HomeMy WebLinkAboutSDP202100078 Plan - Submittal (First) 2021-10-05VICINITY MAP: 111 = 1,000'
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ITE TRIP GENERATION
2000 MARCHANT
CODE LAND USE
GROSS SQUARE
NUMBER OF
WEEKDAY
WEEKDAY ADJ. STREET PEAK
SATURDAY
SUNDAY
FOOTAGE
UNITS
TRIPS
AM (7-9 AM)
PM (4-6 PM)
110 LIGHT INDUSTRIAL (TRIPS/1,000 SF)
2,500
NA
6.97
0.92
0.97
1.32
0.68
17
2
2
3
2
230 CONDOMINIUM/APARTMENTS
NA
13
5.86
0."
0.52
5.67
4.84
76
6
7
74
63
TRIPS GENERATED (50/50 SPLIT ON ENTERING/EXITING)
STANDARDS AND SPECIFICATIONS
94 8 9 77 65
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 BUILDINGSAND FACILITIES,
DATED 2009.
SURVEYOR'S LEGEND UTILITIES LEGEND DEMOLITION LEGEND
BH
BORE HOLE
GAS LINE
G
TBS
TO BE SAVED
BM
BENCH MARK
PHONE LINE
UGT
TER
TO BE REMOVED
CO
CLEAN OUT
OVERHEAD ELECTRIC
OHE
EX.
EXISTING
DIP
DUCTILE IRON PIPE
SANITARY SEWER
S
E
SANITARY SEWER MANHOLE
UNDERGROUND ELECTRIC
UGE
SITE ELEMENT TO BE REMOVED
IF
IRON FOUND
WATER LINE
W
`
MF
MONUMENT FOUND
EX. STORM DRAIN LINE
X
TREE TO BE REMOVED
PF
PIPE FOUND
PROP. STORM DRAIN LINE
PKNS
P-K NAIL SET
S
SIGN
- x -
UTILITY LINE TO BE REMOVED
WM
WATER METER
WV
WATER VALVE
INITIAL SITE PLAN
ALBEMARLE COUNTY, VIRGINIA
O CTO B E R 4, 2021
SITE DATA
DEVELOPER:
VIRGINIA PACIFIC INVESTMENTS LLC
CONTACT: ALLAN CADGENE
PROPERTY OWNER:
VIRGINIA PACIFIC INVESTMENTS LLC
2088 UNION STREET -SUITE 1
SAN FRANCISCO, CA 94123
TAX MAP / PARCEL #:
78-21 HO
PROPERTY ADDRESS:
2000 MARCHANT STREET
PROPERTY SIZE:
1.36 ACRES
ZONING:
LI - LIGHT INDUSTRY
ZONING OVERLAY DISTRICTS:
NONE
MAGISTERIAL:
SCOTTSVILLE
COMPREHENSIVE PLAN:
NEIGHBORHOOD 4
EXISTING USE:
MULTI -FAMILY RESIDENTIAL
PROPOSED USE:
MIXED -USE: LIGHT INDUSTRY/RESIDENTIAL
DRINKING WATER WATERSHED:
NONE
DAM INUNDATION ZONE:
NO
AIRPORT IMPACT AREA:
NO
ENTRANCE CORRIDOR:
NO
TOTAL # OF UNITS / DENSITY:
13 UNITS = 9.55 UNITS/ACRE
DENSITY BONUS FACTORS:
NONE
WAIVER / VARIANCE REQUESTS:
NONE
SPECIAL EXCEPTIONS:
NONE
SURVEY SOURCES:
KIRK HUGHES & ASSOCIATES
LAND SURVEYORS & PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VIRGINIA 22902
(434)296-6942
JANUARY 7, 2020
DATUM:
HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88.
BENCHMARK:
BENCH MARK #1 - IRON ROD SET W/ CAP - ELEV.=383.94'
BENCH MARK #2 - IRON ROD SET W/ CAP - ELEV.=385.56'
MISS UTILITY TICKET NUMBER: A804500955
LAND -USE BREAKDOWN: LAND -USE
BUILDINGS:
PAVED AREA:
SF AC %
6,763 0.155 11%
12,100 0.278 20%
PERVIOUS/OPEN AREA: 40,402 0.928 68% 1
TOTAL SITE ACREAGE: 59,265 1.361 100%
TOTAL SITE IMPERVIOUS AREA = 18,863 SF
SETBACKS:
10' MINIMUM FRONT BUILDING SETBACK
U SIDE AND REAR SETBACK ADJACENT TO LIGHT INDUSTRY
MAX. HEIGHT OF STRUCTURE:
65ALLOWED BY CODE (15- STEPBACK REQUIRED FOR EACH STORY OVER 40')
TALLEST EXISTING STRUCTURE = 49'
NUMBER OF EMPLOYEES:
3 MAXIMUM
RECREATIONAL AREA:
N/A
LANDSCAPE REQUIREMENTS:
SEE LANDSCAPE PLAN FOR CALCULATIONS
PARKING REQUIREMENTS:
3 - EXISTINGI-BR UNITS @ 1.5 SPACE/UNIT = 5 (RESIDENT)
2 - EXISTING 2-BR UNIT @ 2 SPACE/UNIT = 4 (RESIDENT)
8 - PROPOSED 1-BR (<500 SF)
1.25 SPACE/UNIT = 10 (RESIDENT)
2,500 SF OF "MAKER SPACE" @
1 SPACE/500 SF = 5 (CUSTOMER)
3 MAXIMIM EMPLOYEES @ LARGEST
SHIFT = 3 (EMPLOYEEI
PARKING PROVIDED: ON -SITE PARKING SPACES IN LOTS ON 2000 MARCHANT = 16
OFF -SITE PARKING SPACES ON BROADWAY STREET = 8
OFF -SITE PARKING SPACES ON MARCHANT STREET = 3
27 PARKING SPACE PROVIDED
SITE NOTES:
1. THE PROJECT PROPOSES TO ADD EIGHT (8) "MAKER SPACE" LIVE/WORK COTTAGES AND PARKING TO THE 2000/2010
MARCHANT PROPERTY.
Sheet List Table
SHEET #
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
APPROVALS:
PLANNING/ZONING
1211MAN
BUILDING OFFICIAL
tll[4q
SHEET TITLE
COVER SHEET
GENERAL NOTES
EXISTING CONDITIONS
DEMO PLAN
LAYOUT PLAN
GRADING PLAN
UTILITY PLAN
LANDSCAPE PLAN
DETAILS
DETAILS
waterstreetstudio
landscape architecture I civil engineering
418 E Main Street 434.295.8177 Charlottesville, VA 22902
�}titiTH OF'r
U"AlanG.Frankfin
NOT FOR CONSTRUCTION
professional seal
EUGENE RYANG
project manager
ALAN FRANKLIN
project team
2000 MARCHANT
project name
VA PACIFIC INVESTMENTS LLC
client
2088 UNION STREET, SUITE 1
SAN FRANCISCO, CA 9413
project address
project number
INITIAL SITE PLAN
project phase
OCTOBER 4, 2021
issue date
revisions
COVER SHEET
sheet title
Ll 00
sheet number
240AK40 = 24" OAK W/ 40' CANOPY DIA.
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GENERAL CONSTRUCTION NOTES
PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS
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 MAYBE 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 MAYBE 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 S 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 2% IN ANY DIRECTION.
30. DUMPSTER PADS TO BE MINIMUM l 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 (LI 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 Y2 INCH OF REQUIRED SUBGRADE ELEVATIONS.
38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 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/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND
ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR 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.
waterstreetstudio
landscape architecture I civil engineering
418 E Main Street 434.295.8177 Charlottesville, VA 22902
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.
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c
I `1 OT FOR CONSTRUCTION
NOT
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
professional seal
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
EUGENE RYANG
project manager
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.
ALAN FRANKLIN
2.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
project team
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 (HORIZONTALMERTICAL). 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 III.
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.
2000 M A R C H A N T
9.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD
project name
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
VA PACIFIC INVESTMENTS LLC
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
client
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.
2088 UNION STREET, SUITE 1
SA N FRA NCISCO, CA 9413
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.
project address
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.
----
project number
INITIAL SITE PLAN
project phase
OCTOBER 4, 2021
issue date
revisions
GENERAL NOTES
sheet title
46. THE VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
L 10 1
sheet number
i I
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TOPOGRAPHY NOTES
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1.) TITLE SOURCE
TMP 78-21 H
N
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VIRGINIA PACIFIC INVESTMENTS, LLC
DB 5040-20, 23 PLAT
PARCEL "C"
1.361 ACRES
SURVEYOR'S CERTIFICATION
2.) DATUM: HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88 ESTABLISHED BY GPS.
THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE
N
I
3.) NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION
CHARGE OF, KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY
RAILROAD NOTE
OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED STARTING ON FEBRUARY 2018 THRU
LOADING DOCK 80' RIGHT OF WAY FOR RAILROAD IS PER DB 274-70 AND THE RIGHT OF WAY
DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
I AND TRACK MAP FOR THE CHESAPEAKE AND OHIO RAILWAY COMPANY
N
UNDERGROUND UTILITIES.
JANUARY 7, 2020; AND THATTHIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING
DATED JUNE 30,1916, AND LAST REVISED JULY 17, 1978. THIS CONFLICTS
METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
WITH FIELD MONUMENTATION AND PLATS OF RECORD FOR THE SUBJECT
MISS UTILITY TICKET A804500955 Taken: 02/1411810:51 AM
AND ADJACENT PROPERTIES.
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MISS UTILITY CONTACT INFORMATION: TELEPHONE: 1-800-552-7001.
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CHARLOTTESVILLECITY-WATER
waterstreetstudio
landscape architecture I civil engineering
418E Main Street 434.295.8177 Charlottesville, VA 22902
I
NOT FOR CONSTRUCTION
professional seal
EUGENE RYANG
project manager
ALAN FRANKLIN
project team
2000 MARCHANT
project name
VA PACIFIC INVESTMENTS LLC
client
2088 UNION STREET, SUITE 1
SAN FRANCISCO, CA 9413
project address
project number
INITIAL SITE PLAN
project phase
OCTOBER 4, 2021
issue date
revisions
EXISTING
CONDITIONS
sheet title
Ll 02
sheet number
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landscape architecture I civil engineering
418 E Main Street 434.295.8177 Charlottesville, VA 22902
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LOADING DOCK 80' RIGHT OF WAY FOR RAILROAD IS PER DB 274-70 AND THE RIGHT OF WAY
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waterstreetstudio
landscape architecture I civil engineering
418 E Main Street 434.295.8177 Charlottesville, VA 22902
(
NOT FOR CONSTRUCTION
professional seal
EUGENE RYANG
project manager
ALAN FRANKLIN
project team
2000 MARCHANT
project name
VA PACIFIC INVESTMENTS LLC
client
2088 UNION STREET, SUITE 1
SAN FRANCISCO, CA 9413
project address
project number
INITIAL SITE PLAN
project phase
OCTOBER 4, 2021
issue date
revisions
LAYOUT PLAN
sheet title
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/ I
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/ ' 2' INV. IN 386.8TCP NORTH a
I I TMP 78-21Q ` I�
-- -
INV. OUT384.5(8"TCP) SYLVESTER LAWRENCE, JR. & o o• 14 /If
(MANHOLE DRY) O
EDGEGRAY[ - - o WARREN L. HERRING 1� / CSP $ S / e GARAGE -I STORY J h O O'TC F DB621-507
_ PARCEL"E"
PAVEMENT (4) PARALLEL PARKING - - DB 542-568 PLAT / I I
9LF IMPROVEMENTS SPACES - - - - 1 /
FZ TMP 78-21 P (9' X 20' MIN.) - /J� 1
4-7
ALFRED B. SADTLER
DB 4278-469
REPLACE EXISTING 4" SS LOT 6, BLOCK ADB 338-308 PLAT /
LATERAL WITH 6" PVC
SAN. LATERAL AT EX. DB 1579-591 PLAT /
ACSA SSMH /
INV. 372.40 /
waterstreetstudio
landscape architecture I civil engineering
418 E Main Street 434.295.8177 Charlottesville, VA 22902
I
NOT FOR CONSTRUCTION
professional seal
EUGENE RYANG
project manager
ALAN FRANKLIN
project team
2000 MARCHANT
project name
VA PACIFIC INVESTMENTS LLC
client
2088 UNION STREET, SUITE 1
SAN FRANCISCO, CA 9413
project address
project number
INITIAL SITE PLAN
project phase
OCTOBER 4, 2021
issue date
revisions
GRADING PLAN
sheet title
�Z 0 10' 20' 40'
Ll 05
sheet number
i
I
I I
I
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I
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I I I
I
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0 Co) I MAINTENANCE SIGN
m I ASPHALT DRIVE
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.I
(4) $' WAR6R
METERS
TAPPING
SLEE�E, VALVE,
ASPHALT PAVEMENT & FHA h
WIDENING I \ ii �^ I J\ 1
(3) PARKING SPACES \ ��
-
t
373
\ 3Q
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WOOLEN MILLS, LLC I L _
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DB 841-429 PLAT our364.0' (10.- PVC) 1 375 1
RE -PAVE L A
ASPHALT DRIVE 0
SSMH
TOP 376.26 9 MULBRY \
INV. IN364.9'
NV.OUT364.4' \ \ SDMH 2'x3 GRATE INLET k
JTOP 375.8
TOP 374.31' � � � �
INV. IN 372.3' C AF NV =374.8 i
INV. OUT 362.9JAI JAI
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�IP W
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SANITARY SEWER & ---�
WATERLINE EASEMENTS
DB 342-197, 202 PLAT
SSMH
TOP 377.42'
INV. IN 371.4' (10" TCP)
INV. IN 372.4' (4" CIP)
INV. OUT371.2'(10"rCP)
I
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(8 SPACES) /
nIFOADWAYSTR
W MAX. HT.
CONC. WALL
TREES TO REMAIN,
TYP.
MANAGED STEEP
SLOPES, TYP.
TMP 77-40E
ANTEC PARTNERSHIP
DB 854-116
PARCEL A
DB 693-352 PLAT
I
LOADINGDOCK
I
RAILROAD NOTE
WRIGHT OF WAY FOR RAILROAD IS PER DB 274-70 AND
THE RIGHT OF WAY AND
TRACK MAP FOR THE CHESAPEAKE AND OHIO RAILWAY
OMPANY DATED JUNE
30, 1916, AND LAST REVISED JULY 17, 1978. THIS CONFLI
S WITH FIELD
MONUMENTATION AND PLATS OF RECORD FOR THE $U
ECTAND ADJACENT
PROPERTIES.
'� l
I814„TO 6"ARBORVITAE ? J�
_ 38S0
waterstreetstudio
landscape architecture I civil engineering
418 E Main Street 434.295.8177 Charlottesville, VA 22902
NOT FOR CONSTRUCTION
professional seal
EUGENE RYANG
project manager
ALAN FRANKLIN
project team
4�4__ -- ——
v v — —
, -- \ X� 777 0"CHEF
DJUST CIT,X��✓� �28"HICKORY —
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391 / V AND,ENCLOS REBENCH 2 / OB542-568PLAT
T AGNOLIA ��' 2000 MARCHANT
\ / j / 7 / DB 1007-SOB PLAT project name
D9335-136PLAT
l 1- MAIL
2010
r
MARS9AN / / / / �%� ONE/ Py�VA PACIFIC INVESTMENTS LLC
5 PE 8"C R ON / client
y / \ \ lR RAG% 2088 UNION STREET, SUITE 1
a� ° cHiMNEY j , o �'�' oHu ��o / SAN FRANCISCO, CA 9413
�_ -- T — —. -'�y9P / project address
4 ATER, T P. P� \ ADJT�X ON Q MARCH F9eo�F�G
M. U
i WATE METE tiV OSsco AGED STEEP
ERMEABLE P RKIN SS VED 6 �� (50"PRIVATE
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8 SR(�CES) JG _ EDGEPAv . l lR L�MAIN�PPRQX/ v' project number
TREE > IN, �b� — — — — _
TYP _IA �{� 8' DIPA A WA R.. CROS�IVG� [ ox ` —
B U—WJ VJB b O \ METERSATER S M W \ \ ` \ P EUS \IIq^MBPLESNAC� c �) STREETCLOSED l / / -� INITIAL SITE PLAN
\ I 8"MAPLE o) vEL I /-------- project phase
S (4� PARKING SPACES 1 I �DGEG
\ u \ \— \ I — — ° — — — — e OCTOBER 4, 2021
� cor I * R/GHI�OFWAYL/NE I XF J —370 issue date
GRAPELF RK�NG / TOP389.73' ( FH w
I
INV. IN 3857 (8" rCP) N.W.
INV. IN 8 TCP NORTH a
W ( I ` IW
RL G �� _ INV. OUT384.5' (8"TCP) TMP 78-21Q ____ SYLVESTER LAWRENCE, JR. &
/ (MANHOLE DRY)
EDGEGRAY[ -TA-P ._8" o WARREN L. HERRING
S�T PC5 1 Ck-
WATERLINE GARAGE- I STORY DB 621-507
Lucy I°
PARCEL "E"
PAVEMENT (4) PARALLEL PARKING — — DB 542-568 PLAT �/ j 9LF IMPROVEMENTS SPACES — — — — )
(9' X 20' MIN.)
TMP 78-21 P revisions
ALFRED B. SADTLER
DB 4278-469
LOT 6, BLOCK A
7
DB 338-308 PLAT /
DB 1579-591 PLAT
/
/ UTILITY PLAN
sheet title
�Z 0 10' 20' 40Ll 06
sheet number
LANDSCAPE
CALCULATIONS
Tree Canopy
Interior Parking
Lot Trees
Requirement:
10% of Total Site Area
Requirement:
1 Large Shade Tree per 10 Parking Spaces
Square feet
IParking Spaces:
20
Total Site Area
59,265
Gross Site Area
59,265
Square feet
Required:
2 Large Shade Trees
() Rec. Areas
0
Square feet
Provided:
4 Large Shade Trees
(-J Pond Area
0
Square feet
Interior Parking
Lot Landscaping Area
(-) Wetland Area
0
Square feet
Requirement.
5% of Paved Parking and Vehicular Circulation Area
shall be Landscaped with Trees and Shrubs
Required:
5,927
Square feet
(+) Tree Save
25,000
Square feet
Parking Area:
6345
Square feet
(+J Canopy Bonus
6,250
S
Square feet
q
Required:
45 Square feet
(+J Proposed Trees
1,959
Square feet
Provided:
1,042 Square feet
Provided:
33,209
Square feet
Screening
Street Trees
Requirement:
Parking ores consisting of four spaces or more shall be
Requirement:
i Large Shade Tree (1 1/2"cal.) per 50 Linear Feet of Frontage
screened from adjacent residential or rural districts.
Provided:
Not Applicable
Street Frontage:
160
Linear Feet
Required:
3
Large Shade Trees
TMP 77-40E
Provided:
3
Large Shade Trees (2 existing + 1 proposed)
ANTEC PARTNERSHIP
PERMEABLE PARKING
(8 SPACES) 1 STORYMETAL WAREHOUSE
TREES TO REMAIN,
DB 854 116
ROADWAYSTR
TYP.
PARCEL A
#182091?OADWAYSTRE5
MANAGED STEEP
DB 693-352 PLAT
iszfrMETAL WAREHOUSL
END OF STATE
MAINTENANCE SIGN
-ASPHALT DRIVE
CG I y OR 1
PROPOSED III I I'
STREET TREE \
ASPHALT PAVEMENT h 4
WIDENING y� YJ
(3) PARKING SPACES
373
o
> o
i
L_J ivv OI N
/V Q o I / / U
_--
IME
I I�
WOOLEN MILLS
(2) EXISTING
STREET TREE I EX. 9 I
— — — — -=CGS= —_�\ \ I I CEDAR
SjSSSMH
i0P 372.9' SSG , T DOI TIC '' 6E CK
SSMH S
TMP 78-2 1B TOP 376.36 G I g I
WOOLEN MILLS, LLC
INV. IN 364.2 (10 PVC)
DB 5000-249 INV. IN 368.T (8"DROP) j
INV. IN 364.2' J
DB 841-429 PLAT our364.0' (10" PVC) 1 375 \
\ EX. 14 /
A CKBE Y
RE -PAVE o —
ASPHALT DRIVE h \ 0
SSMH '
TOP 376.26' X.
INV. IN364.9' MULBERRY
INV. OUT364.4' \ \ 2'xTGRATEINLET
SDMH TOP 3758
TOP 374.31' � � � � � —�
INV. IN372.3' ° \ OMP INV 3748
INV. OUT 362.9'JAI
RW.S.A.60"jfORCEMA/N( PPROXJW3 \
MANAGED STEEP
SLOPES, TYP. %A
1,500 SF INTERIOR PARKING \
LOT LANDSCAPE AREA
(HATCHED AREA)
W
Et;N 8'
BROADWAYST. (END)
MARCHANT ST (BEGIN)
25,000 SF EX.
CANOPY PRESERVED
(SHADED AREA)
SANITARY SEWER&
WATERLINE EASEMENTS
DB 342-197, 202 PLAT
SSMH
TOP 377.42'
INV. IN 371.4' (10" TCP)
INV. IN 372.4' (4" CIP)
INV. OUT371.2' (10" TCP)
I
2-STYW/BSMT. __r _ /
�p +FFEA5.04' — — — I 'DB 564-50
U�a FFE3B7n'dfMT.+ / BR/C SWALE� 20'CENTR
ej POPLAR i 1 �qN_8 (/� I I / / / 20'CENiRALiELEPHONE
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csw� I I E�• 2 �RBO�VITAE /i Q v DB 628-485 / PyVACY
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DOT \ /
61 TYP S I i iJpS 8
1 I I
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LOADINGDOCK
I
RAILROAD NOTE
WRIGHT OF WAY FOR RAILROAD IS PER DB 274-70 AND THE RIGHT OF WAY AND
TRACK MAP FOR THE CHESAPEAKE AND OHIO RAILWAY OMPANY DATED JUNE
30, 1916, AND LAST REVISED JULY 17, 1978. THIS CON FLI S WITH FIELD
MONUMENTATION AND PLATS OF RECORD FOR THE $U ECTAND ADJACENT
PROPERTIES.
4' I
e
—380
o AIII-
_ R
1 i i
HICKORY \ � CH
/ � / �`'I. I /
III -
LOT LL1,50GANINTERIOR DS�APPE A EA IN�FUTURE O PAVILION / / / / PXAPOE / D I / / / I I EX. 4'1 MAP /j l
N O I cn I I C OT (HATCHED AREA) O G L— / / / / / / / 0 El. 30"I
EX. 28" G� / / / I I IPOP//LAR /
HICKORY
O O vvacs EX. 7"
Q \ LAWN l l I / ASH
CON .I WALK PORCH o cros HVAc®
I4) - MAI" R SPACE UNITS/ W/ RESIDENCE ABOVE 4 AKER I
MS 1 I I� MS MS 3 MS 4 S) CES W/ I �1 I I 25�000 SF �X. 0 .30" I l Bp'
2 CS ABOVE IDENCE O i I I COPY PRESERVED �IORWg4Y /RS
I � (S ADEDIAREA) C// SPRU E
I I X. 300
°sscoP oeCH 1 I I EX. 2/��/�/) I I I
_csw �� 1 I / MA N6L1 MULBERRY
BR/CK WALE I
o—-------� — —,
z I I 200o x - —
L AD RAMP e to M MARCHANT — — — — — — — — — —
�— — — 20' VEPCO ESMT
W MAX. HT. SLOPES, TYP.
CONIC. WALL
(24) TO ECbOX-385 ( EX. 4"
ARBORVITAE
c —
_ - - --
) — - 38S
- --E,vAINtIrvKF —
I
MAIL / (9) TO 2 / EEC. 5"F/ECAN MAGNOLIA /
2010 (4) CS I
MARCHAN I / / �7 E . 8" CHERRY ONU
/\C\�
/QN / �P
MS 9 i / / / / X. 7' LOCUS ,- y
9 —I—i / /
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/ E / �_— ----- GNU I E — — '411 r9eo�F�G
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LOCUST _ _ ifs VQ osco ARCH /� AGED TEEP I
ERMAEABLE P RKIN \ / VC�6 c o�eeAv7. (50' PRIVdTE R O.W. / % T (MAIN�PPRQX/ / ES T P� �J /
/ 8 CES) \T D 403J592 fJLAT /
/ TREE MAIN,"Td ' R R. CRO Q
/ TYP —W�—WB w IPA ,A WA /
i` \ \ 1 \ P EUS� 1` I O 1 L oX \ c STREET CLOSED /
/I 1 /
�� \ --- -
\�383314MARK#I 1 \ /\ SMWV \M — (4I PARKING SPACES` oV� I / o
- _ — — —
/ = OMB ___ _ / S cor SSMH * R/G8TOFWA)`L/NE �, I lRF —370 — —
GRA DEL P MING iOP 389.73 `� I fN W /
a I \ INV. IN 385.7 (8 TCP) N.W. 41 i
— — — / INV. IN 386.2' (8" TCP) NORTH 93
TMP 78-2IQ ` IW
INV.OU7384.IQ
5'(8"TCP) �� --
(MANHOLE DRY) SYLVESTER LAWRENCE, JR. & �o o' 14
s EDGEGRAVL - - o WARREN L. HERRING 1� i
S T P05P I GARAGE-L STORY DB 621-507
_ PARCEL"E"
PAVEMENT 4 PARALLEL PARKING - DB 542-568 PLAT I I
IMPROVEMENTS SPACES
TMP 78-21P (PLANT SCHEDULE
ALFRED B. SADTLEF QTY. I SYMBOL IScientific Name JConnnnon Name ISIze ISpacing lRoot INotes 110 Yr Canop Canopy Tota
DB 4278-469 PROPOSED SITE TREES
LOT6. BLOCK 3 CIF Corpus f lorido 'Appalachian Mist' Dogwood 2" Cal. As Shown B&B 124 372
DB 338-308 PLAT i CG Carya glabra Pignut Hickory 2" Cal. As Shown B&B 61 61
DB 1579-591 PLAT 4 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown B&B Matched specimens 299 1,196
33 TO Thuja occidentalis 'Emerald' Emerald Green Arborvitae 7" Ht. 4.5' O.C. Cont. 10 330
Total = 1,959
SHRUBS
waterstreetstudio
landscape architecture I civil engineering
418E Main Street 434.295.8177 Charlottesville, VA 22902
I
NOT FOR CONSTRUCTION
professional seal
EUGENE RYANG
project manager
ALAN FRANKLIN
project team
2000 MARCHANT
project name
VA PACIFIC INVESTMENTS LLC
client
2088 UNION STREET, SUITE 1
SAN FRANCISCO, CA 9413
project address
project number
INITIAL SITE PLAN
project phase
OCTOBER 4, 2021
issue date
revisions
LANDSCAPE PLAN
sheet title
36
CS
Cornus sericea'Cardinal'
Red Twig Dogwood
3 Gal.
3' O.C.
Cont.
14
VD -A
Viburnum dentatum
Arrowwood Viburnum
3 Gal.
As Shown
Cont.
14
VD-B
Viburnum dentatum'Blue Muffin'
Blue Muffin Viburnum
3 Gal.
As Shown
Cont.
14
VD-C
Viburnum dentatum'Christom'
Christom Viburnum
3 Gal.
As Shown
Cont.
�Z 0 10' 20' 40'
Ll 07
sheet number
Q
J
a
W
W
rn
WHEREv-% PLAN
APPLICABLE
1 %a" DEEP CONTRACTION/SCORE
JOINT, SPACED EVERY 5' O.C.; TYP.
OR AS SHOWN PER PLANS
SECTION
1 SIDEWALK
L108 SCALE : NITS
12
ERRED
°2 t
+
0
JOINT
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.
TROWELED EDGE;
2 VDOT STD CG-2
SH; TYP. L108 SCALE : NITS
Y2" EXPANSION JOINT W/Y2" 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
WWF 6" X 6" WIA X W1.4 W/ 2"
MIN. COVER - ONLY WHEN /
WHERE VEHICULAR TRAFFIC IS
EXPECTED TO OCCUR
COMPACTED VDOT #21A STONE
BASE
95% COMPACTED SUBGRADE
HANDICAP SIGN -
BLUE BACKGROUND, WHITE LETTERING
(MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS
EQUIVILENT)
PENALTY
VAN TOW -AWAY
`¢AO FINE
ACCESSIBLE iW-AWAY ZONE
12" X 12" PENALTY FINE PLACECARD REQUIRED BELOW
PRIMARY SIGN
SIGN MUTCD R7-813
SHALL BE INSTALLED AT SPACES WHICH ARE VAN
ACCESSIBLE ONLY AS SHOWN ON PLANS
METAL SIGN POST-
84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO
WALK PASSES BY OR UNDER THE SIGN
FINISHED GRADE
CO
p /j 2000 PSINCRMINETE OOTING (CLASS B)
.'
V V 4 K% COMPACTED SUBGRADE
12"
PENALTY
§100-§500 FINE
iOW-AWAYZONE
MUTCD R7-8
(VA)
NOTES:
1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U-CHANNEL. POST SHALL HAVE 3/8"
DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL
BE BLACK.
2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED.
3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS
APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS.
4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD.
5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT)
ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180)
6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS.
7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART.
3 ASPHALT PAVING
L108 SCALE : NITS
2"x2"x6' MIN. HARDWO(
STAKES. USE 2 STAKES F
TREE AND SET OUTSI
ROOT PACKAi
3" DOUBLE SHREDD
HARDWOOD MULC
TAPER AT TRUNK. MULI
TO WITHIN 2" OF TRU
IN PLANTING ARE
REMOVE ALL WIRE
STRING FROM ROOTB✓
AND ALL BURLAP FRC
TOP 2/3 OF ROOTB✓
NATIVE BACKFILL S(
AMENDED WITH 1,
ORGANIC COMPC
COMPACT SUBS(
TO FORM PEDEST
TO PREVENT SETTLIf
#4 REBAR GRID @ 12"
O.C. BOTH WAYS
J�4„y�2"R
1.5" VDOT SM 9.5A
ASPHALT WEARING COURSE
3" VDOTBM-25 ASPHALT BASE COURSE
6" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE
4 DUMPSTER PAD
L108 SCALE: NITS
VDOT CG-2 CURB
NO. 9 AGGREGATE
IN OPENINGS
AQUA-BRIC TYPE 4L
CONCRETE PAVERS
3 8" MIN. THICK
2" NO. 8 AGGREGATE,
4" NO. 57 STONE
8" NO. 2 STONE
UNCOMPACTED SUBGRADE—
UNLESS COMPACTION IS
REQUIRED FOR STRUCTURAL
SUPPORT ON LOW STRENGTH
SOILS
5
1108
REINFORCED CONCRETE SLAB;
i00 MIN. PSI., AT 28 DAYS FINISH
MATCH TYPICAL SIDEWALK
COMPACTED VDOT #21A STONE BASE -
IR RECYCLED CONCRETE EQUIVALENT)
i% COMPACTED SUBGRADE;
=MOVE ALL ORGANIC MATERIAL
[:1SHi
}' O HOLE
FULL THICKNESS
2 1„
-7r2 a 4" 7`
2- #3
8 z iria 4„
GRAVEL
BASE TOP VIEW ,r
1„ 61
PERMEABLE PAVER SECTION
SUALL : NIS
IED STRAPPING, ARBORTIE OR
OVED EQUIV., LOOPED TO
K. (2) PER TREE. NAIL OR STAPLE
AKE.
DP OF ROOT CROWN 2"
✓E ADJACENT GRADE
E SOIL SURFACE TO PROVIDE
,METER WATERING RING
FINISH GRADE
ROUGHEN SIDES OF
PLANTING HOLE
TREE PIT DEPTH=ROOTBALL DEPTH
MEASURE BEFORE DIGGING TO
AVOID OVEREXCAVATION
DRIVE STAKES 6" TO 1'-0" INTO
UNDISTURBED SOIL BELOW
ROOTBALL
5 2'
3" DOUBLE SHREDDED
HARDWOOD MULCH
ROUGHEN SIDES OF
PLANTING HOLE
PULL OR WASH POTTING MIX
AND ROOT MAT APART TO
DIRECT THE OUTER ROOTS
INTO THE ADJACENT SOIL.
DO NOT LEAVE CIRCLING ROOTS
AGAINST THE ROOT BALL.
NATIVE BACKFILL SOIL AMENDED
WITH 15%DECOMPOSED
ORGANIC COMPOST
1
2
SIDE VIEW
2..
I
II
3 z'
II
II
�8lip
z
SECTION "A" ENLARGED
6 CONCRETE WHEELSTOP
L108 SCALE: NITS
SET TOP OF ROOT CROWN
2" ABOVE ADJACENT GRADE
51,
z
SHAPE SOIL SURFACE TO PROVIDE
3DIAMETER WATERING RING
FINISH GRADE
TREE PIT DEPTH=ROOTBALL DEPTH
MEASURE BEFORE DIGGING TO
AVOID OVEREXCAVATION
PREPARE SUBSOIL TO FORM
PEDESTAL TO PREVENT SETTLING
waterstreetstudio
landscape architecture I civil engineering
418 E Main Street 434.295.8177 Charlottesville, VA 22902
NOT FOR CONSTRUCTION
professional seal
EUGENE RYANG
project manager
ALAN FRANKLIN
project team
2000 MARCHANT
project name
VA PACIFIC INVESTMENTS LLC
client
2088 UNION STREET, SUITE 1
SAN FRANCISCO, CA 9413
project address
project number
INITIAL SITE PLAN
project phase
OCTOBER 4, 2021
issue date
revisions
DETAILS
sheet title
7 ADA PARKING SIGN
L108 SCALE : NITS
8 TREE PLANTING
L108 SCALE :NTS
9 SHRUB PLANTING
L108 SCALE :NTS
Ll 08
sheet number
Cali..
7 CU. FT.
#68 STONE
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES—
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
— 2' TO 10'
2500 P.S.I. CONCRETE ; •„ Y. ,.�.e
BASE AND THRUST ; ; : • ;..,• ;�; �'1e
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
I
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
6" GATE
VALVE
8" X 6"
TEE
RESTRAINED JOINT FITTINGS
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG. W-4
TD-8
1 FIRE HYDRANT ASSEMBLY
L109 SCALE : NTS
FINISHED IMPERVIOUS SUDCAr=
(DESIGN BY ENGINEER OF RE
SUITABLE COMPACTABLE FILL
(AS NECESSARY - DESIGN BY
ENGINEER OF RECORD)
PROPEX GEOTEX 601
NON -WOVEN GEOTEXTILE
(OR EQUAL) SURROUNDING
MODULES AND STONE/SOIL
INTERFACE
3/a' (19 mm)
ANGULAR STONE
ENGIIVI-1-1A vI
RESPONSIBLE FOR ENSURING
SUBGRADE SOILS MEET BEARING
AND SETTLING REQUIREMENTS
J I VRIVI I /'11V r\
MODULES
5 STORMTANK SECTION
L109 SCALE : NTS
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1/4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
DIAMETER OF 4". —�
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET. /
iM
Al
2' 2' MIN I I
SALT J
TREATED
FINISHED GROUND 2 x 4
MARKER
0
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
2 SANITARY LATERAL
L109 SCALE : NTS
VEGETATED AREA TO BE DESIGNED
WITH ADEQUATE COMPACTED FILL
FOR DESIGNED LOAD RATING
(DESIGN BY ENGINEER OF RECORD)
MIN. 2'-0"
(610 mm)
MIN. V-0"
(305 mm)
MAX. 1 V-0"
(3.35 m)
MIN. V-0"
(305 mm)
DEPTH SPECIFIED BY
ENGINEER OF RECORD
6" (152 mm) MIN.
7
1 '-6"
(4571mm)
1
1'
OR
1/B BEND
N x 3/4' MALE PIPE COUPLING
EQUAL
0
NOTE:
NO SWEATED FITTINGS
DUAL SERVICE
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
LOCKWING
36' MIN.
STOP
SAND OR DUST UNDER
BOX AND SETTER (2-INCH
MINIMUM THICKNESS)
0
0
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
0
2'
R
1' COMPRESSION x 31e MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
CAST IRON LID
GRADE
METER
BOX
-COPPERSETTER
METER
BRICK AS
NECESSARY
VDOT SPEC. 203, NO. 57
AGGREGATE
YPICAL SERVICE LATERAL INSTALLATION
(5/8" & 11f METERS)
NTS
FIG. W-6A
TD-10
3 WATER SERVICE LATERAL
L109 SCALE : NTS
3'-0" (914 mm)
1/••II••••11••/1
1/••II••••II••11
in
w
J
Im
F_
w
w
U)
1
1061P`j
STORMTANK MODULES
ISOMETRIC VIEW
SIDE
DESCRIPTION
HEIGHT
in. (mm)
CAPACITY
Cf (CU. m.)
6.436 (0.18)
NOMINAL
VOID RATIO
95.5%
WEIGHT
Ibs. (kg)
22.7 (10)
ST-18
18 (457)
ST-24
24 (610)
8.656 (0.25)
96.0%
26.3 (12)
ST-30
30 (762)
10.876 (0.31)
96.5%
29.5 (13)
ST-36
36 (914)
13.096 (0.37)
97.0%
33.1 (15)
NOTES:
1. FOLLOW MANUFACTURER'S ASSEMBLY & INSTALLATION INSTRUCTIONS
FOR PROPER IMPLEMENTATION.
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
i
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
4 WATER METER BOX
L109 SCALE : NTS
r'n NIr'DCTC DINI/]
(DESI
BRENTW(
Illll'ST I/IT
waterstreetstudio
landscape architecture I civil engineering
418 E Main Street 434.295.8177 Charlottesville, VA 22902
NOT FOR CONSTRUCTION
)rofessional seal
NE RYANG
I manager
LAN FRANKLIN
oiect team
2000 MARCHANT
project name
VA PACIFIC INVESTMENTS LLC
client
2088 UNION STREET, SUITE 1
SAN FRANCISCO, CA 9413
project address
project number
INITIAL SITE PLAN
project phase
OCTOBER 4, 2021
issue date
revisions
DETAILS
sheet title
6 STORMTANK MODULE
L109 SCALE : NTS
STORMTANK OBSERVATION PORT
SCALE : NTS
Ll 09
sheet number