HomeMy WebLinkAboutARB202100068 Plan - Approved 2021-11-29RIVANNA WATER &SEWER AUTHORITY
AIRPORT ROAD PUMP STATION
ALBEMARLE COUNTY, VIRGINIA
Khristopher Taggart, Digital Signature FINAL SITE PLAN
Approved Plan
November 29, 2021
SDP 2021=00056
SITE DATA
OWNER:
RIVANNA WATER AND SEWER AUTHORITY
05 MOORES CREEK LANE
CHARLOTTESVILIE, VA 22902
PROPERTY SIZE:
1.60 ACRES
PROPERTY ADDRESS:
N/A
PROPERTY INFO:
TAX MAP 32-0 1A2
DB 4912 PG 328
PARCEL ID:
0320000 OD-041A2
ZONING:
RURALAREAS
COUNTY:
ALBEMARLE
STATE:
VIRGINIA
MAGISTERIAL DISTRICT:
RIO DISTRICT
OVERLAY DISTRICTS:
ENTRANCE CORRIDOR —AIRPORT IMPACT
DISTRICT WATERSHED:
POWELL CREEK — THIS 517E IS NOT
LOCATED WITHIN A WATER SUPPLY
WATERSHED
JURISDICTIONAL AREA
ALBEMARLE COUNTY SERVICE AUTHORITY
ENGINEER:
SHORT ELUOT HENDRICKSON
3535 VADNAIS CENTER DRIVE
ST. PAUL, MN 55110
SURVEYOR:
SHORT ELLIOT HENDRICKSON
3535 VADNAIS CENTER DRIVE
ST. PAUL, MN 55110
DATUM:
HORIZ: NAD-83
VERT'. NAD-88
PROPOSED USE
1) POTABLE WATER PUMP STATION.
2) COVERED GENERATOR FOR EMERGENCY PUMP STATION POWER.
3)
MINIMUM SETBACK REQUIREMENTS:
75'FRONTSETBACK
25' SIDE SETBACK
35' REAR SETBACK
Ed:UlY4i4.3an,,I6
ENCLOSURE: 23'-8"
PROPOSED BUILDING FOOTPRINT:
12M SF (0.028 AC)
PROPOSED GENERATOR ENCLOSURE:
769 SF (0.017 AC)
TOTAL PROPOSED IMPERVIOUS AREA:
0.18 AC
TOTAL SITE FOOTPRINT:
69,714 SF (1.60 AC)
OVERALL PROJECT LIMITS OF DISTURBANCE:
1.20 AC
PAVED PARKING/VEHICULAR CIRCULATION:
0.12
PROPOSED PARKING SPACES:
4
EXISTING TREE CANOPY:
1.54 AC (96%)
EXISTING TREE TYPE:
MIX OF DECIDUOUS & EVERGREEN
PROPOSED TREE CANOPY:
0.51 AC (32%)
EXISTING TOPOGRAPHY PER SEA SURVEY DONE NOVEMBER 2019
EXISTING TOPOGRAPHY HAS BEEN VISUALLY VERIFIED WITHIN THE LAST 12 MONTHS.
REFERENCE PLAN: WPO 202100035
R,vxneno �(nne ,io D `.
ypN ooa c �.
lq \gT
o
jSyn clearlc� ik-n,timuHe �`�
g a�n
4Y�
�o
d�
d cY
� PROJECT LOCATION
U Cco`.v (END OF BERKMAV DR) �I
A Rlwnna C M-1 Pa
Axk�up( � f Ox
Holly a4
i
qa _
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING/ZONING
ENGINEER
INSPECFIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
Lic. No. A102063557
(/ 4
�sSI�NAL E���
DATA
PROPOSEDZONING:
RURALAREASDISTRICT
HAL,
RIO DISTRICT
PROPOSED USE:
PUBLIC WATER FACILELY
ED:
POWELL CREEK
DISTRICTS:
ENTRANCE CORRIWRAIRPORT IMPACT DISTRICT
SQUARE FOOTAGE:
PROPOSED WATER PUMP STATION -1,203 SF
COVERED GENERATOR PAD -]BB SF
250' MINIMUM FRONTAGE ALONG EXISTING PUBLIC ROAD
151 MINIMUM FRONTAGE ALONG INTERNAL PUBLIC ROAD
OR PRIVATE ROAD
75' FRONT SETBACK
25'SIDE SETBACK
36 REAR SETBACK
TRACK SHOWN IS 76 FROM EXISTING PROPERTY LINE
EXISTING BERKMAR DR RIGHT-OF-WAY. PROPOSED
AST 76 FROM THE ANTICIPATED VD0T RIGHT-OF-WAY
BERKMAR DR.
� I I I I I III I111j II I '/
I I I I I IIII IIIII II I //
I II IIIIII IIIII III /
I I�IIIII11111 III /
I IIIIIIII11111 i
\\I I II IIII IIIIIII�III /
II II II IIVDOT
RIGHT -OP -WAY
\� \I \I ll IIIIII IIIIII II II I I I II I /\\'\
j 1111111111 III I /
$��^Ir;lllllllllllll�l / /
II l�goelllll Illjllll j /
II111'iw�lollll jjl�111 // //
I II II II �IIII�jII�r'illI IIII i / // /
I IIIII IIIII IIII ICI ���rml brv° /b'1"/ m`v"
jllll Illllllllll�p lm %�'
IIIj111111111111111
I I111111111111I IIII / --
IAA,
I Ij111111111111111 \ \ \ '
IIIII 1 1 1 1 1 1 1 1 1 1 1 1 I I \ \ \
IIIj1111111111111111 v A A
III j1111111111111 I. 1 \
II 1j 11111111111111 I A
IIIIIIII111111 I I \
/1/IIII III11111111 I \
3241D2
MICROAIREHOLDING
COMPANY LLC - 1
(D.B. 5240, PG. 170)
ZONING: LIGHT INDUSTRY II} \
IX\
v I
I
CONTROL POINT
HYDRANT TOP NUT
EL 616.83
VA AA VAA Vv
I I 1 �\I III
II
III IIIVv��.
IIII 1
I 1 \
vlA �v�v
\\ \\ \\ 11 I I I II I I I I I I I I I I
\ \ \ \ I I I I I I I I I I I I I I
\\ \ r \ 1 13241A3 I I I
V A V DAVID P. TURNER &THE I I I I
V A \ Ilk
MARKET PLACE OF VIRGINIA LC I I I
\\ \ \ (D.B. 4151, PG. 310) 1 I I
\ \\ 1 ZONING: RURALAREAS 1 I I I I I
\ \ \ I I I I I I I I I
—le 10
/ I
/ I
I
I /
�3241A1
LEASE AREA CROWN COM COMMUNICATION INC
(D.& 4151, PG. 310)
ZONING: RURALAREAS REMOVE EXISTING
/
TRASH/DEBRIS
ANTICIPATED VDOT GRADING i
EASEMENT (TYP)�
I I I \
NOTES: CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FOUND ON SITE AS PART OF WORK ALL TRASH AND DEBRIS SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH STATE, /
COUNTY AND LOCAL REGULATIONS. \ I \ \
I I 1 \ I \ \ \
I I I \\ I \\ \ \\
y I
/ I �
/ / 1
CONTROL POINT
NAIL
i3 N 3936050]740
E 11500044.1500 /
EL=625.58 /
I /
EXISTING
� CELL TOWER
I
CONTROL POINT /
\ NAIL /
I ----------
IN 3935996.9300
E 11500080.2200 -
I - -- - -
EL=626.20
��
----------------------------
CLEAR & GRUBBING LIMITS(TYP)�1
APPROX. AREA=48,000 SF
3241A2
RIVANNA WATER AND SEWER
AUTHORITY
ITS, 4912, PG. 32B)
ZONING: RURALAREAS
CONTROL POINT /
NAIL J/
N 39351398
1500220,5100
E 115EL2 6 3 14
EL = 613.14
I / I
________
I \ 1 I
CONTROL POINT \\ \V A A
NAIL
N 3935942 N20
EL=608.53
-- — -- /
J�k1 /v v / Y'v Y rY Yam. Y !Y
-- 1`Y ,`yy,
I II CONTROL POINT/ / AI ,L v✓�-r��- '�'� ��AV •-
Z cn I I I NAIL / � � o IF e-_ A- \
O ��� I i I I EL=621.31 �1' �w bry .l�-c. m
I ADDITIONALGRUBBINGREQUIRED
W XZ j FOR GRADING / / / / % /� / /� ADDITIONAL GRUBBING REQUIRED
'` �00 I REFOLIATE PER LANDSCAPE PLAN_ / / /' // / FOR GRADING
/ / 3241R / / REFOLIATE PER LANDSCAPE PLAN
POST OFFICE LAND TRUST;
CHARLES WM HURT & SHIRLEY
// / FISHER TRUSTEES -
Q W I v I 1 v // / / (0.6. 1661, PG. n6) -
_
ZONING. PLANNED DEVELOPMENT
(Q MIXED COMMERCIAL
,!�-
3241H1
\ rl STORAGE MANAGEMENT I LLC
1 (D.B. 1921, PG. 423)
1 ZONING: HIGHWAY COMMERCIAL
I
\ II I I I I
I
' i
I I I
RRR I I I
I I
I
CONTROL POINT
NAIL
j
N T]030
115003E 0.2300 1
I
EL=599.399.30 I I
I I 1 1 1 I I
I
1 I I I
CONTROL POINT
NAIL
N 3935880.3250 I I I
E 11500294.3600 I I
EL=605.11 I 1 I 1
I I I
j l l
I l l l l
I I I I I I
I I I I I I
I
I
I I I I I I
I
I I I I I I
l I I I
I
/ EXISTING WOODED AREA I
MR OFDECIDUOUS & / I
EVERGREEN
/ EVERGREEN TREES / I I
55 /
/
b
I
///
POST OFFICE LAND TRUST;
CHARLES WM HURT&SHIRLEY
FISHER TRUSTEES
(D.B. 1661. PG. 116) /
ZONING: PLANNED DEVELOPMENTI
I
MIXED COMMERCIAL //
I
Z
O
Q
Z�
Z
O
U
J
0O
Lu
LL
11
O
a
O_
Z
F-
w
O
CO
a
n
25
>
O d
W
O 2
Z
sO
y
4
0O
0 ¢
w
K_ y
w
¢ 6
¢
3
K
¢
�
¢
W
d
z
m
¢
Q
rc
0
alms
> �8
e
tz
o
8
0 U 3
2 9 A
CI
0 Z
2
aIZa
zza
O U z
0
w�wr
-aF-O
U -o
w
w m N o w
xw
Q-w
�a
SHM
C08
SITE DATA
EXIGLNGIPROPOSED ZONING:
RURALAREASDISTRICT
MAGISTERIAL:
RIO DISTRICT
EXIS➢NGIPROPo$ED USE:
PUBLIC WATER FACILITY
WATERSHED:
PO%NELL CREEK
OVERLAYDISTRICT$:
ENTRANCE CORRIDOR -AIRPORT IMPACT DISTRICT
BUILDING SQUARE FOOTAGE:
PROPOSED WATER PUMP STATION -L2N SF
COVERED GENERATOR PAD -759SF
SETBACK$:
25P MINIMUM FRONTAGE ALONG IXISTING PUBLIC ROAD
ISW MINIMUM FRONTAGE ALONG INTERNAL PUBLIC ROAD
OR PRIVATE ROAD
75' FRONT SETBACK
25'SIDE SETBACK
35' REAR SETBACK
FRONT SETBACK NOTE: FRONT
SETBACK$HONM IS 75 FROM EXISTING PROPERTY LINE
RUNNING ROUGHLY PARALLEL
TO EXISTING BERKMAN DR RIGHYOF-WAY. PROPOSED
BUILDING IS ALSO SET BACK AT
LEAST 75' FROM THE ANTICIPATED VDOT RIGHT-OF-WAY
FOR BERKMPR DR.
ANTICIPATED VDOT
N
l5' FRONT BETBACK
FROM ,STING
PROPERTY LINE
/
I
I
ANTICIPATED VDOTGRADING
EASEMENT (TYP)
I
I
I
I
I
IXISTING I
I
CELL TOWER 25
SPACE FOR
ix I ANTICIPATED FUTURE
GROUND STORAGE
TANKS
(TYP)
I TRANSFORMER
I
I
E
I
WA' TO PROPERTY LINE 3U%---------E
Ix
I J GENERATOR
p D
4 RATOR
% -- - -- _ ____ I ENCLOSURE LIMITS OF E(TYP)
-Ir Ir G I
1U itl 10' iV O PRO
W
IIT NO PARKING AREA
W
L _ N
'5'FRONT$ETBACKFROM—
FUTURERIGHr-0E-WAY C ME TO PROPERTY LINE _
db — -----x--- r- — — — _ _
SETBACK LINE (TYP) J
CONSTRUCTION
LIMITS (TYP)
TO
m
CONCRETE LEVEL
SPREADER
(SEE SHEET C13 FOR
RESTORATION DETAILS)
N
f�ee�
c
n agr�8
UN
Z
^,�
L.L
O
Q
U
z_�
5
Z
C)
C
U
J
W
IL
O
a
o
s
'a
cO
>
wd
>
OC 2
Z
y
Q
w
K_ y
w
a 6
?
Q
Q
w
d
Z
m
Q
Q
rc
A
5
O
az
cNa
�dw wf�
amain
lHEff
C09
0
m2
�0
o�
EXISTING
CELL TOWER I Ij I I j I I
M—
%
ANTICIPATED VDOT GRADING J \� `u j I ryl �0 9 m
EASEMENT (TYP) / I / `O
l 1, I i Iry /N
BASIN ACCESS DRIVE NOTES:
ANTICIPATED VDOT / ' / I / / 1. CONTRACTOR TO GRADE I5'WIDE AREA
RIGHT -OF- WAV \ I mop / / / / I / / AND INSTALL 10'GRAVEL DRIVE IN
CENTER OF GRADED AREA
2. INSTALLPER GRAVEL ACCESS DRIVE
/ SPECIFICATIONS.
G3 ANTICIPATED GRADING LIMITS FOR
DRIVE INSTALLATION IS SHOWN.
PROPOSED CHAIN LINK (TYP) HOWEVER, ADDITIONAL GRADING MAY BE
INSTALL FENCE ALONG FINAL CLEARING LIMITS X 7 // // / / / REQUIRED WHEN EXTENDING DRIVE
I
SEE SHEET DC05 FOR FENCE DETAILS I / I i� � �q / / / l I ENTIRE DISTANCE TO BASIN.
REQUIRED,
4. IF ADDITIONAL GRADING IS
CONTRACTOR TO INSTALL ANY
ADDITIONAL EROSION CONTROL
PROPOSED CLEAR& GRUBBING LIMITS(TYP) \ GRADE SWALE TO DIRECT I /
SEE SHEET COB FOR CLEAR &GRUBBING DETAILS \ DRAINAGE AROUND BUILDING II _ /
MEASURES PER VDOT SPECIFICATIONS.
_ / 5. SHOWN AT 15RAVEL DRIVE SLOPE
( PAINTED'NO PARKING"AREA SLOPES IN
THIS AREA
ARYF. FROM
2GSLO
1 ��-----_____ , ° / / SEE STRUCTURAL) i 19 AREA VARY Fft M 1420
ICONCRETE
P DETAILS
\ ___,� /I (PROPOSED PUMP � O./i / LANE FOR AILS
\ I — — /
_ STATION
I I BUILDING-1.209 SF
GENERATOR PAID -769 SF I
FF EL- 624.5
ae zs 19 33
I 5 Vi" O
/ 1 1
1 W 6933' � % / / 130 LF 10'WIDE BASIN I
GRAVEL ACCESS DRIVE
/ R35.W 3393V,' l l l I l l
I /
1 ^ O I
M
j za 99'
W,m-{� oW w wI
� zs oo'
R29.99
I
t _
-
\ XC---
1
XC
PROPOSED
ALT (TYP)
GRADESWALE TO DIRECT
\ -- NAGEOBERKIMARDR ." F\}2t �\Z; Y\\\\ PRP\ED WATER MAIN SHEET DCOH OR DETAIL S\\\ `<_` 1 ELE ELEVATION ------
I
' /i R
-}
__- _ _{16_ \ I i � _ � I� � � a r POT i I � EXISTING SPOT
-
\ TYP) ELEVATION (TYP) 1
SEE SHEET C14 FOR DETAILS
I \ I\ PROPOSED LANDSCAPING \ \ \ \ I ' \ \ 1 I 1 1
1sno.v
SEE SHEET CI5 FOR DETAILS
V A PROPOSED 20'SWING GATE
SEE SHEET 0005 FOR FENCE DETAILS
--_ '95
N
\ \ I I 1 \
D P
I I I I ip 1 I I I I —__---/
3 O
1_ I 3 a
/ /� % / A v v\ �•V I
j jr,l l I I I
ACCESS
DRIVE TO A
F , I ACCESS 9 END OF BERKMA EXISTING BERKMAR DR I
Lu
I
o e
seee�E
oEne��
Q
O
Z�
S
Z
C)
L
U
J
U.I
CL
O
a
o
2
Z
'a
25
C Q
K
>
p°
d
w
K -L
z
H
a 6
?
Q
'<
W
d
z
m
a
a
rc
0
m2
�o
J
ORZ S33
w
M �
B
u
000��a
8
0
zn
g
a
a0
z
O�
Fla
cmmz
�aao
�aaC)
SHEET
C12
I
16' PLUG
STA= 44+63.99.15.48' L
16"DATE VALVE & BOX
STA=44+63.99, 19.8T L
IE=611.89
STA=44+63.99. 8.3T L
IE=61159
3 LF 16° DII
16"GATE VALVE & B(
STA=44+63.99, 6.19
i
x
EXISTING
L CELL
JX-XAI ► I j
NTICIPATED VDOT GRADINGEASEMENT (TYP) 10 0 10UTILITY CONSTRUCTION NOTES:
1. CONTRACTOR $HALL VERIFY
CONNECTION LOCATION$ TO IXISTING
UTILITIES PRIOR TO CONSTRUCTION.
2. ALL PIPES SHALL HAVE TMIN. COVER.
1SITA" BEND3. PROPOSED BUILDING ROOF DRAINS
STA=45+]].96.to^IE=ste.at CONTRACTORSHALL HAUL OGRADE.X¢I 4. CONTRACTOR SHALL OBTAIN ALL
I 3LF 18"DIP
REQUIRED CONSTRUCTION PERMITS
4 LF 18"DIP@4.15% I 16-CONNECTION PRIOR TO CONSTRUCTION.
18"TEEWTB'REDUCER j r AT BUILDING J
ROTATE TEE UP TOWARD I STA=45+81.12, 48.1]'L 10"D.LP. SURGE
BEN D@ 5.5.3 ANGLE 18"IE=616.8t RELIEF LINE TO
STA=45+B9.45BATL j _ SUCTION MAIN
1 I D 18"IE=616.W I
3 UP 8- Dil
`vim% _ STA 45B9E5, 3.88'LP618.00 II O I� _ a -r 11 O. _ 4� CO3,1� NECTT TRENCH
CONNECT TO TRENCH DRAIN IN BUILDING
1SN16°REDUCER - 8 DAYLIGHT TO GRADE AS REO'D
TA=44+6504683'L AIR RELEASE 3LF8 DIP®5.5]% _ Q 4
i IE=811.84 VALVE ASSEMBLY'v�M V - -- _ w >
_STA=45+39.79. 6.83'L -6�°BEND 3 I U, y l
ITYPICALHYOMNTASSEMBLY ►r IE=615.23_ _ROTATE BEND DOWN TOWARD
TEE @ 5.5°x ANGLE
I WIT° GATEVALVE& BOX1AT- I STA=45+T9.450.82'L- I 4 �� �I. I_ "1' 8- STORZ FITTING FOR FUTURE SPACE FOR ANTICIPATED
STA=45+8p.88, 21.83'L� I 8'IE=818A6 n 16"GATE VALVE&BOX _ �_,___ _ BYPASS PUMP SUCTION STORAGE TANKS
OUND
IE=fi18.]5 8"90°SEND STA 45r]3.38,6.B3L > p� _CONNECTION
ROTATE BEND DOWN TOWARD 161E = 61662 4 4 -'I' 8'IE=619.59
15 LF 6°DIP K TEE ®584 ANGLE o t 5LF 18"DIP _ _A
18' TEE WI6' REDUCER STA= 45+69A5, 2.85' R 20 LF B' DIP @ 0.00%
t8"90•BEND I
STA=45+00.00. 6.83'L I8'IE=fi19.58 W
AND GRADE BREAK > 8"d5°BEND
3 IF 8"DIP �5]]9% STA= 45a]].96, 6.83' L Q1 a I �4
IE=612.48 3 �I B"IE=fi19.59
8"DATE VALVE &BOX 18°IE=616.81 Q 'f
STA=45+69.45, 5.5V R (3)16' CONNECTION
1 INME=618.05 AT BUILDING I%aa �.
6 LF tfi'DIP I 3LF 8'DIPI STA=45+84.2], 45+90.5], 'O
1 I4 I 45r96.91, 46+04.21 7.68' L a_' I a i 4
00 40 LF 18"OIP �30 LF 16"DIPW 12"IE=616.17 -1
_ L1 HI 13 LF 12'DIP ®0.00%
SL RELEAS24- DIPE
17LF 8'DIP®8.W%
. AIR RELEASE I 8" STORZ FITTING FOR
VALVEASSEMBLY BYPASSPUMPDISCHARGE
3 I --STA=45+s4.458.18'R _ W�411F8'pIP - STOA-J46-10.04. 0.87L
- 8"IE=815.Bd 0.06%. 0"45" BEND
1 44 W 6LF 24"pIP 'WIE=619.59 W4LF8'DIP @0.00%•W 1z"GATE
VALVE
8BOX
AND GRADE BREAK 96LFADIP STA=45+84.],45+9 STA0+65.81,0.04'R 24"DATE VALVE N9.21@5.51-
IE=fi1fi L STA=45r59.d$,8.18 12"IE=616.17 -DIP 24"PLUG
8"IE=615.018 LF 24STA= 44+62.62.168M'R
ROTATE 11 - TEETEE UP TOWARDUCERD
_ 249E=622.26
S XC END@58't ANGLE 5LF 24'DIP
-X 24'IE=624.09
STA=45+69.45.8.18'R - _ _ 24"GATEVALVE&BOX
Y 24"IE=615.0d W - STA=O64.0 8.20'R _
7 _ VIE=616.51 - _ X
SLF 24""DIP 91P2-nlp
8TA 45 ]4.45 818' R 3' < _
} i \\
24 GATE VALVESBOX BLF 24"DIP J\���„"_ i \
STA 4574451168R 58 LF 24"DIP %� \ 24"PLUG
241E-61584 \
5LF 24'DIP 24'x 12'TEE 24'x12"TEE `-STA-44a55 ]] tse et'R
3 LF 24 DIP STA=45+9g.21, 8.18'R STA=46+W.21,8.18'R 24"IE=615.84
2 "90°BEND 24"GATE VALVE&BOX 24'IE=615.84
I STA=dSa]4.d5, 16.18' R STA=45+]9.45,SAS R 24"IE=815.84 is9E=616.1]
I 24"IE=615.84 2A"IE=615.84 16'IE=616.1]
]LF 24'DIP
I 24"x12"TEE
I STA=45+88.21, B.iB' R
24"IE=515.84
I 12"IE=816.11
I 3 c
c I 24' DIP
I I 24"xi2"TEE
I $ I STA=45+92.21, 8.18'R D
I 24'IE=fi15.84
I
12'IE=616.1]
I I
I310± LF TO m
BERKMAR DR
LAUREL PARK LN
uj
INTERSECTION 0
F�� I I I
�Q � I
r Y i I
WI
�Do
o e
4ege�E
oi<Q�p
`z� m
N
C)
Z_
S
Z
C)
L
U
J
W
0O
IL
O
a
o
2
Z
i
w
F-
ee 2
Z
Y 0
y
e5
0
Q Q
w
K_ y
w
a 6
¢
$
K
Q
Q
w
1
Z
m
Q
Q
rc
0
JRasms
-
n E �
M
u
8
co UOi93
„ 0
SHEET
C14
il,BBREV
rd,
W —W I,,, ..d fliM Fiotw Ali. al a litifflir niat,lit I
0.1 ......
r
9.
SIM
0 F., sliaii! ..t x icii,olitl.l.
u.
&.2 ft. lvnm,.t ee w.nva..ma fig, m:va........ wI.f, -d. —.,i- cIc,ti
=T' 7R
.WfTXwff TSEWfVCIAIPEX'SRZ :71 TH C0.MI!llfl(ZT1f)RlIfff=MC0MRVAn0M
twi 5.
cl
miri,
MATE)
Lf� OTR flillEDIMAT �Rff MM THE C3�r 13 jfp M
9IfIL)
MLMOSUPFIZIMTWOVERµl I£PLTNffIFTHE 1
A'
.. m
r
TO
mar.—. - I es
!-�HGAGRI.III
�WfhffDOID. IF THE
0HMT0f1L.FC)JftATRW
GTTEOTOTHECOIMfvrm
PLANTING LEGEND
ANTICIPATED HEMHT
BOTANICAL NAME COMMON NUI.1h,IE SIZE R042IT 1NO. TOBEPIANTED1 TREE CALIPER p
(AFTER o
DINMM VNIGINA FINE
IUD
I CTM
... .. .... .
MRGINA PINE
TYPICAL
051F.T LO
NG
O.
0
LEVEL_SPREADER %
C, r
EXISTING
13EM TOWER
SPACEFOR
I ANTICIPATED FUTURE 1
t>t
GROUND STORAGE
1
TMK (TYP)
Y,
DWO"&..
TYP) TG
DOT
SEE MEET C13 FOR I
Pl.,I,NTINGDETAILS
I A
C^fNFE W�R aY)
I Ir
A5 "'LONG
,LEI,fELSPRMER
if I
A.
1> eJ
N�
ip t
If
-"I%, Mn
0
9
0
0
0
� C�iu 5
EXISTING
RIGHT OF WAY
PERMANENT EASEMENT
PROPERTY LINE
HORIZONTAL CONTROL POINT
BENCHMARK
SURVEY MARKER
SOIL BORING
SANITARY SEWER AND MANHOLE
FM
FORCE MAIN AND LIFT STATION
SANITARY SEWER SERVICE & CLEANOUT
WATER MAIN, HYDRANT, VALVE AND MANHOLE
WATER SERVICE AND CURB STOP BOX
STORM SEWER, MANHOLE AND CATCH BASIN
CULVERT AND APRON ENOWALL
GT-o
GAS MAIN, VALVE, VENT AND METER
HH
D
HANDHOLE
BURIED FIBER OPTIC CABLE AND MANHOLE
— T-BUR T ^
I BURIED PHONE CABLE, PEDESTAL AND MANHOLE
WBUR rvE
TV
BURIED TV CABLE, PEDESTAL AND MANHOLE
E
BURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,
TRANSFORMER AND METER
OVERHEAD HARE, POLE AND GUY WIRE
#
LIGHT POLE
TRAFFIC SIGNAL
1®
y
STREET NAME SIGN
SIGN (NON STREET NAME)
rknTm�rr
RAILROAD TRACKS
06..
DECIDUOUS AND CONIFEROUS TREE
BUSH/SHRUBAND STUMP
yl
EDGE OF WOODED AREA
WET
WETLAND
BUILDING
x
FENCE (UNIDENTIFIED)
X
BARBED WIRE FENCE
xc
CHAIN LINK FENCE
xF
ELECTRIC WARE FENCE
xWro
WOOD FENCE
^VVV�
WOVEN WIRE FENCE
0
PLATE BEAM GUARDRAIL
❑ ❑ ❑—
CABLE GUARDRAIL
a
POST/BOLLARD
v RETAINING WALL
PROPOSED
6,00
1
STREET CENTERLINE
RIGHT-OF-WAY
PERMANENT EASEMENT
TEMPORARY EASEMENT
CONSTRUCTION LIMITS
O
j SANITARY SEWER, BULKHEAD AND MANHOLE
FM
FORCE MAIN
A
`0SANITARYSERVICEANDCLEANOUT
WATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVE
A H ID
WATER VALVE MANHOLE, REDUCER, BEND AND CROSS
L
WATER SERVICE AND CURB STOP BOX
�� --
STORM SEWER, MANHOLE AND CATCH BASIN
CULVERT AND APRON ENDWALL
—-------<-----_--
— DRAIN TILE
DITCH I SWALE
RIPRAP
STREET NAME SIGN
1
SIGN (NON STREET NAME)
�/-vWV"VWY
RETAINING WALL
MISCELLANEOUS PROPOSED
......
WOVEN WIRE FENCE
xm
WOOD FENCE
xF
ELECTRIC FENCE
xC
CHAIN LINK FENCE
BARBED WARE FENCE
x
FENCE
❑ ❑ ❑
GUARDRAIL
TWDUCi
TV DUCT
TV CONDUIT
—TV-0H —TV-OH
OVERHEAD TV
T-DUCT
PHONE DUCT
PHONE CONDUIT
— Tdm — T-OH
PHONE OVERHEAD
OIL
OIL PIPELINE
G
NATURAL GAS MAIN
FOD
FIBER OPTIC DUCT
FO
FIBER OPTIC CONDUIT
x x
STEAM
10' MAX SPACING
POST -TO -POST
NOTES:
TREE PROTECTION FENCE
E, STING TREE
FENCING FABRIC ORANGE MIRASAFE
42' I
EXISTING V
GRADE
TO MIRPFI MIRASAFE OR AN APPROVED EQUAL STAPLETO
VERTICAL 2X40R TIE TO METAL T POSTS.
MAINTENANCE REQUIREMENTS:
1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF
1. INSPECT WEEKLY AND AFTER EACH RAINFALL PRODUCING 0.5
IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON THE PLANS.
INCH OR MORE OF RAIN.
DO NOT ATTACH FENCE MATERIALS TO TREES.
2. REPAIR OR REPLACE DAMAGED FENCING IMMEDIATELY.
2. TREE PROTECTION FENCING FABRIC TO BE PLACED IN A RADIUS OF A
MINIMUM OF 1.5' FROM THE TRUNK OF TRUNK FOR EACH INCH OF DBH
(DIAMETER AT BREAST HEIGHT). AREA INSIDE OF FENCING SHOULD BE A
3. REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS NEEDED.
NO ACCESS, NO ENCROACHMENT ZONE THAT SHALL HAVE NO PARKING
OF EQUIPMENT OR STOCKPILING OF SUPPLIES.
4. IF ROOTS ARE DAMAGED, CUT OFF DAMAGE AREAS CLEANLY AND
KEEP -EXPOSED ROOTS MOIST BY SPREADING PEAT MOSS, MOIST
3. "MIRASAFE° HIGH STRENGTH POLYMER GEOGRID FABRIC BY MIRAFI
TOPSOIL, OR MOIST MULCH. NO PAINT IS NEEDED.
CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA.
S. FENCING SHALL BE INSTALLED SUCH THAT NO TREE BARK
4. ONE SIGN PER 50' OF TREE PROTECTION FENCING SHALL READ: "TREE
DAMAGE OCCURS. IF SUCH DAMAGE DOES OCCUR, ONLY A
PROTECTION AREAIDO NOT ENTER AREA/PARA PROTECCION DE LOS
CERTIFIED ARBORIST SHOULD DO ANY BARK TRACING. NOPAINT
ARBOLES/ PROHIBIDO ENTRAR°
IS NEEDED.
se�va
nagn�8
N
Z
O
Q
Z�
S
Z
O
L
U
J
Lu
LL
O
Z
f"
a
a
o
2
z
GRE
S
()
a
rc
S
d
� Z
N
O Q
rc
U
i
Z
R
Z
a
a
rc
0
ORasms
-
M
a
�
u
8
co UDi73
5H3E1
DC01
PLACE 5' CONCRETE "WITNESS" POST IN
REMOTE AREAS AS DIRECTED. MARKER
LOCATION MAY BE SUBJECT TO HIGHWAY
DEPARTMENT APPROVAL.
EXISTING GRADE - RESTORE ALL
NOTE : HYDRANT MUST BE
DISTURBANCE DUE TO INSTALLATION IN -KIND
EQUIPPED WINCHARLOTTES-
FINISHED GRADE
ADS WHICH IS
TULLE THREADS
WATERTIGHT FRAME & COVER
ST
THE LOCAL STANDARD.
COVER TO SIT FLUSH WITH GRADE
RINGS MAY BE REQ'D (12" MAX.)
LENGTH OF BRANCH VARIES
12"MIN.-
12° MIN
(2 MIN 2• TO 1D•
(R]01
GAGE
ASSEMBLY
15"MA.C. SEE NOTE 3
II
_
1B'-22
�PRESSURE
2• BALL MAIL BACKFlAW
PRDENTER DRPZ)
II
] CO. FT pLVE BOX
10' TALL ANY ASSEMBL
I I
�_ II ADJUSTABLE VALVE BOX W/ UD
I/6B slOrvE
2" BALL VA' 2" BRASS PIPE NIPPLE
Z `a" a BINGHAM & TAYLOR FIG. NO. 4905
DOG -HOUSE SECTIONI BETWEEN CORP STOP
n II (SCREW TYPE) OR APPROVED
ALL VOIDS TO BE FILLED AND BALL VALVE
EQUAL
42„MIN 6" GATE
TEE
HYDRANT
WITH BRICK &GROUT 2' NPT CORP STOP
TO
VALVE
plµS
ME.
/
NO. 57 STONE 16'/24' x 2"
BASE OF CORP TAPPING SADDLE
y .•
..JJJ '!: FOR SEE)
FlflEHosE w/ 2' ena vALVEs
QUICK OONNECTB
6- MINI 16"/24'
250E CONCRETE :. •., (, ` I
WATER
WATER MAIN
AND
BABE AND THRUST
.�
MH SUPPORT
M.J. GATE VALVE
BLOB( AGAINST
UNDISTURBED STABLE
BLOCKING
SOIL
(TYP OTY - 2)
STEEL PILE
6" MIN
WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS
LM. u.J., RESTRAINED
µ/ 2° NPT TAP
18"(TW)
A HYDRANT IS LOCATED IN A FILL. IN ADDIION
TO POURING CONCRETE A STEEL PILE SHALL
BE USED AS ADP¶ONA1 SUPPORT,
EMSTNG WATER MAIN NEW WATER MAIN
TO BE TESTED
NOTES:
1. CONCRETE SUPPORT BLOCKING SHALL BE OF
WATER LINE
SUFFICIENT LENGTH AND WIDTH TO OVERHANG
°
NOTE
MANHOLE BY 6° AT ANY POINT'
2. ARV SHALL HAVE A 1/2' BALL VALVE INSTALLED ON
2500 P.S.I.
1. SURROUND WEEP HOLES MTH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
FLUSHING PORT. BALL VALVE SHALL BE
CONCRETE 2'x 2' BEARING AREA.
THRUST BLOCK ', d
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
ACCESSIBLE FROM MANHOLE LID.
-
VALVE BOX.
4. THE DATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
3. CONTRACTOR TO VERIFY MANHOLE SECTION HEIGHT
<
IT 15 NOT ALLOWED IN THE DITCH.
NOTES:
. A.
A
S FIRE HYDRANTS SHALL BE INSTALLED AT UOCATIONG WHERE WEEP
BASED UPON TEST PITS. MANHOLE SHALL BE SIZED
-
HOLES ARE ABOVE THE PREVAILING GROUNDWATER EI.EVADON. IF
1. NO PERMANENT CONNECTIONS MAY BE MADE TO THE FINISHED WATER SYSTEM PRIOR TO THE
SUCH THAT THE TOP OF ARV (WHEN INSTALLED) IS
REWIRED TO BE IN NET AREAS, THE WEEP HOLES $HAUL BE
GENII OF NSNIFECTON AND TESTNG,
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY,
2. THE LAST JONT MUST BE RESTRAINED OR BLOCKED.
6' - 1T FROM COVER.
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
AIR RELEASE MANHOLE DETAIL
"E"°b MY OB
IMTTE:
DRAWING NUMBER:
N.T.S.
FIG.W-4
°A�, sivrzam
TYPICAL TEMPORARY CONNECTION FOR
ORAwIrva NUMBER:
TYPICAL GATE VALVE
WATER 6
FLUSHING AND TESTING WATER MAINS
WATER 13
NB
N°Ti0
MOTTO
�`� SCALE
RIVANNA WATER AND SEWER AUTHORITY
Tp�
SC E, SCALE
RIVANNA WATER AND SEWER AUTHORITY
NOTE:
HYDRANT MUST BE EQUIPPED WTH NATIONAL HOSE THREADS (NSTU
Q
MUHYDRAN )ORAPPRTYPE
TYPICAL FOUNDATION
A
FIRE HTDRAM ORAPP EQUAL
EQUAL
5' MAX.
_ __
FLUSH BOX LID
I'
VALVE Box
A I INITIAL BACKFILL
II °
qORWYE
IN6° BEDDING
g68OR Y5] STONE
�
FOR ALL BENDS F
V GATEVALVEWT
MDEN TRENCH TO
a MU RETAINING
----- ACCOMMODATE
ANCHOR IF
GLAMOR
MIN. REWIRED.
] CU. Fi.168 $TONE
ROCKY FOUNDATION MATERIAL UNDER -CUT CONDITION
BREQUIREDS�
N 4
M
111
I
24 IN INMAL BACKFILL a MI MIN. fi"
5' 45PLUG
45' MIN.
4 A
12 t2 t2 t BEDDING
MIN
25D3 P.5.1.
NIN MIN 8 0R
MIN MIN. MIN. 65]
T T
CONCRETE BASE gNCHOR THE VALVE TO THE
STONE
BEDDING
SECTION 1-1 SECTION 2-2
ANHYDRArvrwITH z-Y'
BLOCKAGAIN$T
,«sYY�'"" a OR .- r ?
THREADED ROD$
UNDI$TURBEDOR 4'MIN
$SJ STONE
Z ROC
(GALVANIZED OR ASPHALT
COMPACTED
9IABLE SOIL OR
ROCK
COATED) IN ATOITION TO
STABLE $OIL POUR ING GONCREfE.A
NOTE$:
STEEL PINE SHALL BE USED
1. ROCKSHALL BE REMOVED TO A MINIMUM OF 6" BELOW THE PIPE AND I2"
ni$
SLEEL PINE AS ADDITIONAL SUPPORT
MINIMUM CLEARANCE TO THE SIDES OF THE PIPE.
2. 1157 OR W68 STONE SHALL BE PLACED AGAINST UNDISTURBED SIDES AND
1is
NOTE:
BOTTOM OF TRENCH TO THE SPRINGLINE OF THE PIPE
ll
w
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
3. INSTALL POLYETHYLENE ENCASEMENT, TRACER WIRE, MARKING TAPE AND
.4
2. MAIMAID FROM E TO THEHYORANT(INCLUDING DITCHES)
CLAY CUTOFFS IN ACCORDANCE WITH THE SPECIFICATIONS..
FROMTMMUN
3. FINISHED GRADE $HALL $LOPEAWAY FROM THE FLUSH BOX LIDts
GRACE SOPEAWR
4. HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HONES ARE ABOVE THE PREVAIUNG
4. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN W LIFT$.
III:
GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SI BE PLUGGED
5. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE
AND THE HYDRANT SHALL BE PUMPED DRY.
TRENCH.
GwewLMNFE
5. LID SHAUL READ "RW$A"AND APPROPRIATE MANUFACTURER NAME OR LOGO. 'FIRE HYDRANT SHALL
6. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
Tx19 o[TULISLLKaaMAB E
JN NABR
ST GGCRU
FTM
NOT BE LISTED ON THE UD
]. ALL INITIAL BACKFILL SHALL BE 2fA MATERIAL PLACED AND COMPACTED IN 6"
� TBx.T E
5. CONTRACTOR SHALL PROVIDE THE OWNER VWH THREE (3) FLUSH TYPE HYDRANT WRENCHES PRIOR
LIFT$. INITIAL BACKFLL ILLSHAEXTEND TO PAVEMENT OR TOPSOIL IN
TO ACCEPTANCE OF PIPEUNE
LPN0.S(.,APED ARFAb•
1. USE MINIMUM 2500 PSI CONCRETE
8. SILT STOPS SHALL BE PLAGED ALONG TRENCH EVERY 40P.
2. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWID TO INTERFERE MH JOINT OR RESTRAINT
HARDWARE. PLABTC WEETNG MAY BE PLACED OAR PIPE OR FlTTNGS TO PREVENT CONCRETE FROM
9. MAXIMUM PAYMENT TRENCH WIDTH FOR ROCK REMOVAL IS 12" ON EACH SIDE
ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED
BURY HYDRANT DETAIL
OF HE PIPE PLUS THE PIPE DIAMETER.
SOL
3. TIE DESIGN FNgNEEfl BXALL BE RESPCNBIBIf N VERIFY THE TYPE AND SIZE OF ALL THRUST
THE
HIR�
BLOCKS.
NTS
-SEPT2016
DUCTILE IRON WATER PIPE INSTALLATION
DRMANcrvuneEH:R
A'%JSFPT201s
DRAwTNc rvuMBER:
CONCRETE THRUST BLOCKS
AND BEDDING
WATERI
WATER
NOs�ayE
scue: s°Cue
RIVANNAWATERANDSEWERAUTHORITY
SCMUD
RIVANNA WATER ANDSEWERAUTHORITY
Z
C)
Q
Z�
S
Z
C)
L
U
J
Lu
IL
IL
0
Z
f"
a
a
O
x
Z
G
S
00
a
Be
RE
>
aM
KIf
-L
MM
O Q
rc
U
i
z
w
a
a
rc
O
��asms
n E �
M
i
8
co U�iD3
wg�OO
SHEET
DCO2
3
s
�p
5
m
3
a
w
0
N
W
O
O
N
O
N
N
O
O
a
E
E
_rn
0
N
O
N
CN
N
O
N
f)
CS)
a
LU
0
CV
00
O
CV
O
N
I
O
O
a
X
E
<
O
N
O
CV
117)
O
N
IO
IA L/THON/A L/GHT/N6®
FEATURES & SPECIFICATIONS
INTENDED USE -Ideal for use in applications where smart, energy -efficient figures are dedred.
Typical applications include ttand4 parking garage, awnings, cold storage, food processing, docks,
schools, hospitals, carwashes, estimation and exterior environments where moisture or dust is a
concern. Certain airborne coptamimnts an diminish dt inte9 Y p of acrylic. olck here for
AcrvlkEnvironmentalCompatibility table for suitable uses.
CONSTRUCTION -One-piece SVA rated fiberglass housing with integral perimeter channel ud,izes
continuous poured -in -place NEMA4X gasket. Simpletwo-piecedesign consists of housing and optical
assemblyto streamlineinstallatlonprauss.Polymerklatchespositivelyarta(ntohousingandkeepfrom
becoming hindrance during install.
OPTICS -Infection -molded, acrylic Ins (.080"thick), provides high Impact -resistance comparable to
100%DR. Fl rated or outdoor use, lenses resist breaking, yellowing or becoming brittle overtime. UV
staMllzed polycarbonate diffuseravalfable L080"thkkl indearorfroded foradd'nional Impact strength.
PolycarboWe lens is recommend for lower mounting heights where vandal prothl is desired.
ELECTRICAL - Tool- less one piece optical assembly combines LEDs and lens into one component.
Optical assembly easily connects m housing with plug and play harness, eliminating time consuming
wiring connections. LED drivers consumes 401nput watts maximum and offers 1% dimming standard.
Integral surge protetUontested ina¢ordamewith IEEUAN51(62.41.2mindustrial standards 6kV/3kA.
L85 at6g000 boom.
INSTALLATION - Two-piece design makes installations fatter than ever by simplifying wiring
connecdom. Power connection is easily accommodatedthrou h re -drilled holesateachend a tional
Y 9p P
wet location fittings bailable for maximum flexibility.
Stainless steel (4316) surface Not ng-mouON brackets with bail wires standard (2 indud ed) allow for
milln9, ortmD wall ended mount.
Swivel stem(prowded by others) when pendant mounting. Factory installed lunction box option
accommodates up to 4X4 sued boxes and includes Integrated gasket to maintain over location listings.
Quick Mount Bracket (OMB) ships installed on fixture and is recommended for fastest surface mount
Installs, Ideal for end to end inrtallathms or larger labs.
LISTINGS - CSA Cerdfied to UL and C-UL standards fa ambient temperatures ranging from -40°F
(40*01a 1041(40'C) (see Operational Data than hractual temperature rating per lumen package).
F1 rating makes lummaire suitable for we locations without towered ceilings. NEMA 4X rated.
P ratings: IP65 and IP66 rated. 1500 PSI hale -down.
NSF listed for Splash Zone It.
Magri Consorlibure (OUC) qualified product. NO a 11 Versions ofthis product may be 0 LIC qua lified.
Please check the DLC Qualified Products List at wwwdeslanliahts.omi to confirm which versions
arequalified.
WARRANTY-5-year limited warranty. Complete warranty terms located at
wwwamitvbrands.tom/CumomerRemuLQtog ns and tonditions.aeox
Ambient temperatures thin exceed 1041 Cali will result in reduced life and will void warranty.
Note: Actual performance may dHer asa result of end -user eadmnmentano application.
All valuesare design ortypical values, measured under laboratory condloans at25°C.
Spur ficatioas subject to change without notice.
DIMENSIONS
wilege usai,i ider. inindtes(cendmelersl
unkssoNerxisenottd.
Nuumb xn DMW2 L24 2000LM PFL MD Mi GZ1 30K 80CRI
m CC1
LED Enclosed and Gasketed
DMW2
r(s .0 u, -
NSF- LEfl aArso
m.
!7k4A!1J101
••�IjIpIII�II�"'ll�ll�"'llr�
PHOTOMETRICS
Please see www Ilh in ".cum.
INDUSTRIAL
#
.4I—
ad
• •
HLWPC2
Wallpack• Full Cutoff LED
Note: Maximum weight 22Its.
Gtahag Numlrer HLWPC2 P10 30K AS T2S BZSDP PE
Notes
Type
WW1
me6aniul
• Heavy grade A360 ast aluminum (aluminum with <146
copper)
• Extedorparts amprotected by azinc-Infused Super Durable
TGIC thermoset powder coat finish that provides superior
resistance to corrosion and weathering
• Mounts to a standard junction box
• Wet location listed
• IP65 rated housing, down light only
• N' painted threaded entry(4Y' -14 NPT) on each side and
on top, accepts 14"and %" mndiut
• %'threaded plugs are painted on each side
• Vibration testing per ANSI C136.31: 315 rating for surface
mount and pendant mount upto 1.5; excludes swivel kit
Electrical
• Certified by UL or CSA
• Rated for -WC (401 minimum ambient
• A programmable electronic driver with 0-1011 control leads
• Available in:120-277V 50/60 Hz and 347480V 50/60 Hz,
• Standard: 3000K, 4DOOK and 5000K CCT(>70 CRI)
• Optional >80 CRI (3000K, 4DOOK and SOOOK w), 8 week
lead-time
• Optional limbed wavelength amber, 8week lead-time
P 9
• Imemall m0untedemer en battery backu Toro cation
Y emergency ry P P
in an ambienttemperamrerangingfiom-20°C (4°0 to30Y
(867), available with P10thou P40 performance packages,
non CEC compliant
• All surge protection meets ANSIAEEE C62.41.210kV/1OkA
• Standard surge protection is 20kV/1OkA per ANSI (136.2
• Optional surge protection is I OkV/SkA per ANSI C136.2
Optical
• Light engine housing is IP66 rated
• Acrylic optical system
• TypeV: E (entry), M (medium), R (rectangle) &W (wide)
• Asymmetric
BA
cOmmlE
• Held adjustable output(AD)
• Button style photomntrol(PD
• Motion sensor & ambient phoorontrol combination for
mounting low (8-15) (MASD and high (15-30)(MASH)
mounting heights
Certification and Standards
• Lumimire is CSA listed, US and Canada
• Suitable for operation in an ambient temperature up to
40°C/1 D4°F per UL or CSA artificatron
• Design lights Consortium• (DLC) qualified product Not all
Versions of this product may be DLC qualified. Please check
the DLC Qualified Products List at wwwdesignlightsorg/
QPL to confirm which versions are qualified.
• LM-79compliant
• The projected LED Lumen Maintenance shall be based only
on RES LM-80-08and TM-21
Warranty
5-year limited warranty. Complete warranty temp located at:
www.acultvbrands.tom/CustomerResources/Terms and
Conditions.asnx
Note: Actual performance may differ as a result of end -user
De Y
environment and application.
All values are design or typical values, measured under
laboratory conditions at 25'C.
Specifications subject to change without notice.
Holophane 138B Columbus Rd., Grdmille,OH43023 1 Phone: 866-HOLOPHANE I www.holophane.com
02014-2019 Amoy Brands Ughdng, Inc All dghtmeserved. Rev.09/13/19 Spe(MatiomarewbjMWchangewnhomrm0¢.
ADED
'LUG
PT)
HLWPC2
Page l of
DMW2 LED Wet Location
Lead timeswillvarydependingonopbomsekttd.(unmltwfthmurmle mpment iw. Example: DMW2 L244000LM MD PCL MVOLT GZ140K SOCRI
Color
Colorrenderin 9
Serves
Length
Nominal lumens
Diffuser
Distribution
Voltage
Driver
temperature
index
DMW2 LED wet
L24 24"
2000LM 2,0001umens
ACL Acrylic
MD Medium
MVOLT 120-277V
GZl 1%
30K 3000K
80CRI 80CRI
location
30001M 3,0D01umem
AFL Franeda k
oyl
distribution
120 1211V
dimmng
35K 3500N
91 90W
4000LM 4,000lumms
PCL Polycerbonate
AD Wide
208 200V
40K 40ODK
PEE Frosted
distrlbolon
240 240V
SOB 50DOK
Polycarbonate
277 277V
347 347V'
4m 480V'
Options
SF
Singlefusin9'a
C588 6'Brad Harrison 16/3 card and straight MM10%AWLIOM DSCXAWL %point wireless integral motion unsocoN
OF
Doublefudngz'
blade plug set, NEMA4%rated"
Offoperation for motion sensing, override
P51050
Emergency LED battery park for 0°Cand up
CSSBLI2 12'Bnd Harbor, 16/3 cord and straight i Off due to dayllgMz1°
(1400lumens)"
blade plug set, NEMA4%rated v
MSIIONWL Law mount360 integral mo0onsensm,well
PMP4%
Pendxanmono poiinwith KEMA4Xfitunga'
CS88R Brad Harrison re¢ptadefor use with
location, On/ONopermonzN
WLFEND
Wm location fittino to ne fitting out ento
CS88comvast, NEMA4X rated'
MSI102DVWl Low mount 360integralmotlonsensor, wet
WLFEND2
WMIo[atlonfitting (fittingsout both ends)'"
ROM Nomcemfied
location, HigNLowopmallon (3levepz10
WEFEND4X
Wet location fitting maintainsNEMA4xn0ng
FPS TwxTlOtamper-resinanis¢ews
MNIONWLDSCNWL low mount360 integral motionsensm,,
(one fitting outend)a
SHL Stainless Heellmhm
wet Ima ion,01operationformotion
sensing, ovenldeDffdcerodayllghtz"
WLFEND24%
Wutlocationfitting maintains NEMA4%
rating(fittingsout both ends)"
XAD XPoint wireless relayern
BB
junction box snap-brackent"lu
QMB
Quick-mountceilingbracket
CS89
6white cord, 16/3, no plug,wetlocaiod
CS891.12
12' white cord, 16/3, no plug, wet location?
Nate,
1. UNluma step down transformer.
Accessories: Order asseparate mzalagnumber.
2. Mustspet4 oltage.
RKITIUBITW/PINU Hex -base driver bit, Tom TRIO, for tamper -resistant
great with center reject pin
3. 120ar277V.
RK1 T10DRVU
Torx TXlO sceewdrimrfor use with tamper
-resistant screws with center reject pin
4. 208,N0,3471 or 48OV.
DMWZWLF
Wet location fitting
5. 120,208,240,or27N. Not amilable with mrd, XAD, ISB, orPJANX options
Maximum ambient tempenmre 251C.
DMW2QMB
Quick -mount ceiling bracket
6. Factory Installed only. Not field installable.
7. Not available with P51050.
8. No available with tordsetsorsinsoo.
9. NO Intended for wall mounting. Voids IP65 rating and NSF Doing.
10. NO available with XAD. Maxim an ambienttemperature 35%
11. Minimum ambient tempeawre-2D°C.
INDUSTRIAL
Cull
Page 2 of
HLWPC2
Wallpa(ke Full Cutoff LED
Note: Maximum might 221bs.
Gub9NurMer
HLWPC2 P10 30K AS TFCM BZSDP PE
None
TypeWW2
Mechanical
• Heavy grade A360 cast aluminum (aluminum with <i%
copper)
• Exterior parts am protected byazirx-InMsed Super Durable
TGIC thermoset powder coat finish that provides superior
resinarrce to corrosion and weathering
• Mounts to a standard junction box
• Wet location 16W
• IP65 rated housing, down light only
• W painted threaded emry(14" -14 Ni on each side and
on top, accepts 'A" and 35" candiut
• 44"threaded plugs are painted on each side
• Vibration testing per ANSI C136.31: 315 rating for surface
mount and pendant mountup to 1.5; excludesswivel kit
Electrical
• Certified by ULorCSA
• Rated for -401C (-401 minimum ambient
• A Programmable electronic driver with 0-I0V control leads
• Available in:120-277V 50/60 Hz and 347-480V 50/60 Hz,
• Standard: 3000K, 40DDK and 5000KCCT(>70CRU
• Optional >80 CRI (3000K, 4000K and 50DOK CCT), 8 week
lead-time
•OPtional limited wavelength amber, 8week lead-time
• Intemallymounted emergency battery backup foropeNation
inanambimttempeaturerangingfr m-20°C(-4°F)to30'(
(861availathe wit P10thm P40 performance packages,
non CEC compliant
• All surge protection MiANSILA EE(62.4111OkV/10kA
• Standard surge protection is 20kV/lOkA per ANSI (136.2
• Optional surge protection u IOkV/5kA per ANSI C1361
ODftl
• Light engine housing is IP66 rated
• Aoylicoptical system
• TypeV: E (entry), M (medium), R (rectangle) &W (wide)
Asymmemc
BA
Controls
• Bel adjustable output (AD)
• Button style photocontrol(PE)
• Motion sensor & ambient phorocomrol combination for
mounting law (81 (MASS) and high (15-30') (MASH)
mounting heights
Certification and Standards
• Luminaire is CSA listed, US and Canada
• Suitable for operation in an ambient temperature up to
40*01047 per UL or CSA certification
• Design lights Consortium' (DLC) qualified product Not all
Versions ofthis product may be DLC qualified. Please check
the DLC Qualified Products List at www.designlights.org/
QPL to confirm which versions are qualified.
• IM-79compliam
• The projected LED Lumen Maintenance shall be based only
on IES LM-80-08 an ITM-21
Watcanty,
5-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/CustomerReSOUKes/Terms and
Conditionsamx.
Note: Actual performance differ as a result of end -user
Pe ma Y
environment and application.
All values are design or typical values, measured under
laboratory conditions at 25'C.
Specifications subject to change without notice.
R4cxAitVBrar& Ho,ophane 1 3B25 Columbus Rd., Granville, ON43023 1 Phone:eli6-HOLOPHANE I wwwMlophanecom
02014-2019 Acuity Brands Lighting, Inc All rights reserved. Rev.09/13/19 SpedfladmaresuhledmdnngewMmmrmti¢.
ACHED
'LUG
IPn
HLWPC2
Page 1 of
HLWPC2
Wallpacke Full Cutoff LED
F10110PIIADE°
Example: HLWPC2P2040KAST3MBZSDP
HLWPC2 Wallpack Full
1LEM Package
AMB True Amber
AS Auto Sensing Vohage
TZS Type2Sbmt
III Black
Blank 70CRI(STD)
CutrALED
PII 3100Im
30K 3ODDK(Cf
(120V-277V)50/60HZ
12M Type Medium
BZSDP Bronze
BOOM m(RI
P20 5,6DOIm
40K 4,000KCCT
AN Auto -Sensing Voltage
T3S Type 35hot
GYSDP Grey
(347V-4BOV)50/IiOHZ
SOK 5,0ODKCCi
12 120V
DM Type 3 Medium
WHSDP White
2 UM Package
m 208V
Fly Type4Medlum
P30 7,8001m
24 240Y
TFTM Forward Throw
P40 9,9001m
Medium
P50 11,7001m
27 277V
AYYN Asymmetric
34 347V
Diffuse
(Nominal Lumens,
48 480Y
SYMDF Symmmdc
4000K)
Diffuse
Ad"ustable/Programmable Options
Control- Plaotocontrol Options
Fuse Option
AO
Field Adjustable Output
1 p
PE
Buttons le Photomntrol
ry
SF Single Fuse
9
P3
N.E.M.A.TwistlockRomP actleMount-3 PIN
DF Double Feu
Clnuit
Option
P7
N,E.M,A. Twlstlodr Recepactie Mount-7 PIN
20
2Independent ❑reults
PCLL
DTL Lang life Twistlock Photomntrol for Solid State
Safetyll
PND
0-10V Part -night Dimming, Includes BLC2 & N.E.M.A.
EM Integral Emergency Battery
Control-
Motion Sensor Options
Twistloc Photoronmol Receptacle
TP Tamper Resistant Hardware
MASL
Motion/Amhlem Sens", 8-15'Mounmg
Shorting Cap
Height Ambient Sens" Enabled at 1 FC
Surat Protection Option -20kV/tOkA Is Stallard
MASH
Moron/AmIdent Senior, 15-30'MourhNng
Height Ambient Sensor Enabled at1 K
May 70ky/SkASurge PrmecOoryin pica¢aF20kV/IOkA
Options Location
Motion/Ambient Sensor mount
options for Low (8-15')(MASL) e Q 5.14
and Height (15-30') (MASH)
applications
e MASS or MASH
N.E.M.A. Twistlock Receptacle
P3 and P7 Options, P75he=
OP3 or P7 - -
O 5.51
Interval Emergency Battery Test Button -EM Option
Test Button -EM Option
• Emergency
o Test Button
Button Style Phoocamrol - PE Option
Holophane 13825Columbus Rd,Gramille,OH430Z3 I Phone: 866-HOLOPHANE I www.holophane.com
02OW2018 Amity Brands Ughting lne All rightsseurved. Rev.09/13/19 SpeclMotionsamsublecttodnnWwftWmfKe.
'utton Style
'hotocontrol
HLWPC2
Page2of8
0
O
0
w100E
Uzc$
Q Z c, U
Z ca8S
O � d ? r
< w n
>Lc) < Z N
a 0 < >Q
M N 11 1 >
W
.,�•� �11N1�/
Is 1A �llddea
Vr'J�r•,
N W
2 G \\g N N
:() VQ F o N
ZH�zcm
o:
Zia 00
o�2�
•mm/r, )� pR04�••�
H
00
U
W_
�
0
a
a
Z
_
>
0
a
W
E-
Z
0
h
06
0
Oa
as
W
a
a
Z
Z
U
LLI
a
LU
m
a
a
>
2
O
r,
U
W
N
Z
O
vo
J
w
w
G
me
a
i
N M
co
ca
Do
LIJ
M
Z
N
1
N
Z
7
o
O
0
o
Q
m
DO
v
tin
N
=
O
¢
r
o
OZ
m
�
-
0
cc
o
Li
J L
0
Z
Z
w
N
N>
W
>
W
h
Y
tY
CL
O
O
LJJ
L1J
U)
L1J
1
Z
Cn
OF
QU
C0
J
I.ccL
G
w
w
�
x
N
0-
LL
SHEET
DE2