HomeMy WebLinkAboutAs-Built Road 08-20111:5
v
SEE S
CB (TYPE 'C')
T.F. 360.59
INV 355.20 (IN)
INV 354.89 (OUT)
0 364.83+
0 0
1EGEND &A1313RE 'VL1710'NS
TYP TYPICAL
O REBAR SET JUNE 2011
O DRILL HOLE SET JUNE 2011
13 CONCRETE MONUMENT SET JUNE 2011
ANGLE POINT
N/F NOW OR FORMERLY
CB CATCH BASIN
HDPE HIGH DENSITY POLYETHLYENE
INV INVERT
T. F. TOP OF FRAME
BCLC BITUMINOUS CONCRETE LIP CURB
Pm CATCH BASIN
DOUBLE CATCH BASIN
0 LIGHT POLE
--40-- EXISTING CONTOUR LINE
EO ELECTRIC MANHOLE
Li
E ® UTILITY HANDHOLE
® DRAINAGE MANHOLE
6 SUBDIVISION LOT NUMBER
O
N
I
N DMH DRAINAGE MANHOLE
I
O MBGR METAL BEAM GUARD RAIL
Li X 300.00 EXISTING SPOT GRADE
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0
ja nb artrs
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3
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L*L*Co
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LAND SURVEYING N CIVIL ENGINEERING - LAND PLANNING
M COMMERCIAL & RESIDENTIAL DEVELOPMENT
INLAND WETLAND DELINEATION
I
0
C
P.O. BOX 184
179 PACHAUG RIVER DRIVE
GRISWOLD, CONNECTICUT 06351
cn TELEPHONE (860) 376-2006
w FAX (860) 376-5899
0O 2011 BOUNDAREES LLC
w THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY
PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO 9E
o DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION
j OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC.
a.
NO POINT SET AT THIS PROPERTY CORNER,
POINT IS ON ELECTRIC MANHOLE \
4
BITUMINOUS DRIVE
S
FE (HDPE)
INV 307.09
DMH
T.F. 321.74
INV 318.49 (IN)
INV 310.90 (OUT)
UQ (11 rc L, /
T.F. 344.25
INV 340.97 (OUT)
SHADED AREA
DENOTES PROPOSED 30'
DRAINAGE EASEMENT
IN FAVOR OF THE TOWN
OF MONTVILLE
RIP RAP PLUNGE POOL
* RIP RAP EXTENDS
v✓ t . . •v f �I W
T. F. 341.15 o
INV (NW)337.74 (IN) _
INV (SW)337.63 (IN)
INV (SE)337.52 (OUT)
DOUBLE CB (DROP INLET)
T.F, 345, 94
INV 343.75 (IN)12"
INV 344.0,9 (IN)6"
INV 340.04 (OUT)
w
CL
CONCRETE COVER Cl
T.F 351.80 x
INV INACCESSIBLE II N
YARD DRAIN
T.F. 354.92
INV 352.80 (OUT) °)
C,X/
Cli t"Zt
XUI A
1
,1
1
CB (TYPE 'C')
T.F. 341.14
INV 337.93 (IN)
INV 338.08 (OUT)
,1
OPEN
SPACE
11
-CB (TYPE 'C')
T. F. 340.42
INV 334.67 (IN)
INV 333.22 (OUT)
- CB (TYPE 'C')
T.F. 340.38
INV (W)335.57 (IN)
INV (S)335.47 (IN)
INV (E)335.67 (OUT)
DOUBLE CB (TYPE 'C')
T.F. 340.63
INV 337.72 (IN)
INV 335.91 (OUT)
�9\
%FAWN' S
r--/-ROADOW
� SITE
LOCATION
LOCATION MAP
SCALE: 1 "=1000'
SV`t,Llam.Ey W09' S
/ 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE
REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS
DMH (FRAME PERMINENTLY NOT 20-300E-1 THROUGH 2O-30OB-20 AND THE "STANDARDS
ATTATCHED TO MANHOLE RISER) FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT"
T.F. 304.79 AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND
INV 300.06 (IN) SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A
INV 300.03 (OUT) TOPOGRAPHIC SURVEY, BASED ON DEPENDENT RESURVEY
® /,\��� DMH (FRAME PERMINENTLY NOT
\ / lxl� ATTATCHED TO MANHOLE RISER)
\ T.F. 314.44
INV 309.60 (IN)
`9� J/ INV 309.59 (OUT)
CB (TYPE 'C')
T.F. 336.06
INV 332.52 (OUT)
BITUMINOUS
DRIVE
\ 3+00 \ 333.34+ \ \ 4331.83
Cn 334.76 ) ) S33'58'25 „E ' j
1
+336.43 14-+-00
4' WIDE, 18" HIGH k�� 1 �� -� / --✓
CONCRETE: CULVERT SCLC CAPECOD
OPEN BOTTOM STYLE +337.32 15 "HDPE
(TYP) `�6' . C "CAPECOD"
......+, 1 ,. - STYLE----....�
MBGR I CB (TYPE C)
T.F. 336.11
INV 332.65 (1N) CB (TYPE 't:')
RIP FAP--'� J INV 332.68 (OUT) T.F. 330:'35 8" HDPE
AFF }339.sa 0 INV (NW)325.93 (IN)
15±00
340 INV (5)326.40 (IN) BITUMINOUS DRIVE
R=250.00' INV (NE)326.22 (OUT) g \
�4 O. L=247.33' d
X + 340.71 TAN= 134.85'
N,`g
DELTA=56'41 '06" +
T 4 . .\
NV = 3'38.58 CHORD=23737 `- \
CH BRG=N62'18'58"W
'341.10 CL
INV = 339.03 -
l.. 341.38 X 69
ti o�
�o
/UTILITY BOXES
lTvp)
TRANSFORMER PAD \
(NP) \
--- DOUBLE CB (TYPE 'C')
T.F. 327.44
INV 324.54 (IN)
INV 323.71 (OUT)
0
GRAPHIC SCALE
40 0 20 40 80 160 'TO MY KNOWLEDGE_ AND BELIEF THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTE HETT�EON.
B 1
( IN FEET)
70016
1 inch = 40 ft.
JOHN LI: FAULISE" JR. L.7171 LICENSE NO. ,4 TE
AND CONFORMS TO TOPOGRAPHIC CLASS T-2 AND VERTICAL
CLASS V-2 ACCURACY STANDARDS. IT IS INTENDED TO
DEPICT AS BUILT CONDITIONS OF FAWN'S MEADOW ROAD.
PROPERTY/STREETLINE DEPICTED HEREON WAS DERIVED
DIRECTLY FROM REFERENCE MAP 4A.
2. THE ACTUAL FIELD SURVEY WAS COMPLETED ON
MAY 20, 2011.
3. BEARINGS AND NORTH OREINTATION AS DEPICTED HEREON
ARE BASED UPON REFERENCE MAP 4A. VERTICAL DATUMS
DEPICTED HEREON ARE BASE UPON REFERENCE MAP 4A
4. MAP REFERENCE,
A. "RESUBDIVISION PLAN, FAWN'S VIEW, LYNCH HILL
ROAD, MONTVILLE, CONNECTICUT, PREPARED FOR
STONEHENGE PILLARS, LLC, JUNE 2005, REVISED TO:
JANUARY 18, 2006, SHEETS 1 THROUGH 16,"
PREPARED BY CLA ENGINEERS, INC.
5. THE EXISTING RIGHT OF WAY AREA FOR FAWN'S MEADOW
ROAD IS 1.85.± ACRES (80,795± SF).
Fil �1�1
��
rig
1 L ti,
To/POGRAI'3-fIC S U RTE Y
".ALS-BZ.11l2rPL.AX - �.1qlANN`S �VlEAD0W ROAD if
PREPARED FOR
PlCERJVE` D"VElOP.�IENT'
FAWN'S MEADOW ROAD
MONTVILLE, CONNECTICUT
SCALE: 1 "=40' AUGUST 2011 JOB I.D. N0. 10-1933