HomeMy WebLinkAboutARB201600082 Plan - Submittal (First) 2016-07-05VICINITY MAP: 1" = 500'
GENERAL CONSTRUCTION NOTES
ION
WOMEN'S SHELTER
ALBEMARLE COUNTY, VIRGINIA
MAJOR SITE PLAN AMENDMENt
(SDP #)
DULY 51 2016
FINAL APPROVAL:
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 / 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
SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
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
CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED, EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN
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
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
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.
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
WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS,
NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A
CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY
STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT
IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE..
10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF
SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF
SERVICE.
11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE
NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBT/,,IN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO
STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED
WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD.:, PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT).
14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRELD PRE -CONSTRUCTION CONFERENCE.
15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY.
16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE.
17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED
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
EROSION CONTROL BOND.
18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HOR1'LONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE,
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.
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
CHANNEL.
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.
21. ALL CURBING SHALL BE VDOT STANDARD CG-2, CG-6, CG-3, OR CG-7 AS NOTED ON THE PLANS.
22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO I & WHERE A 2' OVERHANG IS POSSIBLE.
23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS (OTHERWISE SPECIFIED.
24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBC)LS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A 5' X 18' PAINT -OUT AISLE OR A 8' X 18'
PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL
25. LOADING SPACES TO BE 12' x 25WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30".
27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATTED BEHIND ANY PARKING SPACES.
28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. (ONE-WAY TRAVELWAYS SHALL BE 12` WIDE.
29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION.
30. DUMPSTER PADS TO BE MINIMUM I O' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING.
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.
32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE
CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB-1 BEDDING.
33. ALL PVC CONDUIT SHALL BE SCHEDULE 40.
34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING.
35. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM
36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE
SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE.
37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER. TO WITHIN % INCH OF REQUIRED SUBGRADE ELEVATIONS.
38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN % INCH OF REQUIRED FINISH ELEVATIONS.
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.
41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS.
42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY
CONTRACTOR TO ENSURE SURVIVABILITY, ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A
SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES.
43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HANDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION
AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR
SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE.
44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE (NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO
ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN
ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRE FE PIPE - CLASS ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT
OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
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
PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION.
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, ANID ROADWAY SHOULDER
WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
6. WHERE RURAL CROSS( SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
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,
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING
AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER (REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY
ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
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.
11. THE SPEED LIMITS TO IBE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE: SAG POINTS AS SHOWN
ON THE ROAD PROFILES.
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.
RWSA CONSTRUCTION NOTES: SEE SHEET 2
STANDARDS AND SPECIFICATIONS
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008.
3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011.
4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD
EDITION, 1992.
5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION.
6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009.
7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS
WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005.
8. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003.
SURVEYOR'S LEGEND UTILITIES LEGEND DEMOLITION LEGEND
BH BORE HOLE GAS LINE G TBS TO BE SAVED
BM BENCH MARK PHONE LINE UGT TBR TO BE REMOVED
CO CLEAN OUT OVERHEAD ELECTRIC OHE EX. EXISTING
DIP DUCTILE IRON PIPE SANITARY SEWER S SITE ELEMENT TO BE REMOVED
E SANITARY SEWER MANHOLE UNDERGROUND ELECTRIC UGE
IF IRON FOUND WATER LINE W / \
MF MONUMENT FOUND EX. STORM DRAIN LINE ` 1 TREE TO BE REMOVED
PF PIPE FOUND PROP. STORM DRAIN LINE \�
PKNS P-K NAIL SET
S SIGN UTILITY LINE TO BE REMOVED
WM WATER METER
WV WATER VALVE
240AK40 = 24" OAK W/ 40' CANOPY DIA. -y
SITE DATA
DEVELOPER:
REGION 10 COMMUNITY SERVICES BD, INC. 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903
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
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).
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).
3. ALLOW BUILDING TO ENCROACH INTO 50' MINIMUM SIDE YARD SETBACK ADJACENT TO RESIDENTIAL
DISTRICT - SECTION 4.20(A).
SURVEY SOURCES:
LINCOLN SURVEYING (434) 974-1417
THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON MARCH 24, 2016
DATUM:
HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88.
BENCHMARK:
SEE SURVEY
MISS UTILITY TICKET NUMBER:
B608801898-OOB, Ai3613500367-00A
LAND -USE BREAKDOWN:
LANDyl1SE SF AC
BUILDINGS. 110 0.455
PAVED AREA: 160,126 1676 44%
.....
PERVIOUSIOPEN A� 'A: 185,215 4,252 51%
.........
TOTAL SITE ACREAGE: 365,151 8,383 . _ 1 %
BUILDING SQUARE FOOTAGE:
11,820 SF EXISTING
7,990 SF PROPOSED
19,810 SF TOTAL
SETBACKS:
10' MINIMUM FRONNT BUILDING SETBACK
30' MAXIMUM FRONT BUILDING SETBACK
50' BUILDING SETBACK ADJACENT TO RESIDENTIAL
20' PARKING SETBACK ADJACENT TO RESIDENTIAL
20' BUFFER ZONE ADJACENT TO RESIDENTIAL
MAX. HEIGHT OF STRUCTURE:
65BY CODE
40' EXISTING BUILDING
33' - 1 1" HEIGHT PROPOSED BUILDING
NUMBER OF EMPLOYEES:
8
RECREATIONAL AREA:
N/A
LANDSCAPE REQUIREMENTS:
SEE LANDSCAPE PLAN FOR CALCULATIONS
PARKING REQUIREMENTS:
SEE LETTER
TRIP GENERATION ESTIMATES:
LAND USE CODE 610: HOSPITAL (8 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
104 VPD
12 VPH
13 VPH
65 VPD
58 VPD
SITE NOTES:
1. THE PROJECT PROPOSES A 7,990 SQUARE FOOT BUILDING AND SMALL PARKING LOT ON AN UNDEVELOPED PORTION OF THE REGION TEN
FACILITY/PROPERTY ON OLD LYNCHBURG ROAD.
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.
APPROVALS:
PLANNING/ZONING
ARCHITECTURAL REVIEW BOARD
ENGINEER
BUILDING OFFICIAL
FIRE OFFICIAL
ACSA
VDOT
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ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
project name
REGION 10 COMMUNITY
SERVICES BD, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MAJOR SITE PLAN AMENDMENT
project phase
J U LY 5, 2016
issue date
revisions
61
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professional seal
ALAN FRANKLIN, PE
project manager
jESSE CALDER
project team
REGION TEN
WOMEN'S SHELTER
project name
REGION 10 COMMUNITY
SERVICES BID, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MAJOR SITE PLAN AMENDMENT
project phase
JULY 5, 2016
issue date
revisions
EXISTING
CONDITIONS I
sheet title
0 10' 20' 40'
L 1 00 1
sheet number
w a t e r s t r e e t s t
ai n; d s c al, p e a Civil en-,nf.�erino
41« L 1V lir' �t-`L "w. I L [ C, �s V. 1: e— , V 2 2
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
MAJOR SITE PLAN AMENDMENT
project phase
JULY 5, 2016
issue date
revisions
EXISTING
CONDITIONS 2
sheet title
N
0 10' 20' 40'
w6mwmw� Ll *02
sheet number
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WOODLANDS LAND PROJECT, L L C
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D. B. 2168 P. 105 PLAT
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professional seal
ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
project name
REGION 10 COMMUNITY
SERVICES BD, INC.
client
502 OLD LYNCHBURG ROAD
CHARLOTTESVILLE, VIRGINIA 22903
project address
NA
project number
MAJOR SITE PLAN AMENDMENT
project phase
JULY 5, 2016
issue date
revisions
LAYOUT PLAN
sheet title
0 10' 20' 40'
11003
sheet number
w at e r s r e e
1 nc s c a p e
n e e
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TYPE
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IN
INVERT
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PIPE
DESCRIPTION
A:6
VDOT STD. EW -1
NA,
483,10
406.50
10.49 LF OF 54" RCP @' 4.77%
A5
72'" DIAMETER STORM MANHOLE
415.00
406i00
405.90 ,
1
172,39 LF OF 54" RCP @ 1.24%
A4
72" DIAMETER STORM MANHOLE W/
413,00
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A3
72" DIAMETER STORM MANHOLE WITRASH
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72" DIAMETER STORM MAINHOLE
415.00
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40140
17.79 LF OF EX 54' RCP @ 7,35%
Al
72" DIAMETER STORM DOGHOUSE MANHOLE
412,50
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EX
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. . . . ......
409.50
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60,00 LF OF 15" RCP @
Al
72" DIAMETER STORM DOGHOUSE MANHOLE
412,550
406A0
401.10
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. .. ... - -
...................... ...........
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VDOT STD. MHA
411 0
410,84
410.74
21.00 :LF OF 15" RCP @ 11,38%
A3
72" DIAMETER: STORM MANHOLE Wi TRASH
41150
408,35
403.25
ALL STORM PIPE TO BE CLASS III RCP, ADS N-12r OR EQUAL, (DUAL WALL) HDPE, SCHE r DULE 40 PVC, OR SDR-25 PVC
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
MAJOR SITE PLAN AMENDMENT
project phase
JULY 5, 2016
issue date
revisions
GRADING & UTILITY
PLAN
sheet title
0 10' 20' 40'
6pmmm%mmml� 0
sheet number
Z
Q
J
D_
LU
LU
CO
STORM DRAIN 'A' PROFILE:
SCALE: H: 1 "=20', V: 1 "=10'
WHERE v PLAN
APPLICABLE
�^"SIGN JOINT
)OTH TROWELED EDGE;
NAIL
M FINISH; TYP.
,.
2 EXPANSION JOINT W/ z" RECESSED
BACKER ROD AND CAULK, SPACED
EVERY 25' (MIN) O.C.; TYP. OR AS
1 `4" DEEP CONTRACTION/SCORE SHOWN PER PLANS
JOINT, SPACED EVERY 5' O.C.; TYP.
OR AS SHOWN PER PLANS 3000 PSI CONCRETE AT 28
DAYS, AIR -ENTRAINED
SECTION
WWF6"X6"W'1.4XW1.4W/2"
MIN. COVER - ONLY WHEN /
WHERE VEHICULAR TRAFFIC IS
EXPECTED TO OCCUR
COMPACTED VDOT #21A STONE
BASE
-95% COMPACTED SUBGRADE
CONCRETE SIDEWALK/PATIO
SCALE : NTS
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 ADJIACENT
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 Y CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR.
MINIMUM CONCRETE COVER 1yY.
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 7".
PERMISSIBLE
CONSTRUCTION
JOINT
# 5 DOWELS, 8" LONG A PERMISSIBLE
AT 12" C C E j CONSTRUCTION
5' MIN. JOINT SECTION B-B
2:1 X..`: z .. .;
121 MAX 2 ss �
B 2 ' f� B.r 12:1 MA.X.
TRUNCATED DOMES
5-0" MIN.
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 48 : 1 MAX. Q O� 2:T M X•
20 : 1 48 : 1 MAX. 0
=
t A 4' SQUARE LANDING AREA
SECTION A -A O ➢ OUTSIDE OF TRAVELWAY
2' MIN. SHALL BE PROVIDED FOR
�ROSSWALY PERPENDICULAR CROSSWALK
n WITHIN THE MARKED
CROSSWALK CROSSWALK AREA.
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
2y8" C-C TRUNCATED DOME
2ya" C-C
c .. a 0 a
c:
VARIABLE
4' MINIMUM.
PAY LIMITS
DETECTABLE WARNING
DETAIL
NOTE:
ALL DETECTABLE
WARNING AERAS
SHALL BE PAINTED
YELLOW UNLESS AN
EXISTING CONDITION
IS ALREADY PRESENT.
4 VDOT STD. CG-12B
C2.01 SCALE: NTS
-I-
Y" DIA.
i %" DIA.
TRUNCATED DOME
DETAIL
CG-12 DETECTABLE WARNING SURFACE
(ACCESS FOR MOBILITY IMPAIRMENTS)
VIRGINIA DEPARTMENT OF TRANSPORTATION
12"
HANDICAP SIGN -
RESERVED BLUE BACKGROUND, WHITE LETTERING
PARKIN?.,,,.,—'(MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS
EQUIVILENT)
F(!�Jl
11
PENALTY
VAN $ioo-$sooFlriE
TOW-ANlAY ZGNE
ACCESSIBLE --
�I _I
12" X 12" PENALTTY FINE PLACECARD MAY BE ADDED
BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL
AUTHORITIES)
SIGN MUTCD R7-8B
SHALL BE INSTALLED AT SPACES WHICH ARE VAN
ACCESSIBLE ONLY AS SHOWN ON PLANS
-P
CD
METAL SIGN POST-
84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO
WALK PASSES BY OR UNDER THE SIGN
\ f
00X
12"
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*] 5180)
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 : NTS
1 ASPHALT PAVING SECTION
C2.01 SCALE NTS
D
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.
2 VDOT STD. CG-2
C2.01 SCALE : NTS
NO`
NO
DUAL SERVI -E
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
11/8 BEND COI
2" VDOT SM 9.5A
ASPHALT WEARING COURSE
8" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE
4„ L/-2" R
SURFACE
��•z, `t,`;4,Y ;, 0.
SUBBASE
T" rnMPRESSION x 3/4" MALE PIPE COUPLING
PPROVED EQUAL
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
2'
FL
+' POMPRESSION x 3/4" MALE PIPE COUPLING
PPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED,
CAST IRON LID
ERSETTER
iNtUt: KHAN T
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" 8c 1 " METERS
NTS
FIG. W-6A
TD-10
w e s t e e tjj
i"iwtSci£':ie a ::1 .,_..:Ci,ii"f'. I CI`lt;i
2 i"€ .i8 F i\%i?IY1 S$ree 4)'-. i�:`'ifil'.t">'v:i VA 2c;,i��2
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
MAJOR SITE PLAN AMENDMENT
project phase
J U LY 5, 2016
issue date
revisions
SITE DETAILS
sheet title
Ll 06
•
sheet number
V)
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1 - PLANTING SOIL SECTION
SCALE: 1" = 1'-0"
3" DOUBLE SHREDDEI
HARDWOOD MULCF
ROUGHEN SIDES
OF PLANTING HOLE
PULL OR WASH POTTI
MIX AND ROOT MAT
APART TO DIRECT TH
OUTER ROOTS INTO 1
ADJACENT SOIL. DO
LEAVE CIRCLING RO
AGAINST THE ROOT I
NATIVE BACKFILL SO
AMENDED WITH 15%
DECOMPOSED
ORGANIC COMPOS
DEPTH NOTES:
-3'-0" FOR ALL TREES
-2'-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
DIAMETER MINIMUM
SHRUB PLANTING SECTION
LE: 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
DOUBLE -SHREDDED
RDWOOD MULCH
3GRADE
PERENNIAL & GROUNDCOVER PLANTING - SECTION
SCALE: 1 /2" = 1'-0"
PLANTING NOTES
2"x2"x6' MII
-USE 2 STAK
AND SET OI
PACKAGE
3" DOUBLE
HARDWOC
TAPER AT TI
TO WITHIN
IN PLANTIN,
REMOVE A
STRING FRC
AND ALL BI
TOP 2/ OF I
ROUGHEN
OF PLANTI�
NATIVE BA(
AMENDED
ORGANIC
COMPACT
TO FORM F
TO PREVEI`,
1. CONTRACTOR SMALL VERIFY PLANT MATERIAL QUANTITIES SOWN ON PLAN WITH TOTALS IN PLANTING
SCHEDULE. NOTIIFY 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 CONIDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS GUARANTEE SHALL BE
REPLACED AT NO COST TO THE OWNER. REPLACEMENT SHALL BE GUARANTEED THROUGHOUT THE
ORIGINAL GUAR',ANTEE 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 PLAN(S) 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
CALE : 1 /2" = 1 '-0"
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 SHALL 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.
JM WIRE TIES OR 12 GAUGE
'POST CLIPS MINIMUM 3 PER
TS
UM SPACING
DIN SIGNAGE (TYP.) 30' MAXIMUM
'X2" WELDED WIRE FENCE FABRIC
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.
WELDED WIRE TREE PROTECTION FENCE
CALE : NTS
w a t e r s t r e e
E nCll scc'i 1,)i fci`'u`i! S'nZ?i nL,erI ni.
I .
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
MAJOR SITE PLAN AMENDMENT
project phase
JULY 5, 2016
issue date
revisions
PLANTING DETAILS
sheet title
Ll 007
sheet number
Prepared by:
LIGHTING V|RG|N|ACENTRAL
40OG-2South|okeBlvd.
Richmond, VA 23236
Te|:8O4'379-7777
MH = MOUNTING HEIGHT IN FEET
Luminaire Schedule
Symbol
Qty
Label
Arrangement
Lum. Lumens
LLF
IMANUFAC]
Description
Lum. Watts
Mounting Ht
w a t &� r s t r e e +
!�� '�C8�� 8ychile(tU[e | [iVi|
zp8 3"mc 494255..S177 Ole, XA zzy�z
X19-01111123
l.NOALTERATIONS DRMODIFICATIONS SHALL 8EMADE TOTHIS PLAN WITHOUT THE
PERMISSION OFLIGHTING Y|RG|N|ACENTRAL, ADAMSPARNELL'LLC.
2.THE OUTPUT {}NTHIS PHOTOMETRIC LAYOUT |3SPECIFIC T(JTHE MANUFACTURER
AND CATALOG NUMBERS LISTED |NTHE LUM|NA|RESCHEDULE. SUBSTITUTIONS {}R
DB/|AT|(}N5 FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS.
ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW
COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND /\ FULL SET
{)F|TL 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 /\S/\VISUALIZATION AID.
FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR
TO INSTALLATION, CRITICAL SITE INFORMATION (POLE L{}C/\T|{}N3' ORIENTATION,
MOUNTING HEIGHT, BC.)SHOULD BECOORDINATED WITH THE CONTRACTOR AND/OR
SPECIFIER RESPONSIBLE FOR THE PROJECT.
4.LUM|N/\|REDATA |STESTED T{}INDUSTRY STANDARDS UNDER LABORATORY
CONDITIONS AND SUPPLIED 8YOTHERS TDLIGHTING Y|RG|N|A. OPERATING VOLTAGE
AND NORMAL MANUFACTURING TOLERANCES OFLAMP, BALLAST, AND LUM|N/\|RE
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 FR{)k4 ELECTRONIC
FILES MAY OCCUR /\TOTHER THAN THE DESIRED {]RASSUMED GRAPHIC SCALES. |T
|JTHE RESPONSIBILITY (}FTHE RECIPIENT T[}VERIFY THAT THE PRINTED [}R
PLDTTED-TD-SC/\LEDRAWING |3PRINTED TOSCALE.
GENERAL LIGHTING
NOTES
1. CONTRACTOR SHALL CONFIRM CONSISTENCY OF MATERIAL QUANTITY BETWEEN PLANS AND LIGHTING
SCHEDULE AND REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT IMMEDIATELY. ANY REQUESTS FOR
LIGHTING SUBSTITUTIONS (}RCHANGES MUST 8ESUBMITTED |NWRITING TOTHE LANDSCAPE ARCHITECT FOR
SUBSEQUENT REVIEW AND APPROVAL 8YTHE LOCALITY.
2. DEVIATIONS OR SUBSTITUTIONS WITHOUT APPROVAL BY THE LOCALITY ARE UNACCEPTABLE.
3. LIGHTING CONTRACTOR SHALL 8E RESPONSIBLE FOR DESIGN OF EXTERIOR ELECTRICAL CIRCUITRY TO
SUPPORT SITE LIGHTING SYSTEM, ALL LINES RUNNING UNDER PAVEMENT OF ANY TYPE SHALL BE PLACED WITHIN
SCHEDULE 40{}R3DR35PVC CONDUIT.
4.L|GHTING CONTRACTOR SHALL COORDINATE WITH PROJECT MEP TO ENSURE PROPER SIZING OF ELECTRICAL
TRANSFORMERS, ELECTRICAL PANELS, ETC. TOSUPPORT SITE LIGHTING SYSTEM.
5.FINISH [)FFIXTURES SHALL BEBLACK UNLESS OTHERWISE SPECIFIED ONTHE DRAWINGS.
6. LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) OR A COMBINATION THEREOF.
7.POLES T{}8ELOCATED |NANY VEHICULAR TRAYELYVAY(}RPARKING AREA SHALL BEMOUNTED (}NA
2-FOOT-HIGH CONCRETE PIER. POLE HEIGHTS SPECIFIED ON PLANS ACCOUNT FOR CONCRETE BASES WHERE
APPLICABLE.
8. JUNCTION BOXES AND OTHER SIMILAR FIXTURES SHALL BE WATERPROOF. ELECTRICAL OUTLETS TO BE
LOCATED ON FIXTURES SHALL BE GFI WITH WEATHERPROOF COVERS.
9.OUTDOOR LUMINAIRES SHALL BEARRANGED ORSHIELDED TOREFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS.
l0.SPILLOVER {}FLIGHT FROM EXTERIOR LIGHTING ONTO PUBLIC ROADS AND ADJACENT PROPERTY SHALL
NOT EXCEED (}NE -HALF /Y\ FOOT-CANDLE UNLESS SPECIFICALLY AUTHORIZED BY THE LOCALITY.
\l.ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24'HOUROPERATION SHALL HAVE INSTALLED
EITHER /\NAUTOMATIC SWITCHING (}RPHOTOCELL CONTROL SYSTEM. |F/\NAUTOMATIC SWITCHING SYSTEM |5
PREFERRED, THEN |TSHALL HAVE THE FOLLOWING FEATURES: /\ SEVEN-DAY OPERATION, ASTRONOMIC
CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR-HOUR BACKUP. CONTRACTOR
SHALL INSTALL THE YY/\TTJT{}PPER/LEGR/\ND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8685 ([)R
EQUAL) SUITABLE TCJTHE PROJECT AND CAPABLE ()FMEETING THE ABOVE REQUIREMENTS.
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lI84595P,/67/l3. 3453�27,5-277FLA7
R-/JRESIDENTIAL
Calculation Summary
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Min
Property line
Illuminance
Fc
0.07
0.5
0.0
N.A.
N.A.
Site to Zero
Illuminance
Fc
0.46
10.1
0.0
N.A.
N.A.
JSMH
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0 10' 20' 40'
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professional seal
/\[4hJ FR/\NK[IN' PE
project manager
jESSE C/\LDER
project team
REGION
X v�~� � � TEN
�
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,,. .°`^.. =.� PLAN ,, AMENDMENT
project phase
|U\Y� 90l�
^"�. �,��u.vissue date
revisions
PHOTOMETRIC
��| 7~ � � ��7~��|�~� PLAN
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Job Type
SERIES Approvals
LARGE VIPER LUMINAIRE . .
SPECIFICATIONS PRODUCT IMAGE(S)
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Intended Useir opi;onal �,zei . . � ,
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I r. Beacon Vicar I , ;i;�5;1 I
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,., rt,- , , e cl 'o -,�,, cif oz o,cn�L LED Wattage -
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. ,; �,r r1;g - I -�!,.,,,��_, _, -_.-,r� , .�,.-_�:, I ` 1, I i��c,,,,. -_ ,�, - -
configuralions anci cptica� distridi�b,'05 desioned I _ --- �
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to rop�a_l HID lighaing up to 1, mFi o' FPS
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allow 5 differ,ent mourtting I'S -:)r apoicaticri
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, . - 11.jsjin� Cialladons, C, .1 I .)
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Lu . ii,�airits are surtablp foa-viet IoCalioi is,
,
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Alliffism"
Construction:
I'
- one piste optical cart: [age system oonaisL: g be . Installation:
of an LED engine, LED arrips, optics, gasket - Mounting options foe riorzonfal arrn. Vertical
tind stainless steel be-lel ler"on or traditionalism rnour-ltingavailable,
i. . Garlridgp is hald together with inr8r; %al brass Mcuniing hRah,vare included.
starldr)"r, soldered to the boord, so that it can - PracIoct is suitable fot applications requiring
Le thaki lepfa�Bdas alone piece optical system. 3G testngt presci bed by ANSI C 1:36.31
f,A,.,.c i I - - -piece sloone anci nri:cro-cerular
polyinetlb,wne r,arn gasket ens,jfes R Finish:
atiher-procif seal around each incli. dual LFD. . I - c:,�- P; � DIMENSIONS
. (3-a-,cot �,% V., �
.�. poi t�sl,� r ,, ,y , , - OVME�` " � , ", ro-
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LED/Optics: �_'eaco-, e v il ns,+ c. 1-n�;�ts ,�I F. ts
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pret;,'"alTlor"! r;1o;lT;13n,.'Anh , , ,f I - � . �
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avla�ble -prin ieqUeSt -
C, � o;3iJ'1cj. 29.12l; 24.1 �F 14.25" 4,13" 25.0 lbs 1'0 111,
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= nonNorto-co: nporient , wiring ojohin the � Listings: (578mm) (42.5mm) (105nmr) (105mm) 01.31<9)
lumnaire may camyno more than 30'9% of .
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slug ot � .�,� .137� lsliai -, fo�.,; ons.
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Electrical: - 1 C`4
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- Fixtu;e electrical compartment snail contain all 1-1 --.---------
LED i I 1,
LED diver con-ponents and shall be pro?+jcled V✓L Wall _Rruckot
with a rusih.-tutton terminal block for AC 1,
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powti- connsctions. : ' - i 0 ,,� - 'i I � '-1
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ORDERING INFORMATION
ORDERING EXAMPLE: VPU96NB-280/5KfT4/UNV/PCR-TUSF2/GENIXX/BLCIRA/BBT
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TCM1-1 totus control module,
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DWI old world iron
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Pot ava,laole 9347Y,148OVneat
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`T4 opt, only
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� Must s eof,r a., p,nd eorl, is.rennadm, a, I a af order See mw, b,,3co.,�,godi:cts.con,!coq*�,oWbeaconn,ct
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p
� nor fbirfllerdetails
I Specify tine delay; dimming level and maelng Might.
- --------
PHOTOMETRICS
-yoaI
Type
[!
Type N
Type Vae),Pdz%q;d�/e
VP L-96N8 280-5K-Y1 tan' VP-L-96t3-280-5K-T1100, JP-Uq6r48-280-5KJ4 too, VPL-9be1E-230�5tTSZ 1,q.
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II
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VP,L-96o8 2,, _K-T3 lov, VP-L-96tt3-280-5K-T1QI`A 1001 Ire,
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1. , Beacon Products - 2041 58th Avenue Circle East Bradenton, FL 34203 - Phone: 800-345-4928 PR-" -�" HUBBELL
:
Due In our Continued efforts to improve our products. product specificafio�is are subject to change vathout
: Police. L=flj Lighting
.
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0 W*" ,b'20113 SEACO!I PRODUCT I S, Ail Rights Reserved - For rnorenformatoil visit our welessal: vlavvil,heaconproducirs.torn * Prinedin USA SPEC VIC
Job Name:
Region Ten Women's Center WS-SP
-
* A.R.0, E � _C�1? �
THE PROGRAM
Formed in 1988, triet international Daek-Sky Association, is the authoritative voice on light potlutior!ADA eduoater> 1ighting
1
,
cles4nerst manufa<alre,mc techrgical Committee5, and the public about I:,,,,)ht polfution abatement, We recognize that the best way to
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mclirnpil,5h our 9ciol & proteutinq and TeEitoring 00', natural night ,--rivironn'terit and our heritage of dark skies Is thfou�h promotion
of quallity outdoor htjnq, It is in this spirit that we have developed the Fixture Sea,(, of Approval (IPSA) prograrn for dark sky
friendly fixtures,
: The Fixture Seal, of Approval prov ides, objecifive, third -party cedification for WminafirelI� that mirumiZe glare, reduce light trespasl�,
I I I I
and don't pollute the high! rft: For a mode,a fee, IDA will evaluate One photometric data of any luminalre submitted by its,
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manufacturer, When the fixture is awmvs,A therrianUfacturer mr,eives a. certificate and the Fixture Seal of Approval.
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kiliginufactuTeff> may use the FSA seal to pToorhoteand advertise their IDA-Apprw, ed'*,1 Cram sky friendly products. I I
I FDr More ifflom'siatiair), on the program: its scope, ahrldiits> criteria, and for.o,Lir answer. to yoi,n, ffp,qu �
1 , entfy asked qtlestions, .
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plo_a.�;e ref
er Jer 10 our FSAprogram package (Poftabfe Document Format). Of wliwt US Online. �
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I submity0or dark sky friend product lo,IDA for evaluation and oetfificattoll, J041 tbe,iFiXtii0e Seat Of ,Approval program before your , - I I
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I evakiatil the pholornetriG data ,-�prrd will giveyou ifistirturclijorl on the final �iteps� illf.you. would. rather st�.brrht the application by hard I
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* The tight source must be fully sheilided
* The fixture cannot emit any iUrninOUS output abolve 90 degrees it) the verticle plane
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DRILL PATTERN
EPA
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PERFORMANCE DATA
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. Duet our continued effortsto Improve our product, productspecifications are �cbjectto chanagevvithout notice. 191L Lighting
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: 6010M 1 1 00,000 I (HOURS)
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parliechurs fur the base model in a 4tY r,
ll rnlblen�"
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110-1114a 1111111111111111111� ..
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Use these recus if, 0stenelou's lathe rurre'l
=lh;l?4I�;I.f.1Nl1Illl= ,11 1
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0. 32'F 1.02
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__________ --------------- ------ ---- 98 -1
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1. I Beacon Products - 2041 58th Avenue Circle East Bradenton, FL 34203 - Phone 800-345-4928 I'll, HUBBELL
: G
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Duart our continued efforts to improve our products, product specifications are subject to change without notice. Lighting
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LIGHT POLE FOUNDATION
:ALE : NlS
PARKING LOT LIGHT POLE
CL OF LIGHT POLE AND BASE
LIGHT POLE COVER
MOUNT PER MANUFACTURERS INSTRUCTIONS
SEAL EDGES WITH 50
YEAR SILICONE CAULK
-LI 'ROUNDING ON EDGES
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ANCHOR BOLT
3,000 PSI CAST IN PLACE
CONCRETE FOOTING
#6 VERTICAL
#3 CIRCULAR TIES AT 4 -L" O.C.
2
FINISHED GRADE
ASPHALT TO SPECIFIED DEPTH
COMPACTED SUBGRADE
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WIND (MPH) 80 90 100
EPA 9.6 6.7 4.5
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COMPONENT SPECIFICATION
-_ POLE SHAFTASTM A-500 GRADE B
BASE PLATE ASTM A-36
MISC. STEEL ASTM A-36
SPECIFICATIONS
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1. ALL HARWARE TO BE GALVANIZED TO ASTM A153,
ED OR GALVANIZED .
2. POLE ASSEMBLY TO BE PANTL
1 ALL WELDING TO CONFORM TO AWS D1.1 MOST RECENT EDITION.
4. POLE DESIGN IS BASED AGAINST COMMERCIAL GRADE STANDARDS.
5. DESIGN WIND SPEEDS IN LOADING CHART INCLUDE 1.3 GUST FACTOR.
6, POLES SHOULD BE MONITORED FREQUENTLY FOR SIGNS OF HARMONIC
VIBRknON, WHICH WILL CAUSE STRUCTURAL FATIGUE, CONSULT FACTORY
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FOR A DAMPING DEVICE THAT CAN HELP MINIMIZE THE EFFECTS OF VIBRATION,
GENERAL NOTES
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1 20" X 4" X I I GA
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Job Name:
Region Ten Women's Center WS-S P
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I I pol", 31,iaft
I The pah� sdn,�o c,�, ta c)rje rje.c;tic,;i design rabvk�eltcad fr.�o e,t�)n,J,ar,1 I 1 W�Uthe� (0� 11196`� cr 7 gm,,
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I he ft3t,ricatrad iroin high -,tre'.1 -1 clP -�A AS-00 Girside B. vvion Winiolurri yield strcrn�3un of 46,000 psir. �kctl
I Jh strength low piloy steel nfarrning ;.AS?
� P-l" -h; have as full-length I0rlqtt1l1JhnzYi11 ,arid -hi be sq,,a'fe, m CSze_S.,Al.n,
,—, rliat.
The
he r)a*,a plate ;,, fI r>Hcatad croon astmclura3 quality hot rolIad ce,b,xsteal piate thAt orts or excchd*ASTM A-36 with a minlrnunl
yield ofstrength ,,f 36,000 psi, The base plate telescopes the pole shaft and i, d,cunrferenhai welded top and bottorn. The base plaste
has slotted boll 13.!'pe,
H-,,lc), Ho;-!
' ' A reinforced hand holie, ha"ing a flommal 3,7 X 5" opening, will be installed -18" -IbOle the. ease plalt, on all r,cAee, A heind hole* �cw ,
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I -,�M -4 attaching ha,dw,,are i�-, hncb-blv�d with e�al_h I1,1-d hol, as_soenbiy� A g. ..nd lug wili be wc,fd�-d out e, on the h,in(l i1ole, fr�,
I ; . ' ih 01ol Or Q`11
I ;lice -f 011� IPI)le -Pi"C-ite uIre r1ond hfe d.P014� Q'3 In. design.
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Ar),_ho, t',Ahis are frap,noatt.bf frorn a .omnler<:;ao ,tuaMY hot collect cel,bon steel Ica, u,at nieot'i 0, exceeds i"In'lilloUln YiEA(A ,' e,,cJul of
55,00c, psi, Anch- bUts are sle,� aicoo,oh' I _r
) to onr."11 P.Iel� des are f.nn�slled with 2 galvaniz,.d �,o,a\,y hex n-_,t5. rmd 2 9.1,/a-
"ized flat washers. A,ie,hor b�,ft* minn.m, of 4' on it,, t1,l-ea,ad,ae.' rand in el,,cordarirv�, with ASTM A -1,53. Anchor
tei s4,zdf be qalvara;7�,d a m.
I L)ohrs will ship with uie P-has Ur1hreSs otherwise 1-pacified.
I prtle To.",
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Each polo, will b, side-drrrh,o wilt, a rl-nlovabll-r P,nil, cap or have. et 2-3/8" 0 D. x 4" te;l,,, top (oLij v,jzeF elv,,;I�,bte).
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I Air welds sheaf[ be, of the highest quality and pellol"ned by Americ-an'Welding Souety certified ,welders conform .g to the irstest ,,F�r:siorl I
oif the American 'A' . I or i n C_ 5 0 ,,i 0 Vy . r, e . i f I Cea t i a n AV',1,9 D I '1,
F. � n I.%; r All polces,, mow sting brackets and platf-f rns, are fl.innischeci with a tooth ig of either Ted oxide/zinc primer, toc,jb,ry 'painter ,i, Powder coated
or hot -clip galvanized toASfM A. 123. Miau_c,,Ie,to0.e haldwas,: will be galvanized toASTNI A-1 53. Extork-l., finish coatings are avail-
able by 'beqlest
NcAc�, �2_,V;oe'far' �I .
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::.0 Phone: Phoine: (866)474-7200 - Fax: (817)924-7049
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Affienf,"rit-rI.Pol, rewrvse rho, f:�#ht to e,l,x,cI"}oorinPf tEl,c e'_.b;i�,a";Q,l ,,.;Ih,ut nnhl�,e ul Q;elsr
Litepbhe to rroimutal)rcnuct mpro"ament �,,ndl alro,q for rna;,e,b;."1 3'v.iraority,
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418 l� Mniri . - ! I t .!" -:1
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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
MAJOR SITE PLAN AMENDMENT
project phase
JULY 5, 201 6
issue date
revisions
LIGHTING DETAILS
sheet title
Li 009
sheet number