HomeMy WebLinkAboutSDP201600055 Letter of Revision 3 Plan Revisions 2021-04-30I,
SITE DATA
DEVELOPER: OWNER
CW HURT CONTRACTORS, INC ALBEMARLE LAND, LLC
195 RIVERBEND DR 195 RIVERBEND DR
CHARLOTTESVILLE, VA 22911 CHARLOTTESVILLE, VA 22911
TMP: 78-11
LEGAL REFERENCE & SOURCE OF TITLE: DEED BOOK 2860 & PAGE NUMBER 231
SITE AREA: 4.81 AC
MAGISTERIAL DISTRICT: RIVANNA, COUNTY OF ALBEMARLE
SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING 03/21/2016
SOURCE OF TOPOGRAPHY: FIELD SURVEY BY DOMINION ENGINEERING 03/21/16. VERTICAL DATUM: NAVO 88
THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A
100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO287D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS,
NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT.
WATERSHED: SOUTHFORK RIVANNA (BELOW RESERVOIR)
BENCHMARK(S): TOP OF EXISTING SANITARY MANHOLE "EX -A" ON NORTHEAST END OF SITE = 443.79'
LOADING REQUIRMENTS
(1) SPACE FOR FIRST 8,000 SF AND (1) FOR EACH
ADDITIONAL 20,000 SF.
FOR 45,000 SF, 3 LOADING SPACES ARE REQUIRED.
3 LOADING SPACES PROVIDED
IMPERVIOUS AREA SUMMARY
LETTER OF REVISION #3
SDP201600055
FINAL SITE PLAN FORISP1 Cover Sheet
MONS NE CENTER
TM 78, PARCEL I I
RIVANNA DISTRICT
PREDEVELOPED:
WATER SOURCE: EX. 8" ACSA WATERLINE ALONG DRIVE. ALBEMARLE COUNTY, VIRGINIA
GRASS/OPENSPACE 209,534 SF 4.81 AC
SEWER SERVICE: EX. ACSA 8" SANITARY SEWER ONN SITE. SITE.
POSTDEVELOPED:
MAXIMUM BUILDING HEIGHT: 35'
PRIMARY ZONING: HC
NO VARIANCES
BUILDING SETBACKS C1 ZONING
SETBACKS:
FRONT, ADJACENT TO PUBLIC ROAD:
BUILDING - 30'
PARKING - 10'
SIDE AND REAR, ADJACENT TO RESIDENTIAL
BUILDING - 50'
PARKING - 20'
ADJACENT TO COMMERCIAL
BUILDING - NONE
PARKING - NONE
SIDE AND REAR - NONE
CURRENT USE: VACANT
PROPOSED USE: OFFICE
PARKING REQUIREMENTS
1 SPACE PER 200 SF OF 80% GROSS FLOOR AREA
BUILDING 1: 12,000 SF
BUILDING 3: 12,000 SF
BUILDING 2: 21,000 SF
TOTAL 45,000 SF
80% OF 45,000 SF = 36,000 SF / 200 SF = 180 SPACES REQUIRED
80% OF 12,000 SF = 9,600 SF / 200 SF = 48 SPACES REQUIRED
BUILDING 1 - 49 SPACES PROVIDED
BUILDING 2 - 48 SPACES PROVIDED
80% OF 21,000 SF = 16,800 SF / 200 SF = B4 SPACES REQUIRED
BUILDING 3 - 484 SPACES PROVIDED
9 ON STREET PARKING ALONG OLYMPIA DRIVE
PROVIDED = 190 SPACES INCLUDING 9 ON STREET PARKING OK
11 ITI U L ES
1. ANY DAMAGE TO EXISTING UTIUTIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE
CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE.
2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE NON-EXISTENCE OR LOCATION OF UTILITIES.
CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT
LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS
UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER,
POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES
LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF
PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT
OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN
ACCORDANCE WITH THE RESPECTIVE UTIUTY'S RULES AND REGULATIONS. ANY COST INCURRED FOR
REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED
OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF
ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE
UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WALL BE ALLOWED FOR DELAYS RESULTING
FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY
SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND
MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTIUTY COMPANY
AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND
AUGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE
DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR
SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT
INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION
EQUAL TO THE UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE
INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL
ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY.
5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER
BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY
THE CONTRACTOR. CONTRACTOR SHALL KEEP A 'REDLINE" SET OF PLANS DOCUMENTING ALL SUCH
AS -BUILT REVISIONS.
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE CARE ESPECIALLY AT INTERSECTIONS AND GUTTER LINES TO PROVIDE
POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR
AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR
OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND
FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND
PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE
BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL
COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED
WITHOUT SUCH INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE
PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY.
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL
PRIOR TO FINAL ACCEPTANCE.
7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS.
8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR
PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED
USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE
PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER.
GRASS/OPENSPACE 98,742 SF 2.27 AC
BUILDINGS 23,192 SF 0.53 AC
SIDEWALKS 5,715 SF 0.13 AC
PARKING/ROADS 81,885 SF 1.88 AC
209,534 SF 4.81 AC
C VALUES FOR MONSCANE CENTER
((2.54 AC * 0.9) + (2.27 AC * 0.3))/4.81 AC = 0.62
TRIP GENERATION SUMMARY
FROM ITE TRIP GENERATION MANUAL 7TH ED.
CODE : 710 (GENERAL OFFICE BUILDING)
FLOOR AREA = 45,000 GSF
VPD:
11.01 TRIPS PER 1,000 GSF * 45 = 495 VPD
A.M. PEAK HOUR :
1.55 TRIPS PER 1,000 GSF * 45 = 70 VPD
P.M. PEAK HOUR :
1.49 TRIP PER 1,000 GSF * 45 = 67 VPD
SUBDIVISION AREA
77-11A2 = 47,042 SF = 1.08 AC
77-11A3 = 98,169 SF = 2.25 AC
77-11A4 = 64,341 SF = 1.48 AC
77-11 = 209,534 SF = 4.81 AC
CRITICAL AREAS
THERE WILL BE DISTURBANCE OF MANAGED
SLOPES AS PART OF THIS DEVELOPMENT.
THE MANAGED SLOPES ARE NOT
ASSOCIATED WITH A WATER FEATURE AND
ARE NOT NATURAL.
CONCRETE AND ASPHALT
1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY
CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR AT NO ADDITIONAL COST,
, TO
REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION.
2.ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS.
SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS.
3.CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES
FAHRENHEIT (F) IN THE SHADE AND RISING.
4.1 2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30'INTERVALS ON
NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF
HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS
AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM.
5.ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO
THE NEAREST JOINT.
6.EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE
SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE
ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR
PERPENDICULAR TO THE DIRECTION OF TRAFFIC.
7.DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR.
& SEAL (TACK) COAT SHALL BE APPUED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND
ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT
LAYER.
ACSA 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 LOCATION OF EXISTING UTILITIES ACROSS THE UNE 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 ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
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 THREE (3) FEET OF COVER MEASURED
FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES,
SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
B. VALVES ON DEADEND UNES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE
DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10.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).
GENERAL NOTES
1. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT.
WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO.
2. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN
1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE.
VICINITY MAP SCALE: 1" = eoo'
EROSION CONTROL & WORK AREA PROTECTION AND MAINTENANCE
1. ALL FENCES REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE SALVAGED, STORED,
PROTECTED AND RE -INSTALLED BY CONTRACTOR AT THE DIRECTION OF AND LOCATION DESIGNATED BY
THE PROJECT MANAGER. IF SUCH FENCE MATERIAL CANNOT BE REUSED DUE TO DAMAGE CAUSED BY
CONTRACTOR, CONTRACTOR SHALL INSTALL NEW FENCE OF THE SAME TYPE OF MATERIAL TEMPORARY
FENCING REQUIRED BY PRIVATE PROPERTY OWNERS SHALL BE PROVIDED BY CONTRACTOR. CONTRACTOR
IS ADVISED TO CONTACT PROPERTY OWNERS AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF
REMOVING ANY FENCE IN ORDER TO COORDINATE RELOCATION AND/OR PROTECTION OF ANY ANIMALS,
AND TO ESTABLISH AND CONFIRM WITH THE OWNER THE PRE -CONSTRUCTION CONDITION OF ANY FENCE
TO BE REMOVED, DISTURBED OR REPLACED.
2. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY (FOLLOWING ISSUANCE OF VDOT
APPROVAL) AND ANY TEMPORARY OR PERMANENT EASEMENT (FOLLOWING VERIFICATION OF EXISTENCE
OF EASEMENT) SHOWN ON THE PLANS. HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OVMER(S)
FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO GAIN AND COORDINATE
ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO
PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH VIDOT AND
THE PROJECT MANAGER. CONTRACTOR'S FAILURE TO SO NOTIFY AND COORDINATE WITH PROPERTY
OWNERS AND/OR THE PROJECT MANAGER MAY RESULT IN DELAYS.
3. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY
APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF
OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE.
4. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTIUTIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES,
SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE
DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY
CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT
SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY A LICENSED SURVEYOR AT
CONTRACTOR'S EXPENSE.
5. CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO MEET THE
REQUIREMENTS AND INTENT OF THE LOCAL EROSION CONTROL ORDINANCE. CONTRACTOR SHALL PROVIDE
THE NECESSARY DIVERSION DITCHES DIKES OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND
DEBRIS FROM BEING WASHED ONTO THE STREETS OR PROPERTY. CONTRACTOR'S VEHICLES SHALL BE
KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT
DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS.
VEGETATION
1. PRIOR TO REMOVING ANY VEGETATION CONTRACTOR SHALL MEET WITH THE PROPERTY OWNERS AND THE
PROJECT MANAGER TO REVIEW THE UMITS OF CONSTRUCTION AND OBTAIN PERMISSION TO REMOVE
VEGETATION REQUIRED TO DO THE WORK.
2. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR
CUT ONLY WITH THE APPROVAL OF THE PROJECT MANAGER. ANY TREES OR PLANTS WHICH ARE SHOWN
TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS
SUBCONTRACTORS, SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST.
3. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY
UPON COMPLETION OF WORK ON EACH SITE. TOPSOIL, SEED, FERTILIZER AND MULCH SHALL BE PLACED
IN ACCORDANCE WITH ESC AUTHORITY STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF
GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE.
4. THE ACT OF RESEEDING SHALL NOT QUALIFY AS STABIUZED'. THE CONTRACTOR SHALL BE
RESPONSIBLE TO ESTABLISH VEGETATION, NOT SIMPLY APPLY SEED AND MATERIALS.
A
The Base survey mapping, layout, and
design shown hereon, except as noted
in the revisions block, was performed
by Dominion Engineering & Design, LLC.
SHEET INDEX
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/Demo Plan
SP4
3QSP5
=1n
SP6
S
SP8
Lighting Plan Cut Sheets
SP9
Sanitary Sewer Profiles
SP10
Storm Sewer Drainage Areas and Calculations
SPl 1
Storm Sewer Profiles
SP12
Sight Distance and Waterline Profiles
SP13
Details
SP14
Details
SP15
ASCA Details
SP16
VDOT DI Exhibit
TOTAL LAND DISTURBANCE IS 4.40 ACRES
TOTAL IMPERVIOUS AREA
PRE -DEVELOPED 0.24 AC
POST -DEVELOPED 2.54 AC
EARTHWORK, DRAINAGE AND SITE CONDITIONS
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR
BE NO GREATER THAN 2:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS ALL FILL MATERIALS SHALL BE
COMPACTED TO 959. OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A
WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL.
3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE
INDICATED.
4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND
VDOT ROAD &BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS..
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE
ENGINEER.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK,
AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES
BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE
THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT.
SDP201600055 LETTER OF REVISION #3
THIS LETTER OF REVISION SHOWS THE SUBSTANTIVE CHANGES OF THE FINAL SITE PLAN AS FOLLOWS:
1) A GENERATOR HAS BEEN ADDED TO THE PLANS FOR BUILDING 2. THE PLACEMENT OF THE GENERATOR DISPLACES SOME
LANDSCAPING SO WE HAVE UPDATED THE LANDSCAPE PLAN. NOTE THAT TOTAL NUMBERS HAVE NOT CHANGED BUT TREES
HAVE BEEN MOVED FROM GENERATOR PAD AREA.
2) MECHANICAL EQUIPMENT HAS BEEN ADDED TO LANDSCAPING ISLANDS IN THE UPPER PARKING LOT OF BUILDING 2. THE PLACEMENT
OF THE MECHANICAL EQUIPMENT DISPLACES SOME LANDSCAPING SO WE HAVE UPDATED THE LANDSCAPE PLAN. NOTE THAT TOTAL NUMBERS
HAVE NOT CHANGED BUT TREES HAVE BEEN MOVED FROM THE MECHANICAL EQUIPMENT.
3) THE ADA SPACE BEHIND BUILDING 2 HAS SHIFTED TO THE NORTHWEST CORNER OF THE UPPER PARKING LOT BEHIND BUILDING 2.
4 AFIRE LINE AND DOMESTIC LINE HAVE BEEN MOVED FROM THE NORTHEAST SIDE OF BUILDING 2 TO THE FRONT OF BUILDING 2.
5) STAIRS HAVE BEEN ADDED TO THE FRONT OF BUILDING 1 LEADING DOWN TO THE SIDEWALK ALONG OLYMPIA DRIVE. THE LOWER SIDEWALK HAS
BEEN UPDATED TO CONNECT WITH THE STAIRS, AND THE RETAINING WALL HAS BEEN EXTENDED FURTHER ALONG THE SIDEWALK.
6) THE SIDEWALK ON THE EAST AND WEST SIDE OF BUILDING 2 HAS BEEN MOVED AWAY FROM THE BUILDING TO FOLLOW THE EDGE OF THE ROAD.
7) THE SIDEWALK ON THE WEST SIDE OF BUILDING 3 HAS BEEN MOVED AWAY FROM THE BUILDING TO FOLLOW THE EDGE OF THE ROAD.
8) HVAC EQUIPMENT HAS BEEN ADDED TO THE WEST SIDE OF BUILDING 2. THE PLACEMENT OF THE EQUIPMENT DISPLACES SOME LANDSCAPING SO
WE HAVE UPDATED THE LANDSCAPE PLAN. NOTE THAT TOTAL NUMBERS HAVE NOT CHANGED BUT TREES HAVE BEEN MOVED FROM THIS AREA.
9) HVAC EQUIPMENT HAS BEEN ADDED TO THE EAST SIDE OF BUILDING 2 AND TO THE WEST SIDE OF BUILDING 3.
DEPARTMENT OF COMMUNITY DEVELOPMENT
ALBEMARLE COUNTY PLANNER
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Uc. No.
55833 y�
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SCALE:
AS SHOWN
JOB:
MONSCANE
FILE:
16.0023
SHEET:
5 OF16
LAP,°j"Wiml Pry<tt5\2016\160023\ENGINEEMNG\DWG\16 W23-MONSCANE-FSPd", 4/29/2021932'03 AM, AIIWG D PDF (High Qudlay Pnngp6
LANDSCAPING CANOPY REQUIRED:
10% of Total Site Area
Total Site Area 209,524 SF (4.81 Acres)
209,524 SF he 0.10 = 20,952 SF Required
TOTAL CANOPY PROVIDED:
31,112 SF OK
STREET TREES:
Olympia Drive and Rolkin Road
Required: 791 LF/50LF (spacing) = 15.8 Trees
Provided: 17 Proposed Trees.
INTERIOR LANDSCAPING:
Required: 1 Tree per 10 Parking Spaces
180/10 = 18 Trees
Provided: 67 Trees OK
Area Required: 5% of Total Parking Area
0.05*81,885 SF = 4,094 SF
Area Provided: = 21,280 SF
County of Albemarle
Conservation Plan Checklist To be placed on Landscape Plans
(Handbook, pp 111284 111 297 for complete speabeatimcm
1. fl wlo Ifema shell be awn oo tM1e ban
J Trees to ba saved
LB�1. mits ofawnng (outside dr pl ne of tms to be...W)
Q Lacat,on and V,o ofprotmive Serving,
Grade changes requiring nee wells or walls,
Proposed trenching or tunneling beyond the limits ofelernng
3. Me kinking.
Ql+II trees In be saved shall be marked with print or ribbon: t a height clearly visible to component opemmm.
� No gmdin mall begin until the me marking has been suspected and approved by a County bnpxmr.
3. P onstru<don Conf ren
Tree preservation and protMto. messures shall be reviewed with the contractor on site
4. E meal o a acts stores
Hervy egmpment, vehicular Yaffe and ammg ofernnmctnon materials mdud ngsoil shall not be pamipetl windrin th<tlriplirms oftrees
to be seven,
s sat — I and SmrmweNr DeRtmmn Dusho :
Such devic<s shall not ativer:y anal Imes to be good
6. FI
Fires are not permitted within 100 feet of the driplme oftrss to be coved.
0. 3011
0 Materials :
Toxic memruls shell as be atoml within 100 fttmtthe driplme oftsns In be saved.
S. P
l sat be remind within 40 kn ofa proposed building or grading activity shall be protected by fencing.
Q Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or cnnmmction.
9. T We e-
When Me Bound level mug be raised within the driplme ofa toe to be saved, a tree well shall be provided and a construction deail
submined fen approval.
IY. Tr Iles:
f� V enthe ground level mum be lowered within the dripline a tree to be saved, a tree wall shall be Provided: and a construction derail
submitted for approval.
IL Tr hit dT000elin:
When trenching isZ red within the limip ofdearing, it shall be done as far away from the trunks ofteece as possible. Tunneling
under a large pee shall be considered as an alternative when it is eat c,pmed that mccomsy trenching will destroy nearer mop.
12, I
amen ye fencing Baal be the last Items rempvea during the final cleanup.
u. m d
Damaged bees shall be nerved immediately by pmnmg fen l:vtion or other methods recommended by a tree specialist.
NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
7-!S /6
OWNERSIGNATURE (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
5/I/C6 Page I her I
CONSERVATION PLAN CHECKLIST
I DRIP LINE
I SNOW FEN,
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CORRECT METHODS OF TREE FENCING
NOTE : ALL TREE AND 511RU13 SPECIES WILL
EIE GREATER THAN 5 FEET TALL AT I 0-YEAR5
MATURITY.
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TRIANGULAR BOARD FENCE
TREE PROTECTION FENCING DETAIL
Key
Quantity
Botanical Name
Common Name
Size / Cal.
Canopy
TotalCanopy
SHADE TREES
LSR
17
Li uidambar styraciflua
Rotundiloba' Sweet um
2 1/2"
1 249
4,233
QP
36
Quercus phellos
Willow Oak
2 1/2"
370
13,320
UP
5
Ulmus rvifolia'Allee'
Allee' Elm
2 1/2"
366
1,830
ZS
17
Zelkova serrata'Green Vase'
Green Vase' Zelko\ra
2 1/2"
350
5,950
ORNAMENTAL TREES
PY
1 9
1 Prunus yeodensis
lYoshino Flowering Cher
6'-7'
1 99
891
BROADLEAVED EVERGREENS SCREENING
IG
112
Ilex glabra'Shamrocle
IShamrock' Inkberry Holly
24"
1 23
2576
MP
23
Myrica pennsylvanica
Northern Bayberry
24"
1 18
414
CONIFERS
Cal
14
Cryptorneriajaponica Radicans' Cryptomeria
6'-T
123
1722
DECIDUOUS SHRUBS
HQ
11
Hydrangea Quercifolia Oakleaf Hydrangea
18"
16
176
Cano Grand Total
31 112
PARKING AREA PLANTINGS
Key
Quantity
Botanical Name
Common Name
Size / Cal.
Canopy
TotalCanopy
SHADE TREES
LSR
15
Li uidambar stvraciflua
Rotundiloba' Sweet um
2 1/2"
249
3,735
QP
30
Quercus phellos
Willow Oak
21/2"
1 370
1 11,100
ZS
17
Zelkova serrata'Green Vase'
Green Vase' Zelkova
2 1/2"
1 350
1 5.950
ORNAMENTAL TREES
PY
1 5
1 Prunus yeodensis
IYoshino Flowering Cher
6'-7'
99
495
Cano Grand Total
21,280
S35°Ly6'11�( ���� �\SOg— � ,_--�� �����
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SET TRUNK PLUMB. SEE PLAN _ 4-C j �9 e
FOR EXACT LAYOUT AND SPACING.
TREE TIES, SEE SPECS.
i
1-1 /2" EQ. OAK 5TAKE5 SET I
DEGREES APART
FINISHED GRADE
APPLY 3" OF MULCH AFTER PLANTING AND
WATER THOROUGHLY
4" COMPACTED EARTH o
WATERING BERM
EXI5TING GRADE
PLANTING PIT. SEE SPECS PICK EXACT
REQUIREMENTS, PLANTING 501L, AND
PLANTING 501L AMENDMENTS.
0
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REMOVE BURLAP b STR NG PROM
TOP 1/3 OF ROOT BALL
TWO TIMES BALL DIA.
UNDISTURBED SOIL (MIN)
30
TREE PLANTING DETAIL
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SCALE: 1
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LIc. No. y
833
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