Site LayoutI
LIMITS OF WORK FOR BAY -
FOOD IMPROVEMENTS. 94CLUDING
PAVEMENT, STRIPM, MEDIANS.
M WT�.9GtLkWALKWAY
PROVIDED ON CONSTRUCTION
OWGS. PREPARED BY.
TRANSPORTATION CONCEPTS
900 RTE. 146
CLIFTON PARK. NY
(518) 371-4189
LANDS NOW OR FORMERLY
JOSEPH M KANE
8E 642/PG 536
STOP 40.1cr
25-j 'STUMPO
-1 2(rEUM
DOUBLE YELLOW STRIPING
g III IC
.... ..
.. . ... ....
J
X
r,2 MPH $11M
RIP
PERMANENT WE TO COUNTY OF I! EN
LIBER 603 PAGE 5#1
20 FOOT WIDE AREA IDENTIFIED AS FUTURE CONNECTION
BETWEEN THE LOWE'S PARCEL & THE NORTHERN ADJACENT
PARCEL, PER SECTION 179-66.1 ZONING ORDINANCE
- 6' FENCE OFFSET FROM LANDS NOW OR FORMERLY
MILLARD & GLENNA SHANAHAN
PROCRTY LINE BK 527/PG 71
8K 569/PG 459
�WOOD FENCE
B HT .. . ......
UM
. . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . .
•
FORKLIFT
• O-H. DOOR
N 11421.6607
E 9879.11782
'r L) CORNER FACE
111C COMPACTOR
RETC TR4SIf NDATION WALL
CA
MP
COVERED AREA Slrf- CONTRACTOR To
PROVIDE 2 TC
TAP To EXTEND 2-
GATE VALVE SERVICE , AIN
FROM EXTERILOCAIFD 6
FEET
RETE OR &LOG. FACE.W.
X
...... Lt
ETC (7*(,P)
PA
NERAD
T10-R
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SITE CONTRACTOR nophbFr
WALL ro .H.
8 WATER M TAIN TfIRU FO EXTrND DOOR
.,
LANDS NOW OR FORMERLY
GLENS FALLS LODGE NO. 81 OF
THE BENEVOLENT AND PROTECTIVE, ORDER OF ELKS
SK 599/PG 9W
I
01) FENCE
HF
S -i 2-SO,50.
LANDS NOW OR FORMERLY
GLENS FALLS LODGE NO. 81 OF THE BENEVOLENT AND PROTECTIVE ORDER OF ELKS
SK 633/PG 787
H8 .... i .... I T
.................. i'(1ijtj Y INSIDE
ill'..'J"'ifffIfiflij , GATE :MMM
......... ....... (PLU�;IZNC "PRINX I R 16,
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NO PAPNW
1 7 318.50
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NO n. 4'2rE NIiiiY
6$' ..............
41WX -(6) NO PARKING
N 2651'25"E•rtjiifi�
FIRE LANE SIGN (A) ::M:
.......... -10' N M P C CAS EASEMENT
............ ...
5.00' ASEHAI T LIMIT OF t rg
.... PAINT ..... ... .... LEER 464 PA(,E 314
TURNDOWN PAIN
froo •.. . .......... YELLOW L DASHED
-METAL CANOPY PA04TE I IL
.=:t S 0 SOLID
t.*I'D YELLOW IJNE PAINT YELLOW- YELLOW LI C
C 7 ' 1�
U-C- 045- LOAOfN "It HDj7=9HU. CAN0'r' FORRUF7 *410.
No• ......... IVY
WETLANDS
AS FLAGGED
-Y Y
Y
........................... ..... ...
..........
+
R 841. , ) -C 4 ##0
PEDESTRIAN
CROSSING C .= 5.3 + y y _r I A
SIGN (C)
NOTC . . . . . . . . . . . . . . . .sa 4000
i:iOF 01;r"ERLY,
_6C
h. P4 Pp
4. 2' .... .. ...... RFSE _R To IV YOPERI-r 1, 'PORT10tv
ff;; LIBE&, "I Co _`UBJLCT PKG. IGN
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70.6 1' ::.. M:W::::
STOP
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PERMANENT
WETLAND BOUNDARY
40000
M, 4000
RwwENT CASOKW TO
kc0umly ARRE .... L ..
UBER 604iflAGE 233
Fil...'In.; ca
IGHT D 1,30.
iw- V
iffigiij 14,
ASPHALT ass ...
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.. ..........
LANDS NOW OR FORMERLY
zw;;;;zow
PEOPLE OF THE TOWN OF OUEENSBURY
BK SO/PG 179
6'R
/01,
Ld 6'R .Wi
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.........
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SCALE: NONE
GENERAL PARKING
Acreage: Retciler's-Porking Requirements:
Total 25_30+Z- Standard Spaces: 609
Developed„ 15 Handicapped Spaces;, - 4
7- 7otal Spaces.- 623
_j BK 862/PG 31a
Buildings: __j
.... .. UNRY
Ratio (spaces/1000 sf) 5.15
N �13` '49
56' S Ui2
/061'0 E 164.
46.65 •EASE PARCEL NOTES Classification 101K Parking Provided:
TSB BOX BEAM
APPROXIMATE
S. GM PAIL
PERMANENT FAtiFMINT TO RM FLOODWAY A,�; RESPONSIBILITIES UNDER THIS CONTRACT FOR
/44 w JF. PROPERTY IS
COUNt', W WARREN gl,j T Mfif! BOUNDARY
C w �' cu R uir UUFR 6 6 PAGE 10 NY_]E[CO3 fki[M[NT�, LANDS NOW OR FORMERLY LEASE PARCEL SITE WORK:
i 18f R 40�' PAGL- 42;7 NIAGARA MOHAWK POWER CORPORATION
-DEMOLITION.
Ese C PERFORM ALL REQUIR20
AN�l I LA',1 MI N 1 00" 8K 414/PG 437 ......
CONSTRUCT SUBGRADE TO PROPER ELEVATION
UL
9K 375^ 50 2
WITH STABILIZED EMBANKMENTS.
9. $
.00
7 .3 f
57
•
W
- �,ra tf * �E �_84-n,
10"MAPLF 3, CONSTRUCT THE STORM SEWER FROM CS I I I
MWO N1, tow XISTING CONCRLT ReE
REkWrIWE'
AaUIMENTS TO �4-87- TO A TERMINATION POINT LOCATED EIGHT FEET
..... BEYOND EDGE OF PROPOSED CIRCULATION RING
h.. J1
ROPOSED BRIDGE
03, CONSTRUCTION DWGS ARE,' LA 4DS NO R FORMERLY ROAD.
W
03. 65, iff.-I"EjY W PART, OF Tt%,,W,- DOMBEK 4. CONSTRUCT 30 FOOT WIDTH OF THE, 35 FOOT
839 PACE 95% FUTURE WIDTH PAVEMENT INDICATED ON NORTH SIDE.
HOME SIGN 31ir-PLAFrumm 595.
.!,o
USER 611 PACE 363
ft 'S CONTRACT CURB AT THE
TRMINATE THE LOWE'S
111: _j LEASE LINE.
Is MPH
POO 6. TERMINATE SITE UTILITIES 5 FEET FROM PROPOSED
AO BUILDING.
0 WEtLANO
0 BOUNDARY 8. THE FOLLOWING LEASE PARCEL WORK IS THE
RESPONSIBILITY OF,THE TENANT AND IS NOT
INCLUDED UNDER THIS CONTRACT;
BOX BEAM GUIDERAIL
TENANT TO PROVIDE ALL SITE AND BUILDING
CONSTRUCTION ABOVE SUBGRADE, INCLUDING:
BOX BEAM.iGUIDERAIL SUB -BASE, ASPHALT PAVEMENT CONCRETE
-6R4 FOR .......
REFER TO NYS DOT STANDARD SHEET 606 .......
........ PAVEMENT, UNDERGROUND AND ABOVE GROUND
CONSTRUCTION; DETAILS & NYS DOT STANDARD .... . ... UTILITIES. LIGHTING. PLANTING, AND SIGNS.
SPECIFICATIONS,,(1/2/9p) 606 - GUIDERAILING. FOR
EXISTING EDGE OF PAVEMENT
MATERIAL REQUIREMENTS & INSTALLATION METHODS.
TRAFFIC, CONTROL . STRIPINGDELINEATION NOTES
CKISMUG STRIPING LINE
LEGEND
. . . . . . . . . . . . . . . .
1. THE 114STALLATION-AND CONSTRUCTION OF ALL TRAFFIC CONT
ROL
------ OVERHEAD TELEPHONE -----,*IRE HYDRANT
-ar SIGNS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LIMITS OF WORK 80+69
------.GAS VALVE YORK STATE DEPARTMENT OF,TRANSPORTATION'S'-MMUAL OF
WORK CONTRACT
',
GITP
SSITE
SIGNS TO BE INSTALLED
Sm QUANTITY SIGN QUAINT, NOI
MUITCD TEXT IINSTAUJEO UNDER INSTALLED UNW
NO. SITE CONTRACT SITE CONTRACT
RI -IC
STOP
12
3
P4-6C
PARKING
14
iy
I
•
R3-15C
DO NOT
I ENTER
P
2
NO
A
I AM -
TURN
C
3
D
UM11
4
15
E
2
1 OADINI
AREA
BUS LOGO. SYMODL
COLOR & TEXT
AS REQUIRED.
BUS STOP SIGN
LOCATION IN FRONT
OF LOWE'S TO BE
DETERMINED.
Total Sq. Ft. 120.9,31 Standard Spaces: 612
Garden Center Sq. Ft. 27,297 Handicapped Spaces: 14
Vestibule Store: YES Total Spaces: 626
Ratio (spoces/1000 sf) 5.17
SIGNS TRAFFIC
P y1on or Rood Sign Requirements: Signals:
MoxImum Allowed 200 s. f ExistIng Yes No
Maximum Heigh' L38 ft. LoC BAYROAD AND
Building Sign Requirements (Frt. Elev.) QUAKER ROAD
Maximum Allowed J50 S. f Proposed X Yes., No
Additional Signs,- Lo(�otion I@ MAIN ENTRANCE
Pylon Signs Requested) 1 AND SAY ROAD
Locations- QUAKER & Required Yes NO
BAY ROAD. Location
Building Signs Requested) 0 Counts:
Location(s): 20.000 IDay
Right Side QUAKER ROAD
Left Side IDay
Rear of Bldg.
FEB211998
------ OVERWAD WIRES ------
WATER VALVE UNIFORM TRAFFIC CONTROL DEVICES NYSDOT STD DETAILS. -----------
STF
U JPING. ------
WO
g ------ UNDERGROUND ELECTRIC MEDWIS. StGNS'ARE TO BE
----- UrIUTY POLE
tT -FO
• ------ WATER LINE ----- MONUMENT 2. STOP LINES SHALL BE SOLID WHITE UNES-TWENTY OR INCHES ES PROVIDED ON CONSTRUCTION
PREPARED. Orr
----- YARD LAW WIDE.. ()WGS
ON WIRE 3. PARKING SPACE MARKINGS
DECIDUOUS TREE PE 063618
INCHES� WIDE. 900 RTE 146
GUIDE RAIL LOCAT
0 ----- iON & THIS DOCUMENT IS X C 2
0 ----- CATCH BASINS T. JAMES HOUSTON PPR. UNMnMRIZED ALTERA
SHALL BE SOLID WHITE LINES FOUR TRANSPORTATION CONCEPTS DATE REVISIONS RECORD/ DESCRIPTION DRAFTED CHECK A TICIN OR AM91ON TO, SITE LAYOUT PLAN
o ----- SANiTARY MANHOLE CUFM PiFW(, NY LN
----- CONIFEROUS TREE NO PARKING AREAS 12/5/97 ift I EAU PER TOWN PLANNING BOARD MAL VIOLATION OF SECTION
0 ----- DRAINAGE MANHOLE 4. HATCH LINES FOR THE LOADING� ZONE & (518) 371-418i
;SHALL.BE SOLID YELLOW LINES. FOUR INCHES WIDE. 12/9/97 NTIRE PKG LOT OF LEASE PARCEL, WHEN MAL 7209 JUBDIVISION 2
STRUCTED, 10 LOWE'S HOME IMPROVEMENT CENTER
SIGN &Oi�- PEDESTRM MNAL CENTER. LINES SHALL BE LAID OUT BE CURBED
OF TH NEW YORK SPACED FOUR FEET ON ENCE OF-45 DEGREES. STOP SIGN TO BE LOCATED IN FIR ONT OF MAL
SO ASTO PROVIDE AN ANGLE OF CONVERGENCE LAYOUT NOTES: US 'S STORE EDUCATION LAW. 12/17/97 STATE."
EDUCATION APPROX LOCATION FOWE QUEENSBURY9 N.Y.
N�MWIDE CONNECTION TO ADJACENT
DASHED ROADWAY CENTER LINES SHALL BE 2, FOOT LONG. I o Fr. oc, P GO MAL
5, DNS ARC- TO CURB FACE. 75' N.M P.C. RIGHT PARCEL WHITE LINES. FOUR INCHES WIDE. 1-. ALL ROAD DIMENSIONS OF WAY 1/7/98 0 1997
MAL P.C. WARREN ,COUNTY, N.Y.
RIGHT OF WAI RD R.O.W. REVISION IFT S.W. PARKING C.T. WjE ASSOCIATES TOWN OF QUEENSBURY
LIBER 12 PAGE 155 T JUS
2. DO NOT SCALE FROM DRAWING. 1/7/98 roT 5'. PARKINQ MEDIAN RSAD REVISED.
6. FULL BARRIER ROADWA'(,tENTER LINES SHALL BE DOUBLE SOLID
YELLOW LINES. FOUR INCHES WIDE, SPACED EIGHT INCHES OC. SCALE:
3. CONTRACTOR SHALL REFER TO BLDG. PLANS & SPECIFICATIONS FOR EXACT 1/7/98 PRIOGE STRUCTURE LENGTHENED To 131 MAL PROD. 440: 97.4117 C.T MALE ASSOCIATES9 P.0
7. HATCH LINES FOR, PEDESTRIAN -CROSSWALKS SHALL BE SOLID WHITE LINES., >BUILDtNG DIMENSIONS. VESTIBULE LAYOUT, SHEET 2 OF 10
DESIGNED : IA 50 CENTURY HILL DRIVE. P.O. BOX 727. LATHAM. NY 12110
FEET ON CENTER LINES SHALL BE . I
FOUR INCHES WIDE. SPACED FOUR (518) 786-4400 * FAX (51#) 186-7299
LAID OUT SO AS TO PROVIDE AN Ar4GLE OF CONVERGENCE OF.45 DEGREES. DRAFTED :MAL DATE: SEPT. 26. 1997
a PAINT
�PROMAR TRAFFIC, MARKING. IINGINEMIONG e LAND SL4?WYM e WILIDING SYSTEMS
SHALL -BE SHERMIN WILLIAMS LAND •
PLANNM ENV=NMENTAL SERVICES •CPS/CIS SERVICES11 -314R
CHECKED: DWG. NO:' 97
9. PAINT SHALL, BE APPLIED, 10 TWO (2) COATS.
2