Modification Drawings.10.14.02LOCATION PLAN
THIS PLAN IS CONSISTENT WITH THE. ZONING
ORDINANCE OF THE TOWN OF QUEENSBURY
PROPOSED IRON ROD MARKERS TO BE SET AT
EACH LOT CORNER OR CHANGE OF DIRECTION.
INDIVIDUAL LOT GRADING SHALL CONFORM TO
SECTION A183-25 OF THE SUBDIVISION
REGULATIONS OF THE TOWN OF QUEENSBURY
0.0K&.
II Ro
19 l I 1 0 -4 A
11
3� AY 3.46Lj
Town of Queemsbury, County, NYork
SUBDIVISION PLAN
ZONING INFORMATION:
ZONE - PROFESSIONAL OFFJCE
MIN. LOT SIZE - 20.000 SO. FT.
MIN. LOT WIDTH - 80 FT.
MAX. HEIGHT OF BUILDING 40 FT.
SETBACK REQUIREMENTS
FRONT - 50 FT.
SIDE , 20 FT.
REAR - 20.FT.
SUBDIVISIgN MODIFICATION 10/14/02
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PROPERTY IS LOCATED WITHIN DEED REFERENCE:
QUEENSBURY UNION FREE '
SCHOOL DISTRICT SDC ASTO CIATgS
and GUIDO PASSAREb.LI:
THE QUEENSBURY CENTRAL DATED: JANAURY 3, 1989
FIRE PROTECTION DISTRICT IN BOOK 140 PAGE 223
PLANNING BOARD APPROVAL WATER 1XPAIRT=11T APPROVAL HIGHWAY. DEPARTKW APPROVAL
Approved Un er Authority o 111>RANIAM •�� �j
oos�aucra�a►�
a Rlasolutf Adopted 2402 SYSTEM-A+t�OMr1NM�4MMIi
d
by the P $card of &s CONSTRUCTNM1m ANCHAOBAAf5A
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Sub jo.�0� /WoOo
LIST OF DRAWINGS
• 011� Of NEW yo S-1 COVER SHEET
C. E S-2 SUBDIVISION PLAN
• �� ' 09 S-3 UTILITY PLAN
• 7* S-4 GRADING & DRAINAGE PLAN
• • �; _ S-5 LANDSCAPE PLAN
OMER �� � • "♦f �: S-8 PROFILES
GUIDO PASSARELu
• . �.�, ��� . ' moo„ �. ��� �� S-7 DETAILS
• • ' RofssuoN�
465 LAKE AVENUE S-8 DETAILS
LAKE LUZERNE, NEW YORK 12846
(518) 696-3677
MUM ASSOCIATES LANDSCAPE ARCHITECTS a,,. JAMMM 2=
APPLICANT /CQNDjACT VENDEE l to v ue" 114" Queeasbm7. New York 1=4 llwrM� 0070M 14 � COVER
VANDUSEN and STEVES LAND SURVEYORS LLCM
SCHERMERHORN PROPERTIES, INC. a »oo�
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15 F BIRDIE LANE is& 1s lile i PA" Queeusbur7. New York 12804 SHEET
QUEENSBURY NEW YORK 12804
• (518) 798-0674 NACE ENGINEERING, PC CIVIL ENGINEERS
169 value" Boed Queensbm7, New York 12004
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61.452
3 I BUILDING SETBACK to ; - I"
1.41 aw" `'�, $ V+ O LINES (TV.)
�g 112.526 sq it.
2.56 oass
I
M 3229 \ O �.` UATS of NYSDEc
- - _,• 2w.14 L 94.534
1W>• T►7.1► L17 aona jJ` , 1e ACOE IAFiTL S '•.� . ; `\ IA
y •F�,-, i \ p$ 561.201 sq ft. % / . . . . . . . . . • ` i /, . 0
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t \
30' SEWER•�'•,� /-,,-.�'' 1 • '\" '`.` 1 'I
EASEMENT i i \ / .. 1 �:._._.- _ _ \ . . , . . . . . . .
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124.145 sq f4 ; 1 39,94 am I ► - -
�� 57.11' 1t� 2.85 *am N • • .' . `_ i . , 1 \
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INC.
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N 83*06'12" W 510.71' N 83*17'51" W ' 4.(�4' N 84'05'39" W N 83*02*15" W 1210.14.
182.02'
_.W BAYBROOK PROFESSIONAL PARK
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TOTAL AREA OF PARCEL
81.86 ACRES
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INV. 313.53 ! + I
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RIM-317.1't a ( INV. IN.-306.10•
INV. IN. (W)-312.2S (Int.drop) 10 ! WT-3o6.00' 314.3't \'\ IAH-1
INV. IN. (N)-307.50' "� I s 1 V IN.-306.26 �\ ► • r...•..�(.� —300 3'_._._._._._._._._._._._._ _.
INV. OUT-307.40' ; I OUT-30&16'\ \• \ IN IN.-3o206-
Al2 0>t I �i-- .\ OUT-301.Y6'
— 231 Li PVC AT 155 IF 8 EAT 2. N \
WALKER LANE ' I _... ._...,•\ \. _....
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EASEMENT
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INV. K-308.18'
INV. OUT03O8.0
NOTE:
THE TRUNK SEWER, PUMP STATION AND FORCE MAIN
ARE BEING DESIGNED AND CONSTRUCTED AS PART OF
THE BAY ROAD SEWER DISTRICT (EXTENSION #7 OF THE
QUAKER ROAD SEWER DISTRICT). THEY ARE SHOWN HERE
FOR PURPOSES OF COORDINATION.
MH-0
RIM-314.41'
INV. OUT-308.88'
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• • �• • • •,• WATE1t MMN to W
CAU M BASW h STOAM SEMER
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0 NOTE
I I ' - �' ! \ \\ - •\`'� \ ° STORMWA►TER MANAGO"T CONTROLS SHOWN ON
j { , 'IAll, THESE PLANS ARE INTENDED TO SERVE ONLY
RUNOFF FROM THE SUBDIVISION ROAD. / %y
I j ; I / >> _ .\1 '\ ANY DEVELOPMENT ON THE INDIVIDUAL LOTS MUST
INCORPORATE STORMWATER DETENTION / MANAGEMENT / SIL / a
N' \ MEASURES TO CONTROL RUNOFF FROM DEVELOPMENT \\000,! ' - •� _ `� ' a•
N P
CUL ( ON EACH INDIVIDUAL SITE. �,
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AND a" w/4" ORIFICE • Ins 307.4' I _ 4 \,. S (� � r- — — -:•/ Q'i
CATCH) BASIN VERFD SE LOWS �` ' ` / O QI '° �3
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TG • 30d.0 '� V. 305. ` —RAP o FLOW t \ _
NV 30L % ,� WAYS — DETAIL
.-/ SEC ` ELEV. . . . _
ORIFICE O My N \\ — Q \ . . . . . . . _ .� —
AND r IIDPE
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i /' . `�PAVANO Q f- �� NOTED d Ia�wNovIoot
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TREE PLANING
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cm 43 GRAW TO MW PAMOM ELEVATION
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W/ OO.TEP CON'LNG RAND
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r( F"bw GRADE
( CIAVEItT FR"E
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AND FILTER FABRIC IWO COVER
LNTIL PAVOCIff 15 FLACED AND GROIwGQM
"AS KEN 96TAIJOW N R.O.W.
SEE PROFILE FOR TOP OF
GRATE ELEVATION AT -W7 r-W
HEAVY DUTY PRAM!
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AIPIIOVCD CRANAAR BACK-
FILLTx IRIAL ACTS • - 12, MMIAI SIFT
HOGIFLED RMT " TM - ► - ► .
• '�'' •t�" 12• MIN. CONTACTED
GRAVEL wIUOAM
tAIDIPTuxw EARTH OR ,
CATCH BASIN DETAIL
NOT TO >iCAL=
ON DETCNTM Pr*0 OVFRIL(1+M C•ATCM 1AWS
USE bYRACUSE GASTNC.S 2615 FRAM AND GRATE
or OLLLN an RM r1m
•
MTALL INRUW uw vww�e J »n y
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TO W_
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