HomeMy WebLinkAboutARB201900128 Plan - Submittal (First) 2019-12-09ARB PRELIMINARY REVIEW
NOVEMBER 04, 2019
STONEFIELD BLOCK D1
ALBEMARLE COUNTY, VIRGINIA
OWNER'S AGENT
O'CONNOR CAPITAL PARTNERS
Mr. Brett Buehrer
535 Madison Avenue, 6th Floor
New York, NY 10022
p. 212.308.7700
e. Bbuehrer@oconnorcp.com
https://oconnorcp.com
OWNER
OCT STONEFIELD PROPERTY OWNER LLC
240 Royal Palm Way, 2nd Floor
Palm Beach, FL 33480
p. 212.546.0899
ARCHITECT / APPLICANT
Mitchell/Matthews Architects
P.O. Box 5603
Charlottesville, VA 22905
p. 434.979.7550
f. 434.979.5220
www.mitcheilmatthews.com
TABLE OF CONTENTS
DESCRIPTION 03
VICINITY 04
SITE PHOTOS 05
SITE PLANS 06
LANDSCAPE PLANS 08
CONTEXT 11
PERSPECTIVE ILLUSTRATIONS 12
ELEVATIONS 16
EXTERIOR PALETTE 20
PRELIMINARY
R E V I E W
Stonefield Block D1 is a multi -family building within the Stonefield development in Albemarle County, Virginia. Notable adjacent buildings include the Hyatt Place Hotel and the Regal
Stonefield Cinema.
The project consists of a structure between six and eight stories tall and will provide housing with 234 apartment units. One half of the building surrounds an open courtyard. The other
half encloses a multi -level parking structure. The parking garage will be fully concealed from view from all surrounding streets.
The proposed building is bounded by the Hydraulic Road Entrance Corridor on one side. From Route 29 travel lanes, the proposed building's upper stories will be marginally visible.
The project contributes to the county's Comprehensive Plan objectives with the following:
• planted sidewalks, promoting safety, comfort and walkability
• continued block development in keeping with Stonefield's Neighborhood Model
• parking relegated to the block interior, concealed from view
• high density residential use
The project complies with Entrance Corridor guildelines in the following areas:
• compatibility with existing corridor character. The architectural character of Hydraulic Road adjacent to Stonefield Development is a work in progress. At the moment it derives
largely from recent structures-- the long wall of Regal Stonefield Cinema and a short run of rowhouses-- along with relatively young street trees, mostly sycamores. The proposed
building will fill in a large open space currently occupied entirely by an asphalt parking lot. While it will be taller than the cinema and rowhouses, its height is not inappropriate for
a street as wide as Hydraulic Road. Through its array of windows, balconies and railings it acquires a legible human scale that contributes to the streetscape in a way that the
long, largely blank cinema wall does not. The fenestration of the proposed building combines with that of the rowhouses to engage the corridor and its sidewalks. In contrast,
many older buildings along Hydraulic Road, especially those across the road from the site, have developed in a piecemeal manner, spaced too far apart, creating a negligible face
along the street. Setbacks are inconsistent. Most of these buildings appear diminutive and overwhelmed along a street this busy and wide. In many cases surface parking is more
prominent than the architecture. The proposed building at Block D1 seeks to avoid these deficiencies, contributing to a stronger, more compact street edge. The building's massing,
articulation and material placement mitigates its size-- variations in projections, parapets, canopies and overhangs prevent a static appearance. Material choices reinforce these
variations.The palette consists of a robust range of durable finishes-- brick, cementitious panels and metal/fiberglass or vinyl -clad windows and doors.
• concealment of parking, loading and service areas: In place of existing surface parking, a concealed multilevel parking deck will serve the proposed project. Trash removal, mail
delivery and loading will occur along Inglewood Drive, away from view of Hydraulic Road and Route 29.
• screening with landscape: Street trees will be planted along Hydraulic Road, in keeping with the trees already planted at the Regal Cinema. In addition existing topography at
Hydraulic Road will undergo regrading at the intersection with District Avenue to help screen the lower story of the building here, minimizing its perceived height.
DESCRIPTION
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WA ENGINEERS DRAWN B. INITIAL SITE PLAN -
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SITE PLAN EXISTING
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CHARLOTTESVILLE VA 434-979-7550
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SEREV No.
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ALBEMARLE COUNTY VIRGINIA
DRAWING NUMBER'
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TITLE
JOHN DAVID BEIRNE A-
Li,N..042267
PLANNERS
ASSOCIATES
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WWA NUMBER:
FILE NAME: DISCIPLINE: IsCALE: DATE:
SHEET NUMBER:
2f9040.02
904002C_SP-I-dw CIVIL H: 1' 0'
9 10/17/19
8 Of 11
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MITCHELL • MATTHEWS 07
ARCHITECTS & PLANNERS
CHARLOTTESVILLE VA 434-979-7550 NOV 4,2019
A R B
PRELIMINARY
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PROJECT:
STONEFIELD BLOCK D-1
SET REV NO.
WA ENGINEERS
DRAWN BK
INITIAL SITE PLAN
-
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SURVEYORS
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KM
ALBEMARLE COUNTY, VIRGINIA
DRAWINO NUMBER'
1OHN DAVID BEIRNE JR
1dc.No.04226T -
PLANNERS
°iHF
TITLE:
LANDSCAPING PLAN
C-10
I'TDNA1
ASSOCIATES
HFW
SHEET NUMBER:
1O Of 11
WWA NUMBER:
219040.02
FILE NAME:
904002C_LS—f.dwg
DISCIPLINE:
CML
SCALE:
H:1'=20'
DATE:
1��17�19
N0.
SHEET REVISION
BY
DATE
NO.
SHEET REVISION
BY
DATE
" ""
V: N A
LANDSCAPE PLAN
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MITCHELL • MATTHEWS 08
ARCHITECTS & PLANNERS
CHARLOTTESVILLE VA 434-979-7550 NOV 4,2019
TREE PROTECTION
1. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING
CONSTRUCTION.
2. LIMITS OF CLEARING AND GRADING SHALL BE NO CLOSER THAN THE OUTSIDE DRIP-UNE, BUT
NOT LESS THAN 5 FEET FROM THE TRUNK OF THE TREES TO BE PRESERVED.
3. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A
HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN
UNTIL TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED
BY THE COUNTY ENGINEERING DEPARTMENT.
4. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND
SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP LINE OF TREES TO BE PRESERVED
AND PROTECTED.
5. ALL TEMPORARY EROSION CONTROL MEASURES AND/OR PERMANENT STORMWATER MANAGEMENT
FACILITIES SHALL BE COORDINATED SO TO NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND
PROTECTED.
6. FIRES SHALL NOT BE PERMITTED WITHIN 1DO FEET OF THE OUTSIDE DRIP LINE OF TREES TO BE
PRESERVED AND PROTECTED.
7. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP LINE OF TREES
TO BE PRESERVED AND PROTECTED. TREE PROTECTION FENCING SHALL BE INSTALLED ACCORDING
TO THE DETAILS HEREIN AND THE EROSION AND SEDIMENTATION CONTROL HANDBOOK.
8. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL CABLE,
TELEPHONE OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION
OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE
MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED
BY THE COUNTY ENGINEER THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF
TREES TO BE PRESERVED AND PROTECTED.
9. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND
PROTECTED SHALL BE REPAIRED IMMEDIATELY IN ACCORDANCE WITH THE PRACTICES IN THE
EROSION AND SEDIMENTATION CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE
PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECLAUST.
10. SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND
PROTECTED SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18' OVER THE
ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE
UNTIL THE SOIL IS LOOSENED.
11. ANY AUTHORIZED ROOT PRUNING, BRANCH PRUNING OR OTHER TREE PROTECTION MEASURES
SHALL BE CONDUCTED UNDER THE SUPERVISION OF A CERTIFIED ARBORIST OR FORESTER.
12. TREE PROTECTION MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION AND
SEDIMENTATION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEANUP.
13. SEE EROSION SEDIMENTATION CONTROL PLAN FOR TREE PROTECTION FENCING DETAILS.
GENERAL LANDSCAPING NOTES:
1. LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND HAVE ALL UTILITIES LOCATED BEFORE
BEGINNING ANY DIGGING.
2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE, INCLUDING SHRUBS AND
GROUNDCOVER, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS -FREE CONDITION UNTIL PROJECT
HAS BEEN ACCEPTED BY OWNER.
3. CONTRACTOR SHALL LAY OUT AND CLEARLY STAKE ALL PROPOSED IMPROVEMENTS INCLUDED ON THIS
PLAN, INCLUDING PLANT MATERIAL FOR OWNERS APPROVAL PRIOR TO INSTALLATION.
4. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES.
5. NO EXISTING TREES SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY
ENGINEER EXCEPT WHERE NOTED ON PLANS. NO GRUBBING SHALL OCCUR WITHIN EXISTING TREE
PROTECTION AREAS.
6. CONTRACTOR TO VERIFY PLANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN. LANDSCAPE ARCHITECT
SHALL BE ALERTED BY CONTRACTOR OF ANY DISCREPANCIES PRIOR TO FINAL BID NEGOTIATION. UNIT
PRICES FOR ALL MATERIAL SHALL BE SUPPLIED TO THE OWNER AT BIDDING TIME. IN THE EVENT OF
A PLANT QUANTITY DISCREPANCY BETWEEN THE PLAN AND THE SCHEDULE, THE PLAN SHALL PREVAIL
7. ALL PLANT MATERIAL SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMEN'S
STANDARDS AND TO HORTUS THIRD (1977 EDITION) FOR BOTANICAL AND COMMON NAMES.
B. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. OWNER SHALL
RECEIVE TAG FROM EACH PLANT SPECIES AND A LIST OF PLANT SUPPLIERS. WHERE ANY
REQUIREMENTS ARE OMITTED FROM THE PLANT UST, THE PLANTS FURNISHED SHALL MEET THE
NORMAL REQUIREMENTS FOR THE VARIETY PER THE AMERICAN STANDARD FOR NURSERY STOCK,
LATEST EDITION, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (MN).
9. WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN SIZE AND SHAPE.
10. SIZES SPECIFIED IN THE PLANT UST ARE MINIMUM SIZES TO WHICH THE PLANTS ARE TO BE JUDGED.
FAILURE TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN REJECTION OF THAT PLANT.
11. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL BRANCHED, FREE OF
DISEASE, INSECT EGGS, AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS. BALLED AND
BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN
ACCORDANCE WITH AA.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED
AND ESTABUSHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN
PLANT SHALL HAVE A ROOT SYSTEM SUFFICIENTLY DEVELOPED TO RETAIN ITS SHAPE WHEN REMOVED.
12. ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE SPECIFIED, AND SHALL BE
GROWN FROM THE NURSERY WITH A SINGLE LEADER UNLESS OTHERWISE SPECIFIED. PRUNING OF
LEADERS OF TREES IMPROPERLY GROWN FOR THE INTENT OF THE DESIGN SHALL BE REJECTED. NO
PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION EXCEPT FOR
PRUNING OF BROKEN LIMBS DUE TO HANDLING. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY
ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT.
13. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM D(CESSIVE DRYING DURING TRANSIT
AND DURING ONSITE STORAGE. ROOTBALLS/ CONTAINERIZED PLANTS ARE TO BE THOROUGHLY
WATERED DAILY IN THE MORNING. UNDER NO CIRCUMSTANCES ARE TREES TO BE STORED ONSITE
FOR MORE THAN ONE WEEK.
14. NTI-DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN LEAF.
15. TREES SHALL BE LOCATED A MINIMUM OF 4' FROM BUILDING WALLS, RETAINING WALLS AND
SIDEWALKS WITHIN THE PROJECT. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF AREA AND PLANS,
CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO MAKE SUCH
CONFUCTS KNOWN TO THE OWNER OR LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR'S
LIABILITY TO RELOCATE MATERIALS.
16. CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF
DRAINAGE SWALES AND UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED SO AS TO NOT IMPEDE
DRAINAGE.
17. TREE STAKING AND GUYING SHALL BE DONE PER DETAILS, IF NECESSARY. CONTRACTOR SHALL
ENSURE THAT TREES REMAIN UPRIGHT FOR THE DURATION OF GUARANTEE PERIOD. STAKING AND
GUYING SHALL NOT POSE ANY SAFETY HAZARD.
18. SHADE TREES: HEIGHT SHALL BE MEASURED FROM THE CROWN OF THE ROOT BALL TO THE TOP OF
MATURE GROWTH. SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE
CROWN FROM THE CENTER OF THE TRUNK.
19. ALL CONTRACTORS SHALL BE REQUIRED TO COMPLETELY REMOVE ALL TRASH DEBRIS AND
EXCESS MATERIALS FROM THE WORK AREA AND THE PROPERTY (ESPECIALLY AT ALL CURB,
GUTTERS AND SIDEWALKS) DAILY DURING INSTALLATION.
20. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE IMPROVEMENTS, INCLUDING SEEDING, FOR
ONE FULL YEAR AS REQUIRED BY THE SPECIFICATIONS. CONTRACTOR MUST CONTACT THE
OWNER AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE ACCEPTANCE INSPECTION(S).
21. DEAD PLANTS ARE TO BE REMOVED FROM THE JOB BY THE CONTRACTOR WEEKLY.
CONTRACTOR SHALL MAINTAIN AN UPDATED, COMPREHENSIVE UST OF ALL DEAD MATERIALS
REMOVED AND PRESENT A COPY OF THE UST TO THE OWNER AT THE END OF THE CONTRACT
PERIOD. CONTRACTOR SHALL REPLACE GUARANTEED PLANTS AT THE END OF THE GUARANTEE
PERIOD OR CLOSEST PLANTING SEASON.
22. THE CONTRACTOR SHALL POWER TILL THE ENTIRE PLANTING AREA TO A DEPTH OF 8" BEFORE
PLANTING. ADD SOIL AMENDMENTS AS RECOMMENDED BY SOIL TEST AND DETAILS.
23. PLANTING BACKFILL MIXTURE SHALL BE THREE PARTS EXISTING TOPSOIL MIXED EVENLY WITH
ONE PART ORGANIC COMPOST MIX. EXISTING TOPSOIL SHALL BE FREE OF STONES, LUMPS,
PLANTS, ROOTS, AND OTHER DEBRIS OVER 2 INCHES. IT SHALL NOT CONTAIN TOXIC
SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO
6.5.
24. REMOVE ALL BINDING MATERIALS BEFORE PLANTING. PLANTING SHALL OCCUR IN ACCORDANCE
WITH ALL DETAILS.
25. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, AND MANEUVERED ONCE IN IT,
BY LIFTING FROM THE BALL (NEVER FROM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL
SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT WITH THE MOST
DESIRABLE SIDE PLACED TOWARD THE PROMINENT VIEW (SIDEWALK, STREET, ETC.).
26. THE TREE OR SHRUB PR SHALL BE BACKFILLED HALFWAY INITIALLY WITH APPROVED SOIL
MIXTURE AND TAMPED FIRMLY. ALL ROPES AROUND THE ROOTBALL SHALL BE CUT, WIRE
BASKETS ARE TO BE CUT/REMOVED HALF OF THE DEPTH OF THE BALL AND THE BURLAP OR
BALL WRAP IS TO BE PULLED BACK ONE-THIRD ON ALL B&B PLANT MATERIAL COMPLETE
BACKFlWNG THE PLANT PIT AND TAMP FIRMLY. BACKFILL SOILS SHALL NOT COVER THE TOP
OF THE ROOTBALL
27. A SOIL INOCULANT CONTAINING MYCORRHIZAE AND ROOT BIOSTIMULANTS SHALL BE ADDED
AFTER COMPLETION OF THE BACKFIWNG. CONTRACTOR SHALL PROVIDE FERTIUZER APPUED AT
THE TIME OF PLANTING PER SOIL TEST SPECIFICATIONS USING A SLOW -RELEASE NATURAL
FERTILIZER.
28. MULCH MATERIAL SHALL BE AGED (6 MON MIN) SHREDDED HARDWOOD MULCH OR APPROVED
EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN
MATTER.
29. AFTER PLANTING, EVENLY SPREAD 3-4" OF SHREDDED HARDWOOD BARK MULCH OVER ALL
PLANTING AREAS AND PULL BACK MULCH FROM PLANT STEM OR TREE TRUNK A DISTANCE OF
2" MIN. UNDER NO CIRCUMSTANCES IS THE TRUNK TO BE BURIED IN ANY DEPTH OF MULCH.
IF
SINOTICED IN A POST -CONSTRUCTION VISIT, CONTRACTOR CAN BE ASKED TO RE -VISIT THE
SffE AND FIX THE MULCH ACCORDINGLY.
30. ALL PUNTS SHALL BE THOROUGHLY WATERED WITHIN 24-HOURS OF PLANTING.
31. ALL SLOPES 3:1 OR STEEPER SHALL BE PLANTED WITH GROUND COVER PLANTINGS AND/OR
VINES IN ACCORDANCE WITH TABLE 3.37-C OF THE VESCH (UNLESS OTHERWISE PROVIDED IN
THE LANDSCAPE PLAN).
32. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
MAINTAINED AT, MATURE HEIGHT; THE TOPPINGS OF TREES IS PROHIBITED. SHRUBS AND TREES
SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
PUNTING NOTES:
1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO
COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE
PLANTS SECTION OF THE SPECIFICATIONS.
2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GNEN IN THE PLAN UST
AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN
STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL
EXHIBITING A SPINDLY OR LOP -SIDED HABIT OR OTHER FEATURE THAT
DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED.
3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION
OF NURSERYMEN PROCEDURES AND SPECIFICATIONS.
4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT
LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR
TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD
WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL LANDSCAPE
ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION.
5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR
CHANGES.
6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE -EMERGENT WEED
CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO
MULCHING.
7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS,
TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR
ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING
OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS
AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE
REMOVED FROM PROJECT AND CLEANED UP.
8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY
LANDSCAPE ARCHITECT.
9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF
3" UNLESS OTHERWISE NOTED ON DRAWING.
10.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.
ll.LOW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON
ALL SLOPES STEEPER THAN 3:1.
PLANT SCHEDULE & GRAPHIC SYMBOL KEY FOR EXISTING LANDSCAPE
Symb
T""
Bofanieal Name
Common Name
Type
Size
Spacing
Remarks
CanopI
Canopy
CITY
10-0T (sry
Total(an
Amelanchier
Aaymn Brilliance
AD
2
gmrmi0ora'AaNmn
Servlceberry
Bw
B'
AS Shown
Omamenlal(FI.-Mg)
IM
260
Brillance
PA
4
Piatanus aceriblia
Bloedgood London
BBB
212'
k Shown
Shade
479
1,916
Sbcdwnd'
Plane Tree
cal
Gledi6ie
Thornless
31/2'
GT
3
alacamhos var.
Honeylowst
B&B
mI
AS Shown
Shade
541
1,623
s'SkNine
OP
13
Ouerws phellos
Highbwer VNlbw
BSB
R' 21
As.-
Shade
419
5,447
VPSTA'
Oak
wI
TOTAL CANOPYOFTREES AND SHRUBS IN MISTING LANDSCAPE
9,246
PLANT SCHEDULE & GRAPHIC SYMBOL KEY FOR NEW LANDSCAPE
SymO
TOMQW
Belankal Name
Common Name
Type
Siff
Spacing
Remarks
Canopy
Gnopy
an
aM]
1ano (soy@
fsel
OP
4
Ouerousphellos
'OPSTAI
HghlowerWilow
Oak
08B
212'
cal
As Shown
Shade
419
1,676
TOTAL CANOPY OF TREES AND SHRUBS IN NBN LANDSCAPE
1,676
NOTE:
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.
LANDSCAPE TABULATIONS
TREE COVERAGE:
PROJECT AREA:
108,028 FT2
PERCENT OF TREE COVER REQUIRED:
10%
CANOPY COVER REQUIRED:
10.803 FIR
CANOPY PROVIDED:
10.922 Ft'
)OHN DAVID BEIRNE A
Li, Nc. 042267 -
Im
A R B I LANDSCAPE PLAN NOTES
ENGINEERS
NoSURVEYORS
PLANNERS
ASSOCIATES
SET TOP 1/8 OF
ROOT BALL ABOVE
FINISHED GRADE
EX
GROUND 14,/
DOUBLE STRAND 12-GA.
GALV. WIRE TWISTED IN
1/2" RUBBER HOSE
3" MULCH
EXTENDED
OVER BERM
3" EARTH
SAUCER
NP
III III III- -I �-REMOVE BURLAP
III-i-I-I FROM TOP 1 2
1NNOF ROOTBALL
2'X2" HARDWOOD SUBSOIL BROKEN
STAKE 3 PER TREE. WITH PICK BACKFLL WITH SOIL MIX OF
DRIVEN INTO FIRM 3/4 EXISTING SOIL & 1/4
SUBGRADE AT 45' 12' R ORGANIC MATTER
NOTE -
THIS DETAIL FOR DECIDUOUS AND
EVERGREEEN TREES OVER 12' IN HEIGHT
GUYING DETAIL FOR LARGE TREES
NOT TO SCALE
DOUBLE STRAND 12-GA GALV. WIRE
TWISTED IN 1/2" RUBBER HOSE 6'
FROM TOP OF STAKE
2'X2" HARDWOOD
1 STAKE 2 PER TREE
M I
SET TOP 1/8 OF i I 3" MULCH EXTENDED
ROOT BALL ABOVE OVER BERM
FINISHED GRADE
rEX GROUND 3" MIN _3" EARTH. SAUCER
E BURLAP FROM
LL
TOPREMO1I/2 OF ROOTBALL
-
BACKFILL WITH SOIL MIX OF
T 3/4 EXISTING SOIL & 1/4
'Ay 4
SUBSOIL
ORGANIC MATTER
BROKEN/SCARIFIED
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THIS DETAIL FOR EVERGREEN AND DECIDUOUS TREES UNDER 12' IN HEIGHT.
PLANTING AND STAKING DETAIL
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INITIAL SITE PLAN
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ALBEMARLE COUNTY, VIRGINIA
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LANDSCAPING DETAILS AND NOTES
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219040.02
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MITCHELL • MATTHEWS
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CHARLOTTESVILLE VA 434-979-7550 NOV 4.2019
PRELIMINARY
R E V I E W
FOR SITE PLANS
(SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POUCIES)
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
PUN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE
PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE
PERMIT SHALL GOVERN.
2. ALL 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 PUN 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 ALBEMARLE COUNTY DIRECTOR OF
ENGINEERING, OR THE DIRECTOR'S 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 - CUSS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION NOTES FOR rROSIObL AND SEDIMENT CONTROL PLANS
(SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES)
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE
PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT
OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL
INSPECTION.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND
MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA
REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR
TO OR AS THE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN
INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE
BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND
APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL
EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL
MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING
SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY
NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE
EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW
AREA
11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH
FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD,
RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF
COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION
13-301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER
EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM. TO 9:00 P.M.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER
THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO
PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND
DAMAGE TO ANY PUBLIC STREET BECAUSE OF SUDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR
CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE
APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN
REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION
OF THE PROPERTY.
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING.
SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO
FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL
WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY
THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE
APPLIED AT BOLBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE
COUNTY EROSION CONTROL INSPECTOR.
18. PERMANENT STABIUZATON SHALL BE UME AND FERTIUZER, PERMANENT
SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT
90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL.
FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A
10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT
180LBS/ACRE AND CONSIST OF 95X KENTUCKY 31 OR TALL FESCUE AND
0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO
BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY
THE COUNTY EROSION CONTROL INSPECTOR.
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH
RAINFALL ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE
REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50X OF THE
WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO
BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT
FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF
THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE
REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE
NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION
CONTROL INSPECTOR.
MISCELLANEOUS NOTES
1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES
WITHIN FLOOD ZONE 'X', AREAS OUTSIDE OF THE 0.2X ANNUAL CHANCE
FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY
MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP
(FIRM) NUMBERS 51003CO2780 WITH AN EFFECTIVE DATE OF FEBRUARY 4,
2005.
2. THIS PROPERTY IS SERVED BY PUBLIC WATER THROUGH ALBEMARLE COUNTY
SERVICE AUTHORITY.
3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO
CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS
OWN SATISFACTION.
4. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE
COORDINATE SYSTEM.
5. HORIZONTAL DATUM: VIRGINIA STATE PLANE SOUTH ZONE NAD83
6. VERTICAL DATUM: NAVD88
GENERAL UTILITY NOTES
1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY
GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE
CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO
CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS
OWN SATISFACTION.
2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM
AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN
ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION
AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW
ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF
UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH
EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST
STRUCTURES.
3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY
FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE
INSTALLED ACCORDING TO COUNTY STANDARDS.
4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A
PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE
COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS.
5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT
SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE
DRAWINGS.
6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE
COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RNANNA WATER AND
SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES.
7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI
CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217.
8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE
WITHIN FOUR FEET OF ANY FIRE HYDRANTALL HYDRANT BRANCHES SHALL
HAVE A MINIMUM COVER OF 3.0'.
9. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE
BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED
ON THE PLANS.
10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND
SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER
FACILITIES.
11. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH
ALBEMARLE COUNTY SERVICE AUTHORITY AND RNANNA WATER AND SEWER
AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS
SPECIFIED IN GENERAL NOTE 13.
12. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40.
13. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS
OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER
LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS.
14. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES
SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT
WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY.
15. 3' MIN. SEPARATION REQUIRED BETWEEN WATERUNE AND STORM SEWER
CULVERTS OR 6' SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2'
THICK THERMA-CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED
BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE
AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN
BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL
16. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER UDS WILL
REQUIRE A 1-3/4' HOLE TAPPED INTO THE CENTER OF THE LID. BLIND
TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING
THE BOX PRIOR TO METER INSTALLATION.
17. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED
FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND
APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A
PROFESSIONAL GEOTECH. THE CERTIFICATION SHALL STATE THE EXACT AREA
THAT THE CERTIFICATION APPLIES TO.
18. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA
OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES
OR DISCONNECT SERVICE TO NEARBY POWER UNES SHALL BE AT THE
CONTRACTOR'S EXPENSE
19. CONTRACTOR SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER
INFRASTRUCTURE.
20. ALL JOINTS ON PROPOSED WATERLINE SHALL BE RESTRAINED PER
MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS AND PER ACSA
STANDARDS AND SPECIFICATIONS.
SITE PLAN NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING
CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN.
3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO
REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH
FINISHED GRADES.
4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED
AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED.
5. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED
IMMEDIATELY FOLLOWING CLEARING AND GRUBBING.
6. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER
ALBEMARLE COUNTY CODES.
7. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON
BOTH SIDES.
8. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE
INSTALLED ACCORDING TO CURRENT PLUMBING CODE.
9. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR
CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR
CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY
CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK.
10. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES
AND HANDICAPPED RAMPS SHALL COMPLY WTH THE '2010 ADA STANDARDS
FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON
SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND
ACCESSIBLE ROUTES SHALL NOT EXCEED 2X CROSS SLOPE. HANDICAPPED
RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED
TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE
OWNER.
COORDINATION NOTES
1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR
CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE
PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL
PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL
PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS,
INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS.
2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT,
THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE
NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR
STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED
EASEMENT.
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF
PERMISSION, ETC. ARE RECORDED/OBTAJNED PRIOR TO THE START OF ANY
CONSTRUCTION.
4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING
UTILITIES IN CONFUCT WITH PROPOSED WORK HAS BEEN COMPLETED,
INCLUDING UTILITY POLES.
5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION
SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE.
6. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT:
PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I
LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO
DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND
FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698-4000.
7. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A
SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE
SAME LEVEL AS THE PARKING SPACE THEY SERVE.
8. ALL WATER LINES, SEWER UNES, AND FIRE LINES FROM THE MAIN TO THE
STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING
DEPARTMENT.
9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC
NUISANCE AND NOT OVER SIDEWALKS.
10. A KNOX BOX WILL BE REQUIRED FOR THE PROPOSED BUILDING. LOCATION
SHALL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE.
GENERAL NOTES
1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A
MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY
ADJACENT TO THE BUILDINGS OR STORM INLETS.
2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED
AND MAINTAINED.
3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC,
TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE
AND/OR PAVING.
4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND
GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT
SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER.
5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN
ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND
SPECIFICATIONS.
6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE
CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS.
7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR
EXCAVATION 1926 PART P AND OTHER APPUCABLE OSHA REQUIREMENTS.
B. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN
SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY
SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND
SPECIFICATIONS OF VDOT.
9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT.
10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF
CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY
DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED
TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT
OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION
FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL
MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE
OWNER.
11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS,
AVAILABLE SOIL AND HYDROLOGICAL DATA REMOVE WATER BY BENCHING, SUMP
PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF
SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO
PREVENT REMOVAL OF FINES FROM SOIL PROVIDE EROSION CONTROL AT OUTLET
OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY
UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE.
12. 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.
13. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL
CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS
OTHERWISE NOTED.
14. ALL PIPES SHOWN AS HOPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE
S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN
ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE
SPECIFICATIONS.
15. EROSION AND SEDIMENT 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.
16. 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.
17. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF
THE 'MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES' AND THE VIRGINIA
SUPPLEMENT.
18. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
19. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY
ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING
TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE
CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE
OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY
THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE
CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE.
GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE
FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE
THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT
OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY
COLLECTION.
3. 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 UNES AND STRUCTURES, AS
NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A
HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER
THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT UNES,
SERVICE LATERALS AND WATER WATER LINES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
9. VALVES ON DEADEND LINES SHALL BE FLOODED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD
REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014
(SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL
BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA
LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS.
VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE
WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS
INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH
MUST BE OBTAINED BY THE CONTRACTOR.
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE
PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER
LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS
DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE.
VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN
DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY
BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE
CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL
APPROVAL IS GIVEN BY THE ACSA
STORMWATER NARRATIVE
STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE
PLAN ARE PROVIDED BY THE PERMANENT NORTH SWM FACILITY LOCATED IN THE
COSTCO PARKING LOT. DETAILS FOR THE FACILITY ARE PROVIDED ON THE
ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4, WPO#
2010-00023 AND WPO# 2013-69. AN ASSUMED POST DEVELOPED IMPERVIOUS
'
COVER OF 90% WAS UTILIZED IN THE DESIGN OF THE UNDERGROUND
'
DETENTION SYSTEM FOR BLOCK D.
STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN
ARE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS CONSTRUCTED AS
PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT
NO.4, WPO# 2010-00023. THE SITE IS GRANDFATHERED PER 9VAC25-870-48
AND MEETS THE WATER QUALITY REQUIREMENTS OF PART II C SET FORTH IN
9VAC25-870-96. PER PART II C THE STORMFILTER AND VORTECHS UNITS
'
PROVIDE A POLLUTANT REMOVAL RATE OF 60% AND THE FILTERRAS PROVIDE A
'
POLLUTANT REMOVAL RATE OF 74%.
USE IN BLOCK (GLA OR UNITS)
THIS SUBMISSION
RETAIL NON RETAIL RESIDENTIAL
PREVIOUS SUBMISSIONS
RETAIL NON RETAIL RESIDENTIAL
SUBMISSIONS TO DATE
RETAIL NON RETAIL RESIDENTIAL
A
0
0
0 0
0 0
50,224
14,000 0
50,224
14,000 0
B
33,836 61500 0
33,836 6500 0
C
0
0 0
57.701
111,595 0
57.701
111,595 0
D
0
0 234
0
110.000 209
0
110,000 443
BLOCK GROUP 1 TOTAL
0
0 234
14l.761
242,095 209
141,761
242,095 443
E (BLOCK GROUP 2)
0
0 0
0
0 250
0
0 250
F
G
0
0
0 0
0 0
149.964
14,700
0 0
22,880 0
149,964
14.700
0 0
22,880 0
BLOCK GROUP 3 TOTAL
0
0 0
164,664
22.860 0
164,664
22,880 0
STONEFIELD TOTAL
0
0 2
306,425
264,975 459306,425
264.975 693
G
��jDESIGNED
/'Y 'd
SURVEYORS
PLANNERS
ASSOCIATES
- - °�^°
BY:
JDBINITIAL
PROJECT: STONEFIELD BLOCK D-1
SITE PLANENGINEERSDRAWN
ALBEMARLE COUNTY, VIRGINIA
SET REV. NO.
DRAWING NUMBER:
C-3
9Y:
KrM
TITLE:
GENERAL NOTES
DIHR BY.
HFW
WWA NUMBER:
219040.02
FILE NAME:
904002C-ND-2.dwg
DISCIPLINE:
CML
SCALE:
H!N/A
DATE:
10/17/19
SHEET NUMBER:
3 Of 11
NO.
SHEET REVISION
BY
DATE
NO.
SHEET REVISION
BY
DATE
STORMWATER MANAGEMENT CONCEPTUAL
MITCHELL • MATTHEWS
ARCHITECTS ISL PLANNERS
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REGAL STONEFIELD CINEMA
29 NORTH
PROPOSED HYATT HOUSE
N
MITCHELL • MATTHEWS
ARCHITECTS & PLANNERS
CHARLOTTESVILLE VA 434-979-7550
12
NOV 4. 2019
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MATERIAL LEGEND
A. BRICK - COLOR: RED, TO COORDINATE WITH OTHER BRICK NEARBY
B. ARTISAN LAP SIDING - COLOR: SAIL CLOTH - JH2O; BY JAMES HARDIE
C. ARTISAN SHIPLAP SIDING - COLOR: BRONZE OR GRAY; BY JAMES HARDIE
D. REVEAL PANEL SYSTEM - COLOR: BRONZE OR GRAY; BY JAMES HARDIE
E. PANEL WITH TRIM - COLOR: BRONZE OR GRAY; BY JAMES HARDIE
F. HORIZONTAL BANDING & TRIM - COLOR: SAND / TAN TO COORDINATE WITH BRICK
G. WINDOW - COLOR: TO BE COORDINATED WITH ADJACENT SIDING OR BRICK
H. METAL LOUVER: - COLOR: BRONZE OR BLACK
I. METAL GUARDRAIL - COLOR: BRONZE OR BLACK
J. PERGOLA -COLOR: WHITE
ELEVATION AT HYDRAULIC
MITCHELL - MATTHEWS
ARCHITECTS & PLANNERS
CHARLOTTESVILLE VA 434-979-7550
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COl1RWARD LEVEL
,11'
BOND STREET ELEVATION
BOND ENLARGED ELEVATION
1 G J SCALE: IIB" = 1'-0"
H
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I
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F
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ELEVATION AT BOND
ROOFIBTH FLOOR LEVEL
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A. BRICK - COLOR: RED, TO COORDINATE WITH OTHER BRICK NEARBY
B. ARTISAN LAP SIDING - COLOR: SAIL CLOTH - JH2O; BY JAMES HARDIE
C. ARTISAN SHIPLAP SIDING - COLOR: BRONZE OR GRAY; BY JAMES HARDIE
D. REVEAL PANEL SYSTEM - COLOR: BRONZE OR GRAY; BY JAMES HARDIE
E. PANEL WITH TRIM - COLOR: BRONZE OR GRAY; BY JAMES HARDIE
F. HORIZONTAL BANDING & TRIM - COLOR: SAND / TAN TO COORDINATE WITH BRICK
G. WINDOW - COLOR: TO BE COORDINATED WITH ADJACENT SIDING OR BRICK
H. METAL LOUVER: - COLOR: BRONZE OR BLACK
I. METAL GUARDRAIL - COLOR: BRONZE OR BLACK
J. PERGOLA -COLOR: WHITE
MITCHELL _ MATTHEWS
ARCHITECTS & PLANNERS
CHARLOTTESVILLE VA 434-979-7550
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AABrick - Color: Red to B. Artisan Lap Siding - Color: CArtisan Shiplap Siding -
. coordinate with other brick Sail Cloth JH20; By James Color: Bronze or gray; By
nearby. Hardie James Hardie
DReveal Panel System -
• Color: Bronze or gray; By
James Hardie
E.
0
Panel with trim - Color:
Bronze or gray; By James
Hardie
Note: Material Palette shown in print may vary slightly from actual colors. Where required, physical samples can be provided for final review.
FHorizontal
•
banding & trim -
Color: Sand / tan to
Go
Window - Color:
coordinated with
To be
adjacent
coordinate with brick.
siding or brick.
A R B
PRELIMINARY
R E V I E W
HMetal louver - Color:
• Bronze or black.
EXTERIOR PALETTE
IMetal guardrail - Color:
• Bronze or black
JPergola - Color: White
MITCHELL • MATTHEWS
ARCHITECTS & PLANNERS
CHARLOTTESVILLE VA 434-979-7550
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