Phase 2 0
llt�4
80
0
S E
05-47'
PROPOSED
ATCH BASM
0 UR
__—C!��L0,4
T
27,282, sq,-'ft.
0�
O�62 a c r*e's
200.00,
165.08,
MAP OF RELOCATED DRANAGE EASEMENT MADE FOR
—THE MICHAELS GROUP LLC_
TOWN OF QUEENSBURY COUNTY OF WARREN N,Y,
SCALE: 1 P'=50' DATE: APRIL 19, 1996
NOTICE
r 7
SOME CHANGES WERE MADE TO THE LAYOUT OF PHASE TWO LOTS v maba sell k Steves
SUBSEQUENTTO THE PREPARATION OF THIS DRAWING.THE FOLLOWING
DRAWING SHOWS THE FINAL PHASETWO LOT LAYOUT: LAND SURVEYORS,GLENS FALLS,NEW YORK
DWG.8632 1-P2)VAP OF CE�DAR COURT P111ISF.TWO FINAL PLAN DATED SEPTEMBER 24,1996 N,Y. STATE LIC, NO. 35617
321 D
0
N D
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N cj
vi G) O
r w M M Q
CL w
OU"Vi LG V1 (x
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a $ AO q
<c "t {n in
6'PERFORATED PIPE IN
SAND FILLED TRENCH
WTH F!L...R FRABIC
ON TOP SIDES&BOTTOM
8 PER-PPE-i ..I. 4 PN.'1.
AD
SAND MI_ tO
4,_e
DETAIL:
W Nl N
GROUND=370.72
INV.4"PERFORATED
FLEX PIPE 4 371.09
t RATED"1PE ......
FIT EIAfO _
p, GROUND-36701 � !1) 7 S( p\
4 PERFORATED PIPE b ^
J M
IN 16'x is" PUMPING fi"` ,,,f' , ..N✓"'..."'f � � �
STONE TRENCH STATION „q
35 3E 37 a
4 O
1,200 GALLON 63
SEPTIC TANK 1,200 GALLON
TOP 11'TANK \ SEPTIC TANK �H
M �5 APPROx.24"DEEP. TOP OF TANK ��1,200 OILER 5
,l APPRO X,16"DEEP. SEPTIC TANK
1,500 CALLON C68. TOP OF TANK
SEP PC TANK /{ C'R' APPROX.14'DEEP. In
O TOP OF TANK 9R 3
A "? APPROX.1&"DEEH
CEDAR _
B'I CD QPC
f�
INV,IN SOt)1}{=37025
£'
HVV POSSIBLE
N EAST=370.20 Oql' MIXEDLE � """'""------,._ "^'se„� ON
IN
v aur�azo,zz �'
18" D BELOW GRADE
6
G� sEwER sTnO PI � tir`b �,-.....,,,,,_. `"�.. �
39 40 _
28 41 42 43 9 -
1,200 GALLON ><
SEPTIC TANK p. 1200 GALLON
TOP OF TANK 200 GALLON� `' "9''�""' O SEPTIC TANK
SEP'f!C TANK E~1500 GALLON
APPROX.20"DEEP SFP'fIC TANK _
OP OF TANK
APPROX,12 PEEP, IYJI'OF TANK f
tNV OUT 88.g9 APPROK 10"DEEP.
J78.43
2tl' R.M...380.97 SEPTIC TANK .�".,...'".."'"'"' 12 E T, Kko
pbg VENTS IN--77 TOP OF TANK 1,2G0 Gfl1.LON _T"-` P�'
INV.OUT=371.62 APPROX,12"DEEP. , p-� RbBn 5
1200 GALLON SEPTIC TANK 7 [,
1,5DO GALLON \1 SEPTIC TANK
^7 SEP'11G TANK �jg}� d
TOP Of TANK R a
TOP OF TANK ¢'�'""- APPROX,8"DEEP, B R 5 6 8 4 ae di G
APPROX.16"OEE p TOP OF TANK 91 g 6$b 9q $F
48 APPROX.12"DEEP 1,200 GALLON S a F'b 2 5 GR F€
nr 47 46 '�� sEPnsTANK '4�'HIS,p4p1�a
LG } *, Be ND/fi 1.200'G AL ON BGDffi Rp
�� to 45 13 le cA n F;ct az GP C TANK gn u
`h({, Z1SC'Ap SFP17G ANK d��
r1 C. INV.N3,312.20 �5 _".�� \•`"\`'\\� `r APPROX.12 DEEP.
1,200 GALLON .,�\ `\
310.5R INV.OU7=372,00 rt SEPTIC TANK
h
Mf� 1200 GALLON \ -- !p
\ 200 GALLON 15
SEPTIC TANK r,
BEPiIO TANK �iJd 'v TOP OF TANK
v / r APPROX.2 APPROX
12"DEEP.
TOP OF
4 DEEP _,.."`_^`...-•-,...,,,.-_._..____",-.�,�.. X✓FR S) C'
R!M�3B2V .6i FIA6- -__ W
I
INV 10" %J N IN 3/2.OT
dE;. GMPv36H INV OUT=372.03 ".s'.» _...,".^^----«-•.-..._� -_...._____ 1' "' p>
=39A.48' lr -'-.�, --
a Ye; 1 200 GALLON .....,,.. INV N=373 29
F T C
"
3s> � SEPTIC TANK
sa 21P-RAP, � •C -
F�"�TOP OF TANK 1,200 CAI,ON
, x,.APPROX,16`DEEP, SEPTC TANK 1,200 GALLON
�'- TOP OF TANK S GALLON LEACHING BED SEPTIC TANK
"i" ±200 GALLON
APPROX.12"DEEP. SEPTIC TANK 5
In
TOP OF TANK --zp' LEACHING BED N C�
APPROX.IB"OEFP, 1 1,200 GALLON
SEPPC TANK
)OKI TOP OF TANK
22 AP P �
OX.12"DEEP ""^•-______rt I `�
27
" IO 20 (`�. q pp 7 -_ �PO$ING TANK
TOP Of '""^q... 1 1 1�Yt N?
RE2NTlON AREA U
T
LEACHING BED
LEACHING BED
Q0
ISO
co
(U -r
LEGEND:
v, va
a� tb
=DIRECTION of FLOW
r�
[j =CATCH BASIN
1.ALI.,MEASUREMENTS ARE TO APPROXIMATE ®ate 22 7
CENTERLINE OF SEPTIC;TANK AT INLET END. =FIRE HYDRANT
4"
2.SEPTIC SYSTEMS FOR BUILDING UNITS 1,2,7, GRAPHIC SCALE (D) =DRAINAGE MANHOLE
S,9,10,11&12 WERE INSTALLED BY LADD
ENTERPRISES,THE SEPTIC TANKS FOR THESE sa o 25 50 100 zoo
C SEWER MANHOLE AB
.»,.
SYSTEMS WERE NOT ACCESSIBLE AT TIME OF
AS--BUILT SURVEY.THE LOCATIONS AND SIZES -- --------
__S_.._. =GRAVITY EFFLUENT SEWER
SHOWN FOR THESE SYSTEMS IS FROM THE (IN FEET SEWAGE FORCE MAIN)
APPROVED DESIGN DRAWINGS AND NOT FROM -s--- = 1 1
1 inch 5U Yt, CEDAR COURT AS-BUILT
AS-BUILT MEASUREMENTS.
pWG.NU.8632iS
h,
Al
378 380 CEDAR COURr
381n_
382
S 015'40" -
LANs
oCuc.T NIX
121.42' ❑ 83
S'). __.-
c
,STAND PIPE t9 Q-
: I , ,--`_"_"_-----......f, mil.°-.- ______ ...- -•V,,_y
\ \
39
• ///^^^jjj \ \
0 l \\\
I ,
I n 4,822.sq.
J ~
' a v 0.34 acres' 17,435,sq.ft.
ca
40 acres
-- 133.58'
5 85'15'42°E
J ~~
4 _I 161.3,' 18.63' 146.42' 3e5
1 18,6_18,156.sq.ft. 4 I
0.41 go to
a
1:4,101.sq ft. -_- - -- f
1 0.32 acres —
L,
SO2a 0 f
47 46 rn
G � l It
4644
\ 00
gyp• �
i
i \ 86.37' J
as � 3.63' _-jD �� Q __
- •.. �
€36°15'4Q"6Y
i
I �:'7( r' f',_i i:` .:! r i.•'r, �/mot ! ,, f !v . ���
/ r i
I
MAP OF
CEDAR COURT PHASE TWO
E 1
FINAL PLAN
TOWN OF--
NSBURY 60UN7Y DF WARREN N.Y.
SCALE: 1 30 DATE St PTEME3EN 24 1996
`.RLAND _ rLENS FALLS,NEW Y13RK
N,Y STATE LIC.NO 35617
I
8632_t-P2
{
IT,
13 10
In z
1 Q)
EX15TING STORM ATER DETENTION BASH � �� / � � i 1 � I \-�- � �
TO REMAIN UNTL'HE NEW STORM DRAIN LINE f / ,, I cMP Q
-o, AND NEW DETENTI BARN ARE COMPLETED „�� r` �'`r,!`
r
\ 3 39 r a i t YOA LAND
6NC� I xlsr ear
SLLWAY 24` INV RI 3 73,81115TALL GEOTEXTILE PASRC
AND G-D'STONE r?RIP / / !f J _ AS T\Ya
"�. TOP ELEVATION 3Gq,5 ,/ / ' { F_E,
QV
NEW MANHOLE QV
RL
I RIM(I FIELD AD.t).45
INV OUT 373.3
{i \
V. 7 L.�STAND
I
\ CB
--
5t Y�f, ANC PIPE
v.
40 3� NEw EXPANDED/
\ - f 514RM WATER DETENrI N ARFAr-
\ \ \ \ f.. �- TOP50 ANDISEED.MULGFf VdrTH y
$HREDDED 5 RAW AND IN5TA
1 Y R1TC MESH/ERaSa GaNTRbL
\ \ 346 \, CULVERT END SEGTIQN .
i 4 -- NETTING ON ALL SCQPES f/ ��f1 NV"a7a.9 CMQ r-
�'6 `
STONE RIP RAP-- �-�s _�..
\\\ ` \ f ! 367 // C,ANNEL ur,wIDE ° w° _
PROPOSED T WNNOU5E5 _,. _ v. - qad� pia "�
3 UNITar4�v / y z
EXISTING STAR ATER \ 7
DETENriQN SA TO 6E 4 f l+
MaDIr7ED AND EN RGED--- /1�(.- � \ / � I 3G8
// CB / 1 P1 sue.
EXISTING DRAINAGE- - _-i EA t
15'GMP Ta BE a 369 ~'
EASEMENT Ta BE Av E % , � ' 144 /i _
f J4 -
i E� 370 72
374_....._-..- ��._f / � w'
PROPO5ED NEW ry_
Arab a�a° G ESA 5 T E / sO° ..- i 74'-,titil J' 1 f, - T7 j - -. //
/111��� } 78
%
r i 1 / tam T t 380
! "\ ,,\�
cn
PRPERT"!
PROPERTY LINE
PARTIAL SITE - EXISTING CONDITIONS SITE STORM,DRAINAGEI AT .
NOTICE
SOME CHANGES WERE MADE TO THE LAYOUT OF PHASE TWO LOTS
SUBSEQUFN'T TO THE PREPARATION OF THIS DRAWING:THE FOLLOWING q�
DRAWING SHOWS THE FINAL PHASE TWO LOT LA`OUT: Ems`
t DWG.$632I-P2,49APOFCEDAN COURB'l'FLASF TWO FINAL 1'F.AN DATED SEPTEMBER'24,1996
R iiE�()
i
`k
�1
1.X
26,954.sq.ft. a
" 1pG? 0.61 acres
\ d
DrJ "e 0 tp mow".• z �
yOt p � a '17,674.sq.ft.
0,40 acres 11
ea c.\ 12,498 sq.ft.
,
dg•
C 0.28 a r z w i
d
.39,713.sq.ft 35 36 r Q; a
0,91 acres 37 38 � o ca
COMMON AREA
124,544.sq,ft, a
2,85 acres
o �
ny"ti 70.00'
-" 95.57' 107.17'
44
~_
(7EDAR
7 7,08» ~ a S 05°15"40 _
___l ?
Co ko
z, ' 6 �a� 142,57° 37.43' o� S 5'40
88
29 ni �ap �`� e ti���a� i z 54.7 b>
23,273,sq.fL 39 40 � 18.342.s
0,53 acres 7 17,491,sq.Pt.e,?, tom§= 0.42 acres t. �x X k
2E ( 0.40 acres R7 " y`
W 11-5,924.sq.ft, ea SOLI} ..
CQ 0.31 acres w 41 29,268.sq ft.
46 _ 0.67 acres COMMON AREA
S f35"15'42"E ^� 1Qo 55,217.sq.ft.
�` S 8515'a2"E O] _ �"
205,47' 1 Cra 42
47 76.71 c' w \ 1.26 acres
cap C7 �, ' &' k-
� 14 7 43 S 35"15'42" a 0 S Via 15'42"EK'i o,
27 46 0.3 9.sq.ft. i 20. i 0
cy 3 acres o � 44' 2.06' CID
2? 31,101.sq.ft
c)
, 1I `vw t i
0.71 acres fz-'— a P� c� `0 qd1 �a q
44 a° C7, as 'ST
20,630.sq.ft. CO 17,34'7.s ft. 4• N
yX,S Kc a5 V, a d>> 0.47 acres q. R5 l `9c4� ��'
� 0.39 acres
`fJ 14 85,00' 6,242.sq.ft.
N s 37 acres
130.00' ��'O� .06 a 3 4'0
9,
DEEP 9_ 37.&m
35
E86,IDEP\N � S 83°45'43
N 85-15'4Q"�"_ �' fi�� �� �\ z 0747 acrres22 sq
ft
"
., 10
rYP CAL L4I'
Co po
cue 27,282,sq.ft. 2ti came COMMON AREA
0.62 acres "v 2X � m 20 ca tb 68,713,sq.ft,
r a 19 5.&acres 27,036.sq.ft. cy&�
200.00' is 17 t 0.62 acres 0 ff
15,197.sq.ft. " 3, 21,047.sq,ft, a �
165.08, 0.48 acres a�
0.34 acres 13,847,sq.ft. � S t
143.31 0.31 acres \
16,123.sq.ft, >
10'.33' 0.37 acress9
N£14°03'00"
161.6s'
63.00'
.124.99,
230.0z° �
0
°
N 33°45'40" 64'
,
J ,! /f�1
< f G <dGz fv�C i///!J1/] ,: r,,.,iv.6.,•;
MAP OF MODIFICATION TO AN APPROVED SUBDIVISION v~
KNOWN AS CEDAR COURT MADE FOR
ry
HE MICHAELS DEVELOPMENT GROUP
4q
a,X,.,yA 1u yF 2;f TOWN OF QUEENSBURY COUNTY OF WARREN N Y.
NOTICE
SOME CHANGES WFRE MADE To TuE LAYOUT O PHASE TWOLOTS � a` s � SCA E_ _� Q_ _ DAIE1JUNE 19.1995
SUBSEQUENT TO THE PREPARATION O 'rms DRAWING.TFIF'.FOLLOWING /
DRAWING SHOWS THE FINAL PHASE'I'WII LOT LAYOUT.
w
VanDusen k N eves
uc7f'ryd0••' LAND SURVEYORS,GLCNS FALLS,NEW YORK
D),VC.86321-P2 AfAP OF CEDAR COURT P4IASE TWO FINAL PLAN IDATFI)SEPTEMUER 24,1996
N,Y,STATE L-IC NO.35617
86321
,r-
NOTICE
��*� —.`- '•s•fir-a`,-
THESE ARE,THE ORIGINAL,SUBDIVISION PLANS FOR THE 6{eClODLYIV'S"AT °&"
CEDAR COURT SOME CHANGES WEIIE,MADE'TO"THE LAVOur OF LOTS AND
! �' UTILITIES DURING THE COURSE. OF DEVELOPMENT.THE FOLLOWING
\\ ATTACHED DRAWINGS SHOW MODIFICATIONS WHICH THE CURRENT
DEVELOPER IS AWARE OF:
' \ • DWG.56321 AfAPOFMODIFICATIONTOANAPPROYEDSUEDIVISION...DATED JUNE 19,1995
s DWG.86321DMAPOFRELOCATED DRAINAGE EAST<7ENT...DATED APRIL 19,1996
e DWG.96321-P2 RIAP OF CEDAR COURT I'MASETWO FINAL PLAN DATED SEPTEMBER 24,1996
• DWG.SP-1THE'WOOLFYN.SAT CEDAR COURTSTOR,IfDIBAINACE,ifODIFICATLON.SDATED.JUNEI1,1996
a ` � • DING.86321\ri1AP SIfOWINC;AS-lEtIILT CONDITIONSAT'4'IfE WOODLYN'S AT....DATED 6CTf3BEI122,1447
37 \ ;
x
OAS-
k `w,,, 37 \ 4`J r �<<_'� REPLACEMENT SYSTEM OUILDINGS e,f'AND C
' a°r • 3 3 t ir._ __�i i� _� DESIGN Fl_Ok'
7
i `` a, ,- --°"" ^'•'r ,\ i `� 12 UNITS O 450 GAL./DAY/UNIT
5.400 GAL/DAYUj
5,400 GPD/1.2 GPD/SF X 1.25%_5.624 Sr
74 2 [ate�/ � It 1 USE 140 X 40 LEACH BED SIZE
DOSING VOLUME
` ,°"' ^` � ✓"� ,ef 200^cn. e Gr/ 16&60=960 I_F
! � ��'P 960 L.F P 0.65 GAi_/!_.F,X 75%=470 GAL(62,8 CUBIC FEET)
FZ
j� ff
3z,/
/ fr
SEE SHEET 3 CHANGE TO 6 F00T ID CHAMBER
f rr 4 e��$ USE.GOULDS M00EL W\15120(100 6 PM 4�30'T D ti}
r
SET FLOAT CONTROLS 70 PUMP 470 GAL/CYCLE(261)
-------------------------
USE 2°PVC FORCE MAIN
1 Y�-"-�.,,�cg '' �.� �'� � f �g_„_"��--. "" �- _ 5-�s"t5,.�e e...�r a+a�<w _°;.- 1 .✓` °°� .�
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A' P -�--t.�,--rc----y»e�_ ,mac f -d---_ f -- -----._. __- ----=.>- '_'- .., ^-.,,-. \ T•A,a.+
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y
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s,, _ ! �. __. __ - - c•\ _ / d t f a NW: 4•4 _ VanDusen&Steves
t A�± o a°
t Lanc'Surveyors
n \ 1 t
J f \ ! 9e�� _ 1 \ tT ; Fa^ w Vy 4 r 1 I
s nr o \ 0 y a4 I tV Queensbut y,New York
< °^'t.__..,.._..___.______k-•.-w- -�v-`_ t � ,l d t CS! / �tia3 9
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C4 /
3-d aths ` fifmQ I Raymond Buckley,PE,
! r, \ ,clams* to Engineer
!tc f .. inau..,Q,,.,c.:�seMea-r ✓ f i .. p d
Oueensbury,New York
as /<a 3 9✓ / f / 1 l 1 J J f/i i//f!
k, fr .-•-'" ".-,..__..-~ __.--- ._. ._.__ ,• ,, 1 � e�t se ✓ �• fl -, f %_ _c__�-""`�- aa,.4-�•.. 1 r✓ it r J I If� f ///�/ � E�i�tz'f
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1, ' ✓I // f !!)/
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3�t 413'9C'4o°ud za,ac' C}RVYN.BY:
s� Gta( 1 a6 L1 LdC2La P!1 Gr2Id 3ttlt�i��$AG Ik tt,,�F. 33 JOB 8y9@3_
dG f I !f
s � � �} � !� 7 � t REVIS�DNS:
®4J�,u- l f � Gfttan�Nc �SE:wAok..Py.aN
'F01' KdW 10F `C'a 'tct°' ^'�"° '8!m "�5M %&4-c•,� 'P cuw�. %+. G-taa»t. 1 a�M �--�+1�G�a 8�f 1'- 1h��.[J`� ! c �
3
Ot
UND
N C� • �,
_ 6 4 c C}EPARThtEIlTt?PENVIRONMENT NS A
REGION 5--WARREN
N.Y
• � cII ----17 1Dat.t�..4�.-. �t..k�k'"1` rt
q W3R.se Plans
u, g GLVPc G .. __- Sheet T-itie:
M-FROVFD
! at the ESE PLANS ARE APPROVED FOR C ONS"f RUCTIC PLANNING BOAR0
are hereby aPi'l r - :IQ 4P,ava! c �• Q
•- .,.,ct f.)F THE WATER ftPSTRIEIUTIQN vYSTIrM P.„C7:" TOWN OF� UEENSBui2Y ` "
a` Env ironmenlF __. ,`T 4a�f D�Ut1
h,,..,,!3E ON SITE C711G?iNG CQNS'`FtUC1-9OIV WORK
"p-ft Ar;, p W fa S Y i a8�,Ala Lssued this dab
"1llF•d `G�Iy 1+1�4a^ r�r ,_
STATE CG !,,
�d71 CUvSt RVA1 ION Any Chances or viation must be spore a _ �.., ✓'y� -
RICHARA td.RQBERTS RaA2'E
U6r.J�\dlLa'T r / twr 1'hP.Water I�eDartarlv,. CHAIRMAN ShP9eY#
I31° r flmm
m,
x�'.
NOTICE
'THESE ARE THE ORIGINAL S6BDIVIS,10N FLANS FOR T11E,T3'f ODLYN'S AT
CEDAR COURT',SOME CHANGES WERE MADE,TO'HE'T,AYOUT OF LOTS AND
fl
UT'III'TIES AIRING\ TIII. C'C9EJI2SE (IId I9�VF1I,(3I'iNIF;NT.THE FOLLOWING
ATTACHED D"WINGS SHOW MODIFICATIONS WHICH THE CURRENT �'� � �
DEVELOPER IS AWARE CIF. � _ _J
\ `''��+,'^• [}WC.86321 b1Ad'OFwtIO,DPFICAT'IONTURN,9PPR0VF,Id SUBDIVISION...DATE[)JUNE 79,1945 _
DWG.86321D AMP OFRFLOCATEDDRAINAGE'EASEh9EN•T....DATEDAP'RIL19,1996Q)
ttiy� \` • DWG 86321-E2 MAP OF CEDAR COd1RTd'ITASFTWO FINAL I'I.AN DATED SEPTE,MI3ER 24,1496 fr I
t ® DWG hP-1 TILEWOODLYNSATCEDAR COURTSTORTfDRAINAG'EhIODIFICATION4 DATEDJUNE 11,I996
DWG 86321E IVAPSIIOWINCAS-BUILT CONDITIONSAT TYE WOODLYN`SAT....DATED OCTOBER 22,1997
RE,F�LACG,MFN[SYSTEM BUILDING S r�,E AND G
37� _,/ a - l — DESIGN FLOW
R +�_—
\ 12 UNI[S LR 450 GAL/DAY/UNIT-5,400 GAL/DAY
`p
5,400 GPD/1.2 GPD/S[X 1.25% 5,624 SF
G G
3)� �F.{t/� 'A t � '�`5d ,'j ^USE 140 X GO LEACH BED SIZE
DOSING VDLIiM'E
m„ ,o
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✓ / � " - sE f \ 960 LF @ 0 65 GA F f ,,,_•-"`p �\ �^ �, i ,» \--- ! / �,�,•.� � - L/I_. X 75%=470 GAL(62.8 CUOIC FELT)
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USE GOULDS MODEL WS1512D(100 6 PM C 30'T D H)
t SEI FLOAT CONTROLS TO PUMP 470 GAL/CYCLE(26#)
! ✓ g 111 r
! 0
USE 2°PVC FORCE MAIN
'�'--...._`.`S'.....--`--...
85
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i
iys.g�.�"'�t \-----._..— \ �n\,6 \� �.i 5 1\ d Surveyors
land Surve
e f t \ '$z' �_ t` \ Queensbury,New Ycark
{
ST
Raymond Buckley,P.E.M ^
a (tir°p�y° Engineer
! 4 ,
✓ i p ! 1 l j i ,// ( Oueensbury,New York
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$ 34
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«d.�. � fr` I / / /// C}RtAIPV.E3Y
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p ( CORK STATE DEPARTMENT OF ENVIRQNFAENTAtf OONSEP21
e E
REGION 5--WARRFNSEURG,N.Y=
se OF
t)ians
AE'M
r
tt c here g Sheet Title:
/1°PROVED t rl �ittp F
GYP ,
,- .... .....Cf the ESE'PLANS ARE APPROVED FOR CONSTRUC:TIC,' PLANNING SOARS
ry
are y a �1fIS��Pte
CIT THE N+AT-FR p!STRIBUTION SYSTEM --r"'Y TOiSN 0.QCI[:EN91iU2Y . ,. .,-I
Environment, S (..
}..i0'•Pe'A4b HriA6,6 flh`'f K+bGK-k^4IIt'- M':.�"RF ON SITE Dt1s-INS CONSTRUCTION V✓r7RK
Issued this daS. , g t
sv�+ vA,tqo� STATE CC c,I EIvTAP �"(R t� a
ICJ COid� Hitt,n Any Chances or deviat�an must be aPoroyE?r°
RLCkiARIT 11.ROt3CRiS '-`iJ.4 is i. SheetCHA7P
p� @w rho Water P:)eoarlmarl s
v ':d.,,u",r.�. r1AN
NOTICE
THESE ARE HE ORIGINAL SUBDIVISION PLANS FOR THE iI'OCFA)C.1'Cd'S AT
I
Ek
f'�'DAR(OURI;S€3ME("�IE1NGES WERE I ADE TO THE LAYOUT OF LOTS AND �1til % ,c, � f�
�._ UTILITIES DURINGaTHE COURSEOFDEVELOPMENT. CITE FOLLOWING
„-
A7 I'ACIIED IV DRAWINGS SHOW MODIFICATIONS WHICH 'THE CURRENT �p^r( cLEza�LAxI; � � . �
DISTRIBUTION BOX AS D?I'•G.BY�FT,N-ILLER CO. '
SIZE IA-15"x211Ix 13"xzax -6 KNOCK UTS DEVELOPER IS AWARE OF:
"`'°
slzE a8-Ij°'xz4"x 13"HxcI1=_S xNoexou'rs DWG, DAPOFAfOIDIFICSTIONTOANAPPROFILDSUBDIVISION...DATED 19,1995 � � -�.� -�/
u'xg'x t 8°NIfN 'r4kN°�koors
« D6YG.86321D:17APOFRELOCAI'F,'DDRAINAGEEASE;1!IEIVT....DATED APRIL 19,1996 """`"'"•"-;.ig" - ..� ,5 - ( )�' {= - •'j �,�,^ ',
`� • D4VG.N6321-P2:fIAP OF CEDAR('OURT PHASE TWO FINAL PLAN DATED SEPTFI4IDER 24,➢996 ` I
%/
. } ® DiVG.SP-1 TOE bf'OOI3ZYN,4AT'C'EDARCOURTSTOR,Ix°DRAINAGE 14fOIDIFICATIONSDATF'D,IUNF.11,1996 D``
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OVin, TOP COVER _
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r, FEEL. t
AI.DG.SETINACK T,SDi6' -T I'a" MCC RVRp};PAPS PLUGS,VALVES,1 DEAD CND'.ALL WILL f { � �^!`�� .I
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FO ROOF LEV6t.1 IRI,Fi If,t,aDEt CE CGUAL.„/G`.GAZE val YL 8 BOX FOR I{,OM41 _ a� Fs�'r 3 t✓ I / 52.
31FS OR LADDER
V' FITTI GS t APPVRiEVADttS-CEN[Nt-L4NC0 CASE-(ft6'i,BUT. '-- __ -- I
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----'--^-7 '-" RC)Y,I,EC*I-J t..250 PSI 6•P,0/SMq 10GR AS PILE. 1
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-- VAIER SERYIIIS•ALL rn11 A cum CCIIOES¢o rw u+AXn TO
q' -- �GA7E VALVE A' r`ry{n , 41�a,�/ 9°a %
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5[CEJ. / y,u' I V,l� :\ ,tea^=�` r N,Y
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015 F[(I(1^ fit Fl'it't C•$.YALY[5 I"'PDRIE'1- 36"A OF
C[S It'CO'i 1t PON.IE RAt fR'IRAlI RE 0!S- -� \-.' W \ d �•/ ' ,•.I
CCr(v Plk(u R R s E(' FLEV.3EC PLATFORM I - l.'•-�^^^"'• 1
��� 0, ___._�,-,,, _ C,PLLOR L'f 5.75'.t001Uf ErPUlI11QIEi IE SOuT P,PER -
/.a r c��7� �_ _ - E a
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r SSGTIIJtt h-A l.LLO.t JJ 1tAIU FOk I, IN NS 8 i A DUI.
SC.dl.E NONE - - c;I`:sn.n aLOR,Ix run[F unttt(e vtlRi[SAIL
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LION D RL[AC R[s-A,AItnD(c iD�n.LTI lNV,367.4�� � ,. •y�r f.. �µ��� •��I .
TYPICAL Iiaa CAI,,SCPTSc.TANK P;PG.T)Y FT.rslLlsa CO,
9 r 1} ESA.BUILDING SE.1ER,SLOPE;"PER FOOT. rLOAT SWITCHEs T �� -
2=1000.GAL.CONC.SEPTIC TANK OR 1250 GAL-FOR365.0
LAG PUMP ON 8 ALARM F---r
5 BEDROOMS OR MORE. 10'MIN.FROM HOUSE OR LEAD DOMCREE ON 3135.11 __.._ � � � �i
PROPS'RTX'EIN;�.• R A„ 3UI DAILY FLD'a; APPI..ICATION SQUARE -= RUM/S'MPFiLL.0 _ DUPLEXPi/MPS
SEWAGE LIIa3i SLOPE PEP,FOOT LDINU NO,UNITS AT 45 1 F ECT LINEAR FEET co _ sUMAF(L!. I -`:: c.;- )��S.I.
DIA. -LINE
S/JAuD 0 GAt-.P,UNP? e -GouLDSMODEL Rr t o`
lQ RATE _
L
-. DISTRIBUTION BOX. LAIL)DEAD LEVEL REOUTRcD REQUIRED A[,c. EP7TC TANK W.:3o32D
Ly-GONG,DISTRIS III-F.E FIELD REOUIRE'p RL�353�! .." �� ,1 n T
r„„ EA2SERAISI SLOPE.1/16"PER FOOT SIZE i _,,,r' "" ( .
.m taO PER.ORATr.D /L �s
6'MIN,DISTANCE APART ON CENTER A g _. _ _
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2 q5p �AAy R ,i� �"
1.0°D^".I�IV,P'f20P?PROPERTY LINTS E F G 90D 1.2caAraraLl.I-
. ._X c`
100,R?IN.FROM ANY STEPAt+7 3'75 7 1 LO 42 x 601200
7 2 G D ''1
7'-8'1,0 ROUND LiFT STATION
„ —SAS 00
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._� PUMP 0 f --5'S as .�-.C`7C+4°Y"tan!__. F' z "S
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PUMP DA`'A.: _.0 ... 1',1_FVmp station nullc_,ar_g-:
I_EAOH BED DESIGN FOR BUILDINGS N I J K 1,M N O P Q R
DOSING TANK INLE i P6 _ ._ ONC��Hq IN PUMP g 2� q ��PY FORCE MAIN C6
�+- 1L1
-' = v
PUMP ELEVATION 36/i 19 UNITS Lq 1.2 GAI_/DAY=1125%GPD 0 I p2 x
19F3D0 GPD f 1.2 CAI,.../(,)AY x 22S%_20625 SF `'-- ry
STATIC BEAD 3L' USE 4 FIELDS Ca 6S'x80' PIPING SCHEMATIC CX<Q a
2oRDo s.r.> FLAN VIEW -it 21
FRICTION LOSSES 3"F.M. a
I �
MISC. 4' SEF TIC TANK SIZES SEC TIOt "q"-"A' LJ ;_
T.D.H. Z' PIDG. NO.UNITS DAILY FLOW SEPTIC TANK vim• C�
N0.OF TANKS n,Y^,. A minimum horizontal separation of ten feet should
60 GMP Q 4t I.D.H. exist between the house sewer and an water line. Where
SERVE SIZES _ __
Y
u%��m"La «»t g�aa�p PER SYSTEM PER SYS' lines musi'cross,the water service.line should be above the CONSULTANTS
NEEDED house sewer and be separated from it by at least 12 inches,
PROVIDE DUPLEX PUMPS Of Ill }'1,T Q R 4 1800 2000 If a water line must:pass below the house sewer,the _
PR 5 3 vert.i-cal separation should be at least 18 Inches. Successive VanDtlsert�Staves ,
ENERGIZING POWER CONNECTION,
DEPENDENT ALARM,AUTOMATTC K&L M&N 0&P 8 3600 36pp sections of water Tine piping should be laid so that joints are r
PUMP ALTERNATOR AND SPARE PUMP. ��na,, 13 a as far from the point of intersection with the house sewer as Lan Surveyors
ABCD Ev 7(II 2 900 1200 10 ,_. _..._ as possible. CItaP,ensbtary,New Y DrI
_ If closer than 18"vertically encase in a PVC sleeve
extending 10'either side of crossing.
RaymondBtsekley,1.d
3 q� Engineer j
Queensbury,New York,
a HACK FYLT EARTH BACXFILTI Cevc�
LAY- --1- _.._._, - .--. 24 tsTX. _ ....._._ _
J 3T- _
a OR DUILDITII PAPER rT Ids X
C7-4AN STONE OR CRAVEN F
USs 9/+T 1 Ijr. SIP.E cRtrsxsn STEM.; A � i � �5'MINIMUM COVER
�_.2'....._. .. _...__��_._,__..__..�_... __�_. �._ $ DATE:
?_f3^.aaJG 9 rF5%"
BOTTOM OF TILL FTEGD TO Be A 'OR OASHED AND GRADED R,0,B,GRAVEL - .,tea. - ----
11IIyISdUDt OF 2 I'T,AHOY£'GROUND WATER F .a� \ j
t11141OV11 OP 2 TT.ABOVE IM.PERVI AT IAA SH°IAL - } - �� �- ----- -_
3 __..__ ..___._ ..__ _.__.._ -___
DRUVN.BY:
__
Ft � JC)El� 6
SECTIONS OF TRL'NC'11ES FOR]�ISmRI.STJWORS , _ __ _ _ REV#SK3NS`
_{-
NO SCALE D f -
��'+2.,._"p p4rr,�.de±r� ,���.M ( - ea
OACKFILL-MINIMUM OF 6'•SAND -7- 7
s/ .-.•_ �---.,� �,;�; S ALL SIDES-ANP10R ,
ALL.vultuw:r Arv,JNS T91IAT1 iu Pa cEZA 3 5'0.'.W!T_0 /f 104 4 Ax 2^'fG•-LL,I - ! - CRUSI-iE.D STONE
t Aor:;,FCXlieI&N„,.._a".4'.,J."-X_P:.-TICu
VI"x exhltaA:o' aFCrlAS51.Ay Tel DIEPARTMEU -S-.G"DIR-WATER MAIN
..-. r7.R``77r' f, >"✓1"7'"I>-7--�'77"T7i 'sT•."�`,�'rr '. o 0
3"PVC-FORGE MAIN -
/ ArPc2/P' -sJ?/rGAF/ �fdGNOc_ pf. 24
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p^P°�(""h���1 DETAIL
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s c of �ir cS o FOR WATER MAIN&FORCE MAIN
r .::i,. ,(2O'm r,1>.a.aYr*0-`�s&+-i, �4Y:e _,e} ereo ,b rr s�,>4s«t.'G'
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I �
PAVED SI Rr ACC AS -�) I �✓
�> )FIR TOWN S"F CS_ _`/r'T._kl._
_ _''"/:Tv 3 Easy°:,Ax 5 +ram
_. P_'�.G., Cm'G? °ems hP4e
17 GRAVEL k1A3&AS Pf'R P011;1 SP;;CS t�ex.
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...__—_._...m_.__.,-...--_.-._. PRO I I?
i 5'NINE. DRI'7efIAX NUS^NOT ALT R C / E QC1/.2 E�G�•) 7
sTANDARO ROAD cROsyECTIOIT FlorDefay
TYPICAL CROSS SECTION PROFIIP AT EDE OF SHOULDER
h ; ;t ENT AT
.)„ER r I,R
DfK MATE DEPARTMENT O"cN .
^VARRENSBURG,,N.Y.
CATER NlIt EfYC.POlEA i Sheet,'
NOT£TO EE INSTALLED ttC^RGRfL1Ep
_
Rarer t;o f:ir* t f ro ,2 anlsignature �e7srFesFesR sfle.el6ne alltxoue29 date and signatlrrc°.,
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P( / CGNSULTA TS:
VanDusen&Steves
b� k �
-_-_ Land Surveyors
r
C�ueerrsbury,New York
Raymond Buckley,P
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DWG.86321 MAP OF MODIFICATION TO AN APPROVED SUBDIVISION.,.DATED JUNE 19,1995
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y ROADCROSS—SECTION ® DWG,86321-P2,11AP OF CEDAR COURT PHASE TWO FINAL PLAN DATED SEPTEMBER 24,1996
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� THESE 24I'�+TI3.1J C}R'ICI7`IAL STTIIIIIVISiIJN I'I,.AI°dS FOR THE WOO73LYIV,4 AT g
e,
CEDAR COURT.SOME CHANGES WERE MADE TO THE LAYOUT OF LOTS AND
ITI'ILITIES DURING TIIF COURSE OF IIFVFLOPI'YII?:NT.THE FOLLOWING I��
• ATTACHED DRAWINGS SHOW 1VICBI3IF'ICATIONS WIIICix TIIF; CiJIdIBIaPdT ,
I?Ii,VELC)I'I+It IS A.WARF.OF. UE.n3 XO,S ES STATE"DEP."KIYEN-,OF E.W RONMENTR;�CO%,,'R\k'IIOr:
`i% e
� DWC;.86321 MAP OFMODIFIC'ATIONTOANAPPROYIs'DSUNDIVISION...pA'TF,D3IJNE I9,1995 ___ �""- REGION 5�-WA?RE'�S9JRG,N Y, Sheet Title:
t' m DWG.86321DMAPOFRFLOCATfiDDRALVIGEF.ASEAf."N7'....DA'TEDAPRI1,19,1996 -Refer tc,f c-`.e z-:d si;1-.uxe T, �1(1y1
DWG. DATEDSEPTEMBER2d,1496 RoeJc3frs,iiecllor,al)pr.Dved'dafeaniiSigaa{�rbr Plan ty ° - ccNT'bAc. StwAG�.'
--_�'02,
;t. a DW,SP-1 THE WOODL ENS AT CL'DAR COURT STORM DRAINA(;EMODIP'XCAT/ONS DATED JUKE 11,1946
e DWG,86321S,IIAP,9110C'IaVGA,S-Bf(11,F'CO"VDITIONSAT THE WOODLYN',SAT_DATED OCTOBER22,1997
Sheet 10
6,.
'4
I
380
378
' 3 29.42' was Y
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®6"STAND
3� F
`�a` + jt (`'1G 584 I
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a{°1r o� 41 42 43 ,\
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i Lace /v.rvj rr'�1�?=`tt=.'" ° , ✓
I 14,822.s � 7 �
q,ft. cn
3g6 E
0.34 acresM�� 17,435 sq.ft.
0 40 1
ores
7,3 3,58'
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S 85'15'42"E - -
61.37 /
1 ' ""�R-�mm.-.M_ 146.42'lR 385 I /
I 7 .,,
18 0 41 sq.ft
. acres o '
380
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14,101. q,ft:
0.32 acres
I
i t 46 t o STREFr N
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384
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I MAP OF
-
CEDAR COURT PHASE TWO
FINAL PLAN
TOWN NEUFENSBURY COUNTY NE WARREN
SCALE 1-30 DATE SEP1"(MF3ER 24 1996
LAND SURVEYORS,C,I..E:N S F AF L S NEW YORK
NY STATE LtC Nfl 35617