HomeMy WebLinkAboutSDP201500048 Plan - Approved Final Site Plan and Comps. 2016-04-12GENERAL CONSTRUCTION NOTES
PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS
1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND I OR INSTALLED. UNLESS
SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR
PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND
WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF
DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS
MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNIDERGROUND FEATURES.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL
REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS.
THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS
ON-SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE.
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A I)EVIATION FROM THESE PLANS. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH' THE PROPER EXECUTION OF THESE PLANS. THE
ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, ANID THE CONTRACTOR SHALL PROVIDE A COST FOR SAID
CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE EINGINEER.
6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE
DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR
CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH EPNGINEER REGARDING EXACT PLACEMENT OF BUILDINGS
ON SITE.
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER
ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS 1"0 EXISTING SITE
CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK.
8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS I HER WORKERS AND THOSE ASSISTING
HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON-SITE. THE CONTRACTOR IS
NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR
SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO
MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL
MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER
SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON-SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE
NEGLIGENCE OF THE OWNER OR ENGINEER.
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEMI CLEARLY PRIOR TO COMMENCING GRADING OF THE
SITE..
10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING
PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND
ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE.
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
WORK SHALL BE BORNE BY THE CONTRACTOR.
12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERWITTED, THE CONTRACTOR SHALL OBTAIN ALL
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
THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL
BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTF ORS 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
VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABILIZATION SHAILL ALSO BE APPROVED BY ENGINEER.
17. ALL HANDICAP PARKING SPACES SHALL BE IDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO
A 5'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 8' IS REQUIRED IN FRONT FOUR 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 SERVICE LATERAL TO BE TYPE K' COPPER TUBING.
21. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM
22, ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN
AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE ILOCATIONS SHALL BE COORDINATED WITH LANDSCAPE
ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES.
23. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL
SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO
INSTALL ALL CONDUITS WITH PULL -WIRES AND EXTEND CONDUITS PAST BACK OF CURS OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL
UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE.
24. ALL STRUCTURAL FILL SHALL BE A MINIMUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
25. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
MECHUM'S
ALBEMARLE COUNTY, VIRGINIA
21
.MM, ITE PLAN FAA mil
(SDP #2015-08)
FEBRUARY 17,2015
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL
BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS
OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND
SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIIZED, SEEDED AND MULCHED.
N/A 5. TI IE MAX11tvillullvi PALLOJW LE SLOPE IS 16AL). W! ERE REASONABI-Y OBTAINABLE, LESSER SLOPES OF 3al OR BETTER ARE
TOBEACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL_ BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR
PART 1926).
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINIE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATELY CORRECT. THE COINTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND
STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEOCETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001)
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE
CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8, VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE
LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY( WITH THE NO -LEAD REGULATION REGARDING BRASS FITTING EFFECTIVE JANUARY 4,
2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
CONDITIONS OF SPECIAL USE PERMIT, SP2015-012
1. THE APPLICANT SHALL INSTALL A METER ON THE WELLHEAD TO MONITOR WATER CONSUMPTION. RESULTS OF DAILY WATER CONSUMPTION
MONITORING RESULTS WILL BE MADE AVAILABLE WITHIN FORTY-EIGHT (48) HOURS OF A REQUEST FROM THE ZONING ADMINISTRATOR.
2. WATER CONSUMPTION SHALL BE RESTRICTED TO A MAXIMUM OF 5,000 GALLONS PER DAY.
STANDARDS AND SPECIFICATIONS
SITE DATA
SHEET INDEX:
SHEET 2
EXISTING CONDITIONS/DEMOLITION
SHEET 3
LAYOUT PLAN
SHEET 4
SITE & UTILITY PLAN
SHEET 5
SITE DETAILS
SHEET 6
LANDSCAPE & LIGHTING PLAN
SHEET 7
PLANTING DETAILS
SHEET 8
PHOTOMETRIC PLAN
SHEET 9
LIGHTING DETAILS
SHEET 10
LIGHTING DETAILS
DEVELOPER
MECHUM'S TRESTLE, LLC; 99 BLOOMFIELD ROAD CHARLOTTESVILLE, VA 22903
SURVEY SOURCES:
CONTACT: BILL MCKECHNIE; 434-906-5787
PROPERTY OWNIER:
MECHUM'S TRESTLE, LLC; 99 BLOOMFIELD ROAD CHARLOTTESVILLE, VA 22903
DATIUM:
CONTACT: BILL MCKECHNIE; 434-906-5787
TAX MAP I PARCEL #:
TAX MAP 57, PARCEL 31A
PROPERTY ADDRESS:
4294 THREE NOTCH'D ROAD
PROPERTY SIZE:
1.387 ACRES
ZONING:
Cl COMMERCIAL
MAGISTERIAL:
WHITE HALL
COMPREHENSIVE PLAN:
RURAL AREA 3
DRINKING WATER WATERSHED:
SOUTH RIVANNA RESERVIOR
OVERLAY DISTRICTS:
FLOOD HAZARD; DAM INUNDATION ZONE (STATE); SCENIC BYWAY; ENTRANCE CORRIDOR (EC)
TOTAL # OF UNITS / DENSITY:
N/A
DENSITY BONUS FACTORS:
NONE
SPECIAL EXCEPTION REQUESTS: SPECIAL USE PERMIT, SP2015-012, APPROVED WITH CONDITIONS BY BOARD OF SUPERVISORS 08/05115
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.10.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.10.T.) ROAD AND BRIDGE STANDARDS, DATED 2008.
3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.10.T.) WORK AREA PROTECTION MANUAL, DATED 2011.
4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK, THIRD EDITION, 1992.
5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE WANUAL), TRIP GENERATION, 8TH EDITION.
6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROIL DEVICES (MUTCD) STANDARDS, DATED 2009.
7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER
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.
ImallofflacUll 0 19 9 T, ffiff•,O
LAND USE CODE 931: QUALITY RESTAURANT 4 000 SF
ALLOWANCE OF REQUIRED LANDSCAPE BUFFER TO BE LOCATED IN RIGHT OF WAY
SURVEY SOURCES:
ROUDABUSH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS
WEEKDAY
914 MONTICELLO ROAD - CHARLOTTESVILLE, VIRGINIA 22902 (434) 977-0205
DATIUM:
VERTICAL NAVD-88.
BENCHMARK:
PK NAIL FOUND IN UTILITY POLE
PEAK HOUR GEN.
ELEV. 503.50
LAND -USE BREAKDOWVN:
LAND -USE SF AC %
8.38 VPD/1,000 SF
131IILDINGS:3,922 0,090 6.49%
36 VPH
$"4' VEDIGRAVgL Ai'ti�...:.. ....... d7g L:'L`..3 OAi4 s7 i:3 <b�i}
34 VPH
OTHER OPEN AREA: 38,473 0.883 6168%
SANITARY SEWER
'TOTAL SITE ACREAGE' 60,418 1.387 9€10%
SETBACKS:
30' BUILDING SETBACK ADJACENT TO PUBLIC STREET
10' PARKING SETBACK ADJACENT TO PUBLIC STREET (SEE ATTACHED LETTER)
SANITARY SEWER MANHOLE
20' BUFFER ZONE ADJACENT TO RESIDENTIAL
MAX. HEIGHT OF STRUCTURE:
35'
BUILDING SQUARE FOOTAGE:
3,922 SF
PROPOSED USE:
RESTAURANT
RECREATIONAL AREA:
NIA
LANDSCAPE REQUIREMENITS:
LANDSCAPE PLAN PER THE REQUIREMENTS OF SECTION 32.7.9 OF THE COUNTY CODE (SEE SHEET 4)
PARKING REQUIREMENITS:
13 PARKING SPACES PER 1,000 SF OF GROSS FLOOR AREA
MONUMENT FOUND
REQUIRED SPACES = 3,922/1,000 X 13 = 51 (3 ADA SPACES REQUIRED,1 VAN ACCESSIBLE)
PROVIDED SPACES = 51 (3 ADA SPACES PROVIDED, 2 VAN ACCESSIBLE)
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.10.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.10.T.) ROAD AND BRIDGE STANDARDS, DATED 2008.
3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.10.T.) WORK AREA PROTECTION MANUAL, DATED 2011.
4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK, THIRD EDITION, 1992.
5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE WANUAL), TRIP GENERATION, 8TH EDITION.
6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROIL DEVICES (MUTCD) STANDARDS, DATED 2009.
7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER
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.
ImallofflacUll 0 19 9 T, ffiff•,O
LAND USE CODE 931: QUALITY RESTAURANT 4 000 SF
BORE HOLE
GAS LINE
DAY WEEKDAY
WEEKDAY
SATURDAY SATURDAY SUNDAY
SUNDAY
BENCH MARK
PEAK HOUR GEN.
PEAK HOUR GEN.
PEAK HOUR GEN.
TRIP GENERATION RATE 89.95 VPD/1,000 SF
9.02 VPH/1,000 SF
94.36 VPD/1,000 SF 10.82 VPD/1,000 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
DUCTILE IRON PIPE
SANITARY SEWER
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ALL '*-R'EAq RAL S SHALL BE LAPPED 14 TH.E DREG' ft OF
VEP41,1AR FOR THE FIN , -HED ROAD"WAY,
THE ?;,PT;ct4& ap<_2A. WINCOS 1w NES.Tvia 1�4.E PAL ICI.IR USE
or llk¢�11 NUX"PA4 kAk (*I fH�. 04K. O� ' W PQtr FO
UAUNAKI, IR S' SNALL m APPROVED By THE
FRC' V� mST,14.aAIVJ,
prjAo 410 BRIDGE. 57*03*105
--------------------- I
SHgEy I CF 2 RVAS0$ HATE
U,10111114 nkfW
OR -2A
v-1, ow SPA,�mrm
kW- rVNAMIV1 - 2'
U&40 NIESTED FAL JSlW �LOITIOWL
RAL Ok--. &CK Of" PrAff
WHEN1NZ/syu, RA OfC, +iTIONAL R -6L is KAU *4 egtx CW POST
FOR 01R-2,4, TKZ PW -T SPAICW2 WILL C61
4 50GEETED FLAPE RATE
FOR SEA14104r kZARTIER sysTeMS,
'k COPY OF UL O.RZINA, SEALED AND UNED IN CA FILE IN THE CZNTPX OFTCE,
S -OUT W- AM GUARDRAIL
STAN AR BLOCKED
(STRONG POST SYSTEM r.
R
APOWA 09PARIKAENT W TR,,MWdAT411&4
.....................................
J,
?,I,1k- BUT
ma.z—
RUT 9`0`2" TRKkrm
FINE eill-_Xx
OR
rREATTZ pfjE
IR� �knxrr OR
4.
SEEE NOTE S, 6" WIDE SLOCKOUT FOR UK WHEN KPAPAIG DA1WED CILVADRAL
7PEAUZ ',4WA',r",QA STEEL MOCKQWS,
PT�d:
BLOCKOUT FOR MAINTENANCE
REPAIR ONLY
------------
LESS IWOlb'_V.
AnU
6x8 WOOD POST
FAIE BLOCK,
POST
t q" FMOST
POST IX F0,R USP W1K7ij 7hr, nrQuArt
41' WIDE BLOCKOtUT
,&TA4DARD pR-10 TYPE A OR- WRE
�W. C;IFIED BY THE ENCIWEER N TKE
DETAIL A
gVE f M4,, RE `K01 KILLED UDCA
. LEIS
GUARDI'AIL INSTALLATION
R
SITES REQUIRING LONGER
GUARDRAIL POSTS
19
Ep
19 �OLT N v, HE A!
PiNE f AE & WWI
W, s4 i
rAZU �jg
RECYCLED
9 i 2:ALTERWJE TYRE POSIS AND SLOCKOUT K!"
U�PT DE OF AW ONE FROZ0 'Rffrl
W'U"f's OR THE ;tSTFfST4414 THAT it SAME TYTE OF
K T 40 RLVNuJT ML 7 BE lid MJ IN ANY
Po
EVIAZ RUN Of Q;ARORAJL,
F Ps CplicN& WXE FOR DETAILS QF CIWADRAL ELEMENT SPLtE
J06AT, 1!�-,KMAPE, 00 SEE VIEET NOBS, I
CALIVANUIVC.
AA1
WIVE WAL CON BOTH SIDE W Y F Bpi 2" OF THE,
TOO OR 9077C1 Or SLOS OUT ,WTE
RCLT `2 fidTAILED,
TO EFE 4�4` Nk
Tu
CRT POST STEEL POST
------- --- - - ---- -
A CZ Py Z�F T�fE OPOIKAL S.tk�W,- Mb SfOkEb DRAWIN:1 !S ON Ff-E IK THE CENTRAL. CWFICE. '%�VID07
'cT, STANDARD DAD
TANDARD BLOCK.ED-OUT W -BEAM GUARDRAIL F, E MD BRINE SSA11iARCS
221 (STRONG POST SYSTEM, POST AND SLOCKOUIT DETAILS): ft"Anicm GAN, IWE7 2 CC- 2
0i 1-1
OF TRAW0,0XION
c I o F,
VDOT STD. GR -2
SCALE : N.T.S.
I
oe 131-411 0-e
F (2) 4`0 STEEL BOLLARDS
DUMF5TER ENCL05URE FLAN VIEW
1/4" = 1'-0"
OR-#
WTE 2
T EU L�F
4�UAWRAJL
ku H
ELEVATION.
TRANSITION FROM 0-P-9 TERMINAL TO WE POST (STANDARD OR -8) GUARDRAIL
NOTES,
s%TEAAAU EW-4w_,kVvA'y CAUE IERWAAL =44 SHALL K A *1401 APPROVED FRONXT
01EVrOG NOAP 365 CA KK9--, TES14a ANY TEWA14& USED FOR VIE C-A-�
BE FROM THE VL10r AM&VM. OU. STAVARD US Z, 7ERAWAL OPT: AK'
INCLSiDED 'mon". TKq GR4 'OiACk, TWE WPROVED PFCQUCTw UST,
1 ALL TERAI443 5441. OE k;XTALED TO TEE KIIALFA CTUKRIZ 1�47&-_474;4
Ite1T;UC,T0K,S 40 THE FULC044 VV�T 11.0QUAVA
1� W&
All STMOA95 ORA TudleldXl iikkkR' 70 1* Sh'&N A&M,13 PA' aE I�k*TALLELI
nfFSET X.Cvupt�Upa M.11 -t A wil". FL"Ar. :C PWONT'INK CWAOUL
TNTRWER FFIM4 EKr_%,WQWW, 'ON UE &IOULDER. FOR 3R WON" WHERE RrgkT V
WAN 1 Lig.TCOI TEE ,07f&i CM �S JCSI�F.AZED A2 DIFECIED v, -,Ng Ewo KEEP_
R DREC",TlOft OF TWE REIFLi V.N`F_ T*E N THE UTRiXCR SAAU. LV,34FORlt.,' To K9,17W
A-`PL6T> FCS ST EE ON OFUECT WAARJFRBII kV NlrllkE ENIN PANELS,
C'&Cf- OF TSA SHAU PRE AMB W sYELLVW.
C. DC NOT 0MANOE I& Vfff-C LT 7ERMUAL FOR AN? USTALLPTION-S, IISTALL AS
WNN
eW _,�
"AECIVS p L OF )M&,ACENT TR.Affla D)RScTfD4.
DHt>N' I.&ASUM0 AT TIP OF -MAU IS 217F4" MNE 28N" wktA
TJ4r aA&WA7Fb, LrNZ-1711 CF tFF6 cll%w�7 8F. Mrj FOR 7W, &1U OF K�79PF!T,
W
9ANTEN 4U , OR, UpSRXK OF PF' O'�IDE AS OLCH DWANCE. AS P�SSILii`, E
I
0 T111c ifAZARD,
4j 7 �tW' 1.�� OUAILS. DIMENWNS, MD 0r�,.EP
�0.4 L l 2, V� I WALL VA. �ff 'ge EC B' V
A �wk "N �',R 0&11?�2CEPIKAL
X�Aumfupkrvs nmis It Ite jhmi&A.mol
N.VDOT A COPY OF TK' L*4G94,`IL SEitcb 4Z SK"NED ms CIN FiLE IN 7FE CENTRAL WFfCE.
ROM< 40 BRIDGE STAND00S ATE LTERNABREAKAWAY CABLE TERMINAL - -------------------
71��j7-771
1 �F_ AE11111110M DATE NO FLARE Z45
�45111114 1 ID, � % I Vivr!�Ihk- mpATmZA1 U TRAISPCAVPOq
q'IlTES, I ap-0
mwg paw 175 rULL LWST Ef- !C0 IF THE V'UUNC 0AW ;S rLAT OR IS- A Pry TPA{ SLOPE WE. Tc;
Ti+,E I'm: or f@i kwcw�iy pAiii-waf, THE mm0SEIRO
iuum 6T FM, aERIND THE. nMST
To THE HZE PWV, AA_ SmDW*A,;S REQjArD.
PJ.F
NAEL
TY KHiV AW� VW T , pn,&m, smatILO, SE vmvEFSnLe mp
TEZ ARSt,. WV
FROM. FNEW 00,ACTS. If A >r;..
;UA RiA Vff IS WT 0STAAREA NABLE THIS EA SHOUP V�S
A7 LT K
SlUI-0? Itl ��fiARAICTER TO 7rCOVSTREAW UNSAI"D NED rKi,NIDE ANX5.
P'on ESV �W, W-CONSTOW'TCH 'THE 'ZO SLOPE Ggi0tr. US t j OF
SECTION A -A 51-611 EEHKlmc� EW POST,
"T.: -VR Y9 'WOUFz lmA�.CJIN& %�ZWLD, EE AS CL5SE ASk Klsv�jffLE 70 THE NEW CV421RUCV i jai T H
SLOPE P 11VVwd a, UNWi cf 21-o" ffHw FTX 80CkEb Ow f Pat'. F-900 ?+�E H N.G2 P,fkt
?'4P'A'Zr, W5PV 100 TA r ZYUCTNa- aITCA' �LWK 7c crwm THir, rcwftnti�N URES A��r� S" N
WITHOUT IS% ND G THIS SLOPE MYOND 'TW_ DITCH SOTIOM. Lal #2111B AaGAEaAT'E1c1R OTE.ER
NOTABLE L.
0, tPRO
BY 7W EP4049EA, M 90.2jWW HCUDE
KNNT w . i51RL.r.T1CN 'IYU BE Z0, ?�Oa 3F WORK THE f40461W ALOWAa-E 79n.R IS V5.1.
1 T11,E TAPER FOR NE , w
�4 6.,FIA
21
P��Fp
,� '1E�
AL.'S 1�p tbk�g
QLIMP
�A,
AAL Ta IF m.mdFK71:0r.kS SITE PF,.*FF0,A'TIUj ArDURE AS
PRECENNU �IjZg TF3s�
opNN,
-----------
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�Iczc NOTE 2) &OR! AT H64c EXSTING U-0
SECTION. C -C
SR WORK *�ily
.1111;zlc NOTE 41)
w.
"'s
tq I
PEA
/ —mmic sCINT
DETAIL A
Of�_Y
OP, F -ASTER
?0 TUX OF SLOK 6EE EXTAL A FOR ZR WORK WILY
TO TOE: Ur SLORE4. 41 MX,. 1U.0K T;L� TA., X =211- TO 0,6414G 141V -t f AHft�,E RAM TO WAU
E1114le-47 f0TE 21 tscE. k0w, 2)
— - — - — - — - — -
SLOPE HINOE pncw-'sc
SLOPE t-0fr"t PW1141'N
_4
G -R -S TERMINAL
SITE PREPARATION REQUIREMENTS FOR GR 9
A COPY E� TEE ORW A- SEA-Eb, An &'%,00 DPAY),"Na IS C11 FILE k,,' TVE_ CEWM�L OrFCE. -000UARDI AJL' TERMINAL, INSTALLATION SITE PREPARATION
REOUIREMEN TS FOR GR -9
10-RaiH.-A ar'PARNENT OF TWMFORTATICN
VDOT STD. GR -9 -
SCALE: N.T.S.
SPLIT -FACED 8" CMU WALL,
FAINTED 5W 7739
HERBAL WASH
STEEL TUBE F05T5, TYF.
'ADLOCK HASP
2 112" x 5/6" 1 1 GA, STEEL FACE FRAME ANGLE
2" 5Q. STEEL TUBE GATE FRAME (FAR)
FAINTED METAL DECKING
ORRAL SLAB ELEV.
LIVIDLU FUDID IN CONCRETE
H
ENCL05URE fKONT ELEVATION
2" VDOT SM 9.5A
ASPHALT WEARING COURSE
3" VDOT BM -25 ASPHALT BASE COURSE
8" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE (95% STD. PROCTOR)
ASPHALT PAVING WITHIN VDOT R.O.W.
AlffummINEW11
11
2
1VJ r1UL -
6'-0" FULL TH
1 2- #3 RE
81 0 4 g
2 -t r- ,
TOP VIEW 12"
11,0
"All
2"
fj 2n II I1
3-1-
II
2
"A"
SIDE VIEW
SCALE : N.T.S.
#4 REBAR GRID @ 12"
O.C. BOTH WAYS
81"
L 2
SECTION "A" ENLARGED
5 "'
2
7" REINFORCED CONCRETE SLAB;
3500 MIN. PSI., AT 28 DAYS FINISH
TO MATCH TYPICAL SIDEWALK
6" COMPACTED VDOT #21A STONE BASE -
(OR RECYCLED CONCRETE EQUIVALENT)
95% COMPACTED SUBGRADE;
REMOVE ALL ORGANIC MATERIAL
CONCRETE DUMPSTER PAD
SCALE: N.T.S.
WHERE PLAN
APPLICABLE
1 Y4" DEEP CONTRACTION/SCORE
JOINT, SPACED EVERY 5' O.C.; TYP.
OR AS SHOWN PER PLANS
CONCRETE WALK
SCALE : N.T.S.
Z'flUIN JOINT
OTH TROWELED EDGE;
JAL
I FINISH; TYP.
Y2" EXPANSION JOINT W/2" RECESSED
BACKER ROD AND CAULK, SPACED
EVERY 25' (MIN) O.C.; TYP. OR AS
SHOWN PER PLANS
3000 PSI CONCRETE AT 28
DAYS, AIR -ENTRAINED
WWF 6" X 6" W1.4 X W1.4 W/ 2"
MIN. COVER - ONLY WHEN I
WHERE VEHICULAR TRAFFIC IS
EXPECTED TO OCCUR
COMPACTED VDOT #21A STONE
BASE
95% COMPACTED SUBGRADE
0
tp
G1011
C
/5" THICK CONCRETE SLAB
zEXP. JOINT
GATE AND F05T5 FAINTED
5W 7517, CHINA DOLL
0
(2) 4`0 STEEL BOLLARDS TO LIMIT DOOR
SWING AND 5ECURE DOORS IN OPEN
POSITION
DUMF5TER ENCL05URE FLAN VIEW
1/4" = 1'-0"
OR-#
WTE 2
T EU L�F
4�UAWRAJL
ku H
ELEVATION.
TRANSITION FROM 0-P-9 TERMINAL TO WE POST (STANDARD OR -8) GUARDRAIL
NOTES,
s%TEAAAU EW-4w_,kVvA'y CAUE IERWAAL =44 SHALL K A *1401 APPROVED FRONXT
01EVrOG NOAP 365 CA KK9--, TES14a ANY TEWA14& USED FOR VIE C-A-�
BE FROM THE VL10r AM&VM. OU. STAVARD US Z, 7ERAWAL OPT: AK'
INCLSiDED 'mon". TKq GR4 'OiACk, TWE WPROVED PFCQUCTw UST,
1 ALL TERAI443 5441. OE k;XTALED TO TEE KIIALFA CTUKRIZ 1�47&-_474;4
Ite1T;UC,T0K,S 40 THE FULC044 VV�T 11.0QUAVA
1� W&
All STMOA95 ORA TudleldXl iikkkR' 70 1* Sh'&N A&M,13 PA' aE I�k*TALLELI
nfFSET X.Cvupt�Upa M.11 -t A wil". FL"Ar. :C PWONT'INK CWAOUL
TNTRWER FFIM4 EKr_%,WQWW, 'ON UE &IOULDER. FOR 3R WON" WHERE RrgkT V
WAN 1 Lig.TCOI TEE ,07f&i CM �S JCSI�F.AZED A2 DIFECIED v, -,Ng Ewo KEEP_
R DREC",TlOft OF TWE REIFLi V.N`F_ T*E N THE UTRiXCR SAAU. LV,34FORlt.,' To K9,17W
A-`PL6T> FCS ST EE ON OFUECT WAARJFRBII kV NlrllkE ENIN PANELS,
C'&Cf- OF TSA SHAU PRE AMB W sYELLVW.
C. DC NOT 0MANOE I& Vfff-C LT 7ERMUAL FOR AN? USTALLPTION-S, IISTALL AS
WNN
eW _,�
"AECIVS p L OF )M&,ACENT TR.Affla D)RScTfD4.
DHt>N' I.&ASUM0 AT TIP OF -MAU IS 217F4" MNE 28N" wktA
TJ4r aA&WA7Fb, LrNZ-1711 CF tFF6 cll%w�7 8F. Mrj FOR 7W, &1U OF K�79PF!T,
W
9ANTEN 4U , OR, UpSRXK OF PF' O'�IDE AS OLCH DWANCE. AS P�SSILii`, E
I
0 T111c ifAZARD,
4j 7 �tW' 1.�� OUAILS. DIMENWNS, MD 0r�,.EP
�0.4 L l 2, V� I WALL VA. �ff 'ge EC B' V
A �wk "N �',R 0&11?�2CEPIKAL
X�Aumfupkrvs nmis It Ite jhmi&A.mol
N.VDOT A COPY OF TK' L*4G94,`IL SEitcb 4Z SK"NED ms CIN FiLE IN 7FE CENTRAL WFfCE.
ROM< 40 BRIDGE STAND00S ATE LTERNABREAKAWAY CABLE TERMINAL - -------------------
71��j7-771
1 �F_ AE11111110M DATE NO FLARE Z45
�45111114 1 ID, � % I Vivr!�Ihk- mpATmZA1 U TRAISPCAVPOq
q'IlTES, I ap-0
mwg paw 175 rULL LWST Ef- !C0 IF THE V'UUNC 0AW ;S rLAT OR IS- A Pry TPA{ SLOPE WE. Tc;
Ti+,E I'm: or f@i kwcw�iy pAiii-waf, THE mm0SEIRO
iuum 6T FM, aERIND THE. nMST
To THE HZE PWV, AA_ SmDW*A,;S REQjArD.
PJ.F
NAEL
TY KHiV AW� VW T , pn,&m, smatILO, SE vmvEFSnLe mp
TEZ ARSt,. WV
FROM. FNEW 00,ACTS. If A >r;..
;UA RiA Vff IS WT 0STAAREA NABLE THIS EA SHOUP V�S
A7 LT K
SlUI-0? Itl ��fiARAICTER TO 7rCOVSTREAW UNSAI"D NED rKi,NIDE ANX5.
P'on ESV �W, W-CONSTOW'TCH 'THE 'ZO SLOPE Ggi0tr. US t j OF
SECTION A -A 51-611 EEHKlmc� EW POST,
"T.: -VR Y9 'WOUFz lmA�.CJIN& %�ZWLD, EE AS CL5SE ASk Klsv�jffLE 70 THE NEW CV421RUCV i jai T H
SLOPE P 11VVwd a, UNWi cf 21-o" ffHw FTX 80CkEb Ow f Pat'. F-900 ?+�E H N.G2 P,fkt
?'4P'A'Zr, W5PV 100 TA r ZYUCTNa- aITCA' �LWK 7c crwm THir, rcwftnti�N URES A��r� S" N
WITHOUT IS% ND G THIS SLOPE MYOND 'TW_ DITCH SOTIOM. Lal #2111B AaGAEaAT'E1c1R OTE.ER
NOTABLE L.
0, tPRO
BY 7W EP4049EA, M 90.2jWW HCUDE
KNNT w . i51RL.r.T1CN 'IYU BE Z0, ?�Oa 3F WORK THE f40461W ALOWAa-E 79n.R IS V5.1.
1 T11,E TAPER FOR NE , w
�4 6.,FIA
21
P��Fp
,� '1E�
AL.'S 1�p tbk�g
QLIMP
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AAL Ta IF m.mdFK71:0r.kS SITE PF,.*FF0,A'TIUj ArDURE AS
PRECENNU �IjZg TF3s�
opNN,
-----------
—Id
�Iczc NOTE 2) &OR! AT H64c EXSTING U-0
SECTION. C -C
SR WORK *�ily
.1111;zlc NOTE 41)
w.
"'s
tq I
PEA
/ —mmic sCINT
DETAIL A
Of�_Y
OP, F -ASTER
?0 TUX OF SLOK 6EE EXTAL A FOR ZR WORK WILY
TO TOE: Ur SLORE4. 41 MX,. 1U.0K T;L� TA., X =211- TO 0,6414G 141V -t f AHft�,E RAM TO WAU
E1114le-47 f0TE 21 tscE. k0w, 2)
— - — - — - — - — -
SLOPE HINOE pncw-'sc
SLOPE t-0fr"t PW1141'N
_4
G -R -S TERMINAL
SITE PREPARATION REQUIREMENTS FOR GR 9
A COPY E� TEE ORW A- SEA-Eb, An &'%,00 DPAY),"Na IS C11 FILE k,,' TVE_ CEWM�L OrFCE. -000UARDI AJL' TERMINAL, INSTALLATION SITE PREPARATION
REOUIREMEN TS FOR GR -9
10-RaiH.-A ar'PARNENT OF TWMFORTATICN
VDOT STD. GR -9 -
SCALE: N.T.S.
SPLIT -FACED 8" CMU WALL,
FAINTED 5W 7739
HERBAL WASH
STEEL TUBE F05T5, TYF.
'ADLOCK HASP
2 112" x 5/6" 1 1 GA, STEEL FACE FRAME ANGLE
2" 5Q. STEEL TUBE GATE FRAME (FAR)
FAINTED METAL DECKING
ORRAL SLAB ELEV.
LIVIDLU FUDID IN CONCRETE
H
ENCL05URE fKONT ELEVATION
2" VDOT SM 9.5A
ASPHALT WEARING COURSE
3" VDOT BM -25 ASPHALT BASE COURSE
8" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE (95% STD. PROCTOR)
ASPHALT PAVING WITHIN VDOT R.O.W.
AlffummINEW11
11
2
1VJ r1UL -
6'-0" FULL TH
1 2- #3 RE
81 0 4 g
2 -t r- ,
TOP VIEW 12"
11,0
"All
2"
fj 2n II I1
3-1-
II
2
"A"
SIDE VIEW
SCALE : N.T.S.
#4 REBAR GRID @ 12"
O.C. BOTH WAYS
81"
L 2
SECTION "A" ENLARGED
5 "'
2
7" REINFORCED CONCRETE SLAB;
3500 MIN. PSI., AT 28 DAYS FINISH
TO MATCH TYPICAL SIDEWALK
6" COMPACTED VDOT #21A STONE BASE -
(OR RECYCLED CONCRETE EQUIVALENT)
95% COMPACTED SUBGRADE;
REMOVE ALL ORGANIC MATERIAL
CONCRETE DUMPSTER PAD
SCALE: N.T.S.
WHERE PLAN
APPLICABLE
1 Y4" DEEP CONTRACTION/SCORE
JOINT, SPACED EVERY 5' O.C.; TYP.
OR AS SHOWN PER PLANS
CONCRETE WALK
SCALE : N.T.S.
Z'flUIN JOINT
OTH TROWELED EDGE;
JAL
I FINISH; TYP.
Y2" EXPANSION JOINT W/2" RECESSED
BACKER ROD AND CAULK, SPACED
EVERY 25' (MIN) O.C.; TYP. OR AS
SHOWN PER PLANS
3000 PSI CONCRETE AT 28
DAYS, AIR -ENTRAINED
WWF 6" X 6" W1.4 X W1.4 W/ 2"
MIN. COVER - ONLY WHEN I
WHERE VEHICULAR TRAFFIC IS
EXPECTED TO OCCUR
COMPACTED VDOT #21A STONE
BASE
95% COMPACTED SUBGRADE
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NOTES: MINIMUM STANDARD FOR SOIL PREPARATION
TOPSOIL:
1) TOPSOIL SHALL BE NATURALLY OCCURING, FERTILE, GRANULAR, FRIABLE LOAM, FREE OF STONES OR OTHER DEBRIS
LARGER THAN 2" IN DIAMETER AND NOXIOUS WEEDS OR WEED SEEDS. PREFERENCE SHALL BE GIVEN TO SOILS NATIVE
TO THE SITE. LOAM SOILS SHALL HAVE A CLAY CONTENT BETWEEN 15 AND 27% AND SHALL HAVE A TEXTURE OF LOAM,
SANDY LOAM, OR SILT LOAM, ACCORDING TO THE USDA SOIL CLASSIFICATION SYSTEM. SOIL pH SHALL RANGE BETWEEN
6 AND 7. TOPOSOIL SHALL CONTAIN NOT LESS THAN 3% ORGANIC MATTER. SUBMIT SOIL SAMPLE AND COMPLETE SOIL
ANALYSIS REPORT TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
2) TOPSOIL SHALL BE INSTALLED IN FRIABLE CONDITION IN ALL LANDSCAPED AREAS TO A MINIMUM DEPTH OF 6". SOILS
SHALL NOT BE WORKED WHEN WET. VERIFY REQUIRED TOPSOIL DEPTHS WITH THE LANDSCAPE ARCHITECT.
PLANTING SOIL:
3) THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL MUST BE APPROVED
BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. (REFER TO SPECIFICATION SECTION AND NOTE (1)
ABOVE PLUS NOTE (4) TO UNDER THIS HEADING FOR TOPSOIL AND AMENDMENT REQUIREMENTS).
4) THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS IN CONTIGUOUS PLANTING BED (NOT INDIVIDUAL PLANTING
HOLES) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE INDICATED ON THE DRAWINGS:
BY VOLUME:
80% TOPSOIL AS SPECIFIED IN NOTE (1)
20% FULLY COMPOSTED ORGANIC MATTER FREE OF VIABLE WEED SEED, HEAVY METALS, AND EXCESSIVE LEVELS OF
NUTRIENTS OR SALTS
+ SLOW RELEASE COMMERCIAL FERTILIZER(S) AND MIN ERALS AS RECOMMENDED IN THE SOIL ANALYSIS REPORT
1 LB. ACUTAL NITROGEN IN SLOW RELEASE FORMULATION PER 1,000 SQUARE FEET
LIME AS RECOMMENDED IN SOIL ANALYSIS REPORT
SITE PREPARATION:
5) IN AREAS SCHEDULED FOR LANDSCAPE INSTALLATION WHERE CLEARING AND GRUBBING HAS NOT BEEN COMPLETED,
OR WHERE VEGETATION HAS REESTABLISHED, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANT
MATERIAL, STUMPS, AND ALL OTHER MATERIAL NOT NOTED TO BE SAVED.
6) VERIFY MATERIAL TO BE REMOVED WITH THE LANDSCAPE ARCHITECT PRIOR TO ANY CLEARING AND GRUBBING.
SOIL PREPARATION- ALL PLANTING BEDS:
WHERE SOILS ARE SUFFICIENT TO MEET THE DEFINITION OF TOPSOIL ESTABLISHED IN NOTE (1)--
7) CREATE A V -DITCH BED EDGE TO A DEPTH OF 3" FOR ALL BEDS, UNLESS OTHERWISE NOTED.
8) ROTOTILL BED AREAS TO A MINIMUM DEPTH OF 8". REMOVE DEBRIS GREATER THAN 2" IN DIAMETER. DO NOT ROTOTILL
WHEN SOILS ARE WET. DO NOT ROTOTILL WITHIN THE DRIP LINE OF ANY TREE.
9) SPREAD 2" FULLY COMPOSTED ORGANIC MATTER (AS DEFINIED NOTE (4)) THOUGHOUT THE PLANTING BED. EVENLY APPLY
SOIL AMENDMENTS AS INDICATED IN NOTE (4). INCORPORATE AMENDMENTS INTO TOP 6" OF SOIL BY ROTOTILLING AGAIN.
10) RAKE BED SMOOTH AT SPECIFIED GRADIENT(S), ASSURING POSITIVE DRAINAGE TO THE PERIMETER. AFTER PLANTING
APPLY 2-3"AGED, DOUBLE -SHREDDED HARDWOOD MULCH FREE OF DYES, UNLESS OTHERWISE SPECIFIED.
WHERE SUBSOILS ARE PRESENT OR WHERE SOILS ARE NOT SUFFICIENT TO MEET THE DEFINITION OF TOPSOIL
ESTABLISHED IN NOTE (1) IN AREAS TO BE PLANTED-
-1
1) WHERE SOILS TO BE PLANTED DO NOT MEET THE DEFINITION OF TOPSOIL OR ARE DETERMINED TO BE INADEQUATE FOR
PLANT GROWTH BY THE LANDSCAPE ARCHITECT DUE TO COMPACTION, HIGH CLAY CONTENT, CONTAMINATION,
TEXTURE, PH, OR POOR DRAINAGE, THE CONTRACTOR SHALL EXCAVATE AREAS TO BE PLANTED TO A MINIMUM DEPTH
OF 8" BELOW FINISH GRADE OF SOIL. WHERE COMPACTED ,SOILS ARE SUSPECTED, COMPLY WITH NOTE (15). AFTER
EXCAVATION, ROTOTILL REMAINING SOIL TO A MIN. DEPTH OF 8". RAKE SMOOTH AND SLOPE TOWARD BED PERIMETER.
12) ADD 3" SOIL MIX (AS SPECIFIED IN NOTE (4)) AND INCORPORATE INTO TOP 4" OF CULTIVATED EXISTING SOIL BY
ROTOTILLING. LIGHTLY COMPACT SOIL. ADD ADDITIONAL SOIL MIX TO ACHIEVE FINISH GRADE. RAKE TO ACHIEVE
SPECIFIED GRADIENT(S).
13) CREATE A V -DITCH BED EDGE TO A DEPTH OF 3"
14) RAKE BED SMOOTH AT SPECIFIED GRADIENT(S), ASSURING POSITIVE DRAINAGE TO THE PERIMETER. AFTER PLANTING
APPLY 2-3"AGED, DOUBLE -SHREDDED HARDWOOD MULCH FREE OF DYES, UNLESS OTHERWISE SPECIFIED.
REMEDIATION OF COMPACTED SUBSOILS:
15) WHERE SUBSOILS ARE COMPACTED TO A LEVEL THAT WILL INHIBIT ROOT GROWTH OR INFILTRATION OF WATER
THROUGH THE SOIL PROFILE, AS DETERMINED BY THE LANDSCAPE ARCHITECT AND DEFINED IN NOTE (16), THE
CONTRACTOR SHALL FRACTURE THE SOILS BY SPREADING FULLY COMPOSTED ORGANIC MATTER (SEE NOTE 4) TO A
DEPTH OF 4" UNIFORMLY ACROSS THE PORTION OF THE SITE TO BE REMEDIATED THEN DIGGING AND TURNING SOILS
IN PLACE WITH A BACKHOE TO A DEPTH OF 24". LIGHTLY WORK AND FIRM TURNED SOIL WITH THE BACKHOE BUCKET.
ADDITIONALLY, WHERE ACCESS IS LIMITED, SUBSOIL REMEDIATION MY BE ACCOMPLISHED BY AUGERING 6" DIA.
HOLES TO A MINIMUM DEPTH OF 18" AT 18" O.0 AND BACKFILLING WITH UNAMMENDED TOPSOIL. DO NOT CONDUCT
REMEDIATION OPERATIONS WHEN SOIL IS WET. ALL SOIL REhOEDIATION CONSULTATION AND OPERATIONS SHALL BE
CONDUCTED AT THE NO ADDITIONAL EXPENSE TO THE CLIENT.
16) LEVELS OF COMPACTION SHALL BE DETERMINED BY FIELD INSPECTION, OR WHERE REQUIRED, BY A QUALIFIED SOILS
CONSULTANT. ROOT LIMITING COMPACTION WILL BE DETERMINED BY MEASURING SOIL BULK DENSITY AND COMPARING
TO SOIL BULK DENSITIES GENERALLY ACCEPTED TO BE ROOT LIMITING SPECIFIC TO THE SOIL'S TEXTURE AS
REFERENCED IN TREES IN THE URBAN LANDSCAPE, TROWBRI[DGE AND BASSUK, 2004.
s
SCALE : N.T.S.
SET TOP OF ROOTBALL
SLIGHTLY ABOVE FINISH
GRADE OF SOIL
THOROUGHLY SCARIFY
CONTAINER GROWN
ROOTBALLS TO LOOSEN
ROOTS, ENSURE
CIRCLING ROOTS DO NOT
REMAIN
MULCH AS SPECIFIED
PLANTING SOIL AS
SPECIFIED UNDER
'SOIL PREPARATION'
INCORPORATE PLANTING
SOIL MIX INTO SUBSOIL
CULTIVATED SUBSOIL AS
SPECIFIED, NOTES
(11) & (12) UNDER'SOIL
PREPARATION'
SEE NOTE (15) UNDER
'SOIL PREPARATION'
NOTES.-
1)
OTES:1) REFER TO NOTES UNDER 'INDIVIDUAL TREE OR SHRUB IPLANTING PIT' AND'TREE AND SHRUB PLANTING' DETAILS
FOR GUIDELINES REGARDING PLANT QUALITY, HANDLING, INSTALLATION.
TYPICAL SHRUB PLANTING IN BEDS
SCALE: N.T.S.
GENERAL PLANTING PIT NOTES:
A) ADD MULCH ON TOP OF THE ROOTBALL AND PLANTING PIT, BEGINNING AT NO MORE THAN i" DEPTH NEARTRUNK AND
TAPERING TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE. KEEP MULCH
CLEAR OF ROOT COLLAR.
B) ROOT COLLAR SHALL BE EXPOSED AND FREE OF SOIL. SET TOP OF ROOTBALL SLIGHTLY ABOVE THE
SURROUNDING GRADE.
C) CREATE A SLIGHT MOUND TO DIRECT WATER TO THE ROOTBALL. BACKFILL PIT TO LEVEL OF FINISH GRADE.
EXCESS BACK FILL SHALL BE REMOVED OR, WHERE APPROVED BY THE LANDSCAPE ARCHITECT, SPREAD TO
SURROUNDING AREA.
D) AFTER FINAL PLACEMENT, CUT AWAY WIRE BASKET TO A MIN. OF 2 THE DEPTH OF THE ROOTBALL. CUT ANY REMAINING
WIRE GRIDS AS INDICATED. CUT AWAY AND REMOVE BURLAP, STRING, OR OTHER PACKAGING MATERIALS TO A MIN. OF
z THE DEPTH OF THE ROOTBALL. SCARIFY CONTAINER GROWN PLANTS TO LOOSEN ROOTS.
E) TAPER SIDES OF PIT. SCARIFY THOROUGHLY TO LOOSEN SOIL.
F) BACKFILL WITH ORIGINAL SOIL FROM THE PIT EXCAVATION CULTIVATED TO CLUMPS NOT EXCEEDING 3" DIA.
COMPACT BACKFILL LIGHTLY IN 6" LIFTS TO REMOVE VOIDS LARGER THAN V. INCORPORATE 1" EVENLY DISTRIBUTED,
APPROVED COMPOST INTO THE TOP 6"' OF BACKFILL DURING THE FINAL LIFT.
G) TAMP SOIL FIRMLY AT THE BASE OF THE: ROOTBALL TO STABILIZE.
H) SET ROOTBALL ON UNDISTURBED SOIL. WHERE HARDPAN IS PRESENT, NOTIFY THE LANDSCAPE ARCHITECT PRIOR
TO PLANTING AND SCARIFY THE BOTTOM OF THE PLANTING PIT SUFFICIENT TO BREAK THROUGH AND LOOSEN ALL
HARDPAN MATERIAL AS DIRECTED. IN .ANY INSTANCE WHERE TREES ARE TO BE PLANTED ON DISTURBED SOILS,
BACKFILL WITH CULTIVATED ORIGINAL SOIL OR APPROVED MATERIAL AS DIRECTED AND COMPACT TO A LEVEL
SUFFICIENT TO SUPPORT THE WEIGHT OF THE ROOTBALL WHEN THE BACKFILL SOIL IS AT FIELD CAPACITY.
SUPPLEMENTAL TREE OR SHRUB PLANTING NOTES:
1) PRIOR TO PLANTING, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF FIELD CONDITIONS AND/OR SOIL
CHARACTERISTICS ARE NOT COMPATIBLE WITH THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS
REGARDING PLANT SURVIVABILITY OR WARRANTY.
2) THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE INCURRED DURING SHIPPING
OR THE PLANTING PROCESS.
3) WATER THOROUGHLY IMMEDIATE AFTER PLANTING SUFFICIENT TO SETTLE PLANTING PIT BACKFILL.
4) PLANTING SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR
SHALL NOTIFY THE LANDSCAPE ARCHITECT NOT LESS THAN 24 HOURS PRIOR TO INSTALLATION. PLANT INSTALLATIONS
THAT DEVIATE FROM THESE CRITERIA SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE, UNLESS
PRIOR APPROVAL IS GRANTED BY THE LANDSCAPE ARCHITECT.
TREE OR SHRUB PLANTING PIT
')UALL : N.1.5.
PLANTING ON A SLOPE
SCALE : N.T.S.
IP AND FIRM EXCAVATED
) FORM ROOTBALL PIT
IILL OF TREE
1 EDGE AROUND
AREA TO BE
ED
REFER TO TREE STAKING DETAIL
REFER TO TREE OR SHRUB
PLANTING PIT AND PLANTING
BED DETAILS
GENERAL TREE OR SHRUB PLANTING NOTES:
1) SET PLANT PLUMB.
2) ALL PRUNING SHALL BE RESTRICTED TO THE REMOVAL OF DEAD OR BROKEN BRANCHES AND SHALL BE PERFORMED
ONLY UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT OR PROJECT ARBORIST.
3) ALL PLANTS SHALL CONFORM TO MINIMUM STANDARDS SET FORTH IN THE MOST CURRENT ADDITION OF THE AMERICAN
STANDARD FOR NURSERY STOCK. ADDITIONALLY, PLANTS SHALL BE IN GOOD, VIGOROUS GROWING CONDITION, FREE
OF UNECCESSARY INJURY. ROOT COLLARS SHALL BE VISIBLE ABOVE THE SOIL LINE OF THE ROOTBALL. TREES SHALL
NOT EXHIBIT CODOMINANT LEADERS, WITH THE EXCEPTION OF MULTI -STEM SPECIMENS AND CERTAIN DECURRENT
SPECIES-- SUBJECT TO APPROVAL OF THE LANDSCAPE ARCHITECT. CONTAINER GROWN PLANTS SHALL NOT BE ROOT -
BOUND. SUB -STANDARD PLANTS SHALL BE REJECTED.
4) WRAP TREES ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT.
5) FOR SMOOTH BARK SPECIES, MARK THE NORTH SIDE IN THE NURSERY AND ALIGN THAT SIDE TO NORTH IN THE FIELD.
6) ROOTBALLS WRAPPED IN SYNTHETIC BURLAP OR OTHER NON -BIODEGRADABLE MATERIAL SHALL BE REJECTED.
7) WHERE B&B PLANTS ARE SPECIFIED, CONTAINER GROWN PLANTS SHALL NOT BE SUBSTITUTED WITHOUT APPROVAL OF
THE LANDSCAPE ARCHITECT.
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GENERAL STAKING NOTES:
1) TREES SHALL BE STAKED ONLY WHEN INDICATED BY SITE CONDITIONS AND/OR PLANT CHARACTERISTICS. THE
THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF CONDITIONS THAT NECESSITATE STAKING OR
THAT COMPROMISE PLANT STABILITY, SURVIVABILITY, AND/OR CONTRACTOR'S WARRANTY. UPON APPROVAL OF
THE LANDSCAPE ARCHITECT, NECESSARY STAKING SHALL BE INSTALLED BY THE CONTRACTOR AT NO ADDITIONAL
COST TO THE CLIENT.
TREE STAKING iOPTIONS:
UPON APPROVAL OF THE LANDSCAPE ARCHITECT, STAKING SHALL BE INSTALLED AS FOLLOWS:
OPTION A: VERIFICAL STAKING-- VERTICAL OAK STAKES TO BE DRIVEN IN OUTSIDE THE LIMITS OF THE TREE PIT. (2) STAKES
AND GUYS PER TREE. SET STAKES AT 180° AROUND TREE PIT. GUY WITH 'ARBORTIE' OR EQUIVALENT WOVEN
STRAPPING DESIGN FOR TREE STAKING. ATTACH GUY MATERIAL IN A SLACK LOOP AT THE TRUNK AND PULL
SLIGHTLY TAUT TO THE STAKE TO SECURE.
OPTION B: GUY STAKING-- (3) 18" OAK STAKES AND GUYS PER TREE. SET STAKES AT AN ANGLE IN UNDISTURBED SOIL AT
120° AROUND THE TREE PIT. ATTACH ARBORTIE OR EQUIVALENT GUY MATERIAL IN A SLACK LOOP AT THE TRUNK
AND IPULL SLIGHTLY TAUT TO THE STAKE TO SECURE.
TREE STAKING
,)UALL : N.I.S.
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GENERAL LIGHTING NOTES
CONTRACTOR SHALL CONFIRM CONSISTENCY OF MATERIAL QUANTITY BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO
LANDSCAPE ARCHITECT IMMEDIATELY. ANY REQUESTS FOR LIGHTING SUBSTITUTIONS OR CHANGES MUIST BE SUBMITTED IN WRITING TO THE LANDSCAPE
ARCHITECT FOR SUBSEQUENT REVIEW AND APPROVAL BY THE LOCALITY.
2. DEVIATIONS OR SUBSTITUTIONS WITHOUT APPROVAL BY THE LOCALITY ARE UNACCEPTABLE.
3. LIGHTING CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF EXTERIOR ELECTRICAL CIRCUITRY TO SUPPORT SITE LIGHTING SYSTEM. ALL LINES
RUNNING UNDER PAVEMENT OF ANY TYPE SHALL BE PLACED WITHIN SCHEDULE 40 OR SDR 35 PVC CONDUIT.
4. LIGHTING CONTRACTOR SHALL COORDINATE WITH PROJECT MEP TO ENSURE PROPER SIZING OF ELECTRICAL TRANSFORMERS, ELECTRICAL PANELS, ETC.
TO SUPPORT SITE LIGHTING SYSTEM.
5. FINISH OF FIXTURES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS.
LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) OR A COMBINATION THEREOF.
7. POLES TO BE LOCATED IN ANY VEHICULAR TRAVELWAY OR PARKING AREA SHALL BE MOUNTED ON A 2 -FOOT -HIGH CONCRETE PIER. POLE HEIGHTS
SPECIFIED ON PLANS ACCOUNT FOR CONCRETE BASES WHERE APPLICABLE.
8. JUNCTION BOXES AND OTHER SIMILAR FIXTURES SHALL BE WATERPROOF. ELECTRICAL OUTLETS TO BE LOCATED ON FIXTURES SHALL BE GFI WITH
WEATHERPROOF COVERS.
9. OUTDOOR LUMINAIRES SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN
LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS.
10. SPILLOVER OF LIGHT FROM EXTERIOR LIGHTING ONTO PUBLIC ROADS AND ADJACENT PROPERTY SHALL NOT EXCEED ONE-HALF (%2) FOOT-CANDLE UNLESS
SPECIFICALLY AUTHORIZED BY THE LOCALITY.
11. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR
PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN-DAY
OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR-HOUR BACKUP. CONTRACTOR SHALL INSTALL THE
WATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND CAPABLE OF
MEETING THE ABOVE REQUIREMENTS.
Luminaire Schedule
Symbol
Qty
Label
I
Arrangement
Total Lamp Lwmens
LLF
Lum. Lumens [MANUFAC]
Description
i
®2
0.1
C4
SINGLE
22000
1.000
11861
SPAULDING LIGHTING
CRI-P25-H4P
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1
C4 -2B
BACK -BACK
( 22000
1.000
11861
SPAULDING LIGHTING
CR1-P25-H4P
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P
1
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C4 -2L
2 @ 90 DEGREES
I
22000
1.000
11861
SPAULDING LIGHTING �
CR1-P25-H4P
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4
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SINGLE
N.A.
1.000
1108
PRESCOLITE
LC6LED120-6LCLED535K8
�.
15
D1
SINGLE
N.A.
1.000
531
LSGC
LS-GLP4-WW-120-WH-S1
0
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SINGLE
N.A.
1.000
858
Cree ! HI -LITE MFG
H18110-BI-9LED235-F-BCM
All C4 fixtures to have flat glass lens shown as "F" designation in the catalog.
Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire.
The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle.
Calculation Summary
Label CalcType ( Units
Avg
Max
Min
Avg/Min
Max/Min
Property line_adj property Illuminance i Fc
0.01
0.1
0.0
N.A.
N.A.
Property line roadway Illuminance c
0.15
0.5
0.0
N.A.
N.A.
Site Illuminance �F,
1.04
12.7
0.0
N.A.
N.A.
Parking pavement Illuminance Fc
1 3.28
9.0
0.3
10.93
30.00
Prepared by:
LIGHTING VIRGINIA CENTRAL
40OG-2 Southlake Blvd.
Richmond, VA 23236
Tel: 804-379-7777
www.lightingvirginia.com
MH = mounting height in FEET
NOTES:
1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOIUT THE PERMISSION OF LIGHTING VIRGINIA
CENTRAL, ADAMS PARNELL, LLC.
2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN
THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT
RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED
PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY
OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WI1TH DESIGN CRITERIA AND WITH ANY APPLICABLE
JURISDICTIONAL CODES.
3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZAIFION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY
AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION,
MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE
PROJECT.
4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO
LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE
MAY AFFECT FIELD RESULTS.
5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE
OWNER'S REPRESENTATIVE.
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The Hi -Lite LED 2 series is a drop-in LED light engine with integrated thermal! management and optics,
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