HomeMy WebLinkAboutARB201500073 Plan - Other (not approved) 2015-06-16June 16, 2015
Mechum's Trestle Site Development Plan Narrative
The proposal includes a 100 -seat restaurant and adjacent parking area. We feel that the site and
its environs are unique and iconic, and that the site has lain derelict for too long. We do not
think that a structure on this site should attract undue attention to itself, but rather blend humbly
and appropriately with the dynamics of the existing geography.
The following developments to the site drawings have been executed since our initial ARB
submittal:
1. Site lighting and a photometric plan have been included.
2. One (1) parking space has been eliminated based on the gross area of the building.
3. Two (2) street trees have been added along Route 240, and one (1) interior tree has been
added between the dumpster and the building.
4. Perimeter and interior landscape plantings have been added.
5. Fire safety access lanes have been developed (clear of landscaping) along Routes 240 and
680.
6. Healthy and unhealthy trees have been identified. Types and sizes of trees have been
identified.
7. The tree canopy calculations have been updated.
8. All proposed trees and shrubs types and sizes have been specified on the landscape plan.
VICINITY MAP: 1" = 500'
ALBEMARLE COUNTY, VIRGINIA
INITIAL SITE PLAN/ARB SUBMITTAI.-I
SDP
FEBRUARY 17,2015
SHEET INDEX:
SHEET 2 EXISTING CONDITIONS /DEMOLITION
SHEET 3 LAYOUT PLAN
SHEET 4 SITE PLAN
SHEET 5 LANDSCAPE & LIGHTING PLAN
SHEET 6 PHOTOMETRIC PLAN
SHEET 7 LIGHTING DETAILS
GENERAL CONSTRUCTION NOTES
�T
67-30A
SURVEYOR'S LEGEND
DAY
WEEKDAY
PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS DEVELOPER:
MECHUM'S TRESTLE, LLC; 99 BLOOMFIELD ROAD CHARLOTTESVILLE, VA 22903
SUNDAY
SUNDAY
"M 570
57-81 E
1.
57 -30N
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL
PEAK HOUR GEN.
4�y
BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE PROPERTY OWNER:
MECHUM'S TRESTLE, LLC; 99 BLOOMFIELD ROAD CHARLOTTESVILLE, VA 22903
94.36 VPD /1 000 SF
g+J 4p
" �2 Q�IVR
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
CONTACT: BILL MCKECHNIE; 434 - 906 -5787
57.30A1^ j SITE
IMP
WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
TAX MAP / PARCEL #:
1
RFF��,������
288 VPD
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS
TM: 57 ,�.„
X57-3 #
;,
OTHERWISE NOTED. PROPERTY ADDRESS:
4294 THREE NOTCH'D ROAD
CO
DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS
OVERHEAD ELECTRIC
_.
EX. EXISTING
MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON - EXISTENCE OF CERTAIN UNDERGROUND FEATURES.
~
752
1.387 ACRES
5732F sz -3H
SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
5T«81`I�
3.
THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL
ZONING:
Cl COMMERCIAL
d�
-42A -3iCI ` G
5'f 7
or
B70
E
THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS
MAGISTERIAL:
WHITE HALL
ON -SITE AT ALL TIMES.
N /A5. T-1 E MAXIMUM ALLE)WABLE SLOPE IS 201 (1 10RIZONTAL.VERT-leAL). WI 'ERE REASE)NABLY OBTAINABLE, LESSER SLOPES eF 3.1 OR BETTER ARE
TO BE- ACHIEVED COMPREHENSIVE PLAN:
RURAL AREA 3
4.
THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE.
DRINKING WATER WATERSHED:
SOUTH RIVANNA RESERVIOR
IRON FOUND
WATER LINE
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
_
5.
UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. OVERLAY DISTRICTS:
FLOOD HAZARD; DAM INUNDATION ZONE (STATE); SCENIC BYWAY; ENTRANCE CORRIDOR (EC)
57w4''
EX. STORM DRAIN LINE
57.53
57140
ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CCNTRACTOR SHALL PROVIDE A COST FOR SAID
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. TOTAL # OF UNITS / DENSITY:
9"31
�,..
PIPE FOUND
PROP. STORM DRAIN LINE
ALBEMARLE COUNTY, VIRGINIA
INITIAL SITE PLAN/ARB SUBMITTAI.-I
SDP
FEBRUARY 17,2015
SHEET INDEX:
SHEET 2 EXISTING CONDITIONS /DEMOLITION
SHEET 3 LAYOUT PLAN
SHEET 4 SITE PLAN
SHEET 5 LANDSCAPE & LIGHTING PLAN
SHEET 6 PHOTOMETRIC PLAN
SHEET 7 LIGHTING DETAILS
GENERAL CONSTRUCTION NOTES
SITE DATA
OOOSF
SURVEYOR'S LEGEND
DAY
WEEKDAY
PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS DEVELOPER:
MECHUM'S TRESTLE, LLC; 99 BLOOMFIELD ROAD CHARLOTTESVILLE, VA 22903
SUNDAY
SUNDAY
CONTACT: BILL MCKECHNIE; 434 - 906 -5787
1.
ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO E3E PERFORMED AND / OR INSTALLED. UNLESS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL
PEAK HOUR GEN.
SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR
BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE PROPERTY OWNER:
MECHUM'S TRESTLE, LLC; 99 BLOOMFIELD ROAD CHARLOTTESVILLE, VA 22903
94.36 VPD /1 000 SF
PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THIESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
CONTACT: BILL MCKECHNIE; 434 - 906 -5787
TOTAL
WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
TAX MAP / PARCEL #:
TAX MAP 57, PARCEL 31A
44 VPH
288 VPD
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS
TBR TO BE REMOVED
2.
CALL MISS UTILITY (1 -800- 552 -7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF
OTHERWISE NOTED. PROPERTY ADDRESS:
4294 THREE NOTCH'D ROAD
CO
DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS
OVERHEAD ELECTRIC
OHE
EX. EXISTING
MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON - EXISTENCE OF CERTAIN UNDERGROUND FEATURES.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BIE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PROPERTY SIZE:
1.387 ACRES
DIP
SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
SANITARY SEWER
3.
THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL
ZONING:
Cl COMMERCIAL
REQUIRED PRE - CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011.
E
THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS
MAGISTERIAL:
WHITE HALL
ON -SITE AT ALL TIMES.
N /A5. T-1 E MAXIMUM ALLE)WABLE SLOPE IS 201 (1 10RIZONTAL.VERT-leAL). WI 'ERE REASE)NABLY OBTAINABLE, LESSER SLOPES eF 3.1 OR BETTER ARE
TO BE- ACHIEVED COMPREHENSIVE PLAN:
RURAL AREA 3
4.
THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE.
DRINKING WATER WATERSHED:
SOUTH RIVANNA RESERVIOR
IRON FOUND
WATER LINE
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
_
5.
UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. OVERLAY DISTRICTS:
FLOOD HAZARD; DAM INUNDATION ZONE (STATE); SCENIC BYWAY; ENTRANCE CORRIDOR (EC)
SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE
EX. STORM DRAIN LINE
ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CCNTRACTOR SHALL PROVIDE A COST FOR SAID
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. TOTAL # OF UNITS / DENSITY:
N/A
CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
PIPE FOUND
PROP. STORM DRAIN LINE
X TREE TO BE REMOVED
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL. BE REINFORCED CONCRETE PIPE -CLASS III. DENSITY BONUS FACTORS:
NONE
6.
CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORD. BUILDING INFORMATION REFLECTED ON THESE
PKNS
P -K NAIL SET
DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND/ OR
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR SPECIAL EXCEPTION REQUESTS:
SPECIAL USE PERMIT FOR WATER USAGE IN EXCESS OF 556 GALLONS PER DAY FROM A WELL,
CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS
PART 1926).
ALLOWANCE OF } „QUIRED LANDSCAPE BUFFER TO BE LOCATED IN RIGHT OF WAY
SIGN
ON SITE.
24.
ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD) PROCTOR TEST.
SURVEY SOURCEES:
ROUDABUSH, GAL_ & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS
7.
THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRZESENTED ON THESE PLANS TO THE BEST OF HIS / HER
914 MONTICELLO ,OAD - CHARLOTTESVILLE, VIRGINIA 22902 (434) 977 -0205
-_ -_- UTILITY LINE TO BE REMOVED
ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF' ALL MAJ�.'R SITE IMPROVEMENTS TO EXISTING SITE
CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS ,AND OMISSIONS BEFORE PROCEEDING WITH THE WORK.
DATUM:
VERTICAL NAVD -EB.
8.
THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING
BENCHMARK:
PK NAIL FOUND Its UTILITY POLE
7.
HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS
240AK40
ELEV. 503.50
NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR
LAND -USE BREAKDOWN:
SF °fo
SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRAIDES. HOWEVER, CONTRACTOR IS REQUIRED TO
AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005.
F ... ............. .,,, :... AG
MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL
BUILDINGS; a 3,922 4 09d 6 49 fo
... .. ..
`
MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER
8.
PAVEDIGRAVEL AREA; 18 023 0.414 ' 29.83 /°
i
SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE
-.-.T .. .__ T ---
NEGLIGENCE OF THE OWNER OR ENGINEER.
.ER OPEN ARE,. F: 38,473 4.883:,.. ;
,. G8.68 °l°
OTH
9.
THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE
TOTAL SITE ACREAGE , 64,41$ 1.387 100%
SITE..
10.
DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING
SETBACKS:
30' BUILDING SETBACK ADJACENT TO PUBLIC STREET
10' PARKING SETBACK ADJACENT PUBLIC STREET (SEE ATTACHED LETTER)
PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND
20' BUFFER ZONEADJACENT TO REESS IDENTIAL
ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE.
MAX. HEIGHT OF STRUCTURE:
35'
11.
ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE
EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE
BUILDING SQUARE FOOTAGE:
3,922 SF
WORK SHALL BE BORNE BY THE CONTRACTOR.
PROPOSED USE:
RESTAURANT
12.
USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL
RECREATIONAL AREA:
N/A
NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR
CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING
LANDSCAPE REQUIREMENITS:
LANDSCAPE PLAN PER THE REQUIREMENTS OF SECTION 32.7.9 OF THE COUNTY CODE (SEE SHEET 4)
THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
PARKING REQUIREMENYS:
13 PARKING SPACES PER 1,000 SF OF GROSS FLOOR AREA
13.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL
REQUIRED SPACES = 3,922/1,000 X 13 = 51 (3 ADA SPACES REQUIRED,1 VAN ACCESSIBLE)
BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
PROVIDED SPACES = 51 (3 ADA SPACES PROVIDED, 2 VAN ACCESSIBLE)
14.
CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED
PRE - CONSTRUCTION CONFERENCE.
15.
ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF
THE SITE WORK IS STILL UNDERWAY.
16.
ALL PAVING AND DRAINAGE- RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM/) TO CURRENT SPECIFICATIONS AND STANDARDS OF
ITE TRIP GENERATION
VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABILIZATION SHALIL ALSO BEAPPROVED BY ENGINEER.
17. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 1 WAND ADJACENT
TO A F X 18' PAINT -OUT AISLE OR A 8'X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL
18. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL V IS REQUIRED IN FRONT FOR WHEEL BEARING..
19. ALL PVC CONDUIT SHALL BE SCHEDULE 40.
20. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P. ALL WATER SE=RVICE LATERAL TO BE TYPE K' COPPER TUBING.
LAND USE CODE 931: QUALITY
RESTAURANT (4.
OOOSF
SURVEYOR'S LEGEND
DAY
WEEKDAY
WEEKDAY
SATURDAY
SATURDAY
SUNDAY
SUNDAY
PEAK HOUR GEN.
PEAK HOUR GEN.
PEAK HOUR GEN.
TRIP GENERATION RATE
89.95 VPD /1 000 SF
9.U2 VPH /1 000 SF
94.36 VPD /1 000 SF
10.82 VPD 11 000 SF
72.16 VPD /1 000 SF
8.38 VPD /1 000 SF
TOTAL
360 VPD
36 VPH
380 VPD
44 VPH
288 VPD
34 VPH
TBR TO BE REMOVED
AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE
2.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008.
CO
CLEAN OUT
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STANDARDS AND SPECIFICATIONS
SURVEYOR'S LEGEND
UTILITIES LEGEND
DEMOLITION LEGEND
21.
ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM
1.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007.
BH
BORE HOLE
GAS LINE
GAS
TBS TO BE SAVED
22.
ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN
BM
BENCH MARK
PHONE LINE -
PHONE-
TBR TO BE REMOVED
AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE
2.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008.
CO
CLEAN OUT
OVERHEAD ELECTRIC
OHE
EX. EXISTING
ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME: IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES.
DIP
DIUCTILE IRON PIPE
SANITARY SEWER
s
3.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011.
E
SANITARY ;SEWER MANHOLE
UNDERGROUND ELECTRIC
UGe
SITE ELEMENT TO BE REMOVED
23.
ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING / HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL
4.
VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT
IF
MF
IRON FOUND
WATER LINE
H20
_
SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO
CONTROL HANDBOOK, THIRD EDITION, 1992.
MONUMENT FOUND
EX. STORM DRAIN LINE
INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB. OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL
PF
PIPE FOUND
PROP. STORM DRAIN LINE
X TREE TO BE REMOVED
UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE.
5.
INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION.
PKNS
P -K NAIL SET
S
SIGN
24.
ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD) PROCTOR TEST.
6.
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009.
WM
WATER METER
-_ -_- UTILITY LINE TO BE REMOVED
WV
WATER VALVE
25.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
7.
ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER
240AK40
= 24" OAK W✓/ 40' CANOPY DIA.
AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005.
8.
INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003.
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/ -- 100 -YR 100 -YR
� goo y
100'YR
p•(� X00,
485.64 x )'R ` 100 YR 100 -YR
/ 485.67 x
485.44 x
000` 485.69 x
O
p- IOO 485.89 x
O+ �� 485.42 x 485.77 x
QQ�Q'QP� 486.15 x / \ 486.11 x
---486 485.91
19 NOTE: 486.16 x pb '485.93
IV THE ENTIRE PARCEL IS WITHIN THE DAM INUNDATION ZONE
486.75 x
�Q- / ... --.. -- -•'"'- `- '--- --- -��� ���d, /
-001 486.71 x
T.M.P. 57 -30E / % `` �•`- ''� \ \� \
/ PA'S HILL FARM LLC / �� ��' \� \\ 485.36 x / / x 486.06 / , p
4ssl.so x -- .-i.. • \�\
D.B. 2919, PG. 153 4�6 x 487.0 x
AGRICULTURAL USE / / / /// \ \ \` �. / 487.03 (� /9
pp� RA ZONING / // /// • . • ^ • • �•`��` - �� \ \ \ x 487.37 �'' 487 - /
•
/i x4
487.14x ���� •. .• '''•• • �''' \,. \ .: - ��'� - --� 4s \ / 4
/ �' . ` _ • • . ... - _ - �."- '•. -,1 .__- -- � �.. _\ 487.24 x / / � 86
eTRIPLE ASH �' ` �'.,` �.--� �` = = �. \ \87.44
0, 487.06 x 487.94 x TO REMAIN �' 0/ '•� / �_~_�- -' _\ \ `� /1,• %/� �Pa
YR O o / /� �'/ ' • n -481_ \ • ' �AREA o �,- ��- `\ 487 A 4 X / / �-- / " -�` 483.94
10 �AREA OF <25 /o � 30 DOUBLE w / OF <25% �// / / /� _ /-
0 YR A� . SYCAMORE .. - / _ - -48� - s : 1 b SLOPES, TYP. `�` �a: -83.9��•28
SLOPES TYP. 4s / _ -
� 100 V 487.37 x � � � � � • TO REMAIN "� '' .: -_ = � � 2� ASH • � •� � /� 480
R 1/ k n /1 C Ly MAIN
/ ° / 13 / �+aTl - 483 - - ` R MA
R 487.79 x 18" ASH `TO�MAIN ..� .,,• >:: -,: 84`
100 -Y x , rah; `Y4: «° �'.'�. ' ... \
487.38 / 488 ` TO REMAIN r; 11 (2) - 12" ASH:. <. .� < :.�• r 38" MAPLE CKIN H ( -Z- • - ___
100' STREAM BIUFFER / /i :•` xr�?:= .,�r: ",;:,;,x =.s� ar: 28 SYCAMORE _ =t .'.. G OLE _ 47$ ---------
�``. `� ' w.. A,.. ,.. TO REMAIN ��� ` TO REMAIN CREEK
,.;
/ a ;.• ,;,_ ,:ti_:, ;;., a�._ . }... TO REMAIN Y. ;Y . P_ g:_ :.t,••- ---� K �..:
100 YEAR FLOOD IMITS / /� -x'Y
487.32 � r�" .;tir „,:'�� 1311 WA � >ri,y 10" MAPLE / / �•a
TO RE
AN OR
'.. 4 , " •'t TO REMAIN ~
,: , ti rr
50' STRE BIUFFER / Y:v;,!_ ' _ _ _ _ y'y'= 25" MAPLE 26" BEECH/
�// -; .:, ' �: - - 89 °02'12 "E w`} `: v `'` l
TO REMAIN REMAIN
5 -``` '` T. T.M.P. 57 -57
487.76 x �/ " ,r. °:�;; -. •'�;".. •s ;2.}.,.,�•• ""'- � _ � '':;;. ' ....
487.67 x :a _ 's:.�. �;..• � � -- -.. -
,r�` . },: ; ti„ v.rCtir/' =•°S:' � .fl.`.'. . RADII 55: �.•l:,ti>:.. ' -- •.ss� -T -.` ; •`���
"RED T 1
.�. 25 ASH ty:. 6 SYCAMORE
F IAL : � � � � , •
LINE ON 2012 01`IC ZO ;.t` ., -.. ..,�.",_ r � :a� � "!�..
RED 24 MAP ES .;,• r� r• * w `ti.. - .r„ GEORGE K. NOTEMAN
// - '.•>'a ^.�",i.•' ".s• etc.'' l.,nY'1 :. •',:'e.Y;� *yti•::- t'��'.`.hi♦i..' .' ,,ti,:.;+:.4:..:;ti'rJ., •i i' 488^99 `"".- --
r +.•' ;�.. :�' •Y;'.;x O REMAIN ." _ .,. O REMAIN x
DETERMINATION E :j, t,. -'
=:�;. ,.a TOREMA Y fs: .,',.` =
,. awrs?:; .t ,•,mot.: ti «..:•V•. ..«.,... ., ^J;.:..... :.4 �� �
�� %/ •' � :.c:- �...:.•.:;-- '' �•:: '.�• (ti � --- -• - D.B.3163 PG. 453
/ � � ",l }l' r:1 Y' •,'4[Y•' C .. i`. •r" C .ri, - aftw�t• ..Y' '.,y �'+'• •:. k:.M1 . +•A,,. w5 ' ` J -
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LOD 2 -005 ATT CiN1
( � I LT
t`L• ,< . ,,a ,,•..•� AGI� CU URAL USE
RA ZONING
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W �`xr" .•r.'.•: / GRAVEL L ITS, 3_. 490 34 / parking
488 - � :, (POOR HEALTH) r \ Y
• 3wsRti' '? : „ •:`, �:.' �/' -�.""" 100 -YID T.B.R. 50o.6s x �` .,s..�� p
EXISTING / � � , �: WPO -50
' /
- `�- _i' T.M.P. 57 -452
UN FRGROUND TANKS / H O«S �'F; x
VPE 22" ASH e,., 4 8.15
i / r !•'° '" TO REMAIN / 0 5C61.12 x w� ' E _i r'" FRANK CARR ABELL, TRUSTEE
- C' fir; / / Clip �TO�EMAIN �� 503. c`a:s' .i ��� ' I a ( D.B. 2199, PG. 239
zo T.M.. 57 31 .,-� -- �.' - �
�' 1 :'' O, RIM 501.26 y; �,_ ; AGRICULTURAL USE
I/ 497.94 x 7O
0 ` RA ZONING
4 - R= 2825.00'A =109.2 ' / ;S� x �: ELM / / EXISTING
86 �2 °13'00" Q' „ OR TH)/ / / 498. x ASPHALT _r' 487.36 x
C.B. =�°4� "IN Q- / f, . / LIMITS, TYP. }<
,�.' '� / EXISTING 20 SAN.
485`` Lc� 109:29' Q� %' r.. +" j 499.57 x / RIM 500.46 0.1� / S
"" - EWER EASEMENT
D B. 1364 PG. 1008
.. ---•." � C� ;*;::.' � / +tj � / 501.34 x / �'A`•• � / „ 1
\ ��• _ 6 ASH
r..r. /
/ ,ry• , . e
/ .`� E� WEI,I� TO B'E // �• / �x
\ \� / ,yr. ABAN 0NED % / 499.82 x / 500.38 x ry ., °'L•�> . r v ,t
9 % Iyp
2nd �\�� '�''•� . / /, -'_•. / 4 .41x / 5i00.33x Op if/ ::
_ Y �• z /
9113. \ �� ' ' • .. ... ... / w' ; .a / p / \. V 4934.83 /
j x 501.08 :. % rJ
_ ` :r� CA� 499.01 x . Q / �jb
2'
-. _ ► 1
-•_ "`'- -"`;. EX. RIP RAP �" � = 1 � . :,xt� Z ` � / / / � x 500.71 x / 501.23 x x O` 100 !v �k , ss 33 1 / 00 •
/ / / 47 '`� / 501.66 EXISTING O,': WPO -100) - WPO -1 Q�
0" / 499.93 p x / 2.07 BUILDING SLAB „ DV�'01
- `"- ^•- .'�'' _'.-' � ' _""..•-'' },/ e'`'" ^.�:. °fit = ^' ', 4j� 500.35 .!�t�' ` .`
- _ �~- _ ---= ^ • -- y'� `', era;, / / / EX. UTILITY Q- X / = NT Q- /
_ - - ' '-� �'+: • �--- w ..,.A ": 501.39 / 'r 1
_ x 501.08 x ! FFE 502.20 «QQ' -`' > ' 496. / 1 485.88 x � • 44W Q�
POLE TO 500.78 500.96 p f�'j t7t
X45--- t. - - _-- _ ?; ,... , r_:�y4 " �9 QO REMAIN �, x
494.22 mP� z ) / 500.96/ x
501.11 501.84
EX. STORM 5 �7 - - ._ /� ' t 62 x _ _ / EXISTING x x x V� /_ -'' l/ / , to /
g / ENTRA CE�
' 496.98 x so O 500.67 x 501.66 501.81 Q' w 9 /
495.53 / \`495 --- _� . �t J �� LD�/�/G' S+ETB/5�yry^0/4, ,&GQv-JQLP T.B.R. 9UU.93 5o2.os 501.57 /' '� os � °�C� __ 0Tx _ _
495.44 496.77 - ` - v _ Vq' _ 501.24 / O�I . //( \
-� ChN ` - Z- �'i0 �"'� _= - _ x 502.31 EX.4TILITY -- � - ".:^ I
:r:: ,.
/ �"- - fia - -- `� _ 50135' � 501.86 � P E TOE / �// � 499.57 � / 5
CROZE 10.5' O' EX. GUARDRAIL .�.U, _ �-ig,< _ \ �%/ ,
7• g _ k 502. � «Q7 ? ; +Q Y I II G {RETAINING WALL
,-R -- --_.._ ®. 496.92 `- � -1 a9 .3a Y TO�A�S p _` �i'�t -- _.�� I fO •_ = - M "!" - �/ / X ' ; F J �1� 1� BE REMOVED , N
100 -YR �°' as7.6a EX. WHITE / �4 - . i0 EXISTING TdF�t-_ = o ,�' 1 1 9 489.05 x
100 -YR -- X6_0100 YR °•R�. = 10 5! LINE } sss5 Ot -� / _ t f _/ LANE 5oa3�_ _ _well 490.07
-� 1
10 4s0 /- ____� 5 1.65 / ___ a 502.45 - _ _ .;
33�� - ,...,� 1 a el, 49 1Q0_ 498.EX. DOUBLE _�� p' 500.52 / ryw: �' x _ 1 _/
Y YELLOVJV LINE `r - - / - - -, °i0 - - - =iI -10 - :.:6I' -eta #I I -- - ' ,; . S l Bid .. _� - y ° - --
-
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WPO� , 501.23 _ „� 5��' 502.11
-nt86 0 -- - 503.07 ^ \ \ 501.69 S ° n \\ �-
O 5o2.3a --�03 503 4.0 \ / C
EX. EOP 51 �Q 503.43 R= 999.60' A= 89.44'
503.31 - 503.86 503.22 _ 15 °07'.36, n \ �� 1t�g�XR
''02,08 � �a� �' -�_ C.B. =N81 28 00 W �- /
app °°' °� ST. RTE 502.E --- 502.45 x
QO' Sow (VARIABL 240 503.88 \ \ \
E R/Wj BM. PK NAIL IN POLE
74 503.72 x EL= 503.50
(USGS) 503.49x U.S. RTE 250
O,�pO •� 503.12 x {
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803.46 _ 1
WPO -100 - ---- -_ WPO -100 "- DSO I
{ i CHARLOTTESVILLE
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Catalog Number:
SNS- 20- 40- 11- AB- PC(XX) -DM29
LIGHTING (Mechum Trestle Building
VIRGINIA
' ,lr
2L NOLEI
PCIQ Shaft
The pale shall be a One section design fabricated from standard 11 gauge (0.1196 ") or 7 gauge (0.1793 -) steel, Each section shall
a t sL"lahsho gram high strength law allay *Ism aalfamlna is AfiTM AWQ Qrwde G, %Wth Ali"Im nt Wald israf.4th of •4i,Qlw P" stab
POW will have a "14wroth loralludkal valid and will be square it grce 4wAran.
agog plaft
Tho base piano Is tabdulad fnom a stnatatnt quality hat noted *Wbet" SUIM Oft that t WAS ar saaf mh AWrU A-Ml with s minimum
Ylald at nt"figth of MOM paL The bass plats fatesoop +a the polo af'an wed In allouna afornial welded top stmt Mellon",'Ths bass brat+
gas+a(> #ad bait horse.
Hand tfate
A falnfammd hand hda, hsAM a nominal Z!r' a e" opening, wit be Instated ill" above 9% lease plate on Ott Palos" A, harlot Macs sower
ltd wbashina hardware, to final ided with each hand hale assarrb4h A grohlnd iva vain be wsksad alUtw an the gland I hale frame or an
the inside or On Pat* opposite the hand hdo dspwwWa cr1 the design,
Anzorar main
Anchor bons we fobirlastad Mom w toffe44i'l a quality has raped urban alma! bar Sot m "ta of """a rr**rd an field "Wwh of
68.080 psi. Aasaitar bolls are alasd auteordimg � each Polo design and we Aanirtead w1t7h 9 OsManhod halsrtr h &K mute mid 2 solve -
lvasd not rfmsMers. Alahor bets shall ba yalvard"41 a MAIrrum Of 4" on the ttwesdsd end In swcrdarms vi lHt ASTMd A -103. Anotltt
buff wal strip wml this Poe+ unless atlt rMse a psak7ed.
Pawa
r unh pools vdll be wido4KAnd chats rome'lalle Palo n p er have %2441 0.00 a 4- lonwn tap fdhsr alsas mvarlakta)..
YL,4k*a
An welds shall be, oaths si n#l+fay and pa lwmad byArniWoam VV*ditg tsoarty owdMW wak3ma oonfarrrina lea 00`11 tatrat VWFdM
of Ike Amarlun'rislltni0 aptotnm"titht fAYd9 01.1.
FINSI1
^m pass, mounting bnwitste ar"d plavarms arm furnished with a ousting of &Wtarr" oxidsMtm pr ,, imbwv pointadi, powder 001110d
or hot•dlp matwntred 1mABTM Ar133, rvtistammreous ham wit be gd%MMizad 10AaTfd A-1C3, marterfor flrtah acad"a en aver"
alas by request,
POW) - PAINTI'ED TO MATCH
mom d�r lrorr l ztams tgwk. g Aram se, nnrr - a aaag eanaw n -+T'Y prra to gm tatasxda t SPAULDIiN13 FINISH
Dh$29 • DFIILLED FDIR TWO LUIMNAMES
AT 90 DIEGREES
Batt {told, AnehorBolt
-� PrcjltGdfln
YsTdttt �' 13toliad • A' •.�.
Pahte stionild be mordttor4d f1e@aan4ly
j .�lOtEg -.e -" ti +•' forstraofharmamra"
Wbritian,whisH
ttstyalasatrulOLUrai # ewqua Conduit
ant Plate raga Detail Intory For a da aping tdeYiae that am
help mgmim�ze the 9f iotsofAbreian,
„s 13tH21•t4: (868) 474.7200 • Fait: (817)924-7040
,A.niLC ' a" LHag +s�omstrraatha+yntat!'sTMltsm} par> knn�l+bslhNsrmua�eutnmagrihsn?a
b ptcnsM Rn°dare kherc,fea sibas tar alaaMr eatats kr,
14
LIGHTING Mechum Trestle Building
f°
Catalog Number:
LC6LED120- 6LCLED535K8
611 LED Downlight
LCUED
120 or 277V
ill OV dimming Caption
0
AhP1lLAtlt td31 Lo D1t1Vt317 M:. maximum Comm T11itdmnra 1 �4"
LEat4cara Commadal j11:6m Is 6' commecld Tta tWO utitsis a 23 wad aanslora Fat canwrsian t0 millimetmrs,
node LH3 dvw+d r!Eth avallabLs sit batwssn '
of'rwdThOrtroe Rg7aarch kadwts LED V metgply tnciHke by 23>,4
1000.1 aw lament. Thu h wnowa 13 replaw mast .dr'hnr. This same drier it topahis of Not to S=tn
CF1ekr*snli7hNnq opplkal stn, while nmttslig rundrq A three dtAaranl lumen au4puk,
suttsta rt(d Ma and malatmtea tawiagl. Radad losulting in a nadtatitmn of hauAnp slurs
14'
for a rthimum aF 3{i,04G haws i {r`Ms htmfrt and t M*%d tpxftlion. The dixr IN
main tang x ktgll a irf plarwe hftptrd gr•t 1p 10 ULS730 end Clean r ea lrpliant,
n vvr
iVhiel°fin
55'C +j OSL 29'190% 35'C 0071, Fie Air Fiww
ftasuro It for IS DH4ubiltilDi
Kciairp U 277 VIA
a ngainsd apHmd ptefamtPrnea
Thin piI Is ant recommended Ior titel w* 3rd A 0.1 030 dlmmlng ,molten is orisilallalo
a EMU
party afEEflAr a inaulanoe harriers. P71t), P-Wing Rieklnine dimming
277Y 410v*"l
HOIMIC#g db+"n to 10%, Sea lid OF compatible
p� uttaAad0
4hstlna tv Lftmna Mroitilefortfid
Catalog Number:
Type:
SuWfirdild bY Mhft Irlia- C.efltnl
Catalog (Number;
Type:
stbnftea by LohVina an la- c+xmal
Catalog Number:
Type:
El„r>RUa.a by LICIMM Irtls -cfmwl
Catalog Number:
Type;
abg tpoeep7 f�" EirSTdomiul±a 1 Ell'"
or %" bitting channel joy othol or
Job Name:
fit;. OAQ.
LIGHTING
Job Name:
Mechum Trestle Building
"mow+
" LIGHTING
Job Name:
Mechum Trestle Building
,•A*,.
Job Name:
UID thlliT 111111,11104111111b
The LCMD use dlhr 36, 4a, 60 mid power FNdfln #rl RTIPICMIC1Ft8t
CR1- A- P25- H4P- F- Q -XX -L
C4
o
SD CRI whh a =M color aonldaflcy. TN two d safety dand0rds, $Yk46 flat wet
CR1- A- P.25- H4P- F- Q -XX -L
C4
S
martagww# by slrlcrady lh111 %WOW 0 ENMOY STAR ciallRrd an s"aridtmd
SNS- 20- 40- 11- AB- PC(XX)•DM19
C4, POLE
AMA
d wa, yea Y aammtatiws lane ahxltrat +a wilsw
of the LIE Ds and wapNg a iM1Y.i* +win 10611 item W iL AN1'r}l
SNS- 20- 40- 11- AB- PC(XX } -DM28
btkvx lha light angina IN =16i in muifpls tKrh9n 3 year Warranty. iaa vrww.pntsabtho.
0.10Y
i impsrdurgs and dts rNorn b dae rad to Oda galls far deaalk,
LIGHTING
Mechum Trestle Building
6LCLED E A 6
nslssmhty h msshalnFtaliy tda47isd la the hawlnE.
v 4
T5'
ta`
Crier beall%,, fliaalor, trod owme rial nepfftie%
• P$Be $ tbP aLailDxM Elsa art
'1rATXDGK,11 %B
EXA,t51aF LULE DI213 M- 61,1CLtC33 OW
���tA4�taf
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!loop CANDELA
In a mrdiwrg sflrll N ORsI rrs b♦+ p mdxd pcwtbis wa ntmOne tit t4gM Is
LIGHTING
Mechum Trestle Building
4 -2B POLE
Frodtmh,
n 0 749
VIRGINIA
VIRGINIA
'i"deb. r��rsries N fern •iTach Supppot . {$ 83 177-1114131
Notes;
l9E4ID- i317e1
VIRGINIA
II A v
Notes:
'I:, VIRGINIA
;,Arl 4y
Notes;
VIRGINIA
v
Notes:
LU • CiENTRALIS -18325
!�',.', %,; ggNEU
LV •GENTRAI.IS•78325
. °" RNE
tV . CENTRALIS•18325
�
LV - CENTRRl.95.78325
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. SNS- 15.40.71 -A9 15 11 4.0 926 8.0.9.0 0.7$ x 17 x 3 4.00 ! 5A0 17.2 430 73,2 330 10.0 260 i
SNS•15 40.77•AS
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115
11
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t SN9.20.40.17 -AF,i 20 1RD it 4.0 0.25 8.0.5.0 0.75x47x3 a.00!S.OD 9.6 240 6.7 167 4,5 112',
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225 :',
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0-71 A
20
185
7
7
4,0
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8,25
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4.p0 / 5.40
15.p
376
11.0
275
8.0
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20
1$5
11
5.0
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4.00 ! 5.00
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12.7
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9,4
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20
185
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0.75 x 17 x 3
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12,7
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25
170
11
4.0
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8.0.9.0
0.75 x 47 x 8
4,0015.00
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120
2.8
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174
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• Title
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Sits -25. 60.11 -A5
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d,p0 i 5.40
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7
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tar 1392
r In 1#®t 1QGEdklra y,ra � 1
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oily lmong Ill *t* Dr9�ft•
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l9$ �PIB#ilt'�'!i {27fa" il0 taa■n�
{rr0 gffba [tAutrN 4't911� (Jill ffr0 CAt 800698 Oi(tCiiflt 1110 bops up to 4I1�. Pt�i riled p�Laliin
SNS•3560.7,AB 35 540 7 8.0 12.5 11- 13 1 x 36 x 4 4.75 ! 5.75 18.4 310 T,6 i90 4,2 105
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SNS- 35- 60•T•AB
35
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7
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42
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- - -
$RM1t1N itallrde Fla T4fitf I Aiffiptsr 44 A0 ft y" tX k flb 1DIE p1MC' CpiICtR Ind
RETf�Itli' RrUnd Pair T}ndl Adap�#4 it 80 ODir00k
1STAatlt' tlBtagLl■! Pda Trttml [ {8 a 1� u9['� IfPF tslft0itt D1111R, �di'$np fitDJ t1R - 20;1111y FAD � FiDt HP6�
'
', Pole Shan
pole l bea on
The pole shall b one section design fib t }r standard 1 (0,11 6 gauge
p t e I e a et rice ed am eta d rd t gauge (0.1798 ") or 7 gauge (0.1793 ") steel, Each section shell
st Each s0
shall
I; Pole .,Pan
. " t , " " • ,
_
'I r■Ixrlmtrt8tl�.tr: lltlr[@7irm'® 1�lE.TTt flllft IIdiiN lf�TtiL6Bl 4ttfi InD11V?Eltl 1D tiLi]Zl9t� t�'i
section law allay gw aanfau uses ngau
be P she as ACTM A6(30 y sla +ar•rleel of pal.
page y,� hay+ a fullArgdl lor■Ngd4nal wWd and 1100( t.a agvaw kt nanw•�nilc+n,
The pole shall be a one section design fabricated tree, standard 11 laugh (0.1196') or ?gauge (4.1793') steel. Each section shall
bh pole shall
from nigh section n low allay f awl ed ft rn eta b and 11 Aagg (0.11 a, ,,,of gauge ( 17 ►t) steel. oEach s Q pion shah
pdw will ha+n a ri4T4rnr„th tortgitsrjlrwlf weld and vril1 be ssFsan In arses- eaatlon. y
fiE11 iliallLdl PULIl11TA11ih�TAL lea t�&.i- igr6rrdmfisa P f1� D■ OrAteldlts t1DAD 11ds7tihdlaafaaT�rfq.lis�tamt
r1D&Rittt hE41[dii�re1iC11 E91d 1r9 Ilflt.
tlgam prase
! J 1 f . ■ - �r n a�' 80 ■
OIWim9
rvtleAeramt;$�ln[sr
This baits pilrot h tabrlameW htrm a stnallemal "I tir hot rolled afrbtfn NOW plate tilt w&#Al or asloaads AUTTM ^48 *0 0 minimum
The All aft h tak+rl d from a antmAbouest Quaiily hot noted carbon st•EI Plate, that matte or Assasaf ARTM A-" wfth + minimum
Pt0 1LDrAP Ea17 if9r ri■0 t13P Mica. ■ - tii�l tt!w '4b1m1�
N 1T"lC tllfrrtmaEt poy�Er pls9lle7 pant lhiil3 tlppl� � IIDimM6,El
Yield o etranotlh at a'a,llaa Pala Tie boas pate tsiasaapss the Pori saH te,d N alrnumtsrenhOal welded i•P and bekom. Tits bees plat®
Pas flamed treat treats,
y4Hd at atrel ngth d ta,aaa pffi 7'hs bass p3ab isrsiaapea t1a gds rhaitand Is akrelamrsrwr}3o1 welded imla and bnt#om. T11s base plate
RPA2 rlfmtta puff tt�sr ;701.0 t+i9
P12 1Ft0e 011 -17ml beat$ t
• U IN 0ia im. PWto pWrtft l9lunlrairm 114 mlaft
Hand hide
nee ■tared bolt rnmaa.
Pet t 5800 {ED lOap t 075 F>PA3 d ■ � �
1 fl$01 • k i 7 13a y Cl�flbd +i>Jtth ifld tla0�fl1 iSt �bl$d Oq
A ratnf
formal hand hide, hawing a nominal A' a e" opaning" wit be Installed W above the base plate an Oli Poole, A Kona bole ow4sr
A r�arnMraed hand hdo, having a nominal &"a 6" Apaning, wdll'bo Installed 13" above ess base plot* an all p,olow A hand hots e
K4 litvft, IT - AAdtl Iran � A41a1>tlt t IiPA4 mind p7ds a0 P 7,1.419t'�
" P17 779!f C0.29 ling tgAOt
Ptl.•4 k tl>�i 710} iO3tlOt1 � e ffiitOfn� C0t018r1�1
P1fL.i f910ipi0fltid • 1'm�t -L6rOk (i0t (d 'di �•
acrd abashing hrdwww is Included v4th aaah hand hogs sssarrblyl A grounM lug last be wldniad sNlmr an the hand the frame w on
trim Inside of tte pale apposite the hared tale de pansTa-q en the dmslgn.
and altmdting handsvan b ksdudad ratrh asah itmrtd toll saaaenhly. A aracmd tug !alit Ma rwal+gsd sshw ar the Band Iwle frame it,rh
r an
the Install of the page opposite the hand hats depending an the design.
Hip ice. Po - ItCI RD Red RPAi ftAd pill€✓ • t5'f
A All fmit 20Dty (T�1 E AleO hS9t'i PffltrminCl irfdi 0Itanttn 0404
RM Rand p dr rtsfpty �')
PtLrB Phan - 7vft"k (iii 047Vj
tt87ff1it UL 11a'Q6 end MA C4r8ifrd iDr OutdOLr ra5t (i3DdHQl ip>11D5110IM
6h981kp Cap iV�iaACk
WWts are tabricall" from a ommrmar alms quality hall rotted oerbmn sulaa tzar diet malts or aamieeds rnerilium yiaw ovenaift of
`�
Arlahor Wit$ are fabrlea7ed Mama ovathy hall noised maAant Wee bar thin maaate or ollool"m mittnure yield vnr"th of
oaf P'� 26001 Cf>-� OfOg �r F8 Frnil 1971te
'ttaNrtaglaton ¢D• rtes ua% • t�flmpna ff(afj FM Plum t X+`177 1.1114,
P10 -
af,nrsb pa- ers.aimr halts en stood motrarrsrg to th"d, Pea• assign and era inardal•wld with 9 ffilwanktaa9 h•+v1r rt.. Palo and x gelva-
,,.,, , nttad flat wastvwa. Anchar bafle shalt be gmtvanlasd a mMimurn ef4" cn the ttataded erM In aoaordanco what ASTM AA 169. ttndvar
bake wit �" wnh Nna u r4ow aNtaewiw a
gS,GIl 0 Fag. AnnTm'r Tanita an +heed oamarSWr+f is ands Po6• dsaFOn IoM are NmTehad with SR gMontrad heowy g"au nub and 8 8atva-
nhwd ftat was harm, Anchor boas shall be gatmnialad ■ rWtVmum a 41 ail the threaded seed In smoardonms with ASTM A•1 SS, nla7~
itthCeO ✓a ltaergadr 4301,23 $?7, E SSli
!"81 Ca hlip bts+4 � Larllblti f�tar p{X} Pht#ttet8im %1111i�
pager" pestles
bolts will anIp With the pd as ia+ieas aNw�e lea spsained.
lariD'amr111rfr lA�
P40 4MW IEta� rani ti4gaf 1mP "�' 1 sae, 2•a ,snag, 43it,6 Ei7!
,� tlaxrlirnvarmmolsi 1#B}iP.ti}'av51rs.1<BtiCrL■! �� PR{7{} PI�ssEtfoeptsaieptAotltra6h
' 1$ifl 1 JJ wp1t�t' 1l -1 ! 4 -'fit
16°alaa',rrtl1F! �.51o�y17� t � idrD,S•9r7t
INIMPi tIr. rid, a Qz allot N 14tt1 it%
gnat -.
wlrlePmr a
TIIdtOHar.(1a E MUlaatlml prtlC01211 M1
♦ AbAmti obit
Romb p' oia will be Ylds4flad with a ranwwble page up or have a ti4W 0,p. a 4" tenon tap !allow also awitatstiy.
Atla nthallWafats sittar�aandpsrt4rmsdbyAtrnar' twnYyardgrnaAag! styasttlflodwatdsraaotlfarrrArgtothslaLasttr�arl
of Flea AmaMOSn 7Metdfltg y apsoMaO an AYr1S 01.1.
Finikh
Ali pates, mounting braciteks and phL&brma ars Asmidr"d with a meeting of sahmrrsd axingehhm prk"w,, taffy point", Powder anted
Mean pole v�il1 M aids -Mlied %Ath s remonele Fags cap or have a 1! S t" O.tk x 4' kolso" top Witter mien evallobils.
- Aiaysis�sslnailb'safthsFtttua Iffy• ndpMonnadbyAmahmanw. sktlnaBc�flstyaerHNadtrsgdarsaonforrrAgtafnsLaG .ssivartdgrn
of the ArWoort wn &V ficalety spsa'tnt !tan A•+N6 01.1.
A poles, mole nfnp braeksh and pdWomu am lium 7#ad with a seeing of Nanw red odds dna prgmmn fmtary palmed, pcwdw'semtad
Ufa BA' 11111 iaut Ql (riled -TApa IL4;2D'd+YAA'7JfV
�"�'1t� L9ELEC'P I� titrtrlatlh0iaaaFllaridrt0
.+ D s a ` iirrNRli
� - � tt9
u Imt ->ilp paMmn�sd to A87'M A•1II3. gNFaanfian.oras hardwsn cAt hs yaltwMtad tr" AfYIiA A.las9. ■stwrhor tk•A•ih aoa�tlr"ga ors awl-
aelobYraputet.
ar h ��disAfTM�I-' gi3. �hrnoushsrtgrtwrovArbspalvanl zsdtoAtrTMA•tbd. gExtsAarM1Aehoaatlrgsareavas-
n$ flri•TpplE9ri08.°a?(1�s17i4�ii+
iii'udt etoait, E� tag �QS4DDetPQd W477artt FTNA3N llOkrll:l.H3aH4
ingko ¢D11i 1�i 1u1At E 4504 1tA r ®re ands ymatl
"
4a "W5 m m■to} New ry] r r pal si
k Hots PC(M- PAIWEDTOMATCH
I Ancnara�7n nos a"a a+ k ro orra raE rafaa+ arm f en.-ar a.a ro eon c r tiPAUL.DiNaDPINISH
aMa6�+
I%ata IP PAINTEDTOMATCH
Ar++o�.r' beer+ 4' zta .�rwwmrt8eu.�aagaa411aar.,ps. �. �aamomnawTt (a�arygtooa+7aP�aarrorr PAULDING FINISH
" ya gifrd
vaallbrrubil$4 1140 �fiLloibasrl TitT"ae1�IIT7,"d:N ®I
INr�A0t1� ! SClI ;220.
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ttlrrLSTe
f NUTRArt I0
1 e6Tt9? i !H➢L�
1111
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D�1�- �LUNINA1RE SINGLE
Dh128- DgiLLE
hdtaanikNdr p laaDrr�illlilPietly}
lI�1t1M10tSaR14f E �N� � ttaar pnmlpnm
s. `_I i
i011gtmr0u iur,ne In
An#1orBott
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80DETYt1L7L33t�tMAtR>°B
An�ltor sort AT 1SD DEGREES
{ � y� Bt2ttL"rig4'dd
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A tltmmarlrsl +9�i- rt� -r3•� �rtatkprvl�pi■
8111W+ °i
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f q
r , I pPC{ttdi�n
'F Pr�eclron
�
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-�
lhiliiti'I + --t-
taag� ORPD -ICI -loll➢ 2DR400it Plarii,T�lW
iiffP�O•�1- Rf0 AA1ug0DllvPlr3lijgN
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%�' fLcf i RIMS' (868) 474-7200 a FtMat: (817) 224-7048
j' "} � Pht}rlo: {t31g8 }4i4.72[+tta Fax: {817raEr24•TQ49
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Catalog Number:
SNS- 20- 40- 11- AB- PC(XX) -DM29
LIGHTING (Mechum Trestle Building
VIRGINIA
' ,lr
2L NOLEI
PCIQ Shaft
The pale shall be a One section design fabricated from standard 11 gauge (0.1196 ") or 7 gauge (0.1793 -) steel, Each section shall
a t sL"lahsho gram high strength law allay *Ism aalfamlna is AfiTM AWQ Qrwde G, %Wth Ali"Im nt Wald israf.4th of •4i,Qlw P" stab
POW will have a "14wroth loralludkal valid and will be square it grce 4wAran.
agog plaft
Tho base piano Is tabdulad fnom a stnatatnt quality hat noted *Wbet" SUIM Oft that t WAS ar saaf mh AWrU A-Ml with s minimum
Ylald at nt"figth of MOM paL The bass plats fatesoop +a the polo af'an wed In allouna afornial welded top stmt Mellon",'Ths bass brat+
gas+a(> #ad bait horse.
Hand tfate
A falnfammd hand hda, hsAM a nominal Z!r' a e" opening, wit be Instated ill" above 9% lease plate on Ott Palos" A, harlot Macs sower
ltd wbashina hardware, to final ided with each hand hale assarrb4h A grohlnd iva vain be wsksad alUtw an the gland I hale frame or an
the inside or On Pat* opposite the hand hdo dspwwWa cr1 the design,
Anzorar main
Anchor bons we fobirlastad Mom w toffe44i'l a quality has raped urban alma! bar Sot m "ta of """a rr**rd an field "Wwh of
68.080 psi. Aasaitar bolls are alasd auteordimg � each Polo design and we Aanirtead w1t7h 9 OsManhod halsrtr h &K mute mid 2 solve -
lvasd not rfmsMers. Alahor bets shall ba yalvard"41 a MAIrrum Of 4" on the ttwesdsd end In swcrdarms vi lHt ASTMd A -103. Anotltt
buff wal strip wml this Poe+ unless atlt rMse a psak7ed.
Pawa
r unh pools vdll be wido4KAnd chats rome'lalle Palo n p er have %2441 0.00 a 4- lonwn tap fdhsr alsas mvarlakta)..
YL,4k*a
An welds shall be, oaths si n#l+fay and pa lwmad byArniWoam VV*ditg tsoarty owdMW wak3ma oonfarrrina lea 00`11 tatrat VWFdM
of Ike Amarlun'rislltni0 aptotnm"titht fAYd9 01.1.
FINSI1
^m pass, mounting bnwitste ar"d plavarms arm furnished with a ousting of &Wtarr" oxidsMtm pr ,, imbwv pointadi, powder 001110d
or hot•dlp matwntred 1mABTM Ar133, rvtistammreous ham wit be gd%MMizad 10AaTfd A-1C3, marterfor flrtah acad"a en aver"
alas by request,
POW) - PAINTI'ED TO MATCH
mom d�r lrorr l ztams tgwk. g Aram se, nnrr - a aaag eanaw n -+T'Y prra to gm tatasxda t SPAULDIiN13 FINISH
Dh$29 • DFIILLED FDIR TWO LUIMNAMES
AT 90 DIEGREES
Batt {told, AnehorBolt
-� PrcjltGdfln
YsTdttt �' 13toliad • A' •.�.
Pahte stionild be mordttor4d f1e@aan4ly
j .�lOtEg -.e -" ti +•' forstraofharmamra"
Wbritian,whisH
ttstyalasatrulOLUrai # ewqua Conduit
ant Plate raga Detail Intory For a da aping tdeYiae that am
help mgmim�ze the 9f iotsofAbreian,
„s 13tH21•t4: (868) 474.7200 • Fait: (817)924-7040
,A.niLC ' a" LHag +s�omstrraatha+yntat!'sTMltsm} par> knn�l+bslhNsrmua�eutnmagrihsn?a
b ptcnsM Rn°dare kherc,fea sibas tar alaaMr eatats kr,
14
LIGHTING Mechum Trestle Building
f°
Catalog Number:
LC6LED120- 6LCLED535K8
611 LED Downlight
LCUED
120 or 277V
ill OV dimming Caption
0
AhP1lLAtlt td31 Lo D1t1Vt317 M:. maximum Comm T11itdmnra 1 �4"
LEat4cara Commadal j11:6m Is 6' commecld Tta tWO utitsis a 23 wad aanslora Fat canwrsian t0 millimetmrs,
node LH3 dvw+d r!Eth avallabLs sit batwssn '
of'rwdThOrtroe Rg7aarch kadwts LED V metgply tnciHke by 23>,4
1000.1 aw lament. Thu h wnowa 13 replaw mast .dr'hnr. This same drier it topahis of Not to S=tn
CF1ekr*snli7hNnq opplkal stn, while nmttslig rundrq A three dtAaranl lumen au4puk,
suttsta rt(d Ma and malatmtea tawiagl. Radad losulting in a nadtatitmn of hauAnp slurs
14'
for a rthimum aF 3{i,04G haws i {r`Ms htmfrt and t M*%d tpxftlion. The dixr IN
main tang x ktgll a irf plarwe hftptrd gr•t 1p 10 ULS730 end Clean r ea lrpliant,
n vvr
iVhiel°fin
55'C +j OSL 29'190% 35'C 0071, Fie Air Fiww
ftasuro It for IS DH4ubiltilDi
Kciairp U 277 VIA
a ngainsd apHmd ptefamtPrnea
Thin piI Is ant recommended Ior titel w* 3rd A 0.1 030 dlmmlng ,molten is orisilallalo
a EMU
party afEEflAr a inaulanoe harriers. P71t), P-Wing Rieklnine dimming
277Y 410v*"l
HOIMIC#g db+"n to 10%, Sea lid OF compatible
p� uttaAad0
C 22 nbne made, stool platiami. pier dimmrs tat pop 141, For Itts sidlig of 12.3/4"
Ila draut, the dlmmin@
' ' a + 91
Vasa,�pan far amp =set Snap control aaaur
o +
in aent11aran from ddwe aattpoftwill alawe iney require up 14 2'mA of sllik auneni,
Inddtton of ho o"IfisAmni auerrkly and can lu
0. lei
tMEYAl3AT1LlPit
a dart to as a9r ImprarwlLoon.
tut
( Is/4 0 LjgMromn reel bar hangs induded.
ho»d far 8 4 in /4 tVa 12 AV nD art
d EMa
scans
Cf 6w" Pad
wuanal ad astable maunH 6lae6"
ha for 90'0lhratrgh mtring, 1 '�
C1 Idt
1JYlds
abg tpoeep7 f�" EirSTdomiul±a 1 Ell'"
or %" bitting channel joy othol or
lo,ig0
ti ppsnt�+yy dmmlauls, AE�k Irtdaratsas talpprssasd
Rgh puI hninfllar. , Ahmm Irkles fLi. Pa(rirad xf A Piaiaalite 241 bar hangers P24 or 116).
U M
q ti im o+mHabt► as •pew• Vaal wash ar41 "air may he hood
tad cell and
ad(udad in 90• ItxreR fat to hmuttitg.
1Y1i, 111,
UID thlliT 111111,11104111111b
The LCMD use dlhr 36, 4a, 60 mid power FNdfln #rl RTIPICMIC1Ft8t
PCC 4MR
LE On, apfcanly rhmj tb pra,46 a minnwrn d CSA arMad to LE and Collection
o
SD CRI whh a =M color aonldaflcy. TN two d safety dand0rds, $Yk46 flat wet
"� 4 4.374"
mull rid poem LED; allom Isar Wirral owwrlli localignl lEM S WW deep lowilan).
S
martagww# by slrlcrady lh111 %WOW 0 ENMOY STAR ciallRrd an s"aridtmd
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AMA
d wa, yea Y aammtatiws lane ahxltrat +a wilsw
of the LIE Ds and wapNg a iM1Y.i* +win 10611 item W iL AN1'r}l
53/4'
btkvx lha light angina IN =16i in muifpls tKrh9n 3 year Warranty. iaa vrww.pntsabtho.
0.10Y
i impsrdurgs and dts rNorn b dae rad to Oda galls far deaalk,
ar+Alpd;f7tar
aptimal lag and limn meialm"F a ,130AW hours d
717% httrsn rtrc4f15atano>, the refls4t0r 1 gM tngh11
6LCLED E A 6
nslssmhty h msshalnFtaliy tda47isd la the hawlnE.
v 4
T5'
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• P$Be $ tbP aLailDxM Elsa art
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rrdtECrCRLKOW - AtiLltt:ilFi
LC61610 Ij 120 9 f5Lf1ED a u ^J95c 11 0lank p 1ltffit
t° UD I t 8° apart Nominal 27G0 580 Clef 1411Y
n vvr
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r:l S24
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idafitax/ 10Oa Kahan 0111 Awl, told
a EMU
tooprrt far Uwcalivii
277Y 410v*"l
Edith ss DdMarad a Sept &sat.
p� uttaAad0
86
is 10%
to DM1
dknali"I
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A Dir441an of Hu" 11p*2. ire,
'i"deb. r��rsries N fern •iTach Supppot . {$ 83 177-1114131
l9E4ID- i317e1
Vii• neon Name:
LIGHTING Mechum Trestle Building
VIRGINIA
Number: Type:
120 - 6LCLED535K8
LiteFiname - 611 LCUED Down1lafit
° 1 °'
737
13
783
'PA r>ri9uenry'
30/60 Ns
50/613 tie
50160 He
kp%tOtmNtt
0,142 [)IN
0,17 11204
0,717(12011
165
0,061 (277v1
0.0i1(V,?v)
0,094 (2"
*A Poem
1110W
21 SW
26,0w
carow Cafres outpo
7000eA
100AA
low
Poles Factor
lo,ig0
1!0.90
10.90
THD
4A
%$17.4
1Y1i, 111,
E11r Fltaflng
PCC 4MR
FCC 4MR
FCC 470H1
0
Part 13, Csan A
Pants, O®u A
Port t 3, Close A
opera" > a
4n to .UT
40"C to IWO
-3011." ten f23°C
Dlrrnvnl
0.10Y
414Y
0.10Y
Plloromatri a fora LUM are publithad taalaw eta
nomilial 3300 Kelvin tier rratut& "ihN tebla may be
wed to appnklrnafa +a turner vallaw at elf6rartt Kelvin
tamparorum. Favor cotimptlon would Afty 64 #W4,
am Kelvin 1.14
A000 Kahle, 11.011
n' IRKI Kanto 1.00
3000 Kelvin 1,00
Kaivin 0.91
aiwoofe4 po raralg pralam
737
13
783
25
Whin ope rastny In IM male, *a Nituln wrl do'6we approxkralaFj lax of the pubMild full
4umen owptt.
494
45
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35
10
165
3
LED Ugh 5VIne: WOr,1101• CRI
1O►L LUMM VJMtW.T
L19JVti UNCi DATA N C,ANDnA/
Syetorn Vitahage: 17,OW
ZONE
LLL1"iENS
m R
anh
Mlaaula DeNefed iima"a 1107
464
1104
a o n w
!!Sto in VIOrkeel
Avsr4Pe -0'
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490
1147
m se 'e
45'
16M
Spodny Critorla:1.1
941
0
swnaws
S3•
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n w m a
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1107
anal
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Tut No. 9439 90 a
Tested at 25"C AsrAlfant in amrdana to ESNA Llvb79.20M
C■0
tssm7to rtsea ma
ma ""7r
LC MISO UCID8a3R11
ZONAL IAtA4Et1 itllMatlAlitT
i.19blfNAlll� DATA 114 tJh$+IDaE #/
LED tlfdgt ErB1na:21.3W, 80+ CRI
ZONE
UNEi4'!
go. mom
Systrn DoRniea: 2
G60
1428
Arab in Vtrtfacl Awsra6s -0'
n ess
FiaAgrs DsRrend Iamsna: 1414
16
65
45' 22784
FtadOle E8izaar 66,2
on
1424
0
Spodnp tCrhsrgb: 1.1
90480
0
Me 1664
wn a.lww
4.180
1424
166• 424
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3$0
700
105
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t
932
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947
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427
25
931
33
668
45
270
55
16
65
8
75
1
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0
40
0
Tut No, 9440
Tested ai 236C Ambfant In tsccudvrum to IIESNA L%79.2048
73 • 231
63' O
anrwau•"w"rraM two �alo`Sa lbw.,!! eAw, "ir, we.
R:Ibitoatl9rtta"al ar-rscr
967a I law! 1 i07e t fa"t IDs
acamru,wert"s.sal •etat"•-
a't1u"�t"m
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1 R
1 In to all
IN 1
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4l2S
45
81.3
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f a n a e
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62
3
a
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9
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tl i t
i 901 o
wwotnmuzmiori mtn►v
: �t'a1a • Tech $gpPOrt jtlti9j 177.4ti,i2
(Orescolite 71"Y11Iwtivhrmshnard +{#,trn4ls 1^_ 2�7urA +tYrcfap6l)67i31rio0 - n HUBBELL
�giy"ttma►r+maA K,. e�ia�r @Mmall�i•s la to rtkeMwW MuB66tty'j
tP�m' awipasd'► y" Yr' 6w1rHn •rfit"i°t1:tA•n)e4@dla•.t/tT %N : "`"'•'^^'d••�•"r iaf.Qj'Yr trr0.
LIGHTING
me:
Trestle Building
LC81$31i0 aLCLm1783K11
LESO nLgM Engine! 330K 8t tEt
Ya c
2COW
FkV* Daltm-ad Laararw: 17?7
pwhn t&wr., 69,1
Spacing Crltarlx f,l
400
800
tt
CANDIIA lx lT CH
DEG
CANKU
O
1141
5
1779
13
1911
23
1201
2:3
4l2S
45
81.3
53
20
63
4
73
1
as
D
9a
O
Tad No, 9441
TrAncl at 25•C Ambiaril In voloafdarla'b RSNA LMn*003
LC61,I012o11LCLl MIKI v
Sld rngnat 330, 01* ffi
trYafc(1e:26.1W
Fatten Dallvared Lamew 1530
Fixture Efitagey; 70.1
Soo
M
in
Notes:
20- 6LCLED535K8
i�
UrsTrame - 6T1 LCUED DownUga
ZONAL WMIN 91I MMAtrf
I1Ff31iNAME DATA IN Ci4ND11ua/
tares
LUNTNI
*rlirlrt
18O"t}
040
1791
Ape* In'k4tl nl
Dtierage•7
O-M
1797
413'
26412
90.130
0
38'
2011
0.1210
1797
6•
Sm
as
sag
73'
231
43
nn- auwewa..rlwe'wwuw
s,.v� ea-.s -.a.
0
1804 -
Tid No, 13.00244
$arid Cd 23 °C Ambhrd In 01 a 1E A tAAT9 0+3$
s tm"nemnnOa"er V'msn
n % ":m1R"I"atae
wawmnwawwwxratxaas ► w
rt 11;01x 10 11" Lv tw a). In 7ir ae w W a a w
a ar tr i w d" w a a w w w w w w a" a n
a "canna araawaewaeaa'i
f 4V w i n a i n n w n r, e n i i a 3
a 4t n w 1t a at w a it r" e n n a A g a
s rsiwinant,we awe iris
? rini•aA an cwiaawi iii
f A fl i w i i i a w i i a w i S h a
♦ w a a w s e w w w w a of a w e n w
a
LUMINANCI DATA IN "NUlAa7'ECL MITM
!3la In Vwftl 0 DECi 90 D10
CANDELA DWRI6MIll
�
�
ObAL
18O"t}
0
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