HomeMy WebLinkAboutAs Built 11061986=714, m-- 5 N�ww.*
I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE
�iperms►s�,,%, of CON
ti 4IV 0 '��
Legend PREPARED IN ACCORDANCE WITH THE STANDARDS OF A
040
CLASS A - 2 SURVEY AS DEFINED IN THE CODE OF - 9 �*
O DR/LL hVLEPRACTICE FOR STANDARDS OF ACCURACY OF SURVEYSr tiw o
* IRON PIPE AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDEDor
.
® MBWSTONE BY THE CONNECTICUT ASSOCIATION OF LAND r9ML430
e TEST Has SURVEYORS, INC. AND IS SUBSTANIALLY CORRECT TO M
THE BEST OF MY KNOWLEDGE AND BELIEF. ° 11b'
0 PE RK TEST oE•:� \
- - - - - - - EXIST/NG CON TO URS '- ; ' "'Io f a vF l ' ? p�.•'v r
STONEWALL ---�°" 13uqqc
n� 'I$two
�'
WFTLAND AREAS TITLE LAND SURVEYOR No. 116/9 CBo,•
_ PROPERTY LINE DATE ..JUNE 25 , /986-
!?GOO \ ,
- HIGHWAY LINE
--- RIGHT OF WAY L/M/TS \0a'
01 LIMITS OF WETLAND Perk Test Da ta:
TESTS PERFORMED ON 6/19/86 BY D. W. GER WICK ENGINEERING DEPTH = 32 `r
PERK TESTA"
TIM E / NTERVA L DEPTH DROP RATE
4:34 - 19 1/4 - -
4:36 2 21 1/4 2 1.0 roti 'T
4:38 2 22 314 11/2 1.3
Test Hole Data : 4 40 2 24 I I/4 L6 431
4:42 2 25 1/4 1114 L6
TEST HALE No. / 4:44 2 26 1/4 1 2.0 04004 POO \
0 = /2" TOP"4:46 2 27 I/4 I 2.0 010�,
/2 = 27"SYJBSOX 4:48 2 28 3A 2.7
"ANDY CLAY MOTTLING 4--50 2 28 3/4 3/4 2.7
27'-60** S w/ _ \ \
LESS THAN 3" WATER REMAINING
60 - 98 GRAVEL w/ TRACES OF CLAY .�'.
440
WATER AT 63" PERK TEST "8
AIIOTTL/NG AT 27 TIME INTERVAL DEPTH DROP RATE
NO LEDGE
PERK TEST : DEPTH 30 1 /" = 4 min. : 58 _ 20 1/4 - - ti0
WITNESSED BY D. MARTIN 4
SEPT. 4 a 5,1986 5:00 2 21 3/8 / I/8 1.8
5:02 2 22 1/8 3/4 2. 44 -
7 \
TEST HOLE No. 2
/4 2.7 s s'� --- _
0 24'' PRE'VI'OUS /-ZL 5:04 2 22 7/8 3 _ - \ \ \ \
5:06 2 23 1/2 5/8 3.2 2 -
24'! 311 TC!°SO/L 5: 08 2 24 1/2 4.0 /e� sem„ 01
30 -52 SUBSD/L 5:10 2 24 112 1/2 4.0 -
52"-96"GRAVEL w/TRACES OF CLAY
WATER AT 67" 515 5 25 1/2 / 5.0 _ •ie, -__ -_ - -_ ---
5 20 5 26 1/2 / 5.0 - - - N44o_
MOTTLING AT 30" /6 -J3
'•
NO LEDGE
5:25 5 27 1/2 / 5.0�7g�
.. .. 5:30 5 28 1/8 5/8 8.0 E
9000'
PERK TEST• DEPTH 30 , I = 6min.
WITNESSED BY D. MARTIN 5:35 5 28 3/4 5/8 80
SEPT. 4 A 5 , 1986 5:40 5 29 3/8 5/8 8.0
TEST MOLE No. 3
LESS THAN 3" WATER REMAINING , -' � ' --- - _ _ WELL ` - -
\\ ,
71)
0' -9 WELL TOPSOIL , \ �j,0 \
9'- 24 SUBSOIL
240-74" FINE S4NDY CLAY OR
LEDGE AT 74" i�< 21 5 012 ac \
NO WATER
\
PERK TEST: DEPTH 30 /"= 2 min.WITNESSED BY D. MARTIN, SEPT. 4 A 5, 1986
TEST hVLE No. A � Q-
0'� 7 `� TOPSOIL / QQ
7 "-24" , WDY LOAM SUBSO/L ` C \ \ y
24 •- 30 MED. SAND � 1 /
72" COARSE SAM7Y GRAVEL w/COBBLES � V ?� , � �p J
WA7ERAT60" j Q��� TPA jig t
SPOT MOTTLING AT 36 /
ci
P �� 0 r r
TEST HOLE No. B ► �) v o
0`� 8 "7OPSOIL i < < ,// 'i 'O� ES�� I � 1 -
`� 24��SUBSO/L � 7 R � � � � � 3
24 48"F/NE-TIED. SAND I �
48 `- 84 `!70URSF STOINY GRA VEL I I ^
WATER AT 72" I '/ ��; //LPG SEPTIC
MOTTLING AT 45 -j" / / /� / / / TR�� L TANK
TEST HALE No. C rp C,i P °
40
OR /2" TOPSO/L C�� / `' / r
I2'= 36 "L OA M Y SUBSOIL
l '' ' 42
, PrP
- 5 CI
36 -/02 STA'VY GRAVEL w/COBBLES
NO WATER OR MO TTL /NG , </ / / / / of r �
QS� / / / <,4/� j / P r 9 ,/ / 5 48 N4'30' 27.3 j.. _ = -„=� - av / 4
TEST HAC £ No. D \ i Qv AR
's43'D W� 3QiD �,�
19 j8
�
\
\
`i
i
1
/
/
/
/
/
/
/
/
r
139 '8
\ 27
19-15 TUf'I - I v 2
6''_ 24" SANDY LRAM SUBSOIL '� �rPF �,'/ N660 IT E -
S66o_40- _
24 /00"F/RMFINE-MED SAND w1370NES ,�Oj
TEST HOLE No. E - 450
46
0=9�� TOPSOIL /----------- - - 2
T P, A '
9`= 28" STONY SUBSOAC ,!v Lot -��
Zd h (0 2r
28'=105~ F/RM S70V Y GRAVEL w/COBBLES �'h ^ f OR 2.814 Oc' J� / h
NO WATER Q4 AOTTLING • , 122, 569 a0)5� °�! / ' 47
i ' \ \
TEST HCL' E No. F / 20
Pµ PJE 0 _ _ - - _ - \
_ \
0" 8" TOPSOIL (0 / ti435
Gil 0 - _ -
8"24" SUBSOIL �M --'-' 1
" Y Ct�ARSE GRAVEL w/ COBBLES 1 � 57 w000s , 4
24 - 90 STAN
NO WATER OR MOTTLING
' I �
TEST HOLE NoG 152 a4o
'------" ,
11 ofI 54 r
0 - 8 TOPS L
8 `-24"SANDY LOAM '
of SAND SAME SILT ` _ I I
c'4-36 �4 .. ---- _-
' 94" FIRM S7i�NY GRAVEL i � ` 7E
36 7 A _ O _ - -�tA�'eALES LotPOSSIBLE MOTTL/NG AT50 LOt _2 O _�
NO WA TER O SHED 0 120 s. f. 0 R o 6 a f. OR I I
A ED 4 p -- -1-� 82,8905
5- I C w F 5 ti 0. 921 dc. 1 WELL 1.903 1 /
E D R `- A o 1
Li
DI?YWELL
3 ! 1
E S£ 0f� R R vcO
rFER3lu
PR F L S T
W 0 S - P h 0 SHED h 216
N
10
Z
TANK
PfiUPbtS
%' RO W p' �SHED O� HOWE -- 1\
A DOUG ENCS2V1WEO o� J r�SEPT/C
ILT
I �- TANK
S - a
EXISTING
HOUSE
1N Pi No. 967
r1' i
1
AR A E 4 to
� - i � 8 _ Q:08•_ 3;r'- 49 /�. W fW60AOSEO 3&nb. s 48woods.6 N i
6 , R9 592.79 ,' C� _ ;; �_-=1 , _ _ : `^
44-73 � L.EACH/N6 TRENCHES � ^ _ , R s /7o0ip - 3/ -
- / /3OO,
'
O : 89.29 1 C_ .S ._.__ � / TYPAO
�rNE \ ' ' 1 L 5.9 4
01N� s ,�� -v.o1 � %- '' e' '
-- ,393- 93 '
IL
W O S e � �A(o � 9 ° gas T------�----` ___ -.t-- 9 0 CH=
4 6 458.0
/
"W y 1. nn0 22 -22"W _ I _
N 8° 4 I 1 P9. 14' 458 4 BOT. COWL AARpV + c� s , «....��"^--..`, ' 1
452 5 --0,A06, s2?o- z f , ' w
- _ z _ a w_�o
-- No. r A o 40 _._.... ....------�r �9B B N4�o- ,�'
00
I 3 6 ' r 1111111111111111101 Tic _. ,� 16 4aJ B . : 6 I -- * p3 �`�."'' O
„
s 230 " 53 ' 162.00 l ' p:ON ____ .. _ --468, r �, O a d
11 f r.�� �o ti /V4�' ,' - I
R= 0 -640.00 '- 04 459.0 / �` .r S 04 r,,.. ,•, -,,,. ,
T / 5. /' 4 ,t17 4 � _. 135,41 N68 o- Z I - 4 5e. 4 _._. - _ � - ._. __ - _ _ 4a/ / P,i 4480
t, a B x t e__._
A - 26 96' c- 08.15 _ �, /+ltcw 97 ' T _ +b'
J. H 4. 6' L - S
2 CNt264• N/� 2 NEIGO �vL (� -__-- 679e O �-_..__. _`
458 38-05 6799 -4 8., !� V � , / , -_ , 441,0 , ,
N66 45.5 ON 45 ��� -''`` �cP 1
4 59' 0 aos 8fs• CNC` A ' CAylq 44,1
0
Area Map
\ GRAHY/C SCALE
/0100 O AXQ 2000 3000'
.o -- s=.o. oo 460.0 x 469 3 _ -
C D. �
r 469. x 5 ,136 9 x HES = _ - 40' / -
8a 08 3 W ,�4-46_26W - - - - - - - 43-9 ��
/ - _ _ - ;'` - - �460.5 i
40• ______x____ .\ GRAPHIC SCALE
46o.2 32 \ / 40 0 40 80 /20 160281
old N.
.4 60 BENCH MARK, ELEV. 460.98 450 44-1
/ ? , SP/KE /N POLE MOO
HELco � � / U.S 0. S. L 14TUM
�
6801 ?
m
"APPROVED BY THE CHAIRMAN Or THE MIONTV/LLE W47FR POLLUTION CONTROL
AU7'hlVR/TY, THE PUBL /C WORKS DLIII TOR, TH£ HEALTH OFF/CER, AND THE
F/RST SELt�TMAN."
HEALTH C*FICER
FIRST SELECTMAN r
"APP/,fOVFD BY THE MON T V/LLE fN/AG AND PL AWING CGMNW !0N-"
CHAIRMAN GW / (SWRETARY
"DATE C7F7 E7y01V OF f LC *VRK of
CHAIRMAN Cao SEWETARY
"fIOSSIVE SOL4R ENERGY 7ECHN10tCS AS PREXR/BED BY LAW HAVE
BEEN CONSIDERED /N THE DEVEL OPfM1IL'NT OF THIS PLAN "
SU9&k7DER R .,
LAND SURVEYOR
DATE
z� R2
�DA III
DArk
j
elk is ,. • rf yrt ' :mss. **: "! f .y :,wew^"a°
Ir
• ',,. � .� Ai # .�. _. . �.�. r •^y i .,.Nu/.Y:...,vly,.q� �y-: �IIA'iy rm ' �.dA
"Wt7iADLANO ACRES "
PLAN SHOW/Mi 9PER7Y Tt7 BE
,ev 1mD/V/OED BELONG/NG 7i7
1ARRY PICAZIO
967 ev n COLCHESTER ROAD
ON;rVILLE, CONNECT/CUT
ZONE: RA - 4p
TOTAL ACREAGE, /0, 65ACRES
SCALE: /" = 40 '
✓UNE 2S, /9 86
REIT AUG. 5 , 194Y6
REv OCT. /4, l9w
REV. NOV. 6, 1986
�104 - s[C�tt� 71990
SHEET/ c�z
.r
EXTEND BALES TO FORM COMPr.ETE
SED/MENTAT/ON POND PROVIDE STONE FILTER C�1'1 TLE7'
AS REOIJ49E0
' - FLOW FLOW "
BALES CF STRAW TOP VIEW
S TAKE DOWN
XTT TOGETHER
2- 2 x 2 x 8'MIN STAKES
EACH BALE
STRAW ORHAY BALE La4MS
FA4 ft7NOS OR USED ALOAKi-
TLL' GF SLOPE r,.,...._ ..._...
sols o,a a:,a
rrrvnri V/e W
Negri= t�tfom Vanaldr-amm" iDetall
NOT TO SCALE
"Property Owners "
O
Soil Map
2 H: I V SLOPE
MOL VF/ED R/
/0, O" or 20L 0 "
3 REVEAL t qr os directed
INS/TION BACKOFB/T.
TDP OF „ / COIVC. DRIVE
CURB s l lye•.
GUTTER LINE
I. HARRY P/CAZ/O
Z. B0Vd4WN 8 STELLA UIV6 HEUER
3. MAGNUS 8 DOROTHY WADE
4. CONN. LIGHT a POWER CO.
5. MAGNLLS A. 8 DOROTHY E. WADE
6. LEO 8 LILLIAN UNGEHEUER
7. MICHAEL E 8 DONNA M. JONES
8. JOHN T JR. 8 SDPWE B. DOUGLAS
9 CONN. L /GHT 8 POWER CO.
/0 STANLEY DOMBl OWSKI ✓R.
A STANLEY 8 AURARE A. DOMBROWSKI
SECT/ON K- K
RAWMENT -\ 6"
l 2" - 8"GRA VEL BASE
ADJUST SLOE TO MEET PROPOSED
CONTINUOUS DRIVEWAY GRADES
CONCRETE 2"CLASS 2
CURB/NG B/T. COAL.
SECT/ON J - J
Carb�n� sastallatiois rat 8!lrsmfaoas
Co�ss:s�ete ns��es
CRY .TFAaM
aitart s+sao. T�p�a�f
MIN. l.O' GRAVEL FIL L
50' - 18 " R C P SET TO GRADE
PROFILE SECT/ON A A
MORZ. I " = 5 '
VERT. I" = 5'
2H:- / V SLOPE
,MODIFIED RIP -RAP
0:%8
C1.. N !`I' C L_ NAR'.h.'r;T .L''4; {_
1`` I is ; )• CI F 1.... ()N `' } G E E: '`) E i_.. OF NT r"� i -C i V 'l -i I E=.
-
C .{. E-' : r'` rl : a n c:i r-` u Ea l., i n <, t- i- - 1 '_ -a t. e d c 1 e :A r'` i 1 i in :i t F.
-- H o m }-, i-' In n t: r' l _t c t i. o n a n ci I._t 't :i. 1 i. t 'r i. i j� :.-A1 J. w:t 1 J. o 1-)
-., , t i .._ _ S. t- � � ITS i. n '-:> t :.:I. 1..� t :l
r, i (.„ W ::'a v c- i0 I"1 t::> t r'` l..( c t; i. �..:! rl
i S C F~i F. E) }J I... I t`•} (=i C-' I:= r: i::i 1''`.I T' h' LJ r 'f a: Cl 1'•l r=i ►: f T k:! 1 T E _ ': a: T i== 111 F' F `';` i. M ENT"
t r r !._+. :Mt .-1-1-11. 1. r __ r -i ! r,h t :; L... MARCH 1"., 1 ''B 7
of r!+�I"f1+::' t-t:Jli � r'`t..l+-� :l�)r"I 7. =. �"'';�='�;:'+ t'Hs'C� C+n or i.abok..(t
r•,}; ; tni-fl 1-) +-: r-'
1':_5,1987
.1. ri .t _.t 1. l.: �. t i. i-) n
LA P C) rt +:::: ` ITI 1::.1 rS t :I. !:3 1'"1 � 7 T i = .I. i,•t? ::d r' '. r '� t I' i i::} f _t • :1 r- a � r !.. l ham' r:' a n ':: � ill :_i
C.)rr!rr)F:'1.)
t_ w ... ,-t r t c: (` t::7 'Y tll i ' •=il' c t.. =-' :=1-i i a i. ='' h: is n '' I C :?. l...t ::I T: I i 1,',10 ut r4 hl o l..t t C:} t -k 't..'.
_:i• 't: 1. n 1...1 o r µ 1_.t .^ .t I•... t +. t = '; 1 t 1'"I :=t n di n t',:' 1"1 +.t 't C) '`v'� +::� U 1; .1 .l ! hl
..
in 7.
T. ITI I i1 .',. ; :i t in I. `.` !...! ? 0 r1 C CI i T'1 ! =' 1. t �' t.: 1 0;_1 0 i' Ci t"' k_t. ED b 1 n q {::) f
Irl LF, I•-4 ! r. •-I C", rl f_, �. 'i-' r !-! -- 1- 1 + ; i ... A
_ ._ _
I:a per l••a :i. t; i I A DUSTL ESS SURFACE.
ij _ r1'%1P-f
- �'•' t ! cD r"1 +-} "=• •::'. !":+ 1. 1. 1 t '' ' ? r J. i n F F-' fl1 i^ !.. i t" , t. "s. t=! !'~t t + t' cor"I t" r, t?1 Fes'
1 .l t•�:a t^: L t:;}l t"!l}' t:�(??'!L'1 +::"+n'r.''?k_._., :l ;:�.:_ 1+:.�
M f:) r"I t: % ]. 1. !. k _s I" 1c +. I :I. b e } } ;:} h~+ r; l_t r p 1
.._ iTi .4' .-1 _ ..., �••� i
,... r •:. 1 ! 1 . _�. _• ;:�. r' ;_ .=�. .: t_) � . 1. ;::+ � •� _ _+ n t r"' +_+
ITi _+ !...t r' r 1 ri r_' F,C ;- ; f, l'_; 1
cj .1. i n e :+. = !_t r- ` _ h l +;� i,••! r 1 i �_+ r-' i {J t .� E c{. r e i _ '-J r'1 5 1 d k'; r-' e F� _ `r` F=
Ot ITr=:?.'�1_.lr tC! be 1mr--' 1 =mint d c _+i :l i+=11_ s 5kef
l • �. '`:.' t) :) +:::? - +::1 Ct 44 n =• 1. o 1:"f in +: + t - o n _ r. t_t C t: 1 +,! I--, -i t.; t h ie 1. 1 Fn 1 t ' �• (D t
_ _ _ -:,
I'�.l.rl+.. r7r.•_.,., r.-a..c•' - c ! ni- - -
t ! r r b:-711 tri f- •. ' `_-> , 1 • c a o C.1 3. t: 1 t.-+ r! : t 1. 3. 't: e =:- R k' +. ' 1 'r- 1. C (Tl C •::1 ' ,..t r' ti' =_ 1 r` i.
iTic:a.r1i.-J :kteC1 b••.•' :1. t,e-r�:•�'c 1'.' 1C+::_':JrI(-{ 1 t ;_' r-! _� 1 ;�I ==•!.tr"r'�` tll+_!. t meet
i • a rl + .:••t t'' (} ' W - e t 't' o r"• t: 1-i :!. n J. +.J kc' i. i. n -; r". C_: n 1 � E" r'' +) � .i. on n.,.
:7 r J 1 iTl i::' !"'! ?= k... cj !-. r_' c) } t i __. =: f .: t t" t: _+ fi ! m rt ri P' E- t- i _t
1 t; 1 i r1 e 5 +J 1 : t t_t r I::) an f e `.-:=: l 1 c1 }. t"' c kept; t, "I'l 11-1 1 1. ITU. ;T: l � 1 "t h
C) C? l_t '::'', in 'I< r-• i S t :' r-• V 1 1-1'q. ::!. r n 1 t 1+:• 1 r~; t t r t' } `• :a. I' d
:..� , . 1 1, n J. -3' 1 ca I"'t It L.. E + ! $ -• r' +_., 1 !TI ? n "r. 1::! _e r'` r 1 e r"" . c:) C i = !_t r e tia n a
: 1 Ca !-1 1 t :l C • i r-! '! t1 e P +:-+'-'• 1 t Z C+! i r=; t .l I'r1 +_ i`I 'i ; t� ti; f7 !-I +:7 =', •: .1 t:1
l:! .- t r r-' �. t _ , .... . , i... ' ':: `�> =. ; +..i �. ITI n �- :. .. , , a : ,
_ n c::k .l 1 >:_ +-- r-• � i.'I �� �••.� �.:•: t 1 �+. r -t t� +_- +�+rl t r =_+ 1.
- MAX/MUM CUTAND FILL SLOPES FOR DRIVEWAY BANKS AND OTHER DISTURBED AREAS
T r:: i" ;:::1 F:? T LI '. r =� "1" :i t::! t`1 SHALL NOT EXCEED 3- I .
T em p c-+ r=?. r-. ;.` C' i' ;_ 11 !_1 f �+ r..- h-! ct `/ . •=3 't r :a v -j mulch - h'1 c'i. l 1. be -z- applied on
all dis
t ._l r - b k.. +-1- are -a'--.5 t + p7 e oa i'l + ; c
E ' ' r"* i T1ca n f: r1 t• + c-- f ; 1. n - ; t rt d } ? r-' C-+ P �-' r� M •. I: --t.:' C 1 L".) f� ;1 }=' r� E L�! ct r' 't t :1 +r1 r1 • h c::t 1 !. i 7 C
ci C : + ] r r:i :l !-� r.l t- r-,, h L'1 } + %7 k_t 1 t1 �:' 1 r'l � ::� t C! r :'r5 t:� 1 .t ' •: E r' C� 1 J r! Control"
h --m nc11-:-,c)c)I•::„ I+ perrnaI!ent: cSi=.,edi.r"!q r_;annot he raccomp 1 i ht:_c1 Fricir
to ':jt:� i::--t-eT11:-+C'r seedlm- i'r'C1Ct�CjLkr�E'� 51"1 1 1 bE_
r .._ -
1.1.cjwei::1 -i'f!-)ri t::hile. win
ter and permanent C.+"'Er�1r-!a c i!ct1 1. L�CCLIrC
. 1 : •r_•j :� t_1 + t-. l..} , 1 :: E ] :� 1 i r r-
_ s-, 1-l..I 1. t_ .... :w�FF 1 i r, d t;'v h��an i C)r
NOTE : ALL EROSION & SEDIMENT CONTROL MEASURES WILL ,51E TIED TO
INDIVIDUAL ZONING PERMIT APPLICATIONS FOR HOME CONSTRUCTION.
F'E.Rhali=ihaENT SEED I NG
rr . ,
M.I.r"11tnLAm deInt;h cMompact ed 1---,oF'so1 .1.
...,. i i t ! 1. G3_ „ 1 ' _) '- 1. ': ,} -- I t? t' ra r t- 1 .I. 1.7- e r, p t ' r` Ed t r Ea
,_ ..._ 1 h:` �3 . i•�•: �? n t L.t L. I':: '�,! !_3 .{. +_kt:� r•.:1 r"' ::� ' = t; (:'' ra r�, <� C: I'' �
.,._ ..... 1..: h`E-FI 5 F::' 1 rl {a R E? Ci F c- c".. f I F"•+ Per,
E=' e r ` i_.z n n :i. E 1 F' ;� � : r" A-5 }:: r-' r c. +:
! L-''... ivi:l 1..{.+_1; Per' _Rc r'`c- c. t r 't;ab1 :l z 1 o n i
.,.:.., .'. .f. !4:) � ,. � , r� I, , � 1...1 I"1 1 •1 I F" '`�! t' C1 I'� is � '::.� ', W 7. I'i t:' t=' r'' �:: t'1 l..t '�: !:1 �w) IrJ r1 .!
NCERTIFIED BY THE MONTVILL E ZONING AND PLANNING
COMM ION."
W. (g�
CHAIRMAN DATE
I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE
PREPARED IN ACCORDANCE WITH THE STANDARDS OF A
CLASS A - 2 SURVEY AS DEFINED IN THE CODE OF
PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS
AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED
BY THE CONNECTICUT ASSOCIATION OF LAND
SURVEYORS, INC. AND IS SUBSTANIALLY CORRECT TO
THE BEST OF MY KNOWLEDGE AND BELIEF.
TITLE LAND SURVEYOR, No. 116/9
DATE __ JUNE 2 5, 1986
4s $40 ev
`PM -�• ��CJ'
m )r
4 4 I
< I q T IF
cc)
tIIfII/i10 r,'
aTum/NOUS CONCRETE, CLASS 2
�� �-♦ i '
I
COMPACTED GRAVEL 84SE -`
AOTE S'DEWALK WILL BE /lI 5TALL D AT EX/577NG ELEVATIONS
aud-upwaar& Typical
ZONING DISTRICT : RA -40
PROPOSED USE: RESIDIENr AL
REQUIRED FROV
MAX. FLOOR AREA RATIO
0.15
0.02
MIN. LOT AREA
40,000 s. f.
69,163 s.f.
MIN. LOT FRONTAGE
/50 ft.
162.00 ft.
MrM.. LOT WIDTH
/50ft.
/50 f/.
MIN. FRONT YARD
90N
90ft.
MIN. SIDE YARD
/5ft.
/5ft.
TOTAL WIDTH SIDE YARD
30ft.
30ft.
MIN. REAR YARD
50ft.
50ft.
MAX BLDG. HEIGHT
35 ,Y.
/7ft.
WAMIR SUPFLY ON SITE WELL
SEWERAGE DISPOSAL : ON SYTE SEPTIC SYSTEM
Notes:
I. SOIL CLASSIFICATIONS FROM .SY•YL SG04VFY OF NEW LANDGW COUNTY,
o. TWO WES7ENLY LOTS - *WDORIOGE w/SAME RIDGEBURY, LEICESTER 9 WHITMAN
A TWtO EAS7TRLY LOTS - CANTON 8 CHARL! RWV, 3 TO 8 % SLOPES
2. WETLAND LIMITS AND CLASSIFIC477ON rhWASOF WERE FLAGGED AAV DESIGNATED BY
RICHARD SNARSKI, CPSS No. 1975 AND FIELD LD!CATED THEREAFTER.
3. AREA SHOWN BETWEEN THE LINE 4110ft. FROM CENTERLINE OF THE OLD
COLCHESTER ROAD AND THE EXISTING PROPERTY LINE WILL BE DEEDED TD THE
TOWN OF MONTVILLE IN FEE.
4. ADDI TIONAL TEST PITS MAY BE REQUIRED BY THE MONTV/LLE SANITARIAN AT THE
TIME OF BUILDING PERMI T ON EACH LO T.
5. CLEAN- UP OPERATIIOIIIf;S CONSISTENT WITH SECTION 69 OF THE MONTVILLE
SUBDIVISION REGULATIONS WILL BE INSTITUTED UPON COMPLETION OF COA6rRUCrION.
DRIVE WA Y NOTES
I. THE AWNTV/LLE INLAND WETLAND COMMISSION GRANTED A LICENSE FOR THE DRIVEWAY
CROSSING AS SMOWN ON THE PLAN ON SEPTEMBER 24, 1986.
2. "THE FOLLOWING N034TION SHALL BE INCLUDED /N THE DEEDS OF CONVEYANCE TO LOTS
7A, 7C07D 8 7E.- ' THE PREMISES HEREIN CONVEYED CONTAIN INLAND WETLANDS. '
' REGU L A TED ACT/V I rl ES ' AS DEFINED IN 00NMECT/CUT GENERAL STATUTES SECTION
220 -38 (13) CANNOT BE CONDUCTED WITHIN A WETLAND AREA WI7HQUT FIRST OBTAINING
A PERMIT THEREFOR FROM THE MONTVILLE INLAND WETLANDS COAAWISSION. THE
8OUNDAR/ ES OF SAI D WE TLA ND A REA S A RE. SHt: WN ON THE SUBDI VISION MAP OF T HESE
PREMISES ON FLE /N THE MONTVILLE TOWN CLERK'S OFFICE AND HAVE BEEN ACCEPTED
AS SUBSTANTIAL L Y CORRECT BY THE MONTVILLE INLAND WETLAND COMMISSION. "
SIDEWALK NOTES
1.
SEE ShEET' 2 O 2 FOR SIDEWALK CONSTRU�N DETAIL.
2. REMOVE STONEWALL S VEGETATION AS NEEDED TO ALLOW SIDE W4LK CONSTRUCTION.
3. CUT OR FILL EXISTING GROUND AS SHOWN FOR SIDEWALK CONSTRUCTION. MATCH EXISTING
GRADES w/SIDESLOPES NOT TO EXCEED I V2 H: IV IN CUT AND 4H: IV IN FULL.
4. THE SCOPE OF THE PROFESSIONAL ENGINEER CERTIFICATION ON THIS PLAN IS LIMITED TO
SIDEWALK CONSTRUCTION ONLY.
5. SIDEWALKS MUST BE CONSTRGCTED ALONG THE FRONTAGE OF EACH LOT CONTAINED IN THIS
SUBDIVISION PRIOR TO THE ISSUANCE OF A CERT/FICA TE OF OCCUPANCY THEREFOR, BUT IN
NO EVENT LATER THAN FIVE YEARS FROM THE DATE OF SIGNATURE OF THIS PLAN BY THE
CNA/RMAN OR SECRETARY OF THE MONTVILLE PLANNING AND ZONING COMMISSION.
"W000LAN0 ACRES SUBDIVIROA14'
PLAN SHOW/Mi THE SUBD/V/S/OYV AF LAND
BEL ONGING ro
HARRY PICAZIO
967 OLD COLCHESTER ROAD
MON7VILLE, coNNEcrlcur
SCALE* AS SHOWN
JUNE zs, 1986
REV. AUG. 5, /9B6
REV. NOV. 6, 1986
SHEET2OF 2