HomeMy WebLinkAboutSDP201700037 Plan - Approved Minor Amendment 2017-09-06i 1 1
GENERAL CONSTRUCTION NOTES
MINOR SITE PLAN AMENDMENT
(SDP 2016-00042)
JUNE 5, 2017
FINAL APPROVAL: '1/&/1J
PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS
ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES
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-
1.
WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER
%
CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON
TAX MAP / PARCEL #:
SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
PROPERTY ADDRESS:
THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
PROPERTY SIZE:
8.383 ACRES
ZONING:
COMMERCIAL OFFICE (CO)
2.
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY
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
PROPOSED USE:
CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
DRINKING WATER WATERSHED:
FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN
DAM INUNDATION ZONE:
YES
AIRPORT IMPACT AREA:
UNDERGROUND FEATURES.
3.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE
TOTAL # OF UNITS / DENSITY:
N/A
DENSITY BONUS FACTORS:
ALBEMARLE COUNTY SERVICE AUTHORITY.
3.
THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE
SPECIAL EXCEPTIONS:
1. DISTURBANCE OF 20' BUFFER ZONE ADJACENT TO RESIDENTIAL AND RURAL AREA DISTRICTS TO INSTALL
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
4.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION.
WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES.
3. ALLOW BUILDING TO ENCROACH INTO 50' MINIMUM SIDE YARD SETBACK ADJACENT TO RESIDENTIAL DISTRICT
- SECTION 4.20(A). APPROVED BY BOS ON 12/14/16.
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
4.
THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE.
6.
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE
5.
UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY
HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE
CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
7.
ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
6.
CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL
8.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE,
ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH
ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE.
9.
AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO
SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION
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
CHECKLIST.
STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS
BEFORE PROCEEDING WITH THE WORK.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS
8.
THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE
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
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,
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
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
2.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
3.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO
9.
THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE..
ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
10.
DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
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.
5.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
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
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
NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
ORDER TO STABILIZE A DRAINAGE CHANNEL.
12,
USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
STORING OR USING EXPLOSIVES ON-SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. WE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED
WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
8.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill.
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
9.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 GFR PART 1926).
DEPARTMENT OF TRANSPORTATION (VDOT).
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS
14.
CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE.
1.
CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT
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.
OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
16.
ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE.
2.
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE. SUBGRADE
SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED
17.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED
PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL
AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE
3.
SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY TH E COUNTY. ALL
EROSION CONTROL BOND.
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
18.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE,
4.
GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION.
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT.
ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY.
WHEN GUARDRAIL IS REQUIRED;, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER
19.
PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
WIDTHS SHALL BE INCREASED T'0 SEVEN (7) FEET.
CHANNEL.
5.
WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C).
20.
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 STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER.
6.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1.
21.
ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS.
7.
COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE
STRICTLY ADHERED TO.
22.
ALL PERPENDICULAR PARKING SPACES ARE TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16WHERE A 2' OVERHANG IS POSSIBLE.
8.
ROAD PLAN APPROVAL FOR SUB3DIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING
23.
ALL OFF-SITE PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
24.
ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A SX 18' PAINT -OUT AISLE OR A 8' X 18'
9.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY
PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL
ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
25.
LOADING SPACES TO BE 12'x 25WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
10.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
26.
SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30".
11.
THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
27.
LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES.
12.
VDOT STANDARD CD -1 OR CD -2 ICROSS-DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN
28.
UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE.
ON THE ROAD PROFILES.
29.
PARKING AREAS ARE NOT TO EXCEED 57o GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE INOT TO EXCEED 2% IN ANY DIRECTION.
13.
A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
30.
DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING.
RWSA CONSTRUCTION NOTES: SEE SHEET 2
31.
SIDEWALKS TO BE A MINIMUM WIDTH OF 5, EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER
VDOT STANDARDS.
STANDARDS AND SPECIFICATIONS
32.
UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE
1.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007.
CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB -1 BEDDING.
2.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008.
33.
ALL PVC CONDUIT SHALL BE SCHEDULE 40.
3.
VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011.
34.
UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P .ALL WATER SERVICE LATERAL TO BE TYPEK' COPPER TUBING.
4.
VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD
35.
ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM
EDITION, 1992.
36.
GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE
5.
INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION.
SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE.
6.
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009.
37.
SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE ELEVATIONS.
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.
38.
FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS.
8.
INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003.
39,
SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS.
40.
FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS.
SURVEYOR'S
LEGEND UTILITIES LEGEND DEMOLITION LEGEND
41.
FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS.
BH
BORE HOLE GAS LINE G TBS TO BE SAVED
BM
BENCH MARK PHONE LINE UGT TBR TO BE REMOVED
42.
ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVIITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY
CO
CLEAN OUT OVERHEAD ELECTRIC OHE EX. EXISTING
CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED ATA
DIP
DUCTILE IRON PIPE SANITARY SEWER
SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES.
E
SANITARY SEWER MANHOLE UNDERGROUND ELECTRIC GE
SITE ELEMENT TO BE REMOVED
IF
IRON FOUND WATER LINE W
43.
ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION
MF
MONUMENT FOUND EX. STORM DRAIN LINE
AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR
PF
PIPE FOUND PROP. STORM DRAIN LINE ` TREE TO BE REMOVED
\
SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE,
PKNS P -K NAIL :SET '/
S
SIGN UTILITY LINE TO BE REMOVED
44.
ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
WM
WATER METER
WV
WATER VALVE
45.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
240AK40
- 24" OAK W/ 40' CANOPY DIA.
SITE DATA
DEVELOPER:
REGION 10 COMMUNITY SERVICES BD, INC. 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903
V V V V \�
CONTACT: KATHY WILLIAMS
PROPERTY OWNER:
REGION 10 COMMUNITY SERVICES BD, INC. 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903
%
CONTACT: KATHY WILLIAMS
TAX MAP / PARCEL #:
76-46F
PROPERTY ADDRESS:
502 OLD LYNCHBURG ROAD
PROPERTY SIZE:
8.383 ACRES
ZONING:
COMMERCIAL OFFICE (CO)
MAGISTERIAL:
SCOTTESVILLE
COMPREHENSIVE PLAN:
NEIGHBORHOOD 5 - COMMUNITY MIXED-USE
PROPOSED USE:
SUBSTANCE ABUSE TREATMENT CENTER FOR WOMEN
DRINKING WATER WATERSHED:
NONE
DAM INUNDATION ZONE:
YES
AIRPORT IMPACT AREA:
YES
ENTRANCE CORRIDOR:
YES
TOTAL # OF UNITS / DENSITY:
N/A
DENSITY BONUS FACTORS:
NONE
WAIVER / VARIANCE REQUESTS:
DISTURBANCE OF MANAGED SLOPES
SPECIAL EXCEPTIONS:
1. DISTURBANCE OF 20' BUFFER ZONE ADJACENT TO RESIDENTIAL AND RURAL AREA DISTRICTS TO INSTALL
PROJECT ENTRANCE - SECTION 21.7(C). APPROVED BY BOS ON 12/14/16.
2. DISTURBANCE OF 20' BUFFER ZONE ADJACENT TO RESIDENTIAL AND RURAL AREA DISTRICTS TO INSTALL
LANDSCAPE SCREENING OF PARKING AND BUILDING - SECTION 21.7(C). APPROVED BY BOS ON 12/14/16.
3. ALLOW BUILDING TO ENCROACH INTO 50' MINIMUM SIDE YARD SETBACK ADJACENT TO RESIDENTIAL DISTRICT
- SECTION 4.20(A). APPROVED BY BOS ON 12/14/16.
SURVEY SOURCES: LINCOLN SURVEYING (434) 974-1417
THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON MARCH 24, 2016
DATUM: HORIZONTAL NAD -03 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88.
BENCHMARK: SEE SURVEY
MISS UTILITY TICKET NUMBER: 6608801898-006, A608500367-OOA
V Y V V V V V Y V V V V V V V V
V V/ V
V V V V \�
LAND -USE BREAKDOWN: LAND -USE
SF
AC
%
BUILDINGS:
21,246
0.488
6%
PAVED AREA:
160,126
3.676
4C%
PERVIOUS/OPEN AREA:
183,779
4.219
50%
TOTAL SITE ACREAGE; 365,151 8.383 100%
BUILDING SQUARE FOOTAGE: 11,820 SF EXISTING
9,426 SF PROPOSED
21,246 SF TOTAL
JLIBAC:KJ:
10' MINIMUM I -RUNT BUILDING SETBACK
DAY WEEKDAY
30' MAXIMUM FRONT BUILDING SETBACK
50' BUILDING SETBACK ADJACENT TO RESIDENTIAL
TRIP GENERATION RATE 12.94 VPD/BED
20' PARKING SETBACK ADJACENT TO RESIDENTIAL
TOTAL 156 VPD
20' BUFFER ZONE ADJACENT TO RESIDENTIAL
MAX. HEIGHT OF STRUCTURE:
65BY CODE
40' EXISTING BUILDING
33- 11" HEIGHT PROPOSED BUILDING
NUMBER OF EMPLOYEES:
8
RECREATIONAL AREA:
N/A
LANDSCAPE REQUIREMENTS:
SEE LANDSCAPE PLAN FOR CALCULATIONS
PARKING REQUIREMENTS: A MINIMUM OF 12 PARKING SPACES REQUIRED PER 08/08/16 APPROVED PARKING DETERMINATION LETTER
PARKING PROVIDE: 14 PARKING SPACES PROVIDED
TRIP GENERATION ESTIMATES:
LAND USE CODE 610: HOSPITAL (12 BEDS)
DAY WEEKDAY
WEEKDAY WEEKDAY SATURDAY SUNDAY
AM PEAK HOUR GEN. PM PEAK HOUR GEN.
TRIP GENERATION RATE 12.94 VPD/BED
1.45 VPH/BED 1.60 VPH/EMP. 2.55 VPD/BED 7.19 VPD/BED
TOTAL 156 VPD
18 VPH 20 VPH 31 VPD 87 VPD
SITE NOTES:
1. THE PROJECT ADDS THE 1,436 SQUARE FOOT EASE 2 ADDITION TO THE RECENTLY APPROVED 7,990 SQUARE FOOT BUILDING FOR PHASE 1
2. THE SUBJECT PROPERTY IS IN THE DEVELOPMENT AREA AND NOT WITHIN A DRINKING WATER WATERSHED.
3. NO PORTION OF THE PROPERTY IS WITHIN THE 100 -YEAR FLOODPLAIN.
4, THE EXISTING VEGETATION OF THE SITE IS MIX OF PAVED PARKING LOTS AND OPEN TURFED/LANDSCAPED SPACE.
5. ANY SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE: SUBMITTED AND FILED SEPARATELY BY THE
OWNER.
6. TRASH WILL BE CONTAINED IN 64 GALLON, WHEELED TOTES LOCATED IN A SMALL, ENCLOSED CORAL ADJACENT TO THE PARKING LOT.
REVISIONS:
waterstreete-,
lan"iscape architecture I civilengineering
4-8 E Main Street :1.;4.29;.5 77 Cliariottesv l e, VA 22902
o��ALTx op� y �
/F // _ 1 I 4,
10
Li . N0.35326 w
professional seal
ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
REGION TEN
WOMEN'S SHELTER
prolecT name
REGION 10 COMMUNITY
SERVICES BD, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MINOR SITE PLAN AMENDMENT
project phase
JUNE 5, 2017
issue date
- 04/30/17, SITE PLAN APPROVAL
- 07/05/17, MINOR SPA
1 08/21/17, COUNTY COMMENTS
revisions
COVER SHEET
sheet title
L 1 000
sheet number
TITLE REFERENCES
k
TOPOGRAPHIC SURVEY OF A PORTION OF
L N C"004, L N
REGION
TAX MAP 76 PARCEL 46F
LOCATED ON STATE ROUTE 780
SERVICES
BOARD, INC.
1
3039
THOMAS B. LINCOLN
D.B,
3838
LIC. NO. 1326
D.B.
2409
P. 412 DOT
D.B.
2190
Innovation. Integrity, Vision.
D�B,
DATE:MARCHI 24, 2016 CONTOUR INTERVAL: 2'
632 BERKMAR CIRCLE
0
S
NAVID '88 VERTICAL DATUM
SHEET 1 OF 21
CHARLOTTESVILLE, VIRGINIA 22901
D.B.
1563
P. 38 COMM, OF VA.
D.B.
1555
TITLE REFERENCES
FOR
TMP
76-401`.
REGION
TEN COMMUNITY
SERVICES
BOARD, INC.
D�B.
3039
P. 209
D.B,
3838
P� 96 PLAT
D.B.
2409
P. 412 DOT
D.B.
2190
P. 744
D�B,
2188
P. 87 PLAT
D.B.
2108
P. 70
D.B.
1563
P. 38 COMM, OF VA.
D.B.
1555
P. 223
D. B.
1555
P. 215 ACSA
n.B�
1555
P, 207
D.B.
1227
F. 28 COMM. OF V8.
D.B.
1093
P. 605 vEPCO
D�B,
1083
p, 802 vEPCo
D.B.
1005
P. 483 PLAT
D.B.
789
P. 80 ACSA
D.B.
748
P. 259 VEPCO
D.B.
722
P. 518 PLAT
D.B.
492
P. 371 PLAT
D�B.
446
P. 364 VT&T
D, B.
437
P, 642 vEPC0
D.B.
437
P, 373 VTuT
D.B.
40e
P. 248 VTaT
D,B�
231
P. 175 vPGC
HVVpB X|
P. 317-319
LEGEND.
APT = ABOVE GROUND PROPANE TANK
BG ~ BASKETBALL GOAL
BNF = BIG NAIL FOUND
CO = CLEAN OUT
D| ` DROP INLET
DIP = DUCTILE IRON PIPE
FH = FIRE HYDRANT
FP ` FLAG POLE
GL = GROUND LIGHT
6B ~ GRATE
IF = |R0M FOUND
IS ~ |HOm SET
LP ^ LIGHT POLE
PE = POLYETHYLENE
PKmp = P -K NAIL FOUND
PT = POWER TRANSFORMER
PVC = POLYVINYL CHLORIDE
8 = SIGN
6DMH ~ STORM DRAIN MANHOLE
SMH ` SANITARY SEWER MANHOLE
TP ~ TELEPHONE PEDESTAL
TT = TELEPHONE TRANSFORMER
TVP = TV PEDESTAL
UGE ` UNDERGROUND ELECTRIC LINE
UGT ` UNDERGROUND TELEPHONE LINE
VP , UTILITY POLE
WS ` WATER SPIGOT
vVY WATER VALVE
COOOCOCOOCCOO. RIP RAP
= VVOODL|NE
. FENCE
^ SANITARY SEWER LINE
— = = = STORM DRAINAGE LINE
~ TELEPHONE LINE (UNDERGROUND)
= WATERLINE
11
~ ELECTRIC LINE
= FIBER-OPTIC UNE
TREE LEGEND.
ASH ~ ASH
CDF ^ COFFEE
CHR = CHERRY
DW ^ DUG WOOD
n\C ~ HICKORY
LOC =LOCUST
MAG, MAGNOLIA
MAP . MAPLE
OAK= OAK
PINE . PINE
POP . POPLAR
RB ~ RED BUD
RO , RED OAK
SYC =SYCAMORE
TREE ~ UNKNOWN SPECIES
WP . vVmTe PINE
THIS TOPOGRAPHIC MAP WAS PREPARED FOR:
REGION TEN COMMUNITY SERVICES BOARD' INC.
DECLARATION IS MADE TO THE ORIGINAL
PURCHASER. IT IS NOT TRANSFERABLE
TO SUBSEQUENT PURCHASERS,
THIS SURVEY WAS PREPARED WITHOUT
THE BENEFIT OF A TITLE REPORT.
SOME EASEMENTS OTHER THAN THOSE SHOWN
HEREON MAY EXIST.
TMP 75-45F IS ZONED: COMMERCIAL OFFICE
TMP 70'40F IS IN THE S[)OTTSV|LLE MAGISTERIAL DISTRICT
TMP 70-40F IS IN THE NO{)RES CREEK WATERSHED
THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X
(UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOODPLAIN)
AS SHOWN ON FIRM COMMUNITY PANEL 510006 0269 D
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY.
DATED' FEBRUARY 4, 2005
THIS TOPOGRAPHIC SURVEY OF A PORTION OF TMP 76'46F,
WAS COMPLETED UNDER THE DIRECT AND
RESPONSIBLE CHARGE OF THOMAS B. LINCOLN FROM
AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION;
THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED
ON MARCH 24, 2010; AND THAT THIS PLAT. MAP. OR
DIGITAL GEDSPAT|AL DATA INCLUDING METADATA
MEETS MINIMUM ACCURACY STANDARDS UNLESS
OTHERWISE NOTED.
| HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP' TO THE
BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS
CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES
AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE
BOARD OF ARCH|TECTS, PROFESSIONAL ENGINEERS, LAND
SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND
INTERIOR DESIGNERS. | ALSO CERTIFY THAT THE BOUNDARY
SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY.
VICINITY MAP 1" = 1000'
5TH STREE-T_�
SCALE IN FEET
0 10 20 30 40
80
11
�
_
�
RAP
412.27
f 408,36
WV
TO
RL
Loc
WV
if
427.97
UJ
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-
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NOTE: THE LOCATION OF EXISTING UNDERGROUND UT|L|T|ES ED -1
IS SHOWN IN AN APPROXIMATE WAY ONLY, UTILITIES ARE -^ ~ Is ON /.�E �^
LOOA.TED USING UTILITY COMPANY LOCATIONS, ALBEM8RLE UTILITY
MAPS' AND FIELD VERIFICATION, THE CONTRACTOR SHALL >
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES _E�,
BEFORE COMMENCING WORK, HE AGREES TO BE FULLY U',
RESPONSIBLE FOR ANY AND ALL DAMAGES YVH|0H MIGHT BE /C�G
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND Noaeo��o
PRESERVE ANY AND ALL UNDERGROUND UT|L|T|ES, TMP 76'46A /
GAMBIT, L.L.C. AND SNOW PAWS, LLC
MISS UTILITY OF V|R8|N|8 TICKET 0
^B608801888-O0B' A008500307 00A DB� 4573 P� u/D
D.B.n�� P. 96-97 PLAT / A P�OcRT|�[�N OF
WERE USED FOR UNDERGROUND UTILITY LOCATION D.B. 21*8 P. 105 PLAT
TMP 76_40F24^ ROp-|-/`
~_^
4_3
91/
"" SOME CENTURYL\NK OD��UN|�8T|ONS LINES NOT MARKED IN FIELD ��� 4�5.7� �\oEVEN WITH REPEATED REQUESTS FOR DELINEATIONS TO MISS UTILITY "`
\�
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laDdi5C8pe8r[hite[LUre 1 civil engineering
4/Q E Main Sheci 434.295-3177 [hzdoitesviUr, VA 22q02
Alan G. Franklin
�
L��o �
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professionalseU|
/\LAK] FRANKLIN PE
project manager
JESSE CALDER
project teom
REGION lE
WOMEN'S
SHELTER
�� U�_U 7-����
��~� � � X��� �-A�� �� �� �� F -U � ����
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���V|[~�� �[l INC.^-.`,.^~�°�^�''"~��
client
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.A��| /�TT��VU | � V|���\W|� ���A�
~~. " "`��^. . �° , .��`-' VIRGINIA `" ` �-�' "°project address
'`
N�
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project number
MINOR SITE PLAN AMENDMENT
project phose
JUNE v, 2017
issue date
-0�/��/l/l7 �|T�P| �N �PP���lV�|
v-,/`/`'/ / / ' `/..`- PLAN `. � ' `. . .`�/ , ' `�
_ O7/��/l7 k�\N[�� ���
u,/v`,/ /', /,m~��.`v/ ,.
l 08/21/17 COUNTY COMMENTS
revisions
EXISTING
CONDITIONS I
sheet title
N 0 l[/ 2040
sheet number
N
0 10' 20' 40'
w ate rstreet.:�"
landscape architecture I civil engineering
z- 8 E Main St.(eet-
434.29 .8177 Charlottesville, VA. 22902
NVTH OF '
Alan G. Franklin
Lie. No. 35326
0 IV A L
professional seal
ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
REGION TEN
WOMEN'S SHELTER
project name
REGION 10 COMMUNITY
SERVICES BD, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MINOR SITE PLAN AMENDMENT
project phase
JUNE 5, 2017
issue date
- 04/30/17, SITE PLAN APPROVAL
- 07105117, MINOR SPA
1 08/21/17, COUNTY COMMENTS
revisions
EXISTING
CONDITIONS 2
sheet title
L 1 002
sheet number
—`- ONE --
OHE
ry p
OHO —
OHE
'v—
y
S-101PNIWA-F.—
BASIN! 0
±`M21 AC,
BAR VqpE FENCE Ix X x
x — x — x x X X X X X
X
0
WOODLANDS LAND PROJECT, L L C
D. B. 45R5 F. 167 D. B. 3453 F. 276-277 PLAT
R-75 RESIDENTIAL
EXTEND EX. VDOT
STD. CG-4/CG-6
Z
oe
oe
.000,
STATE ROUTE 780
OLD L YNCHBURG ROAD
VARIABLE WIDTH RIW
....... . . ----------- -----
C- f -r' K I,- %A/A I V
z
TMP 76-445A
GAMBIT L.L.C. AND SNOWPA WS, LLC
D. B, 4573 F. 270 D. B, 3038,P, 96-R7 PLAT
D.B.2168F. 705 PLAT
R-2 RESIDENTIAL
9�c-'
\01
°G
A
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CG -2, TYP.
IZ
z
ROPOSED VDOT STD.
CG -9A ENTRANCE
GUTTER
44' INGRESS AND EGRESS
Z—EASEMENT
D.B. 2768 P 70,87FLAT
TMP 76-54A I
ASH UNI VERSITY PLA CE, L. /0,
D. B. 4580 F. 539 D. B. 21 e8 F. 705 PLAT
R-75 RESIDENTIAL
DECISION
POINT C
0 10' 20' 40'
waterstreet"".
lanascape architecture I civil, engineering
418 E Main SL-Ieet 4341.295.S'�7 Chlarlouesville, VA, 22902
7�N�'TH op,
4"
Alan G. Franklin
Lic. No. 35326
0 N A L
professional seal
ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
REGION TEN
WOMEN'S SHELTER
project name
REGION 10 COMMUNITY
SERVICES BD, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MINOR SITE PLAN AMENDMENT
project phase
JUNE 5, 2017
issue date
- 04/30/17, SITE PLAN APPROVAL
- 07105117, MINOR SPA
1 08/21/17, COUNTY COMMENTS
revisions
LAYOUT PLAN
sheet title
L 1 003
sheet number
_4
4
4-
y
4 -
MULCH PEDESTRIAN
TRAIL W/ TIMBER STEPS
WHERE NEEDED, TYP.
N,
\
Z
oe
oe
.000,
STATE ROUTE 780
OLD L YNCHBURG ROAD
VARIABLE WIDTH RIW
....... . . ----------- -----
C- f -r' K I,- %A/A I V
z
TMP 76-445A
GAMBIT L.L.C. AND SNOWPA WS, LLC
D. B, 4573 F. 270 D. B, 3038,P, 96-R7 PLAT
D.B.2168F. 705 PLAT
R-2 RESIDENTIAL
9�c-'
\01
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A
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CG -2, TYP.
IZ
z
ROPOSED VDOT STD.
CG -9A ENTRANCE
GUTTER
44' INGRESS AND EGRESS
Z—EASEMENT
D.B. 2768 P 70,87FLAT
TMP 76-54A I
ASH UNI VERSITY PLA CE, L. /0,
D. B. 4580 F. 539 D. B. 21 e8 F. 705 PLAT
R-75 RESIDENTIAL
DECISION
POINT C
0 10' 20' 40'
waterstreet"".
lanascape architecture I civil, engineering
418 E Main SL-Ieet 4341.295.S'�7 Chlarlouesville, VA, 22902
7�N�'TH op,
4"
Alan G. Franklin
Lic. No. 35326
0 N A L
professional seal
ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
REGION TEN
WOMEN'S SHELTER
project name
REGION 10 COMMUNITY
SERVICES BD, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MINOR SITE PLAN AMENDMENT
project phase
JUNE 5, 2017
issue date
- 04/30/17, SITE PLAN APPROVAL
- 07105117, MINOR SPA
1 08/21/17, COUNTY COMMENTS
revisions
LAYOUT PLAN
sheet title
L 1 003
sheet number
3
WOODLANDS LAND PROJECT; LLC
47�,__INV D. B. 4585 F. 167D.3. 3453 F. 276-277 PLAT
��7 58 R- 15 RESIDENTIAL L
4
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418 E- Mein SL-lec,-i 41.34.297.81-- ChaHattesville, '/,\ 22C,102
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vol
(F
Alan G. Franklin
9
Lic. No. 35326 ):T4
0 INV A L
professional seal
ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
REGION TEN
WOMEN'S SHELTER
project name
REGION 10 COMMUNITY
SERVICES BD, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MINOR SITE PLAN AMENDMENT
project phase
JUNE 5, 2017
issue date
- 04/30/17, SITE PLAN APPROVAL
- 07105117, MINOR SPA
1 08/21/17, COUNTY COMMENTS
revisions
GRADING & UTILITY
PLAN
sheet title
04�L A
L•
0�,I r (
sheet number 0 N
PLANT SCHEDULE
QTY, I SYMBOL IScienfific Name
Icommon Name
(Size
Ispacing
IRoopt
to Year canopy
OVERALL SITE TREES
Thread Leaf Blue Star
I qt.
191 O.C.
CONT.
AM
Amson;o fabernaemonfano
6 BN
Betula nigra 'Cully'
River Birch
2.5" Cd.
AS SHOWN
B&N
397 4382
6 GB
:Gingko biloba'Frinceton Sentry
Maidenhair Tree
2.5" Cal.
AS SHOWN
B&&
14 84
5 QB
Quercus bico for
Swarrp White Oak
2.5" Cal.
AS SHOWN
B&B�
524 2620
CONT.
MC
Myrica cericil era Don's Dwarf'
Dwarf Wax Myrtle
241" Ht.
3' O.0
5086
OVERALL SITE SHRUBS
Nepeta x fassenii 'Walker's Low'
Catrdnt
:1 qt.
18" O.C.
CONT.
38 CA
Clethra afnifolia'Hummingbird'
Sun-roersweet
24" Ht.
3' O.C.
CONT.
PvS
34 FM
-Fothergifla major'MountAirl
Witch Alder
24" Ht.
4' O.C.
CONT
Panicurn virgatum'Shenandoah'
44 IV
^Itea virgin ic a 'Henrys Garnet'
Sweetspire
Ht.
3' O.C.
CONT.
Orange Coneflower
36 MC
M yrica cericifera, 'Don's Dwarf'
Dwarf 'Wax Myrtle
24" Ht.
31 O.C.
CONT.
I qt.
16 PL
Prunus fourocerasus'Schipkaensis'
Schipka Laurel
3-4' Ht.
4' O.C.
B&B
5' O.C.
11 VC
Viburnum x burkwoodif'Conoy
Conoy Viburnum
24" Ht.
5' O.C.
CONT.
CONT,
GROUNDCOVER
GM
Geranium maculatum'Pozonne'
RA
:Rhus aroma lica 'Gro -Low
Gro -Low Sun=
12" Ht.
3.5' O.C.
CONT.
Hairy Alum Root
PLANTING MIX I (SHRUBS, PERENNIALS AND GROUNDCOVER)
6 Large Shade Trees
Provided:
6 Large Shade Trees
PAWS, 11 C
AH
Amsonia hubrlchtii
Thread Leaf Blue Star
I qt.
191 O.C.
CONT.
AM
Amson;o fabernaemonfano
Blue Star
I at.
19, O.C.
CONT,
EC -M
Echin acea purpurea 'Magnus'
Purple Coneflower
I at.
18" O.C,
CON,.
IG
ilex plabra 'Shamrock'
In kberry Holly
24" Ht.
31 O.0
CONT,
IV2
Iris versicolor
Blue Flag Iris
I at.
16, O.C.
CONT.
MC
Myrica cericil era Don's Dwarf'
Dwarf Wax Myrtle
241" Ht.
3' O.0
CONT.
NF
Nepeta x fassenii 'Walker's Low'
Catrdnt
:1 qt.
18" O.C.
CONT.
PA
°Perovskla atriplfc1folia 'Little Spire'
Russian Sage
1 at.
18" O.C.
CONT,
PvS
Panicum 'Cape Breeze'
Cape Breeze. Switchgrass
I qt.
18" O.C.
CONT.
PvS
Panicurn virgatum'Shenandoah'
Shenandoah SwItchgrass
I qt
18'' O,C.
CONT.
RF
Rudbeckia fulgida'Goldstium'
Orange Coneflower
I qt.
18" O.C.
CONT.
SH
Sporobolus heterolepis
Prairie Dropseed
I qt.
181, O.C.
CONT,
VD
Viburnum dentatum
Arrowwood Viburnum
24" Ht.
5' O.C.
CONT.
VB
Viburnum dentatum 'Blue Muffin'
Blue Muffin V'burnum
24" Ht.
31 O.C.
CONT,
PLANTING MIX 2 (SHRUBS, PERENNIALS AND GROUNDCOVER)
GM
Geranium maculatum'Pozonne'
Rozanne Geranium
I qt.
18" O.C.
CONT,
HV
Heuchera villosa'Autumn Bride'
Hairy Alum Root
I qt.
18" O.C.
CONT,
HA
'Hydrangea arborescens
Smooth Hydrangea
Ht.
3' O.C.
CONT.
HQ
Hydrangea quercifollo,
Oak Leaf Hydrangea
Ht.
3' O.C.
CONT.
IC
flex crenoto'Hellerf'
Heller! Holly
24" Ht.
3' O.C.
CONT.
VC
Vibrunum cariesii'Compactum'
Korean Splice Viburnum
24" Ht.
3' O.C.
CONT.
PLANITNG MIX 3 (BIOFILTER PLANTING)
CID
-Carex pensytvanica
Pennsylvania Sedge
2' plugs
12, O.C.
CONT.
CL
Chasmanthium latifolium
River Oats
2" plugs
19, O,C.
CONT,
CG
Chelone glabra,
Turtlehead
2' plugs
181, O.C.
CONT,
CS
Cornus sericea'Arctic Flame'
Red Twig Dogwood
24" Ht.
31 O.C.
CONT,
CF
Cornus sericea'F[aviramed
Yellow Twig Dogwood
24" Ht,
3' O.C.
CONT.
IV
Iris versicolor
Blue Flag tris
plugs
19, O.C.
CONT
JE
Juncus effusus
Soft Rush
2' plugs
16, O.C.
CONT
LC
Lobelia cardinalis
Red Cardinal Flower
2' plugs
18" O.C.
CONT.
LS
lobelia siphilitica
Blue Cardinal Flower
2' plugs
16, O.C.
CONT.
PvS
-Panicum virgaturn'Shenandoah'
Shenandoah SwItchgrass
2` plugs
18" O.C.
CONT,
LANDSCAPE CALCULATI0NS
Road Frontage
Requirement I Large Shade Tree (2 1/2" cal.) per 40 Linear Feet of Road Frontage
Old Lynchburg Road 230 Linear Feet
Required:
6 Large Shade Trees
Provided:
6 Large Shade Trees
PAWS, 11 C
177 Linear Feet
Old Lynchburg Place
Required:
5 Large Shade Trees
Provided:
5 Large Shade Trees
Interior Parking Lot
Trees
Requirement
1 Large Shade Tree per 10 Parking Spaces
14
Parking Spaces
Required:
2 Large Shade Trees
Provided:
2 Large Shade Trees
Parking Lot
Requirement
5% of paved parking and vehicular ciruclation must be landscaped
5942 Square feet
Area:
Required:
297 Square Feet
Provided:
320 Sclare Feet
Tree Canopy
Requirement-
10% of Total Area
365,152
Total Area
Gross Site Area
365,152
I-) Rec, Areas
0
O Pond Area
0
Wetland Area
0
Required:
36,515
Provided:
51,524
Tree- Save
37,150
Canopy Bonus
9,288
(+I Proposed Trees
5,086
County of Albemarle
Conservation Plan Checklist - To be placed on Landscape Plans
(Handbook, pp 111-284-111-29"7 for complete specifications)
NOTES:
1. VISIBILITY OF ALL MECHANICAL
EQUIPMENT FROM THE ENTRANCE
CORRIDOR SHALL BE ELIMINATED.
2. ALL SITE PLANTINGS OF TREES AND
SHRUBS SHALL. BE ALLOWED TO REACH,
AND BE MAINTAINED AT, MATURE HEIGHT;
THE TOPPING OF TREES IS PROHIBITED.
SHRUBS AND TREES SHALL BE PRUNED
MINIMALLY AND ONLY TO SUPPORT THE
OVERALL HEALTH OF THE PLANT.
1, The followinu items shall be shown on the plait:
Trees to be saved;
Limits of clearing (outside dripline of trees to be saved);
Location and type of protective fencing-,
LJ Grade changes requiring tree wells or walls;
Ll Proposed trenching or tunneling beyond the limits of clearing,
2.
Ll All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
r_1 No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3, Pre -Construction Conference:
L3 Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storage:
LJ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of Itrees
to be saved.
5, Soil Erosion and Stormwater-Detention Devices*
LJ Such devices shall not adversely affect trees to be saved.
6, Fires:
L1 Fires are not permitted within 100 feet of the dripline of trees to be saved.
7. Toxic Materials:
L] Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
S. Protective Fencing:
Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
Fencing shall be in place and shall be inspected and approved by -a County Inspector prior to grading or construction.
9. Tree Wells:
CJ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10. Tree Walls:
❑ When the ground level must be lo',vered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
submitted for approval.
11. Trenching and Ttimne!Jng.
❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks oftrees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
12, Cleanup:
Protective fencing shall be the last items removed during the final cleanup,
13. Damaged Trees:
LJ Damaged trees shalt be treated immediately by pruning, fertilization or other methods recommended by a tree specialist
NOTE, IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
I/ I REQUIREMENTS.
OWNER STGNIATURE
TE)
CONTRACT PURCHASER SIGNATURE (DATE)
5/1/06 Page I of 1
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landscape architecture I civil engineering
4.-8 E Main Street 434.29_).,,'177 Charlottesville, VA 221902
- N0H Op
Alan G. Franklin
Lic. No. 35326
S�OIVAL
professional seal
ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
REGION TEN
WOMEN'S SHELTER
project name
REGION 10 COMMUNITY
SERVICES BD, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MINOR SITE PLAN AMENDMENT
project phase
JUNE 5, 2017
issue date
- 04/30/17, SITE PLAN APPROVAL
- 07105117, MINOR SPA
1 08/21/17, COUNTY COMMENTS
revisions
LANDSCAPE PLAN
sheet title
sheet number
Z
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W
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aI!
1011
10+00 11+00 12+00 13+00 14+00
STORM DRAIN 'A' PROFILE:
SCALE: H: V=20', V: V=10'
EXPANSION JOINT
-- GUN I KAU I IUN JUI IV I
CURBING
WHERE PLAN
APPLICABLE
10TH TROWELED EDGE;
OPTIONAL
BROOM FINISH; TYP.
"z" EXPANSION JOINT W/ 12" RECESSED
BACKER ROD AND CAULK, SPACED
—1 �'a" DEEP CONTRACTION/SCORE EVERY 25' (MIN) O.C.; TYP. OR AS
JOINT, SPACED EVERY 5' O.C.; TYP. SHOWN PER PLANS
/1D AC CUnXA/AI OCA D1 MAIC
3000 PSI CONCRETE AT 28
DAYS, AIR -ENTRAINED
SECTION
WWF 6" X 6" W1.4 X WI A W/ 2"
MIN. COVER -ONLY WHEN/
WHERE VEHICULAR TRAFFIC IS
EXPECTED TO OCCUR
COMPACTED VDOT #21A STONE
BASE
— 95% COMPACTED SUBGIRADE
CONCRETE SIDEWALK/PATIO
SCALE: NTS
ASPHALT PAVING SECTION
SCALE: NTS
2" VDOT SM 9.5A
ASPHALT WEARING COURSE
1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL
WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE
TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN-PLACE OR
PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT
SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT
WITH REQUIRED BARS.
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE
AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR.
MINIMUM CONCRETE COVER IYY.
6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS
WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK
IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED
BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC.
ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS
OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.
8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK
AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB.
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY
TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 711.
PERMISSIBLE
CONSTRUCTION
JOINT
# 5 DOWELS, 8" LONG A
PERMISSIBLE _
AT 12" C -C -K-1 CONSTRUCTION
5' MIN. JOINT SECTION B -B
2:1 .(, Q z
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TA
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. 12
M�
TRUNCATED DOMES
SHAPE TO MATCH FACE
OF ROADWAY CURB—
BACK OF CURB 48: 1 MAX.
20 : 1-1148: 1 MAX.
8" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE,
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST. SEE
3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG NOTE 4
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG -3 IS REQUIRED.
VDOT STD. CG -2
C2.01 SCALE: NTS
2' MINI SECTION A -A
- AV C -C TRUNCATED DOME
rj 0 :0 0 C, 0 "O Q C t?
C i} 0, CJ v , O O b U 0 G
0 0 (. 0, r; 0 G 0 C7 0 ra 0 0
0 0 1 13 0 0 O G 0:) 0 0 0_ ra N
0 0 0 0 0 0 0 :; 00 0 0 0 r.; G
O C, O 0 0 0 G 0 C 0 0 0 0 0
0 0 0 0 0 0 0 :a 0 0 0 a 0 0
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( VARIABLE
4' MINIMUM.
PAY LIMITS
DETECTABLE WARNING
DETAIL
a
3
O ■
U
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
NOTE:
ALL DETECTABLE
WARNING AERAS
SHALL BE PAINTED
YELLOW UNLESS AN
EXISTING CONDITION
IS ALREADY PRESENT.
r4'
VDOT STD. CG -1213
02.01 SCALE: NTS
4' SQUARE LANDING AREA
C>UTSIDE OF TRAVELWAY
�SMALL BE PROVIDED FOR
CROSSWALK PERPENDICULAR CROSSWALK
WITHIN THE MARKED
CROSSWALK AREA.
{ s" DIA.
DIA.
TRUNCATED DOME
DETAIL
CG -12 DETECTABLE WARNING SURFACE
(ACCESS FOR MOBILITY IMPAIRMENTS)
VIRGINIA DEPARTMENT OF TRANSPORTATION
410
Ellam
390
FINISHED GRADE
CONCRETE FOOTING (CLASS B)
2000 PSI MIN.
COMPACTED SUBGRADE
PENALTY
$100 - $500 FINE
TOW -AWAY ZONE
(MUTCD R7-8
(VA)
NOTES:
1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U -CHANNEL. POST SHALL HAVE 3/8"
DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL
BE BLACK.
2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED,
3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS
APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS.
4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD.
5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT)
ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180)
6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS.
7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART,
HANDICAP PARKING SIGN—
SCALE:
IGN
SCALE: NTS
isle]
/s
NOT
NO
I" r"?MPRESSION x 3/4" MALE PIPE COUPLING
PPROVED EQUAL
DUAL SERVICE
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
1/8 BEND COI
NOTE:
IN PRE -DE
MINIMUM
PROPOSE
12" SEPAF
MIN.
10+00
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
2'
IMPRESSION x 3/4" MALE PIPE COUPLING
PPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGA11ON
METER IS NOT PROVIDED.
-- CAST IRON LID
METER
3OX
COPPERSE'TTER
METER
K AS
NECESSARY
TYPICAL. SERVICE LATERAL INSTALLATION
(5/8„ & 1 ?1 METERS)
NTS
FIG. W -6A
TD -10
00, 12
_ __.._._
I
I
VEL
HANDICAP SIGN-
THERE IS DESS
THAN STANDARD
RESERVEDBLUE
BACKGROUND, WHITE LETTERING
OVER EXISTING
SANITARY'SEWER
PARKING
ALL CASES THE
(MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS
D GRADES
OVER E
`
ISTING SEWER
EQUIVILENT)
THAN EXISTING.
I
10
EXISTING GRADE
__.__.__...__._.....
........ __..._._,._._.__._-...__._.._._.....___
I
PENALTY
._._.
I PROPOSEDI
GRADE ----- ..__..._..�,_..__._......_..._.............................r..__._.........
VAN
ACCESSIBLE
$100-$500 FINE
TOW -AWAY ZONE
I
ATI
N,
I
12" X 12" PENALITY FINE PLACECARD MAY BE ADDED
--
— —
-- _—
i-
BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL
— 23.61
AUTHORITIES)
ACSA DIP S..
@ 0.50%
SIGN MUTCD R7 -8B
'
�
SHALL BE INSTALLED AT SPACES WHICH ARE VAN
I
i
I
ACCESSIBLE ONLY AS SHOWN ON PLANS
+
1
CD
10
METAL SIGN POST -
�
84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO
O
rt I
WALK PASSES BY OR UNDER THE SIGN
FINISHED GRADE
CONCRETE FOOTING (CLASS B)
2000 PSI MIN.
COMPACTED SUBGRADE
PENALTY
$100 - $500 FINE
TOW -AWAY ZONE
(MUTCD R7-8
(VA)
NOTES:
1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U -CHANNEL. POST SHALL HAVE 3/8"
DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL
BE BLACK.
2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED,
3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS
APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS.
4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD.
5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT)
ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180)
6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS.
7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART,
HANDICAP PARKING SIGN—
SCALE:
IGN
SCALE: NTS
isle]
/s
NOT
NO
I" r"?MPRESSION x 3/4" MALE PIPE COUPLING
PPROVED EQUAL
DUAL SERVICE
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
1/8 BEND COI
NOTE:
IN PRE -DE
MINIMUM
PROPOSE
12" SEPAF
MIN.
10+00
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
2'
IMPRESSION x 3/4" MALE PIPE COUPLING
PPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGA11ON
METER IS NOT PROVIDED.
-- CAST IRON LID
METER
3OX
COPPERSE'TTER
METER
K AS
NECESSARY
TYPICAL. SERVICE LATERAL INSTALLATION
(5/8„ & 1 ?1 METERS)
NTS
FIG. W -6A
TD -10
_ __.._._
I
I
VEL
PMENT CONgITION
THERE IS DESS
THAN STANDARD
ACSA
COVER
OVER EXISTING
SANITARY'SEWER
PIPE. IN
ALL CASES THE
D GRADES
OVER E
`
ISTING SEWER
PIPE ARE GREAJER
THAN EXISTING.
I
EXISTING GRADE
__.__.__...__._.....
........ __..._._,._._.__._-...__._.._._.....___
I
i
._._.
I PROPOSEDI
GRADE ----- ..__..._..�,_..__._......_..._.............................r..__._.........
I
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N,
I
I_
--
— —
-- _—
i-
5' SEPARATION
— 23.61
LF OF EX."
ACSA DIP S..
@ 0.50%
'
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1
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_-_-�___
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_....___ __.....
I
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W .Z _ .. __ --------- - _. ...
i
EX. 8" SAN. SEWER PROFILE:
SCALE: H: V=20', V: V=110'
11+00
Q 01��
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w ate rstreet
landscape architec ure I civil enaineerin
ID
4.-48 E itlaln Street 434.29-D-8177 C41arlottesv!lie, VA 2-2902
�'�,LTH OF
r
Alan G. Franklin
,d Lie. No. 35326 W
o w.
NAL
professional seal
ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
REGION TEN
WOMEN'S SHELTER
project name
REGION 10 COMMUNITY
SERVICES BD, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MINOR SITE PLAN AMENDMENT
project phase
JUNE 5, 2017
issue date
- 04/30/17, SITE PLAN APPROVAL
- 07/05/17, MINOR SPA
1 08/21/17, COUNTY COMMENTS
revisions
SITE DETAILS
sheet title
sheet number
w
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W
w
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ry
Q
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1 - PLANTING SOIL SECTION
SCALE: 1" = 1'-0"
3 DOUBLE SHREDDE
HARDWOOD MULCI-
ROUGHEN SIDES
OF PLANTING HOLE
PULL OR WASH POTT
MIX AND ROOT MAT
APART TO DIRECT TH
OUTER ROOTS INTO
ADJACENT SOIL, DC
LEAVE CIRCLING RC
AGAINST THE ROOT
NATIVE BACKFILL SO
AMENDED WITH 157
DECOMPOSED
ORGANIC COMPOC
DEPTH NOTES:
-3'-0" FOR ALL TREES
4-0" FOR ALL OTHER
PLANTINGS
4" ORGANIC COMPOST
TILLED INTO TOP 6" OF
TOPSOIL PROFILE TO CREATE
A 10" MODIFIED ROOT ZONE
TOPSOIL
SCARIFY FACE OF
SUBGRADE PRIOR TO
APPLICATION OF TOPSOIL
DECOMPACTED SOIL
-RIP WITH SINGLE -TOOTH
RIPPER OR OTHER
MECHANICAL MEANS
PRIOR TO APPLICATION
OF SOIL, SCARIFY FACE
OF SUBGRADE
SUBGRADE
SHRUB PLANTING SECTION
SCALE: 1/2" = 1'-0"
SEE PLANT SCHEDULE
FOR SPACING
SET TOP OF ROOT
CROWN 2" ABOVE
ADJACENT GRADE
SHAPE SOIL SURFACE TO
PROVIDE 3' DIAMETER
WATERING RING
FINISH GRADE
TREE PIT DEPTH EQUALS
ROOTBALL DEPTH
-MEASURE BEFORE
DIGGING TO AVOID
OVEREXCAVATION
PREPARE SUBSOIL TO
FORM PEDESTAL TO
PREVENT SETTLING
ISHED GRADE
)OUBLE-SHREDDED
RDWOOD MULCH
nrnr►.IKl1 n 1 0 coni IKIMt-NF-P PI AKITIKI _ ' FP:rTlnKl
SCALE: 1/2" = 1'-0'
J
2"x2"x6MIN. HARDWOOD
-USE 2 STAKES PER TREE
AND SET OUTSIDE ROOT
PACKAGE
3" DOUBLE SHREDDED
HARDWOOD MULCH,
TAPER AT TRUNK. MULCH
TO WITHIN 2" OF TRUNK
IN PLANTING AREAS
REMOVE ALL WIRE &
STRING FROM ROOTBALL
AND ALL BURLAP FROM
TOP % OF ROOTBALL
ROUGHEN SIDES
OF PLANTING HOLE
NATIVE BACKFILL SOIL
AMENDED WITH 15%
ORGANIC COMPOST
COMPACT SUBSOIL
TO FORM PEDESTAL
TO PREVENT SETTLING —
PLANTING NOTES
I . CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES SOWN ON PLAN WITH TOTALS IN PLANTING
SCHEDULE. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING. UNITS
PRICES BE SUBMITTED AS PART OF FINAL BID.
2. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE (1) FULL YEAR AND SHALL BE IN A HEALTHY
GROWING CONDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS GUARANTEE SHALL BE
REPLACED AT NO COST TO THE OWNER. REPLACEMENT SHALL BE GUARANTEED THROUGHOUT THE
ORIGINAL GUARANTEE: PERIOD. PLANTS THAT DIE SHALL BE REPLACED IMMEDIATELY.
3. CONTRACTOR IS RESPONSIBLE FOR WATERING, WEEDING, PEST CONTROL, AND FERTILIZATION OF ALL
PLANT MATERIAL UNTIL„ a.) UPON FINAL ACCEPTANCE IS ISSUED BY LANDSCAPE ARCHITECT AND/OR
OWNER, AND b.) THE CONTRACTOR PROVIDES OWNER WRITTEN NOTIFICATION OF ALL MAINTENANCE
NEEDS OF ALL SCOPE ASSOCIATED WITH THE PLANTING PLANS) CONTRACT DOCUMENTS.
CONTRACTOR SHALL NOT ASSUME IRRIGATION SYSTEM IS FULLY OPERATIONAL AT THE COMPLETION OF
THE PLANTING INSTALLATION,
4. CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY PRIOR TO THE BEGINNING OF
CONSTRUCTION FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF FIVE (5)
FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
5. THE LANDSCAPE ARCHITECT IS THE OWNER'S REPRESENTATIVE AND SHALL BE THE APPROVING
AUTHORITY FOR INFORMATION PROVIDED WITHIN THESE PLANS AND SPECIFICATIONS.
6. ALL PLANT MATERIALS, TOPSOIL, MULCH, FERTILIZERS, SOIL AMENDMENTS, PLANTING SUPPLIES, AND
METHODS SHALL BE SUBJECT TO LANDSCAPE ARCHITECTS APPROVAL. REJECTED MATERIALS SHALL BE
REMOVED FROM THE SITE WITHOUT DELAY AT NO EXPENSE TO THE OWNER.
7. CONTRACTOR SHALL LAYOUT AND MARK LOCATION FOR ALL PLANT MATERIAL, AND IMPROVEMENTS
SHOWN AND SHALL REQUEST IN FIELD APPROVAL FROM LANDSCAPE ARCHITECT.
8. ALL PLANT MATERIALS AND PLANTING METHODS SHALL CONFORM TO A.A.N. STANDARDS.
TREE PLANTING SECTION
SCALE: 1/2" = 1'-0"
v , V
3 X ROOTBALL
DIAMETER MINIMUM
V
WEBBED STRAPPING,
ARBORTIE OR APPROVED
EQUIV.
-LOOPED TO TRUNK
-(2) PER TREE
-NAIL OR STAPLE TO STAKE
SET TOP OF ROOT
CROWN 2" ABOVE
ADJACENT GRADE
SHAPE SOIL SURFACE TO
PROVIDE 3' DIAMETER
WATERING RING
FINISH GRADE
TREE PIT DEPTH EQUALS
ROOTBALL DEPTH
-MEASURE BEFORE
DIGGING TO AVOID
OVEREXCAVATION
DRIVE STAKES 6" TO 1'-0"
INTO UNDISTURBED SOIL
BELOW ROOTBALL
9. BEDS TO CONTAIN SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, OR PERENNIALS SHALL BE TILLED TO
A DEPTH OF 12" AND THE SOIL CONDITIONED BY ADDING 3" OF A U.S. COMPOSTING COUNCIL
APPROVED COMPOST.
10. ALL PLANTING BED AREAS SHALL BE COVERED WITH A 3" MINIMUM LAYER OF MEDIUM TEXTURED
SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED.
11. ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE REQUESTED IN WRITING TO THE LANDSCAPE
ARCHITECT AND APPROVED IN WRITING BY THE OWNER OR THE OWNER'S REPRESENTATIVE.
12. ALL PLANTING OPERATIONS SHALL BE UNDER THE SUPERVISION OF AN EXPERIENCED PLANTSMAN.
13. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO SELECT PLANT MATERIALS IN THE NURSERY.
14. FOR TREES BALLED IN WIRE BASKETS, CUT AND REMOVE TOP AND SIDES OF BASKET AFTER INSTALLATION.
15. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT AND PLANTS AND MATERIALS THAT ARE IN AN
UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM
TO A.A.N. STANDARDS.
16. SOIL SHIALL BE FREE OR ALL WEEDS AND ROCKS GREATER THAN 1" IN DIAMETER.
17. PLANT SIZES, QUANTITIES, AND SPECIES WILL BE CHECKED BY MUNICIPALITY INSPECTION FOR
COMPLIANCE WITH PLANT SCHEDULE AS APPROVED BY THE MUNICIPALITY. CONTRACTOR SHALL BE
HELD RESPONSIBLE FOR DELAY IN ISSUANCE OF CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY
RESULTING FROM UNAUTHORIZED SUBSTITUTIONS OR DOWNSIZING.
18. UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE
GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL
DEAD PLANT MATERIAL, AND SCHEDULE A FINAL INSPECTION FOR ACCEPTANCE BY OWNER.
19. CONTRACTOR SHALL REMOVE TREE STAKING AT THE END OF THE ONE YEAR WARRANTEE PERIOD.
UM WIRE TIES OR 12 GAUGE
POST CLIPS MINIMUM 3 PER
STS
1UM SPACING
ION SIGNAGE (TYP.) 30' MAXIMUM
t"X2" WELDED WIRE FENCE FABRIC
G GRADE
NOTES:
1. TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY SITE WORK, CLEARING OR DEMOLITION.
2. WHERE REQUIRED, SUPER SILT FENCE MAY BE USED IN LIEU OF WELDED WIRE FOR TREE PROTECTION PROVIDED IT
IS INSTALLED AND MAINTAINED AS A TREE PROTECTION MEASURE AND IS POSTED WITH TREE PROTECTION SIGNS.
3. TREE PROTECTION FENCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. REMOVE FENCE ONLY WITH
APPROVAL AND AFTER ALL SITE WORK HAS BEEN COMPLETED.
SCALE: NTS
waterstreet'-,i 4
landscape a'c'nitectUre I civil enginee rir g
8 E P��'�ain Street ' Charlottes�ri'le, VT 22 02
4 43=� �9� 77 9
�LTx OF
r
(
Alan G. Franklin
Lia No. 35326 W
PIP
NAL
professional seal
ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
REGION TEN
WOMEN'S SHELTER
project name
REGION 10 COMMUNITY
SERVICES BD, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MINOR SITE PLAN AMENDMENT
project phase
JUNE 5, 2017
issue date
- 04/30/17, SITE PLAN APPROVAL
- 07/05/17, MINOR SPA
1 08/21/17, COUNTY COMMENTS
revisions
PLANTING DETAILS
sheet title
sheet number
Prepared by:
LIGHTING VIRGINIA CENTRAL
4OOG-23oufhk]keBlvd.
Richmond, VA 23236
Tel: 804-379-7777
MH = MOUNTING HEIGHT IN FEET
NOTES:
l.NOALTERATIONS [)RMODIFICATIONS SHALL 8EMADE T]THIS PLAN WITHOUT THE
PERMISSION OF LIGHTING VIRGINIA CENTRAL /\DAk48 P/\RNELL LLC.
2.THE OUTPUT {}NTHIS PHOTOMETRIC LAYOUT |SSPECIFIC T{}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
C{}3T3' REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND /\ FULL SET
OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM
MAKING SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY
APPLICABLE JURISDICTIONAL CODES.
3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY /\3 A VISUALIZATION AID.
FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR
TO INSTALLATION, CRITICAL SITE INFORMATION (POLE L(]C/\T|{}NS' ORIENTATION,
MOUNTING HEIGHT, ETC.)SHOULD 8ECOORDINATED WITH THE CONTRACTOR AND/OR
SPECIFIER RESPONSIBLE FOR THE PROJECT.
4. LUMINAIRE DATA |STESTED T{} 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 (}FTHE OWNER AND/OR THE OWNER'S REPRESENTATIVE.
6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC
FILES MAY OCCUR ATOTHER THAN THE DESIRED (}RASSUMED GRAPHIC SCALES. |T
|3THE RESPONSIBILITY {}FTHE RECIPIENT TOVERIFY THAT THE PRINTED (]R
PLOTTED -TO -SCALE [)R/\VY|NG IS PRINTED T{)SCALE.
GENERAL LIGHTING
NOTES
l.CONTRACTOR SHALL CONFIRM CONSISTENCY DFMATERIAL QUANTITY BETWEEN PLANS AND LIGHTING,
SCHEDULE AND REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT IMMEDIATELY. ANY REQUESTS FOR
LIGHTING SUBSTITUTIONS {)RCHANGES MUST BESUBMITTED |NWRITING T(]THE LANDSCAPE ARCHITECT FOR
SUBSEQUENT REVIEW AND APPROVAL BYTHE 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 4O{}RSDR 35PVC CONDUIT.
4.LIGHTING CONTRACTOR SHALL COORDINATE WITH PROJECT MEP T(}ENSURE PROPER SIZING {}FELECTRICAL
TRANSFORMERS, ELECTRICAL PANELS, ETC. T{}SUPPORT SITE LIGHTING SYSTEM.
5. FINISH OF FIXTURES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS.
6. LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) OR A COMBINATION THEREOF,
7.POLES TO8ELOCATED |NANY VEHICULAR TRAVELVVAY{}HPARKING AREA SHALL 8EMOUNTED [)N/\
2-F(}{JTH|GHCONCRETE PIER. POLE HEIGHTS SPECIFIED (JNPLANS ACCOUNT FOR CONCRETE BASES WHERE
APPLICABLE.
8.JUNCTION BOXES AND OTHER SIMILAR FIXTURES SHALL BEWATERPROOF. ELECTRICAL OUTLETS TO8E
LOCATED (}NFIXTURES SHALL BEGF|WITH WEATHERPROOF COVERS.
9. {lUT[}[)OR LUMINAIRES SHALL BE ARRANGED [}RSHIELDED T(] REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND R{}/\DYVAY3. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3'000 LUMENS.
lO.SPILLOVER OFLIGHT FROM EXTERIOR LIGHTING ONTO PUBLIC ROADS AND ADJACENT PROPERTY SHALL
NOT EXCEED ONE-HALF (1�e) FOOT-CANDLE UNLESS SPECIFICALLY AUTHORIZED BY THE LOCALITY.
ll.ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUROPERATION SHALL HAVE INSTALLED
EITHER AN /\UT{)k»AT|C SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS
PREFERRED, THEN |TSHALL HAVE THE FOLLOWING FEATURES: ASEVEN-DAY OPERATION, ASTRONOMIC
CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR-HOUR BACKUP. CONTRACTOR
SHALL INSTALL THE VV/\TT 3T{]PPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8585 /{}R
EQUAL) SUITABLE TO THE PROJECT AND CAPABLE OF MEETING THE ABOVE REQUIREMENTS.
l2.EACH OUTDOOR LUMINAIRE EQUIPPED WITH ALAMP THAT EMITS 3'000{}RMORE INITIAL LUMENS SHALL 8E
A FULL CUTOFF LUMINAIRE AND SHALL BEARRANGED {]RSHIELDED T{) REFLECT LIGHT AWAY FR{}k4
ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
---VV_------- ~
YV----vY---YV----aV----VV---yy----yy----yy_____yy__.-
G___-G___-G____G___'G___'G___-G___-G___=
r --
EDGE OF PA VEMENT
190
�o
OHE
'Z''
X --- X --- X --- X --- X --- X ---
15'ACsR
962 SF
�o
190
�o
Luminaire Schedule
Symbol Label Arrangement Lum. LLF [MANUFAC] Lum. Wafts Mounting Ht I
3 VL4 SINGLE 15511 1.000 Beacon Products VP-L-64NB-136-5K-T4 137 20 ft.
ulation Summary
F Avg/Min Max/Min
Label CalcType Units Avg Ma. Min
Property line Illuminance Fc 0.07 0.6 0.0 N.A.
I Site to Zero Illuminance Fc 0.46 U.0 N.A. N.A.
R-15RESIDENTAL Parking Illuminance Fc 3.24 6.6 1.1 2.96 6.00
oo
- � - --� ��-- ^----
------_ ��mo n (?0 .m
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` ' ^
--- `--� ___-----__�� --� « �/��'-- � �w po
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-
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BRICK (9 Pk,
10
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09, B 7555 1-90215, 227 PLPA T
GRA TE 0 0 71
TOP 440.55 7
/ I L? I (? (? 7 0\7 \11
8"PVCIN438.65 00 0\
8 P VC IN 438.55
ZONED., CO 60 ?o 9SMH
SSMH TOP 421.67
GRA TE ?o
TOP 438.44 0
z 1000,
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d000~ -o
10, e 0
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SSMH
O� TOP 428.88
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le 7M�'7�-4fA
,8"FVC (�4/N8/�Ll.��,4/�� JYV�'N//�\kK�1/{� �'
D. B. 4573 P. 270/lB. 3038P. R6 -R7 FLA7
D. B. 2168 P. 705 PLAT
R-2 RfSI[E7V/J4/
tc
0 EASEMENT
NVOUT
60
oo k3P93.88 *0
017 X
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6 71
0)171 07
IN TEWA TE (54
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lGDd3c3pe8rchite[tUre I civil 8UgiUee[iD�
4�8 E Main Street 434.2-0-.8-77 [hz/|o�emiUe' VA zz�o2
professional seal
/\[/\N FRANKLIN, PE
project manager
JESSE CALDER
project team
REGION TE
WOMEN'S SET-R
project name
REGION lu COMMUNITY
��AV|[~���Fl INC.SERVICES .���" "�^' "``~
client
502 [Ll y/NCABURG ROAD
CHARLOTTESVILLE, V|�/�|N|� ���[l�\
.~. . `.`^~,. .�° ` .��^-' VIRGINIA `" ` ^-�'"`'
project address
N�
'"`
project number
` k"|WOR SITE PLAN AMENDMENT
DECISION
project phase
POINT C
|UW�� �Dl7
^v.~� �' �u.'
issue date
-()�/��D/l�7 �|T�P|4N 4P������V/1|
u-,/uu/ . ' , SITE PLAN .. , , .. . "�/ . , .�
_ 07/05v/l7, Mm|NOR SPA
l 08/21/17, COUNTY COMMENTS
revisions
PHOTOMETRIC
TETRI_sheet title
O l[Y 20 40
\ �
sheet number
Submitted Liz Li titin Virgil Central I -Central
q Virginia Catalog Number: Type: Submitted by LiqhtinQ Virginia
u , Catalog Number. Type:
Job Name: VPL-64NB-1 35-5K-T4-UNV-RA-XXX res Job Name:
LIGHTING Region Ten Women's Center WS -SP LIGHTING Region Ten Women's Center WS -SP -SP VPL-64NB-1 35-5K-T4-UNV-RA-XXX
VIRGINIA Notes: VIRGINIA VL4
Notes:
LV - CENTRAL16-20814 kl 9
- ---- - LV - GENTRAL1 6-20814
VIPER L Cat# i EFE 0
SERIES Job Type Approvals 0
LARGE VIPER LUMINAIRE I
SPECIFICATIONS PRODUCT IMAGE(S)
Intended Use: AvaRal-rewith Enosnari fo� opflora --at
-firre Beacon Vilbei unihaire, is available in two Jn:iring, tirned d:r,-r,1,gwith ample d -day, o;
sl7es,vArth a vvide choice of different LED 'Alattrige Gin eddirfiring l on l operaflo-1
cl��Sign �sl- lirm-cf nicut
confrouratians a, d ol diStribirni(XIS
allow 5 diffetont Trioun,ing options for application Also available Milli Beaconnec, Wreless
in a wide variety of new and existing instatflation.s. Contri'Systeni Isee beaccurn %Ct product
Luminaires are suitable fowet ivagetoacre Beta +y,x,',,,Z_,,:a ,,,,,,,,,,!,,
Construction:
• One plececlaticail ca,ridge System Consisfiro Installation:
of an LED engine, LED lamps, optics, gaske" Mounting options for horizonta, arm, voitical
and stall dess seed bezel. tenon or traditiona! arm mo-Inting available.
• Carl is held tagethetwithiInt ernal crass Mounting i,�irdwaci included,
Prcd�ict ssiditacle For apfpWotion� rcuulring
standoffs soldered to the, board so tnat l� ci�v
be field rept tied as a nn a piece optcal system. 3G testing prescribed by ANSI 0 136.31
• llillo-pieco silicone and micro -cellular
polvuniTane roam ga-ket eisures a Finish:
weather-proof seat around each individual LED. - l V poe
lyestr po-it ,,vder (-*,)31riclic- DIMENSIONS
sl applied a;,d I t�,i!ucr. I, -- ------- ---- - -- A --------------
LEO/Optics:
- -
LED/Optics: - 3earcte V finisn consists p h stage
• LED driver accents 100V ti-roug" 277V, 50 Hz p,nurenlrrco' regIrnis-I yvirhi. colyiner briuner -------- ---- 6 ---- ----- -----
.cava J top ccat. dwith a tnerint:isHt
to 60 11z (UNIV), or a drive- that H=pl 347V Surber T-Cqu poovesLe, lec's,101 seat
or A80V of t
fc -i�h.
• Power factod is .92 at full load,
lherin.sn nieetstre,�AMAFYI-..�
•
AI z elecr;cal components are ratedat �5f),000 ';potdi_ah0n wt* lin duaos
-, ronnaurce
hou,'s at full load anti 25'C arnibi-tit condft
on, pasr;irig a *�30,0 ri�vi % r c, t for
per PAL -91 7F Notice 2. ortri , Sion " 'star and resisfs cra, " or F,on'
I �;4,g
• Di4runing drivers are scaricar.dvoin lossjcll� adrria,�L"kjl'i :.",or AS Ft�/. D522 ano resists,
connections foroxternal dirnining cubrront urr,lacc rinpac'sof iiin to 1EC, inch 1��-,Uncls. A 0 C D Weight: EPA
u
available upon retauest. -----
• Conifecrient-to-comoonent wirino within in 2912" 24.19" 14,25" 4,13" 25.0 Ids 1.0 ft,
luirninaire may carry no more than o' Listings: (578mm) (425mm) (105mm) (105man) (11.3 kg)
rate dkIad arid is listed by UL for use at The unuriti!re Orill l tPTL cer1-.!.`irc:1 to UL 1 -HDA
600;1JAC :,It E,,)'C or h gher. arid 87511, st3ridards for use ocaljt):,s.
• P119 drqconnects are ,isted by IJL for u.se MOUNTING OPTIONS
a - -,-. 1 3A rating , t 6,30 VAU, 1 SA or higre. tnQ Warranty:
applies to pirnary 1AC) s1de.ardiv
Fire yea.r ii-nited] tvarranty ,for Wore Information T
Electrical:
Fixture electrical compartmen-L shall contain all
LED driver corrucorrents and shall be provided
with a push-button terminal block fcr AG
Power connectscsis.
0 5 112'
• 0 Jintiorral 7 pin ANSI C136.4 i -2() 1,
', r,,rs
I-Icck
photo control receptacle available. Compatible
with ANSI 0136.411 external vvlrere3s control
demces,
urge protection 20XA: Shuts off at end of 14,,.
Controls/Options:
On opticnail real 5ive nfrorod
i PIR) rno',nn serr calpabof detecfir icst
iaction 36n sortoLIWI the iuminarre. Vvl
no rnutlon is detected for ti,e spec ilsed prraL LJ C6
the IeActiui i Renonandslpr I red';ces flie
n
Waltaae to fach"'i eve , rr;,oLYo tr o'
light evel 11,Jherm7tios PKZ 2-Q/o'A1J]L1SL1b KrIUCklu
detected by the PIR sensor. the ourninaure
re'zurns -.D In] Aliettage and full light ounpu�.
1 P -23"s"o)
ease. contact D,uon Prodiors proj&A scwip - L
rncrurernei its va.ry �:cri i sll,,rctird .G,�Egulr :on. 16410111 1, rr, 4
Side Vie,
SF 2 2-3,2OD SI P Fil
CERTIFICATIONS/LISTINGS
cx, Side t4rs� 8�ck vic"r,
us HA Rerrangdn
ar Au
OP
Beacon products • 2041 58th Avenue Circle East Bradenton, FL 34203 -Phone: 800-345-4928 P""iu"a—'lll 11-111-1113111l
013F 0 1
—AIDOIN Door our cundina ed efforts to improvQ our Products, product specificationsar bubjeclid cligrige without Police. Lighting
ri 2016 BEACON PROD= Al Rights Reserved - Fos more not, niator. visit our webs;e: myw.beacunproducts.cam -Pruned in USA SPEC 1/16
Submitted by Lighting Virginia -Central Catalog Number: Type:
A4, Job Name: VPL-64NB-1 35-5K-T4-UNV-RA-XXX
Region Ten Women's Center WS -SP
LIGHTING VL4
VIRGINIA Notes:
?Rx Evv LV - CENTRAL16-20314
tl,)A
Product Detail
APPROVED
DARK SKY FRIENDLY FIXTURE
!�Iick her
±, to go an search result page.
Company Beacon Products
Well t21T can ocLucts-C-2m
,I/vrww,beac
i�ef_ _2L_
Model Name: Viper series
Application Area,Parking,SecurityArchitecturaI Pathway
Type;
Source Type: LED
Product
Irnagil .020ow"N
WMA"I"M
COT Options: 3000K,4000K,5000K
Available -
Bug:
VPL viper-larse
641,6-135 135W,
3K 3000K
Front Rm, Auto Oak,
rR 11.
LED array
4K 4000K
347V 347V
FUH-11. photocell
8ONB-180 180W.
r5K 5000K
twist lock
LED array
4BOV 480V
PCR-SCphotocell,
801,6-235 235w,
shorting
LED array
II III 1
cap
961,6-220 220W,
T1 type I2PF1,1
dual power
LED at ray
VERIFY
feed
961,8-280 2l
T2 type 11
VOLTAGE
LED array
T3 type III
Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928
Due to our continued efforts to improve our products, product specifications are subject to change without notice.
HUBBELL
Lighting
T4 type IV
BCWI,l beaconnect
visit our website:vvm.beacontraducls.com - Primed II' *iSA
T5R type If, rectangular
Gil enorgerti
T50M type 11, square
medium
TCM11 Emus control module,
T5W type V, round wide
t -ret wireless control
FR front row auto
optic
BBT basic black textured
HSS -90 house side shield BMT black matte textured
90,
MSS -180 house side shield Will white textured
180, MBT metallic bronze tIgAl
SLCI backight control BZT bronze textured
Il dark bronze textured
GYS gray smooth
BMD''"beaconnect evith
Mellon sensor UPS dark platinum smooth
MOD' motion dimming GNT green textured
detector
MST metallic silver textured
MTT metallic titanium textured
QW] old world iron
RAL
RA rectangular arm SELECT
SF2 2 3!8" OD slip -fitter FINISH
PK2 2 3/8" adjustable knuckle
Ill wall bracket
RPA round pole adapter
.111o"rile Clavi upo Wy fi Urf"w iUroors Intr_-_irupaoco
Zonel-260)
_:J DesignLights Con5orturri qualfied.
-01 the
group
Consult CLC website for rnam d-talls:
■
hitp://www.designljghts.org,QPL
Net availaulr ith UPS 135
tib tgall ad, G1 34 -Al or 4VjV Iput
NOI aitailable v.on dnel- tina', sensor options.
T4 Op, only
Wien endi,ong ErtergegL specify the rostre,ettog eade. (eA;sopI,, rEMI04�. See Er,rg br.hono and instrenon3 fa; setting tes.e and ocUans. Not aaaflattle vvto sere', onottis.
Te .',at,. rpell Left o, rigot 90 degrees.. spodly L or R a --l oirtttal datclsuo,. example T 4L
SeeLimn o...
fierdurfl,e recoils
lu'lly, time
'Ie dday: ersonirg loid and mounting height.
PHOTOMETRICS
Type I Type it Type IV Type V Bound Wide
VP -1 -961,13-280-5K-11 Iffil VP -L -981,8 -28O -5K -T2 100, VP196l T I, Ice, VPL-96NB-280-5K-T5W 1 Do,
75' as 75' 25,
25 ua 75 25'
25'
50, 25 eg, so
25' 25
a5 no as,
T5'
25- Z
25'
'a
1575 etc
too,
Type Ill
VP-I_-96NI3-280-5K,73 IN,
Typed Square Medhoint
VP-L-96NB-280-5K-T'Q1V.
Type V Rectangular
VP-1_-96N8-28Q-5K-T5R'JP
Front Rm, Auto Oak,
rR 11.
76, 2T
25
2J.
it
75' 25,
2T 50, i -1
50.50
75' 25
IF
50
75'
V, to
75 25,
25
as.
ANCHOR BOLT
Xfiau
75'
uoz
<
�O
0 EIFEANIMN
Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928
Due to our continued efforts to improve our products, product specifications are subject to change without notice.
HUBBELL
Lighting
.11_;";T_ �7 7,-
Q 2016 BEACON PROLIXTS AE Rights Reserved - Fa mete ladrnation
visit our website:vvm.beacontraducls.com - Primed II' *iSA
SPEC 1/16
bmitted by Lighting Virginia -
y11 AP,
LIGHTING
VIRGINIA
N?Ntc-,
it FSA
ABOUT FSA
136
1 "n25
i 04
15
0.6
120 90
1.00
ORDERING INFORMATION ORDERING EXAMPLE: VPU96NB-280/5K/T4/UNV/PCR-TL/SF2/GENIXX/BLC/RA/BBT
15511 106 29184
Pol�a Shaft
The pole shall be a one section design fabricated from standard 11 gauge or 7 gauge 10.1793") steel. Each section shall
be frabricieted from Ingf, eurengih low alloy steel conforming to ASTM A500 Grade B, with mu-niouni yield strength of46,000 psi. Each
pole will have a fLul-length longitudinal weld and will be square in cross-section.
Raise, 1-11al.
The base plate is fabricated from a structural quality hot mired carbon steel plate that nieets or exceeds ASTM A-36 with a minimum
yield of strength of 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom. The base plate
has slotted bolt holes.
Hand Hok<
A reinforced hand hole, having a nominal 3" x 5�' opening, will be installed 18-' above the base plate on all poles. A hand hole cover
and attaching hardware is included with each hand hole assernbly. Aground iLig will be welded either on the hand hole frainne, or on
the inside of the pole opposite the hand holo depending on the design.
Anchor
Anchor bolts are fabricated from a commercial quality hot roiled carbon steel bar that meets or exceeds minimum yield strength of
55,000 psi. Anchor bolts are sized according to each pole design and are furnished with 2 galvanized heavy hex nuts and 2 galva-
nized flat washes -5. Anchor bolts shall be galvanized a nusirni-Inn or 4" on the threaded end in acVons
cordance with AS-Tivi A-153. Anchoru
bolts will ship with the poles unless otnerwee specified,
Pole Top
Each pole will be ide-dtilped with a nernviable, poe cap or hasve a 2-3/8" O.D. x 4' tenon top (adruer sizes available),
Welding
All welds shall be of the highest quality and performed byArnericetrivvelding Society certified welders conforming to the latest version
of the American Wedding Society pscilciatin AWS D1, 1.
Finish
All poles, mounting brackets and platforms are famished with c-laung of either red oxicic/zinc primer, rectory painted, powder coated
or hot -dip galvanized to ASTM A-123. Miscellaneous hardware will be galvanized to ASTM A-153. Exterior finish. coatings are avail-
able by request
N,etei
Ancho; boll p,W3,-5 a,svbje tel Gh"ig", Fl,� n,,M
antral Catalog Number; Type; Submitted by Ligtitin g Vinquirtia-Central Catalog Number: Type;
Job Name: VPL-641,&135-1 35-5K-T4-UNV-RA-XXX VDAPA, Name: SNS -20-40-1 1 -AB-PC(XXX)-DM 19
Region Ten Women's Center WS -SP VL4 LIGHTING Reglan Ten Women's Center WS -SP
POLE
Notes: VIRGINIA Notes:
LV - CENTRAL16-20814 LV - CENTRALIS -20Q14
APPROVED
OARK SKY I:RIENOLY FIXTURE
ABOUT IDAS FIXTURE SEAL OF
APPROVAL
• Apiaroved Fixtures
TIDE PROGRAM
Formed in 1988, the International Dark -Sky Association is the authoritative voice on light pollution, IDA educates lighting
designers, manufacturers, technical committees, and the public about light pollution abatement. We recognize that the best way to
accomplish our goal of protecting and restoring our natural night environment and our heritage of dark skies is through promotion
of quality outdoor lighting- It is in this spirit that we have developed the Fixture Seal of Approval (FSA) program for dark sky
friendly fixtures,
The Fixture Seat of Approval provides objective, third -party certification for luminaires that minimize glare, reduce light trespass,
and don't pollute the night sky. For a modest fee, IDA will evaluate the photometric data of any rum inaffe submitted by its
manufacturer, When the fixture is approved, the manufacturer receives a certificate and the Fixture Seal of Approval,
Manufacturers may use the FSA seal to promote and advertise their IIIA -Approved TM dark sky friendly products, I
For more information on the FSA program, its scope, and its criteria, and for our answers to your frequently asked questions,
please refer to our FSA program package (Portable Document Format). Or contact us online.
CERTIFICATION
Submit your dark sky friendly product to IDA for evaluation and certification, Join the Fixture Seal of Approval program before your
competitors do!
To apply for the Fixture Seal of Approval, Simply fill out the online application form and hit submit, IDA will then contact you after
evaluating the photometric datfr
a and will give you instruction on the final steps. If you would rather submit the application by hard
copy, simpy hit the "view as PDF" button in the upper right hand corner of the online application page and email or fax in the
application.
Criteria
• The light source must be fully sheilded
• The fixture cannot emit any luminous output above 90 degrees in the verticle plane
PARKING LOT LIGHT POLE
CL OF LIGHT POLE AND BASE
LIGHT POLE COVER
MOUNT PER MANUFACTURERS INSTRUCTIONS
SEAL EDGES WITH 50
YEAR SILICONE CAULK
8'r ROUNDING ON EDGES
'
�i
i�
�r
7
ANCHOR BOLT
�O
3,000 PSI CAST IN PLACE
1.00
ORDERING INFORMATION ORDERING EXAMPLE: VPU96NB-280/5K/T4/UNV/PCR-TL/SF2/GENIXX/BLC/RA/BBT
15511 106 29184
Pol�a Shaft
The pole shall be a one section design fabricated from standard 11 gauge or 7 gauge 10.1793") steel. Each section shall
be frabricieted from Ingf, eurengih low alloy steel conforming to ASTM A500 Grade B, with mu-niouni yield strength of46,000 psi. Each
pole will have a fLul-length longitudinal weld and will be square in cross-section.
Raise, 1-11al.
The base plate is fabricated from a structural quality hot mired carbon steel plate that nieets or exceeds ASTM A-36 with a minimum
yield of strength of 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom. The base plate
has slotted bolt holes.
Hand Hok<
A reinforced hand hole, having a nominal 3" x 5�' opening, will be installed 18-' above the base plate on all poles. A hand hole cover
and attaching hardware is included with each hand hole assernbly. Aground iLig will be welded either on the hand hole frainne, or on
the inside of the pole opposite the hand holo depending on the design.
Anchor
Anchor bolts are fabricated from a commercial quality hot roiled carbon steel bar that meets or exceeds minimum yield strength of
55,000 psi. Anchor bolts are sized according to each pole design and are furnished with 2 galvanized heavy hex nuts and 2 galva-
nized flat washes -5. Anchor bolts shall be galvanized a nusirni-Inn or 4" on the threaded end in acVons
cordance with AS-Tivi A-153. Anchoru
bolts will ship with the poles unless otnerwee specified,
Pole Top
Each pole will be ide-dtilped with a nernviable, poe cap or hasve a 2-3/8" O.D. x 4' tenon top (adruer sizes available),
Welding
All welds shall be of the highest quality and performed byArnericetrivvelding Society certified welders conforming to the latest version
of the American Wedding Society pscilciatin AWS D1, 1.
Finish
All poles, mounting brackets and platforms are famished with c-laung of either red oxicic/zinc primer, rectory painted, powder coated
or hot -dip galvanized to ASTM A-123. Miscellaneous hardware will be galvanized to ASTM A-153. Exterior finish. coatings are avail-
able by request
N,etei
Ancho; boll p,W3,-5 a,svbje tel Gh"ig", Fl,� n,,M
antral Catalog Number; Type; Submitted by Ligtitin g Vinquirtia-Central Catalog Number: Type;
Job Name: VPL-641,&135-1 35-5K-T4-UNV-RA-XXX VDAPA, Name: SNS -20-40-1 1 -AB-PC(XXX)-DM 19
Region Ten Women's Center WS -SP VL4 LIGHTING Reglan Ten Women's Center WS -SP
POLE
Notes: VIRGINIA Notes:
LV - CENTRAL16-20814 LV - CENTRALIS -20Q14
APPROVED
OARK SKY I:RIENOLY FIXTURE
ABOUT IDAS FIXTURE SEAL OF
APPROVAL
• Apiaroved Fixtures
TIDE PROGRAM
Formed in 1988, the International Dark -Sky Association is the authoritative voice on light pollution, IDA educates lighting
designers, manufacturers, technical committees, and the public about light pollution abatement. We recognize that the best way to
accomplish our goal of protecting and restoring our natural night environment and our heritage of dark skies is through promotion
of quality outdoor lighting- It is in this spirit that we have developed the Fixture Seal of Approval (FSA) program for dark sky
friendly fixtures,
The Fixture Seat of Approval provides objective, third -party certification for luminaires that minimize glare, reduce light trespass,
and don't pollute the night sky. For a modest fee, IDA will evaluate the photometric data of any rum inaffe submitted by its
manufacturer, When the fixture is approved, the manufacturer receives a certificate and the Fixture Seal of Approval,
Manufacturers may use the FSA seal to promote and advertise their IIIA -Approved TM dark sky friendly products, I
For more information on the FSA program, its scope, and its criteria, and for our answers to your frequently asked questions,
please refer to our FSA program package (Portable Document Format). Or contact us online.
CERTIFICATION
Submit your dark sky friendly product to IDA for evaluation and certification, Join the Fixture Seal of Approval program before your
competitors do!
To apply for the Fixture Seal of Approval, Simply fill out the online application form and hit submit, IDA will then contact you after
evaluating the photometric datfr
a and will give you instruction on the final steps. If you would rather submit the application by hard
copy, simpy hit the "view as PDF" button in the upper right hand corner of the online application page and email or fax in the
application.
Criteria
• The light source must be fully sheilded
• The fixture cannot emit any luminous output above 90 degrees in the verticle plane
PARKING LOT LIGHT POLE
CL OF LIGHT POLE AND BASE
LIGHT POLE COVER
MOUNT PER MANUFACTURERS INSTRUCTIONS
SEAL EDGES WITH 50
YEAR SILICONE CAULK
8'r ROUNDING ON EDGES
'
�i
i�
ORDERING INFORMATION ORDERING EXAMPLE: VPU96NB-280/5K/T4/UNV/PCR-TL/SF2/GENIXX/BLC/RA/BBT
15511 106 29184
Pol�a Shaft
The pole shall be a one section design fabricated from standard 11 gauge or 7 gauge 10.1793") steel. Each section shall
be frabricieted from Ingf, eurengih low alloy steel conforming to ASTM A500 Grade B, with mu-niouni yield strength of46,000 psi. Each
pole will have a fLul-length longitudinal weld and will be square in cross-section.
Raise, 1-11al.
The base plate is fabricated from a structural quality hot mired carbon steel plate that nieets or exceeds ASTM A-36 with a minimum
yield of strength of 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom. The base plate
has slotted bolt holes.
Hand Hok<
A reinforced hand hole, having a nominal 3" x 5�' opening, will be installed 18-' above the base plate on all poles. A hand hole cover
and attaching hardware is included with each hand hole assernbly. Aground iLig will be welded either on the hand hole frainne, or on
the inside of the pole opposite the hand holo depending on the design.
Anchor
Anchor bolts are fabricated from a commercial quality hot roiled carbon steel bar that meets or exceeds minimum yield strength of
55,000 psi. Anchor bolts are sized according to each pole design and are furnished with 2 galvanized heavy hex nuts and 2 galva-
nized flat washes -5. Anchor bolts shall be galvanized a nusirni-Inn or 4" on the threaded end in acVons
cordance with AS-Tivi A-153. Anchoru
bolts will ship with the poles unless otnerwee specified,
Pole Top
Each pole will be ide-dtilped with a nernviable, poe cap or hasve a 2-3/8" O.D. x 4' tenon top (adruer sizes available),
Welding
All welds shall be of the highest quality and performed byArnericetrivvelding Society certified welders conforming to the latest version
of the American Wedding Society pscilciatin AWS D1, 1.
Finish
All poles, mounting brackets and platforms are famished with c-laung of either red oxicic/zinc primer, rectory painted, powder coated
or hot -dip galvanized to ASTM A-123. Miscellaneous hardware will be galvanized to ASTM A-153. Exterior finish. coatings are avail-
able by request
N,etei
Ancho; boll p,W3,-5 a,svbje tel Gh"ig", Fl,� n,,M
antral Catalog Number; Type; Submitted by Ligtitin g Vinquirtia-Central Catalog Number: Type;
Job Name: VPL-641,&135-1 35-5K-T4-UNV-RA-XXX VDAPA, Name: SNS -20-40-1 1 -AB-PC(XXX)-DM 19
Region Ten Women's Center WS -SP VL4 LIGHTING Reglan Ten Women's Center WS -SP
POLE
Notes: VIRGINIA Notes:
LV - CENTRAL16-20814 LV - CENTRALIS -20Q14
APPROVED
OARK SKY I:RIENOLY FIXTURE
ABOUT IDAS FIXTURE SEAL OF
APPROVAL
• Apiaroved Fixtures
TIDE PROGRAM
Formed in 1988, the International Dark -Sky Association is the authoritative voice on light pollution, IDA educates lighting
designers, manufacturers, technical committees, and the public about light pollution abatement. We recognize that the best way to
accomplish our goal of protecting and restoring our natural night environment and our heritage of dark skies is through promotion
of quality outdoor lighting- It is in this spirit that we have developed the Fixture Seal of Approval (FSA) program for dark sky
friendly fixtures,
The Fixture Seat of Approval provides objective, third -party certification for luminaires that minimize glare, reduce light trespass,
and don't pollute the night sky. For a modest fee, IDA will evaluate the photometric data of any rum inaffe submitted by its
manufacturer, When the fixture is approved, the manufacturer receives a certificate and the Fixture Seal of Approval,
Manufacturers may use the FSA seal to promote and advertise their IIIA -Approved TM dark sky friendly products, I
For more information on the FSA program, its scope, and its criteria, and for our answers to your frequently asked questions,
please refer to our FSA program package (Portable Document Format). Or contact us online.
CERTIFICATION
Submit your dark sky friendly product to IDA for evaluation and certification, Join the Fixture Seal of Approval program before your
competitors do!
To apply for the Fixture Seal of Approval, Simply fill out the online application form and hit submit, IDA will then contact you after
evaluating the photometric datfr
a and will give you instruction on the final steps. If you would rather submit the application by hard
copy, simpy hit the "view as PDF" button in the upper right hand corner of the online application page and email or fax in the
application.
Criteria
• The light source must be fully sheilded
• The fixture cannot emit any luminous output above 90 degrees in the verticle plane
PARKING LOT LIGHT POLE
CL OF LIGHT POLE AND BASE
LIGHT POLE COVER
MOUNT PER MANUFACTURERS INSTRUCTIONS
SEAL EDGES WITH 50
YEAR SILICONE CAULK
8'r ROUNDING ON EDGES
'
�i
i�
�r
7
ANCHOR BOLT
�O
3,000 PSI CAST IN PLACE
CONCRETE FOOTING
-------------
#6 VERTICAL
#3 CIRCULAR TIES AT 4 2 O -C -
FINISHED GRADE
I k
ASPHALT TO SPECIFIED DEPTH
it
77--
Pol�a Shaft
The pole shall be a one section design fabricated from standard 11 gauge or 7 gauge 10.1793") steel. Each section shall
be frabricieted from Ingf, eurengih low alloy steel conforming to ASTM A500 Grade B, with mu-niouni yield strength of46,000 psi. Each
pole will have a fLul-length longitudinal weld and will be square in cross-section.
Raise, 1-11al.
The base plate is fabricated from a structural quality hot mired carbon steel plate that nieets or exceeds ASTM A-36 with a minimum
yield of strength of 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom. The base plate
has slotted bolt holes.
Hand Hok<
A reinforced hand hole, having a nominal 3" x 5�' opening, will be installed 18-' above the base plate on all poles. A hand hole cover
and attaching hardware is included with each hand hole assernbly. Aground iLig will be welded either on the hand hole frainne, or on
the inside of the pole opposite the hand holo depending on the design.
Anchor
Anchor bolts are fabricated from a commercial quality hot roiled carbon steel bar that meets or exceeds minimum yield strength of
55,000 psi. Anchor bolts are sized according to each pole design and are furnished with 2 galvanized heavy hex nuts and 2 galva-
nized flat washes -5. Anchor bolts shall be galvanized a nusirni-Inn or 4" on the threaded end in acVons
cordance with AS-Tivi A-153. Anchoru
bolts will ship with the poles unless otnerwee specified,
Pole Top
Each pole will be ide-dtilped with a nernviable, poe cap or hasve a 2-3/8" O.D. x 4' tenon top (adruer sizes available),
Welding
All welds shall be of the highest quality and performed byArnericetrivvelding Society certified welders conforming to the latest version
of the American Wedding Society pscilciatin AWS D1, 1.
Finish
All poles, mounting brackets and platforms are famished with c-laung of either red oxicic/zinc primer, rectory painted, powder coated
or hot -dip galvanized to ASTM A-123. Miscellaneous hardware will be galvanized to ASTM A-153. Exterior finish. coatings are avail-
able by request
N,etei
Ancho; boll p,W3,-5 a,svbje tel Gh"ig", Fl,� n,,M
antral Catalog Number; Type; Submitted by Ligtitin g Vinquirtia-Central Catalog Number: Type;
Job Name: VPL-641,&135-1 35-5K-T4-UNV-RA-XXX VDAPA, Name: SNS -20-40-1 1 -AB-PC(XXX)-DM 19
Region Ten Women's Center WS -SP VL4 LIGHTING Reglan Ten Women's Center WS -SP
POLE
Notes: VIRGINIA Notes:
LV - CENTRAL16-20814 LV - CENTRALIS -20Q14
APPROVED
OARK SKY I:RIENOLY FIXTURE
ABOUT IDAS FIXTURE SEAL OF
APPROVAL
• Apiaroved Fixtures
TIDE PROGRAM
Formed in 1988, the International Dark -Sky Association is the authoritative voice on light pollution, IDA educates lighting
designers, manufacturers, technical committees, and the public about light pollution abatement. We recognize that the best way to
accomplish our goal of protecting and restoring our natural night environment and our heritage of dark skies is through promotion
of quality outdoor lighting- It is in this spirit that we have developed the Fixture Seal of Approval (FSA) program for dark sky
friendly fixtures,
The Fixture Seat of Approval provides objective, third -party certification for luminaires that minimize glare, reduce light trespass,
and don't pollute the night sky. For a modest fee, IDA will evaluate the photometric data of any rum inaffe submitted by its
manufacturer, When the fixture is approved, the manufacturer receives a certificate and the Fixture Seal of Approval,
Manufacturers may use the FSA seal to promote and advertise their IIIA -Approved TM dark sky friendly products, I
For more information on the FSA program, its scope, and its criteria, and for our answers to your frequently asked questions,
please refer to our FSA program package (Portable Document Format). Or contact us online.
CERTIFICATION
Submit your dark sky friendly product to IDA for evaluation and certification, Join the Fixture Seal of Approval program before your
competitors do!
To apply for the Fixture Seal of Approval, Simply fill out the online application form and hit submit, IDA will then contact you after
evaluating the photometric datfr
a and will give you instruction on the final steps. If you would rather submit the application by hard
copy, simpy hit the "view as PDF" button in the upper right hand corner of the online application page and email or fax in the
application.
Criteria
• The light source must be fully sheilded
• The fixture cannot emit any luminous output above 90 degrees in the verticle plane
PARKING LOT LIGHT POLE
CL OF LIGHT POLE AND BASE
LIGHT POLE COVER
MOUNT PER MANUFACTURERS INSTRUCTIONS
SEAL EDGES WITH 50
YEAR SILICONE CAULK
8'r ROUNDING ON EDGES
'
�i
i�
�r
7
ANCHOR BOLT
�O
3,000 PSI CAST IN PLACE
CONCRETE FOOTING
-------------
#6 VERTICAL
#3 CIRCULAR TIES AT 4 2 O -C -
FINISHED GRADE
I k
ASPHALT TO SPECIFIED DEPTH
it
77--
77-1
COMPACTED SUBGRADE
. .. ..... ..
II
I -Li ul
I __J
0 0
'4
it
I" SCHEID. 40 PVC CONDUIT
n o -
CD
antral Catalog Number; Type; Submitted by Ligtitin g Vinquirtia-Central Catalog Number: Type;
Job Name: VPL-641,&135-1 35-5K-T4-UNV-RA-XXX VDAPA, Name: SNS -20-40-1 1 -AB-PC(XXX)-DM 19
Region Ten Women's Center WS -SP VL4 LIGHTING Reglan Ten Women's Center WS -SP
POLE
Notes: VIRGINIA Notes:
LV - CENTRAL16-20814 LV - CENTRALIS -20Q14
APPROVED
OARK SKY I:RIENOLY FIXTURE
ABOUT IDAS FIXTURE SEAL OF
APPROVAL
• Apiaroved Fixtures
TIDE PROGRAM
Formed in 1988, the International Dark -Sky Association is the authoritative voice on light pollution, IDA educates lighting
designers, manufacturers, technical committees, and the public about light pollution abatement. We recognize that the best way to
accomplish our goal of protecting and restoring our natural night environment and our heritage of dark skies is through promotion
of quality outdoor lighting- It is in this spirit that we have developed the Fixture Seal of Approval (FSA) program for dark sky
friendly fixtures,
The Fixture Seat of Approval provides objective, third -party certification for luminaires that minimize glare, reduce light trespass,
and don't pollute the night sky. For a modest fee, IDA will evaluate the photometric data of any rum inaffe submitted by its
manufacturer, When the fixture is approved, the manufacturer receives a certificate and the Fixture Seal of Approval,
Manufacturers may use the FSA seal to promote and advertise their IIIA -Approved TM dark sky friendly products, I
For more information on the FSA program, its scope, and its criteria, and for our answers to your frequently asked questions,
please refer to our FSA program package (Portable Document Format). Or contact us online.
CERTIFICATION
Submit your dark sky friendly product to IDA for evaluation and certification, Join the Fixture Seal of Approval program before your
competitors do!
To apply for the Fixture Seal of Approval, Simply fill out the online application form and hit submit, IDA will then contact you after
evaluating the photometric datfr
a and will give you instruction on the final steps. If you would rather submit the application by hard
copy, simpy hit the "view as PDF" button in the upper right hand corner of the online application page and email or fax in the
application.
Criteria
• The light source must be fully sheilded
• The fixture cannot emit any luminous output above 90 degrees in the verticle plane
PARKING LOT LIGHT POLE
CL OF LIGHT POLE AND BASE
LIGHT POLE COVER
MOUNT PER MANUFACTURERS INSTRUCTIONS
SEAL EDGES WITH 50
YEAR SILICONE CAULK
8'r ROUNDING ON EDGES
- LIGHT POLE FOUNDATION
SCALE: NTS
Anchor Bolt
Bolt Circle
Projection
Width I - ---- - ------ - -
J
Slotted
Holes Poles should be manitoreri frequently
or ha
or sigirs , arnionic vibration, which
consult
Base Plate Base Detail laotory for _q daunping device that ran
irel minirrt the feffeots of Vibra6rsm
Phone: (866) 474-7200 - Fax: (81 7) 924-7049
..�_Amencqn
American Lue Pole reser�es the right `.o change any varier, ofthis PublicalJon will rul in mia,
LitePble to s'arnote product np!ovement and aruv to. mquens avarabricy.
V
project name
REGION 10 COMMUNITY
14 SERVICES BD, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MINOR SITE PLAN AMENDMENT
project phase
JUNE 5, 2017
issue date
- 04/30/17, SITE PLAN APPROVAL
- 07105117, MINOR SPA
1 08/21/17, COUNTY COMMENTS
revisions
LIGHTING DETAILS
sheet title
L 1,009,11o(�
sheet number
Submitted by Lighting Virginia- entral Catalog Number: Type: Submitted by Li2titin g Virginia-Cpntrat Catalog Number: Type: Submitted by Lighting Virginia -Central Catalog Number: Type:
--20-40-11-Al3-PC(XXX)-DM19
J_0b
tt
. W��sAkl� Name: VPL-64NB-1 35-5K-T4-UNV-RA-)(XX Job Name: VPL-64NB-135 -5K-T4-UNV-RA-XXX Job Name: SNS
LIGHTING Region Ten Women's Center WS -SP LIGHTING Region Ten Women's iCenter WS -SP L4 LIGHTING Region Ten Women's Center WS -SP
VL4 V POLE watce
VIRGINIA
e n Cr I in e e r;
VIRGINIA VIRGINIA Notes: Notes: LV - CENTRAL1 6-20814
Notes: LV CENTRAL16-20814 miirRiqt�� LV - CENTRAL16-20814 landscape architec ure I cM ng
9 Main Stree. 41134.2%.817/ Charlottesville, VA 22qO2
1,4DOM19
10
ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE I
BRILL PATTERN EPA!�
0 OM29
AMBIENT
TEMP. 7
25'C 177°C 1.0 0.91 _T 0.86 1 0.84 1 0.77 1 >143,000 go,
MOM 0. 1 =1i= 270'
120 1.1 +
-Lop Of Polo 1 Projected per ESIl
1 1 3 @ 120' 2
7TT Coo iderences the performance projections for the bast Media! in 840'c 0M
05/011, tog per ESNA I -M-80-32. 49
fit ammil. based on IO.W-0 hours of LED test 5011 75 p'r I'll
2XQ 120
-2m
"it Pi
80 2 700 277 180
: t 2 @ 90' 1.36 3 CD 90' 2.2
347 0.5 T20R (2 3/8- 00) 0
I use iii -so faccue to defermineelati,e, lunnen
p
120
Output tar averageddinient tediceratures fusn 0 T25R (2 7/8" Qb)
arm
-41)'UI32-1041;-
pciu 80 2 875 235 32F 1.02
e-4 0.7 C _T
ffl 12 @ 180 2 4 @ 90' 2.2 347 10 50'F 1,01 1 0 T30R (3 1/2
05 2 79�
ii HT 100
120
0.8 1 77F
96 2 700 220 POLE TOP OPTIONS
347 40'C 86'F 98 Alan G. Franklin
3 0.6 1 1
n
L I-- - _T
2 �1 40-C 0:FF M F Lie. No. 35326
PERFORMANCE DATA 2 75 277 1.0
- - ------ 347 280 0.8 f
5K 4K I
ob v;mt �
AB - ANCHOR BOLTS
(5000K nominal, 70 CRI) K minall, 70 CRI)
PCl - PAINTED TO BASE PLATE DETAIL
MilJ,LR;!kt.� DISTRIBUTION TYPE LUMENS LPWI 8 U G LUMENS LP MATCH BEACON
FINISH SELECTED IONAL
2!0"
O�C
�2010C
LP
15922 116 2 0 1 1 15762 115 W20 1
T2 14274 104 3 0 3 14131 103 1 3 1 0 3 1�!J, Nil (.,21
T3 14137 103 3 0 3 13996 102 3 0 3 DM19 - DRILLED FOR
T4 113 2 0 - 4 15356 112 2 0 3 SINGLE LUMINAIRE fl,,2; PROJECTION:
=64 625 MA ------
professional seal
T4-BLC 9040 66 0 0 2 8949 65 0 0 2 4 1
5" MAX
5QM 15511 113 4 0 2 15356 112 4 1 0 2 1
T513 15785 115 4 0 4 15627 114 4 0 4 QJAK` 5�1G[ 17 * ANCHOR BOLT TEMPLATE:
2J,
T5W 15372 112 4 1 0 1 2 15217 Ill 4 0 2 AHT-850-4
ALAN FRANKLIN, PE
fflifl 21132 117 2 0 12 20322 113 1 2 0 2 * GALVANIZED PER:
T2 105 3 0 4 18699 104 3 0 4 ASTIA A- 153
project manager
Flli
T3----- 18700 104 3 0 _ 3 18511, 103 3 0 3
T4 20571 114 3 0 4 20365 113 3 0 _41 JESSE CALDER
80 700l il T4-BLC 12166 1 68 1 0 3 12044 67 1 0
-------- --I ------------ — - ------_- ANCHOR BOLT DETAIL
T50M 20571 114 4 0 2 20365 113 4 0 2 1
116 4 0 4 20733 115 4 0
F T5R 20944 _�4 WIND (NIPH) 80 90 1GO projec team
E::--T5w 20290 113 5 0 3 20088 112 5 0 3
FR/TI 24866 2 0 2 1 24615 105 2 0 2 EPA 9.6 6�7 4.5
T2
23070 98 3 0 4 1 22839 97 3 0 _ 4J
T3 21947 1 93 3 0 4 1 21725 92 3 0 4 1
T4 24360 103 3 0 4 24028 102 3 0 5 1 WEIGHT 240 167 150
80 875 TIA 235 W T4-BLC 14633 62 1 0 3 14487 62 1 0 3] LOADING CHART
T50M 23138 98 4 0 2 22905 97 4 0 2 SPECIFICATON
COMPONENT
T5R 24779 1 105 5 0 5 24541 104 5 0 5' POLE SHAFT ASTM A-500 GRADE B
T5W 24175 103 5 0 1 3 23931 102 5 a 3� BASE PLATE ASTM A-36
. . . . . ..... ............. .. .. . ... . — - -----
FR/Tl 25358 113 2 0 1 2 25104 112 2 0 2 ANCHOR BOLTS ASTM F-1554 GRADE 55
T2 22665 101 3 0 1 4 22438 100 3 0 MISC. STEEL ASTM A-36
T3 22440 100 3 0 1 4 22216 99 3 1 1�
q6 700 TPA 220 W T4 24685 110 3 0 1 5 24438 109 3 0 5 SPECIFICATIONS
T4-BLC 14984 67 1 0 11 3 14834 66 1 0 3
1. ALL HARWARE TO BE GALVANIZED TO ASTM A153.
T50M 24685 1 110 4 0 1 2 24438 109 4 0 2 2. POLE ASSEMBLY TO BE PAJNTED OR GALVANIZED .
L5 B_ 25133 112 5 0 i 5 24882 ill 5 0 5 3. ALL WELDING TO CONFORM TO AWS D1.1 MOST RECENT EDITION.
4. POLE DESIGN IS BASED AGAJNST COMMERCIAL GRADE STANDARDS.
T5W 24349 log 5 0 3 1 24106 108 5 0 3
----- - — 5. DESIGN WIND SPEEDS IN LOADING CHART )NCLUDE 1.3 GUST FACTOR.
FR/TI 29839 106 3 0 2 29541 105 3 0 2
----------------- - - 6, POLES SHOULD BE MONITORED FREQUENTLY FOR SIGNS OF HARMONIC
T2
27369 9S 4 0 5 27096 97 4 0 5 VIBRATION, WHICH WILL CAUSE STRUCTURAL FATIGUE. CONSULT FACTORY
T3 26336 93 3 0 4 26073 92 3 0 4 FOR A DAMPING DEVICE THAT CAN HELP MINIMIZE THE EFFECTS OF VIBRATION.
3- 5 837 rl OT 3 0 5
T4 29128 102 0
96 875CIA 280 W GENERAL NOTES
T4-BLC 17564 65 1 —0 _E4 17389 1 65 1 0 4
3
28889 103 5 T
T50M 0 28601 102 5 1 0 3 1 H N/1 YN, R K ,,Fil' /kPPR0v7Y-\J_\
T513 5 1 1
5 1 0 5 28893 104 5 1 0 1 5 rnp, DAT�:
T5W 29010 102 1 5 1 0 14 28720 101 5 1 0 1 4 ......... . . ......... ................... . . ..... -------- — ----
AMHRIC\NLI I E POLE ;<�V IcA'E IDY Ia_V00'I DESC,�',!PTIIM SC�LE: LIA[Ei "Wo ull
2800SAIULF14, SUI'FE`i00 WECT rV.1AE:
Lumen values are fioul pholurnutrIc tests penrured in accordance and] il LM -79-08. Data is considered to bm, representative of the configuatious shown. Act111 ual performance, iray differ as a result of end-user enveraninent and appjcaldn. FORTWO1641, TX 7010�9 NONE 05/10/07 BM
,�t;Ydmeortcqn Xt 7-924-7049 FAX 'R
Beacon Products - 2041 58th Avenue Cir cle East Bradenton , FL 34203 - Phone: 800-345-4928 HUBBELL
Beacon Products 2041 58th Avenue Circle East Bradenton , FL 34203 Phorie: 800-345-4928 l HUBBELL C0NFITpnNTI,\L CT�,
nue efforts to improve our products, product specifications are subject to change without notice. Ligtitin
g UteFbAe u1-11-1T-C-.r1--
Due to our continued eftortr, to improve our products, product specificaflons are subject to changevvithout notice. Lighting BF-JUMN Due to our co" al
C-i2016BEACCURCOUCTS, All RgIsts Reae:d - For None nlorricuer, visit our cel)site� www.beacorprooluctsxorn - PrintedinUSA SPEC1,116 Printediml _U ilt 111, IF 11S iCLIVIT SQUARF STRAIGHT STEEL
CO2016BEACONFRODUMS, All Ngirts Base,vito -for more visit our censr, iiv�.Ideacorqoroductexoog optic 1,16
SNS -20-40-1 I -AB
20" X 4" X It GA I
'
�i
i�
�r
7
ANCHOR BOLT
�O
3,000 PSI CAST IN PLACE
CONCRETE FOOTING
-------------
#6 VERTICAL
#3 CIRCULAR TIES AT 4 2 O -C -
FINISHED GRADE
I k
ASPHALT TO SPECIFIED DEPTH
it
77--
77-1
COMPACTED SUBGRADE
. .. ..... ..
II
I -Li ul
I __J
0 0
'4
it
I" SCHEID. 40 PVC CONDUIT
n o -
CD
LU
F
N 0
- --------- -
0 0
LL_ LLL
7;
A
4
0 CD
.
. .
L0
it
--------
-----
.......
170
4
4
-3 CL
1-611
7177
-
Ll
------------
i I
- LIGHT POLE FOUNDATION
SCALE: NTS
Anchor Bolt
Bolt Circle
Projection
Width I - ---- - ------ - -
J
Slotted
Holes Poles should be manitoreri frequently
or ha
or sigirs , arnionic vibration, which
consult
Base Plate Base Detail laotory for _q daunping device that ran
irel minirrt the feffeots of Vibra6rsm
Phone: (866) 474-7200 - Fax: (81 7) 924-7049
..�_Amencqn
American Lue Pole reser�es the right `.o change any varier, ofthis PublicalJon will rul in mia,
LitePble to s'arnote product np!ovement and aruv to. mquens avarabricy.
V
project name
REGION 10 COMMUNITY
14 SERVICES BD, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MINOR SITE PLAN AMENDMENT
project phase
JUNE 5, 2017
issue date
- 04/30/17, SITE PLAN APPROVAL
- 07105117, MINOR SPA
1 08/21/17, COUNTY COMMENTS
revisions
LIGHTING DETAILS
sheet title
L 1,009,11o(�
sheet number
Submitted by Lighting Virginia- entral Catalog Number: Type: Submitted by Li2titin g Virginia-Cpntrat Catalog Number: Type: Submitted by Lighting Virginia -Central Catalog Number: Type:
--20-40-11-Al3-PC(XXX)-DM19
J_0b
tt
. W��sAkl� Name: VPL-64NB-1 35-5K-T4-UNV-RA-)(XX Job Name: VPL-64NB-135 -5K-T4-UNV-RA-XXX Job Name: SNS
LIGHTING Region Ten Women's Center WS -SP LIGHTING Region Ten Women's iCenter WS -SP L4 LIGHTING Region Ten Women's Center WS -SP
VL4 V POLE watce
VIRGINIA
e n Cr I in e e r;
VIRGINIA VIRGINIA Notes: Notes: LV - CENTRAL1 6-20814
Notes: LV CENTRAL16-20814 miirRiqt�� LV - CENTRAL16-20814 landscape architec ure I cM ng
9 Main Stree. 41134.2%.817/ Charlottesville, VA 22qO2
1,4DOM19
10
ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE I
BRILL PATTERN EPA!�
0 OM29
AMBIENT
TEMP. 7
25'C 177°C 1.0 0.91 _T 0.86 1 0.84 1 0.77 1 >143,000 go,
MOM 0. 1 =1i= 270'
120 1.1 +
-Lop Of Polo 1 Projected per ESIl
1 1 3 @ 120' 2
7TT Coo iderences the performance projections for the bast Media! in 840'c 0M
05/011, tog per ESNA I -M-80-32. 49
fit ammil. based on IO.W-0 hours of LED test 5011 75 p'r I'll
2XQ 120
-2m
"it Pi
80 2 700 277 180
: t 2 @ 90' 1.36 3 CD 90' 2.2
347 0.5 T20R (2 3/8- 00) 0
I use iii -so faccue to defermineelati,e, lunnen
p
120
Output tar averageddinient tediceratures fusn 0 T25R (2 7/8" Qb)
arm
-41)'UI32-1041;-
pciu 80 2 875 235 32F 1.02
e-4 0.7 C _T
ffl 12 @ 180 2 4 @ 90' 2.2 347 10 50'F 1,01 1 0 T30R (3 1/2
05 2 79�
ii HT 100
120
0.8 1 77F
96 2 700 220 POLE TOP OPTIONS
347 40'C 86'F 98 Alan G. Franklin
3 0.6 1 1
n
L I-- - _T
2 �1 40-C 0:FF M F Lie. No. 35326
PERFORMANCE DATA 2 75 277 1.0
- - ------ 347 280 0.8 f
5K 4K I
ob v;mt �
AB - ANCHOR BOLTS
(5000K nominal, 70 CRI) K minall, 70 CRI)
PCl - PAINTED TO BASE PLATE DETAIL
MilJ,LR;!kt.� DISTRIBUTION TYPE LUMENS LPWI 8 U G LUMENS LP MATCH BEACON
FINISH SELECTED IONAL
2!0"
O�C
�2010C
LP
15922 116 2 0 1 1 15762 115 W20 1
T2 14274 104 3 0 3 14131 103 1 3 1 0 3 1�!J, Nil (.,21
T3 14137 103 3 0 3 13996 102 3 0 3 DM19 - DRILLED FOR
T4 113 2 0 - 4 15356 112 2 0 3 SINGLE LUMINAIRE fl,,2; PROJECTION:
=64 625 MA ------
professional seal
T4-BLC 9040 66 0 0 2 8949 65 0 0 2 4 1
5" MAX
5QM 15511 113 4 0 2 15356 112 4 1 0 2 1
T513 15785 115 4 0 4 15627 114 4 0 4 QJAK` 5�1G[ 17 * ANCHOR BOLT TEMPLATE:
2J,
T5W 15372 112 4 1 0 1 2 15217 Ill 4 0 2 AHT-850-4
ALAN FRANKLIN, PE
fflifl 21132 117 2 0 12 20322 113 1 2 0 2 * GALVANIZED PER:
T2 105 3 0 4 18699 104 3 0 4 ASTIA A- 153
project manager
Flli
T3----- 18700 104 3 0 _ 3 18511, 103 3 0 3
T4 20571 114 3 0 4 20365 113 3 0 _41 JESSE CALDER
80 700l il T4-BLC 12166 1 68 1 0 3 12044 67 1 0
-------- --I ------------ — - ------_- ANCHOR BOLT DETAIL
T50M 20571 114 4 0 2 20365 113 4 0 2 1
116 4 0 4 20733 115 4 0
F T5R 20944 _�4 WIND (NIPH) 80 90 1GO projec team
E::--T5w 20290 113 5 0 3 20088 112 5 0 3
FR/TI 24866 2 0 2 1 24615 105 2 0 2 EPA 9.6 6�7 4.5
T2
23070 98 3 0 4 1 22839 97 3 0 _ 4J
T3 21947 1 93 3 0 4 1 21725 92 3 0 4 1
T4 24360 103 3 0 4 24028 102 3 0 5 1 WEIGHT 240 167 150
80 875 TIA 235 W T4-BLC 14633 62 1 0 3 14487 62 1 0 3] LOADING CHART
T50M 23138 98 4 0 2 22905 97 4 0 2 SPECIFICATON
COMPONENT
T5R 24779 1 105 5 0 5 24541 104 5 0 5' POLE SHAFT ASTM A-500 GRADE B
T5W 24175 103 5 0 1 3 23931 102 5 a 3� BASE PLATE ASTM A-36
. . . . . ..... ............. .. .. . ... . — - -----
FR/Tl 25358 113 2 0 1 2 25104 112 2 0 2 ANCHOR BOLTS ASTM F-1554 GRADE 55
T2 22665 101 3 0 1 4 22438 100 3 0 MISC. STEEL ASTM A-36
T3 22440 100 3 0 1 4 22216 99 3 1 1�
q6 700 TPA 220 W T4 24685 110 3 0 1 5 24438 109 3 0 5 SPECIFICATIONS
T4-BLC 14984 67 1 0 11 3 14834 66 1 0 3
1. ALL HARWARE TO BE GALVANIZED TO ASTM A153.
T50M 24685 1 110 4 0 1 2 24438 109 4 0 2 2. POLE ASSEMBLY TO BE PAJNTED OR GALVANIZED .
L5 B_ 25133 112 5 0 i 5 24882 ill 5 0 5 3. ALL WELDING TO CONFORM TO AWS D1.1 MOST RECENT EDITION.
4. POLE DESIGN IS BASED AGAJNST COMMERCIAL GRADE STANDARDS.
T5W 24349 log 5 0 3 1 24106 108 5 0 3
----- - — 5. DESIGN WIND SPEEDS IN LOADING CHART )NCLUDE 1.3 GUST FACTOR.
FR/TI 29839 106 3 0 2 29541 105 3 0 2
----------------- - - 6, POLES SHOULD BE MONITORED FREQUENTLY FOR SIGNS OF HARMONIC
T2
27369 9S 4 0 5 27096 97 4 0 5 VIBRATION, WHICH WILL CAUSE STRUCTURAL FATIGUE. CONSULT FACTORY
T3 26336 93 3 0 4 26073 92 3 0 4 FOR A DAMPING DEVICE THAT CAN HELP MINIMIZE THE EFFECTS OF VIBRATION.
3- 5 837 rl OT 3 0 5
T4 29128 102 0
96 875CIA 280 W GENERAL NOTES
T4-BLC 17564 65 1 —0 _E4 17389 1 65 1 0 4
3
28889 103 5 T
T50M 0 28601 102 5 1 0 3 1 H N/1 YN, R K ,,Fil' /kPPR0v7Y-\J_\
T513 5 1 1
5 1 0 5 28893 104 5 1 0 1 5 rnp, DAT�:
T5W 29010 102 1 5 1 0 14 28720 101 5 1 0 1 4 ......... . . ......... ................... . . ..... -------- — ----
AMHRIC\NLI I E POLE ;<�V IcA'E IDY Ia_V00'I DESC,�',!PTIIM SC�LE: LIA[Ei "Wo ull
2800SAIULF14, SUI'FE`i00 WECT rV.1AE:
Lumen values are fioul pholurnutrIc tests penrured in accordance and] il LM -79-08. Data is considered to bm, representative of the configuatious shown. Act111 ual performance, iray differ as a result of end-user enveraninent and appjcaldn. FORTWO1641, TX 7010�9 NONE 05/10/07 BM
,�t;Ydmeortcqn Xt 7-924-7049 FAX 'R
Beacon Products - 2041 58th Avenue Cir cle East Bradenton , FL 34203 - Phone: 800-345-4928 HUBBELL
Beacon Products 2041 58th Avenue Circle East Bradenton , FL 34203 Phorie: 800-345-4928 l HUBBELL C0NFITpnNTI,\L CT�,
nue efforts to improve our products, product specifications are subject to change without notice. Ligtitin
g UteFbAe u1-11-1T-C-.r1--
Due to our continued eftortr, to improve our products, product specificaflons are subject to changevvithout notice. Lighting BF-JUMN Due to our co" al
C-i2016BEACCURCOUCTS, All RgIsts Reae:d - For None nlorricuer, visit our cel)site� www.beacorprooluctsxorn - PrintedinUSA SPEC1,116 Printediml _U ilt 111, IF 11S iCLIVIT SQUARF STRAIGHT STEEL
CO2016BEACONFRODUMS, All Ngirts Base,vito -for more visit our censr, iiv�.Ideacorqoroductexoog optic 1,16
SNS -20-40-1 I -AB
20" X 4" X It GA I