HomeMy WebLinkAboutLocation & Topo Survey (med)yR.
1,V - BIT. CONC.
FgAVEVENT (MIN.)
8 " BANK RUN
W 5%
GRAVEL (.VIN,)
SECTIOW "I /v -,-T f W
NOT TO SCAILE
GRAVEL TRAVEL
SURFACE
PAVE TO HIGH WAYISTREETIL INE
3% SLOPE MAX. FOR FIRST 25'
MAINTAIN 1!F LIP AT
EDGE OF PAVEMENT
SEE SECTION 'VIEW
4_S.7
BITUMINOUS
Y,
5' RADIUS CONCRETE
(_Yp.)
Ex(3A,vAT`rl_,
t
T
N,'_',')T 0
T SF 1
COMPA17 TED
BACKFILL
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Ext'STiNG GR40_r
UNDISTURBEE
GROIUND
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os
SAMI�RY SEWER MANHOLE
`Ti)
U'r,'-s! i -V POLE
CL&P
ill""N,- ECTICUT LIGHT AND POWER
REC.
TYP.
T.V ISL
S. F.
SO FEET
FF
17fj1%,,i1l14 FLOOR
BSMT
6A W If. --N T
SAN.
SAliti-ARY
INV.
INVE 'IT
ELEV.
ELE_ti MON
W/
WITr
BUIL. ING SETBACK LINE
'- E ,'7NG CONTOUR
X!-'-
PRCIOSED CONTOUR
124.0
PRG,?OSED SPOT ELEVATION
?
LOT#l 3) T I
N/F
WILLIAM R. PETRONE
4 5
EXISTING F-OC,iNG GRAIN %*
SEWER IP'
PAVED DRIVEWAY OUTLET t CATCH BASIN TYPE "C"
STUB T.F. 409.95
ELIC) COURT APRON
EXISTING 8 "PVC
SAN -SEWER LINE
R= 806.22
L= 103.12'
TAN= 51.63'
N/F DELTA= 07'19'44"
LUC._'/LLE GREEN CHORD= 10,3,05'
CHORD BRG= S) 00*55"51-5, w
GRAPHIC SCALE
10 20 40
( IN FEET )
I inch = 20 ft.
CL&P
6012
EXISTING 8"PVC
SAN -SEWER LINE
R= 25.00'
L= 39.36'
TAN= 25,09"
DE TA- .90' 12"4 0,
CHORD= 35.42'
CHORD BPG= S 40*21;Z'
"TO my -kwWLEDND BELIEF THIS MAP IS
SuBc_F,4_ (�FlAily. C ECT AS NOTED HEREON.
N,�� F ISD
r�
PN �J.
L!_t: -,-
it
;)3 - 0z
F,j TC
loC_l/4-lrlTo!N_!A4Ap
SCALE: 1"=2000'
W09E __/ S
J/.7TY
I}- AND MAP HAS BEEN PREPARED IN ACCORDANCE -
-E WITH SECTIONS 20-3008-1 T-HROUGH 203008-20 OF
AND MAP N E F
-A 7 -/ONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS L S I THE STATE TE 0
AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND -SURVEYORS, INC. IT IS AN IMPROVEMENT
D TOPOGRAPHIC SURVEY BASED ON DEPENDENT RESURVEY (MAP REF 4. A.) AND CONFORMS TO
TE
CLASS 78" AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARD IT I5 t IN NDEO TO
BE' USED FOR
. ,;DVENT.
4
ES AND BEARINGS AS SHOWN WERE DERIVED FROM REFERENCE. MAP . A..
3D VERTICAL DATUM AS SHOWN ARE DERIVED FROM A( T -[JAL r! LD 'S]RVEY AND ARE BASED ON AN
Ai 4 7-^ .-
)JJ 4�11_
p
T1
PREPARE UA b,
40' PREPARED BY CHANDLER, PALMER & KING
JFvvl-WAY AND UTILITIES. THE PROPOSED HOUSE WILL BE SERVICED BY ON SITE WELL AND MUNICIPAL. SEWER.
`3A_ INVOLVES THE CONSTRUCTION OF A SINGLE FAMILY RESIDENTIAL HOUSE THIS SITE IS LOCATED IN AN R-20
UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS 94D ELEVATIONS
BUT NOT LIMITED TO, THE EXISTING SANITARY SEWER STUB AT THE PROPOSED TIE-IN CONNECTION LOCATION,
ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT "CALL -BEFORE-YOLI -DIG" AT It -80,0-922-445,9? AT LEAST 48
JR TO ANY EXCAVATION.
-NER HOUSE CONNECTION SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABIE TOWN OF MONTVILLE WATER
J- L
NTROL
AUTHORITY SPECIRCATIONS.
ROM THE APPROVED OE"IGN PLAN SHALL BE ALL "''WED WITHOUT PRIOR APPROVAL FROM BOUNDARIES LLC.
D:A/FNS/ONS, SEE BUILDING PLANS.
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PRE-PAR'D FOiR
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L
�'�}' I�C3%<� 't l ''IC}f
LOT #2 ELroN Cu"URT
MONTVILLE, CONNECTICUT
-ALE: 1 =20'
MAY 2002 J 0 B D N0. 0 2 09