Final Plans MA7GN LINE
co
M►
SITE STATISTICS: ZONING DISTRICT-LIGHT INDUSTRY
AREA 66 400 S.F. = 16% REQUIRED PARKING. z
BUILDING
PAVING AREA 114,810 S. = 28%
OFFICE SPACES '
GREEN AREA 2295375 S.F. = 56% ZO EMPLOYEES = O .Q
. T = 10
OTA A 10 VISITORS
. SHOP
! 100 PLANT EMPLOYEES = 50 z
lo COMPANY VEHICLES - 10 uj
w
TOTAL SPACES = 80
PROPOSED PARKING: 110 SPACES 2019
W
- - - uj
� PLANT MATERIAL SCHEDULE
T SYMBOL COMIi/Oi�! NAME BOTANICAL NAME SIZE ROOT TYPE ~
O Y. L!?
Pi�'vt�EKYY u�+E TO bE c�.+FlRrytp� - �1?`
/ A WHITE P" PINUS STROSUS - � j....
` 9 it • CRIMSON KING M PLfi ACEA P�ATANOIDES
PYRUG CALLERYANA
7 C NRADfORD PEwR ._.-.--- - Crrar.
---
O SNOWDRIFT CRADAPPLE 3 rs,1� u�
MA�.vll
% 4 ! RED DARRON CRANA►PLE =f3 c�"
7 IN WIDT! SPRUCE PICEA GLAUCA
4 t# CLUMP DIRCN _ DETULA
bra —4 N CRIMSON KING MAPLE ACEfl PLATANOIDE>Z 4 �`
• _ VdKwm M
30
t VIDUANLIM ----•-•• - .
TAXUS SACCATA REPAY '•
� � J SPREADING YEW -
12 K
.LUE sPlwce _ :'. ._ PiCEA RECEIVED
... ....._..__. -_-- .--.-------.------
S r M CANADIAN MEMO" TSUQA CANADENSIS
a- sx. JAPENESE REo MAPLE ........... ACER PAL.MA?UM +' APR U 3 2019
TOWN OF QUEENSCERY
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Are
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3«wawa C MULCH
f II {PEAT ,toss FOR ,Q
r Fti PSI II
ot
RIM
•lIAUCER ,
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FN�iISMED GRADE •
CUT AND REMOVE cc
G FWN TOP 1/S OF 5 �,,, �•
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TOP SOIL MIXTURE At SPI6CIFIED �-
J z w �
,JjHRUB PLAUT! DETAIL a.T.s. W 4
i _ x
qp
9 V}t 141
�iiNa auf
` e�� VICINITY MAP oAT�: 26rM�t
r DRAWN 1<r:
` �� worst r+oa to ur twa :• ' '�' n� CNECKtD Ert Q
C I T C:� PROTECT r A�,36S '
VALE: Igo
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GLEN*y,iIIIN) t� F A L 1 LIM,DSr.RttNd 1 S1 '
1 IN ,� •� �► f TITLE
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�+ O r oar MULCH SITE LOCATION
ps
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t. SITE PLANS LANDSCA � � �. � � ,,.,.. .. �•f ' �.». ` ' � s��
K +, b \4�� ' .�phme soya WAX a,�wwror f - '
'gyp: w, ,aCAP VAS.f.,wG _
#t� NO�CwF MTN
hcc Esa N oilAii t iJ j W GE OF LLS
WAOWV sus�t „r
r
s�K
Lill
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ummm on susamal
$: G TREE PLANT G DETA * i .. Y T
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•. COUNTY ROAM 40 � � .- � .�«►�. `.
�. DIX AVE. -
�• WM siiu►« BY ror�t �.owo.P-�.a►T�o �-»-'io ,��1.
-
p
NEW MANHOLE FRAME do COVER
TO MATCH EXISTING
17
1' REVEAL
IN GRASS AREAS CONE SECTION AS
FIN. G E REQ'D.
PRECAST COVER AND ADJUST1vIEN-1
4� t RINGS AS REQUIRED
3 tP'JICTEYI �7�, STEPS U-)
VIACKMI3�G1ED
NORTH VAS • '� �°� PRECAST l�AA O-I'
,.•-° ' 8' COMPACTED #2
t r•r` STONE ;
,,,,... NEW 6'/8- SD€/PVC
.•� ' ! v' 35 IN `--- ..NEW 6",/8" SDR f PVC
t � f O� 35 Q UT
2 s WIN
rc INV. OUT
f
`\ m.. TYRIQLALNHOLE
S dE
Pg C I^
iLY'.,R3• �� Y /' g • MAN NOl r
I. IaIAMHC}LE COVER TO BE UNMARKED
d>, MANHOLE COVER TO BE INSTALLED W/ 1' REVEAL TO FIN. GRADE IN NON TRAFFIC AREAS
(SCALf: NONE) +r►'� �" I UNLESS NOTED OTHERWISE, SLOPE GRADE AWAY FROM MANHOLE TO PREVENT SURFACE WATER
ENTERING MANHOLE.
-
3. MORTAR ALL 'RECAST GRADE ADJUSTMENT RINGS (IF REQ'D.) TO PRECAST MAtHOLE COVER
AND TO EACH OTHER. TROWEL JOINTS SMOOTH INSIDE AND OUT.
ALIGN MANHOLE COVER WITH FINISHED GRADE AND MORTAR TO PRECAST RINGS
SrCNE WP RAP �` " .✓"' '' fsPRECASTHCOVER AS REG?'D. `
• MANHOLES AND COVERS TO BE FORT MILLETS 4V PRECAST" At/ PRESET STAIRS AND W ` A
FLEXIBLE BOOT ASSEMBLY INSTALLED IN CORED HOLE (SEE DETAIL - DWG Al
ALL MANHOLES INSTALLED IN GRASS AREAS TO BE DESIGNED FOR AASHTO H2O-44 i.OADIr4G.
U, SILT" FENCE ALL MANHOLES INSTALLED IN STREET" TO BE DESIGNED FOR N HTQ H20--4- O:A ,
8' COMPACT ALL GRANULAR SUBBASE MATERIAL,
L ! IG,
ti w G SANITARY MANHOLE TO BE CORE DRILLED AND R 1 - ,r
Q. ITARY MAIN ! BBLR BOOTED WITH SMOOTH INVERTS.
CB+I<7 � 1 t � ` * � ,. S TO 8E AIR TESTED AND T.V. INSPECTED.
•
` INSTALL RED GATE TIDE FLEX CHECK VALVE AT DISC T
3'-!r X 3•-cr' X AS KQ*D I t v .. DISCHARGE ENS OF E" SAN €ARY LINE IN MH 2..
PRECAST CJ1MH �ihsy
1 CtC1'
4 RN MI - 31 s.9• ! cr p• m ,.
y 1 I 0� t' D it>C 9µL1T ppNy�frL�A'€. N1�/ R ps
. •"' � MM1 t1tIT .• 315.94' ( � � q ,t � 'h?1'>i r-Jr2E:.' £hi: AN, ,
1
7181
I 2128
sR ... ..... r'�1. 1 3181.4 ' err OUT3 >€ 1
, 29<,75' - STONE RIP RAP
r`
$ (SEE ?YPICAL. SECTION)
f
f t 1
' y 3'7.E /rf `.. .'•"'# .,"""1441
HEAVY DUTY FR E & GRATE
t.! :' r y✓ y CAIuIBE�LI 1154 ROUND COVERS
--' � CAtdBc_�L 396 �QUARE COVERS
_ ---. ��' \� � ,,►' , . '' FIN. GRADE )
' 1 22.09 k\g ► \ 1 ;} < t ,,,. _ �' c� PREC, 31 'ER
{
COVER
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' AT I 'I- C BA
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f l
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H BASIN
% / 3'--Cr X 3--C X AS R"*., �Sf�fi 1
/ 16.2E ' PRECAST CATCH BASM
fW Wit. - 316.26 J '''"' '' ��"} STEPS
r t
�+ ,,. IEQUrILL FDI4` TH BASINSGi?eTErt
rN 31 t.5�
A ti qT OUT - 31?.SC` � -� ���- 4' IN I IJ�JSHE1° i7 F'
_ \ -EXTERIOR WALLCOMPACT A?_ c 1
,y�' ,tt_ •' L B4`.K ILL AROUND CATCH BASINS
Y ` OPTIONAL FRESH AIR VE{6T (SCH 4{} f'VC)
' , \ l '''`
}�y,AN �.�I�.. I�UsI�ROQ�! c..�.PPROOF
..
' ce h , c ,,,��lR s \ \ lr\ COVER TO BE FLUSH �a
r '4 f' f, % 323.23
3tt h " CA' 1 !! ` t �s /j} f y„ t 92 ♦ CS {� f y g p
TOP OF FIN, FLOOR �' � 4•��� �€..-r w' �.Yw .f:. �Y,0.:I?,R
k3 EL.. y Q a x k z 7.. .m
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'y FLOOR ELEV. � e
}ry
t
z7 EIS SUI3RAD
e
t
ROTATE T FRESH AIR VENT OR PAVEMENT
TO CLEAR BUILDING TRAP `.__ S�IJ
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e.
23.BC) ` � t•!'Ya � � m i''it� i►+1��.;E�rVALI�
' G� =r.t EXTENSIONS 4O ( I �. — ... .. 4', ?8" HDPE STORM DRAIN
3"" SCH. 40 PVC FRESH R Q
ES AI VENT � �
,
IUP.
,
CTED SUBGRA
SLOP ,>.
,
1 ` r T O 329. 323.8E '� ' .� �' [J 4 j" Q }E
` SCH. 4C? PVC ..
2 l / ,. I ( 4 X 8 COIF
G X f l \ 4 {3Ot18LE HAND HOLE _ ._ __.. , REDUCER t fi —C I I L..J'N TOR AI T
.,r
BUILDING TRAP OR RUNNING (SCALE: NONE)
27. / 'Imo )
' TRAP (SCH. 40 PVC -
= tc t
NEW BLDG. FOOTER AV
,
Applicatio00
n.s t CC3MIATIC?hl ,►Y -/ ..mom. .
7, AND 1 /8 BEND (SCH. 40 PVC)
r
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R�
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1 - zop
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r.. � 7.50 324.95 G _ It NSOU
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ZT IF Imo' �-`n"- �.9? � r 4%, '--s}� 3'--Q'€ MAX.
""?►.. ad`. s. - 321 t^ 3'--C' X 3•--C X AS REWD. 323.82 +
PgtEfilS? CATCH 9A5!!i " w 1* ACC DETALS j u ai : RIP RAP THICK
�,�
'l RN ELEV. - 323-97' � 3 �'s 41, 0 III 'R, EQ EA ss
-.
•• .w ,ra ,s ga 12' STONE
P' ... d "0,«6 .•.. l ,t - .)CJ.B'�' ` .. 35 � -, n'� � ,i t< _-_.K',`-". kr
EXISTING CONTOUR LINES � � s1x-
- 4-363r,� ..--.... __ ' D.J. wATERUE - .._ . ... . . . .... �." , �, g- ' ._� FILTER FABRIC -
t . -
xm �".:° 23�"--- TCHl3N SEA G A I C EROSION CONTROL FAF#RIC
REVISED CO.�TQUR LINE I"Y�;XON
^
... .._._ .._• � R '._. - �� GTF-400E
K flsJ' - 31992' s
131—Q'---------- � �, ,.� b.
TYP RIP RAP
N.T.S. � � � �� � � � SECTION
, 3-
N.17- FIN. GRADE - 3OE- DC` , - s� ar,� *10 r �_ ._-._ .- -- - 12' 2 —o" —o` N.T.S.
i
INVERT ELE`ti, = 3»�`;.Q,C, €. 1 ` ' 'b
o EL - 305.00'
CV —
`10 ° aa' STONE Rlr: R
C1a SL PE 4.35 -�tSimi
. STONE PIP R ; APE RIP - '- 20 8eyberry Drtve. Nero York
n. bA o�o ,c.0 •:
COMPA;:Tf.0 r8:> _ R S RAP # (3" TTiK. C', !)782-
STOIqE
WtAW It
AMG INDUSTRIES, INC.
lift f�►V r% WAY I COMPACTED SUBGRADE MRH QUEEHSBUR1f TECHNICAL P, .
CtUEENSBURI
3 a���3 �,Vu.W #; * irsw ,w BY:
(SCAR E: 1/2` — # —(7') at> ti �t rwo a ��1\S
._
MRH GRADING L
3 Et +Y3 r' WAY MAC sw t w+Oe�.+t'
Wv"Kpm WALL.
AA'M 1 = 40'---0,' JUNE 22 1903 �}b'rf�y. Al
fN .
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tt 1 \
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1/16 BEND
1 LEAN Y
OUT
10,
340'
KM MN SiR
Ant low�ww.ram �•.�=�' -=� �'-""^
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PLUMBING OFF -CE AND SHOP
SANITARY & A T E R
REVIST[N $Y DArE
PLAN VIE v/ OF
AMG FAC - _ ITY
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GLENS FALLS,
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