Site Plan & Maps _
DRAWING INDEX
SHEET NO. DESCRIPTION REV. ZONING REQUIREMENTS :
T-1 TITLE SHEET G .A. BOVE FUEL REQUIRED PROPOSED I �
C-1 EXISTING CONDITIONS ZONING - CLI Commercial Light Industrial
T N F E R I
C-2 SITE PLAN PERCENT PERMEABLE 30
ER W/A {� MIN. LOT SIZEC 3 SITE PLAN 1 10 2 2 L Or-
C-4 EROSION SEDIMENT CONTROL MIN. LOT WIDTH 200' 271' `� c~� IN
UEENSBUR
44
MAX. BLDG. COVERAGE 40 000 SF, RETAIL 2500 EXIST. _
C-5 DETAILS -
FRONT SETBACK 50' 65.5 Ln
Ln
C-6 DETAILS - o
OWNER : REAR YARD SETBACK
30' 88' }- oo
SIDE YARD SETBACK—- — 30' 30'
TAYLOR WELDIN ('030"& SUPFP"Ly 1 _ . SIDE YARD SETBACK '
30 146.75 � � 4-
2 LOWERWARRENONSITE PARKING — z ° o
0
MAX, BLDG. HGT. 60 NA w -0
QUEENSBURT Z bU4 - _ o �
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NOTE: HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAIN ED
TO PERFORM OR PROVIDE ANY PROJECT IN P TI
SEC ONS, APPROVALS.
-
" _.,-., �'. ... CERTIFICATIONS OR CONSTRUCTION OBSERVATION SERVICES, AS
,... ,.,ifi ',;.. iF s, RELATED TO 7HE CONSTRUCTION•'�3 tc;t';..,,...'=.;�g'��^ I Y._-. - ,.. �:; 4. ,. :`J �( "'� OF THIS PROJECT.
"" IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR
•' `'" �A «"`'"°" ' I """" '" .� `" - ,k SHALL STOP WORK AND NOTIFY THE ARCHITECT & ENGINEER EE OR
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
+ < . rya rs x � ,-_ ,.,, � ,•
COPYRIGHI�C 2004 BY HARLAN—McGEE of NORTH AMERICA. All.
w RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
M
PROPERTY
THE PERMISSION OFE HARCAONMCGEERISSTRICf YNPROH0181TED
AND THE REPRODUCTION, TRANSLATION OR COPYING OF ANY PART OF
THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF
THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION
OF THE REQUESTS F PERMISSION COPYRIGHT R P SSION OR FURTHER S UNLAWFUL
ALL INFORMATION SHOULD
Z O N I NG MAP _ ' SITE LOCATION MAP SITE VICINITY MAP BE ADDRESSED T0:
HARLAN—McGEE of NORTH AMERICA
4000 SILVER BEACH RD.,
SCALE: NTS SCALE: NTS MALTA, NY 12020
SCALE: NTS
North North Nort-
-- -- — —_._ .. — — — -- ------— _ DRAWING:
TITLE SHEET
SCALE: NTS
01MAL DRAWN BY: WEC
DATE: 12-1 1-09
PLOT DATE;
i
2
3
4
STAMP: PROJECT NO.
Mgt J. � � HMNA09-028
DRAWING NO.
c/)
roc„t
a T��c� 1,
ZONING ADMINISTRATOR DATE
ERNEST J. OR, P.E.
awl
IV O
Glens Falls Lehigh Cement Company
81711 P232
WOODS
• S79'29'00'E 93.16 U ON I`r}
O • W O
95.44 250.49'
BATHY MRK o 1=•
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(FOUND DISTURBED) �r) =
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�. FALLER BUILDING I. Area . 193 cc. 94.05 U
PIPE L
100.62 I
' GRASS 97.36
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OVER AN G I Io
50' SETBACK E
X 160.89 I X 98.37 W
L
EXIST 4:; 4,4LT
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X 96.52
I X98.37 F W V1
� 96.28
• -- I _271.00'
---- - - N79'29'00"W •
CONC. SIDEWALK 97.33
\ 100.01
BENCHMARK —2 \ � —1
RR SPIKE IN POLE BENCHMARK U ELEV.=105.24' BONNET NUT ON HYDRANT
wl ELEV.=98.70'
\\ °L W� Street �
Lower �� Warren Q
c\2
�o I c\12
\ OI
EDGE OF ASPHALT
\ I
\ I �
NOTE: HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM ADE 1 ROVALS
CERTIFICATIONS,RORRCONSTRUCTION 0 PROJECT ERVATION SERVICIN E ON APP AS '
\ I RELATED TO THE CONSTRUCTION OF THIS PROJECT.
IIF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
ASSUME ALL RLSPONSIBILLTY AN
DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR
do
SHALL STOP WORK AND NOTIFY THE ARCHITECT ENGINEER OR
� D LIABILITY ARISING THEREFROM.
COPYRIGH10 C 2004 BY HARLAN—McGEE of NORTH AMERICA. ALL
RIGHTS R ERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
PROPERTY OF HARa 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 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION
OF THE COPYRIGHT OWNER, HARLAN—McGEE, IS UNLAWFUL
ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD
BE ADDRESSED TO:
Notes : Deed Ref ere n c e : Map Legend HARLAN-McGEE of NORTH AMERICA
4000 SILVER BEACH RD.,
1) Elevations ore based on an assumed datum. Taylor Welding Supply Co., Inc. MALTA, NY 12020
Book 672 Page 830 ' 5/8 steel rod set with a tag
2) The location of underground utilities shown on this plan 0 marker found, labeled
c-e for information only, and all utilities may not be DRAWING:
shown. The contractor shall contract U.F.P.O.
utility pole PLAN VIEW
(1-800-962-7962) and the proper local authorities or - - overhead wires EXISTING CONDITIONS
respective utility company having jurisdiction to confirm —x x x— wire fence
the location of all existing utilities before commencing 1 f1=20'
work. Any costs incurred by the Contractor due to the stone wall SCAM:
failure to contact the proper authorities shall become the DRAWN BY: WEC
responsibility of the Contractor. DATE: 12-11 -09
REVISIONS:
1
PLAN El/ EXIS-TINO
3
(�" OND ' ION 4
STAMP: PROJECT NO.
J. 0 l ►oa-o28
DRAWING NO.
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�Fo 05946 Ce1
0�fissaoti�
ERNEST P.E.
"IP o
Glens Falls Lehigh Cement Company )
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v 000000000000o OPANE TANK J m
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0 2 • --- --- -- \ 271.00'
— N79'29'00"W •
CONC. SIDEWALK
F-�
� / �PROPOSED
BENCHMARK -1
BENCHMARK O C NAT. GRID POLE BONNET NUT ON HYDRANT C�
LOCATED
RR SPIKE IN POLE \ � ELEV.=98.70'
ELEV.=105.24' \ /
\ 0 Warren
rre a l Street
Louver sl
\O ) / NOTE: HARLAN-McGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM OR O / CERTIFICATIONS. ORRCONSTROVIDE UCTION OBSERVATION
SER PROJECT VICESP�AS�'
� EDGE_ OF ASPHALT RELATED CONSTRUCTION OF THIS PROJECT.
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 ARCHITECT k ENGINEER OR
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
/ 0 COPYRIGHb C 2004 BY HARLAN-McGEE of NORTH AMERICA. ALL
RIGHTS
IESOF HHAR.t THIS DOCUMENT
NORRTDH AMERICA.MY U ORIZE
WITHOUT THE Notes: / THIS WORK BEYOND ISTHAT PERMITTED BY SECTION 107 R ION OF WLAN-MCGEE S STRICTLY PROHIBITED
AND AND THE REPRODUCTION TRANSLATION OR COPYING OF ANY PART OF
OFETHE7COUNITED STATES PYRIGHT OWNER, HARLAN-MOPYRIGHT cGEE RIFSIOUNLA PERMISSION
ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD
1) Elevations are based on an assumed datum. ED TO:
HARLThe location of underground utilities shown on this Ian - - - - - - - - - - - - - - - - - - -- - - - - - - - - - ' -- - - -- - - - - - - 4000 ILMEREB of NORTH
RD., AMERICA
2) g (� - - - - - - - - - - MALLTA,S NY 12020
are for information only, and all utilities may not be
shown. The contractor shall contract U.F.P.O.
(1 -800-962-7962) and the proper local authorities or
DRAWING:
respective utility company having jurisdiction to confirm
the location of all existing utilities before commencing Map 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 SCALE. 1 "=20'
0 utility pole DRAWN BY: WEC
- - overhead wires DATE: 12-11-09
—x x x— wire fence REVISIONS:
stone wall 1
z
PLAN V _ 3
4
--_ STAMP: PROJECT NO.
---- ®f f4I-t
G - ,` �g'fw J. �® HMVA09-028
�` DRAWING NO.
1 tip' 2
era 59460 . ��� 12
ERNEST J. OR, P.E.
VV U U Li J 8' CHA INL INK
5E CUR I T`I' FENCE °
W/ DARK GREEN
L INK SLATS
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\ UNLOAD RISER — — 000000000 <
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\
NOTE: HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS,
CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS
RELATED TO THE CONSTRUCTION OF THIS PROJECT.
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 ARCHITECT & ENGINEER OR
ASSUME ALL
RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
HARLAN—MGFE of NORTH AMERI ALL
RIGHTS ttiRE§ERVED. THIS DOCUMENT CA.
ALL ATTACHMENTS ARE THE
PROPERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNAUTHORIZE
WITHOUT THE PERMISSION OF HARLAN—MCGEE S STRICTLY PROHIBITED
AND THE REPRODUCTION TRANSLATION OR COPYING OF ANY PART OF
THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF
THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION
OF THE COPYRIGHT OWNER, HARLAN—McGEE, IS UNLAWFUL
ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD
BE ADDRESSED T0:
HARLAN-McGEE of NORTH AMERICA
4000 SILVER BEACH RD.,
MALTA, NY 12020
DRAINING:
PLAN VIEW
/
l 27 7 . 0 0 ' SCALE: 1 8„_ 1 r—Orr
N 79 02 9 '0 0 "W vq DRAWN BY: WEc
1 'W DATE: 12-11-09
SIDEWALK
REVISIONS:
1
/
2
3
/ :�� /Ai
/ T %A 4
STAMP: PROJECT N0.
DRAWING NO.
R,
99460 c-3
ERNEST J. OR, P.E.
Area - 1 . 193 ac . STORMWATER DATA
wooDs = �
WOODS TOTAL PROJECT AREA 10577 SF
UN ID 15 T U F,,5 E ED PERVIOUS AREA = 5125 SF
LALJJN NON - PERVIOUS AREA = 5452 SF �
RUNOFF CALCULATION o
5452 SF ( 1 .5 GALS) = 8178 GALS � o I
8178 GALS /7.5 = 1090 CF _
�- - 1 a0 LF, ' UJ I D T� °� 00
x X I N FI LTRATI O N TRENCH CAPACITY
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°°°°0°°°°°°°0°°°°°°°0°0°°°°°0°0C 180 LF(6FT)= 1080 SF ® u7
0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c a) �
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000000000000000000000000000000cX 1080 SF (2.66') = 2872 CF z X
°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0C 2872 SF (.40 ) = 1149 CF STORAGE. � 0 —
o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°oc w -�
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0`�
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0 0 0 0 0 0 0 0 0 0 0 < EROSION & SEDIMENT CONTROL NARRATIVE
000000000 ° 00000000000000� � 00
O O O O O ° O O O O O O O »
1 . Additional erosion control measures will be employed where determined necessary b actual site �
0°0°0°0°° 00°0000000°000 1 IP• Y Y U
• O O O O O O O O O O O < conditions. �
O O O 0 — — O O O O O o o O 2. Prior to commencing land disturbance activity, the limits of land disturbance shall be clear) and 00
0 0 0 0 O o 0 0 0 0 9 Y� y r-
O O O O O o 0 0 0 0 0 0 1 � M
O O O O 0 O O 0 O O o C4 accurately demarcated with stakes, ribbons, or other appropriate means. �d W in
.0 0 0 0 0 0 0 0° 0°0°0°0°0°0°0°< 3. The construction of the site will initiate with the installation of erosion control measures sufficient to �ii W � `J
0 0 0 0 0 0 0 0 0 0 0 0 control sediment deposits and erosion. Contractor shall call local municipal representative for an I z � a�
o 0 0 0
0 o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0
p
O O O O O O O O O O 0 inspection of soil erosion control measures prior to beginning grading activity. All sediment control -
c
0 0 0 O 0 0 o O O 0 O OX Z O
o O o 0 0 o O o O o 0 will be maintained until all upstream ground within the construction area has been completely III -0
0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 o GRASS stabilized. O
TY. °0°0°0°0° 0°0°0°0°0°0°0° WOODS 4. The location of some of the erosion control devices may have to be altered from that shown on the o
BLOCKN .0 o O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 plans if drainage patterns during construction area differ from the final proposed drainage patterns. m d
0000000000000 Any difficulty in controlling erosion during any phase of construction shall be reported to the engineer
) ING 0000000000000 immediately.
000000000000 5. Erosion control measures will be maintained at all times. If full implementation of the approved plan
O O O O O 0°X I
. o O O o o O O does not provide for elective erosion control, additional erosion and sediment control measures shall
0000000000000 be implemented to control or treat the sediment source. �
VENT °°°°o°°°o°o°° i 6. The contractor shall remove accumulated silt when the silt is within 12" of the top of the silt fence.
o
0000000000000 7. Failure to install, operate or maintain all erosion control measures will result in all construction being
°o O0 0o0 0o0 0O stopped on the job site until such measures are corrected.
°°0°0°0°0°0°0 � L1 �11T
8. Silt barriers to be placed at downstream toe of all cut and fill slopes.
0 O°0 0 0°O 0°0 0 C `-- f=fZ� 9. Any disturbed areas left exposed for a period greater than 14 days shall be stabilized with seeding.
L INE
L -_ __ _ s 10. Seeding:
Seedbed preparation: Area to be seeded shall be loose and friable to a depth of at least 3". The top w
layer shall be loosened by raking, disking or other acceptable means before seeding occurs. In lieu of w
soil test results apply 50 lbs. Of dolomitic limestone and 25 lbs. of 10-10-10 fertilizer per 1 ,000 sq. ft.
OVERHANG Harrow or disk lime and fertilizer into the soil to a depth of at least 3" on slopes flatter than 3:1 .
Seeding: Apply 50 lbs per acre of common bermuda & winter rye. Apply seed uniformly with a
cyclone seeded drill cultipacker seeder or hydroseeder (slurry includes seeds and fertilizer
/ recommended on steep slopes only) on a moist, firm soil. Maximum seed depth should be 36" in
I clay soils and %" in sandy soils when using other than the hydroseeder method. Irrigate until
9 �
vegetation is firmly established if soil moisture is not sufficient to support adequate growth. w
/ 11 . Contractor shall remove all erosion & sediment control measures after completion or construction and �+
establishment of permanent ground cover.
EXI ST ING; 12. The escape of sediment from the site shall be prevented by the installation of erosion control measures
` and practices prior to, or concurrent with, land-disturbing activities.
I�ND I �TI�fi�� D 13. All cut and fill slopes must be surface roughened and vegetated within fourteen (14) days of their
construction.
/ III 14. Control measures will be checked daily and any deficiencies noted will be corrected by the end of w
AWN' each day additional erosion and sediment control measures will be installed if deemed necessary after ® � � IZT4
X III on-site inspection by the issuing authority.
15. The only materials to be buried on-site is vegetative material. Construction waste may neither be ® 0
Iburned nor buried and must be taken to a state approved landfill.
16. Storm water control measures will be inspected after storm events by a qualified professional.
17. The Prime contractor and sub-contractors are to follow the measures outlined in the Erosion and C\2
Sediment Control Plan and SWPPP.
18. Temporary stabilization of all disturbed areas not worked for greater than 14 days with hay or mulch.
NOTE: HARLAN—MCGEE of NORTH AMERICA WAS NOT BEEN RETAINED
TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS,
CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS
RELATED TO THE CONSTRUCTION OF THIS PROJECT.
IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR
• ASSUME AOLLL RESPONSIBILITY AND LIABILIITY�ARISINGETNHGEREEFROM.
6II t� pttit COPYRIGH'D C 2004 BY HARLAN—MCGEE of NORTH AMERICA. ALL
D (!I— L I� RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
1`W. 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
III III—I� THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF
_ THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION
-III—III-I OF THE COPYRIGHT OWNER, HARLAN—MCGEE, IS UNLAWFUL
_ ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD
-III_III=III—III I BE ADDRESSED TO:
0 0 0 0 0 HARLAN-MCGEE of NORTH AMERICA
0 0 0 0 0 0 00000000000000000000000000000000000000000 0 0 0 0 0
III=III—III: °-°-°-°�° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °o°°°°°°0° 4000 SILVER BEACH RD.,
—III—III_ MALTA, NY 12020
BENCHMARK - 1 1►►=T=T: PEA GRAVEL
-III=III- FILTER LATER
SONNET NUT ON HYDRANT IIFEIIII�II�I- C DRAWING:
FILTER I=ABRIC
02 STONE FILL STORMWATER / EROSION
ELEV. - 9 8 . 70 _ I11=I I I=I I II: (GONTIN.) AND SEDIMENT CONTROL
=1 11=1 I I— -I 11=1
I_I—I I I-1 I I= 0 1=1 11=I 1I-
—I 11=1 11- =1 11=1 I I—I I, SCAM: AS SHOWN
I I I IIII 1 I I: 1=1 11=1 I l i DRAWN BY: WE C
III—III—I DATE:
1 I-III-I 11= 2- -0 9
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5 E�T O N I N L T. T E N C STAMP: PROJECT N0.
II I �81 J.
Vqa FMADO�VLO
3/4 =I -011 DRAINING NO.
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F� 05946
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ERNES T J. OR, P.E.
POST TIE WIRES
@ 15" CENTERS
TOP RAIL
TOP RAIL TIE WIRES LINE POST
@ 24 CHAIN LINK FENCE WITH
CENTERS PRIVACY/SCREEN M SLATS
DET. 3 C5 -- - �
24
I— II 30 , 000 GAL . STEEL � �
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TERMINAL L0
POST
PROPANE TANK
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42" MIN. BRACE RAIL CONC . TANK SADDLE
CONCRETE NOTE: LINE POSTS MAY (2 T Y P) Li
BE DRIVE SET TO 40 MIN. w Q)
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10" MIN. DIA. BELOW GRADE AND CONCRETE CD
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FROPANE TAN<2
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COLOR TO BE DARK GREEN
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2. 25��X2. 2511 9 GA. 30,000 GALT VERT. AND HORIZ G�
C\2
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GALV. STEEL MESH PROPANE TANK
(TYP)
PRECAST
�I_IIII Y CLEAR CONCRETE SADDLE
NOTE: HARLAN—MCGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS,
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 DISAGREESHP WORK�AND NOTIFYT AS THE ARCHITECT do D ON THIS ENGINEERNOT RRACTOR
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
COPYRIGHD C 2004 BY HARLAN—MCGEE of NORTH AMERICA. ALL
RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
PRECAST CONC SADDLE PROPERTY OF HARLAN—MCGEE of NORTH GEERIS ANY UNAROHIBIT
WITHOUT THE PERMISSION OF FIARLAN—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
W/FOOTING / THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION
OF THE COPYRIGHT OWNER, HARLAN—MCGEE, IS UNLAWFUL
ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD
BE ADDRESSED TO:
HARLAN—McGEE of NORTH AMERICA
POURED CONC. 51 MALT MIN J SILVER BEACH RD.,
MALT SILVER
NY 12020
L11
EVELING BASE I I —�
-0, 3" MIN.
DRAWING:
2 4, �,_o„ DETAILS
#4 @12 OC TOP
° II It 12"#2 STONE BASE # 5 @6" OC BOT
sCAI.E: AS SHOWN
DRAWN BY: WEC
Rik—
GE'TEXTILE =A3R'C
DATE: 12-11 —09
REVISIONS:
1
2
3
4
— _ N� o SADDLE STAMP: PROJECT NO.
ELEVAT � ON TAN</t':--� D __ - 28
DRAWING NO.
— I I I/2 11 -a I 1 ®11
_ 5r--,,-./REENFENCINGDETAI � �
05946U
ERNES P.E.
x a t .
COOPER LIGHTING - KO COMMERCIAL �
DESCRIPTION
The Lumark Eternalume is ideal for perimeter area lighting,residential and G AL V. STEEL
commercial security lighting,residential streets,parking areas,and loading ItEi_
platforms.U.L.listed and CSA certified unless footnoted otherwise. ;, W00D P0 LE_ e BRACKET � �i � � �
U N
o
SPECIFICATION FEATURES
A...Photocontrol D...Mounting F...Reflector .11
15 O W METAL
NE^!°:`^:stock style phetnconrml Can 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 . u J
operation. included.
for secure fit. TM`'`•*'
B...Housing E._.Socket G...Optics �!-' '
LIGHT W/ FULL R4 00
Precision die-cut aluminum Porcelain mogul-base or 12"open bottom,acrylic refractor.
housing with natural finish. medium-base screw shelf socketo
with spring loaded center contact. H Lamp CUT-OFF SHIELD `�'
C_..Ballast HP:Mogul-Rase f �/
HP:12OV!60Hz,Reactor,NPF Core MP:Medium-Base(protected) High Pressure Sodium or Pulse T
and coil magnetic ballast. Start Metal Halide lamp Included, 6 .' �— 1 z
MP:120V160Hz,High reactance -
(Hx)NPF Core and coil magnetic
ballast, ETE �iLIJIVtE C I , � �I—
T1 w 0
_ AREA LIGHT ® z � O
_ A N)
� I Pulse Start Metal Halide
I , - - - - C High Pressure Sodium
6 I EXISTING WOOD U
- E
0
wlPootocontro{ I - D LOW WATTAGE r
SECURITY LUMINAIRE POWER POLE W o0
�; _0 [I
IX �7"v\1�1\\\', I V('�/ (�a()' °o
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1 13 2/3"f348mm) —�
TECHNICAL DATA N
DIMENSIONS UL Wet Location Listed
CSA Certified �_
DIRECT MOUNT 18" ARM 80°Supply Wire Rating •Fn
25'Ambient Environment
/� h\ ENERGY DATA 0
r
/ `\_/ i Reactance Ballast Input Watts
I
70W HP NPF(86 Watts)
//'-_-\\\ 1 ! 100W HP NPF(115 Watts)
1
/ 2 1!8° I
13' 150W HP NPF(170 Wails)
/ " \� (54mml 1330mm1 Hi-Reactance Ballast Input Watts
/ '\ !, 70W MP HPF I90 Watts)
�I .� 100W MP HPF(128 Watts)
+' �_ t I SHIPPING DATA
L--' — i �i c�; ; Approximate Net Weight:
2 314•(70mm1 11 lbs.(5 kgs.)
18'1457mm) `
COOPER Lighting Specifications and Dimensions subject to change without notice. ADHO82321 w
C—uh your repre t,l e!o,a .:}nil option,and f....... 0Ill W2009 1-41:49 PM
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AND LIABILITY ARISING
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{r,...•...{,,_,. ...,.k'{.•..••}., .: v.:•,,%'•;'.:':•I I };::.v:.�:'y:•., : i�� � ` jy S4{ ?:.,y �-,;_rcr- � AND WITHOUT
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BE ADDRESSED TO:
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9L R N HA LA McGEE f•�, . o NORTH AMERICA
XISTIN x E GAS HA T P L I
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4ALT SILVER BEACH RD.
,,- 44,ti,- '. . %�t.�::'' ALA NY 12020
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BENCHMARK —2 � ' BONNET RR SPIKE IN POLE BENCHMARK —1
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ELEV.=105.24' \ � ELEV.=98.70'
Lower \ �/arren Street
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0 DATE DESCRIPTION
\ , REVISIONS
DATE: Sept. 8, 2009
- - - - - - - - - - - - - - - - —
_ _ - -
DRAWN JOB NO.: S09 164.24
DRAWN BY: DES
CHKD.BY: WMT
Certification Noyes:
Deed Reference: Map Le end TAX MAP:
IT IS HEREBY CERTIFIED TO G.A. BOVE & SONS, INC. g g 303.19-1 -47
1 Elevc� ins are based or an assumed datum. Taylor Welding Supply Co., Inc. • 5/8" steel rod set with a ta
that the map was prepared in accordance with the current existing Code of Practice Book 672 Page 830 SCALE: 1 " = 20'
for Land Surveyors adopted by the New York State Association of Professional Land The location of underground utilities shown on this Ian o marker found, labeled Surveyors, Inc. The certification is limited to persons for whom the boundary survey 9 P 10 0 10 20
map is prepared, to the title company, the govemmental agency, and to the lending Ore fG' information only, and all utilities may not be 0 utility pole
institution listed on this boundary survey map. show The contractor shall contract U.F.P.O.
(1-830-962-7962) and the proper local authorities or - - overhead wires
respective utility company having jurisdiction to confirm —x x x— wire fence
the loca+ion of all existing utilities before commencing
work_ Any costs incurred by the Contractor due to the stone wall
failure to contact the proper authorities shall become the
responsibility of the Contractor.
Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown
map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was
a violation of Section 7209 subdivision 2 of available.
the New York State Education Law.
_—_-- S09—164.24