THE VISTAS ON WEST MOUNTAIN lul
MAP REFERENCES:
W
SECTION ONE
BERKLEY DEVELOPMENT
DATED DECEMBER 6, 1978
U Z z
LAST REVISED SEPTEMBER 5, 1979Coo
BY JOHN B. VAN DUSEN
w � �
o
LAND SURVEYORS
U
? z �
MAP OF A SUBDIVISION 0 Q 0 0
KNOWN AS
THE VISTAS ON WEST MOUNTAIN 3
c o
DATED SEPTEMBER 1992
LAST REVISED DECEMBER 4, 1992
BY VAN DUSEN & STEVES
LAND SURVEYORS
o
PROPOSED MODIFICATION TO A n
N N �
SUBDIVISION KNOWN AS
THE VISTAS ON WEST MOUNTAIN
DATED AUGUST 25, 1993 LN o
BY VAN DUSEN & STEVES
LAND SURVEYORS
��
MAP OF A PROPOSED SUBDIVISION 1 !
KNOWN AS � /suBDIVISIo o
THE VISTAS ON WET MOUNTAIN N ftM1Ts 4 ;5
DATED AUGUST 24, 2001 E
LAST REVISED DECEMBER 31, 2001
BY VAN DUSEN & STEVES rn ?b
LAND SURVEYORS, LLC
114
adE--4
LOT 4
LOT 3
LOT 9A I SSRy\ 0
,�v `3.?6, Op, O O
E /pryp ry I 2R F �
0 y� o° I NEW AREA FOR O
TAX PARCEL G EH
3 LOT 2 295.17-1-11
zLOT 10 E a 87,795.79 04
AREA TO BE 2.02 +� :4
CONVEYED
37,380.01
LOT 9B o.t3s o •�'
yj
w 2y92jSF o �ToaFo 5b;
LOT 7 /ati a Rop � a��k gaga
V � R p 15�5hn�
LOT 8 ti o �pT<
REVISEDLOT 1
A
57,985.581,33
$ix �a �a
NS�3\R9'
TOWN DRAINAGE EASEMENT
E & EASEMENT TO RAVEN e\ INDUSTRIES FOR LANDSCAPING eN
AND SIGN PLACEMENT
ZONING INFORMATION
E o RR-3A
LOT 6 o A MINIMUM LOT SIZE OF ONE (1) ACRE
LU '-
m � SETBACKS: ^" o
u' FRONT 50(ft) 'a
LOT 5 w .-+ SIDE 30(ft) ti
= o REAR 30(ft) �° z
E Cy T
z
Lc--i
TAX PARCELS z
/y-�_ �� 295.17-1-10 & 11
l"A'F. y NF\V FFiLN )ss: / 0 1
SUBDIVISION LIMITS or
GGIJNTY OF YLAnkCN ) 1�
.� i, Fr�,�u���`�i�� ,TreaRurer of the County of Warren,
s,ato of New York, DO HERESY CLBTiFY that, acc0sd!s9 to the records /
Li my otfico, the taxos on the prcp3rh( ehown on t*!s rrip have bean
paid for the yeas l6,,'ad 19 to 20.�..3
OWNER APPLICANT
warn County Trea su r i �
HAROLD RAVEN � J PPP999 R
70 McCORMACK DRIVE I
LAKE GEORGE. N.Y. 1'-=n4
PHONE 792-9278
DENSITY INFORMATION PLANNING BOARD APPROVAL
THIS SUBDIVISION WAS PREPARED PROPERTY IS LOCATED WITHIN APPROVAL NOTES: 12 ACRES IN THE D`� DECEMSM�
UNDER THE SUPERVISION OF A LICENSED SFR-1 A ZONE = 12 LOTS 8ctdm T'
of
LAND SURVEYOR AND WAS MADE FROM THE QUEENSBURY UNION FREE Approved Under pied --rity -
A FIELD SURVEY. SCHOOL DISTRICT A. 0.86 ACRES TO BE CONVEYED TO OWNER OF TAX MAP N0. 295.17-1-11 o Resolution Adopted ________ 2005
28.3 ACRES IN THE by the Plat Ing Board of the
THIS PLAN IS CONSISTENT WITH THE ZONING and B. 2.02 ACRES IS THE NEW AREA OF TAX PARCEL KNOWN AS TAX MAP NO, 295.17-1-11 RR-3A ZONE = 9 LOTS Town eensbury, New York. 1� 1
ORDINANCE OF THE TOWN OF QUEENSBURY. THE WEST GLENS FALLS ---,
PROPOSED IRON ROD MARKERS TO BE SET AT C. NO NEW LOTS ARE CREATED OR APPROVED BY THIS MODIFICATION 20 ACRES IN THE _ Chairman
EACH LOT CORNER OR CHANGE OF DIRECTION. FIRE PROTECTION DISTRICT LL NU BONE = 2 Lors
[- "P.. ? _ Signature Date > ftt1
TOTAL NUMBER OF LOTS = 23 CT
DWG. NO. 92079-MOD
-- PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED 12/18/01 BY THE PLANNING BOARD OF THE TOWN OF
MAP REFERENCES: QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS. N
SECTION ONE z z
BERKLEY DEVELOPMENT 1. SEE SHEET 2 FOR EROSION CONTROL DETAILS. J o (A o
DATED DECEMBER 6, 1978 < J a
LAST REVISED SEPTEMBER 5, 1979 2. THE NEWLY PROPOSED SEDIMENT BASINS WILL BE INSTALLED o p a
BY JSED B. VAN DR 5, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR LOT 9. a a, z v
cpo a ��
LAND SURVEYORS � 0 3. NO FURTHER APPROVALS BE ISSUED FOR LOT 10 UNTIL SUCH TIME < "J a
THAT AN OVERALL DEVELOPMENT PLAN HAS BEEN GENERATED AND LL
MAP OF A SUBDIVISION / �o OFFERED FOR REVIEW BY THE PLANNING BOARD.
KNOWN AS
THE VISTAS ON WEST MOUNTAIN DATED SEPTEMBER 1992, THE MAINTENANCE OF THE SEDIMENT BASINS WILL BE DONE BY THE
/// / ^oo 4. OWNERS OF THE LOTS
LAST REVISED DECEMBER 4, 1992 // /
BY VAN DUSEN & STEVES // // I
o 0o
LAND SURVEYORS / �/ , / i JJ mh M i 00 o
/ / I
PROPOSED MODIFICATION TO A
SUBDIVISION KNOWN AS / 1
THE VISTAS ON WEST MOUNTAIN
DATED AUGUST 25, 1993 / / �/ s13
BY VAN DUSEN & STEVES /✓ // - Q i
LAND SURVEYORS i / (� M / / J I A
a:
z
/ I rye' q/
� m
cd
LOT 4
Lp
LOT 3OF
°° a
i / // l // 4✓ / i T �:° 94°53 21'w a o
50.00'
F-
QDLOT 2 ►r�
N ✓ LOT 10
39.12 acres LOT 9 - s�s4
2
o / / O .0°.
133,933 ,sq.ft.
/ 3.07 dcres / 8y,�� :/yh�0
LOT 7 eP
� l
LOT 8 LOT 1SbP.�a� �
44h
-
i qq
,
ZONING INFORMATION
i
/ / V RR-3A
A MINIMUM LOT SIZE OF ONE (1) ACRE
/ r LOT 6 C'
SETBACKS:
FRONT 50(ft) .w
LOT 5 f� SIDE 30(ft) U o
v REAR 30(ft) ►—� R z
y ti
i
LC
TAX PARCELS z
�H 87-1-10.1 p� m
RR-3A 1305t --- - �, �G�zcj� CePLL
N85'1 7'15"W Q-6 16 a im
po
OWNER/APPLICANT 'd a
G) HAROLD RAVEN
70 McCORMACK DRIVE 17
Mq ono
LAKE GEORGE. N.Y. aCd
w
PHONE 792-9278
m
x ..,
Cb co
Z
DENSITY INFORMATION PLANNING BOARD APPROVAL
Dates AlK]UBT 20., 2401
12 ACRES IN THE scab T-100'
THIS SUBDIVISION WAS PREPARED PROPERTY IS LOCATED WITHIN )Af;', AP:1 EX AII11!hD SFR-tA ZONE = 12 LOTS Approved Under Authority of
UNDER THE SUPERVISION OF A LICENSED wi: I oWfl Y, 11.Y, a Re n dopted la'+ B--- 2001
LAND SURVEYOR AND WAS MADE FROM THE QUEENSBURY UNION FREE r, ; I_p•I;Ii.CEE°fi. 28.3 ACRES IN THE b e Pan
A FIELD SURVEY. SCHOOL DISTRICT g Board of the RR-3A ZONE = 9 LOTS own n
THIS PLAN IS CONSISTENT WITH THE ZONING and 02 FEB - I Fib I 2 sbury, New York. S- 1
20 ACRES IN THE Chairman
ORDINANCE OF THE TOWN OF QUEENSBURY. THE WEST GLENS FALLS
LC-10 ZOiN
PROPOSED IRON ROD MARKERS TO BE SET AT FIRE PROTECTION DISTRICT
E = 2 LOTS _ _�' f�_�Z Signature Date 9H�TtOF2
EACH LOT CORNER OR CHANGE OF DIRECTION.
TOTAL NUMBER OF LOTS = 23
° DWG. N0. 9207:9:::j
o-3y �
---- 10e-0>r O.C. MAX.
7
NOTG DEPTH OF STONE U✓OER BOTTOM Or ORYWELL TO MG SST EVO[NCED
GJRCUNWATCR OR PERCEIVED WATER LEVEL OR FROM BEDROCK OR LOWER
' I PACE OF BULDaNG PERMEABLE SOL LAYER WALL BE 5' MM. STONC FILTER MATERIAL - Q
e
IL
3G' FENCE P05T +24 DRY WELL
INTIO GROUND
1G' / \ o
G" - *2 BROKEN STONE SIZE - 4' X 4
SILT STOP FILTER FABRIC
EMBED IN GROUND
8' MIN.
nFPASHED GRADE /
2XG PT WOOD EDGE CONTINUOUS / `
I1 PIPE FROM GUTTER DOWN SPOUT
m o[ QW. 24' LONG AT ALL JOINTS AND 8!mCOWACTED GRANULAR BACKFLLaND soup COVER -GAMPBELL NO. 1009SOIL BACKfILL / FILTER rABM OUTSIDE O
0 OF STONE
4V PERSPECTIVE
A EAVE TRENCh DETAIL NOT TO SCALE
DRYWELL FOR ROOF GUTTERS - PLAN VIEW
E�
3G' FENCE POST. 10' Oc MAX ak
DRIVEN 16' MIN INTO GROUND q 7
a q SILT STOP FABRIC o U
FLOW EMBED G' MIN IN BROUNO +CGfQMO ALL Acores
APPROXIMATE Ee RAISED TO OW CdIC11ETC OR STOI[
FNSM GRAD! FINISH GRADE. "Amex ABOVE ALL
cloven
; UNDISTURBED GROUND RECaRo w q
OM
Lj ro
INIET BAFFLE W MEN.Qoym am CTGROSS SLR
ALL 571B1GTIAES OVA TO ALLOW ON SLOPED $RCS
r h BrettmlmOMl Box FOR BcrmreW 01
BY FORT mum OIL O O
p,
SEDIMENT GONTROL FENGE ,,, v Q � Q 04
MR roar
vReNPE roar O GR81 LNTRGIm BILIDEIG PAPER r
NOT TO SCALE ti OF
ALL Dung tivem FILL at GEOTomE. �� p
AT
SEPTIC TANIR wane PE,1 TEXXACCTTLYGETTHE SAVE O a o
BY row MLLER aR GRAVER ELEVATION. 4' FERraRAtm
Cottµ Leer r ourLer DI5TRIBUTION BOX CtsE OF SPEW u VELVIS x' Y LATERAL 0 F� q
BAFFLES NOT TO SCALE ���) P � F
O
pp9p} h INSTALLATION OF DISPOSAL FIELDS ° ° Q 3/4' TO 11/2' GARAGE E
i1 3 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING Y GRUBR® STOP[ HOUSE
Q SWALE R�� AND SHALL BE IN ACCORDANCE WIN THE N.Y.S. !
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND eS
NINE"22 WdtH ASTM F4e1-75 INSTALLATION OF THERMOPLASTIC PIPE ANb
IIMBMRH 1x YAM CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
❑ ❑ 2. NO HEAVY EOUIPMENT SHALL BE ALLOWED WITHIN 114E LIMITSmA~ 4AL =
OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. GROUND R n &TI M
3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED.
GROUNDWATER CLCVAiION
THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED SEPTIC TAN( AT LEAST
O 0000 AND RAXED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
PROVIDE 3' SAND ae--g°Do�oo SMEARED SECTIONS OF 'MINCH. STANDARD AB50RFMON TRENCH SECTION •O' FROM WELL AND 10'
❑ ❑ ❑ ❑ MM GRAVEL UNDER TAN( SEPTIC TANK 4. PLACEMENT OF CRUSHED STONE PERFORATED PIPE AND UNTREATED BUILDING FROM MOUSE qe
PAPER OR STRAW SHALL BE ASI SHOWN AND CARE SHALL BE NOT TO SGWE 20'-0' FROM BASEMENT WALL
NOT TO SCALE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND TIGHT JOINT 4' FPC MN. L4
OTHER WASTE MATERIAL IN THE STONE AND PIPE. ON SLOPE OF 1/5' /R. -. -` SCE NOTE 5 3 S. THE PIPE
PE SHOULD BE LAID AT THE GRADES AND TO THE f¢33
o SEPTIC TANKS RELATIONSHIPS SHOWN ON THIS DRAWING MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOU7 SAGS, HUMPpS$, SEPARATED JOINTS $ d b p
PLAN OR OTHER UNSUITABLE CONDITIONS THE %PE SHALL BE LAID 1LE FIELD -1 11i y ■■ 4
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK WITH THE HOLES DOWN IN ALL CASES n ��
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE S. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL DISTRIBUTION BOX GRADE 1/B' /FT.
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY BARRIO!PATMAL CSEE NOTE 4) q 3 Rg�y P s 87 94
FROM THE DISPOSAL FIELD. 7"'!
2. ALL STRUCTURES TN. BE PLACED Xt FIRM, COMPACT SANG OR 7 REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS PLOW SURFACE PRIOR i S _ r.
ARE UNSUITABLE,
SMALL
SWALE CONSTRUCTION INSTALLED
N STONE
NHEEB LOADING..E PLACED AS S. PUCE FILL MID ALLOW IP ENT WITHIN
IN ACCORDANCE WITH NEW YORK STATE r Mt -I( I- I I I I- I I- p
-' NECESSARY TO ACHIEVE A STABLE FOUNDATION. TO SPREADING FILL MATERIAL I I"=I I - 10' DISTRBLJPION PPE
DESIG
FOR
STA
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 7S'HAIL
7. SEPTIC TARNS INSTALLED IN TRAFFIC AREAS SMALL BE EXTRA HEAVY S. DO NOT USE HEAVY EQUIPMENT N1THIN THE ABSORPTION FIELD AREA. Wp
DEPARTMENT OF ALLOWHEALT STANDARDS. R�---► G' MHL 5CC NOR 0 SEE OTC 5 � lip$
� M 7 y�q�M
(2) 2'x2'x3' STAKES T�
OVERLAP ENDS EACH BALE 11L W ED MM ' C P a e
BALED MAY OR STRAW B� SEWAGE DISPOSAL LAYOUT
3. O D OF ALL MI Mt M�S MUST BE HOT TO SCALE
PLUOM UIZSS GiCO.
FINISHED GRADE L ALL IATI CMS TO BE or EOLML LENCTMM. NOTESe
1DSORbIECIN TREND"
/ I \ CSM STANDARD ABSORPTION TRENCH) STANDARD A1550RPTION TRENCH PROFILE 1. TL.0 FIELD TO BE 100. OR MORE FROM ANY
FILL MATERIAL. SMALL BE Or SAME a'
M!R EAMDY AG EXISTING MIN. NOT TO MATE LAKE SWAM, OITGht OR WATERCOURSE AND 10'
UOERLYNG SOT• OR MORE FROM ANY WATER LINE UNDER PRESSURE.
TO D 1 SEED GROWN 2. FOR SEWAGE PINT BETWEEN MOUSE AND DISTRBURON BOX
i
_.. ._ AND SLOBS
USE DLICTL.0 OR CAST IRON PIPE. OR SCItEDULE 40
PVG WITH CEMENTED JOINTS.
__ pX• '�...t.?.',•; 3 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAr4AGE
j DRAINAGE SWALE ON UMILL WE .>.;:ti'.•'.•: �:p aLR' AWAY FROM SEWERAGE SYSTEM.
SECTION o 0 0 4. V15FOSAL FCLO SMALL BE CON5TRUCTED PARALLEL O
WITH conroLlR LNEs. GOcl
cl
ROCK OIL O MGM MEIMOUS SOIL MICR. B. GO5RTANGES SMALL BETION MEASUR TRENCH FROM THE ED SYSTEMS GE Or THONTALE FELL. TION
~
MAY BALE DAM - CHANNEL FLOW , �_ ORGANIC;
VE&R0WSuRrAmANTS AND
DRON4C DINE .FLAW BULrAa Ft6Ot
TO eFREADNc FILL NATeeq_
0
�( C USE WMISS IMCPAe1RROUN GROUNDWATER.
I DOSING GROIN AND NOT TO SCALE USE WM HIOM GROUOWAmI M eftlIc OR IMPERVIOUS - Z'
\ COIL IS LEGS TMAN 4' MIT GREATER THAN 2.RRCOLATION SEPTIC SYSTEM DESIGNit
RATE Or OOSTNG SOL MUST BE FAS MINUTES,TM THAN MINUTES, IS` Z y
SHALLOW ABSORPTION TRENCH SYSTEM � , I.
NOT TO scut e
ER05ION + 5EDIMENT CONTROL NOTES mLtsBAOArrER # WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD ^` 0 q S
BEDROOMS FLOW (MIN. CAPACITY MINIMUM LIQUID TRENCH LENGTH r 4) x
1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED. AND DURING (SEE NOTE 1) G.P.D. GAL.) SURFACE AREA(S.F.) PERCOLATION RATE (MINUTES) Q r Or
EARTHWORK PHASES. SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM G Ft (SEE NOTE 3 a 4 I11 H�
5WALE5 AND DITCHES AND AS INDICATED ON THE PLAN. (SEE STANDARD
TD ADS 1-e a30 a-5 142 1e-2o 21-so W
ro rHLnPnotTsc <src srANDMtD ABsoRrrlON TREiCMD
2-1/2" DISGTNLGE RE 6' MdtlZlkRµ SEPARATION 2 28o t00o 27 toe t3o toe T62 lee 2t7 =ey
r---20' MIN. 20, MN.
2. SEDIMENT TRAPS SHALL CONSIST OF MAY BALES PLACED TO FORMA MIN. T • SM oN
G" WELL��, ,SIEWAGI! DISPOSAL LArrOVT, 3 390 1000 27 1e2 195 217 244 779 325
PERVIOUS BARRIER M THE SWALE OR DITCH. To
2-1/2" DROP MM! G• TOPSOIL + SM 4 520 1250 34 - 210 260 290 325 372 4M `J1
3. AT LEAST TWO WODDEN OR METAL STAKES SHALL BE DRIVEN THROUGH EACH BALE s 65o 1500 40 z7o s2s MCI 406 464 542
TO ANCHOR IT IN PLACE. CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU cwsmc c ORLlED IUGl �� 2 'b
Of STAKES TO 5TABILIZE BALE TYPE SEDIMENT TRAPS. 2 1/2" CFICI K VµK 3 MPI VARIABLE J A 8 780 1750 47 32s 390 4JS 4ee Ss7 eso Ft) pM
4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR ON uDRAINA�PrniWsmm �� V��� a Ev
ONE LENGTH W dBGHARI'E OF SLOPED WeS
CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. PPCBETWMNFUMI70GECKVALK SEWAGE DISPOSAL SYSTEM SIZING Cl� q
2-S/2- X 2" REDUCER 4`4• »,. 1" •,,1./V ,;✓,/F. �. i, ..•r,,:�,!�!,�.,'.; tJ{ ':,. ; / Yid✓:''••
Go
5. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED A5 50ON AS 15 T� `�"•/ <�; '.' - m
P0551BLE TO PREVENT EROSION. AND EVERY BARE EARTH AREA SHALL BE CAREFLLLY SCLCGIED FILLMATCRUL NOTES: I°`� G a,
SEEDED AND MULCHED BY OCTOBER 15t. tEMPORARY RAPID GROWTH COVER 4- SIIBMMSga PM1M WeLL-GRADED LOAMY SAW OR WELL OWAvL NIM 2•. Or PK56M 05TROLMON MDR DOSING 1. EXPANSION ATTICS ETC-, ARE COUNTED AS BEDROOMS m 1`
L4 GRADED LOAMY SAID GRAVRS Sr"ON IS USW MAY BC RCDUGCD TO MAINTAIN
CROP55. SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE CONTAINING A MIN. OF 12z 5LT5 MN. 2 SEPARATION TO MGM GROUI7WATrR. ham& `�" -•
." OR CLAYS. NO ORGANS V MOS, AHD 2. ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES GO
STABILIZATION. - NO SOLID OBJECTS LARCER IMAM ROLL OR IMPERVIOUS SOL.) J. REMOVE LEAKS, ROOTS, PLANTS TAD WITH 3.5 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND IT ti
3 NCMCS N DIAMETER ORGANIC DEBRIS. PLOW SURFACE %LIOR SHOWER HEADS. tp
G. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCI'f 5. INCORPORATING SEDIMENT N Puce F 5 AND 30 RAT" To SPREADING MLR 3. TANK 92E REOUPE11ENTS FOR MORE THAN 6 BEDROOMS SMALL SE
OF BCTV2CN B /JID 30 MEIIJTCS. 2 DO NOT USE MCAVY COUPMNT WHIM
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER USE WROU SCATM MPM OGK Olt MISTING BLE SOIL AND GREATER .ME ABSORPTION MILD AReA SEVEN SQUARE
ADDING 250 GALLONS OF CAPACITY AND
MCA G FOOT ATIBL BEDROCK 2 EEL MROCL BOIL 11 GlCA,TCR SEVEN $WARE FEET OF TO BE
AREA FOR EACH LEN ADDITIONAL O BEDROOM.
GRASSES. OR WHERE FILL AREAS ARE EXTENSIVE. IMAM 1 FOOT BUS LCBB THAN 2 FEET. KRGOLA710L1 RAZE W e1oBTEIG IN AG Rl AND AVOW To YORK
STIR GARBAGE L BEDROOM.
ARE TO BE CONSIDERED EQUIVALENT TO ONE Date, AUQUBT 24 2001
BOIL MUST BE FASTER 'MINI GO I'NlRS. N AGGORDANGC MM NCW WORK STATIC ADDITIONAL BEDROOM.
7. NEW 5WALE5 AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING DEPARTMENT OF MEALTM STANDA11i 4. DOSING IS REWRED FOR SYSTEMS WIN A TOTAL TRENCH LENGTH GREATER ScWs u noted
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2%. ALL SWALE$ AND RAISED ABSORPTION TRENCH SYSTEM THAN 500 FEET.
UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRA55 FOR FOURC4) WELL NOT ro scAlE
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 C
POUNDS per ACRE AFTER JUNE. ALL SEEDED AREAS SMALL BE MULCHED WITH NOT TO SCALE
STRAW IMMEDIATELY.
8. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN
EROSION AND SEDIMENT CONTROL AS PUBL15HED BY THE EMPIRE STATE CHAPTER OF SHEET 2 OF 2
THE SOIL AND WATER CONSERVATION SOCIETY.
DWG. NO. 92079-D
81�-3i
MAP REFERENCE:
SECTION ONE
BER=Y DEVELOPMENT
OTHER LANDS OF
BY JOHN B. VANDUSEN
RAVEN
DATED DECEMBER 6, 1978
MAGNETIC PARCH 197$
LAST REVISED SEPTEMBER 5, 1979
FILED IN THE WARREN COUNTY
50'x 50, MAINTENANCE EASEMENT
CLERKS OFFICE ON APRIL 17, 1980
IN DRAWER 12 FOLDER 15
n
7V ��
420. �• E O � �� / 3
3 d ♦5�' 'Op. /hK � �IbS.Oo' z
f 10' WIDE EASEMENTj(TYP.) 13s�Q�� 22j.13'
1
2 R - 235.00'
O _ 8 R - 25.00' R - 235.00'
i L - 31.00'
�10-, 33,288. sq. ft. L - 22.92'
70,699. sq. ft. �04 L>�t ?oo� 0,76 acres R - 25.00'
1.62 acres - //� +y. S\\ L - 35.97
fk .59. 0.
/ 80
LANDS N/F OF \ sJ>s L.2�°o$ i loa,338, s ft.
/ ° q'
WAITE s iP4°• 6 >2J o 2.40 acres
34' w 0 > Iy
309-94 I ; o
J
00
I W
'`L Ro 159.00' n m I
-{ n
10' WADE MAINTENANCE
3 \ EASEMENT (TYP.) -
ro
449 Bt F
= 99,716. sq, ft. s
2.29 acres a� 2�o per.
f O3
120,572, sq. ft.
\ 2.77 acres
h° LANDS OF
' \°o• t� �/ \�•w G `1 ti CITY OF GLENS FALLS
w h0 ro v Ig.
et 3?'sa•
qsJ' P W,
w o
LANDS N/F OFN
MCECHRON / No CHANGES TO ti
WATER OR SEWAGE
FACILITIES DESIGN -
41 REFER TO MAP REFERENCES
LANDS N/F OF FOR THESE DETAILS O
SAWN
154,183, sq, ft.
3 3.53 acres -
FINAL PLAN
.� ryti40
N SUBDIVISION N0.
y
?e t1 l
SO4,3
ie•f g W
y n
100'x 50' MAINTENANCE
EASEMENT y
APPROVED UNDER AUTHORITY OF A
\ RESOLUTION ADOPTED t! -u'_y -�
i \ O BY THE PLANNING BOARD OF THE
TOWN OF QUEENSBURY, NY. _r
BJp• \ 95,365. sq. ft, _-
\ 2.19 acres
O / 265.19'
/ S 0 S 02'2430 E S Ot'41'00" E
2'21'30' E W Q.S-r ./('ZC v N?IL 1 N
/ �J 1►Wa O� A�1�.ti.lrta$ Jvs 1 .
---I------ ------------- CHAIRMAN
�f LANDS N/F OF
s
ai BAILEY
Q - —'
k
�� he LANDS N/F OF • .Ee �1NB �✓.• MAP OF A SUBDIVISION KNOWN AS
DUFOUR HE VISTAS ON WEST MOUNTAIN
.� - < moo•
. � b
V
1.7
MADE FOR RAVEN INDUSTRIES
•' � �5C� �` _ LAYOUT PLAN
y
dcuY� rt� . s�..� Drawn . MITCHELL Scale: 1 " = 60' Date: SEPT. 1992
2 AREAS h APPROVAL BLOCKS 12/4/92 _
1 REVISED LOT LINES 11/10/92 H A A N E N E N G I N E E R I N G Project No.
John L. Hoanen, PE Thomas W. Noce, PE
LOT LINES k RIGHT OF WAY No. Revisions Date Q U E E N S B U R Y , N E W YORK 46020- C2
REVISED FROM MAP BY
JOHN B. VANDUSEN LAND SURVEYORS TOWN OF QUEENSBURY
ENTITLED 'SECTION ONE y� QJ C Surveyors
BERKLEY DEVELOPMENT' DATED COUNTY OF WARREN V�,� ,�'e(9 l� (X` ►J eves
DEC. 6 1978.
N.Y. STATE LIC. NO. 35617 MAP # 92079 LAND SURVEYORS, GLENS FALLS, NEW YORK
MAP REFERENCE:
MAGNETIC MARCH 1999
SECTION ONE BERKLEY DEVELOPMENT
BY JOHN B. VAN DUSEN ;
DATED DECEMBER 6, 1978
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r an5 r,l 4.a!!,�
WEST MOUNTAIN ROAD
o `
OWN
Of
3moD, Q MOUNTAIN
UR Y
z
N 4797,22 0
54,553, sq. POTTER ROAD
EA
\ \� 1.25 acres WIDE MAINTENANCE
�\� EASEMENT (TW.)
\ N ?
\ •i gym, O,w ?TS•p0.
s 'e+. F 44g.er•
�.Oi.
\ •fc
OI-87 ADIRONDACK NORTH WAY EXIT
\ �7
° 1!
\ \ ^\ `'� 92,4RE34.ASED
ft.
\ \ 2,12 acres
w
J?SS•
t LOCATION MAP:
A I O p
/ n
3 �
a p
j REVISED
/ 12 ft,
2.93
2.93 acres
NOTE:
R'0 CHANCES TO
FAOIIRJTIES DESI NR SEWAGE
\ j / • REFER TO MAP REFERENCES
FOR THESE DETAILS.
H
j "47-99
l9—M3
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O ---------_--- 76.22' 30.35'
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S 0224'30' E S Ot'41'00� E ► ! �
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wCw lul;h Ji'di'1•. 1tt,P•ar. , ,'tf.,,l I"� .IlW4WT FAu!'. N. Y. I r 1 r t:: NOV 1 333`
•14uc9 ANo Stn o Pu 'z5ulNwc T S
�h, , 1-- , ;nr \ �'A R h.G Kn.��H 1J� _T/.�75 C1�1C-- art �.AW
Ci$ if"o � - "! .
v+�d ace. _ PROPOSED MODIFICATION TO A SUBDIVISION KNOWN AS
Nir,„ APPAOVED UNDER AUTHORITY OF A
RESOLUTION AIiOPTdD. �G THE VISTAS ON WEST_ MOUNTAIN_
"wehh 1 ,4,v m.,,1 r,• ;u., ,C— I.r.4. BY THE PLANND IAG BOARD OF THE ---
TOWN OF QUEENSBURY COUNTY OF WARREN N , Y ,
TO1FN OF QUEENSBURY. Xxv YORK — — ---� "
SCALE1 1°=$0' DATE , AUGUST 25, 1993
VanDusen & Steves
TIMOTHY BA"AR. CHAMMAN
S Ew[K-ac.6 Duees p� sca LAND SURVEYORS, GLENS FALLS, NEW YORK -_
MYV of SFcTio.• ouk $fXX�cY DE'✓.
N.Y, STATE LIC, NO. 35617
I