Site Plan Maps & Details DRAWING INDEX
SHEET NO. DESCRIPTION REV. ZONING REQUIREMENTS
T-1 TITLE SHEET REQUIRED PROPOSED
, A . BOVE FUEL
C-1 EXISTING CONDITIONS ZONING i_I Commercial Light Industrial
IN
PERCENT DERMEABL_E 30
C-2 SITE PLANTRANSFER STATi'V
MIN. LOT c ZE
C-3 SITE PLAN 111=10'
. ,. . E— N o
- �, ,"';NTH �
C-4 EROSION SEDIMENT CONTROL c MIN. LOT 200' 27'I' w o
o""' LOWER WAR �-w
. : F= N
MAX. BL�7G COVERAGE 40-000 SF, RETAIL 2500 EXIST. _
C-5 DETAILS
U00
E L )
N "'
. FRONT SETBACK 50 65.5 o �.
C-6 DETAILS QUEENSBURY c REAR YARD S ETBAC K 30' 88' 00
® Q) �
SIDE YARD SETBACK 30' 30' z x
0
SIDE YARD SETBACK 30' 146.75 � `'-
w —
® ONSITE PARKING Q z 00
- r-r)
�
MAX. BLDG. HGT. 60' NA a
j � °
k
TAYLOR WELDING SUrrL � � OFFSITE PARKING 0 0 00� .° Ln
MIN. HC. PARKING N/A N/A
12 � cna) _
2 :
TAX MAP # 303 .19 - 1 - 47 L m
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NOTE. HARLAN MCGEE of NORTH AMERICA
.�.. HAS NOT BEEN RETAINED
� . l
,... .«".. 0 PERFORM OR PROVIDE ANY PROJECT INSPECTIONS,
S, APPROVALS
� °�!a+♦mam ,� `S � °�, 0
a
CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES AS
r .-
s!1 :
„ 1: RELATED TO THE CONSTRUCTION OF THIS PROJECT.
ow
'~ y
IF IN TH< E COURSE OF CONSTRUCTION A CONDITION EXI WHICH
.,, • POSTS
i
DISAGREES WITH THAT AS INDICATED ON THIS PLAN THE CONTRACTOR
a _ m
". .. SHALL STOP WORK AND NOTIFY THE ARCHITECT�,; & ENGINEER OR
. <
-..,.._._ ",;;: - ... ASSUME ALL RESPONSIBILITY AND I
a , <. � t' � . ,, � � x � LIAR LITY ARISING THEREFROM.
,
1 ,
COPYRIGH C 2004 BY HARLAN rr �,�- yama• ,, ,," ^ ,, � � MCGEE of NORTH AMERICA ALL
_� •aa _, .,,.
RIGHTS RV� � RESERVED, THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
t r.
..... - f. <.. �. -,.. PROPERTY F<.. 0 HARLAN MCGEE of NORTH AMERICA. ANY UNAUTHORIZED 5 ..
WITHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED
AND THE REPRODUCTION TRANSLATION OR COPYNG OF ANY PART OF
=p „'.`^ THIS WORK BEYOND THA 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
_ f • $ _ BE ADDRESSED T0:
HARLAN-MCGEE of NORTH AMERICA
I AL , NY 12020
� " , MOOTASfLVER BEACH RD.,
i
DRAWING:
ZONIN G MAP SITE LOCATION MAP SITE VICINITY MAP
SCALE: NTS SCALE: NTS NTS TITLE SHEET
North North North SCALE: NTS
DRAWN BY: WEC
--
DATE: 9-14-09
PLOT DATE:
1
2
3
4
STAMP: PROJECT NO,
HMNA09 OM
DRAWING NO.
_ T-1
ZON I N G ADM I IN I STR.ATO R DAT•E ERNEST J. GAILOR, P.E.
1'IP.
o
Glens Fall's Lehigh Cement Company
B1111 P232
WOODS
U ON
S79729'00'E
0 • O
95.44 250.49 MRK O — N
DISn1R8ED) 00
(FOUND 00
O O
z N >- DO
• � Lin
0' o CDo �.
98.66 3 SETBACK z
�- x
Q to
97.97 U) LLJ
O 4-
. z O
I Q WOODS g = o Q o
CONC.
m WOODS
PAD FL, 00
GRASS In
O
98.10 O �
3 I 01-1 m In<C T c, w
Taylor Welding Supply Co., Inc.
EXIST. POWER POLE g o I z >
Bk529 P288 Y ' Q V) J m w 0
UO l�I 1 0.96 .70 CD O Q
mZ
O
O w o r� I . 99.71 � 01 IP. �EPr---- 0
V) .
I. Q m
o 1 I N)
STY. I
CONCRETE BLOCK WO DS
Area= 1 . 193 cc. 94.0514-
Q)
FILLER I 0
�V PIPE BUILDING
I
100.62 I.
I
GRASS 97.36
OVER ANG X96.61 �o
. o
50' . SETBACK W
100.89 X98.37 W
• X I F--�-1
EXI5T 45i=.H,4LT
X 97.48
. I X 96.52
r,
f� 2P I
• — — —271.00' •
N7929'00'W
CONC. SIDEWALK
.01 w 98.05
BENCHMARK —1 ® � ►w� IZT4
BENCHMARK —2 ` U' BONNET NUT ON HYDRANT 0
RR SPIKE IN POLE \ wI ELEV.=98.70'
ELEV.=105.24' \ —I
\ 0 Warren o� Street �
LaWer \�,� W c�
>
OI
EDGE OF ASPHALT
\ I NOTE: HARLAN—MCGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS,
CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS
I 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 k ENGINEER OR
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
— — — CGPYRIGHD C 2004 BY HARLAN—MC
GEE of NORTH AMERICA. ALL
RIGHTS RESERVED. 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
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 Reference: Map Legend 4000AN—McGEE of NORTH AMERICA
000 SILVER BEACH RD.,
1 Elevations are based on an assumed datum. Taylor Welding Supply Co., Inc. MALTA, NY 12020
Y 9 PP Y • 5/8" steel rod set with a tag
Book 672 Page 830
2) The location of underground utilities shown on this plan 0 marker found, labeled
are for information only, and all utilities may not be DRAI►ING.
Y 0 utility pole
shown. The contractor shall contract U.F.P.O. 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— wire fence
the location of all existing utilities before commencing SCALE: 1 =20
work. Any costs incurred by the Contractor due to the stone wall
failure to contact the proper authorities shall become the DRAWN BY: WE C
responsibility of the Contractor. DATE: 9-14-09
REVISIONS:
1
2
FLAN EN EXIST T ON
4
4
STAMP: PROJECT NO.
II _2®1
DRAWING NO.
C-1
ERNEST J. GAILOR, P.E.
f`4
V.o
Glens Falls Lehigh Cement Company O
81111 P232 N
WOODS
r0 U OD
00 In
CL_
S79'29'00'E O >_ 00
250.49' MIRY, • 3: LC)
BATHY
(FOUND DISTURBED) O m 0
U z X
D�_ Q O D
e1--1 w 4�
30' SETBACK o z O
ly n -0
W � I
0 0
Area= 1 . 193 cc. oLn
=
U WOODS
CONC. WOODS WOODED AREA TO Q) 00
PAD 5E CLEARCUT (2260 SF) a C/-) O
n` Y C W m LC)
W
50' 0'j Q z N
UNDISTURIBED— CDI C C
GRASS z N Z O
L_LJ -C
SNOW REMO _ O-
STORAGE A = x o o N 0
0 PROPOSED o o Z I� a O
Taylor Welding Supply Co., Inc. ! I 30,000 GAL N o a m
Bk529 P288
OPANE TANK 771
cYi W N
-----
x -
m z � � .' t"IP p� �
C) Cn
ro � / n --
��� A t O
C)m
o NEW LIGHT x O
1 STY. ON EXIST. . I I �J \/ GRASS
WO DS (1),CONCRETE BLOCK .POLE _ I _ �
BUILDING 0
FILLER .1 . X
PIPE VENT I @ PROPOSED GRAVEL
8
PAYING, (910 SF)
x � w
12' ROLL ING nw
OVERHAN GATE o
o
F-+j
I x
5b'. SETBACK ' C/D
I
GRASS x
I UND 15TURBED
I x x GRASS
. EXTIN ASPHALT S_ G NA P L . I � x
I 8' CHAIN LINK FENCE
271.00
- i N79 29'00"W
CONC. SIDEWALK IF-�
-
BENCHMARK -2
BENCHMARK -1
\\ BONNET NUT ON HYDRANT �
ELEV. 105.24'
\ U RR SPIKE IN POLE w ELEV.=98.70'
= \ _I
LIJ
\ Worren Street
Lower \�� w
\yam =I
\O w I NOTE: HARLAN-McGEE of NORTH AMERICA HAS NOT BEEN RETAINED
\� >( CERTIFICATIONS,PERFORM ROR PROVIDE
0 ERVOJECT ATPION SERVICES.
AS
O I
RELATED TO THE CONSTRUCTION OF THIS PROJECT.
EDGE OF ASPHALT _ IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR
I SHALL STOP WORK AND NOTIFY THE ARCHITECT do ENGINEER OR
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
\ I ALL
R GHTSIGWD RESERVED. THISY GEE DOCUMENT cAND ALL ATTACHMEof NORTHENTS ARE THE
Notes : \ PROPERTY OF HER PERMISSION
OF of NORTH G AMERICA. ANY UNA PROHIBZE
ITED
WITHOUT THE PERMISSION OF HARLAN-McGEE IS STRICTLY PROHIBITED
AND THE REPRODUCTION TRANSLATION OR COPYING OF ANY PART OF
\ I THE 19076KUNIITTED BEYOND
COPYRIGHT ACT SECTION
TIE OR
\ I OF THE COPYRIGHT OWNER, HARLAN-McGEE, IS UNLAWFUL
1) Elevations are based on an assumed datum. I ALL REQUESTS FOR
PERMISSION OR FURTHER INFORMATION SHOULD
— — 1 - - - - - - - - - - - - -- - - - - - - - - - - - - - - BE ADDRESSED TO•
RD. AMERICA
------"iSS000
—
2) The location of underground utilities shown on this plan - - - - - - - - - - - - - - - - - 4000 McGEE of NORTH
4000 SILVER BEACH
MALTA, 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. G marker found, labeled SCAM: 1 "=20'
0 utility pole DRAWN BY: WEC
- - overhead wires DATE: 9-14-09
—x x x— wire fence REVISIONS:
stone wall A
2
3
LAN E �
4
STAMP: PROJECT NO.
11 a 2 D 1 FWA09-028
DRAWING NO.
C-2
ERNEST J. GAILOR, P.E.
X
C ,��
► o
I LLJ N I
i Ln
NEUJ 5ECL�f�, T f CS T f NCB Q
ETE FRNALLPIE 15OUJ 1IETAL
�\ 1-4 L
CST f 1� ,41� >4 L f CST UJ/ 1=�L L CONC. ID I�L
.�
z X
O f 2 T�
LLD
OD z °
/ z 0
0 -0 T--
0 Cc)
I 0
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co
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X 15T L IG��T I
I I -® U
/ CH IN
C� cn ° 00
T'r FENCE Q::� m Ln
�
- �O/ I► I z o
2
W 30/000 C� 0
,4L. o Q
TANK -0
CONC. 1,41�f 1� FAD Q �
F01R L F FL1I
�X 'f ST 30 _
I II
WOODS o
Ti� LfN
I
I
I
,4,&T0NE C�1�j4� L
1 IAfNT. 5LARF 4CE
X w
VENT UNLOAD
I o N � E
c;R E L
5057,41E 0
� w
10 " 50LL,4fR1:)S
.4T"I'fi. �>
p--
I
f;ROL L f NCB o 0 0 0 0 0 0 0 0 0 oa o �=
C�4AfNLfNfG o 0 0 0 0 0 0 0 0 0 0 0 o O
C;AT o 0 0 0 0 0 0 0 0 0 o I co o o 0 0 o 0 0 0 0 0 0 0 0
k � O O O O C�l.����� �l.f•N �� o O O �4
I
-N
0 0 0 0 GRASS
I v v v v v 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.
0 o O o o O o o O o o O O DI A THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
Q Q Q Q Q Q Q Q Q Q Q Q Q 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.
COPYRIGHYD C 2004 BY HARLAN-MC
GEE of NORTH AMERICA. ALL
RIGHTS RESERVED. THIS DOCUMENT AND ALL.ATTACHMENTS ARE THE
O O O o O O O o O O O O O PROPERTY OF HARLAN-McGEE of NORTH AMERICA. ANY ANY
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
0 THE 1975 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
I I II 4000 SILVER BEACH RD.,
MANTA, NY 12020
I
I
I LEGEND DRAWING: PLAN VIEW
I
I
UE UNDERGRC JND ELECTRIC SCAU: 3 16"- 1$-0"
OHE OVER HEA - -CTRIC DRAB BY: WEC
I
I
IDATE: 9—14—09
� � REVISIONS:
I
I 1
2
I
I 3
I 4
PLANSTAMP: PROJECT NO.
I
FMAOS-028
I - DRAWING NO.
I
I 3
I
ERNEST J. GAILOR, P.E.
9].93 EROSION & SEDIMENT CONTROL NARRATIVE
O
O 1 . Additional erosion control measures will be employed where determined necessary by actual site
WOODS O conditions.
O 2. Prior to commencing land disturbance activity, the limits of land disturbance shall be clearly and
accurately demarcated with stakes, ribbons, or other appropriate means.
WOODS 3. The construction of the site will initiate with the installation of erosion control measures sufficient to W
control sediment deposits and erosion. Contractor shall call local municipal representative for an dl�
inspection of soil erosion control measures prior to beginning grading activity. All sediment control i-- o
will be maintained until all upstream ground within the construction area has been completely w o
stabilized.
4. The location of some of the erosion control devices may have to be altered from that shown on the �j v 0000
plans if drainage patterns during construction area differ from the final proposed drainage patterns. In
Any difficulty in controlling erosion during any phase of construction shall be reported to the engineer 0
SILT FENCE � 00
UNh ISTURBED g 10 immediately. �i
5. Erosion control measures will be maintained at all times. If full implementation of the approved plan Q 3: In
C�R>4SS � X X X X does not provide for elective erosion control, additional erosion and sediment control measures shall � z
X TOPSOIL be implemented to control or treat the sediment source. C/-) X
0
STOCKPILE a 6. The contractor shall remove accumulated silt when the silt is within 12" of the top of the silt fence. Of
_o O 7. Failure to install, operate or maintain all erosion control measures will result in all construction being z
I X X AIRE ` O Q stopped on the job site until such measures are corrected. Q z 7;I o O O 8. Silt barriers to be placed at downstream toe of all cut and fill slopes.
r0
I O , 9. Any disturbed areas left exposed for a period greater than 14 days shall be stabilized with seeding. a- 0
EXIST. POLE I N � W � 00
�
10. Seeding: U0
Seedbed preparation: Area to be seeded shall be loose and friable to a depth of at least 3". The top U
0 layer shall be loosened by raking, disking or other acceptable means before seeding occurs. In lieu of 0 00
0 �0 SIn
soil test results apply 50 lbs. Of dolomitic limestone and 25 lbs. of 10l, 10- 10 fertilizer per 1 ,000 sq. ft. � m
X �P Harrow or disk lime and fertilizer into the soil to a depth of at least 3 on slopes flatter than 3:1 . w � `-'
j I . 99.11 _ Seeding: Apply 50 Ibs per acre of common bermuda & winter rye. Apply seed uniformly with a I = Q) Q)
cyclone seeded drill cultipacker seeder or hydroseeder (slurry includes seeds and fertilizer z - 0
recommended on steep slopes only) on a moist, firm soil. Maximum seed depth should be Y/" in w o
clay soils and Y/" 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 growth. m a--� 0
11 . Contractor shall remove all erosion & sediment control measures after completion or construction and
I WOODS establishment of permanent ground cover. Q)
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. c
I 94.05 13. All cut and fill slopes must be surface roughened and vegetated within fourteen (14) days of their
' construction.
I - - 14. Control measures will be checked daily and any deficiencies noted will be corrected by the end of
each day additional erosion and sediment control measures will be installed if deemed necessary after
VENT on-site inspection by the issuing authority.
0 15. The only materials to be buried on-site is vegetative material. Construction waste may neither be
I ° burned nor buried and must be taken to a state approved landfill.
62 16. Storm water control measures will be inspected after storm events by a qualified professional. W
100' X 17. The Prime contractor and sub-contractors are to follow the measures outlined in the Erosion ands.-� W
Sediment Control Plan and SWPPP.
0 0
GATE 97.36 96.61 O 18. Temporary stabilization of all disturbed areas not worked for greater than 14 days with hay or mulch.
O
EQUIPMENT STORAGE SILT FENCE
AND WASHDOWN AREA O w
o
0 0
EXISTING ASPHALT
IUNDISTURBED
CRASS
� a
� .48
. I � C\2
96.52
G\2
PROJECT LIMIT LINE X
I 9a.3� 96.26
NOTE: HARLAN-McGEE of NORTH AMERICA FIRS NOT BEEN RETAINED
TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS,
CERTIFICATIONS, OR CONSTRUCTION OBSERVA TON
SERVICES, AS
i 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
I 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
PROPERTY OF HARLAN-McGEE of NORTH AMERICA. ANY UNAUTHORIZE
27 1 . 00 '
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 SEC71ON 107 OR 108 OF
THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION
OF THE COPYRIGHT OWNER, HARLAN-McGEE, IS UNLAWFUL
° > » 1'1 ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD
N7929 00 W �^.33 �, BE ADDRESSED T0:
1 HARLAN-McGEE of NORTH AMERICA I
4000 SILVER BEACH RD.,
MALTA, NY 12020
I /
I gB.05
DRAWING:
I
EROSION AND
SEDIMENT CONTROL
U I SCALE: 1 =10
I r
DRAWN BY: WE
W I DATE: 9-14-09
I
C� '
I 2
EROS ON AND SED ��ENT
fC_,,,� ONTROL 3
I4
CK STAMP: PROJECT NO.
W 28
DRAWING NO.
I
-a
I
4
I
ERNEST J. GAILOR, P.E.
TOP RAIL POST TIE WIRES
TOP RAIL TIE WIRES @ 15" CENTERS
@ 24"
CENTERS LINE POST W
I II
4 - I � ~ 0
`rtGAL . STEEL � 0
TERMINAL 30 , 000 _
POST � _y00PROPANE TANKo
''
STRETCHER I I I I >_ 00
BAR g,_o
Ln
3/8 IN. DIA.
TRUSS ROD O 000 I OI- IOIl I I 000
HOOK BOLTS > Ki
® z o
0
=1 11=1 11=1 1 1 I 1=1 11=1 1=1 I=I 11=1 r=�MVP I 1=11 1 11=11 1 ( 1
o 1
Ll
42 MIN. BRACE RAIL °�°
CONC . TANK SADDLE
CONCRETE NOTE: LINE POSTS MAY
C� cn ° 00
BE DRIVE SET TO 40" MIN. C � T Y P) L °° LO
10" MIN. DIA. w
1 -0 BELOW GRADE AND CONCRETE ( z a)
OMITTED. z C/� o
w
o °-
FEN\'__.` E DETAI F_ o
m
FROFANE TAN< _ PLANVD�
2 c
- �_ o
� 3/1611� I I_O II
DETAILFEN(�E
- NT5
CID
� W
ROPA GAL P #5 BAR, 2' OC ® Q
PROPANE TANK VERT. AND HORIZ
—71-011 CONCRETE SADDLE
3" CLEAR
CONCRETE SADDLE
NOTE: HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED
CONCRETE FOOTING a 1O„ CONCRETE FOOTING CERTIFICATIONS, OR RORRCONST ANY Rt ON OBSERVATION SERNIC�ESP 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 do ENGINEER OR
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
2-0„ 3 1I MIN _ COPYRIGHY�C 2004 BY HARLAN—McGEE of NORTH AMERICA ALL
RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE
PROPERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNAUTHORIZE
Q WRHOUT THE PERMISSION OF HARLAN—MCGEE IS STRICTLY PROHIBITED
AND THE REPRODUCTION TRANSLATION OR COPYING OF ANY PART OF
5 II GLEAR 2 1-0 I I THE 19O76KUNITED"BEYOND
STATES COPYR�HT ACT SECTION
OTHE OR
14'-0" OF THE COPYRIGHT OWNER, HARLAN—McGEE, IS UNLAWFUL
12 #2 STONE BASE ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD
BE ADDRESSED T0:
n
HARLAN—McGEE of NORTH AMERICA
5"
MIN. f 4000 SILVER 20B ACH RD.,
3 # 5 L'GITUDINAL BARS
20
TOP AND BOTTOM.
OEOTEXTILE SEPERATOR FABRIG
DRAWING:
5 -411 DETAILS
C3
SCAIs: AS SHOWN
DRAWN BY: WEC
DATE: 9—14—09
REVISIONS:
1
�- z
T = _ 5 A L E
3
No
STAMP: PROJECT NO.
1/2 I I a ( I=0 I I HMdA09-028
DRAWING NO.
C-5
ERNEST J. GAILOR, P.E.
COOPER LIGHTINGLUMARKO
COMMERCIAL
DESCRIPTION
The Lumark Eternalume is ideal for perimeter area lighting,residential and u.4
G A L V. STEEL
commercial security lighting,residential streets,parking areas,and loading i
platforms.U.L.listed and CSA certified unless footnoted otherwise.
e. .
WOOD POLE W
BRACKET C/ O
O
SPECIFICATION FEATURES
F—
A
Photocontrol D...Mounting F...Reflector 150 W M W TAL NDO
NEMA±:^.is*.lock style photn0nntrnl. Can be pole or wall mounted. Fluted,formed specular aluminum '
for automatic dusk-to-dawn 1-5/8"O.D.slipfitter hardware reflector fastens to main housing
for secure fit. = HALIDE AREA
operation. included. C Q o
G...Optics R00
B...Housing E...Socket PLi
Precision die-cut aluminum Porcelain mogul-base or 12"open bottom,acrylic refractor. LIGHT W/ FULL
housing with natural finish. medium-base screw shell socket
�..
with spring loaded center contact.
C...Ballast HP:Mogul-Base H Lamp CUT-OFF SHIELD O L{'
HP:120V/6OHz,Reactor,NPF Core MP'.Medium-Base(protected) High Pressure Sodium or Pulse §I}
and coil magnetic ballast.
Start Metal Halide lamp included '�� �f .3
z x
MP:120V/6OHz,High reactance
(Hx)NPF Core and coil magnetic
ballast. E4G® tl/ R
E
LL J —
AREA LIGHT O
a z O
O
70- 160W
Pulse Start Metal Halide
C High Pressure Sodium Cl— -
W o
6' N
[406mm] LL
w/Pnotocontrot � - — - D LOW WATTAGE EXISTING WOOD
SECURITY LUMINAIRE
a POWER POLE W00
E 12 I_O 11
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12"1305mml m
1 13 2/3`1348mm)
TECHNICAL DATA
DIMENSIONS UL Wet Location Listed
s CSA Certified
DIRECT MOUNT 18" ARM 60°Supply Wire Rating
25`Ambient Environment
ENERGY DATA
Reactance Ballast Input Watts
\ � � 70W HP NPF(86 Wa¢s)
100W HP NPF(115 Watts)
\ \ 2 t!e° tl 13' 150W HP NPF(i7070 Watts)
I54mm1 i330mml Hi-Reactance Ballast input Watts
70W MP HPF(90 Watts)
i
100W MP HPF(128 Watts)
SHIPPING DATA
Approximate Net Weight:
2 3/4'(70mm] 18'1457mmi 11 lbs.(5 kgs,)
00 Specifications and Dimensions subject to change without notice. ADHO82321
COOPER Lighting _� o1ns!2ooa 1:41:4s PM
Conauh your represe.nevve fo�ec:�!.,-e and finishes.
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CONCRETE BLOCK I I I
BUILDING
X NOTE; HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED
TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS,
I CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS
8 RELATED TO THE CONSTRUCTION OF THIS PROJECT.
IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
X DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR
I SHALL STOP WORK AND NOTIFY THE ARCHITECT do ENGINEER OR
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.
COPYRIGH-0 C 2004 BY HARLAN—McGEE of NORTH AMERICA. ALL
l J X IC
PROPERTY OF HHAOR.LAANN—MccIS DOCUMENT
EE of NORRTDH AMERICA- ANYATTACHMENTS
UNAUTHORIZ
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
8, BE ADDRESSED TO:
C-SR481c6 X HARLAN—McGEE of NORTH AMERICA
4000 SILVER BEACH RD.,
EXISTINCs ASPHALT X x x MALTA, NY 12020
E - - - - - - -- --- DRAWING:
L � _ J DETAILS
271.00
N79•29'0ew SCE' AS SHOWN
CONC. SIDEWALK
DRAWN BY: WEC
DATE: 9—14—09
REVISIONS:
Lo wer Warren Stre �� 1
et
2
3
4
EDGE OF ASPHALT
STAMP: PROJECT NO.
HMVA08-M
DRAWING NO.
TR UCK CIR C ULA TION DIA GRAM
U0
ERNEST J. GAILOR, P.E.