HomeMy WebLinkAboutSDP201600042 Plan - Approved Major Amendment, Final Site Plan 2017-05-12VICINITY MAP: I"= 500'
GENERAL CONSTRUCTION NOTES
PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS
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ALBEMARLE COUNTY,
MAJOR SITE PLAN AMENDMENT
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
CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON
THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER
FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED, EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN
UNDERGROUND FEATURES.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE
CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE
WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE.
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY
CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE
CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL
ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH
ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE,
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY
STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS
BEFORE PROCEEDING WITH THE WORK.
8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / 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 OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO
STORING OR USING EXPLOSIVES ON-SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED
WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS,
13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT).
14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE.
15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY.
16. ALL 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(HORIZONTAL: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 16' 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 SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A 5'X 18' PAINT -OUT AISLE OR A 8' X 18'
PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL
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 LOCATED '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 207. IN ANY DIRECTION.
30. DUMPSTER PADS TO BE MINIMUM 10' 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 2 INCH OF REQUIRED SUBGRADE ELEVATIONS.
38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN 2 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/HARIDS CAPE 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.
(SDP 2016-00042)
JULY 5, 2016
FINAL APPROVAL:
ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER
SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
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
CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS; ADOPTED BY THE
ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE
HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. 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
CHECKLIST.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO
ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE 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 CONCRETE PIPE - CLASS 111.
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, AND 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 OPINJION OF THE COUNTY
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
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.
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 SHAG 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 SERV/ICE 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 `�j' 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.
SITE DATA
DEVELOPER:
REGION 10 COMMUNITY SERVICES BD, INC. 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903
DAY WEEKDAY
CONTACT: KATHY WILLIAMS
PROPERTY OWNER:
REGION 10 COMMUNITY SERVICES BD, INC. 502 OLD LYNCHBURG ROAD CHARLOTTESVILLE, VIRGINIA 22903
TRIP GENERATION RATE 12.94 VPD/BED
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 s - 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:
NIA
DENSITY BONUS FACTORS:
NONE
WAIVER / VARIANCE REQUESTS:
DISTURBANCE OF MANAGED SLOPES
SPECIAL EXCEPTIONS:
l . 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 -83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88.
BENCHMARK:
SEE SURVEY
MISS UTILITY TICKET NUMBER:
8608801898-OOB, A608500367-OOA
LAND -USE BREAKDOWN:
.
LAND -USE S.. AC ...,.... °1
BUILDINGS, 19,810 0.455 5%
..........................
PAVED AREA: 160,126 3.676: 44%
PERVIOUSIOFEN AREAS 185,215 4.252. 51%
T6?TAL SITE ACREAGE, 315,154 8.353 100%
BUILDING SQUARE FOOTAGE:
11,820 SF EXISTING
7,990 SF PROPOSED
19,810 SF TOTAL
SETBACKS:
10' MINIMUM FRONT 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:
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 (8 BEDS)
r s t r
DAY WEEKDAY
WEEKDAY WEEKDAY SATURDAY SUNDAY
andsi_a.pe- a,Fc i1 -_Cl
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
v, e`>,, 1:e, VA,22'y02
1 09/19/16
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:
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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
1 09/19/16
ARB COMMENTS
CO. COMMENTS
2 12/12/16
ADD WALK TO
OLD LYNCHBURG
3 02/07/17
ACSA COMMENT
revisions
COVER SHEET
sheet title
Lchap+ ni imhnr
13
N
0 10' 20' 40'
4.
w ate rst ree-t:,.-.
iandsCao.- archi Cectu, re I civil crlcyi neering
E Main Sveet .134. Cl-la�-IfJtteSV VA 22902
4�eA�,TR OF
Alan G. Franklin
Lie. No. 35326
O 4?4
0 IV A L
professional seal
ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
�EGION TEN
W 0 M E N'S S H E LT E Itc-l'
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
1 09/19/16
2 12/12/16
3 02/07/17
revisions
ARB COMMENTS
CO. COMMENTS
ADD WALK TO
OLD LYNCHBURG
ACSA COMMENT
EXISTING
CONDITIONS I
sheet title
oo
L I
sheet number
w a t e r s t r e e t
.9. n d s c a p, e a r c h 1 t e- c tu r e I civ' i
,18 E Ma Street 434. 9501-77' 0 V
TH OF
Alan G. Franklin
Lie. No. 35326
ONAL
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
1 09/19/16
2 12/12/16
3 02/07/17
revisions
EXISTING
ARB COMMENTS
CO. COMMENTS
ADD WALK TO
OLD LYNCHBURG
ACSA COMMENT
CONDITIONS 2
sheet title
0
10' �21' 11'
L 1 0 2
sheet number
- oh/F --_._ EDGE OF PA VEMENT
.. '�.:...::2 1,o, .
:tai OF Ei
.! s
BAR WIRE FENXE _X — X X X iX �C X X X
_ — X X X— X X—
_-X X� X—` X
X
0
WOODLANDS LAND PROJECT, LLC
D. B. 4595 P. 167 D. B. 3453 P. 276-277 PLAT
R-15 RESIDENTIAL
STD. CG-4/CG-b
X
f
....> - f -
MULCH PEDESTRIAN
\ TRAIL W/ TIMBER STEPS
I WHERE NEEDED, TYP.
� X
STATER®UTE 7801
OLD L YNGjHBURG ROAD
VARIABLE WIDTH R/W
r,' rnKi(- WAI V
/
\ / / TMP 7646A
I / / GAMBIT, L. L. C. AND SNOW PA WS LLC
\ / \
D. B. 4573 P. 270 D. B. 3038 P. 96-97 PLAT
D. B, 2168 P. 105 PLAT
/ / / R-2 RESIDENTIAL
/
/
VIZ
\ \ /
/
\ t.
PROPOSED VDOT STD.
CG -9A ENTRANCE
GUTTER
44' INGRESS AND EGRESS
EASEMENT
\
D. B. 21(58 P. 70, 87 PLAT
\
L \
\
TMP 76-54,,A 1
ASH UNIVERSITY FLA CE, L.P.
D. B. 4580 P. 539 D. B. 2)7 (58 P. 105 PLAT
R-15 RESIDENTIAL
DECISION
POINT C
0 10' 20' 40'
w a t e r s t r e e t s t
`'.riG.sca:'-,f,,: -ar iil C'tL;re i C /II £ t"Ipit"i E? `Yiri
iC� r Main Street G.3::;..2�j.;�; j/ Cl -i i..I OttesVii'!:, \/A, 22. 0"o 2.1-16
NLTH OF
Alan G. Franklin
Lie, No. 35326 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
MAJOR SITE PLAN AMENDMENT
project phase
JULY 5, 2016
issue date
1 09/19/16
2 12/12/16
3 02/07/17
revisions
ARB COMMENTS
CO. COMMENTS
ADD WALK TO
OLD LYNCHBURG
ACSA COMMENT
LAYOUT PLAN
sheet title
L I q� 11
03
a
sheet number
r
/7.
/
s
O
PROPOSED VDOT STD.
CG -9A ENTRANCE
GUTTER
44' INGRESS AND EGRESS
EASEMENT
\
D. B. 21(58 P. 70, 87 PLAT
\
L \
\
TMP 76-54,,A 1
ASH UNIVERSITY FLA CE, L.P.
D. B. 4580 P. 539 D. B. 2)7 (58 P. 105 PLAT
R-15 RESIDENTIAL
DECISION
POINT C
0 10' 20' 40'
w a t e r s t r e e t s t
`'.riG.sca:'-,f,,: -ar iil C'tL;re i C /II £ t"Ipit"i E? `Yiri
iC� r Main Street G.3::;..2�j.;�; j/ Cl -i i..I OttesVii'!:, \/A, 22. 0"o 2.1-16
NLTH OF
Alan G. Franklin
Lie, No. 35326 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
MAJOR SITE PLAN AMENDMENT
project phase
JULY 5, 2016
issue date
1 09/19/16
2 12/12/16
3 02/07/17
revisions
ARB COMMENTS
CO. COMMENTS
ADD WALK TO
OLD LYNCHBURG
ACSA COMMENT
LAYOUT PLAN
sheet title
L I q� 11
03
a
sheet number
a
WOODLANDS LAND PROJECT, L L C
INV
N V D. B. 4595 F. 7 D. B. 3453 F. 276-277 FLAT
407�58 R- 75 RESIDENTIAL ....... ..........
v11
_.\N .... . .... ........ . . ....
w
w— -----
. . . G .1. . .......... . ...... -- — — ---- -----w ......... w
w
- -- -- ----
. w —. EDGE OF FA VEMENT VwW \N
-- ..............
... . ............................... .............................. ............. - - - ----- . ..... . . ................... . . . . . ............. . ....... - - - - - - - --------------V4- - ---- -
6" CC7A TED
....... . ....
1:P Il0 R�k GASMAIN . ....... - -----
. ...........
. . . .......
. . . .......
cr5 . . . ...... ..... . .. ...... ..
. ....... — --------- . ...... .. . ........
... . ...... ...... - — ------- . ...... ..... . . ..... . ....... ...
. ... . ..... -- / - I —.-
.............. .................... .................... .............. .................... — -------- . .......................
.... . .....
.. . .... ........ . ..... . ....
5.81 ..................................... - ........... . ..... ..................... — — - ------
... . .... ... .....
. ............
... . ...... . . . . .................................. . ........... . ....
....... ..... . ...................................... -- ... . ... .. ............ ..... . .........
EDGE OF FA VEMENT 80
. . ....... ........... . ......... . . ...... . STA TEROUTE 7
..... - --- — — - ------------------------------ — - ----- - ------------ — - -----------
.... . ........
...... .......
--- -- -------- OLD L YNCHBURG ROAD SSMH
.. . ... . .... . . .... . .......
- --- -------- ------ . .....
X . .....
X X" X X . ..... VARIABL,E WIDTHRM
e .. . . . . . ................ ...............
- ----- )p �A X X . ....... x T010 416.35 8"
C DECISION
X
X D110 IN 473.3R 8"
X . .................. . ..... 8" PVC ROOFDRAIN MAINTA'10,3'MIN.
POINT B
12" PVC W OFDRAIN TOR @ 1.07. COVER 0 EX. FVC OUT 47,�23
I C7—Tr-ln r--1 I n07
V
SSMH
TOP 41�!;!:',
8" PVC IN 414.07
8"PVC OUT 413.67
STORM STRUCTURE SCHEDULE
0
N4q
DECISION
POINT (
-
0 10' 20' 40'
W a to r s t reed L'A 4
i C!.nascap-e- arcnitecLuire i civil eny'neering
Mclir 434 291,-S-- 77 Cllarlotte'>Vilk.', ",IA. 22002
H OF
Alan G. Franklin
Lie. No. 35326
ONAL
professional seal
ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
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
1 09/19/16
2 12/12/16
3 02/07/17
revisions
ARB COMMENTS
CO. COMMENTS
ADD WALK TO
OLD LYNCHBURG
ACSA COMMENT
GRADING & UTILITY
PLAN
sheet title
iv 191
L 1 *04
sheet number
PLANT SCHEDULE
I ........... ----I � I
I I I
nl'a hubrichfil
�
I I I
�
�
I
I
I I I I I
I I � � I
I I . .
Surnrrers,,,veet
I I
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I I
I I
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, I QTY.
.1-11111
I SYMBOL Scientific Name
Common Name 7771SIZe
,...
I I
� A O.C.
-1-1.1-111
sipac
I I .
. 44 . IV
I
- 11 - -
111-1111-1-1. .... - I
� aI
10 Yer Canopy
II
'OVERALL SITE TREES
I I I
. ;
12CH1.
I
� I a O.C.
--.11111
. I
;CONT �
I 11
I �
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-
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-
11 I
1-
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1 6 BN Betuia nigra Cully
. I -
...... - .. .... ........ --1 ............. ............................ .......................... � ................ --- .........
River Birch - ........ --l- .......
. , I'll., ... 11.11, ................. 1-1---l-11 I
I
; �2.5� Cal.
1-1- ��,�.11,111,����, 11-111
�
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AS SHOWN
......... -l- ......... ---- -
I .B&B
--
. � I
11 .
11397 2382 .
-, .... -l- ............... 111- I
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1 6 � GB .Gingko biloba'Princeton Sentry
-.11-11 ... 1.1.11, ............ .1-1-1-1-1111111 "I'll, � , 11 11 - -...","" ...... - ........ 1-1-1--11-1-- I I I -l-
h(laidenha'r Tree
..... 11-1-111 ........ I .... 1.1111--- ........................ 11-11 ..................
� I
�2,51 Cal,
. ........... � ................................
S
A -SHOWN
� ......... I ..... -l- .............
IB&B
1:1 ............ - ....
114 �84 1
,
:: I
111. "I'll..",-, ... , I
I -11111-1- I
: r . .
1-� � QB Quercus bicotar
� Sw a mp W h1te Clak
� - I-, ... - ....... - � ... I -- -
I .2,51 Cc I,
� 1-I.- - .... - .11,
.AS SHOWN
111--- ..... 11.11 1.
. . I
B&B
: I'll,
.. . I
..524 2620 .
1: I - I 11 11 I 11 ---- � �
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;
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-
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- ...................... � ............ �,
:OVERALL SITE SHRUBS
nl'a hubrichfil
.
I
.
.
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: �
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I I Clethra alnifolla 'Hummingbird'
Surnrrers,,,veet
I
12 -CH -f,
1111-1 11
. I I
113 O'C'
11 I -1111111 I
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'CONT ;
I
� . 1, -
. 3-4 � FI'Vi
� .
- 1-
I - 1 - "I'll --- I I .1- "I'll
I I FothergPia major Mount Afr�
I'- I I.. I - - 11 I I I I I I-- I I ... .. � ... 11 ---
- I I � � 11 1 I I I.. 11
WitchAilder
-- 1.1- � I 11111-,
I I
I
. 24�'Ht,
1- - 1-111 I
,...
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-1-1.1-111
�CONT : I � I
-- -l-, �
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. 44 . IV
I
- 11 - -
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: !tea virain;ca 'Henrys Garnet' I "I'll � I I I
- .- I I'll, 11 11
S-vveetspire
- 11 I 11 I � -
1-1--.111
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. ;
12CH1.
I
� I a O.C.
--.11111
. I
;CONT �
I 11
I �
,
I 1 36 : MC
I
I Myrica cericifera'Don's Dwarf'
, I -.111111 I-- I
Dwart t' ax t,Ayrtle
� I
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I 124�'Ht,
� I .
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I 3, O,C.
:
. . .
I �CONT ; I
, I
:
I 6 PL
Prunus laurocerasus'Schipkaerlsis'
Schip�a Laurel
I
; 13-4'Ht�
� -- -l- ... -
4'O,C,
I ... 1 "I'l""I'll� - - ----.-
I I
I B&B .
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1. - -..
I
: 11 �VC
.... 11 � I 11 --- ---- -
Yiburnum x burkwoodfi'Conay
I ---- � � ----- - ......
Conoy Viburnum
1-111
�
rr 24" Ht.
�
5'(XC.
.
CONT.
r
GROUNDCOVER
�
r
r
;
Iqt
� I
I
r r .
r
� . �
� RA
r
� .Rhus oromaffca'Gro-Low'
Gro -Low Sun -cc
r r �
r r 12" Ht.
3.50.C�
. r
.CONT. I
r .
�
. PLANTING MIX I (SHRUBS, PERENNIALS AND GROUNDCOVER)
I
r I I
Shenandoah Switchgrass
r r
r .
AH
nl'a hubrichfil
Thread Leaf Blue Star
-I-,
1 Lit.t.
r"I,....1-- . ..
Is, O.0�
- --.""I'll-111-r
CONT. I...
1111. - --
-AM
-Imso
1-11 -1-- I -...-
I
'A, mI t1
s...oa....
BIlue Star
r
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......I.. .6. - ,. ..O... .CI,
,
CONT .�.
: .
EC4A
..... -
I .-,--l. -a -b -e1 IrroemonfanIa
I
,Ech��-�acectp�-srpveo'i',A.agnus'
................ ---r I - � ........ 11- . ......... r �
i
, Purple Coneflovver
� -1-1 ......... � ......... - �
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� 19' O.C,
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r . .
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. .
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�ilex plabro 'Shamrock'
� - 11 I I 1.1111111-1--, , 11
I
I nkberry Holly
� � - - ......... .--
. 24'Ht.
- I
31 O'C'
� I
-
. CONT. .
. . .
r
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-
-.ir-is- ve.rsicolor
Blue Flog Iris
--....
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I&, O�.C.I
.
C. O --
......I
, ........
I
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-2-
... - ..
Wyica cerfcifera 'Dons Dwarf'
'
.r .... --r-
.......-
Dwarf Wax hAyrfle....--.
.II 24rHt,
3O'C� ...
.11... - I
1T
1
CONT
. ....
Nr1.F
I
Ne1.-p-11-1e t-.o.'.-.
x.f"a1'nI1i-1 i
Catmint
atmint
----1- ...-.....-...
I cls.
r
a
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ONT,
CONT,......r.rr..�
PA
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Perovsk�a alriplicifoijQ'Little Spire.
. . ...1 1
Russian ,Sage
.1 r -.......-
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CON .
....TI,..
PvS
.........:11.-11. --r- ....
.PanicumCape Breeze'
11-1111...... rr......rrr.rrrrIr ..rrr.......rr I....rrrr--1.....111
Cape Breeze Svvitchgrass
......rrrrrr...�.1111.."....11...-......rr_,......rrrrr'.rrr
1 qt
I&O,
.1. .-...r.rrrrIII..
CONT,L-r-r-1.1
.........rrrr r..rr
PvS
Panicum vrrgatum Shenandoah'
Shenandoah Switchgrass
:1 qt,
IaOC,
CONT, .
r -r r-..11-.........
RF
..--......
11111......rrr rrrrrrII r��.I..rrr"rrr��'��I 11 11 ..1111
Rudbecka futg1da 'Goldstrum'
�..11�.11�. -1-1-
-1--rr-... -
Orange Cor
..-......- .........
I
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*
1 8, O'C
.I ......�.'....
FONT.
SH
-'W11a-..-l.k..�er.'..s.-...L--ow-'1
Sporobolus heterolepis
1 "..-
Prairie Dropseed
-,....-- -.
1 qt
I....
IaO'C'
.....
CONT
VD
Viburnurn dentatum
Axrowwod iburnum
24' Hf,
5O'C�
CONT
�
� VB
'ss-�e
. -
'
I Viburnurn dentatum 'Blue M uf F fn'
.11 -o-- I ... ..I.:.:I.
.Blue bAuffin\/`iburnum
. . I 1E1.1 I
. 24" Ht.
-, -O--
-I
- . :31 O'C'
I I
I CONT, I �
: �
I
PLANTING MIX 2 (SHRUBS, PERENNIALS AND GROUNDCOVER)
.
�
I
I
I I
I I
I I i GhA
. I Geranium mac ulaturn 'Rozonre'
. .111, I 11-1- 11- 111- "I".. - I 11111-
Rozanne Geranium
-- 11 .- 11-1-11 I I 11
I I I
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.I 6, O,C�
I
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I I'll, -
I .
I I I HV
I
1. 11 11 11 I
I -
,
; Heuchera villosa "Autumn Bride'
I I - � � I -.- I I
- 1.11-1-11
Hairy Alum Root
- I -1-
. . .
. I qt.
1- -
I I &� O.C.
11.1-1-- 1.1111, I �
. I
. CONIT . .
I I . I
I I HA
I .
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I I I I-, I I I
Hydrangea arborescens
� � - � - 1 - � � 11 I - � I I
Smooth Hydrangea
I -
. . .
; 2*' Ht.
I 11
. I
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. .CONT I
.. I 11: .
. . I
I : HQ
.III1III
Hydrangea q'uercffolio
O�ak L.e1af Hydrangea
I
24' Ht.
�
. . 31 ! I O.C.
CONT.
II. ,
Ic
....11Il, I
.
ilex crenato Heleri'
l
111, --- -. ....-- -1 ........1111..
Hellr Holly 1I...
2' Ht.
11.... - 111.1'....1-
31 O.C,
-1.-.
CONI
.....--
VC
;I Vibrunum caresii'Compactum
rorean Spice Viburnum
24" Ht,
31 OC.
CONT:�I...I
I . PLANITNG MIX 3 (BIOFILTER PLANTING)
I
. .... ... .
.
............�.
.
. .
I I
I I
. I
I . I I
. ICP
. .
I I I
I .Carex pens)4varllca
Pennsylvania Sedge
I . I
.2, plugs
. . �
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.
I :CONT. . I
. I
. .
C'-ll1
I I I-- - .... 1111111- 111- .11,11111, - 1 --- -
hIa'
'-lsl, m--aII-n-1t1hI 11u111Ir-.nI....lI'ill-u....m......
I 11 ..... �. � I'll, ........ --...
s
R11ivI-.I....IO
.. .�.
I . - � - -
Z.I1pI
--- ......... - 11
O�� C�. -1 I'I llI
I.. �-S-
..
: I
C1111-OI
� NI- ...IIII.III.
, 11 IIII:IIII
CG
Chefone glabra
-.r -atI
Trtlenead ...
2plugs
19O.C.OC
�I' 1 .I ..
CONT
-
`-`S
Cornussericea Arctic Flame'
Red Twig Dogwood
24" Ht.
3' O.C.
CONI
1L
-F1
.......- ....
..IIII.I.C.� .I ...
Cornus sericea 'Flaviramea'
"feow Twig Dogwood
... �-l--ug-1
....
24" Ht.
31 O.C.
CONT
�
f V
--I
I I ..l.a. - .t-..i..f...o...
rIsic-ol
liII1II.
rI fIs-'l- l,vI.e
IeIl
Flab ITIS
I .1.-.s.
....
p1-11l11u--g...s...
........ I..-.&..1 O.C.
-T
CC NT
N.�
:I...:.
JE
....
Juncus effusus 1-I-.
.... Ie
Soft Push � 11
2plugs
.1111-1 ...
I�!II
1,9O.C.
I � �II.
CONT
1-.."..,.-..1..-...�I
.l.-l.I.T
LC
Ilor'
.....- ........ -
Lobelin -ardinafis
.B.luI
I
Red Cardinal Flower
..
1 plugs
I&O.C.
CONT
I � � I
Ls
Lobel a iphiJitica
Blue Cardinal Flower
.-.
2plugs .....
19O�C,
CON.lT �-"-
I I 11
� PvS
� .
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I I
I .
I I
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I Panicum virgaturn'Shenandooh:
-
I I , ............................... � ................... 1.11-:1 ..... I ... -.111 ... I .......... I ........... 1-1-11-1-1 ..... I .....
.
�
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Shenandoah Svvitchgrass
.---- ........... - ... I", ..... � ............................ - ............
I
I ,21 plugs
I-- .................... --
I I
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I
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. . .
� 1 19' O'C'
- -- ........ � ..................................
I
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.
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.
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CONT .
I : ............ � ......... :
I
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. I
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I .
. I
1111... 11,111,11111. I -- ----- . ......rt...- I I "I'll". "I'll, - .1.11, - -.1 -.-- ........ .................... "I'll'I'l�I.I.. . I .... .........-- ........... I ........ - � -
�
AT -1-101
I I
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IRo-a--d- Fr-o11n--fa.1111c--e---......- -.-.......--l",..... 1--1 .. 1 .111 _1111.
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Requirement, . I Large Shade Tree 12 1/2" col.) per 40 Linear Feet of Road Frontage
�
Old Lynchburg Road �230 Linear Feet
.
.
Required,
� - 11 11 �
, ,
:6 'Large Shade Trees I I I
I I'll, --. ---- I I
I .
Provided: I �
. I I �.
Trees
6 Large Shade TreesI II..I
I -- ....-. ............1..1
.I ..I ..
Lynchburg Place
- -I -- IIII
177Lineor Fee .��
'
-t0id .......� ......� ..-..... ......... - .... "� I"� ..� " .....
� .
Required:
I I - I -
. I I I
� 5 Large Shade Trees I I I
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11-11111-, 1.11- 1.1-1 I
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I . Provided. � I
. . I -- ............... I
. . I
I �
. .5 Large Shade Trees � I .
I I � I
-111 ......... I . . I
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I . Inferior Parking Lot
I ......... 11 ... ... I I ... I
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Trees I
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Requirement
1. - ... --1 .... ...
: I Large Shade Tree per I 0 Parking Spaces I ,i
--.- � 11111--- ............ -- 11 I I �
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I Parking Spaces
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�
I I
114 �
Required.2
- I
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Large Shade Trees . o
I I I
- ... �
� �
: Provided: -11--l- .... 111.
I I I
� �
� 2 Large Shade Trees I � �
I ........... � I'll, 11.1 ....... "I'll� - I I ...... I.- 11.111-
. . � �
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.
I .Parking Lot
I
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................ -1 ............ - .�
:
Requirement
I I 1-1.11 ..... .. .
. �
�5T. of paved parking and vehicular ciruclation must be landscaped :
. 11 I I
� � I -1111- ... .- I . ..... 1.1-- � - ............... - � � ,
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Area:
lI�
� ... I ... 1.111 II ..._ .... I.
II
5942 Squae feet - -111 ... 11 III�II.I:
Required:
.........1-1,1111 .
297 Square Feet .I
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Provided:
� . -, I - - I - 11
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� �320 Sclare Fee'!
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Requirement �y
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AreaI
107 o11.f1-1Tota- l- rea ,
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�365, 152 1
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1-1-
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Total a
ss e
G11
-..1.1. 1- -111111-11-� -�
,%r-12
6 5,-111511 ...... ......
-I
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(-) `'e u. Areas
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. -.... I ---
- -
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. ..-- ..... .. "--1- 11.-....1. ----- 1111......... 11111
-- -
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t Pond Area
0
--- --...-... .- 1111-.--...-.. .-.-. ,
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I01 ....11 .........11 111.1 ..... I ..... 1.11 11 -11 ... . ... I .... :
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Required:
........
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36, 515
.......... -,.,„
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Provided.,
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5371,,
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......-1.1-111111.1
� (+ "I" Canopy &onl VS
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III
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� ...... 11 ............... 1-1--1 ..... ... 11.11,111, .............
1+',Proposeed Trees
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....... .. 11.11 1-1-11-.1-1-- � I - I I - �
......... --l-.- ....... 1-1-1-111 ......................................
I .... 1:1.1-11 ........... 1.1- ..... 1-11-1-111--l-1.1.
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� 51, Ob6 ,
---.----- ................. 1-111- ...... 1-1--l".., I - ..... 11 .... - .............. �. ... --- ............. -.11-1-11 ....... 11 ... -l- ................... . .
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� ...................... I .... .1-111- ...... 1-1- ................ - ... - ............... 1-111- ......... -11-1-1- .... I ... I ..... --l- ................. 1.1-1-- ......................................
......... I -111 I I----l-
I 11
County of Albemarle
Coulsemation Plan Checklist - To �v placed,on Landscape Plan's
(i -landbook, pp 111-334-11.1297 Wr complete specifications)
I
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 followiwitems shall be shown .gin -the -plan,
_
-
'Drees to be saved; I
'--@ Limits of clearing (outside d6pline of trees to be saved),
I
,
�'a Locatioa and type of protectiVe'lencilip;
I
U Grade.changes requiring tree wells or walk;
I
U Proposed trenching or tunneling beyond the limits of clearing,
L Nlfla kbgS: I
I
Ll All trees to be saved shall be marked w -111h print or ribbon ata height clearly visible to equipment operators,
LJ do grading shall begin until the tree markin� has been inspected andapprovoel by aCoun,iy inspector.
I ?11 I
11 I
I
1
1
3fr4e-Construe6on-C,'onf rence.
I S_ .
U 'ryeepreseivation and protection measures shall be reviewed with the contractor on site;
4. Equipmint --Qperag2g,gaati `iYora e: ,
I I
,Heavy
to
equipment, vehicular traffic anstorage of construction mate
d rarials including soil shall riot be permitted dripnes,
d within theliof trees
M, I
' II I
I
to be saved,
I
I
I
I
:5. Soil Erosionand Stonw.yater Deteihtioin Devices: I
I
�S-uch dcvicesshall not adversely 0c1c1
t treestobosaved. II
I I
. :
6. Iqmv. 1. I
I
I
I
d—Firesare not permitted within t0l)&et,of theAdpline of trees to be saved.
I
I
I
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I
I
7, Toxjc Mfaterialstl I
Q Toxic materials shall riot be stored within 100 feefol'the dripline oftrecs to be saved. I
I
I
I
3, EP,Eroat!etcati!vyet.iFiennegitm I
I -'protected`
g, I
I ib Tj'ees,to be retained within 40 feet of proposed building grading shall be protected by fencing.
I
11 11 I I
'-W Fencing shall be placeand shall be inspected and approved by aCounty Inspector prior to gradin- orconstruction, I
*,• radii;- 11 I I
1
9. Tree welfsi I I
Ll Whon.the ground level most be raised withili the dripline of a tree to be. saved, a tree well shall be provided ,arid a construction detail
I I
I submitted for approval,
I
,
I
I
I0, Tree Walls: I
I I I I I I
5 —whe, the around level
],must be low I cred I within the drip I line atreo to be saved, a tree wall shall be provided; and a construction, detail tail
� , I I 1
submitted for approval,
I
11. Trenthino.andTutruefinq-
I I
I J W'beri trtmching is, requii ed within the I imits of clearing, it shall be done as far a,,vay from the trunks of trees As possible, Triune ing
under a large free shall be considered asan Alternative when it is anticipated tbatrieceasary trenching will destroy. feeder roots.1
12, LCRImullpl-
',�<a - -
Protectivc fcricing shall be the last items removed during the final cleanup.
I
I I 1
13, Dama2ed Trees -
IQ Damaged trees shall be treated inimediately by pruning', fertilization or other methods roconimonded by a, tree speciahs I t,
pruning', -
I
I I
I
I I I
NOTE, IT IS THE DEVELOPEWS RESPONSIBILITYTO CONFER WITHTHE CONTRACTOR ON TREE CONSERVATION
I I I I 1, ... I I I I I ... .. I
I
PLEQUIREMENTS,
I i :
I I I
1 1
11
I W
WQPM�P�—
CONTRACT.PURCHASER SMNATURE (DATE), I 1
5/1/06 page I of I
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AND PERENNIALS �o \ \ \ I \\ \, 1'
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EXISTING TREES TO REMAIN,
TYP.
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'�, I �VTH OF'
1 7o (�111
,."
I
Alan G. Franklin
11� Lic. No. 35326 P4
1
1;� )�p
0 4q,
1�1
'Ps Z
-�,,'7'
" 0 "NA 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
MAJOR SITE PLAN AMENDMENT
project phase
JULY 5, 2016
issue date
1 09/19/16
2 12/12/16
3 02/07/17
revisions
ARB COMMENTS
CO. COMMENTS
ADD WALK TO
OLD LYNCHBURG
ACSA COMMENT
LANDSCAPE PLAN
sheet title
sheet number
STORM DRAIN 'A' PROFILE:
SCALE: H: 1 "=20', V: 1 "=10'
--^ 'SION JOINT
vviunv ` 1
WHERE PLAN
APPLICABLE
1''4" DEEP CONTRACTION/SCORE
JOINT, SPACED EVERY 5O.C.; TYP.
OR AS SHOWN PER PLANS
A D
v.
—�n—="X X
—�--X X'—o
X= X—DX
_ fl D n fl�T
SECTION
11+00
IOTH TROWELED EDGE;
4AL
/1 FINISH; TYP.
EXPANSION JOINT W/ '2" RECESSED
BACKER ROD AND CAULK, SPACED
EVERY 25' (MIN) O.C.; TYP. OR AS
SHOWN PER PLANS
3000 PSI CONCRETE AT 28
DAYS, AIR -ENTRAINED
°X—
--
WWF6"X6"W1.4XW1.41W/2"
MIN. COVER - ONLY WHEN /
WHERE VEHICULAR TRAFFIC IS
\f\
EXPECTED TO OCCUR
COMPACTED VDOT #21A STONE
BASE
---
95% COMPACTED SUBGRADE
CONCRETE SIDEWALK/PATIO
SCALE : NTS
SCALE: NTS
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.
('3"'%� VDOT STD. CG -2
C2.01 I SCALE: NTS
2" VDOT SM 9.5A
ASPHALT WEARING COURSE
12+00
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 ]'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 7".
PERMISSIBLE
CONSTRUCTION
JOINT
# 5 DOWELS, 8" LONG A PERMISSIBLE
AT 12' C-C"�� CONSTRUCTION
5' MIN. JOINT SECTION B B
2:1Q.
1
"op
12:1 MAX
2' ::;>i€:. ;; 121 MA
B B A
12:1 M �O
A TRUNCATED DOMES
SHAPE TO MATCH FACE
OF ROADWAY CURB —
BACK OF CURB 48:1 MAX.
20: 1–s 48 : 1 MAX.____
8" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE
4"��2, R
". 'O
U, :SURFACE
BASE
(_=
SUBBASE
2' MIN. SECTION A -A
- A" C -C TRUNCATED DOME
2%" C -C
o t C C o o
VARIABLE
4' MINIMUM.
PAY LIMITS
DETECTABLE WARNING
DETAIL
3z
0
U=
n (I
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
NOTE:
ALL DETECTABLE
WARNING AERAS
SHALL BE PAINTED
YELLOW UNLESS AN
EXISTING CONDITION
IS ALREADY PRESENT.
4 VDOT STD. CG -1213
C2.01 SCALE : NT
�A 4' SQUARE LANDING AREA
OUTSIDE OF TRAVPROVIDED
FOAY
R
O
CROSSWALK PERPENDICULAR CROSSWALK
WITHIN THE MARKED
CROSSWALK AREA.
{a" DIA.
DIA.
TRUNCATED DOME
DETAIL
CG -12 DETECTABLE WARNING SURFACE
(ACCESS FOR MOBILITY IMPAIRMENTS)
VIRGINIA DEPARTMENT OF TRANSPORTATION
13+00 14+UU
00, 12
HANDICAP SIGN -
RESERVED BLUE BACKGROUND, WHITE LETTERING
PARKING (MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS
EQUIVILENT)
oD
I 1 11 11
PENALTY
VAN $100 -$500 FINE
ACCESSIBLE TOW -AWAY ZONE
12" X 12" PENALITY 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
+
10 METAL SIGN POST -
84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO
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)
b. 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.
CALE : NTS
i
But
NOT
NO
" ^MPRES5ION x 3%4" MALE PIPE COUPLING
?PROVED EQUAL
DUAL SERVICE
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
2°
P.
^OMPRESSION x 3/4" MALE PIPE COUPLING
PPROVED EQUAL
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
1j8 BEND COI
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
3RADE
-TER
)X
OPPERSETTER
:TER
AS
_ _... NECESSARY
TYPICAL SERVICE LATERAL INSTALLATION
(5/8» 8e 1" METERS)
NTS
FIG. W -6A
TD -10
10+00
EX. 8" SAN. SEWER PROFILE:
SCALE: H: 1 "=20', V: 1 "=10'
11+00
12+00
w -a t e s t r e e
a E id if.. -C; 1.14 U! C I e -c i. u.I e i {..I'.' (1 ., I!Z:) flee 1.1 '.
418 �E M.Ri?l Stl e,` -434.20',{: S. -/7 011 1i IOtteSV I P. t1i1 22Q02
'�3,,TH OF
I
r
Alan G. Franklin
Lie. No. 35326 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
MAJOR SITE PLAN AMENDMENT
project phase
JULY 5, 2016
issue date
1 09/19/16
2 12/12/16
3 02/07/17
revisions
ARB COMMENTS
CO. COMMENTS
ADD WALK TO
OLD LYNCHBURG
ACSA COMMENT
SITE DETAILS
sheet title
•
sheet number
1 - PLANTING SOIL SECTION
SCALE : I"= l'-0"
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
3" DOUBLE SHREDDED
SET TOP OF ROOT
HARDWOOD MULCH
CROWN 2" ABOVE
ADJACENT GRADE
ROUGHEN SIDES
OF PLANTING HOLE
SHAPE SOIL SURFACE TO
PROVIDE 3' DIAMETER
PULL OR WASH POTTING
WATERING RING
MIX AND ROOT MAT
APART TO DIRECT THE
FINISH GRADE
OUTER ROOTS INTO THE
TREE PIT DEPTH EQUALS
ADJACENT SOIL. DO NOT
ROOTBALL DEPTH
LEAVE CIRCLING ROOTS
-MEASURE BEFORE
AGAINST THE ROOT BALL.
DIGGING TO AVOID
NATIVE BACKFILL SOIL
OVEREXCAVATION
AMENDED WITH 15%
PREPARE SUBSOIL TO
DECOMPOSED
FORM PEDESTAL TO
ORGANIC COMPOST
2 X ROOTBALL
PREVENT SETTLING
DIAMETER MINIMUM
SHRUB PLANTING SECTION
SCALE : 1/2" = V-0"
SEE PLANT SCHEDULE
r_/_11n r1n n nik a�
FINISHED GRADE
2" DOUBLE -SHREDDED
HARDWOOD MULCH
3GRADE
PERENNIAL & GROUNDCOVER PLANTING - SECTION
SCALE : 1/2" = 1'-0"
2"x2"x& MIN. 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 2/ 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
1. 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 SHIALL 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 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
SCALE: 1/2" = V-0"
O
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 U-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
UNHEALTIHY 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.
IVI,'\h 0 -u
JM WIRE TIES OR 12 GAUGE
'POST CLIPS MINIMUM 3 PER
TS
UM SPACING
ON SIGNAGE (TYP.) 30' MAXIMUM
'X2" WELDED WIRE FENCE FABRIC
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
SCALE: NTS
w ate rst reef
ian lscape wrciiLectUre civil engirE_et'rifr`
!i I~ l�:%l�il? Street 434.290_177
t%/...._2';,02
�ALTH OF
0
C �7
Alan G. Franklin
Lic. No. 35326 W
O 4�.
S�O
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
MAJOR SITE PLAN AMENDMENT
project phase
JULY 5, 2016
issue date
1 09/19/16
2 12/12/16
3 02/07/17
revisions
ARB COMMENTS
CO. COMMENTS
ADD WALK TO
OLD LYNCHBURG
ACSA COMMENT
PLANTING DETAILS
sheet title
L6
L 1 40 0 7 �5 IV"
sheet number
Prepared by:
LIGHTING VIRGINIA CENTRAL
40OG-2 Southlake Blvd.
Richmond, VA 23236
Tel: 804-379-7777
www.lightingvirginio.com
MH = MOUNTING HEIGHT IN FEET
NOTES:
1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE
PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC.
2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER
AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR
DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS.
ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW
COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET
OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM
MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY
APPLICABLE JURISDICTIONAL CODES.
3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID.
FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR
TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION,
MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR
SPECIFIER RESPONSIBLE FOR THE PROJECT.
4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY
CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE
AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE
MAY AFFECT FIELD RESULTS.
5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE
RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE.
6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC
FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT
IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR
PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE.
GENERAL LIGHTING MOTES
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 OR CHANGES MUST BE SUBMITTED IN WRITING TO THE LANDSCAPE ARCHITECTFOR
SUBSEQUENT REVIEW AND APPROVAL BY THE LOCALITY.
2. DEVIATIONS OR SUBSTITUTIONS WITHOUT APPROVAL BY THE LOCALITY ARE UNACCEPTABLE.
3. LIGHTING CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF EXTERIOR ELECTRICAL CIRCUITRY TO
SUPPORT SITE LIGHTING SYSTEM. ALL LINES RUNNING UNDER PAVEMENT OF ANY TYPE SHALL BE PLACED WITHIN
SCHEDULE 40 OR SDR 35 PVC CONDUIT.
4. LIGHTING CONTRACTOR SHALL COORDINATE WITH PROJECT MEP TO ENSURE PROPER SIZING OF ELECTRICAL
TRANSFORMERS, ELECTRICAL PANELS, ETC. TO SUPPORT SITE LIGHTING SYSTEM,
5. FINISH OF FIXTURES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS.
6. LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) OR A COMBINATION THEREOF.
7. POLES TO BE LOCATED IN ANY VEHICULAR TRAVELWAY OR PARKING AREA SHALL BE MOUNTED ON A
2 -FOOT -HIGH CONCRETE PIER. POLE HEIGHTS SPECIFIED ON PLANS ACCOUNT FOR CONCRETE BASES WHERE
APPLICABLE.
8. JUNCTION BOXES AND OTHER SIMILAR FIXTURES SHALL BE WATERPROOF. ELECTRICAL OUTLETS TO BE
LOCATED ON FIXTURES SHALL BE GFI WITH WEATHERPROOF COVERS.
9. OUTDOOR LUMINAIRES SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS.
10. SPILLOVER OF LIGHT FROM EXTERIOR LIGHTING ONTO PUBLIC ROADS AND ADJACENT PROPERTY SHALL
NOT EXCEED ONE-HALF ('2) FOOT-CANDLE UNLESS SPECIFICALLY AUTHORIZED BY THE LOCALITY.
11. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED
EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS
PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN-DAY OPERATION, ASTRONOMIC
CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR-HOUR BACKUP. CONTRACTOR
SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8585 (OR
EQUAL) SUITABLE TO THE PROJECT AND CAPABLE OF MEETING THE ABOVE REQUIREMENTS.
12. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE
' A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
WOODLANDS LAND PROJECT, LL C
D. B. 4595 P. 7,57D.8. 3453 P. 276-277 PLAT
R-75 RESIDENTIAL
Luminaire Schedule
Symbol
Qty
Label
Arrangement
Lum. Lumens
LLF
[MANUFAC]
Description
Lum. Watts
Mounting Ht
\
3
VL4
SINGLE
15511
1.000
Beacon Products
VP-L-64NB-136-5K-T4
137
20 fit.
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
I
N.A.
N.A.
Parking
Illuminance
Fc
3.24
6.6
1.1
2.95
6.00
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9
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Alan G. Franklin
Lie. No. 35326 W
O W.
_ONAL
professional seal
ALAN FRANKLIN, PE
project manager
JESSE CALDER
project team
i
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
1 09/19/16
ARB COMMENTS
CO. COMMENTS
2 12/12/16
ADD WALK TO
OLD LYNCHBURG
3 02/07/17
ACSA COMMENT
revisions
PHOTOMETRIC PLA
sheet title
� 0 10' 20' 40'
sheet number
LI r
VI
Job Name:
Region Ten Women's Center WS -SP
VIPER L Data
Job Type 0 R!��
SERIES
Approvals
LARGE VIPER LUMIINAIRE
SPECIFICATIONS PRODUCT IMAGE(S)
Intended Use;
"WaFalb�"o
"IllE t
r,
l nm:ri; t r r h
'(hP Beacon Ir181 fin a a'r is aJal'a51 i t ou
1
P:I
it r c. -1 C-1,11 t f
a . r' n
sl s a n e rl ice e of rl 1 est LEU ttagc i!': s c ;, f
cnfau aUi', arid lotrb . i as fit utfc?:. designed "�"-""' ::'. 'i:
to repi t 'I l II t o i• 11.
-
o t L! H 9r HPS
AI e lt�llab,',vifhBaaeonnF, t tit
dloN tff LCI' Ll 7tirl ) tl 1- f :
f. V (I Of 1C'it�,0
a r Fr
c! trot 5 stPln P p
in r d;rl k >f new and oxl r rl i In t 11 anions r ( e Beacon tot i dart •'
.: aorAe fr e tai :L IInara are ;diiarlc for weL at ,
Nr ,n .:...6 tz. Al_
Construction:
One Alert; optical cart''<iye-y,:err: consist nc1 installation:
of an LEDergine, LED larnps, optics, gasket • Mounting options for horizontal firm, vertic J
and si:eun:ess steel betel, tenon or traditional arrn mounting available.
• Cartridge i< hr:u togeth r r' i, nrtatnal bras>, P,4cunt g par ware Irc'ude,a
n toffs soldered to the bard so Ih.d't l + Product us. ble {c=r applk; 3 >n r qulr'.nn
bc. fid d Dna piece op u,a system. , t C ,g p r scibc d by ANSI 0136.31
® Two place�1G nl. and r' llcl:.-i.ElE�i�r - -- - -- -- - -
rr retlhare foam gaske, ensues a Ffsarsh: DIMENSIONS
,v's ather-pr ocf : eah ei ound of Ini.11wdual LED, * i.lr to tc V po,lyspl
r 1 �., .,.1 and 3 cr t Cr __... ._ A .._ ._..
LED/Optics: e3.< I V Sh. CGna^i3t': ' . f:'✓6 St = Fj I.
®LEL driver acre I 7 faef'e if y r:- i i 'r:r.(� f -------- „------'
pts C'7b' t rough 27 7 / v0 Hz
Co (-If) -1z f1J1�3'=/). or ,a d•'i': ar flat acc;r{ate 347V sealer n ter :nr* 'd t t t e , r.,;,.t ..._ D'
or 480VripIA.
• Pnvra' oto °2 n'''h /,
rfi loll r ,. rc _...
All: electrical car'rrx)nant, are rate 1 t r .r"JO � A .-- -
lbilis at'ul cad inn 2Y•3 ernia,nt==^.o-dmona t i c 1'3-r r I r I i e.;: %'- .. ..
Pel Mll- 1 1 Nc1 2 a sl 2 d a -' -
'illi IT',I '(3 (;ti f Y, ,r: StH'lffcfd bNltil . ^,.S of .i ....: ", - n.Ti . T�:,..2 .i I.�.: i".
r ran :fns to E'h:ern33 drlun,n-7 equi.rr'.ent ;,r :;, 1 t, , fl < 13C .n h ; c.:� <is. A_ S __ C D Weight: EPA
available upon 167..est 29.12" 24.1. " 14,25' - 2" - -
";en.ocnent-to co,n'unent'wi" : ' i tF i,- 9 4,13" 0 lbs 1.0 ft
it rl inti.,
p
y
Listings: 1
r
I .ni;neire rrr ' r : r 9 • 578 mm 425 min 105 mol 10a mm 1 t
t � carr' uc ,11,,r , than S) : 1 1 3 k
r:<L::d uEtd a• o s isied by, t3L for Ise of e; ,r ! r r i y c ',^ - a tf ( .:!c:
CODV3.C, at'.;v`G' or Ngher ^..d 87 0 ,dein ;. rd,, io, ..;5 : v,,e' 'abcn
• Pl, j dis cornPcts .are heti d by UL for ,Ise MOUNTING OPTIONS
at LCO VAGI , 3A .,1 is . 13A rating Warranty: - --- e l ; %5 --- --
i
aOr�ll29 i0 �..! ary ;