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57-29B SITE DATA
57-10A SITE DATA
OWNER:
RiVANN A WATER AND SEWER AUTHORITY
OWNER:
RIVANNA WATER AND SEWER AUTHORITY
PROPERTY SIZE:
4 ACRES
PROPERTY SIZE:
2 ACRES
PROPERTY ADDRESS:
4685 TITREE NOTCHED RD
PROPERTY ADDRESS:
N/A
CROZET, VA 22932
PROPERTY INFO:
TAX MAP 57-1 OA
PROPERTY INFO:
FAX MAP 57 29B
DB 622 PG 41 J
DB 4669 PG 198-210
PARCEL ID
05700-00-00-10AO
EASEMENT: DB 267-66
ZONING:
RURAL AREAS, ENTFRANCE CORRIDOR OVERLAY DISTRICT
PARCEL ID
05700-00-00-029BO
COUNTY:
ALBERMARLE
ZONING:
1_I, FNIRANCE CORRIDOR OVERLAY DISTRICT
STATE:
VIRGINIA
COUNTY:
ALBERMARLE
MAGISTERIAL DISTRICT:
WHITE HALIL DISTRICT
STATE:
VIRGINIA
WATER SHED:
BEAVER CREEK RE.`SERVOIR - WAFER SUPPLY PROTECTION AREA
MAGISTERIAL DISTRICT: WHITE HALL DISTRICT
WATER SHED: LICKINGHOLE CREEK "NATERSHED -WATER SUPPLY PROTECTION AREA ENGINEER
ENGINEER: SHORT ELLIOTT HENDRICKSON INC.
, 35 VADNA.IS CENTER DRIVE
ST PAUL, NAN 55110
SURVEYOR: DRAPER ADEN ASSOCIATES
700 HARRIS STREET, SUITE E
CH.ARELOTTES'VILLE, VA 22902
(434)295-C700
DATUM: HORIZ: NAD-83
VERT: NAD 88
I
ASSOCIATED SIIE PLANS AND REVISIONS:
SDP 1,99900043 (API -PROVED 1999)
I; 1STALLATION OF FUEL TANK AND REMOVAL. OF EXISTING TANKS AND PUMPS
I _
SPD201400014(APPROVED 2014)
CROZET VdTP-GAC UPGRADES
SPD201600065 (APPROVED 2016)
CROZEI WATER TREATPiENIF PLANT - FINIS1?ED YVATER PUMPING STATION
j MdNIMUiNA YARD REQUIREMENJIS (MET OR N/A):
M:INJIINIUM OF 50' BETWI-_EN PUBLIC ROW AND STRUCTURE
M,INII\/0_i 1 OF 50' BETWEEN RESIDENTIAL/RURA.L DISTRICTS AND STRUCTURE
I iA NIMUM i0' OFF STREET PARKING AND LOADING SPACE
M'NIMUtii SETBACK REQUiRENlENTS:
PARKING AREA (ADJACENT TO ANY DISTRICT OTHER
THAN A COMMERCIAL OR INDUSTRIAL DISTRICT)
I HEIGFIT OF PROPOSED STRUCTURES:.
PROPOSED GAC ADDITIADDITION: 12'
PROPOSED PAC SILO: 333
SHORT ELLIOTT HEPNLiRICKSON INC.
3535 VADNAIS CEENTER DRIVE
ST PAUL, MN 5;11CO
SURVEYOR: DRAPER ADEN ASSSOCIATES
700 HARRIS STREET SUITE E
CHARELOTTESVF,1EE, VA 22902
(434)295-0700
DATUM: HORIZ: NAD-83
VERI: NAD-88
ASSOCIATED SITE PLANS AND REVISIONS:
N/A
MINIrMUNA YARD REQUIREMENTS (MET OR N/A):
MINIMUM OF 50' BETWEEN PUBLIC ROW AND STRUCTURE
MINIMUM OF 50' BETWEEN RESIDENTIAL/RURAL DISTRICTS AND STRUCTURE
MINIMUM I O' OFF STREET PARKING AND LOADING SPACE
MINIMUM SETBACK REQUIREMENTS:
PARKING AREA (ADJACENT TO ANY DISTRICT OTHER
THAN A (_-OMMERCIAL. OR INDUSTRIAL DISTRICT) 30'
HEIGHT OF PROPOSED STRUCTURES:
PROPOSED BACKWASH WASTE TANK:
PROPOSED FOOTPRINTS:
PROPOSED BACKWASH WASTE TANK FOOTPRINT: 1,386 SF (0.03 AC)
TOTAL SITE FOOTPRINT: 87,991 SF (2.02 AC)
MAXIMUM FLOOR AREA (RATIO): 0.00 AC (0.0 %)
30' LOT COVERAGE (RAT 10): 0.21 AC (IO.4%)
OPEN SPACE (RATIO): 1,54AC (76.6?0)
BACKWASH WASTE TANK PROPOSED LIMITS OF DISTURBANCE: 0.35 AC
MAXIMUM IMPERVIOUS COVER: 0.21 AC
PAVED PARKING\VEHICUL.AR CIRCULATION: 0.08 AC
PROPOSED FOOTPRINTS:
PROPOSED GAC ADDITION FOOTPRINT: 541 SF (0.01 AC)
PROPOSED PAC SILO FOOTPRINT: 153 SF (0.00 AC)
TOTAL SITE FOOTPRINT: 174,477 SF (4.01 AC)
MAXIMUM FLOOR AREA (RATIO): 0.31 AC (7.7 %)
LOT COVERAGE (RATIO): 1.50 AC (37.4 %)
OPEFi SPACE (RATIO): 0.57 AC (14 %)
CAC ADDITION PROF OSEL• Lh`,7iITS OF DISTURBANCE: 0.40 AC
MAXIMUM IMPERVIOUS COVER: 1.50 AC;
PAVED PARKING\VEHICULAR CIRCULA.FION: 0.02 AC
EXISTINIG TREE CANOPY:
0.53 AC (13 11)
PARKIIIG:
REQUIRED SPACES:
N/A.
EXISTING SPACES:
N/A
PROPOSED/REMOVED SPACES:
N/A
PROPOSED LOADING SPACES:
N/A
EXISTING TREE CANOPY: 0.95 AC (47.3 %)
PARKING:
REQUIRED SPACES: N/A
EXISTING SPACES: N/A
PROPOSED/REMOVED SPACES: N/A.
PROPOSED
O OSED LOADING SPACES:
c S. N/A
r,vjAl=4 OJAI =40h
EXISTING TOPOGRAPHY PER SURVEY PROVIDED BY DRAPER ADEN ON 07/08/16
ZONING .MAP AMENDMENTS:
ZMA-94-14 (EFFECTIVE OCTOBER 1996-OCTOBER 2006)
ZMA-2006-004 EFFECTIVE MAY 2006-OC I OBER 2016)
4.01 ACRES TO BE REZONED FROM Ll TO LI
27.2.1.17 WAREHOUSE FACILITIES AND WHOLESALE BUISNESSES NOT INVOLVING STORAGE OF
GASOLINE, KEROSENE, OR OTHER VOLATILE MATERIALS; DYNAMITE BLASTING CAPS,
ANDOTHER EXPUSIVES; PESTICIDES AND POISONS; AND OTHER SUCH MATERISLA
WHICH COULD BE HAZARDOUS TO LIFE IN THE EVENT OF ACCIDENT. (ADDED 12-2-87)
ZONING APPEALS:
VA-77-16
T - - >- HIS IS 10 IN C INFORM Y �U THAT ON AF RIL 12 197/ DURING THE
REGULAR MEETING OF `
PURSUANT TO ' ALBERMARLE
ALBEMALRE
SECTION 33 ' O 3 OF THE ALBERMARLE COUNTY ZONING ORDINANCE, THE OWNER, OR ITS COUNTY BG)ARD OF TONING APPEALS, YOUR APPLICATION FOR VA 77-16 WAS GRANTED TO ALLOW
DULY AUTHORIZED AGENT, HERBY VOLUNTARILY PROFFERS THE CONDITIONS LISTED BELOW WHICH A 17 FOOT WARIANCEFROM THE REQUIRED 25 FOOT SIDE YARD SETBACK REQUIREMENT
SHALL BE APPLIED TO THE PROPERTY, IF REZONED, THESE CONDITIONS ARE PROFFERED AS A PART OF CONDITIONAAL THAT THE AUTHORITY CLEAN UP THE BUILDING MATERIALS, PIPES, AND THE LIKE SO AS
THE REQUESTED REZONING AND IT IS AGREED THAT: (1) THE REZONING ITSEF GIVES RISE TO THE NEED NOT TO BE IM VIEW OF THE HIGHWAY,
FOR THE CONDITIONS; AND (2) SUCH CONDITIONS HAVE A REASONABLE RELATION TO THE
REZONING REQUESTED. VA-96-17
(1) PERMITTED USES OF THE PROPERTY, AND/OR USES AUTHORIZED BY SPECIAL USE
THIS LETTER ISS TO INFORM YOU THAT ON OCTOBER 1, 1996, DURING THE MEETING OF THE ALBERMARLE
PERMTF, SHALL INCLUDE ONLY THE FOLLOWING SECTIONS OF THE ALBEM,ARLE COUNTY ZONING
COUNTY BOARD OF ZONING APPEALS, THE BOARD APPROVED YOUR REQUEST (3-1) FOR VA 96-17,
ORDINANCE IN EFFECT ON MAY 24., 2006; A COPY OF THE SECTION BEING ATTACHED HERETO:
SUBJECT TO THE FOLLOWING CONDITIONS:
27.2.1.2 FIRE AND RESCUE SQUAD STATIONS (REFERENCE 5.1.9)
27.2.1.9 CONTRACTOR'S OFFICE AND EQUIPMENT STORAGE YARD.
I . THE PROPERTY RECEIVED REZONING APPROVAL FROM THE BOARD OF SUPERVISORS,
2721,11 ELECTRIC, GAS, OIL, AND COMMUNICATION FACILITIES EXCLUDING TOWER
2, NO NEW OR BUILDING EXPANSION FOR NON-PUBLIC USE.
STRUCTURES AND INCLUDING POLES, LINES, TRANSFORMERS, PIPES, METERS, AND
RELATED FACILITIES FOR DISTRIBUTION OF LOCAL SERVICE AND OWNED AND
SPECIAL USE- PERMITS:
OPERATED BY A PUBLIC UTILITY, WATER DISTRIBUTION AND SEWERAGE COLLECTION
SP- 79-17
LINES, PUMPING STATIONS, AND APPURTENANCES OWNED AND OPERATED BY THE
ALBEMALRE COUNTY SERVICE AUTHORITY. EXCEPT AS OTHERWISE EXPRESSLY
l . SCREENING FROM DWELLINGS AND FROM ROUTE 240 WITH EVERGREEN TRESS WITH
PROVIDED, CENTRAL WATER SUPPLIES AND CENTRAL SEWERAGE SYSTEMS IN
A MINIMUM HEIGHT OF FIVE (5) FEET TO BE PLANTED ON TEN FOOT CENTERS.
CONFORMANCE WITH CHAPTER 10 OR Tl IF CODE OF ALBEMALRE AND ALL 011 IER
2, RELOCATION OF PIPE AND CONSTRUCTION MATERIALS
APPLICABLE LAW. (AMENDED 5-12-93)
3, SITE PLAN APPROVAL BY PLANNING STAFF
27.2.1,12 PUBLIC USES AND BUILDINGS INCLUDING TEMPORARY OR MOBILE FACILITIES SUCH
AS SCHOOLS, OFFICES, PARKS, PLAYGROUNDS, AND ROADS FUNDED, OWNED OR
SP-77-18
OPERATED BY LOCAL, STATE OR FEDERAL AGENCIES (REFERENCE 31.2.5); PUBLIC
WATER AND SEWER TRANSMISSION, MAIN OR TRUNK LINES, TREATMENT FACILITIES,
1. REMOVAL FROM. VIEW OF DWELLINGS IN THE AREA AND ROUTE 240 OF PIPE,
PUMPING STATIONS, AND THE LIKE, OWNED AND/OR OPERATES; BY THE RIVANNA
CON.STRUCTIION MATERIALS, STUMPS, WOOD, AND OTHER DEBRIS. THIS IS TO BE ACCOMPLISHED TO
WATER AND SEWER AUTHORITY (REFERENCE. 31 .2.5; 5.1.12). (AMENDED 1 1-T-89)
THE REA.SONiABLE SATISFACTION OF THE ZONING ADMINISTRATOR.
27.2.1.17 WAREHOUSE FACILITIES AND WHOLESALE BUSINESSES NOT INVOLVING STORAGE OF
2. SITE PLAN AND LANDSCAPE PLAN FOR PLANT EXPANSION AND SEDIMENTATION
GASOLINE, KEROSENE, OR OTHER VOLATILE MATERIALS; DYNAMITE BLASTING CAPS,
LAGOONS. TIN DEVELOPMENT OF THESE PLANS, CONSIDERATION SHOULD BE GIVEN TO MAINTAINING
AND OFF lER EXPLOSIVES; PESTICIDES AND POISONS; AND OTHER SUCH MATERIALS
AS MUCH EX(ISTING VEGETATION AS PRACTICAL, PROVIDING SCREENING FROM ADJACENT
WITH COULD BE HAZARDOUS TO LIFE IN THE EVENT OF ACCIDENT, (ADDED 12-2-87)
PROPERTIES )AND ROUTE 240; AND FENCING AROUND THE SEDIMENTATION LAGOONS TO PROHIBIT
(2) NOT WITHSTANDING PROFFER # I, ON AND AFTER OCTOBER 1, 2016 THE FOLLOWING
TRESPASSING
USES SHAL-L NOT BE PERMITTED:
3. SOIL EROSION PLAN, IF REQUIRED UNDER THE ORDINANCE.
27.2.I ,9 CONTRACTOR'S OFFICE AND EQUIPMENT STORAGE YARD.
LIST OF CHANGES TO APPROVED SITE PLAN SDP#2C01400014:
1. NEW BUILDING TO GRANULAR ACTIVATED CARBON (GAC) BUILDING LOCATED IN SOUTHEAST CORNER OF GAC BUILDING. FOOTPRINT OF: NEW
BUILDING 639 SQUARE FEET. BUILDING ADDITION TO INCCLUDE BULK STORAGE TANKS FOR LIQUID LIME AND ALUM, TWO TRANSFER PUMPS AND
ASSOCIATED PIPING, ELECTRICAL, AND MECHANICAL EEQUIPMENT.
2. INSTALLATION
OF UNDER
GROUND CHEMICAL CARRIER. PIPE BETWEEN GAC BUILDING ADDITION AND FILTER BUILDING.
3. INSTALLATION OF CONCRETE LOADING DOCK AND WPALKWAY LOCATED 20 FEET SOUTH OF GAC BUILDING.
4. REMOVAL OF EXISTING UNDERGROUND FUEL OIL TANK.. INSTALLATION OF ABOVE GROUND PROPANE TANK 10 FEET EAST OF FIL.1 ER BUILDING,
5. DEMOLITION OF EXISTING ALUM STORAGE TANK LOCATTED 13 FEET SOUTH OF SEDIMENTATION BASINS. INSTALLATION OF A 30 FOOT TALL SILO TO
STORE POWDERED ACTIVATED CARBON FOR PLANT OFPERATIONS.
6. INSTALLATION OF THREE 12 INCH CASINGS UNDER THRE-E NOTCH'D ROAD FOR SANITARY SEWER FORCEMAIN, ELECTRICAL, AND POTABLE WATER.
7. INSTALLATION OF 620 FEET OF SANITARY FORCEMAiN TCO NEARBY ASCA MANHOLE SOUTHWEST OF PROPERTY. FORCEMA IN TO BEGIN AT
BACKWASH WASTE TANK NORTH OF THREE NOTCH'D RCOAD AND TERMINATE AT ASCA MANHOLE 26-12 LOCATED IN TMP 57A-2B-21.
8. PLANTINGS FOR SCREENING WITHIN 30 FOOT UNDI.STURI'BED BUFFER IN SOUTHWEST CORNER OF PROPERTY,
LIST OF CHANGES TO APPROVED SITE PLAN SDP#000000298:
L. REHABILITATION OF EXISTING LAGOON NO. 2.
2. DEMOLITION OF EXISTING LAGOON NO. 1.
3. CONSTRUCTION OF UNDERGROUND CONCRETE BACKIWASH WASTE TANK.
4. CONSTRUCTION OF CONCRETE FLOW DIVERSION STRUCCTURE,
5. INSTALLATION OF THREE 12 INCH CASINGS UNDER THRE=E NOTCH'D ROAD FOR SANITARY SEWER FORCEMAIN, ELECTRICAL, AND POTABLE WATER.
6. INSTALLATION OF BACKFLOW PREVENTION ON POTABLEE WATER LINE FOR YARD HYDRANT AND BACKWASH WASTE TANK WASHDO'✓VN 'WATER.
7. IMPROVEMENTS TO ACCESS DRIVEWAY TO BACKWASHi WASTE TANK AND LAGOON,
8. PLANTINGS FOR SCREENING ALONG NORTH SIDE OF THIREE NOTCH'D ROAD.
9. REPLACE EXISTING CHAIN -LINK FENCE WITH NEW BLACWK POLY -COATED CHAIN -LINK FENCE AND GATE ENCLOSING BACKWASH WASTE TANK AND
LAGOON,
APPROVALS
DEPARTMENT OF COPAMUNITY GEVELOHMENT
PLANNING/ZONING
a _
ENGINEER
INSPECTIONS
ARE
DEPARTMENT OF FIRE RESCUE
ALBEViiARLE COUNTY SERVICE AU T HOI,ITY 1
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT �L
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, MAP(/577-10A
-Y RIVANN�,, WATER /ND SEWER, AUT'i HORl
NIC
D131, 642 �A 11
1. CONTOUIR INTERVAL IS 1—FOOT.
ZONiN3, RUR�L A.,;REA
USEcc: LOCAL �VEFZVMENT
40
2.
EXISTIN(3 ka
TOPOGRAPHY FROM REORD DRAWING, LIDAR AND
ljj
SURVEYPERFORMED ON NOVEMBER 27, 2017 BY DRAPER
ADEN ASSOCIATES OF CHARLOTTESVII LE, VA.
IAX MAP 57-9
J-
.
SPROUSE,IRENE
DB W B124-712
EXISTING BACKWASH
3.
PRIOR 110 ANY CONSTRUCTION, CONTRACTOR SHALL EXECUTE
70,N!AG: R4 RESIDENTIAL
LAGOONS
THE TRAFFIC CONTROL PLAN PROVIDED BY ENGINEER AND
USE: SNGLE FAMILY RES
,'
ALBEMARLE COUNTY,
,j
4.
PROTECT TRAFFIC WITH CONCRETE BARRIERS ANYTIME WORK !S
V-1
BEING PERFORMED WITHIN 25 FEET OF ELE ROADAYS.
TRAV W
NO CONISTRUCTION ACTIVITY, INCLUDING GRADING OR CLEARING
VEGETATION (COLLECTIVE' Y, "DISTURBANCE") SHALL
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WITHIN THIRTY /30) FEE OF AN
T Y DISTRICT OTHE
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-IAX MIAP 57-11
S P R CIUS E, ]RENE S
COMMERCIAL OR INDUSTRIAL DISTRI(lJT OR RWSA ACQUIRED
FUTURE TANK
DG 2419-259
EASEMENT,
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USE. S::NGLC FAMILY RES
— KEYNOTES
2 ;
r. 1 `Ill. PROPOSED LOADING DOCK.
UziL: tiINGLE FAMIU( RFS
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8. PROPANE TANK AND AS SOCIA T a PIPING
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INSTALLED BY OTHERS.
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185 LF 12 STEEL PIPE
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J�INIPE
9. RUS CHINENSIS TO BE PLANTED ED IN
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EXISTING SHR.�BI3LA .°�, Z � TALL �OF a A-,
DINE WITH
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EXISTIl
C'7ENERAL NOTES:
1. CONTOUR INTERVAL IS I -FOOT.
21- EXISTING TOPOGRAPHY FRONA, RECORD DRAWING AND
SURVEY PERFORMED ON NO` EMBER 27, 21017 B",(
DRAPER ADEN ASSOCIATES OF CHARLOTTESVILLE-, VA.
CONTRACTOR SHALL VERIFY EXISTING Ell-EVATIONS,
KEYNOTES:
1. CONCRETE LOADING DOCK. SEE SHEET 02S1,
5
DRAIN STATION.
7
-5. NEW 8' CHAIN LINK FENCE WITH
15' WIDE SINGLE LEAF SWING GATE.
4k. INSTALL SALVAGED CHAIN LINK IFENCL.
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SAN SAP`' WASTE
FORCEMAIN PIPING SCHEDULE
POINT 3D
NORTHING
EAST! NG �
DESCRIPTION
Ir�M----1
3912485.59
.11436835.37
SEE PROCESS PLANS
FOR CONNECTION
12292,9
i .'.....f.. 1
o..s a,a 1
136'2064'�
9
DIP 4'
HORIZ
MJ
BEND
FM-.3
3912289.21
11436787.76
4" DIP 45"
HORIZ
MJ
BEND
FM-3
3912290.72
11436779.26
4" DIP 11-1
/4° VERT
MJ BEND
eIF -5
1391229t20
11436776.52
4" DIP 45'
WYE
�M-6
3912298,03
11143-0738.03
i 4" DIP 450
HORIZ
MJ
BEND
FM 7
3 912291.58
11436728.08
4" DIP 45'
HORIZ
MJ
BEND, 4" 11-1 /4` VERT MJ BEND
I
�
13912206,61
11436709.92
1 " DIP 450
HORIZ
MJ
BEND
_9
rK9"2"53.836I
11436618.99
DIP MJ
,SLEEVE
M-
3912149.35
' 1 d 1 061
I , 43�a 1.21
� �,
� 4 DIP MJ
SLEEVE
FM -1
3912139.4�
LLll436594.06
4" DIP 45°
HORIZ
MJ
BEND, 4" DIP 11-1 /4° HORIZ MJ BEND
-M-12
3912161.85
' 11436554.99
14" DIP 45*
HORIZ
MJ
BEND
I''M-13
R 3912156.64
11436535.69
47} DIP 45
HORIZ
MJ
BEND
Fol - °i4
13912106.18
! 11436506.69
4" DIP 45`
HORIZ
MJ
BEND
/
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r
4" DIP BACKWASH
➢ ��WSA ACC [i"[RF ,
i /
FM -14
�..�
` RWSA TO AQUIRE EAS ENT /,%
0N��IECT DIP TO
NT'RFRISES i0 C.
--EXISTING MH WITH RESILIENT "io14-0'60 ;
R4, RESIDENTIAL
RUBBER CONNECTION.
ISLE _LRES
MODI INVERT BENCH FOR
TAX MAP' SI--?9E4
.ti `i° RrP't.A IN f'_nKjNF%Tl0Nl r.RAHAU ,,.Pr(,k4AP `WAPW[ru Rt r:FriP\iiPvP7 VPPI AAV
BACKWASH WATER
SUPPLY PIPING SCHEDULE
POINT ID
NORTHING
FASTING
DESCRIPTION
BW-1
3912234.72
11436929.22
4"
WETTAP WITH 4" MJ GATE VALVE
BW-2
3912236.11
11436921.37
4"
DIP
22-1 /2- VERT
MJ BEND
B -3
3912237.59
11436913.07
4"
DIP
22-1 /2' VERT
MJ BEND
W-4
3912245.87
1143666.39
4"
DIP
90® HORIZ MJ
BEND
BW-5
3912295.69
11436875.23
4"
DIP
45° HORIZ MJ
BEND
BW-6
:3912331.81
11436850.00
4"
DIP
45' HORIZ MJ
BEND
BW-7
3912432.80
11436889.91
4"
DIP
22-1 /2- VERT
MJ BEND
W-8
3912438.68
11436892.24
4"
DIP
22-1 /2` HORIZ MJ BEND, 4" DIP 11-1 /4° HORIZ MJ BEIND
BW-9
:3912441.31
11436895.99
4"
DIP
45° HORIZ MJ
BEND, 4" DIP 11-1/4' VERT MJ BEND
BW-10
3912479.55
11436902.78
4"
X 4" DIP MJ TEE
B-11
3912482.52
11436903.31
4"
MJ
GATE VALVE
B -12
3912486.94
11436904.17
ABOVE
GROUND WASH
DOWN HYDRANT
BW-13
3912480.23
11436898.99
4"
X 4" DIP MJ TEE
BW-14
3912480.96
11436894.83
4"
MJ
GATE VALVE
BW-15
3912482.02
11436888.90
SEE PROCESS PLANS
FOR CONNECTION
BW-16
3912494.62
11436901.54
4"
DIP
22-1 /2° HORIZ MJ BEND
W-17
3912509.01
11436910.06
4"
MJ
GATE VALVE
BW-18
3912512.11
11436911.90
4"
WETTAP
1. THRUST BLOCKING SHALL BE�r'` 2 3
USED AT ALL FITTINGS ; --- -
INCLUDING THE SET TAP' ': 13
4`
KEYNOTES: ED
1, LOCATE AND POTHO° E SANITARY :.SERVICE
AND WATER. SERVICE PRIOR TO FORCEMAIN
CONSTRUCTION TO VERIFY ANY POSSIBLE.
CONFLICTS.
2. PROVIDE FORCEMAIN AND WATER '
MAIN WITH PIPE BEDDING. 1�'-��
3, PROTECT AND SUPPORT ALL UTILITY
CROSSINGS AT 4" DIP POTABLE WA T ERMAIN.
BACKFILL WATERMAIN I RE WITH
REPLACEMENT VDOT NO. 10 BACKFILL.
4, RECONSTRUCT CURB IN KIND AT GA(_"'
FACILITY AFTER WATERMAIN CONSTRUCTION.
5. BACKFLOW PREVENTED.
6
6. REPLACEMENT SURFACING AGGREGATE ON
ROADWAYS SHALT_ BE 6" OF SUR ~AN.`,ING
AGGREGATE OVER 6" AGGREGATE LASE
COURSE OVER SUBGRADE STABILIZATION
FABRIC VDOT 245.03d.
7. 2" SCH 80 PVC SANITARY FORCEMAIN. SEE
SHEET 7.
0 30 60
cCA3 F IN FEE T
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a ,Ism 11 C SANITARY MARY FORF,E FAIN PIPIG
SCHEDULE
DESCRIPTION
POINT
ID FOR HI G
EA. LNG
G1
13912286.0217
i 11437121.5524
GRINDER
LIFT STATION
I G2
-
39121.1198
114 37047.9969
GRINDER
LIFT STATION
MH1
3912316-0492�
11437057.5787
AIR
RELEASE MANHOLE
MH�2__.
_ .3 12114.0145
11436913,7333
AIR
RELEASE
MANHOLE
51-1
3912272.0922
11437125.4256
JUNCTION
TO EXISTING
WALL PENETRATION
I S 1-2
39122713.5931
1 11437125.6709
2
PVC
45 HORIZ MJ
BEND
S1-3
g 3912280.50627
11437120.6599
2"
PVC
45° HORIZ MJ
BEND
51-4
g 39`I 2300.1466
j 11437123.8616
2"
PVC
45° HORIZ MJ
BEND
S1-5
3912305.8878
11437119.7338
2"
PVC
45° HORIZ MJ
BEND
S .
3912316; 9445
11437052.1021
2"
PVC
45' HORIZ MJ
BEND
�S1-8
3912311.1069
11437043,9828
2"
PVC
45' HORIZ, 2"
PVC 11.25" VERT MJ BEND
51-9
3912285.,6937
111437039.8281
2"
PVC
11.25° VERT MJ
BEND
S1-10 3912166.4952
11437020.3411
2"
X 2"
PVC MJ WYE
& CHECK VALVE
51 w�11
391209 7.734.0
11437009.0998
2"
PVC
45° HORIZ MJ
BEND
BUILDING SANITARY
FORCEMAIN
PIPIG SCHEDULE
POINT ID
NORTHING
FASTING
DESCRIPTION
S1-12
3912093.8941
11437003.4144
2"
PVC
450
HORIZ M,J
BEND
S1-13
3912120.420
11436884.6386
2"
PVC
45®
HORIZ M,J
BEND
S1-14
3912140.5604
11436871.9568
2"
PVC
11®25° VERT MJ BEND
S1-15
3912272.7990
11436788.1823
2"
PVC
45'
VERT MJI
BEND
S1-16
3912280.0197
11436783.6078
2"
PVC
45'
VERT MA
BEND
S1-17
3912291.2013
11 36776.5242
2"
PVC
TO
4" DIP FLITTING & CHECK VALVE
S2-1
3912132.4454
11437065.8040
JUNCTION TO EXISTING WALL PENETRATION
S2-2
3912130.9873
11437073.2247
2"
PVC
90°
HORIZ MIJ
BEND
S2-3
3912149.7327
11437076.9080
2"
PVC
49
HORIZ M'J
BEND
S2-4
3912160.6281
11437069.3357
2"
PVC
45°
HORIZ M'J
BEND
S2-5
3912167.6114
11437026.6581
2"
PVC
45°
HORIZ, 2"
PVC 45° VERT MJ BEND
S2-6
3912168.2465
11437022.7769
2"
PVC
45°
HORIZ, 2"
PVC 45" VERT MJ BEND & CHECK VALVE
GENERAL. NOTES:
1. THRUST BLOCKING SHAD._
USED AT ALL FITTINGS..
2. LOCATE AND POTHOLE ANYSUBC"RADE
STRUCTURE OR PIPE WITHIN PIPE
ALIGNMENT AND EXCAVATION ZONE.
KEYNOTES: ID
1. PROVIDE FORCEMAIN s ITH �--i
PIPE BEDDING, I3
2. PROTECT AND SUPPORT ALL UT ILI-11-Y
CROSSINGS AT 2" SCH 80 PVC
SANITARY FORCEMAIN, BACKFILL
TRENCH WITH NATIVE SOILS.
3. RECONSTRUCT SIDEWALK IN KIND AT FILTER
BUILDING AFTER FORCEMAIN CONSTRUCTION.
4. AIR RELEASE MANHOLE _ 2
WITH LINE CL.EANOUT. i
5® RECONSTRUCT FENCE AT FORCEMAIN
CROSSING AND PROPANE TANK INSTALLATION.
6. RECONSTRUCT CHAIN LINK FENCE. SEE. SHDE-T
16.
7. 4" DIP GRAVITY SANITARY SE RE R. PRESSURE
TEST (HYDROSTATIC) PER SPECIFICATIONS,
00
0 1/1-0
SCALE IN FEET
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PREVENTER.
645
VIA WETTAP WITH 4'
EXISTING GRADE
645
MJ GATE VjALVE�—,
1, SA 12 FW
--- — — — — — — — —
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S� 3
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BENEATH ROAD
39 LF 4" DIP @ 21.12%
ELEa®> 617.6 4 620
14 LF 4" DIP @ 6.35%"
CONNECT TO BACKWASH
TANK. SEE PROCESS PLANS),
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3+50
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NO SCALE
650 650
8 LF 2" PVC @ 0.19 % —N,
r 3 LF 2" PVC @ 0.00% WITH CHECK VALVE
SANITARY FORCEMAIN - ASCA GARAGE TO MAIN SANITARY LINE
NO SCALE
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PLANTING LEGEND:
ABBREV
BOTANICAL NAME
COMMON NAME
SIZE
ROOT
AH
ILEX OPACA & CVS.
AMERICAN HOLLY
6'-7'
B&B
RC
JUNIPERUS VIRGINIANA
EASTERN RED CEDAR
2
CALIPER
B&B
BH
ILEX CORNUTA "BURFORDII"
BURFORD HOLLY
2'-3'
CONTAINER
County of Albemarle
Conservation Plan Checklist - To be placed on Landscape Plans
(handbook, lap III-284-111-297 for complete speciilcadons)
1. The following items shall be shown on tlac flan:
❑ Trees to be saved;
Limits of clearing (outside dripline of trees to be saved);
LJ Location aind type of protective fencing;
® Grade changes requiring tree wells or walls-,
Ll Proposed drenching or tunneling beyond the limits ofciearn)
2. Markings:
Li All trees to be saved shall be marked vvith print or ribbon at a height clearly visibl ; t0 e(ji_tii)r11 nt
"yy - ,. .. t� (1 3 9 . a +l S 3 s ! } '4 Cd L... 9 0 1 S!' 4i 1 m •»f 8 9 ° rm t..f F i ".!' S S "L-1 a... ! VI, 3 �__ d .t s 7 !--A
TREE WELL OR
TREE WALL MUST BE SUBMITTED � �� ""HE
COUNTY FOR APPROVAL.
4. TR A I E D IMMEDIATELY Y
M GED TREES SHALL ��-
B H
' PRUNING, FERTILIZATION ION OR OTHER METHODS HODS RECOMMENDED
y;`� B
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PLANTING LEGEND:
BOTANICAL
COMMON NAME
EASTERN RED CEDAR
2 V2
I CALIPER
OUnly 0 E,913.atle
Conservation Plan Checklist -To be placed on Landscape Mans
(Handbook, pp 111-284-111-297 for cornplete specifications)
The following items shall be shown on thcj� 4
• 'Frees to be saved, o.
• Limits of clearing (oulside dripline of trees to bt sLi.ved),
r T - - , -1 ` I . 11 .
0 10 20
SCALE IN FEET
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TYPICAL FOUNDATION
INITIAL BACKFILL
01
ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL
G
-ONE
ROCK
UNDER -CUT CONDITION
MIN. 6
BEDDING
�68 OR
#57 STONE
1
0 T ES
R'E_ --MOVED TO A MINIMUM OF 1. ROCK SHALL BE 6" BELOW THE PIPE AND
2 MINIMUM CLEARANCE TO THE SIDES OF THE PIPE.
Z_. #: 7 OR #68 STONE SHALL BE PLACED AGAINST UNDISTURBED SIDES
AND BOTTOM OF I-RENCH TO THE SPRINGLIKE OF "THE PIPE.
.3 ).NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BA"-*'KFII L.
4-..THE INITIAL_ BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
5, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
No
FOR ALL BENDS
SECTION 1-1
45* MAX.
2 L FOR BENDS 8" & SMALLER
USE STRAP ON BEND WITH
ANCHOR BOLT ON CENTER LINE
_ _ _ _ OF BEND.
FOR BENDS 10" THROUGH 12"
5* MAXf USE 2 STRAPS ON BENDS
;PL PLUG ADJACENT TO BELLS.
FOR 18" BEND USE 3 STRAPS D
AS SHOWN. uj
2 y
4 BARS @ 12" ON CENTER
FOR 12" BENDS & LARGER
B
ELEVATION
FOR TEE OR WYE FITTINGS
WIDEN TRENC
ACCOMMODAT
ANCHOR IF
REQUIRED.
N G AS
ARED
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE: AND PLUGS
VOL
SIZE
OF
(FEET)
CU.YD.
E
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0,24
Ff
4" & 6*
45 1/2
22
2.00
1.50
2.25
2.00
2.60
2.52
0,15
GAU
2.00
2.25
Z50
0,15
1 1/4
1
1.50
2.00
2.50
10
0110
90
3*66
3.16
3.21
0.48
45
266
2.66
2.77
0.26
22 1�2
T66
2.16
2.69
r% 13
3.16
2.91
2.66
0.32
11 1 4
1:66
2.16
2.67
0.13
90
4.83
3.83
'5,3
3.42
0.83
10" & 12'
45
221/2
3.33
2.33
3:
2.58
2.95
2.86
0.43
0.24
3.83
4100
2.83
0.52
11 /4
1
1.83
2.33
2.84
0.18
90
6.39
4.82
4.53
1.83
16'
45
22 1/2
4.37
3.08
4.51
3.25
3.91
3.77
1.01
0.50
4.74
4,62
4.18
1.27
11 1/4
2.42
2.95
3.77
0.35
90
7.33
5,42
5,20
2.71
18,
45
22 1/2
5.00
3.54
5.07
3.66
4.50
4,33
1.50
0.74
5.30
5.00
5.00
1.84
11 1/4
2.78
3,33
4.33
0.53
90
8.08
5.90
5.44
3.40
20*
45
22 1/2
5.51
3.90
5.52
3.98
4.71
4.53
1.88
0.92
6.57
5.53
4.70
2.37
11 1/4
3.07
3.62
4.53
0.66
90
9.83
7.00
6.00
5.42
24"
45
6.70
6.55
5.19
2.99
9.50
6.75
4.00
3.56
22 11/2
4*75
4.73
5.00
1.47
11 1/4
3.73
4.30
5.00
1.05
90
14.5
9.50
6.00
10.85
30*
45
10.5
7.50
4.68
4.84
12.0
8.25
4.75
6.53
22 1/2
7.00
5.75
4.54
2-40
11 1/4
4.50
4.50
4.51
1.20
90
17.0
11.0
7.00
17.18
36*
45
22
12,5
8:50
8.75
6.75
5.20
5. 04
7.47
3.80
14.0
9.50
5.50
10.16
11 11�2
4
550
1 5.25
5.01 1
1.90
SECTION 2-2
1. USE MINIMUM 2500 PSI CONCRETE
lN THE TRENCH.
2. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO INTERFERE WITH JOINT OR RESTRAINT
6. BELL HOLES SHALL BE DUG OUT IN ALL CASES. HARDWARE. PLASTIC SHEETING MAY BE PLACED OVER PIPE OR FITTINGS TO PREVENT CONCRETE FROM
ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED
SOI L.
3. THE DESIGN ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST
BLOCKS.
E
WIDTH DIM. "I"
THICKNESS OF
FILLET WELD STRAP =1/4"
STANDARD HEX NUT
1/4" THICK
PLATE WASHER
3" THREAD
N
1" NOMINAL INSIDE 3Z4" ANCHOR
DIAMETER EXTRA BOLTS
STRONG STEEL PIPEF_ 11
�4 BARS @ 12
ON CENTER F
12" BENDS &
LARGER
_P#PE BELL
CONCRETE CLASS "B"
C
0 c- ("-N T1 (_11 K I
NOTES:
1 STANDARD 90* HOOK ON END OF ANCHOR
BOLTS TO FACE CENTER OF BLOCKS
2. PAINT ALL EXPOSED STEEL WITH 2 COATS
OF BITUMINOUS PAINT.
3. THE ENGINEER SHALL BE RESPONSIBLE TO
VERIFY THE TYPE AND SIZE OF ALL
THRUST BLOCKS AND BRACES.
4. THE ENGINEER SHALL CALCUALTE THE TYPE
AND SIZE OF ALL THRUST BLOCKS AND
BRACES FOR VETICAL BENDS IN PIPES
LARGER THAN 18".
ISION REVISION
E P 1 2 o. 11, g5i DUCTILE IRON WATER PIPE INSTALLATION DRAWING NUMBER: REVISION
SEPT 2015 DRAWING NUMBER: SEPT 2015
DATE: DATE: DATE:
CONCRETE THRUST BLOCKS
AND
NOT "TO BEDDING NOT TO
NOT TO
SCALE: WATER 1 SCALE: WATER
2 SCALE
SCALE RIVANNA WATER AND SEWER AUTHORITY SCALE RIVANNA WATER AND SEWER AUTHORITY SCALE
SCALE: NONE
SCALE: NONE
6"
USE. BRACING STRAPS,
ON ALL Plf:1E SIZES
CONCRETE CLASS B
CHART FOR UPPER
TI(` A I
VER BLOCKING
BEND
PIPE
SIZE
A
B
C
D
E
4" - 6*'
V-9"
2'-3�2v-6`
V-2"
2*-Oro' 11
i or�
2'-9"
30--9)'2;-6j1
29 0*!
- '31 ol I 2"
11 1/4'
12"
3$-O'p
4)-75'
S-0"12�'�-
18')
3P-601
5t-6'
323"
0, j p
4'_ 6 2 1 /2"1
41' - 6"
2'-6"
3'---0"
2'-6"
l '-6t'
-
2; _8"
311
31-011
4'-3"
22-6
2t61p
S-3` 2"
22 1/2'
101,
i3'--3"
5'-()"
2pp
12"
S-9"
6'-3'
3"
4Yz- �:l 2'
18"
5p0'
7)-Vf
S- 3"
4'-()"
qp
5' -a
4" - 6
3'-0"
7. 7
3'-3 2 1/
45'
10"
4-V*
V6"
3'-0"
}> pp
1/ wl
12"
5'-,3"
9'-0`
V-3
5'-0"
5-9"12 1/2"!
I
6'-6"
ll'_03'-9"
d
6 -0'
73 12 1/2'
f
DRAWING NUMBER:
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WATER
2500 P.S.I.
CON CRE T _
THRUST BLOCK
A5' CONCRETE "'FITNESS" POST I IN
j REO T E AREAS AS DIRECTED. MARKER
n j LOCATION MAY BE SUBJECT TO HIGHWAY
DEPARTMENT APPROVAL.
I I
I
11 FINISHED GRADE ---ti
12" MIN
ADJUSTABLE ABLE VALVE BOX W/ LID
BINGHAM & TAYLOR FIG. NO. 4905
(SCREW TYPE) OR APPROVED
EQU AL
M.J. GATE VALVE
LINE
2'x 2' BEARING AREA.
NOTE IN REMOTE AREAS, ''VALVE BOXES SHALL_ EXTEND SIX (6) INCHES ABOVE GRADE.
REVISION Ui�> 1000 DRAWING NUMBER:
DATE. ` ! TYPICAL GATE VALVE G
OT _-� WATER — SCALENf 1 1 0 L�—A—_ __ ��g V
SCALE j RIVANNA WATER AND SEWER AUTHORITY
'1 - TYPICAL
14 SCALE E
' iAND WHEEL
1 /2" NST OUTLET
DUCT 1L E PIPE
R ROADWAY I'L
i
z PAVEMENT
IM
-- D.I. CARRIER 36" MIN.
PIPE MJ WITH
36'� MIN. RESTRAINT GLAND
2'-0" 2'-0" 7' OR 8' 7' OR 8' 2'-0" 2>-0"
—�.► •�--- - -0. -••— -• ..•.•. r►
18' OR 20' JOINT OF D.I.
STAINLESS STEEL `
ZCASING SPACER.
END SEAL, TYPICAL EACH END
NOTES:
1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM
OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER,
2. ENDS OF CASING SHALL BE SEALED USING AN RWSA APPROVED END SEAL,
3. STAINLESS STEEL CASING SPACERS SHALL BE SPACED PER MANUFACTURER'S
INSTRUCTIONS. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE.
4. SEE RWSA DESIGN STANDARDS FOR MIN. THICKNESS OF CASING PIPE.
5. PROPRIETARY RESTRAINED JOINT PIPE MAY BE SUBSTITUTED FOR MECHANICAL JOINT
PIPE WITH RESTRAINING GLANDS WHERE APPROVED BY RWSA.
6. THE STEEL CASING PIPE INTERIOR AND EXTERIOR SHALL BE SHOP COATED WITH AN
APPROVED COAL TAR EPDXY FOR CORROSION PROTECTION. THE STEEL SURFACE SHALL
BE CLEANED BY REMOVING ALL RUST, MILL SCALE, OIL, GREASE, AND DIRT IN
ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL SSPC-SP6. TOUCH UP ALL
DAMAGED PORTIONS AND IMPERFECTIONS OF SHOP -PRIMED AND FINISHED ITEMS IN THE
FIELD. COMPLY WITH PAINT MANUFACTURER'S RECOMMENDATIONS REGARDING THE CURE
TIME PRIOR TO BACKFILL AND CURE TIME PRIOR TO INUNDATION.
REVISION SEPT2015 TYPICAL STEEL SLEEVE INSTALLATION DRAWING NUMBER:!
DATE:
NOT TO UNDER ROADWAYS WATER 10
SCALE: SCALE RIVANNA WATER AND SEWER AUTHORITY
i-
UNDISTURBED EARTH -
THRUST , z
BLOCKING II
(1 CONNECT 2" POLYETHYLENE
1 CUBIC YARD 1-1/2" ROCK LEAD TO 4"' DIP WATERMAIN
Via: �, TAR
�g ::.
WRAPPED E�..D IN b A� PAP.; OR
POLYETHYLENE SOLID CONCRETE BLOCK
NOTES:
1. YARD HYDRANT: ECLIPSE NO. 2 POST HYDRANT.
SCALE.- NONE
i
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SCALE: NON
� . r
0' -1 >,
REINFORCEMENT TO BE NO. 3 -0'-1"
STEEL RODS, SECURELY HELD
IN CAGES BY SPOT WELDED
NO. 4 WIRES ATTACHED TO ALL
BARS APPROXIMATELY 8" FROM
EACH END TO ENSURE PROPER
PLACING rr ^,-4},
I
REVISION SEPT 2015
DATE:
SCALE: NOT TO
SCALE
STEEL RODS
ES
GROUND LINE
)0 PSI CONCRETE
CONCRETE VALVE MARKER
RIVANNA WATER AND SEWER AUTHORITY
14 SCALE: NONE
CONCRETE PAD AS REQUIRED
AS REQUIRED PER MANUFACTURER
MINIMUM 1 1 /2", I I-ilICK INSULATION
LAYERS WITH JOINTS STAGGERED AND
EXTENDING 4' EACH WAY FROM WAlEFL:
MAIN CENTERLINE
�N MECHANICALLY
COMPACTS BACKS ILL
STOR EWER
E a� I TAIL ER CL ANL
BEND
9 3/4 TIE RODS
BEND (GALVANIZED' OR
RETAINER GLAND)
3/4" TIE RODS
(GALVANIZED OR BEND
RETAINER GLAND
NOTES:
1. INSULATION SHALL BE EXTRUDED POLYSYRENE (REPS' INSULATION
BOARD, "CERTIFOAM SE" OR "STYROF OAM SW OF EQUIVALENT,
EXCEPT AS FOLLOWS: INSULATION BOARD SHALL BE "CEFOA11
40" OR STYROFOAM HI-35 OR HI— 40" OR E(..)UIvZ NT.
2. INSULATION SHALL BE PLACED ON A SMOOTH, LEVEL L FOUNDATIoN
WHICH HAS BEEN FIRMLY COMPACTED.
3. SEPARATE LAYERS OF INSULATION USED TO MACE UP THE 3'"
THICKNESS SHALL HAVE STAGGERED JOINTS TO ENSURE- THE
CONTINUITY OF THE INSULATION.
4. LENGTH AND WIDTH OF INSULATION SHOWN ON PLANS IS
APPROXIMATE. _SEE TABLE 1 FOR ACTUAL WIDTH RE UIR�T D ONCE
THE ACTUAL DEPTH OF "WATER MAIN IS KN OWN.
SCALE: NONE
s �►
Lei ilk, I a
i
MARK SERVICE LOCATION WITH A STEEL FENCE
T—POST PAINTED BLUE AND A 2" X 2" WOOD I
POST FROM SERVICE STUB UP TO FINISHED
GRADE FOR LOCATION
FORD Al COVER
CURB BOX,
EXTEND TO
PROPOSED GRADE,-
__X
CURB STOP
A WM (L0, ATION VARIC-
% S
-IEATER
°+ CORPORATION STOP
PRECAST MANHOLE BLOCK -COPPER WATER SERVICE
(TYP) WITH 1" GOOSENECK TO
PROVIDE SLACK
NOTES:
1. SEE SPECS FOR SIZE AND TYPE OF
MATERIALS.
2. MAINTAIN 1 S" VERTICAL AND 24"
HORIZONTAL SEPARATION BETWEEN SEWER
AND WATER SERVICE LINES.
3. WHERE WM IS HDPE: USE ELECTROFUSION
CORPORATIONS SADDLES TO CONNECT TO
WM.
BULDIG WATER
SCALE. NONE
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BOLON 32C3f?/CLE.($34mm) DIA 1 1/2" (38mm) LETTERS
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PICKHOLES
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TAIN ROCK MATERIAL[3gmm]
PAVEMENT'
36"MINTHAN 5" IN ANYRNANM
WASER do
AUTHORTY
ON
D.I. CARRIER 36" MIN.
!
!
24 MI
WTIAL BACKFILL*
PIPE MJ WITH
36ll MIN. RESTRAINT GLAND
12"MIN (6" LIFTS)
1
I
O O 3/4" (19mm) LE17ERs S ¢
(RECESSED FLUSH) w
EMBEDMENT * THOROUGHLY COMPACTED
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BY NAND OR APPROVED
PICKBARS
1 1/8" (29mm) DIA BOSS
SPRING LINE MECHANICAL TAMPER
OF PIPE
HAUNCHING
2'-0' 2'-O" 7' OR 8' 7' OR 8' 2'-0"' ( 0
NO. 68 STONE
:BEDDING
— _
6" MIN.
I("�
18' OR 20' JOINT OF D.I.
STAINLESS STEEL
I
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FOUNDATION (SHALL BE
CASING SPACER, i(
1 1/2"
27 1/2- DIA
REQUIRED WHEN SOIL
[ [38mm]
I (698mm]
CONDITIONS ARE UNSTABLE)
END SEAL, TYPICAL EACH END
f! '
26 DIA
1/4"
[178mm]
ALL PIPE)
1 { [667 mm] I 26" DIA 1 1 /2"
_ 1t [661 mm] I [37mm]
1/4' (6mm) DIA
24" DIA NEOPRENE GASKET
�1J� [615mm]
i
28 7/16" DIA
[722mm] I 23" DIA I 3 1 /8"
1 a [58[79mm]
36" DIA 25" DIA DIA
NOTE
NOTES:
[915mm] [635mm]
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE
1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM
{4) 1 " (25mm} DIA HALES O.D. OF GASKET GROOVE
BACKFILLED ENTIRELY WITH NO. 21 A STONE.
OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER.
I __j
ON 32 3/4" (334mm) DIA
2. ENDS OF CASING SHALL BE SEALED USING AN RWSA APPROVED END SEAL.
I BOLT CIRCLE.
3, STAINLESS STEEL CASING SPACERS SHALL BE SPACED PER MANUFACTURER'S
FRAME SECTION SECTION
INSTRUCTIONS. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE.
4. SEE RWSA DESIGN STANDARDS FOR MIN, THICKNESS OF CASING PIPE.
I
5. PROPRIETARY RESTRAINED JOINT PIPE MAY BE SUBSTITUTED FOR MECHANICAL JOINT
PIPE WITH RESTRAINING GLANDS WHERE APPROVED BY RWSA.
i
6. THE STEEL CASING PIPE INTERIOR AND EXTERIOR SHALL BE SHOP COATED WITH AN
APPROVED COAL TAR EPDXY FOR CORROSION PROTECTION. THE STEEL SURFACE SHALL
BE CLEANED BY REMOVING ALL RUST, MILL SCALE, OIL, GREASE, AND (DIRT IN
ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL SSPC-SP6. TOUCH UP ALL
DAMAGED PORTIONS AND IMPERFECTIONS OF SHOP -PRIMED AND FINISHED ITEMS IN THE
FIELD. COMPLY WITH PAINT MANUFACTURER'S RECOMMENDATIONS REGARDING THE CURE
TIME PRIOR TO BACKFILL AND CURE TIME PRIOR TO INUNDATION.
REVISION
DATE: OCT 2015
TYPICAL MANHOLE FRAME & COVER
DRAWING NUMBER:
REVISION
DATE: SEPT 2015
TYPICAL SEWER
DRAWING NUMBER:
REVISION
DATE: SEPT 2015 TYPICAL STEEL SLEEVE INSTALLATION DRAWING NUMBER:
INSTALLATION IN TRENCH
UNDER ROADWAYS
NOT TO
SCALE: SOTTO
SEWER 5
EWER 7
TO
NOTEE
SEWER ,
RIVANNA WATER AND SEWER AUTHORITY
RIVANNA WATER AND SEWER AUTHORITY
SCALE:
SCALE
RIVANNA WATER AND SEWER AUTHORITY
SCALE:
SCALE
SCALE
" N ACI 6.
COVERg r` + ¢
AB
i9 d'
add AIR REll 'EASE
VALVE
BALL VALVE
BLIND FLANGE
1.59X1,5'X''
DEEP SUMP PIT
WITId FRP COVER
SCALE: NONE
SCALE. NONE
A
.'r1
27 ° RAMNECK ALL
AROUND (TYP)
4" BLIND FLANGE WITH 2"
THREADED HOLE AND 316
I SST NIPPLE
I
4» X 4" TEE
RESILIENT WATERTIGHT
RUBBER CONNECTION
3/4" SST RODS WITH
NUT AND 3" X 3" PLATE
WASHER (GALVANIZED)
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LOADING DOCK
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PLAID
STRUCTURE
6" PRECAST BASE 4'- IJ MAX
2 MIN _ 4 MAX (2" THICK) AD;JUSI ING
RINGS W/ MORTAR JOINTS [AIR ENTRAINEDJ,
PLASTER OUTSIDE, STRIKE INSOE. CLEAN,
PLASTIC, OR NiDE I E RIORA 1 ING SHIMS
SHALL BE USED WHEN NECESSARY.
aA
" MIN
RESILIENT WATERTIGHT
RUBBER CONNECTION
,4
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2. STRAIGHT TAPER WALL IS ACCEPTABLE.
6 CATCH BASIN OIL MH
1 SCALE. NONE
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RAPRFF) WIPF
'IF ROCK IS ENCOUNTERED WHEN
TING SE T LINE POSTS, DRILL HOLES 4
SETTING Ily
INCHES LARGER IN DIAMETER THAN
POSTS AND BACKFILL TO GRADE WITH
CLASS "B" CONCRETE
Line Post*
(INTERMEDIATE)
CONCRETE
— 12'' DIA --
Brace Post
SWING GATE FENCE DETAIL
M R WT =0
CONCRETE
— 16'' DIA ---
Terminal Post
(END, CORNER OR PULL)
HORIZC
BRACE
1
RACE BAR. CONNECT
0 POSTS WITH BRAG E
AND W/CUP,
TRUSS ROD
PULL, END OR CORNER & ADJACENT LINE POST
ZAM•
I PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITIONL
2. IF ROCK IS ENCOUNTERED WHEN SETTING LINE POSTS, DRILL HOLES
4 1��CHES LARGER IN DIAMETER THAN POSTS & BAICKFILL TO GRADE
WITH CLASS "B" CONCRETE.
3. ARCHITECTURAL GRADE FENCING PER SPECIFICATIONS.
4, TOP RAIL SHALL BE INSTALLED ON ALL FENCIINIG & GATES.
5. CONTRACTOR MUST VERIFY FENCE OPENING SIZE BEFORE
ORDERING GATES.
6. A CONCRETE ANCHORAGE SHALL BE USED FOR ALL 1 ERMINAL
POSTS AND FOR LINE POSTS.
7. THE TOP OF THE CONCRETE ANCHORAGE SHALL BE CROWNED 1
IN. ABOVE THE NATURAL GROUND.
8. BLACK POLY -COATED FENCING, SEE SPECIFICATIONS.
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CONCRETE MIX: SEE SPEC 32 18 20
wims-&-lo
A
NO. 4 REBAR ALL
7�_4_AROUND SLAB
rl__�DOWNSPOUT DRAIN
17 ) SCALE-, NONE
1� I
Ila
SCALE: NONE',
7' MIN ROLLED STEEL POST MNDO
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2" X 2" SCH 80 PV*
CLEANOUT WYll
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WITH FRP COVER
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CASTING WITH 2 MIN - ( 4 MAX �2'p
THICK)
ADJUSTING RINGS W/ MORTAR JOINTS [AIR
ENTRAINED], PLASTER OUTSIDE, STRIKE INSIDE
CLEAN. PLASTIC OR NON -DETERIORATING
SHIMS SHALL BE USED WHEN NECESSARY,
15
RAMNECK ALL AROUND (TYP)
— 1" BALL VALVE
— SST TAPPING SLEAVE FOR PVC PIPE
3/8" SST RODS WITH NUT AND
— 2" X 2" PLATE WASHER
(GALVANIZEED)
—FLO
CONCRETE
SUPPORT BLOCK
2 - NO. 4 REBAR
FILL BOTTOM OF MH WITH
GROUT TO FORM SUMP PIT
SLOPE GROUT TO SUMP
6" CONCRETE INTEGRAL
BASE SLAB
4$ - I -*-_-,,— MIN 8" BEDDING WITH
7 VDOT NO. 68 STONE
CONCENTRIC AIR RELEASE MH - SANITARY FORCE ICI
SCALE: NONE
SECTION
)NG POLYPROPYLENE OR
THYLENE
Q 1 1/2" WIDE STRAPS.
ITUTION
STS FOR STANDARD HOSE AND WIRE
SYSTEMS WILL NOT BE APPROVED.
,ROTECT TRUNK FULL CIRCUMFERENCE
ROM BOTTOM TO FIRST MAJOR BRANCH
T'j� A 1WITH TREE Ar-
ly,
mulmmilmowillm, "I
(__4_'�TREE PLANTING
17J SCALE: NONE
/—LIMITS OF MULCH
LIMIT S OF PLANTING HOLE
OF' ROOT SYSTEM
L! M 11 Z:)
xw
GUYING SY Sli-EM
POST
PLAN
NOTES:
1 STEEL POSTS TO BE: NOTCHED OR
DRILLED TO RETAIN 13UY WIRES.
PLACE OUTSIDE OFF ROOT BALL.
�-_
DRIVE PLUMB REE'GARDLES3
S OF
GROUND SLOPE.
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A. SEE DRAWING DE1 I FOR INFORMATION
REGARDING LIGHT FIXTURES 'LABELED ON'Ti�11-83
SHEET.
Z51 I t FHU I ulvit I Klub Type Qty Mounting Height LLF Description Lum. Lumens [MANUFAC]
18 15 0 15 30 S2 1 20'AFG 1.000 TEL16-FT-LED-14L-45 16005 LSI INDUSTRIES, INC
L
SCALE: V=15' W4 1 8'AFG 1.000 XWM-3-LED-03-30 3253 LSI INDUSTRIES, INC
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. ..... .......... . .....
SMAR -11 EC", -LSI drivers feature integ ral sensor which reduces drive current, when ambient
lantperaulraS exceed rated temperature
ENERGY SAVING CONTROL OPTIONS - DIM - 0-10 volt dimming enabled with LSI wifeless
controls.
OPTIONAL INTEGRAL MOTION SENSOR - Passive infrared motion sensor activates Switching
Of IlArninairp light levels. High level light is activated vilren passersby enter target zone and
,1 i,relsed to full bright in 1-2 seconds, Low light level (30% of maximum drive current)
1
is activated ,vhen target zone is absent of motion activity for 5 minutes and is gradually
I
ramped down (10 seconds) to low level. Sensor detection range 110' horizontal x 93'
vertical x 10 meters niaximum distance.
LEOS - Available with 500OK: 4000K or 3000K color temperature, 70 CRI min.
OPTICSiDISTRIBUTIONS - Ultra -high efficiency reflectors provide three distributions. Choose
from Type 2, Type 3 or 1�,,pe FT.
HOUSING - Three-piece die-cast aluminum housing is smoothly contoured low -profile shape,
Den Arrant of Energy hasarcurified representative product test
Mourifing hardware is stainless steel or electro-zinc plated steel, Housing and optical unit
data iand results in acicuidance with its Lighfirml Facts Piro ram.
are sealed with Extruded spicone gasket; Supply conductors with molded EPDM bushing,
Visit for specift catalog string-,.
.... .... .. . ..........
OPTICAL UNIT - Proprietary silicone refractor optics provide exceptional coverage and
uniformity. Pressure stabilizing breather allows super -tight protection while preventing
-,cling front building up inlernal pressures and vacuums that can stress optical unit seals
L,aP, 10 _59ttinv-1 t T
WALL MOUNTING - Gaivanized-steel universal wall mounting plate easily mounts directly
SvaPI
u ens LAL I red,
tolV'octagonal or square junction box. EPDM gasket is supplied to he installed between
?9 lI7
sc�,,
mountulig plate and function box, sealing junction box from entrance of water. Universal
plate permits fixture to be mounted in uplighting (indoor only) or downlighting position.
82
Optional PCie-111OLIntiI lng headset permits mounting to standard poles (XPMA).
ELECTRICAL .. Tvo-stage surge protection (including separate surge protection built into
Cintosare uodtDl
eleCtrOurG driven meets IEEE C62,41.2-2002, Location Category C. Available vvith universal
voltage power supply 120-277VAC (50/60FIz input) or 347-480VAC.
COVERAGE OIA6015,q
DRIVER - Drivers are dimming, standard. Components are fully encased in potting material for
IP65 moisture resistance, Driver Complies with IEC and FCC standards. Driver can be easily
SIDE VIEV4
accessed.
EMERGENCY OPTIONS - Optional integral einergency battery -back-up options are available.
"N
BB option Operates in 0°C to 60'C ambient temperature and CWEB operates in -20'C to
60'C ambient temperahrlre. When prn -nary AG power failure occurs, both options operate
a , S
VI
in LEDs far niinimum of 90 minutes.
4p,
's ac;
OPERATING T EMPERAI URE - -40'C to +50'C (-40'F to +122°F)
FINISH - fixtures are finished with LSrs DuraGripr polyester powder coat finishing process.
The DuraGrip finish vifthsfands extreme weather changes without cracking or peeling.
VIAPHANTY - LSI LED fixtures carry a limited 5-year avarranty.
'FOP VIOW
PHOOTONIETRICS - Please Visit our web site at wvyay.1si-indUstries.com for detailed
photometric data.
SHIPPING WEIGHT OR carton) 30 lbs./13.6Kg
it u
LISTING UL listed shed to ANSI/UL1 598, UL3750 and other U.S. and international safety
standards. Suitable for vx-t locations in dowillight position.
_prmlurl, or selected versions of this product, meet the standards listed below, Please consult factory
for specific requirements.
P
your
c@ us
"Ic USTED A R R A IP65
wet location
Pnor`-1 thiine Fixitne Type
rn ) 0 17
LSI ll[kj� S Mt.
alug 4, - ----- ____ -_- ----- . ........ . ... ...... .....
Cull, ...... . . ...... - ------- ... ... .... . ....... .... .
. ...... . ......... .
Gairpicig dk Project
... ... ... ............. . . .. ...... ... .. . ..... ........ .. .. ..... . . ... . ....... - .......... ..... . . ........ ........... .. ....... ........ .
Pfepared BIB Date
F,eatures & Specifications
Optical 3y3tefn
n engineered ind;vidual lenses made of optical grade
Praiycarl)onate for niaximurn light intensity.
Positioning or the LED modules within the housing result in light directed
to desired locations and reduces offensive light.
Types 111, IV, V, Forward Throtv and SLX Combo distributions are
av,allable. Select optics rotateable (see Performance Chart).
Delivers iinpfoved visual comfort by eliminating any glare arid providing a
v'rider smoother and more uniform light Output.
Available in 4500K color temperature.
LSI LEDs crud de higher lumen output and greater energy efficiency.
I'Viinimuni IRI or 72.0
Ste, clark Unrvers:ll Voltage, (190-277 vac) input 50/60 Hz or optional
high Voltage (480 Vac),
L70 Calcl-dated Life: 200,000 F Hours
• 0-10 volt dimming (101% - 100%) standard.
Driver is constant consul, Class 2, 120-277 Vac, 50-60 Hz
• High Efficiency Driver: minirmirn 88%
• Driver Off -State Power is 0 Watts
consirticUort
- Designed for corninetcial and industrial applications, providing cooler
operating temperatures, brighter light arid longer LED life,
Th.rt housing IS made of 1009% alunnintlin and utillms external airow fins
allont for greater treat dissipation.
Tire easy access driver
r compar[mentis a thermally independent
compartment, sepaiate Hoin LED generated hear, for cooler operation
and longer do mr life
.
• i lie thermal stacking heat removal teclmoloqy extracts heat train c6thin
t L-Dq arid COMPOnerits.
the housing movingnorn - iit atimy
Epoxy ri contolrnal coated boards
10're tj nil: 2 0. 0 11)
Tellus 1 1
I ED Area LighZ
utxbrig Compliant
& us 011 R
LISTED FA
Dimensions
Kr, , for
Photocell Res
.3; 3/ 37(10 , (�vf.,Sl 'r,,Jj,,:trtes Lic A i gnts
MIRADA WALL SCONCE (XWM)
LUMINAIRE ORDERING INFORMATION
FTYPICA, NIPLEi XWM FT LED 08L 50 UE W:H=T=IMS
Prefix
Distribution Light Source ontrung
Ulm temperature
Input Voltage Finish
Optional Controls
Optional Sensor/Options
XVJtA -
2 - type 2 LIP D 03L- 3,400 Lumens
50 - 5000K
UE - Universal BLK Black
Wireless Coulter systenr,,
sensor
arkl - None
1.4irada
3 I'vipe 3 04L - 4,400 Lumens
40 - 4000K
Voltage BF[ - &01117.6
is - Integral Mauon Sensor''
WA
('1AI'dc Throw) 061 - 3F00 Lurneus
3000K
it 20-277) GPT - Gmithite
aCIA - r'Itilimm C"Moof Bys"Ifl
Sconce
tT - Tv DeL - 8,600 Lumstis
� Pa
cl
�6 u'e,
",I",
Thou;
P'HV 347-48LP laidsft[ward
ole 0_10 volt omjtr.;c
813 - baper,, Nuk-urr'
WHT While
G1,1,1Bb - Cold Nuather Batow Back up6
Us- AtrLrnk 5,,apse rar:rc:
toolunting Boatset
,stunt
Stand -Alone Control
(lujatlk) - None
D1,10 - 0-10 volt dennionol
om exterill: signah
ACCESSORY ORDERING INFORMATION' (Accessories
are field installed)
D e-se-riptlari
Order Number
Description
order Number
XMI SW BLK Suriaco.'Nirinij 8cx (Avairabl",, nuack tnirO
3169156LK_
.0FK208 - DoupleFusigg
DFK208,
FK120slir g,'.c , --FLspng
,.. ', , _ ...................
FKI90
EFK240 � Mule Fusing
DF.K121110
iK277 - single Fusirg
FK277
.............. Dr <480-Douile Fusing ................. .............. .
FK347 - Seig7le Facing
FK347
INlsiPO Remote Corriguritor TOOF
5U4929
FOOTNOTES:
1 - For vmss contrvls ofonmdon See amlro!e SCilon -1, N't mrMiuf:!" tvivic
2 - Reflo[res ;i SiasU,Age, ancl. ovwide "Wifth ",o' ccriparble with o2e!ony lack -up.
Ras , I HL Optun, I it'll S M", Svnfc,� (Dayj aii & MOO) 'Faa rsv
3 - ra, r "'o"i 'i, fat,�, 1,xi
, ot xrripF.flre:e v'! 11 jots ()Pi;Qn
.1 - Not wrinpartnie vuh DuA or v/;,eless Uoiitnol v -0,itlil La��ri U! vp' 3, QPJ"'I ir. cw,,P1hrt xv te:rE) I.- to, emc?ue,ffnh,mn,:
DIMENSIONS
12-3/4"
(323 in)
Features & Specifications (Cont.)
Mounting
• The easy mount bracket makes installation to any style pole quick and
easy,
Tenon and other mounting accessories also available.
Warranty
- LSI LED Fixtures carry a 5-year vjarianty.
Listings
• LSI LED luminaires have been tested by an independent laboratory in
accordance with IESNA LM-79 & LM-80.
• Listed to UL 1598 and UL 8750.
• RoHS Compliant.
• State of California Title 24.
• American Recovery and Reinvestment Act Funding Compliant,
• Lighting Facts Approved,
• DesignLights Consortium qualified, Eligible for rebates from DLC member
utilities,
• Suitable For Wet Locations.
Luminaire Ordering Guide
7-1/2 .. ...... .............
1 4 -112" 0 (114mm)
-Lo 0 or
... - - ----- ............. 1- .. .......................
(134mm)
Fixture Type
10120i'-7
ELECTRICAL
DATA*
Lumens
120V
208V
240V
277V 347V 480V
Watts
8L
0.625
0,361
0,313
0,271 I O,216 l 0,156
72
IIL
0,917
0.529
0.458
0.397 0.317 10.229
110
14L
19L
1.250
1.350
0,721
0,779
O625
0.675 1
0,542 0.432 0,313
- . ... . ...............
0.585 0A67 0,338
149
169
....... . ... . -- - - ---------------
RECOMMENDED
11.11.1.1 ........ . . . . . ................
LUMEN MAINTENANCE'
... ....... . .... - . . ....... ...... ... ....................
......... ... ....
Ambient
................ _
Initial' 25 h r2
..... ... ...........
50 hrl 75 bra 100 hr3
-
0" C
9-88
:953
.915
877
84
10' C
'988
- 953
'915
.877
84
20" C
'988 -------
7-9-53
-915
i 877
.84
1 30' C
988
.953
.915
.877
988
'953
.915
877
.84
50' C
L 987
95
.869
1
I - Lumen else s at 25C fire, nalirilatcl per-1 10-21 oasad W1 Lfa-50fltiia zmu in-sru i0sen(J.
2 - In ace wmnco wun 0NATM-21-1 J. Projeoted V,,lhlesr re enf neripjaled V,11'. pascil on ume
kuraiju,is piafa,e dihiii, W4AL .uQ Ostota. rh nmi the. 01icr; jr,600!suua-
]il ac�ordanci,,,vith l ESNA I M-21-11r,alcula'vo vdlues fo'es'eit Ome durduotis Jot e'l"Ilsix Cries
fhe flESNA ! M-80-08 batal test duration for the de,,7,e
LUMMAIRE EPA CHART
Single
D1 80'
.7
%
09w
1.4
%
D120'
1.4
T90°
2.1
TN120-
21
-
090-
2-1
ITYPICAL ORDER EXAMPI_Fr TEL16 SC LED 19L 45 UNV BZA P CR
Family Light
Prefix Distribution Pattern' Source Lumen Package Color Tomp Volterra Finish Options/Controls
IELIQ = 16 Inch loul'us 3 - lype W
LED 81- - 8.000 jumena
45 4500K
1JNV - Universal Voltage
6LK Black,
PCR - Photoelectric Control
4 - Typo it,`
(120 277V)
BZA. - Bronze
I Receptacle (7 pin.)
FT Forwa d Throv,
14L - 14,000 lurrens
Fly - 480V
YJHT - While
It, Internal Cut-OffShield
5 - Type V
19L - 19,000, lunmons
relsv - momilic, sipmr
SP - sume piolection
SC - SLX Cornbo
1 M S - hiosgial Motion SensorI
.9 P - Round Pole Adaptor
ALSG Ut,,]V TL5 - AirLink5 pip
'I'vilst Lock Controllm-
ALSG UrIV TU - Ain -ink 7 Pit,,
Twist Loclk, Goritfollei
Notes:
1 - Rotateable optics: Add R for right facing, acid L for left facing.
2 - Type 3 not available fit 19L ouput package.
10/03/17 t_Sl ;r, d ust-ri&s inc 10-00 ANI,,. r" -e Rd. J 1 .
- C i McA0� 14,'? 2�- www jsi rdust,,.sc
:.,,,,r n - f�,, 13) 32500 - (1,)L& �ndijstries iric F,l P,:Qhts
I M311 7
INSTALLATION AND ASSEMBLY INSTRUCTIONS
XWM / XPMA Series
With Pole Mount Adaptor Option
WARNING: Risk of fire or electrical shock. Disconnect power before
installing or servicing.
WARNING: Wiring to be performed by qualified electrican only!
Tools recommended for installation:
1/2" and 3/8" drive ratchets
3/4" deep -well socket, 1/2" drive
5/16" socket, 314" drive
LUMINAIRE PREPARATION
I. Remove luminaire from packaging, taking care to protect lens and luminaire finish. Check packing slip to make
sure all parts are present before proceeding.
2. Luminaire may have been shipped with wall Mount bracket. If so, proceed to Step 3 below. If luminaire shipped
with pole mount bracket, proceed to Pole Preparation secion on next page. See below to identify brackets.
LUMINAIRE TOP
WALL MOUNT BRACKET
LUMINAIRE TOP USE THESE HOLES,
BOTH SIDES
ALIGN CENTER
HOLES FOP, PROPER
fflcl
ORIENTATION
POLE MOUNT BRACKET OF BRACKET
3, If luminaire shipped with wall mount bracket, remove (4) screws securing bracket to luminaire and set aside.
Remove, bracket.
REFERENCE FIGUREAT TOP OF PAGE 2 FOR STEPS 4-7.
4. Place N(* gasket into pole mount bracket recess (between mount flanges).
5. Position pole H101-int bracket so gasket faces luminaire back. Make sure bracket is properly oriented as shown
above! Pull wire leads thru center hole of bracket. Center mount holes over luminaire holes.
6. Secure pole mount bracket to luminaire using supplied (4) screws.
LSI Indusfiries Inc. IOCOO Alliance Road Cincinnati, 011ita 45242 (5 13) 793-3200 Fax (513) 793-0147 wwwJsi-industries.conri
647641 Rev. 11/16 1 /2 @ LSI Industries Inc.
Performance (Cont.
3, p'", 'U'C"CO P,:1:17'ricc- ptl t inc. /`,L r-�eserv=d. 1,X03/1 7
XWM / XPMA Wall Sconce to Pole, cont'd.
LUMINAIRE ---
POLE MOUNT
BRACKET WIT
STUDS
NOTE:POLE
NOT SHOWN
FOR CLARITY!
FLANGE NUTS
(INSIDE POLE)
POLE GASKET / \ POLE MOUNT
(OUTSIDE POLE) BRACKET GASKET
POLE PREPARATIOtl,
7. Lay pole on raised"4"l-face. Protect pole finish with soft cloth,
8. Feed wires from back of luminaire to center hole in pole, then out top of pole.
9. Line up threaded studs with top and bottorn notes in pole. insert studs into holes.
10. Secure luminaire to pole using supplied flange nuts. Tighten top nut first, then bottom nut, using ratchet an'd 3/41." socket.
7-
WARNING: Wiring to be performed by qualified electrician! Wire per National Electricali Code and local code.
IMPORTANT: Reference luminalre label for input voltage! Luminaire can be connected to 120-9277VAC7 50160
Hz or 347-48OV, 60Hz only.
IMPORTANT WIRING INFORMATION - Risk of electrical shock!
• Make certain supply wiring is not "Hot" before wiring lurninaire.
• Make certain supply voltage corresponds to lurninaire voltage, as marked on luminaire label,
11. Wire luminaire to incoming supply leads.
12. Insert wiring into pole. install pole cap.
13, The luminaire and pole assembly are now ready for installation to anchor bolts. When ei,ecting pole., use belts,
slings, or ropes -- do NOT use chain or cable.
NOTE: Before setting pole on anchor bolts, check to make sure pole and lurninaire are still positioned
correctly for desired light distribution. Set and level anchor bolts using nuts and washers provided
with pole,
14, Install base cover is supplied.
Installation Questions?
Call LSI Field Service Department at:
'1-800-436-7800 Ext. 3300
Fax: 1-877-861-1368
I-SlIndustries Inc. 10000AIliancL Road Cincinnati, Ohio 45242 (513) 793-3200 Fax (513) 793-0147
2/2 Phi 647641 Rev, 11/16
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