Final Approved Plans ,
DRAWING INDEX
SHEET NO. DESCRIPTION REV. ZONING
G .A. BOVE F REQUIREMENTS
E
T-1 TITLE SHEET U
REQUIRED PROPOSED
C-1 EXISTING CONDITIONS
TRANSFER ST ZONING - CLI Commercial Light Industrial
�. C-2 SITE PLAN
PERCENT PERMEABLE
30
22 LOWER WARREN
C-3 SITE PLAN 1"=10' MIN. LOT SIZE
C-4 Cn
EROSION SEDIMENT CONTROL QUEENSBURY, MIN. LOT WIDTH 200' 271, �; N
C-5 DETAILS111 0
MAX. BLDG. COVERAGE 40'000 SF, RETAIL 2500 EXIST. N I
U
C-6 DETAILS 00
FRONT SETBACK 50 65.5 Iz Ln
o �
O NER : REAR YARD SETBACK 30' >- 0088 :T1/ V
® `n
� TAYLOR WELDING SUPPLY CO SIDE YARD SETBACK 30° 30'
,, INC .
X w=
SIDE YARD SETBACK Cn -
30 146.75 � 4- -
22 LOWER WARREN ST - ONSITE PARKING z
O z o
MAX. BLDG. HGT. 60' NA �
QUEENSBURY, NY 128040
OFFSITE PARKING 0 0 �°
00
MIN. HC. PARKING N/A N/A Ln
TAX MAP # 303 .19 - '1 - 47
n (
C� c °0
L.J
z Q) Q)
CD —' C
w -�
Q; O 0L
o
Qj
RESOLUTION APPROVING SITE PLAN 56-2009 G. A. BOVE & SONS, INC. „m ( U)
. ,K
N
t
I >:
1. Asite pIar application has been to the ueensburyPlannlngBoard for the following: AIlcantro proposes to �..,.
...
_
r- r IIliquid Install 30 000 a on tank n .security fence. Commercial x
de ansion In the CLI zone re �
Y P wires a�Y
_L Board ,rid approval.
oa d review �.,r �. `
,
' +s -.))3_ } -v-.:. - f -]e.z 1 1 S ., L 5,.:, 1 ,::, .::.., .,.'•' .. ...2. :'; ":i, s11 -: `}'i"'
,} M
y R''1'*5,- .... -: ,. - L . ,:; , �,+rc- �k."„ 5' S„ .�a ,.. 1 n::F• :..,':,t -, ._.:,. „ ....=r..._... to
2. A .:gym WBSadvertised „.
public he and held on 10/27/09. and
daG.u'z
Old
3. This application Is supported with all documentation, comment and application material In the file of record „
:,..:, ..
MOTION TO APPROVE - Gretchen O E SITE PLAN NO. 56 20 09 G.A. BOVE & SONS INC. Introduced b , -.•,,. _ .. .....- . �_ , -
Steffan who
moved for its adoption, seconded b Donald Krebs.According he resolution a
w
d t t so utionprepared
o b Staff. F our A Para ra h F r
9 YFour B Decl r 9 Pa ation.
Paragraph E, F. & H do not apply.
o H. Pursuant to relevant
ant sections of the
own of Oueensour
Zoning [Chapter 1/9toe Planning Board has °'. .... .,,
Pz
_
�i
h determined at this r e mine s proposal
d complies with _ _ ..
th the requirements
u ements is � il7ii—
S,as stated In the Zoning Code and > - . .,. _ ., � I}--
P P P t ,_ _
B. TheuiremEnvironmental
re ents of the ,• - ::, - m..�,.._... ,�,
e State qO eview Act have been considered and the Planning Board
Y 9 O
_. 0 w
k ° has adopted a SE RA NegativeD -__,
p O Declaration; and '\
O
I. -..._t : , .�-: : _: "": `:. r, ,,, ,.. JJ t ,. ♦� is ,„
C. Fina
l approved tans In compliance with the I P9Development p p p Site an, must be submitted to the Community
y
Department before an further reviewpersonnel.
b the Zoning Administrator or Building and Codes
Y Y 9 9 The applicant
must meet with Staff after approval n
and nor to Issuance of Building Permit and/or the beginning � LOC*TION
P 9 of any site work.
Subsequent issuance s
ue ce of further r e emits Includln b II In
u d ermit I
s s de endent on com 11 n q P ace with this and all otherconditions of this resolution and OCA ION:
_ u
... J... 9
r D. As bunt laps to certify that the site Ian Is �7
p developed according to the approved fans to be provided _1
Y P p 9 pP P p o ded rp Ior to : '�,>`
I the certificate issuance of of and
� E. Not applicable. If applicable, o be combined with a letter of credit and Item d t
..,,� _ .
r;'�iI f9
_._ �.•i .<.
F. Not applicable. The Sanitar Sewer connection I Fall's � ,, _
y an must be submitted to the Wastewater �[ ,» illi.�
P Its -� », .,.. Y -' r
e F W r
review,
�
ermittin and In inspection; and , ,
P 9 ,
.�" ti r M-I--d
H. Not applicable. Waiver requests
n
,.
The I fbuffer , >r e limits o clearing will
I constitute a n o cut �.zone oran e construction fencing
9 be Installed around these
areas and field verified b Community Development
y
Y Y staff -���., ,;, ;���' , >_ �r •� -
signature
SA
J. Engineering sign—off required nor to of Zoning Administrator.
�. T :.a �:,�-`�' .,��.✓�:rs . `�.,f.'ter. - � -. «,- .- ,. :,., :,„ f
r
K. The
e e applicant shall submit a copy of a NO[ [Notice of Intent] SWPPP [Stormwater Pollution Prevention Plan & NOT ,�.a < <<` ...•u .-
, Notice of Termination] see staff
a
;w
L. This Is approved with two conditions.
1. That the applicant will add dark green link :a p`
NOTE: HARLAN—M
Pp g slats on the dram fink fencing to satisfy the requirements of T t.fx. :. CGEE of NORTH AMERICA HAS NOT BEEN RVALS D "
9 Y q own ,�
• � TO PERFORM OR PROVIDE ANY PROJECT IN
>'t acv, m^` r, '„ OBSERVATION
ONS APPROVALS
- Code 179-8-080 C. :''° �'K^°'�-° -_� F ',�,»' ..'--•»*».^"'-• �s+ ,. CERTIFICATIONS OR CONSTRUCTION �, ., ';h Mt : > r CTION OBSERYATION SERVICES, AS
U RELATED TO THE CONSTRUCTION OF THIS PROJECT.
2. The applicant will extend the silt fencing into the wood for erosion control purposes.
ur
P P • °�a. par - ! : ,; - - : �, »' ,� 6 s IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
' s DISAGREES WITH THAT AS INDICATED ON THIS PLAN T
th - HE CONTRACTOR T`;:
-, SHALL STOP WORK AND NOTIFY THE ARCHITECT & ENGINEER OR
+ ,. ASSUME s,; E ALL RESPONSIBILITY
- " ..: : S ONSIBILrfY AND LIABILITY ARISING THEREFROM.
-,
Duly adopted this 27 day of October, 2C09, by the following vote: l y� � EFROM. ,.
--- -- ! COPYRIGH"io C 2004 BY HARLAN—MCGEE of NORTH AMERICA, ALL
RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE TH tr
PROPERTY OF HARLAN—Mc of NORTH AMERICA ANY UNAUTHORIZ
t a WITHOUT THE PERMISSION OF SA .n'N—MCGEE IS STRICTLY PROHIBITED
AYES: Mr. Sipp, Mr. Traver, Mr. Schonewolf, Mr. Jackoski, Mr. Krebs, Mrs. Steffan, Mr. Hunsinger AND THE REPRODucnoN TRANSLATION OR COPYING OF ANY PART OF
THE 9THIS 9�6KUNI�TEON3TATES THAt COPYRIGHT�SE
HE PERMISSION
ZONING MAP SITE LOCATION MAP OF THE COPYRIGHT OWNER, HARLAN—McGEE, IS UNLAWFUL
NOES: NONE
S ! T E VICINITY MAP ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD
BE ADDRESSED T0:
HARLAN-McGEE of NORTH AMERICA
SCALE: NTS SCALE: NTS 4000 SILVER BEACH RD.,
SCALE: NTS MALTA, NY 12020
CC: Harlan4.1cGee of North America
North
North
Nc
DRAWING:
x
TITLE SHEET
SCALE: N TS
DRAWN BY: WEC
w �
DATE: 9-14-09
PLOT DATE:
Q
' I u�CODES Y
2
sutWU NG
4
2009 STAMP: `f0 y�, PROJECT NO.
HMNA09-o�
DRAWING NO.
p59460 ���'
0 sseoti u — u
ZONING ADMINISTRATOR DATE
ERNEST J. GAILOR, P.E.
"d ',T.rk'''ri,''ae%wL•_,c.:Es�bvl'Y$...bu3y s.a,. ..+e.-x v...aa•..un wms.s:as'i5 ec.�+yex'�,,.'az _ .,.�'.ra.".,": r"ti -
IV
Glens Falls Lehigh Cement Company
a--�
Bl7 / 1 P232
WOODS
• — S79729'00 E 3.16 I -- O N-)�-- X sX X C� N
95.44 250.49' O • W Q `-
BATHY MIRY, 0 1=
(FOUND DISTURBED) L0 N
U Q
z • N >- 00
3: LO
9a.68 30' SETBACK o CD
�c �
\'X
z
97.97 N X
Q WOODS
o 0
coNc- WOODS o QZ
�
n` W CL -0
W Cf) OU
O GRASS 00
LC) Ln
98.10 -C
U
z
T oo ZN wm �
EXIST. POWER POLE w Taylor Welding Supply Co., lnc. OL . U N a ,�,� z L-
Bk529 P288 Q �. m !
`1
Cp w . 1 096
CO J Z (/) o
m Z oOf_� 70 W
O —
I�n w �. j I 99.71 "IP. p�j O
Om XQ 01)
O m
1 STY.
CONCRETE BLOCK WO DS
BUILDING
m FILLER I Area= 1 . 193 cc. 94.05 U
PIPE Q)
I
7
500.62 I
OVE
R
/� ^I(� ' GRASS
I V R A V VX96.61
QE_
• I O
Ip
5+C)' SETBACK o E ,
X 100.89 X 98.37 I
I W
. I X 97.48 � F•-1
I X96.52
X98.37 w V 1
� 96.28
• -- I _271.00' rr
—
I N79'29'00'"W •
9a.o5
CONIC. SIDEWALK 97.33 1�p Cn
�'
BENCHMARK -2 \ 100.01 � w
RR SPIKE IN POLE \ i BENCHMARK -1 w
\ U BONNET NUT ON HYDRANT
ELEV.=105.24' B
wl ELEV.=98,7 '
L ® wer T�-� Warren Street �-4
C\2
WI
EDGE OF ASPHALT
\ I
\ I
NOTE: HARLAN—MCGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS,
RELATED TO THE CONSTRUCTION OF THIS PROJECT.
\ I CERTIFlCATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS
y;
IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR
SHALL STOP WORK AND NOTIFY THE ARCHRECT k ENGINEER OR
ASSUME ALL RESPONSIBILITY AND LU161L1TY ARISING THEREFROM
COPYRIGFI{{��C 2004 BY HARLAN—McGEE of NORTH AMERICA ALL
RIGHTS RE§ERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
PROPERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNAUTHORIZE
WITHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED
AND THE REPRODUCTION TRANSLATION OR COPYING OF ANY PART OF
THE 119 6KUNI EOD STATES PERMITTED
OPMYRI IGHDT ACT EWfTHOUT FIE PERMMIS OF
SION
OF THE COPYRIGHT OWNER, HARLAN—MCGEE, IS UNLAWFUL
ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD
o BE ADDRESSED TO:
.v Deed Reference : Map Legend HARLAN—McGEE of NORTH AMERICA
i evations are based on an assumed datum. Taylor Welding Supply Co., Inc. 4000 SILVER BEACH RD.,
MALTA, NY 12020
Book 672 Page 830 • 5/8 steel rod set with a tag
--e location of underground utilities shown on this plan o marker found, labeled
e for information only, and all utilities may not be DRAWING:
s-own. The contractor shall contract U.F.P.O. 0 utility pole PLAN VIEW
800-962-7962) and the proper local authorities or - - overhead wires'�spective utility company having juri x— w
sdiction to confirm —x x ire fence EXISTING CONDITIONS
ne location of all existing utilities before commencing =
,•.ork, Any costs incurred by the Contractor due to the stone wall SCALE: 1 20'
:ilure to contact the proper authorities shall become the DRAWN BY: WEC
,esponsibility of the Contractor.
DATE: 9—14—09
REVISIONS:
Al
-- I 2
FLAN EA
r� ONDI
1-- ; NO- TON 3
I I AllSS J- G PROJECT NO.
1
DRAWING NO.
059460
ERNEST J. GAILOR, P.E.
O
Glens Fails Lehigh Cement Company
O
1111 P23 ~2 U N �
WOODS LLJ O
O� o0
00
� In
p..�.� U Q
S7929'00 E % C L_O O �
250.49' Z >- 00
BATH MRK •
(FOUND DISTURBED) i 00 0 3: LO
CD N
N z X
C C
30' SETBACK ® z 00
a�
o O 0
O
Area= 1 . 193 cc. wooDs o = � 0
w4c- I WOODS o LC)
PAD 0 1'
00
—-- WOODED AREA TO Y ct:� m
5®'_011 BE CLEARCUT C 1542 SF) ' Q W
UNDGTLIRBED- CO Z O
GRASS �w I !
CN
SNOW REMO /
Z Cn O
STORAGE A = p o o W
cv o � O Q
x PROPOSED o o Z O
Taylor Welding Supply Co., Inc. I _
8k529 P288 Y ( x 30,000 GAL N m
U
/ OPANE TANK Cl)
0]z p
y+. N
U m Z � D 0
co
1 STY. NEW LIGHT I i x
ON EXIST. . \I GRASS WO DS
CONCRETE BLOCK .P v OLE ; �
L BUILDING -
FILLER
PIPE I X @ N
VENT I PROPOSED GRAVEL
8 PAYING, (elo SF)
12' ROLLING w
;;:-KHAN GATE .�
x o
50'. SETBACK
CzRAss X
UND I5TURBED W
EXISTING ASa=HAL' x
x X GRASS RNNi �
I 8' CHAIN LINK FENCE
F-�--I
I
Q o I � �
02P I
W r,
271.00'rA
® W
I
CONIC. SIDEWALK N79'29'00 W F�
BENCHMARK -2 �+
RR SPIKE IN POLE ` UI I BENCHMARK -1
\ BONNET NUT ON HYDRANT
ELEV.=105.24' ELEV.=98.7 '
wW NNEI 0
Lower \L� Worren 01, Street
NOTE: HARLAN-MCGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS,
EDGE OF ASPHALT I RELATED TO THE CONSTRUCTION OF THIS PROJECT.
CERTIFlCATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS
I IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
\ I SHALL ESTOP WORKITH AND NOTIFY T AS THE ARCHITECT &D ON THIS ENGINE THE ERNOR�TOR
ASSUME ALL RESPONSIBILITY AND LUIBILITY ARISING THEREFROM.
COP CRR C 2004 BY HARLAN-MCGEE of NORTH AMERICA. ALL
\ I PIRG EP RTRY OF HARL THIS
of NoAND ATTA � u ORIZE
Notes: I PROPER
UT THE PERMISSION OF HARLAN-MCGEE IS STRICTLY PROHIBITED
T�FIIS WORK BEY�ODNDnTHAf PERMIT�tED BY SEC�IONNG07F0 08 T OF
\ I THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION
1) Elevations are based on an assumed datum. OF THE COPYRIGHT OWNER, HARLAN-MCGEE, IS UNLAWFUL
ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD
BE ADDRESSED TO:
2) The location of underground utilities shown On this plan - - - - - - - - - - - " - HARLAN-MCGEE of NORTH AMERICA 4000 SILVER BEACH RD.,
- - - - - - - - - - -
are for information only, and all utilities may not be MALTA, NY 12020
shown. The contractor shall contract U.F.P.O.
(1 -800-962-7962) and the proper local authorities or
respective utility company having jurisdiction to confirm DRAINING.
the location of all existing utilities before commencing MCI �J Legend PLAN VIEW
work. Any costs incurred by the Contractor due to the
failure to contact the proper authorities shall become the • 5/8" steel rod set with a tag
responsibility of the Contractor.
o marker found, labeled SCAU: 1 »=20'
0 utility pole DRAWN BY: WEC
- - overhead wires DATE: 9-14-09
—x x x— wire fence REVISIONS:
stone wall
2
if 3
4
I( 20 I PROJECT NO.
—_
l DRAINING NO.
2
ysF 059460 . •,
�-2
®a�OAVESSIO
ERNEST J. GAILOR, P.E.
C ,4 5 X
� No
I NEW 5ECURIT"'� LIGHTING
co
i a:� In
I ETEfi;;�NALU1 -IE 15OUJ 1 IETAL Q o
I
4 >_ 00
AREA REA LIGHT UJ/ FULL CONC, 54 DL
3: In
CUT - OFF 5HI LD 2 T"T .> G- ® 0
- 4 z x
_ 0
Q:f 0 —
z �
0 o z o
L n 0
0 C CHAIN IN
r—
/' I 5 CU ITS' PENCE ?< w C) I
EXI5T LIGHT -4 � uJ/ A 0 0000
1 1k - - - D i� N - Ln
L INf�, 5L,4 5 �
1O/ w
CD —' c:
30,000 GAL, I
iz � 0
L-iCONC. fi=U1„I'� �,4D T,41�fG '--� 't
F0fR Lfi f=U Ii= Q,
3O ' - E X 15T
WOODS
TfREELINE
I
0
F 45TON c-:;iv,-4\/ L
1 I4INT, 5UFRFACE
TF--,,4N51='Ofi`T
VEN T UNLOAD 1RI5E1R
N C/D
0T,4IL TiRUCK oo GRAVEL
LOAD INS 1RI5Ei;R ° 1=4VING G- w C/-D
I � �
loll 5OLL,4fR1D5
w
1RoLL INCH � w
CH,4INL IN<GATE o o a o 0 0 0 0 0 0 0
O
IO O O O O O O O O O O O O
I O O O O CjRUSHf;R fRUN -
� X
I
I
C�fi�,4��L i�4�INC�
O O O O GRASS
11 NOTE: HARLAN-McGEE of NORTH AMERICA HAS NOT BEEN RETAINED
`- TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS,
CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS
O O O O O O O O O O O O RELATED TO THE CONSTRUCTION OF THIS PROJECT.
4 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR
SHALL STOP WORK AND NOTIFY THE ARCHffECT do ENGINEER OR
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
COPYRIGH10 C 2004 BY HARLAN-McGEE of NORTH AMERICA- ALL
O O O O O O O O O O O O o RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
� '4 /�Q /� PROPERTY OF HARLAN-McGEE of NORTH AMERICA ANY UNAUTHORIZE
< V )�� WITHOUT THE PERMISSION OF HARLAN-McGEE IS STRICTLY PROHIBITED
AA / A /��AA ��{ ��� /\I'll / AND THE REPRODUCTION TRANSLATION OR COPYING OF ANY PART OF
1
WORK
ED By
THIS
ERM
0 THE COPYRIGHT OWNER,OS I�GNHT ACT WITHSECTIOOUT OTHOR
PERMISSION
McGEE, IS UNLAWFUL
ALL REQUESTS FOR PERMISION OR FURTHER INFORMATION SHOULD
BE ADDRESSED TO:
I
HARLAN—McGEE of NORTH AMERICA
I MALTA, NY 12020
I 'T II 4000 SILVER BEACH RD.,
I X
LEGEND DRAWING:
I I
UE UNDERGROUND ELECTRIC PLAN VIEW
SCALE: 3 16"= 1'-0"
I OHE OVER HEAD ELECTRIC DRAWN BY: WEC
DATE:
9-14-09
I
IREVISIONS:FENCE UNK SLATS ADDED WEC 11-2-09
I
1
2
I 3
i
I .„��
STAB!� J ��� PROJECT N0.
� G4il Q'
k ..
DRAWING NO.
2
ysFQp� 0 5946U
ERNEST J. GAILOR, P.E.
97.91
EROSION & SEDIMENT CONTROL NARRATIVE
Q 1 . Additional erosion control measures will be employed where determined necessary by actual site
WOODS Q conditions.
Q)
2. Prior to commencing land disturbance activity, the limits of land disturbance shall be clearly and
WOODS accurately demarcated with stakes, ribbons, or other appropriate means.
3. The construction of the site will initiate with the installation of erosion control measures sufficient to
A control sediment deposits and erosion. Contractor shall call local municipal representative for an
inspection of soil erosion control measures prior to beginning grading activity. All sediment control
will be maintained until all upstream ground within the construction area has been completely w o
SILT FENCE
fi fi20JECT LIMIT LINE stabilized.
� N
4. The location of some of the erosion control devices may have to be altered from that shown on the00
=
plans if drainage patterns during construction area differ from the final proposed drainage patterns. U-)
Any difficulty in controlling erosion during any phase of construction shall be r Q 0 eported to the engineer � o .-.
Immediate) >- 00
UN1� I STl�RB� y.
5. Erosion control measures will be maintained at all times. If full implementation of the approved plan ® LO
C� �SS X does not provide for elective erosion control, additional erosion and sediment control mea
sures shall z
� TOPSOIL � be implemented to control or treat the sediment source. X
/ STOCKi=ILE 6. The contractor shall remove accumulated silt when the silt is within 12" of the to of the silt fence. c� 0
Q p � � 4-
7. Failure to install, operate or maintain all erosion control measures will result in all construction being w —
I CLEAR CUT ,4R�r4 X 'a`R�'� O � stopped on the job site until such measures are corrected. z °
o z j o O Q 8. Silt barriers to be placed at downstream toe of all cut and fill slopes. Q � �
Q 9. Any disturbed areas left exposed for a period greater than 14 days shall be stabilized with seeding. a-
X I ST. fi OL I X N Q w C)
10. Seeding: � 00
Seedbed preparation: Area to be seeded shall be loose and friable to a depth of at least 3". The top -C LO
�0 layer shall be loosened by raking, disking or other acceptable means before seeding occurs. In lieu of U p
C.) cn a°)
soil test results apply 50 lbs. Of dolomitic limestone and 25 lbs. of 10-10- 10 fertilizer per 1 ,000 sq. ft. � m
w Ln
� IP• Harrow or disk lime and fertilizer into the soil to a depth of at least 3 on slopes flatter than 3: 1 . w
Seeding: Apply 50 Ibs per acre of common bermuda & winter rye. Apply seed uniformly with a z a)
/.
cyclone seeded drill culti — >
packer seeder or hydroseeder (slurry includes seeds and fertilizer z — C
recommended on steep slopes only) on a moist, firm soil. Maximum seed depth should be Y/" in w
clay soils and 2 in sandy soils when using other than the hydroseeder method. Irrigate until o
' >< vegetation is firmly established if soil moisture is not sufficient to support adequate g I rowth. o 1 1 . Contractor shall remove all erosion & sediment control measures after completion or construction and
' WOODS establishment of permanent ground cover.
12. The escape of sediment from the site shall be prevented by the installation of erosion control measures
I �
and practices prior to, or concurrent with, land-disturbing activities. �'
g4,05 13. All cut and fill slopes must be surface roughened and vegetated within four °'
I 9 teen (14) days of their o
' X construction.
I = — 14. Control measures will be checked daily and any deficiencies noted will be corrected by the end of
VENT I each day additional erosion and sediment control measures will be installed if deemed necessary after
o on-site inspection by the issuing authority.
I o 15. The only materials to be buried on-site is vegetative material. Construction waste may neither be
burned nor buried and must be taken to a state approved landfill.
i
100.62 X 16. Storm water control measures will be inspected after storm events by a qualified professional.
I � W
17. The Prime contractor and sub-contractors are to follow the measures outlined in the Erosion and w
• o 0 0 0 0 0 0 0 Sediment Control Plan and SWPPP.
GATE
9? 36 X96.61 O 18. Temporary stabilization of all disturbed areas not wo-ked for greater than 14 days with hay or mulch.
o
EG2UIPMENT STORAGE X SILT FENCE 0
AND WA6HDOLUN AREA C) ,
EXISTING ASPHALT
1.37
I
I w w
. UNDISTURBED ® �
GRASS
X X
X , 48
I
X
52
• I PI�OJECT LIMIT LINE 9 6 G\2
I
I 98.37 6.28
I
NOTE: HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS,
CERTIFlCATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS
RELATED TO THE CONSTRUCTION OF THIS PROJECT.
IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
SHALL STOP WORK AND NOTIFY THE ARCHITECT do ENGINEER OR
ASSUME ALL RESPONSIBILITYREES WITH THAT AS D AND LIABILITY
D ON (ARISING THEREFROM.
NTRACTOR
ICOPYRIGHIR C 2004 BY HARLAN—McGEE of NORTH AMERICA ALL
RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
2 7 . 00 PROPERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNA RE RIZE
THE
I AND THE REPRODUCTION TRANSLATION OR COPYING OF ANY PART OF
WITHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED
THIS
BY SECTION 107 OR 108 OF
THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION
RK BE NO
�/�� OF THE COPYRIGHT OWNER, HARLAN—McGEE, IS UNLAWFUL
N79°29 'OO "YY D ALL REQUESTS FOR PERMISSION RDFURTHER INFORMATION SHOULD
97.33 1' BE ADDRESSED TO:
HARLAN—McGEE of NORTH AMERICA
4000 SILVER BEACH RD.,
I MALTA, NY 12020
g8.05
I
I DRAWING:
, I
EROSION AND
I
SEDIMENT CONTROL
DRAWN BY: WEC
LLJ
I DATE:
9-14-09
REVISIONS:
1 REVISED SILT FENCE WEC 11-2-09
' f IEROS ON AND SED 2
��ENTFL -
LLJ
4
ISTAMP'f" ` "" PROJECT N0.
5� J" Gy
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DRAWING NO.
Ix
ERNEST J. GAILOR, P.E.
Milk
POST TIE WIRES
@ 15" CENTERS �+
TOP RAIL �
TOP RAIL TIE WIRES //� LINE PO T /'
@ 2 4"
CENTERS CHAIN LINK FENCE WITH
PRIVACY/SCREEN M SLATS w
DET. 3/C5� cn
I� 0
U N
TERMINAL 241-25/e I 30 , 000 GAL . STEEL 0 �
POST
00
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PROPANE TANK Q
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>.-III—III—I IIIII I I—IIIIII—IIIIII—III—III
0
42 MIN. BRACE RAIL 00
CONIC . TANK SADDLE
CONCRETE NOTE:
RIVETD. INE POSTS MAY � TYP)SET TO 40 MIN. ( w Ln
1 '-0" 1 o MIN. DIA. BELOW GRADE AND CONCRETE hi
OMITTED. z
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FENCE DETAILS o
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COLOR TO BE DARK GREEN
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2. 251IX2. 25" 9 GA. 30,000 GAL #5 BAR, 2' OC
GALV. STEEL MESH PROPANE TANK VERT. AND HORIZ
(TYP) —° C\2
7'-0
1
I CONCRETE SADDLE
3" CLEAR
NOTE: HARLAN-MCGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS,
CONCRETE SADDLE CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES. As
RELATED TO THE CONSTRUCTION OF THIS PROJECT.
IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
° CONCRETE FOOTING DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR
I _ O 1 1 CONCRETE FOOTING I " ASSSU ME� RESPONSIBILITY ANDMID LIABILITY�ARISING ENGINEER
THEREFROM.
COPYRIG C 2004 BY HARLAN-MCGEE of NORTH AMERICA. ALL
RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
PROPERTY OF HARLAN%%-GEE of NORTH AMERICA ANY UNAUTHORIZE
j WITHOUT THE PERMISSION OF HARLAN-MCGEE IS STRICTLY PROHIBITED
THIS WORK BERYOONDntWt TRANSLATION
SECTTIONNG107F0�0 PART
OF
3 I I M IN — THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION
OF THE COPYR2-� — UNLAWFUL
ALL EO ESTS'GHT F R PERMISSION OR FURTHEROWNER, HARLAN-MCGEE, ISINFORMATION SHOULD
LJ BE ADDRESSED TO:
5'' GI EAF 21_0I1 HARLAN—MCGEE of NORTH AMERICA
L I� 4000 SILVER BEACH RD.,
2'—O" 14'—O" MALTA, NY 12020
i
12" #2 STONE BASE 3" IN.
tT 3 # 5 L'GITUDINAL BARS DRAWING:
if
TOP AND BOTTOM.4-
DETAILS
SEOTEXTILE 5EPERATOR FABRIG
3 3�-4" SCALE: AS SHOWN
CDRAIN BY: WEC
DATE: 9—14—09
REVISIONS:
Al SCREEN FENCE DETAIL ADDED WEC 11-2-09
2
3
4
\ T •
ELE X/A I I O � `I I � �— r-4-� SECJION o SADDLEHMU C ° e; PROJECT N0.
I GDEAS�REEFENC� NG II DRAWING
' o5s4Q�u �
ERNEST J. GAILOR, P.E.
COOPER LIGHTING L COMMERCIAL
DESCRIPTION
GALV. STEEL
The Lumark Eternalume is ideal for perimeter area lighting,residential and
commercial security lighting,residential streets,parking areas,and loading
platforms. U.L.listed and CSA certified unless footnoted otherwise. WOOD POLE
BRACKET V) r__
�- 0
LJ 0
SPECIFICATION FEATURES —
...��®�®C®ntr®I ...Mounting Raglact®P 15 0 W METAL
_ 00
In
NEMA t:^.stlock style photocontrnl ('an be pole or wall mounted. Fluted,formed specular aluminum U
for automatic dusk-to-dawn 1-5/8"O.D.slipfitter hardware reflector fastens to main housing HALIDE AREA
operation. included. for secure fit. Y
LIGHT W/ FULL '� Co
e
B...Housing E...Socket G...Optics t
Precision die-cut aluminum Porcelain mogul-base or 12"open bottom,acrylic refractor.
housing with natural finish. medium-base screw shall socket
CUT-OFF SHIELD
with spring loaded center contact. x
C...Ballast H...Lamp
HP:Mogul-Base
HP:120V/64Hz,Reactor,NPF Core High Pressure Sodium or Pulse
MP:Medium-Base(protected) Star Metal Halide lamp included. Ar , Z
and coil magnetic ballast.
X
MP:120V/60liz,High reactance
(Hx)NPF Core and coil magnetic �®®��q
ballast. ETER LUME
W —
AREA LIGHT O z � 0
a Q 0
— a 70- 1501lLt
C Pulse Start Metal Halide 0-
High Pressure Sodium )
16- EXISTING WOOD o �
(408-1
w/ ® LOW WATTAGE Photocontro! ;....
SECUR POWER POLE W00
ITY LUMINAIRE
I�I T
LO
E V 0
cn i 00
,///;//�rl�11111
M In
I
W
-- — ---
z 0
W .0
H 0
0
12"1305mml
13 273°1348mml
TECHNICAL DATA Q)
DIMENSIONS UL Wet Location Listed
CSA Certified
DIRECT MOUNT 18" ARM 60°Supply Wire Rating .0
25°Ambient Environment
Q�
ENERGY DATA
Reactance Ballast input Watts
70W HP NPF(86 Watts)
100W HP NPF 1115 Watts)
2 1!8° 1 150W HP NPF(170 Watts)
!I 13'
'•i \ 154mml i(330mm1 Hi-Reactance Ballast Input Watts
/ •�\ 70W MP HPF i90 Watts)
.� 100W MP HPF(128 Watts)
SHIPPING DATA
Approximate Net Weigh:
11 Ids.(5 kgs.)
2 314'[70mm1 1$'1457mm1 -
COOPER Lighting Specifications and Dimensions subject to change without notice. 01119/20osADHO8 FM
coas�,h Your represa�is,.�efor add❑or,ai oPnoo andf shah.
www.coapedighting com
DETALAREA L15H-TDETA _ AREA I (5HTNTS
w
NTS
xk I
�
I0
rk e\2
x
1 STY. "
CONCRETE BLOCK I I I
BUILDING
X NOTE: HARLAN—MeGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS,
I CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS
RELATED TO THE CONSTRUCTION OF THIS PROJECT.
o IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
X DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR
SHALL STOP WORK AND NOTIFY THE ARCHITECT d4 THE
OR
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
COPYRIGHT C 2004 BY HARLAN—McGEE of NORTH AMERICA. ALL
RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
l f )< PROPERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNAUTHORIZE
WITHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED
AND THE REPRODUCTION TRANSLATION OR COPYING OF ANY PART OF
THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF
�� THE 1975 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION
OF THE OWNER, HARLAN—MCGEE.S UNLAWFUL
ALL REQUESTS COPYRIGHT F R PERMISSION ORFURTHERISINFORMATION SHOULD
8 J BE ADDRESSED TO:
GRASS X HARLAN—McGEE of NORTH AMERICA
4000 SILVER BEACH RD.,
MALTA, NY 12020
EXISTING ASPHALT x x x
F — — — — — — — — --- DRAWING:
L DETAILS
_ 271.00"
N7s•29'OOw SCALE: AS SHOWN
colic. sloiwAtx
— _ DRAWN BY: WE C
DATE: 9—14—09
REVISIONS:
h
Lower Warren Street �"� 1
2
3
4 �1
EDGE OF ASPHALT
—_ — STAMP J Cv✓ PROJECT N0.
4 FMA08-M
a DRAWING N0.
TRUCK CIRCULA T
ION DIA GRAM
ERNEST J. GAILOR, P.E.