & JERRY F. ANGELL - COOK
DRIVE - MONTVILLE, CONNECTICUT - DATE DEC. 3) 1997 - REVISED 1/28/98 -
SCALE 1" = 40' - SKEET 1 OF 1 - BY CHANDLER, PALMER & KING
TOWN OF MONTVILLE COOK ROAD - DRAINAGE AND WATER MAIN
IMPROVEMENTS - EILAN AND (PROFILE - DATE MAY 1999 - SHEET 2 REVISED
THROUGH 7/01 - PROJECT NO. CL -98-1782X - CL -99-2117 - BY CLA ENGINEERS,
INC.
DIVISION OF LAND
PREPARED FOR
CHRISTIAN CASE
41 COOK ROAD - MONTVILLE, CONNECTICUT
SCALE 1" = 40' - MARCH 3, 2010
40' 0 40' $01
DUTCH & ASSOCIATES
CIVIL ENGINEERS &LAND SURVEYORS
392 SOUTH MAIN STREET, COLCHESTER, CONN.
PHONE: 537-3465
1
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JOB No. 10-107