HomeMy WebLinkAboutARB201800119 Plan - Approved 2018-09-12GENERAL NOTES
OWNER:
0J200 -00-00-041D2
PROPOSED
1641 EDLICH DRIVE REALTY LLC
BUILDING:
3590 GRAND FORKS BL VD
18,600 sf
CHARLOTTESVILLE, VA 22911
ENGINEER:
COLLINS ENGINEERING
44,265 sf
200 GARRETT ST. SUITE K,
SIDEWALK.
CHARLOTTESVILLE, VA 22902
6,270 sf
TELEPHONE: (434)293-3719
ES77MA TED EMPLOYEES: I T IS AN RCIPA TED
FAX: (434)293-2813
TY SHALL HA VE APPROXIMA TEL Y 200 EMPLOYEES.
CONTACT- MR. SCOTT COLLINS, P.E.
EMAIL: scott0collins—engineering.com
TAX MAP NO.:
03200-00-00-041D2 (D.B. 4020/ PG. 569)
AREA:
9.36 AC.
ZONING:
LIGHT INDUSTRIAL
NO IF. THE PROPERTY IS SUBJECT TO THE FOLLOWING 0VERLAY DISTRICTS — ENTRANCE
CORRIDOR (EC), AIRPORT IMPACT AREA (AIA), & STEEP SLOPES MANAGED OVERLAY DISTRICT
EXISTINGIPROPOSED USE-
EXIS77NG 73,000 f MANUFAC77JRING/WAREHOUSE FACILITY
PROPOSED 18,600 f BUILDING ADDI T70N FOR OFFICES
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 40 FEET
SETBA CKS•
FRONT — 10' MINIMUM AND NO MAXIMUM
SIDE AND REAR — IF ADJACENT TO COMMERCIAL OR INDUSTRIAL ZONES THE PRIMARY
J�
STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE BUILDING
g
CODE. IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO
HISTORIC DISTRICT- (i) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED
a
CLOSER THAN 50 FEET FROM THE DISTRICT BOUNDARY, AND (ii) NO PORTION OF ANY
OFF—STREET PARKING SPACE SHALL BE LOCATED CLOSER THAN 30 FEET FROM THE DISTRICT
BOUNDARY. NO MAXIMUM SETBACK.
SUBDIVISION STREETS •
CURB & GUTTER
WA TERSHED:
POWELL CREEK WATERSHED — SOUTHERN PORT70N OF SITE
NORTH FORK RI VANNA (BELOW WATER INTAKE) WATERSHED — NORTHERN POR TION OF SITE
AGRICULTURAL%FORESTAL
DISTRICT NONE
TOPO & SURVEY.•
TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR KIRK HUGHES &
ASSOCIATES IN FEBRUARY, 2012. SURVEY UPDATED IN )WAY, 2018 AND FIELD VERIFIED IN JULY,
2018 BY COLLINS ENGINEERING
DA TUM:
NAD 83
EXIS77NG VEGETATION:
TREES AND SHRUBS SURROUNDING EXISTING BUILDING AND PARKING LOT.
CRITICAL SLOPES:
STEEP SLOPES IN ACCORDANCE WITH THE COUNTY GIS MAPPING, MANAGED STEEP SLOPES EXIST
ON THE PARCEL. ALSO PER THE COUNTY GIS MAPPING, NO PRESERVED STEEP SLOPES EXIST ON
THE PROPERTY.
FLOODPLAIN: FEMA MAP NO: 51003C0140D, PANEL NO: 0140D, DA TE. • 2/4105
NOTE.- THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS.
LIGHTING: THE SITE HAS EXIS77NG PARKING LOT LIGHTS AND BUILDING LIGHTS THAT SHALL REMAIN.
PARKING LOT LIGHT POLES MAY BE RELOCATED AS NECESSARY.
RETAINING WALLS. • NO RETAINING WALLS ARE PROPOSED W1774 PHASE I. PHASE II WILL HAVE A PROPOSED WALL NO
HIGHER THAN 6.
MECHANICAL/ HVAC EQUIPMENT MECHANICAL EQUIPMENT TO BE LOCATED ON TOP OF THE BUILDING AND HIDDEN
FROM THE VIEW FROM THE ENTRANCE CORRIDOR ALONG AIRPORT ROAD.
TRASH COLLECTION: EXIS77NG DUMPSTER LOCATED ON THE SOUTH SIDE OF THE BUILDING
ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2.
PHASING: THE BUILDING ADDITION AND PARKING LOT (AS SHOWN) SHALL BE CONSTRUCTED AS PART OF
PHASE I. THE FUTURE PARKING SPACES (43 SPACES TOTAL) SHALL BE PART OF THE PHASE 11
(FUTURE) BUILD—OUT:
U RL TIES. • PUBLIC WATER & SEWER
SI TE ACCESS: THIS SITE CURRENTLY HAS AN EXIS77NG ACCESS FROM THE PRIVATE ROAD, GRAND FORKS BLVD.
PARKING: REQUIRED: WAREHOUSE — (1) SPACE PER EMPLOYEE PLUS (1) SPACE PER 500 SF OF
FLOOR AREA OPEN TO THE PUBLIC
200 EMPLOYEES TOTAL (100 EMPLOYEES IN WAREHOUSE AND 100
EMPLOYEES IN OFFICE SPACE) = 200 PARKING SPACES
OFFICE — (1) SPACE PER 200 SF OF OFFICE SPACE
18,600 SF OF OFFICE SPACE / 200 SF = 93 PARKING SPACES REQUIRED
TOTAL PARKING SPACES REQUIRED = 193 SPACES
PROPOSED: 97 — EXISTING SPACES TO REMAIN A T FRONT OF S1 TE
90 — PROPOSED SPACES A T FROM T OF SI TE
31 — SPACES IN VICINITY OF LOADING DOCK
218 — TOTAL SPACES PROVIDED
FUTURE PROPOSED: 43 PARKING SPACES
LANDSCAPING: A LANDSCAPING PLAN IS PROPOSED WITH THIS PRELIMINARY SITE PLAN, SEE SHEET 6.
STORMWATER MANAGEMENT FACILITY THERE IS AN EXISTING STORMWA TER MANAGEMENT FACILITY LOCATED AT THE
NORTHWEST CORNER OF THE SITE, WHICH WILL REMAIN. THIS EXISTING FACILITY WHICH IS A
DRY RETENT70N POND SHALL BE MODIFIED AND U77LIZED FOR WATER QUANTITY REQUIREMENTS.
ADDITIONAL WATER QUALITY REQUIREMENTS SHALL BE ACHIEVED THROUGH THE PURCHASE OF
NUTRIENT CREDITS:
IMPERVIOUS AREAS:
EXIS77NG
PROPOSED
TOTAL
BUILDING:
73, 000 sf
18,600 sf
91,600 sf
PARKING LOT:
95,615 sf
44,265 sf
103, 425 sf
SIDEWALK.
5,770 sf
6,270 sf
8,640 sf
ES77MA TED EMPLOYEES: I T IS AN RCIPA TED
7HA T THE FACILI
TY SHALL HA VE APPROXIMA TEL Y 200 EMPLOYEES.
MAXIMUM LOT COVERAGE: 54.1%
MAXIMUM FLOOR AREA: 91, 600 SF
MAXIMUM AMOUNT OF PAVED PARKING & VEHICULAR CIRCULATION
ESTIMATED INCREASE OF DAILY TRIPS FOR OFFICE ADDITION:
103, 425 SF X 5% = 5,172 SF
205 TRIPS PER DAY
zi tiq_ L L4
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
EXISTING BUILDING
Sheet Number
,.
1
f;
2
EXISTING CONDITIONS & DEMO
4:.
LAYOUT & UTILITIES
o Q,'`
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NOTES & DETAILS
6
LANDSCAPING PLAN
7
SITE SECTIONS
,Y
EXISTING BUILDING
SHEET LAYOUT
SCALE: 1" = 100'
A
CURRENT OWNER/DEVELOPER
1641 EDLICH DRIVE REALTY LLC
3590 GRAND FORKS BLVD
CHARLOTTESVILLE, VA 22911
PROJECT ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K.
CHARLOTTESVILLE, VIRGINIA., 22902
PHONE: (434) 293-3719
Sheet Number
Sheet Title
1
f;
2
EXISTING CONDITIONS & DEMO
3
LAYOUT & UTILITIES
o Q,'`
GRADING & DRAINAGE
k
NOTES & DETAILS
6
LANDSCAPING PLAN
7
SITE SECTIONS
EC -2 DI TCN
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DEPTH OF EC -2 DITCH
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SHEET LAYOUT
SCALE: 1" = 100'
A
CURRENT OWNER/DEVELOPER
1641 EDLICH DRIVE REALTY LLC
3590 GRAND FORKS BLVD
CHARLOTTESVILLE, VA 22911
PROJECT ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K.
CHARLOTTESVILLE, VIRGINIA., 22902
PHONE: (434) 293-3719
VICINITY MAP
SCALE: 1" = 2,000'
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS & DEMO
3
LAYOUT & UTILITIES
o Q,'`
GRADING & DRAINAGE
d2
NOTES & DETAILS
6
LANDSCAPING PLAN
7
SITE SECTIONS
EC -2 DI TCN
g�
DEPTH OF EC -2 DITCH
O,nT
SUBJECT aJ
D
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SITE 4
J�
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VICINITY MAP
SCALE: 1" = 2,000'
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS & DEMO
3
LAYOUT & UTILITIES
4
GRADING & DRAINAGE
5
NOTES & DETAILS
6
LANDSCAPING PLAN
7
SITE SECTIONS
7 TOTAL NUMBER OF SHEETS
LEGEND
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ROAD NOTES
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF
77 -IE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND
CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUN ERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE
EN 77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO
THE SATISFACTION OF 77 -IE ENGINEER.
J. ALL GROWTH OF 7REES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE
EASEMENT 07HER TREES AND VEGETA770N WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE
CONSTRUCTION OF THE SUBGRADE,
DRAINAGE
1. ALL PIPE CUL VER TS, EXCEPT PRIVATE EN 7RANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM
COVER OF ONE (1) FOOT
2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICA7ED ON 7HE PLANS,
OR WHERE FIELD CONDI TIONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A
MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA
DEPARTMENT OF 7RANSPORTAION SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE. ENGINEER.
DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
PA YEMEN T
1. AN ACTUAL COPY OF 77 -IE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE
R I . IF THE RE LESS THAN 10 THE DEVELOPER WILL AGGREGATE TE BASE MA TER AL E SSV VALUES A , LL BE
REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 77 -IE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE
BASE 15 PLACED.
J. 7EST REPORTS ON SELECT MA7ERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED
GRADATION FOR TYPE I, Il, OR 111 PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE
COURSE IS BEGINNING AT THE COMPLETION OF 7HE INSTALLATION OF THE AGGREGA TE BASE IN THE
EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL
APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE,
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE
TREA TMENT IS APPLIED.
7. PRIME COA T MUST BE APPLIED TO BASE MA 7ERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COA T
RC -250 0 0.3 GAL. ESQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF
TRANSPORTA77ON SPECIFICATIONS
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES 77 -IAT DO NOT
ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT
OF WAY ONLY 77-IOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA
DEPARTMENT OF TRANSPORTA77ON MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY
,LIST: GENERAL CONSTRICTION NOTES
Y EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION T
1. PRIOR TO ANY CONSTRUCTION WITHIN AN p ANY
EXIS77NG ROAD, A PREM1T SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). 7741S
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF 77 -IE PERMIT. WHERE ANY DESCREPANCIES
OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WTH 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 FER77LIZED SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
OF J. 1 OR BETTER ARE TO BE ACHIEVED.
6. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN 1N 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 Ili.
9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR 77 -HE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL WA TER & SEWER CONDI TIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS.
THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS
AT THE START OF THE WORK.
2 7HE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT
NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA TEL Y CORRECT. THE
CON7RACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY.
3, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT ED177ON OF THE GENERAL
WATER AND SEWER CONSTRUCTION SPECIFICA77ONS AS ADOPTED BY THE
ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DA T7JM FOR ALL ELEVA TIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-70101).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE
TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE
LATERALS, AND WA7ER LINES, ETC.
7 ALL WATER AND SEWER APPUR7ENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES
8. VAL VES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUA TE RESTRAINT FOR THE VAL VE
DURING A FUTURE EXTENSION OF THE LINE.
9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVEN7ER
10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICATIONS OF THE ALBEMARLE
COUNTY SERVICE AUTHORITY.
NOTE: MANDATORY INSPECTIONS ATTHE FOLLOWING PHASES ARE
EER OF REC
ENGINEER FOR AS -BUILT
INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS BEFORE BEING COVERED,
NOTE, ALL WATER AND SEWER MODIFICATIONS TO BE APPROVED AND INSPECTED BY
ACSA.
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE
PLACEMENT OF ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND
CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT
STRUCTURE IS PLACED,
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE
APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR
COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF
A PAVING COURSE AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION
AS PART OF THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE GEOTECHNICAL ENGINEER
AND/OR ENGINEER A MINIMUM OF 48 HOURS PRIOR TO EACH OF THE ABOVE PHASES OF
CONSTRUCTION TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE
ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF THE ENGINEER OR MAY
LEAD TO THE ROADS AND PARKING AREAS NOT BEING ELIGIBLE FOR FINAL
CERTIFICATION.
6„
MIN
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 T ROADBED SUBGRADE, HE
FINE GRADING AND PREPARATION OF HER E G E, T
CONTRACTOR SHALL HAVE COR 7ESTS PERFORMED ON THE SUBGRADE SOIL. 77-IREE (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 RE DESIGN SHALL BE MADE BY THE DESIGN
PAVEMENT
ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WI THIN THE PUBLIC RIGHT OF- WA Y
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 LOCA T70NS ARE APPROXIMA TE. EXACT LENGTH, LOCA 77ON AND APPROPRIA TE END
TREATMENTS WILL BE FIELD VERIFIED AT 77 -IE 77ME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY
REQUIRED T PONS N T H WN WHEN, IN THE OPINION F T NT I
BE EQU EDA LOCA O S O SHO E, E O 0 0 HE COU Y 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 EN77?AINCES SHALL
CONFORM TO VDOT CG -9(A, B OR C).
6. WHERE RURAL CROSS SECT70NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRAIIVCES 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 SECT70N DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION.
SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN
APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY
NUMBERING ORDINANCE AND MANUAL.
10, 7RAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE
DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED
NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR
AS DETERMINED BY VDOT FOR PUBLIC ROADS
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE
MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON 77 -IE ROAD
PROFILES
13. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS' THAT ARE
DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPEC77ON SHALL BE
CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A
VDOT OR COUNTY INSPECTOR PRESENT.
TOP
OF ---
CURB
4�T
I
v
STANDARD CG -6
CURES & GU TTER
NO SCALE
7"
VDOT #57,#68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
BACKFILLING.
(VARNABLE WD TH)
4" CONI (3000 PSI AT 28
DA Y, OR STONGER)
` 4" 21-A STONE BASE
CONCRETE SIDEWALK"
NO SCALE
-.---1 It`s SF' t:',N CAST IRON-->~Im !/2 ,FC;Tlorl. �31FEI.
NOTES
,a 1 LICS 'ro rE3: ,,1f'2` �'-!%2„ # z.vz. .ISI.,
CAS, E'ls'!FI t I7,"Try , T!. 1;1 i it1 Rt tt:�daN QK
.._,wi�....., _ COLLAR �.-� --- 10'-A" I.GNG P, AN5 FOR _DEP'H RE:P.r.EEy ,,',%N 10' USE
T 4DINRL) I[ to
_
,i 11 � i
k-
r-
{V
.,I> IRNA!.
y.,
I
•,�,
!� �
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1
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�. " I
f r , ;IIs, i. °
i'- k H
7 t
Jt, L_. 0, i__
f -
1.
1
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a.
PROPOSED CG—6
is
CONCRETEPROPOSEDi
;.
nlm�IAIAl li 5 1T
03200-00-00-04100
TURNER, DAVID P & THE MARKET PLACE
OF VIRGINIA LC
7.1990 AC
ZONE: RA
D.B./PG. 3170/306
03200-00-00-041AI
CROWN COMMUNICATION INC
PMB 353
0.00 AC
ZONE: RA
SCOTT R. COLLINS�I
Lic. No. 035791
0
��ONAL
z
0
d
Z a V)
0 z
I--1
Z
U) LLI
r H
Lu
w
IN
D
t�
]OB NO.
GRAPHIC SCALE 122076
r
30 0 15 30 60 120 SCALE
1 ei=30'
( IN FEET )
I inch = 30 ft.
SHEEP NO.
3
ql(z, it �
i
1/
Landscape Notes
1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED
TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING
SERVE AS LIMITS OF CONSTRUCTION.
2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES.
PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS
TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/
OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON—SITE.
CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE
ARBORIST IF ANY OCCUR.
3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE
OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE
PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN
COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY
TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK
4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE
OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE
WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS
WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH
A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH
LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN
DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES.
5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM
THE SAME SOURCE (PER SPECIES).
6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY
SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING
INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT
PRIOR TO PLACEMENT OF ORDERS.
7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY
AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE
ARCHITECT 48—HOURS PRIOR TO DELIVERY.
B. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING.
9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES.
MULCH SHALL BE APPLIED TO A 2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE
TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE
DOUBLE—SHREDDED HARDWOOD.
10.CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY
DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING.
11.ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS
ASSOCIATION.
Landscape Calculations
PLANT LEGEND
PLANT SCHEDULE
GRAPHIC kALC
T
S'M BOT NC
COMMON NAME
9ZE
CANOFY"
QUANTITYTO
TAL SITE
r_A6GE(sQ
TREES
I.- Aii�\ _ ,P IL
Al
E I
IN FEET)
I11
«.,oNIT
THIS a a.. T.EY
IT
ACER RUBRUM
RED MAPLE
21/2" cal
1 452
1 6
1 2712
OP :QUERCUS
PALUSTRIS
PIN OAK
31/2"cal.
1 471
1 14
1 6,594
qA
ULMUS PARVIFOLIA LLEE'
I ALLEE ELM
21/2"ca1.
1 423
1 9
1 3,807
U N 0 ERSTO RY TREES
116TAL 600.DAu o,
4�y a III HE A— TO F�
I H hIFi
Pf e11 �f 'P
.+
o`
s VILL
J
MG MAG N O UA GRAN DI F LORATlTTLE GEM'
IsoLrrHERN MAGNOLIA
6'7'ht,
1 87
1 4
1 348
Py PRUNUS YEDOENSIS
IYOSHINOCHERRY
6-Tht.
99
1 20
1,980
EVERGREEN TREES
ICTES.T 1.11 P NE I.I.A. To ITANN..
x6 H11P T. ,TA"Na
9E1E. TO I. 11 A E
IN ILEX x'NELLIE RSTEV 777 75 ZSI X V-11 IJj NELLIE 15TEVENS HOLLY
T-7- It
44
" \
660
SHRUBS
L
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CTION N.i.6,
9ECTpN Ri.6.
ECTION �...
uv1(f"
AB .ABELIAGRANDIFLO
GLOSSYABRLA
24'ht. min
14
22
12
IC ILEXCORNUTA
CHINESE HOLLY
24'ht.m'n
14
41
574
IG JILEXGLABRA
INKBERRY HOLLY
24'ht. min
1 23
59
1 1,357
TOTAL CANOPY
w
1
1 18,340
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.
OSCOTT R COLL[NSZ
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8
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GRAPHIC kALC
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1 inch = 40
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TREE PLANTING
A, aE aE6.oaxE11 "n6C 11 a T".THE u s` °s11„ oT THE AN116-ATEAID ARCTECT A
TREE PLANTING ON SL E -
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I /
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TREE PLANTING
A, aE aE6.oaxE11 "n6C 11 a T".THE u s` °s11„ oT THE AN116-ATEAID ARCTECT A
TREE PLANTING ON SL E -
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