HomeMy WebLinkAboutSDP201700036 Plan - Approved Initial Site Plan 2017-08-04V� i
INITIAL PLANS
BLOCK i
, Cy Dy Ey & F
APPROVALS
PLANNING/ZONING
ENGINEER
BUILDING OFFICIAL
ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAL
ACSA
VDOT
INITY MAP:
Sheet List Table
WATER LINE (EX. / PROP.)
—
BOUNDARY/ RIGHT-OF-WAY LINE
WVO WMO
1
COVER SHEET
2
GENERAL NOTES
3
_
EXISTING CONDITIONS
4
OVERALL PLAN
5
LAYOUT PLAN
6
GRADING, DRAINAGE & UTILITY PLAN
7
LANDSCAPE PLAN
8
SITE DETAILS
9
LANDSCAPE DETAILS
CO o
CLEANOUT 670
the All,e arle kiwoxl
STANDARDS AND SPECIFICATIONS:
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007,
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008.
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION,
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1-992.
4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION.
5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, LATEST EDITION.
6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE
CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF
ALBEMARLE, VIRGINIA, LATEST EDITION.
7. INTERNATIONAL CODE COUNCIL ^.N"ERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND
FACILITIES, DATED 2009.
8. VIRGINGIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011.
W
WATER LINE (EX. / PROP.)
—
BOUNDARY/ RIGHT-OF-WAY LINE
WVO WMO
WATER VALVE/ METER
I.F.
IRON PIN FOUND
FHA -05
FIRE HYDRANT
I.S.
IRON PIN SET
YH-&
YARD HYDRANT
SETBACK LINE
BOA ®
BLOW -OFF ASSEMBLY -----------------
EASEMENT LIMITS
SS
SANITARY SEWER LINE (EX./ PROP.) - --- - -- - -- - -
CENTERLINE
CO o
CLEANOUT 670
CONTOUR LINE (EX./ PROP.)
MH--
MANHOLE <-3:1--
E -2.500/u-
DEGREE/ DIRECTION OF SLOPE
—SD—
STORM LINE (EX./ PROP.)
479.70+
SPOT ELEVATION
DI F-'0_1
STORM INLET
HP
HIGH POINT
YD ®
YARD DRAIN
LP
LOW POINT
DS o
DOWNSPOUT
DITCH / SWALE
G
GAS LINE (EX. / PROP.)
WATER COURSE
GV® GMO
GAS VALVE/ METER
BM*
BENCHMARK
OHE
OVERHEAD ELECTRIC (EX. / PROP.)
CG -2
VDOT STD. HEADER CURB
UGE
UNDERGROUND ELECTRIC (EX. / PROP.)
CG -6
VDOT STD. CURB & GUTTER
PP)7
POWER POLE
CG -12
VDOT STD. HANDICAP RAMP
LP*
LIGHT POLE
HC
HANDICAP PARKING SYMBOL
DIP
DUCTILE IRON PIPE
GUY e
GUY WIRE
RCP
REINFORCED CONCRETE PIPE
EM =
ELECTRIC METER
CMP
CORRUGATED METAL PIPE
El
TRANSFORMER
PVC
POLYVINYLCHLORIDE PIPE
OHT
OVERHEAD COMMUNICATIONS (EX. / PROP.)
HDPE
HIGH-DENSITY POLYETHYLINE PIPE
UGT
UNDERGROUND COMMUNICATIONS (EX. / PROP.)
VC
VITRIFIED CLAY PIPE
PED ❑
UTILITY PEDESTAL
FFE
FINISHED FLOOR ELEVATION
SWM / DWM o
/�S3 SINGLE /DOUBLE WATER METER
TBR
TO BE REMOVED
TBT
TO BE TRANSPLANTED
GV p4
GATE VALVE
TBS
TO BE SAVED
BOA o
BLOW OFF ASSEMBLY
Alan Franklin PE, LL(
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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REVISIONS:
61"
05-30-171
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PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS
ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES
1.
ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED.
1.
WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE
_ ........ ,.
: AM (PE:R UNIT); PM (PER UNIT):'
UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE
5
RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
B
CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON
15%
3
.::.-=
210 .SINGLE-FAMILY DETACHED
THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
2.
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
8. 78 ..
... 1..111„
................ ............ ......
44
.... 1111. 1111.,.
421
AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL
2.
CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE
,. , _ . ... __::. . ...... _ .......... _:.,.: .1111....
U TOWNHOUSE / DUPLEX
230 CONDOMINI M /
UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
;..
0.44 0.52
REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD
..
4.84
.. .....-......... ... ......... ............ ..11......11... ....
30
........1.111... .. ... 11....1.1. .................
176
CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN
3.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
19
UNDERGROUND FEATURES.
THE CASH CONTRIBUTIONS SHALL BE AT THE FOLLOWING RATES: THREE THOUSAND, FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
3.
THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE /
4.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJIECT DATA FOR MORE DETAILED DESCRIPTION.
615
ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN
BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND
DEVELOPMENT (THE "DIRECTOR"). IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME AND NATURE OF THE EXISTING USE OF
PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR SUCH APPLICABLE RESIDENTIAL DWELLING UNIT.
POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
IF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSES WITHIN TEN (10) YEARS FROM
WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES.
THE DATE OF THE ISSUANCE OF THE LAST RESIDENTIAL BUILDING PERMIT WITHIN RIVANNA VILLAGE, ALL UNEXPENDED FUNDS SHALL
ALL USERS, THE OWNER SHALL ESTABLISH A SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR AS PROVIDED
BE APPLIED TO ANY PUBLIC PROJECT OR PROGRAM SERVING THE VILLAGE OF RIVANNA.
HEREIN.
6.
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE
4.
THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON-SITE.
BEGINNING JANUARY 1, 2014, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL
CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
5.
UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE
7.
ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION
CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER
GRAVEL, AND OTHER SUBSTANCES BEING DEPOSITED ON GLENMORE WAY, AND TO ACCOMMODATE A CONSTRUCTION VEHICLE
1 IN THE PRECEDING CALENDAR YEAR AND THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR
OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE
8.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION
UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR.
CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT
OF THE LINE.
3. ROUTE 250 AND EASTERN ENTRANCE IMPROVEMENTS: TO MITIGATE TRAFFIC IMPACTS, THE OWNER SHALL EITHER CONSTRUCT
QF THE ENGINEER.
LEFT AND RIGHT TURN LANES ON ROUTE 250 AT THE EASTERN ENTRANCE TO THE PROPERTY OR BOND THESE IMPROVEMENTS PRIOR
SUBSTANCES FROM ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE BEFORE IT ENTERS ONTO GLENMORE WAY
6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED
ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES,
SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER
REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE.
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST
OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE
IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND
OMISSIONS BEFORE PROCEEDING WITH THE WORK.
8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND
THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE/ SHE IS
STORING ON-SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE
BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR
ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE
FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND
TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE
FOR THEFT, DAMAGE OR INJURY ON-SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE
OWNER OR ENGINEER.
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING
GRADING OF THE SITE..
10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO
NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE
SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND
RESTORATION OF SERVICE.
11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE
TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN
THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMIiTTED, THE CONTRACTOR SHALL OBTAIN
ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. ALL OTHERS SHARING
THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED
WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE
REQUIRED PRE -CONSTRUCTION CONFERENCE.
15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE
EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY.
16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE
STRUCTURE.
17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL
PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE
CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL
AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND.
18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS
2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL
SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT.
19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS :+SND
STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY
ENGINEER.
21. ALL CURBING SHALL BE VDOT STANDARD CG -2, CG -6, CG -3, OR CG -7 AS NOTED ON THE PLANS.
22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED
TO 16' WHERE A 2' OVERHANG iS POSSIBLE.
23. ALL OFF-SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIIDTH UNLESS OTHERWISE SPECIFIED.
24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18'
AND ADJACENT TO A 5' X 18' PAINT -OUT AISLE OR A 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL
25. LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30".
27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING
SPACES.
28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS
SHALL BE 12' WIDE.
29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN
ANY DIRECTION.
30. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING.
31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A
STONE BASE, WITH UNDERDRAINS (UD -4, ETC. IF REQUIRED) PER VDOTSTANDARDS.
32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND
SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT
STANDARD PB -1 BEDDING.
33. ALL PVC CONDUIT SHALL BE SCHEDULE 40.
34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER
TUBING.
35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM
36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL
SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE
APPROPRIATE.
37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN 2 INCH OF REQUIRED SUBGRADE
ELEVATIONS.
38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS.
39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS.
40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS.
41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED
CORRESPONDING ELEVATIONS.
OUT OF CO ON ACTIVITY AREAS. STOCK TO
42. ANY TRANSPLANTED STOCK TO BE STOCKED PILED ON SITE IN A LOCATION NSTRUCTI
TINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE
BE MULCHED IN AND ROU
COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED ATA SUITABLE TIME IN
ACCORDANCE WITH TYPICAL NURSERY PRACTICES.
ATED UN
DER PAVING HARDSCAPE SURFACES. CONTRACTOR TO VERIFY UANTITIES AND
D ITS SHALL BE LOC Q
43. ALL UTILITY CON U /
SIZES WITH ALL SERVICE PROVIDERS PRIOR T
0 I NSTAL
CATION AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED
A K F CURB OR
- E AND ENTEND C ND ITS PAST B C 0
IT WITH PULL WIR S O U
LL NDU S
R T INSTALL A CO
TOG
ETHER. CONTRALTO 0
SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE.
44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) STANDARDS.
D A HALL BE MAINTAINED BY THE ONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE
9. AS BUILT CONSTRUCTION AT S C
PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED
SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING
ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF
3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE
CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE
START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE
CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE
COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE
MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A
BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE
FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN
WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS
REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL,
AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
CG -9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
STANDARD PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL
PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT
FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL_
AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR
CONTRACTOR WHEN, IN THE 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 TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL
TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE
TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO
CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
WAIVERS (ZMA 2013-00012) APPROVED BY BOS 07/09/14:
1. SECTION 4.6.3.X. -- LOTS, YARDS, ADJACENT TO STREETS, ALLEYS AND SHARED DRIVEWAYS
2. SECTION 4.11.1 -- COVERED PORCHES
3. SECTION 4.11.1 AND 4.11.2 -- STRUCTURES IN REQUIRED YARDS AND ACCESSORY STRUCTURES
4. SECTION 4.12.9 STREET AND ALLEY PARKING
5. SECTION 4.12.13 -- LOADING AREAS. THIS WAS APPROVED FOR BLOCK E IN THE 2007 REZONING, WHICH IS NOW IDENTIFIED IN THE 2013
REZONING AS BLOCK D.
6. SECTION 4.12.4 -- PARKING AREAS. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D
7. SECTION 4.12.6 -- MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D.
8. SECTION 4.15.5.3 --ALLOWS FOR SIGNS IN THE PUBLIC RIGHT OF WAY.
9. SECTION 4.15.11 --SETBACK REQUIREMENTS FOR SIGNS IN NMD ZONING DISTRICTS.
10. SECTION 4,16 -- RECREATIONAL AREA REGULATIONS
11. SECTION 4.17.4(6) -- LIGHTING STANDARDS.
12. SECTION 14-233 - PRIVATE STREETS
13. SECTION 14-409D -- COORDINATION AND EXTENSION OF STREETS.
14. SECTION 14-422 -- SIDEWALKS AND PLANTING STRIPS
15. SECTION 4.16.2 -- MINIMUM RECREATIONAL FACILITIES
E TI MATES.
TRIP EN ERATION S
G
CODE :LAND USE
°: AVG. WEEKDAY TRIPS
€ ADIJ. STREET PEAKS ;SATURDAY::
SUNDAY:;
,...... ...... ..,, . .. _ .. 11,,1,1. _..
:
_1 ...1111.. ..........
(PER UNIT)
_ ........ ,.
: AM (PE:R UNIT); PM (PER UNIT):'
15%
5
5 *
B
17
15%
3
.::.-=
210 .SINGLE-FAMILY DETACHED
._.:.:.: ....
9.57
.....:..... ....1:11 .. 1111..
.:1:1 0.75 1.01
_::.:::. :.:....I
10.1
8. 78 ..
... 1..111„
................ ............ ......
44
.... 1111. 1111.,.
421
..- __1111. ,.
3�3 44 "
444
386
,. , _ . ... __::. . ...... _ .......... _:.,.: .1111....
U TOWNHOUSE / DUPLEX
230 CONDOMINI M /
... .. 11.11...,
5.86
;..
0.44 0.52
.
5.67
..
4.84
.. .....-......... ... ......... ............ ..11......11... ....
30
........1.111... .. ... 11....1.1. .................
176
.. ..1111.. ... 1:.11.1
13 16
....
170
145
19
THE INTERSECTION OF GLENMORE WAY AND THE CONSTRUCTION ENTRANCE TO BE ESTABLISHED AT MAIN STREET, AS DEPICTED ON
THE CASH CONTRIBUTIONS SHALL BE AT THE FOLLOWING RATES: THREE THOUSAND, FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH
THE APPLICATION PLAN, WHILE THE PROPERTY IS BEING DEVELOPED. THE CTM PLAN SHALL INCLUDE THE FOLLOWING ELEMENTS:
SINGLE FAMILY DETACHED UNIT, THREE THOUSAND DOLLARS ($3,000.00) FOR EACH TOWNHOUSE UNIT OR OTHER SINGLE FAMILY
:TRIPS GENERATED
597
4.6 60
615
532
AFFORDABLE UNIT TABULATION
NEIGHBORHOOD
BLOCK
PROPOSED
UNITS
AFFORDABLE
REQUIRED
AFFORDABLE
UNITS REQ.
RUNNING
TOT4
A
31
15%
5
5 *
B
17
15%
3
8 *
C
44
15%
7
15*
D
8
15%
1
16*
E
13
15%
2
18
F
6
15%
1
19
*DEVELOPER TO PROVIDE CASH IN LIEU OF BUILDING AFFORDABLE UNITS.
1. COMMUNITY DEVELOPMENT AUTHORITY PARTICIPATION: TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL,
C. CASH IN -LIEU OF AFFORDABLE UNITS. NOTHING HEREIN SHALL BE CONSTRUED TO PROHIBIT THE OWNER FROM
UPON REQUEST BY THE COUNTY (SUCH REQUEST TO BE MADE BY THE COUNTY WITHIN 90 DAYS OF ZMA APPROVAL), PETITION FOR
PROVIDING CASH TO THE COUNTY FOR AFFORDABLE HOUSING INITIATIVES IN LIEU OF CONSTRUCTING ALL OR SOME OF THE
AND CONSENT TO ANY LOT OR UNIT (AS THE CASE MAY BE) DESIGNATED ON THE APPLICATION PLAN FOR NON-RESIDENTIAL USES TO
AFFORDABLE HOUSING UNITS WITHIN THE PROJECT THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING
PARTICIPATE IN A COMMUNITY DEVELOPMENT AUTHORITY ("CDA") ESTABLISHED PURSUANT TO SECTION 15.2-5152, ET SEQ. OF THE
REQUIREMENT. IN THE EVENT THAT THE OWNER ELECTS IN ITS DISCRETION TO PROVIDE CASH TO THE COUNTY AS AN ALTERNATIVE
CODE OF VIRGINIA ("CODE").
TO CONSTRUCTING ONE OR MORE OF THE AFFORDABLE DWELLING UNITS THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE
:
HOUSING REQUIREMENT, THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY-ONE THOUSAND, ONE
THE CDA, IF CREATED, WILL BE CREATED FOR THE PURPOSE OF IMPLEMENTING TRANSPORTATION IMPROVEMENTS LOCATED ALONG
HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF CONSTRUCTING EACH SUCH REQUIRED AFFORDABLE DWELLING UNIT. SUCH
ROUTE 250 EAST BETWEEN THE PROPERTY AND THE INTERSTATE 64 INTERCHANGE TO THE WEST. IN THE EVENT THAT A LOT OR
PAYMENT SHALL BE MADE AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF
BUILDING, AS DESIGNATED IN THE FINAL AND APPROVED APPLICATION PLAN, CONTAINS BOTH RESIDENTIAL AND NON-RESIDENTIAL
OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF CONSTRUCTING AFFORDABLE HOUSING IS MADE. ANY UNIT FOR
UNITS, ONLY THE NON-RESIDENTIAL UNITS SHALL PARTICIPATE IN THE CDA.
WHICH SUCH CONTRIBUTION IS MADE TO THE COUNTY SHALL COUNT AS AN AFFORDABLE DWELLING UNIT FOR PURPOSES OF THIS
PARAGRAPH 9 AND ALSO FOR PURPOSES OF PARAGRAPH 2.
2. CASH PROFFER FOR CAPITAL IMPROVEMENTS: IN ORDER TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL
CONTRIBUTE CASH FOR EACH MARKET RATE RESIDENTIAL UNIT CONSTRUCTED WITHIN THE PROPERTY TO ALBEMARLE COUNTY FOR
10. CONSTRUCTION TRAFFIC MANAGEMENT PLAN. PRIOR TO, OR IN CONJUNCTION WITH, SUBMITTING THE FIRST INITIAL SITE PLAN,
THE STATED PURPOSE OF EITHER FUNDING TRAFFIC IMPROVEMENT PROJECTS WITHIN OR IMMEDIATELY ADJACENT TO THE VILLAGE
EROSION AND SEDIMENT CONTROL PLAN, GRADING PLAN, PRELIMINARY SUBDIVISION PLAT OR, IF A PRELIMINARY SUBDIVISION PLAT IS
OF RIVANNA AS IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM OR SCHOOL PROJECTS AT STONE-ROBINSON
NOT SUBMITTED, THE FIRST FINAL SUBDIVISION PLAT, THE OWNER SHALL SUBMIT A CONSTRUCTION TRAFFIC MANAGEMENT PLAN (THE
ELEMENTARY SCHOOL, BURLEY MIDDLE SCHOOL, AND MONTICELLO HIGH SCHOOL AS IDENTIFIED IN THE COUNTY SCHOOL'S CAPITAL
"CTM PLAN"). THE PURPOSE OF THE CTM PLAN SHALL BE TO MINIMIZE CONFLICTS BETWEEN CONSTRUCTION VEHICLES RELATED TO
IMPROVEMENTS PROGRAM.
DEVELOPING THE PROPERTY AND PEDESTRIANS, CYCLISTS, EQUESTRIAN RIDERS, AND MOTOR VEHICLES ON GLENMORE WAY AND AT
27.812
THE INTERSECTION OF GLENMORE WAY AND THE CONSTRUCTION ENTRANCE TO BE ESTABLISHED AT MAIN STREET, AS DEPICTED ON
THE CASH CONTRIBUTIONS SHALL BE AT THE FOLLOWING RATES: THREE THOUSAND, FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH
THE APPLICATION PLAN, WHILE THE PROPERTY IS BEING DEVELOPED. THE CTM PLAN SHALL INCLUDE THE FOLLOWING ELEMENTS:
SINGLE FAMILY DETACHED UNIT, THREE THOUSAND DOLLARS ($3,000.00) FOR EACH TOWNHOUSE UNIT OR OTHER SINGLE FAMILY
ATTACHED UNIT, AND TWO THOUSAND, FIVE HUNDRED DOLLARS ($2,500.00) FOR EACH MULTIFAMILY UNIT. RESIDENTIAL UNITS PAYING
A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY FROM ROUTE 250 TO MAIN STREET. THE LOCATION, WIDTH AND
CASH IN LIEU OF AN AFFORDABLE DWELLING UNIT AS PROVIDED IN PARAGRAPH 9, AND OTHER AFFORDABLE DWELLING UNITS SHALL
DESIGN OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY'S DIRECTOR OF COMMUNITY
BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND
DEVELOPMENT (THE "DIRECTOR"). IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME AND NATURE OF THE EXISTING USE OF
PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR SUCH APPLICABLE RESIDENTIAL DWELLING UNIT.
GLENMORE WAY BETWEEN ROUTE 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND EQUESTRIAN RIDERS, THAT THE PATH
DEPICTED ON THE APPLICATION PLAN WITHIN THE 70 -FOOT WIDE BUFFER MAY SERVE AS THE SHARED USE PATH, BUT THAT PATH IS
IF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSES WITHIN TEN (10) YEARS FROM
<,
LATER DETERMINED PRIOR TO THE END OF THE TERM OF THE CTM PLAN AS E<>
( TABLISHED THEREIN) TO BE INADEQUATE TO SERVE
THE DATE OF THE ISSUANCE OF THE LAST RESIDENTIAL BUILDING PERMIT WITHIN RIVANNA VILLAGE, ALL UNEXPENDED FUNDS SHALL
ALL USERS, THE OWNER SHALL ESTABLISH A SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR AS PROVIDED
BE APPLIED TO ANY PUBLIC PROJECT OR PROGRAM SERVING THE VILLAGE OF RIVANNA.
HEREIN.
ANNUAL ADJUSTMENT OF CASH PROFFERS.
B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF
TRANSPORTATION ("VDOT"), INSTALL SUCH SIGNAGE AS DETERMINED TO BE NECESSARY BY THE DIRECTOR.
BEGINNING JANUARY 1, 2014, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL
PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE MARSHALL AND SWIFT BUILDING COST
C. ESTABLISH AN ASPHALT -PAVED CONSTRUCTION ENTRANCE TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET
INDEX ("MSI"). IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY
INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE
ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH
SUFFICIENT TO ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE PROPERTY, TO REDUCE DUST, SOIL, SAND, MUD,
CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER
GRAVEL, AND OTHER SUBSTANCES BEING DEPOSITED ON GLENMORE WAY, AND TO ACCOMMODATE A CONSTRUCTION VEHICLE
1 IN THE PRECEDING CALENDAR YEAR AND THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR
WASH -DOWN AREA. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE
PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE
SUBJECT TO APPROVAL BY THE DIRECTOR.
UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR.
D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE.
3. ROUTE 250 AND EASTERN ENTRANCE IMPROVEMENTS: TO MITIGATE TRAFFIC IMPACTS, THE OWNER SHALL EITHER CONSTRUCT
THE WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER
LEFT AND RIGHT TURN LANES ON ROUTE 250 AT THE EASTERN ENTRANCE TO THE PROPERTY OR BOND THESE IMPROVEMENTS PRIOR
SUBSTANCES FROM ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE BEFORE IT ENTERS ONTO GLENMORE WAY
TO APPROVAL OF THE FIRST SITE PLAN OR SUBDIVISION PLAT FOR THE DEVELOPMENT.
FROM THE PROPERTY. THE WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR.
THE OWNER SHALL INSTALL THE TRAFFIC SIGNALIZATION REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT") AT
E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE
THE INTERSECTION OF ROUTE 250 FOR THE EASTERN ENTRANCE TO THE PROPERTY AT SUCH POINT IN TIME THAT VDOT TRAFFIC
AT ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING
SIGNALIZATION WARRANTS ARE MET AND VDOT REQUESTS THE INSTALLATION OF SUCH SIGNAL, PROVIDED THAT SUCH REQUEST
AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE
FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH' FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE
WAY.
DEEMED TO BE THE LATER OF (I) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL
RESIDENTIAL LOTS IN THE FINAL BLOCK PERMITTING RESIDENTIAL LOTS OR (I[) THE DATE OF FINAL SITE PLAN APPROVAL FOR THE
F. CLEAN THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE EVERY EVENING OF
FINAL UNDEVELOPED BLOCK WITHIN THE PROPERTY.
EACH DAY DURING WHICH CONSTRUCTION ACTIVITY OCCURS ON THE PROPERTY, IF NECESSARY, TO REMOVE ANY SOIL, SAND, MUD,
GRAVEL OR OTHER SUBSTANCES FROM THE ROAD.
4. INTENTIONALLY OMITTED.
G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION
5. CONSTRUCTION OF STEAMER DRIVE IMPROVEMENTS: THE OWNER'S OBLIGATION TO CONSTRUCT THE IMPROVEMENTS ON TMP
ACTIVITY FOR THE UPCOMING WEEK.
093A1-00-00-00200, INCLUDING THE SIDEWALK AND PEDESTRIAN PATHWAY SHOWN WITHIN SUCH PARCEL ON THE APPLICATION PLAN,
SHALL BE DEEMED SATISFIED WHEN CONSTRUCTION IS COMPLETE OR [F THE OWNERS OF TMP 093A1-00-00-00200 DO NOT GRANT THE
THE OWNER SHALL OBTAIN APPROVAL OF THE CTM PLAN BY THE DIRECTOR BEFORE THE COUNTY APPROVES ANY GRADING PERMIT
REQUIRED EASEMENTS OR OTHER INTERESTS IN THE LAND SO AS TO PERMIT THE CONSTRUCTION AND MAINTENANCE OF SUCH
FOR THE PROPERTY, AND SHALL SATISFY AND THEREAFTER CONTINUE TO SATISFY ANY APPLICABLE REQUIREMENT OF THE CTM PLAN
IMPROVEMENTS PRIOR TO COUNTY APPROVAL OF THE FINAL SITE PLAN OR SUIBDIVISION PLAT FOR THE LANDS IMMEDIATELY
BEFORE THE FIRST CONSTRUCTION VEHICLE ENTERS THE PROPERTY, EXCEPT AS NECESSARY TO SATISFY A REQUIREMENT OF THE
ADJACENT TO THESE IMPROVEMENTS. FAILURE OF THE OWNERS OF TMP 093A1-00-00-00200 TO GRANT THE REQUIRED EASEMENTS
CTM PLAN ITSELF, SUCH AS ESTABLISHING THE MAIN STREET CONSTRUCTION ENTRANCE, UNTIL AN ENDING DATE OR EVENT AS
SHALL NOT RELIEVE THE OWNER OF THE OBLIGATION TO PROVIDE STORMWATER MANAGEMENT FOR BLOCKS A AND H AND, IF THE
PROVIDED IN THE CTM PLAN. ANY APPROVAL OF THE DIRECTOR REQUIRED BY THIS PROFFER SHALL BE MADE ONLY AFTER
REQUIRED EASEMENTS ARE NOT PROVIDED, ALTERNATIVE STORMWATER MANAGEMENT (TO BE CONSISTENT WITH THE STORMWATER
CONSULTATION WITH THE OWNER, THE COUNTY ENGINEER AND VDOT. THE TERM "CONSTRUCTION VEHICLE" INCLUDES, BUT IS NOT
REQUIREMENTS FOR THE OVERALL PROJECT) WILL BE PROVIDED WHICH DOES NOT COMPROMISE THE DESIGN OF BLOCKS A AND H.
LIMITED TO, ANY TRACTOR TRUCK, TRACTOR TRUCK/SEMITRAILER COMBINATION, TRACTOR TRUCK/TRAILER COMBINATION, DUMP
TRUCK, CONCRETE MIXER TRUCK, LAND MOVER, BULLDOZER, FRONT-END LOADER, GRADER, PACKER, POWER SHOVEL, OR CRANE,
6. CONSTRUCTION AND DEDICATION OF PARKS AND RECREATION IMPROVEMENTS: TO MITIGATE IMPACTS ON EXISTING PUBLIC
BUT DOES NOT INCLUDE ANY PASSENGER CAR, PASSENGER TRUCK (SUCH AS A PICK-UP TRUCK), OR MOTORCYCLE.
FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE COUNTY, ENGINEER, CONSTRUCT, AND DEDICATE IN FEE
SIMPLE TO THE COUNTY A PARK COMPRISED OF APPROXIMATELY 18.4 ACRES LOCATED IN BLOCK J AND PARK IMPROVEMENTS TO BE
IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 250 AT BUTTERFIELD LANE AS SHOWN ON THE APPLICATION
LOCATED IN BLOCK J (THE "COMMUNITY PARK"). THE IMPROVEMENTS TO BE CONSTRUCTED IN BLOCK J ARE SET FORTH IN THE CODE
PLAN, OR ANY OTHER LOCATION, FOR CONSTRUCTION VEHICLE USE, THEN ALL CONSTRUCTION TRAFFIC FOR THE PROJECT SHALL
OF DEVELOPMENT (THE "PARK IMPROVEMENTS"). THE PARK IMPROVEMENTS SHALL BE BUILT OR BONDED PRIOR TO THE ISSUANCE OF
THEREAFTER USE THAT ENTRANCE FOR ENTERING AND EXITING THE PROPERTY INSTEAD OF GLENMORE WAY, AND THE CTM PLAN
THE CERTIFICATE OF OCCUPANCY FOR THE 137TH RESIDENTIAL UNIT WITHIN T'HE PROPERTY.
SHALL AUTOMATICALLY TERMINATE. NOTWITHSTANDING THE FOREGOING SENTENCE TO THE CONTRARY, IF BLOCK A AS SHOWN ON
THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VDOT ISSUES SUCH AN ENTRANCE PERMIT FOR
THE OWNER SHALL DEDICATE THE COMMUNITY PARK TO THE COUNTY UPON COMPLETION OF THE PARK IMPROVEMENTS OR EARLIER
CONSTRUCTION VEHICLE USE, THEN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK A MAY NEVERTHELESS
UPON REQUEST OF THE COUNTY. IF DEDICATED PRIOR TO COMPLETION OF THE REQUIRED PARK IMPROVEMENTS, THE
CONTINUE TO USE GLENMORE WAY, AND THE APPLICABLE PROVISIONS OF THE CTM PLAN SHALL REMAIN IN EFFECT WITH REGARD TO
RESPONSIBILITY FOR IMPLEMENTATION OF THIS PROFFER SHALL RUN WITH THE RESIDUE OF THE PROPERTY. THE OWNER AND THE
SUCH CONSTRUCTION VEHICLE USE UNTIL THE COMPLETION OF BLOCK A.
COUNTY ACKNOWLEDGE THAT THE COUNTY MAY ASSUME RESPONSIBILITY FOIR MAINTENANCE FOR COMPLETED PORTIONS OF THE
COMMUNITY PARK PRIOR TO DEDICATION. THE OWNER AND THE COUNTY FURTHER ACKNOWLEDGE THAT THE OWNER PROFFERS THE
PROJECT DATA.
COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL, WHEREBY PROFFER
_
NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED.
DEVELOPER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510, 757-282-1020
TO FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE
CONTACT: TIM CULPEPPER
COUNTY, ENGINEER, CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING
APPROXIMATELY 13.26 ACRES IN THE AGGREGATE AS SHOWN ON THE APPLICATION PLAN (THE "LINEAR PARK AREAS"). THE OWNER
PROPERTY OWNER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510, 757-282-1020
SHALL DEDICATE INDIVIDUAL PORTIONS OF THE LINEAR PARK AREAS UPON THE COMPLETION OF SUCH AREAS AS THEY ARE
CONTACT: TIM CULPEPPER
CONSTRUCTED AS PART OF THE IMPROVEMENTS WITHIN THE BLOCK WITHIN WHICH THE AREAS ARE LOCATED, OR LATER AS MAY BE
REQUIRED BY THE COUNTY.
TAX MAP / PARCEL #: 93A1-3, 93A1-4
IF THE LAND TO BE DEDICATED TO THE COUNTY FOR EITHER THE COMMUNITY PARK OR THE LINEAR PARK AREAS IS NOT DEDICATED
PROPERTY ADDRESS: 3500 STEAMER DRIVE
AS PART OF A SITE PLAN OR SUBDIVISION PLAT, THE OWNER SHALL PAY THE COSTS OF SURVEYING THE LAND AND PREPARING THE
DEEDS OF DEDICATION, THE OWNER SHALL CONSTRUCT THE TRAILS THROUGH THE LINEAR PARK AREAS WITHIN TWELVE (12)
PROPERTY SIZE: BLOCKS B, C, D, E, & F = 18.193 ACRES
MONTHS AFTER THE APPROVAL BY THE COUNTY OF THE FIRST SUBDIVISION PLAT OR SITE PLAN APPLICABLE TO ANY PORTION OF A
BLOCK WITHIN WITH THE TRAILS ARE LOCATED.
ZONING: NMD (AS OF 07-09-14 -ZMA #2013-0012)
7. ROUTE 250 LANDSCAPE BUFFER AND RIGHT OF WAY DEDICATION: TO ESTABLISH A LANDSCAPED BUFFER ALONG THE ROUTE
MAGISTERIAL: SCOTTSVILLE
250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A
COMPREHENSIVE PLAN: TOWN/VILLAGE CENTER
MINIMUM SEVENTY (70) FOOT RESERVATION ZONE (THE "RESERVATION ZONE" AND THIRTY (30) FOOT LANDSCAPE BUFFER ALONG
ROUTE 250 (THE "LANDSCAPE BUFFER") AS SHOWN ON THE APPLICATION PLAN„ THE USE AND MAINTENANCE OF WHICH IS DESCRIBED
_
PERMITTED DENSITY: MAX. 400 UNITS ® 4 DU / AC
IN THE CODE OF DEVELOPMENT. THE RESERVATION ZONE AND LANDSCAPE BUFFER SHALL BE RESERVED FOR PUBLIC USE AND
DEDICATED UPON THE REQUEST OF THE COUNTY, SUBJECT TO THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION
PROPOSED # OF UNITS: 74 UNITS - BLOCKS A - F RESULTING DENSITY = 105 UNITS/27.812 AC = 3.78 DU/AC
OF THE RESERVATION ZONE AND THE LANDSCAPE BUFFER, THE OWNER SHALL MAINTAIN THE EXISTING VEGETATION WITHIN THE
RESERVATION ZONE AND LANDSCAPE BUFFER SUBJECT TO THE FOLLOWING CIONDITIONS: (A) THE OWNER RETAINS THE RIGHT TO
DRINKING WATER NONE
REMOVE TREES AND UNDERGROWTH WHERE NECESSARY TO MAINTAIN A GROOMED EDGE IN THE RESERVATION ZONE; (B) THE
WATERSHED:
TERMS OF THE CODE OF DEVELOPMENT OF THIS PROFFER STATEMENT; (C) AN'Y REQUIREMENTS OF THE COUNTY ARCHITECTURAL
REVIEW BOARD; AND (D) ANY DISTURBANCE REQUIRED AS PART OF ANY IMPROVEMENTS BEING MADE TO ROUTE 250 OR
PROFFERS: SEE "PROFFERS" ON THIS SHEET FOR DETAILS
CONSTRUCTION OF THE ENTRANCE TO THE PROJECT FROM ROUTE 250. UTILITIES ALLOWED IN THE RESERVATION ZONE AND
RIVANNA VILLAGE AMENDED AND RESTATED CODE OF DEVELOPMENT DATED JUNE 9, 2014
LANDSCAPE BUFFER ARE LIMITED TO THOSE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT (OR DESIGNEE) THAT DO
NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING REQUIREMENTS. STANDARDS FOR LANDSCAPING WITHIN
WAIVER / VARIANCE SEE "APPROVED WAIVERS" ON THIS SHEET
THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE
REQUESTS: CODE OF DEVELOPMENT VARIATIiON REQUEST FOR 5' SIDE ALLEY SETBACK AND 5' REAR SETB
DEVELOPMENT IS SUBJECT TO ARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECT TO ARB REVIEW, AND
SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOONER, iF DESIRED BY THE OWNER). NOTHING
SURVEY SOURCES: BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205
HEREIN SHALL PRECLUDE THE OWNER OR DESIGNEE FROM ADDING LANDSCAPING TO THE LANDSCAPE BUFFER PRIOR TO THE
TOPOGRAHPHIC SURVEY: LOUISA AERIAL SURVEYS, 2008 (540) 967-1499
WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE PROJECT FROM ROUTE 250 AS NEEDED IN THE
FIELD VERIFIED BY ROUDABUSH, GALE & ASSOCIATES IN 2014
OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANVDSCAPING THEREIN SHALL BE MAINTAINED BY THE
HOMEOWNERS' ASSOCIATION OF RIVANNA VILLAGE.
DATUM: VERTICAL: NAVD88
HORIZONTAL: NAD83
AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION IMPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE
OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATIOIN ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY
BENCHMARK: VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250
THE COUNTY TO NO LONGER DO SO; PROVIDED, HOWEVER, DURING THE PERIOD OF OWNER MAINTENANCE, THE OWNER SHALL ENJOY
N 3,890,142
THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE BIUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE,
E 11,520,058
SIGNAGE, UTILITIES AND/OR OTHER PURPOSES DESCRIBED IN THE CODE OF DEVELOPMENT. UPON BEING REQUESTED BY THE
ELEV. 416.195
COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCIAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF
THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTENT REQUESTED BY THE COUNTY, ALL IMPROVEMENTS
100 -YEAR FLOOD INFO: NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN PER
CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE: AND LANDSCAPE BUFFER.
FEMA MAPS 51003CO295D, 02/04/2005 AND 51003C0325D, 02/04/2005
8. LANDSCAPE BUFFER ALONG GLENMORE WAY: TO MITIGATE IMPACTS TO GLENMORE WAY, THE OWNER SHALL PROVIDE A
SETBACKS: 10' FRONT SETBACK
MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY AS SHOWN ON THE APPLICATION PLAN AND REGULATED
10' REAR SETBACK - VARIATION REQUEST FOR 5' PENDING
BY THE CODE OF DEVELOPMENT.
5' SIDE SETBACK (15' W/ SIDE ALLEY) - VARIATION REQUEST FOR S PENDING
9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL
RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF FOR -SALE AND/OR FOR -RENT UNITS, SUBJECT ALWAYS TO
MAX. NUMBER OF NOT APPLICABLE WITH THIS PHASE
THE TERMS AND CONDITIONS CONTAINED HEREIN (THE "AFFORDABLE HOUSING REQUIREMENT"). A SITE PLAN OR SUBDIVISION PLAT
EMPLOYEES:
SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PARAGRAPH 9,
INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN. THE OWNER SHALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE
MAXIMUM BLDG. HEIGHT: 50' ALLOWABLE
AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCKS WHERE THE AFFORDABLE UNITS WILL BE LOCATED. THE
PARKING REQUIREMENTS:
SUBSEQUENT OWNER/BUILDER SHALL CREATE UNITS AFFORDABLE TO HOUSEHOLDS WITH INCOMES LESS THAN EIGHTY PERCENT
(80%) OF THE AREA MEDIAN INCOME SUCH THAT HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND
ION -LOT GUEST
HOMEOWNERS INSURANCE ("PITI") DO NOT EXCEED THIRTY PERCENT (30%) OF THE GROSS HOUSEHOLD INCOME.
PARKING PARKING PARKING
RESIDENTIAL UNIT TYPE QTY REQUIRED PROVIDED REQUIRED NOTES
A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE
SINGLE-FAMILY DETACHED (2.25 SPACES/UNIT) 17 38 38 0 Guest parking accomodated on -lot
ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS
W12 -CAR GARAGE&2-CAR PARKING APRON
DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE
NINETY (90) -DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE: THEN -CURRENT OWNER/BUILDER THAT THE UNIT(S)
SINGLE-FAMILY DETACHED (2.25 SPACES/UNIT) 27 61 54 7 Guest parking accomodated on -street*
WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE
W/ 2 -CAR GARAGE & NO PARKING APRON
CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR [ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED
TOWNHOUSE W/O GARAGE (2.25 SPACES/UNIT)
PURCHASER DURING THE NINETY (90) -DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE
CONGREGATE PARKING 24 54 48 8 Guest parking accomodated on -street*
UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). THIS PARAGRAPH SHALL APPLY ONLY TO
TOWNHOUSE W/ GARAGE (2.25 SPACES/UNIT)
THE FIRST SALE OF EACH OF THE FOR -SALE AFFORDABLE UNITS.
WITH 1 -CAR GARAGE & 1 -CAR PARKING APRON 6 14 12 2 Guest parking accomodated on -street*
g. FOR -RENT AFFORDABLE UNITS.
TOTAL: 74 167 152 17
*A roximatel 50 uest arkin s aces available on adjacent streets throu hout nei hborhood in roximit to units needin uest s aces
pp Y g P g p 1 9 9 P Y 9 g p
(1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR-RENTAFFO)RDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT
PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS, LINEAR PARK WITH TRAILS
AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR,
SEE PLANS FOR DETAILS.
THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSE OF
THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE
AREA STATISTICS:
REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN
...
"" ""
LAND -USE FOR BLOCKS B -F AC % CUMMULATIVE LAND USE FOR BLOCKS A -F AC
THIS PARAGRAPH 9B SHALL APPLY FOR A PERIOD OF FIVE (5) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS
'
ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTIL THIE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS
:RIGHT OF -WAY 4.049 22% RIGHT-OF-WAY 5.162 19%
;_1.111,_ ,._ .:
ME ADMINI TRATI N R
TH RITY FARMERS HO S O O
ALIFYIN AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AU O
QU G
:..................... ......... ... .................1111.
.
BLOCK B -F LOTS 9 579 53% B -F LOTS 13.665 . 49%
„
HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE AFFORDABLE TERM ).
.BLOCK
.. ,- < -, ,. • --
0 0
:AMENITY SPACE 4.565 25/0 :AME I S
N TY PACE 8 985 32 /o
(2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE
T I SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN
AFF RDABLE TERM HALL CONTAIN LANGUAGE RECITING THAT SUCH UNI S
0 S
0 o
:TOTAL BLOCKS B -F ACREAGE 18.193 100% :CUMMULATIVE BLOCKS A -F ACREAGE: :27.812 ' 100%
IT R ANY PART THEREOF DURING
ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR RENT AFFORDABLE UN , 0
_.:::. ., ...
`" """` """"
1111... 1111... __....: ,
_:.
L
THE,AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF 7HE RESTRI CTIONS AND CONTRO S ESTABLISHED
......:.. .. ...: .; ......: .:... .......::::
0 0 ,
SITE IMPERVIOUS AREAS 6.641 i 37/0 :CUMMULATIVE SITE IMPERVIOUS AREAS 9.083 33 /o ::
Y FOR -RENT AFFO DABLE
BY S GR PH 9B. AT EAST THIRTY 30 DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN AN R
TH I PARA A L O
;.
...,,..:.: _1111:::
- Y IN WRITIN F THE NVEYAN E
B E H HEN REN INNER T1FY THE UNT G O CO C
NIT D RIN THE AFF RDA LET RMT E T CUR T O SHALL N CO
U U G O O
0 0
GREEN SPACE 4.235 23 :CUM L TIVE G
/o MU A REEN SPACE 8 .315 :: 3_
AND PROVIDE THE NAME ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE AND STATE THAT THE REQUIREMENTS OF
.. _.
NOTES: <,....
THIS PARAGRAPH 9B HAVE BEEN SATISFIED.
...... .11,11. 1111..,: ........:... ....::::. 1,::1:11 ,,:.
THE MINIMUM REQUIRED AMENITY SPACE IS 25%
.... __. . _ _... 1111..... ...... .
THE MINIMUM REQUIRED GREEN SPACE IS 25%° :
L RATE .DURING THE AFFORDABLE TERM WITHIN THIRTY 30 DAYS OF EACH RENTAL OR LEASE TERM
(3) REPORTING RENTA S ( )
-~ : ........ .., 1111.,,.....
GREEN SPACE IS AMENITY SPACE MINUS IMPERVIOUS AREA IN AMENITY SPACE
_
FOR EACH FOR -RENT AFFORDABLE UNIT, THEN THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING
-- .-...... -•- -.. - .. - • -1111,.,, -1111 --- -- -•••-• -111.1. -_....,
OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH
IMPERVIOUS AREAS INCLUDE ROADS, DRIVEWAYS CURB CUTS SIDEWALKS, BLDGS, &TRAILS
......1..11.1. ...... ....... ... ... ..... ....... 1.11...1 ........ ....... ............ ... .......... . .111.1 .. ......... . .
UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION, DURING THE AFFORDABLE TERM, THE THEN -CURRENT
AMENITY & GREEN SPACE:
OWNER SHALL PROVIDE THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA
...
PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE.
_1111.
- . .,.
BLOCKS B -F ONLY AC % 'CUMMULATIVE FOR BLOCKS A -F AC %
'AMENITY SPACE
4.049
22%
, AMENITY SPACE
8.985
32%
�MINU$ 1111,.. . ....
�::::: .........:: 1111.::::::.
..
---g:-- 1111.. :.::,
.. .., 11
::MINUS -1111--.. __... 1111.- ---1111...
:
.............._.....:... .. ............ ..
IMP. AREA WITHIN AMENITY SPACE
...
- 0.330
..........
2%
1111... .......... ...... ......1111 1111.,.
. ... ...:
IMP. AREA WITHIN AMENITY SPACE
1111. 1111
0.580
,,,.,,,,,,;
2%
............................................................................................_......<..........................:..........................:;._...................................._.:.............................................................................................:..............__............;...................................
i EQUALS
': EQUALS :11
GREEN SPACE
3.719
20%
.. ..
GREEN SIPACE
8.405
30%
TOTAL BLOCKS B -F ACREAGE:
^ 18.193
100%
`CUMMULATIVE BLOCKS A -F ACREAGE:
27.812
100% ^
K
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
clan@alanfranklinpe.com
o,LTH OF f
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CO 17
� Lic. No. 35326 W
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ISSUED:
SCALE
REVISIONS:
SHEET
05-30-17
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Civil and Site Plan Engineering
7 ranberry Lane Crozet, VA 22932
- -55
alan@alanfranklinpe.com
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�d Uc. No. 35326 �4
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ISSUED: 05-30-17
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REVISIONS:
SHEET
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7 ranberry Lane Crozet, VA 22932
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SHEET
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Alan Franklin PE, LLQ�
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434531-5544
alan@alanfranklinpe.com
,A,rTH OP p
Alan G. Franklin
Lic. No. 35326
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05-30-17
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SHEET
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
H OF k",
Alan G. Franklin
Lic. No. 35326
IN' A L
ISSUED: 05-30-17
SCALE: ill = 201
REVISIONS:
6110"1
Jan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
OF
Alma G. Franklin
Lc. No. 85326
10 NAL
ISSUED: 05-30-17
SCALE: ill = 20'
REVISIONS:
SHEET
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TREE CANOPY (REQUIRED BY ZONING):
A. REQUIRED:
Acres
Site Acreage:
18.193
Farmland Credit:
0.000
Recreational Credit:
0.000
Open Space Credit:
4.565 Public Land Credit: 0.000
School Recreational Areas Credit:
0.000
Open Space Amenity Credit:
0.000
Preservation Credit:
0.000
Agent Approved Credit:
0.000
Basis for Canopy:
1.3.628
Al. Basis for Canopy
13.628
Min. Tree Canopy Requirement:
20%
(see Section 32.7.9.9.b)
..............................
AC
Total Required Canopy:
2.726
B. PROVIDED:
Acres
Preserved Area (Wooded):
2.344
Bonus Factor
1.25
Total: 2.930
C. BALANCE: Acres
Tree Canopy Required (Al): 2.726
Tree Canopy Preserved (B): 2.930
Additional Canopy Required: -0.204 (No additional canopy required)
Note:
If Additional Canopy Required is negative then NO additional tree canopy is required.
If Additional Canopy Required is positive then additional tree canopy is required
ADDITIONAL LANDSCAPE REQUIREMENTS:
Landscaping with a Parking Area (5% of Paved Area): 24,400 sf Parking Lots x 0.05 = 1,220 sf Canopy in Parking Area Required
Parking Lot Trees: 1 Tree/10 Parking Spaces = 48 Parking Spaces/10 = 5 Trees Required in Parking Areas
Street Trees: See Approved Phase 1 Road Plans - SUB 2015-119)
Screening: BMP SCREENING - SEE PLAN
ARB: N/A
PLANT SCHEDULE
.. .... .. ..
Qty.
I Symbol113otanicall
1Name
lCommon Name
Size Canopy/Unit
Species Canopy lComments
Trees
3
AA
Acer rubrum'Autumn Flame'
'Autumn Flame Maple
2" Cal. 397
1,191 Alternative/Mix- Acer rubrum'October Glory'
..........................................
4
.........
AR
... ............ ................. ...........................................................................................................
Acer rubrum'Red Sunset'
........... ........................................... ............ - ............ ...........
Red Sunset Maple
...........
2" Cal. 397
................ ......................... .................. ..........................................
1,588
...............
4
..............................
AC
.......... .............. .............. .........
'Acer saccharum'Commemoration'
.. ... ......... . . .... .... . .......... .. . ...... . ...... ... .... . .. ......... .
Commemoration Sugar Maple
............. .......... ........... ...... .......
2" Cal. 195
.................. ......................... - ..................................... - ........... - .......... - .......................... ........................................................................................... .............
780 ;Alternative/Mix -Acer saccharum' Flash Fire'
...........
................. ............
...... .......
....... ..... ................
.......... . ... . ........ . ........... . ................ ...........
.......... . ................ . ........... . . ........ ....... . ........ . ............ . ... . ........
. . . . ......
Canopy Provided
. ............................ . .................
........... ........ ........ - - ------
3,559 .. . .... . ... ......... .. .... ...............
....... . . .............. . . ......... .... ..... . . .... ......... . ............................. . . ...... . .
'Shrubs
10
1C
.................
I lex crenata 'Burford Nana'
.................. .........................
'Dwarf Burford Holly
................... ................
18" Cont. NA
.......... ............................... - ................................................................
NA
.......................................................... ............................ ........................... ....................... ...................
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
-x<V 11
01- ;11r
Alan G. Franklin
Lc. No. 35326
ONAL
ISSUED:
SCALE:
REVISIONS:
SHEET
05-30-17
1"=50'
-..-- - .................................................. ..........
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CC -12
GENERAL NOTES.
I- THE DETECTABLE WARN NO SHALL BEPROVIDED BY TRLNCATED-DOMES.. -
2.' DETECTABLE...WARNING. TO BE: CLASS A-3 CONCRETE (CLASS A-4 iF. PRECAST' 9`
WITH SLIP RESIMAN7:' INTEGRAL SLRFACE COVEPbMG THE FULL WIDTH.CF THE
I
RAMP (FLOOR 8Y 2--Fp0T N -LENGTH IN tHE' DIRECTION PEDESTRIAN - -`
TRAVEL, OTHER TYPES OF MATERIAL WITH THE
TRUNCATED DOME-.pE,TE
T#L--E
" TYPE
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
3. .SLOPING SIDES OF CURB RAMP MAY RE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR
FLOOR OR BY USING PERMISSIBLE CONSTRLCTIOIN .H)INT' WITH RE00RED:BARS, - -
4. IF RAMP FLOOR IS PRECAST; HOLES MUST HE PROVIDED: FOR DOWEL RAFTS 5D
THAT-AtAxNINC FLARED SIDES CAN DE CAST IN PLACE AFTER PLACEMENT OF Em MN
PRECAST :RAMP FLOOR. :PRECAST CONCRETE SHALL BE .CLASS A-4: -- xNo
-
' S. REQUIRED BARS ARE10 BE N0. 5 X 8" PLACED Y CENTER TO CENTER FLUNG - 72-1 MAX
DUTH SIRES OF THE RAMP FLOOR MIU`DEFPTH OF RAMP: FLOOR, U19MLW - - - -
CCNCRETE COVER IY,":
6. CURB- C CURB AND GUTTER SLOPE TRAAISI oms AOjAOENT TO CURB RAMPS TYPE 8
ARE- INCLuDEC IN PAYMENT FOR. CURB t CURD AND CUTTER, : : _ _ PARALLEL
7'.. CURB RAMPS PRE TO BE LOCATED A5 SHOWK CN THE PLANS OP. AS DIRECTED-
BY'THE -ENGINEER, THEY ARE TOBEPROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLEROUTE WITHIN THE RIGHT OF WAYY OF.. .A HIGHWAY FACILITY
CROSSES -A CURB REGARDLESS OFW ETHftCDKIS, EXISTINO PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDE57RM CROSSWALKS
T
AS. SHOWN ON PE.445-dR AS-CR£CT£D 13Y THE ENGINEER, AND SHOULD NOT i MAX
BE .LOCATED.. BEHIND VEHICLE12'
- STOP LINES. EXISTING LIGHT POLES. FIRE -�)AAX -
HYtxiP11TS, DROP INLETS BTG. ACCESS6LE ROUTES PROVIDE A CONTINUOU5 xx
UNOBSTRUCTED 5TARLE, FIRM .AND SLP' RESISTANT.. PA7H :CONNECTINiG ALL. - -- 5
-
ACCESSIBLE = 75 4r,A-FACILITY THAT CAN BE APPROACH ED.':ENTERED
AND USED 6; PEDESTRIANS,
s
B. RAMPS MAY BE PLACED ON RADIAL OR. TANGENTIAL EECTIDNS PROVIDEU- THAT AT :i: «2" HIGHER THAN
THE CURS OPENING 45 PLACER: WITHIN THE LIMITS. OF THE.: CROSSWALK AND, _ EDGE OF PAYEMENT
THAT Thr -SLOPE Al THE 'CONINECTION OF THE CURB. OPENING. IS ' - AT VC:K , SAME AS: TOP( OF GURR,
PERPENDICULAR TO .THE CUIR8; - - -
9, TYPICAL: CONCRBM SIDEWALK i$ A" THICK_ WHEN THE ENTRANCE RADIICANNOT TYPE C
ACCOMMODATE THE TURNING- REQUIREMENTS OF ANTICIPATED HEAVY TRUCK - PARXLE-L & PERPENDICULAR -
TRAFFIC. REFER TO STANROARD CG -13; COMMERCIAL EHTRANCF (HEAVY -- - -
TRUCK TRAFFIC) FOR CONCRETE DEPTH.
1D: WHEN CURD RAMPS PRE USED IN CONJUNCTION WITH A SHARE4 USE HATH,
THE MINIMUM WIDTH{ SHALL BE THE WIDTH OF THE SHARED USE PATH - -
11; WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CRGSsimos (DIAGONAL),
A 4'..'LANDING AREA SHALL BE PROVIDED TO MMIEUVER-A WHEELCHAIR -
INTO THE r eRDSS 44AL IS WITHOUT GOING INTO THE TRAVELWAT THIS 4- 4.°
LANDING:. AREA MAY INCLUDE 7HE GUTTER PAN. - ..TRUNCATED QOME as
12. ALL CASES WHERE CURD PAWS INTERSECT A RADIAL SECTION OF
CURD AT ENTRANCESORSTREET CCNNECTIONS : THE DETECTABLE'.-
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD o Q sa D D z
-MODIFIED: AS RECOMMENDED BY THE UMUFACTDRER'. TO MATCt'ITHE UAGY, OF CURB: - - __ O o D. D D 0 a: U a 0 D D'
LASIDING RUMP + Q 0 P Q' Q Q Q Q- Q Q Q' o -
!. � QQaoQia6oQQOaova �,
-
50:f -65z OF BASE DIAMETER
ABATABLE WARNINGI' YARIAf3LE FULL WIDTH OF RP.Mp F"LOOP..
AT BAC OT O12 BURR - - 4F
1 d"
IEE: NUTS '12. - SASE [AMMETER'' f- PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS' DETAIL RETAIL
\�, PDT CG -12r J��{I WARNING (� SPEDIFIGATION
ROAD AND BRIDGE STANDARDS .. DE ECTA'�•« LE SURFACE REFERENCE.
SHEET I OF 5. REVISION DATE (GENERfAL. NGTE:S] - - 105 203.05 -
im VIRGINIA DEPARTMENT OF TRANSPORTATION SD2
- - -
. .. .......................... ; Q.. a
o a0 LI
O _
0 v C Pd
PDc� a
0�
t LJ
1' TYP.
61'- 671' R.O.W. oll
5' ' 5' VARIES 136 - 42' 5'
lot
SIDEWALK 6' PLANTING STRIP I 6' PLANTING STRIP SIDEWALK
TYP. I TYP.
p I c
� I
I C
I
2°/D2% ° j ° 2% 2+%
--*-
2% i 2%
\ r: t\
LS d tea• �„' \ '.\ � \. \
\ _�'� "'�-.:�•��tea,
C:
. a .....
CONCRETE I
SIDEWALK, VDOT STD. PAVING SECTION
TYP
CG -6, TYP. PER VDOT STD.
O EAST RIVANNA AVE "t5`W STEAMER & GLENMORE WAY
TYPICAL SECTION
...................................................................................... i 'L v..
r. v....... .
0�7 0
d4 d U
I `✓'Q R �a
o
0�°°,
G A a0 nRO v o
� Ov 00
5
n
°10
1' 5' 6.5'
TYP. SIDEWALK6' PLANTING STRIP
TYP. 1 II I
CONCRETE --'
SIDEWALK, VDOT STD.
TyP• CG -6, TYP.
BO EAST RIVANNA AVE FROM STEAMER DRIVE TO END
61' %O.W.
(CURB TO CURB)
�OG N00 9P OI
Q O4 c
r
o° v flG
O a0
fT\>Q'I 4 °
V 0' a1 C E •` r p6
n�c:3
�I
r y
n
G1°
6.5' 5' 1'
6' PLANTING STRIP SIDEWALK TYP,
00 III I TYP.
?_1) TYPICAL SECTION
................................................................................................................. ................. ......... ...............
O
0 0 o
Oe Ea D P D d O �O 0o
° � Q Oa 0
00
a O
� �� �� o � b n �p0 �� 19P �• O I
00
GG (1� A A o0 apD�
G Oln O°YO
cl a
I I a
i I
I
n I °
I
I
i
60' R.�.W.
4' 5' 6.5' 2 ' 6.5' 5' 4'
TYP. SIDEWALK ALK 6' PLANTIING STRIP (CURB TO CURB) 6' PLANTING STRIP SIDEWALK TYP.
0 �� TYP.
CONCRETE --'
SIDEWALK, VDOT STD.
TTP' CG -6, TYP.
C O STEAMER DR, SWEETGUM LN, TANK ROAD
r m
1' TYP.
SCALE: 1/4" = 1'
................................................
17.
Y7 C U55MlALK
Gw®
f B41FFEq STRIP
CG -2
NOTES,
315 DOWElS, D" LONG —PERMISSIBLE
UiN_ r JO1.11T C71S]N
-
% THIS EM MYBE PRECAST 09 QRST IN PLACE.. -
O -
2. CONCRETE TO BE CLASS A3 F CAST IN PLACE,
0.' WN
- -
4DDD. PSI IF PRECAST.:
_ 411
...
3, CUPID HAVING A HIMIUS OF 300 FEET LIR LES':,21
2" R
- -
Ii4.tk16 FACE OF -:CURB) WILL BE 3010- FOR AS
i -I
4 -T5x
-00810E DIF TgAVELWAT -�
SHIM. ac PR04$7H0 FCR
pEXFw31pl'ULfN 4'!i4SSWALM
RADIAL. CURB. - -
-
WITH BUFFER STRIP
1fITRN iRt;uuttK€q
CROSSWALKMEA:O
4. THE OEPI:H 9F {T.lkAY He RE81UCEq AS MUCH
is
PERPENDICULAR'GRMNIALN
WITHIN THE HARMED
-
AS. Y' (15DEPTH} ON INCREASES A5 AS
AS
N,;
,70%
"1
N' 121" DEFTHI IN �Wp� THAT THE BOTTOM
0r CURD WILL COWL M WITH TIE 70POrA
.' -
- -
COURSE OF THE PAVEMENT -SUBSTRUCTURE-
SEE SHEET SOF 5
FOR DETAILS
OTHERWISE 'THE DEEPTH 15 TP 9E IW' A$ '44 M .
ND AD,RiS" dffl7_ N THE PRIDE BID IS TO BE MADE
dr
FCR A:DECRFt5E OR AN IMMEASI-IN DEPTH-
''':� - -
N.. ,.-R.' . A
5. GG -245 $E SEO ON ROADWAYS MtEI tdSS
THE REQUIREMENTS FOR C114AS SHDWN. M
EIR
APPENDIX A OF THE VDOT ROPD OE'SVIS lei ON ,
OF ROADWAY CURB-- -
-
IN THE SECTION ON CS OMAN :xTANDARD&
rA-,.A-`.
WITH STRIPS
2Oa
4 [T
- - _
A . , �k • .,
BASE- .'
wl
�A A' .
F"
rMIN SECTION A -A
PERMISSIBLE
^s" Rsms
_
...:
SUB@ASE
u
caNN5TR11CTIDN
--
-
CROSSWALK
a'61; SURFACE'
-
- � 4_.; ..
�
�
a
- -
BASE
>* _�-
rte. CROSSWALK
SMA4E
IT (�
-A i-SOPARE L40K APEA
MI'SFIB' OF THAV41IAY -
linkL 13E- FF*V CfA FOR
NOTES:" FOR GENERAL NOTES ON THE DETECTABLE WARNING
SURFACE,
_ GRC75SWI?LK
PERPENDICULAR CROSSWALK:' - -
CRfi�i'MALN A,7i0. Itl,1:N THE NHt#EP. -
12"
ACCEPTABLE ALTERNATIVE
- THE REOURED LENGTH OF A -PARALLEL RA/P
-
F CURB IS EXTRUDED
IS LIMITED' TO 15 FEET; RECARDLESSS- OF THE -
- - -
- AT INTERSECTION
:SLOPE.
T
°*
STANDARD
6" CURB
RFSAD AND BRIDGIE STAkOAR55
REVIStONi DATE
I SHEET 1 OF -1
105 "
-
VIRGINAL DEPARTMENT` OF TRANSPORTATION
PO1.i11
-..-- - .................................................. ..........
-
-,nod-.
Qv�Y u -
fl
ODp ° T
A P sP
<Q
C
s �
CC -12
GENERAL NOTES.
I- THE DETECTABLE WARN NO SHALL BEPROVIDED BY TRLNCATED-DOMES.. -
2.' DETECTABLE...WARNING. TO BE: CLASS A-3 CONCRETE (CLASS A-4 iF. PRECAST' 9`
WITH SLIP RESIMAN7:' INTEGRAL SLRFACE COVEPbMG THE FULL WIDTH.CF THE
I
RAMP (FLOOR 8Y 2--Fp0T N -LENGTH IN tHE' DIRECTION PEDESTRIAN - -`
TRAVEL, OTHER TYPES OF MATERIAL WITH THE
TRUNCATED DOME-.pE,TE
T#L--E
" TYPE
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
3. .SLOPING SIDES OF CURB RAMP MAY RE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR
FLOOR OR BY USING PERMISSIBLE CONSTRLCTIOIN .H)INT' WITH RE00RED:BARS, - -
4. IF RAMP FLOOR IS PRECAST; HOLES MUST HE PROVIDED: FOR DOWEL RAFTS 5D
THAT-AtAxNINC FLARED SIDES CAN DE CAST IN PLACE AFTER PLACEMENT OF Em MN
PRECAST :RAMP FLOOR. :PRECAST CONCRETE SHALL BE .CLASS A-4: -- xNo
-
' S. REQUIRED BARS ARE10 BE N0. 5 X 8" PLACED Y CENTER TO CENTER FLUNG - 72-1 MAX
DUTH SIRES OF THE RAMP FLOOR MIU`DEFPTH OF RAMP: FLOOR, U19MLW - - - -
CCNCRETE COVER IY,":
6. CURB- C CURB AND GUTTER SLOPE TRAAISI oms AOjAOENT TO CURB RAMPS TYPE 8
ARE- INCLuDEC IN PAYMENT FOR. CURB t CURD AND CUTTER, : : _ _ PARALLEL
7'.. CURB RAMPS PRE TO BE LOCATED A5 SHOWK CN THE PLANS OP. AS DIRECTED-
BY'THE -ENGINEER, THEY ARE TOBEPROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLEROUTE WITHIN THE RIGHT OF WAYY OF.. .A HIGHWAY FACILITY
CROSSES -A CURB REGARDLESS OFW ETHftCDKIS, EXISTINO PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDE57RM CROSSWALKS
T
AS. SHOWN ON PE.445-dR AS-CR£CT£D 13Y THE ENGINEER, AND SHOULD NOT i MAX
BE .LOCATED.. BEHIND VEHICLE12'
- STOP LINES. EXISTING LIGHT POLES. FIRE -�)AAX -
HYtxiP11TS, DROP INLETS BTG. ACCESS6LE ROUTES PROVIDE A CONTINUOU5 xx
UNOBSTRUCTED 5TARLE, FIRM .AND SLP' RESISTANT.. PA7H :CONNECTINiG ALL. - -- 5
-
ACCESSIBLE = 75 4r,A-FACILITY THAT CAN BE APPROACH ED.':ENTERED
AND USED 6; PEDESTRIANS,
s
B. RAMPS MAY BE PLACED ON RADIAL OR. TANGENTIAL EECTIDNS PROVIDEU- THAT AT :i: «2" HIGHER THAN
THE CURS OPENING 45 PLACER: WITHIN THE LIMITS. OF THE.: CROSSWALK AND, _ EDGE OF PAYEMENT
THAT Thr -SLOPE Al THE 'CONINECTION OF THE CURB. OPENING. IS ' - AT VC:K , SAME AS: TOP( OF GURR,
PERPENDICULAR TO .THE CUIR8; - - -
9, TYPICAL: CONCRBM SIDEWALK i$ A" THICK_ WHEN THE ENTRANCE RADIICANNOT TYPE C
ACCOMMODATE THE TURNING- REQUIREMENTS OF ANTICIPATED HEAVY TRUCK - PARXLE-L & PERPENDICULAR -
TRAFFIC. REFER TO STANROARD CG -13; COMMERCIAL EHTRANCF (HEAVY -- - -
TRUCK TRAFFIC) FOR CONCRETE DEPTH.
1D: WHEN CURD RAMPS PRE USED IN CONJUNCTION WITH A SHARE4 USE HATH,
THE MINIMUM WIDTH{ SHALL BE THE WIDTH OF THE SHARED USE PATH - -
11; WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CRGSsimos (DIAGONAL),
A 4'..'LANDING AREA SHALL BE PROVIDED TO MMIEUVER-A WHEELCHAIR -
INTO THE r eRDSS 44AL IS WITHOUT GOING INTO THE TRAVELWAT THIS 4- 4.°
LANDING:. AREA MAY INCLUDE 7HE GUTTER PAN. - ..TRUNCATED QOME as
12. ALL CASES WHERE CURD PAWS INTERSECT A RADIAL SECTION OF
CURD AT ENTRANCESORSTREET CCNNECTIONS : THE DETECTABLE'.-
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD o Q sa D D z
-MODIFIED: AS RECOMMENDED BY THE UMUFACTDRER'. TO MATCt'ITHE UAGY, OF CURB: - - __ O o D. D D 0 a: U a 0 D D'
LASIDING RUMP + Q 0 P Q' Q Q Q Q- Q Q Q' o -
!. � QQaoQia6oQQOaova �,
-
50:f -65z OF BASE DIAMETER
ABATABLE WARNINGI' YARIAf3LE FULL WIDTH OF RP.Mp F"LOOP..
AT BAC OT O12 BURR - - 4F
1 d"
IEE: NUTS '12. - SASE [AMMETER'' f- PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS' DETAIL RETAIL
\�, PDT CG -12r J��{I WARNING (� SPEDIFIGATION
ROAD AND BRIDGE STANDARDS .. DE ECTA'�•« LE SURFACE REFERENCE.
SHEET I OF 5. REVISION DATE (GENERfAL. NGTE:S] - - 105 203.05 -
im VIRGINIA DEPARTMENT OF TRANSPORTATION SD2
- - -
. .. .......................... ; Q.. a
o a0 LI
O _
0 v C Pd
PDc� a
0�
t LJ
1' TYP.
61'- 671' R.O.W. oll
5' ' 5' VARIES 136 - 42' 5'
lot
SIDEWALK 6' PLANTING STRIP I 6' PLANTING STRIP SIDEWALK
TYP. I TYP.
p I c
� I
I C
I
2°/D2% ° j ° 2% 2+%
--*-
2% i 2%
\ r: t\
LS d tea• �„' \ '.\ � \. \
\ _�'� "'�-.:�•��tea,
C:
. a .....
CONCRETE I
SIDEWALK, VDOT STD. PAVING SECTION
TYP
CG -6, TYP. PER VDOT STD.
O EAST RIVANNA AVE "t5`W STEAMER & GLENMORE WAY
TYPICAL SECTION
...................................................................................... i 'L v..
r. v....... .
0�7 0
d4 d U
I `✓'Q R �a
o
0�°°,
G A a0 nRO v o
� Ov 00
5
n
°10
1' 5' 6.5'
TYP. SIDEWALK6' PLANTING STRIP
TYP. 1 II I
CONCRETE --'
SIDEWALK, VDOT STD.
TyP• CG -6, TYP.
BO EAST RIVANNA AVE FROM STEAMER DRIVE TO END
61' %O.W.
(CURB TO CURB)
�OG N00 9P OI
Q O4 c
r
o° v flG
O a0
fT\>Q'I 4 °
V 0' a1 C E •` r p6
n�c:3
�I
r y
n
G1°
6.5' 5' 1'
6' PLANTING STRIP SIDEWALK TYP,
00 III I TYP.
?_1) TYPICAL SECTION
................................................................................................................. ................. ......... ...............
O
0 0 o
Oe Ea D P D d O �O 0o
° � Q Oa 0
00
a O
� �� �� o � b n �p0 �� 19P �• O I
00
GG (1� A A o0 apD�
G Oln O°YO
cl a
I I a
i I
I
n I °
I
I
i
60' R.�.W.
4' 5' 6.5' 2 ' 6.5' 5' 4'
TYP. SIDEWALK ALK 6' PLANTIING STRIP (CURB TO CURB) 6' PLANTING STRIP SIDEWALK TYP.
0 �� TYP.
CONCRETE --'
SIDEWALK, VDOT STD.
TTP' CG -6, TYP.
C O STEAMER DR, SWEETGUM LN, TANK ROAD
r m
1' TYP.
SCALE: 1/4" = 1'
................................................
17.
Y7 C U55MlALK
Gw®
f B41FFEq STRIP
315 DOWElS, D" LONG —PERMISSIBLE
UiN_ r JO1.11T C71S]N
-
TO MA'X.
O -
0.' WN
120 MA%, a
�
EI
MN.
...
. -1217 MAX-- LY
x -••.,
+�
-
i -I
4 -T5x
-00810E DIF TgAVELWAT -�
SHIM. ac PR04$7H0 FCR
pEXFw31pl'ULfN 4'!i4SSWALM
O
WITH BUFFER STRIP
iV eu
WITH BUFFER STRIP
1fITRN iRt;uuttK€q
CROSSWALKMEA:O
cTtoSS'*BA.
PERPENDICULAR'GRMNIALN
WITHIN THE HARMED
" RAMP
RAhIR -ate IA
ISEE TABL£) -:45EE TAlLEl..
0r
,70%
"1
TRUNCATED OOMER
.:i uwa. .
Tu__:�.-. - '"y, •1
41 j,PH
SEE SHEET SOF 5
FOR DETAILS
SHAPE TO MATCH 'PACE -
OF ROADWAY CURB-- -
-
-SUFFER
BACK. OF CURB-;, __ ae..: i 2
WITH STRIPS
2Oa
4 [T
all !Y MI
wl
F"
rMIN SECTION A -A
PERMISSIBLE
YtITHC7IIT
-
-.. -
BUFFER STRIP
- -
- -
caNN5TR11CTIDN
;:
-
CROSSWALK
.` •, :" ...4
- � 4_.; ..
�
�
a
- -
- SECTION B�I -
>* _�-
rte. CROSSWALK
IT (�
-A i-SOPARE L40K APEA
MI'SFIB' OF THAV41IAY -
linkL 13E- FF*V CfA FOR
NOTES:" FOR GENERAL NOTES ON THE DETECTABLE WARNING
SURFACE,
_ GRC75SWI?LK
PERPENDICULAR CROSSWALK:' - -
CRfi�i'MALN A,7i0. Itl,1:N THE NHt#EP. -
5-E SHEEN IflF 5°
-
- THE REOURED LENGTH OF A -PARALLEL RA/P
-
TYPICAL PLACEMENT
IS LIMITED' TO 15 FEET; RECARDLESSS- OF THE -
- - -
- AT INTERSECTION
:SLOPE.
ITHIn
hi
_
Y7 C U55MlALK
Gw®
f B41FFEq STRIP
DIAGONAL PLACFMFNT
MN.
.��..-.�'
x -••.,
+�
h �;"uQLwIE E1t+01MG xs�g3t
4 -T5x
-00810E DIF TgAVELWAT -�
SHIM. ac PR04$7H0 FCR
pEXFw31pl'ULfN 4'!i4SSWALM
O
R +' $QUARE LANDING AREA
OUTBIDS 0i TRAVELWAY
SPINA.. DE PWVIj7ED TOR
WITH BUFFER STRIP
1fITRN iRt;uuttK€q
CROSSWALKMEA:O
cTtoSS'*BA.
PERPENDICULAR'GRMNIALN
WITHIN THE HARMED
CR+]SSWAIIC AREA.. -
\VE3QrCG-1Z DETECTABLE WARMING SURFACESPECFICATIIjN
.:REFERENCE."
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 5 -REVISION DATE TYPE U.- (PARALLEL) APPLICATIONJ.. - -105
-203.07 - 7l1-1- _ - - YIRDNIA_DFPARTMEN7 OF TRANSPORTATIOIN - - - -502
J
w
LJ
V)
A - WIDTH OF
F TRAM-
':-'-�.5pf�
E#PANSION .JOINT LIMITS OF PEDESTRIAN_`'" LNITS OF PEDESTRIAN
AC SS "CUTE - �.— - ® ACCESS ROUTE -
NON-TRRVERShE{t:E ."
E vonnlc�lON JOINT PEDESTRIAN ACCESS : ROUTE DETAIL
r � UNPAVED SPADE UNPAVED SPACE
EXISTING OR FtTDeflsER
SIDEWALK OR SOEWAL. SPACE _
.0LRB INCLUDED IN
rXPANSION JCIMT ENTRANCE GLITTER
Y
�, +n AI,'g1T19NAl RIGHT-OF-WAY IS RE9y�IRE€? IF 'ai L11dITB
`-� OF. PEDESTRIAN ACCESS ROUTE Hcj EXTEND BEYONDEXISTING
LJ C, - OR .PROPOSED 'VDOT RIGHP. CF WAY.
n V`
a
is 's•7F" 'FLOW LINE
w ENTRANCE WIDTH n ,
-- �--I EXPANSION dY31NT - DESIRABLE MINIMUM 16,
PASOLUTE . MINIMUM 12 - ® PEDESTRIAN ACCESS ROUTES FROYIRE -A CONTINUtiUS
- UNOBSTRUCTED SIABLE; FIRM AND SLIP RESI57A11
PATH C7NNECTING ALL ACCESSIBLE ELEMENTS OF A
EDGE Or PAVEMENT—-'.. - - "FAC41TY' THAT CAN BE .APPROACHED, EINTERED: AND - a..
USED ETY PEDESTRIANS.
dv
A _-i�j 4:IF PEX$TRIAN ACCESS ROUTES R ARE DEING -
HALF PLAN PROVIDED; A MINIMUM 4' TRAVERSABLE WIDTH IS SECTION D -B
REQUIRED WITH A MAM,.2X CB055 SLOPE, -.
WHEN USED IN CONJUNCTION WITH STMDARD
-- - CG .1 OR CG -J, THE CURE FACE- ON THIS -
STANDARD J5 TO BE'AD,IUSTED T7 MATCH - •a -
_ THE MOUNTABLE CURE COWIC,URA710N:
'UNPAVED 51DEIOALK SPACE PARABOLIC
"SPACE - CURVE a'
NORMAL CUTTER 1 ----- a,
¢ a. ----- SECTION C -C;
-V 0% TO ION CHANCE
Q@- AGGREGATE -$S _ - CLASS'SHE,S.i
0TH TROWELED EDGE
TYPF I SIZE 2 I
P
POINT OF MADE CHANGE
AL
12J MASS. SURD E -.
,3
F
T7
OR CURB AND GUTTER PINEY
i:x
12 X MAXIMUM INCREASE N SLOP AT (NIM '. INTERVALS
-
E MINIMUM H1 HLS
F K TT
E
D BROOM FINISH; TYP. i1H sDEwu UUP,H AND GU ER � � X 3 X MAXIMUM DECREASE IN SLOPE FOR -FIRSTT0'INTERVAL AND
JDI('ULAR TO DIRECTION -- BUILT CONCURRENTLY _ e X MAMYHLIA DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS .o. a • . g , -
PLAN OF TRAVEL SECTION A -A SECTION D -D
N,voc)T SPECIFICATION.:
ROAN} AND BRIDGE STANDARDS
STANDARD ENTRANCE GUTTER REFERENCE
- -
SHEETi OF I REVISICN PATE -
203.73 Utt t3:'' - - VIRGINIA. DEPARTMENT OF TRMISPORTATION'
11/4" DEEP CONTRACTION/SCORE 1/2" EXPANSION JOINT W//2" RECESSED
JOINT, SPACED EVERY 5' O.C.; TYP. BACKER ROD AND CAULK, SPACED EVERY
25 (MIN) O.C.; TYP.
3000 PSI CONCRETE AT 28 DAYS,
AIR -ENTRAINED
WWF 6"X6"W1.4XW1.4W/2H
MIN. COVER
%/0'OO�O%�f�
v;
COMPACTED O
\/OO/0 0/O/O/�000���\O/000000000/00/ / f/O\/O�OI COMPACTED VDOT #21A STONE
BASE
95% COMPACTED SUBGRADE
SECTION
CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED
EDGES
PLAN, SECTION P-019
N.T.S.
26' ACCESS :EASEMENT
12' TRAVEL AISLE 12' TRAVEL AISLE
VDOT STD. —' PAVING SEC TI10-N
CG -2, TYP. 2" SM -9.5A
3" BM -25
6" VDOT #21A
�O ALLEY A/PARKING COURT
TYPICAL SECTION
26ACCESS EASEMENT
12' TRAVEL AISLE 12' TRAVEL AISLE
2%
VDOT STD.
CG -2, TYP. -. .
2" SM -9.5A
3" BM -25
6" VDOT #21A
ALLEY B/PARKING COURT - TYPICAL SECTION
SCALE: Y4" = 1' j 9 ) TYPICAL SECTION
18' PARKING BAY
5'
SIDEWALK"
TYP.
OOO m
CONC. VDOT STD.
BUMPER BLOCK, TYP. CG -2, TYP.
SCALE: '/4" = 1'
N.T.S.
18' PARKING BAY
5'
SIDEWALK
TYP.
O O 2%
O
CONIC. o VDOT STD.
BUMPER BLOCK, TYP. CG -2, TYP.
SCALE: Y4' = 1'
N.T.S.
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
��'�,LTH OF y
ci y
Alan G. Franklin
Lic. No. 35326
NA L
IISSUED:
SCALE:
REVISION
05-30-17
NONE
GENERAL NOTES:
1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TOPLANTINGS (SECTION 02900).|FNO SPECIFICATIONS ARE AVAILABLE
CONSULT LANDSCAPE ARCHITECT.
2.D0NOT ALLOW AIR POCKETS TUFORM WHEN BACKFILLING.
3.IMMEDIATELY SOAK WITH WATER.
4 DDNOT BREAK RODTBALL
5 NOTIFY LANDSCAPE ARCHITECT OF ANY SI I UATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE
CONCERNS |NTERMS VFPLANT SURVIVABILITY ORWARRANTY.
6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION.
7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.
PLANTING NOTES:
1.EXCAVATE ROOT8ALLPIT.
2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE.
3.BACKFILL WITH SPECIFIED SOIL MIX AND WATER |NTHROUGHLY.
4.FINISH BACKFILLING, CONSTRUCT PIT ONLOWER SIDE (BY TRENCHING) AND ADD Muu:H�
5.STAKE AND GUY SECURELY ACCORDING TOSTAKING OPTIONS.
MULCH LAYER
,_ SPECIFIED)
FINISHED GRADE
PLANTING SOIL MIX
CULTIVATE SOIL IN (AS SPECIFIED)
LANDSCAPE AREA T
A MININUM DEPTH EDGE OF LANDSCAPE
12";TYP. \ / / /AREA, PAVEMENTEDGE OR
SAME AS BELOW
NOTES:
1.SET TREE PLUMB PRIOR TDSTAKING.
2.GRADES NOT TDEXCEED 3:1SLOPES.
3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED
UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
4�{�ONTRACTC�F(�DNOT|FYLANDGCAPEAF�(�H|TECTOF�ANY8|TUAT|ONVVHEREG|TE{�ON[}|T|ON8OFlGD|L
CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF
PLANT SURVIVABILITY ORWARRANTY.
5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED
DURING PLANT INSTALLATION.
O.ALL STAKING TOBEPLACED OUTSIDE LIMITS OFTREE PIT.
7.ALL GUYING TOBEENCASED AND SECURED TOTHE PLANT |NRUBBER HOSE (OR EQUAL).
OPTION 2: DIAGONAL
STAKING
(FOR EVERGREENS {
M\STAKE 8GUY PEF
IN A CULTIVATED AND MULCHED PLANTING AREA
PREVENT30
ROOTBA~ -ATSSETTLING ""'°'"°-
���T|���
SECTION,
PLAN
/ ^� °.
L-003
MULCH ER
OPTION 1'VERTICAL
MULCH LAYER-
(AS SPECIFIED)
STAKING
BEGIN AT PIT LIMITS AND ADD NO MORE
FINISHED GRADE
E\R
(2) STAKES & GUYING PER
THAN 3" TAPERING UP TO 1" AT TREE
COLLAR. BLEND WITH TO EXISTING GRADE
PLANTING SOIL MIX
TREE. SET STAKES 1800
AROUND THE TREE. SET
AS NECESSARY AT OUTER PIT EDGE
(AS SPECIFIED)
GUYING A MININUM OF X2 THE
SHRUB PLANTING ON SLOPE
(SET PLANTS PLUMB)
COMPACT EXCAVATED SOIL
HEIGHT [)FTREE AND ABOVE
TO FORM ROOTBALL PIT ON
THE LOWEST BRANCHES
1211
2-311
DOWNHILL SIDE OF
FINISHED GRADE �1 1 !E1 11
PLANTING AREA
PLANTING SOIL MIX -
(AS SPECIFIED)
PLANTING SOIL MIX
TRENCH EDGE
AROUND
ENTIRE AREA
flEM
BI
TO BE
MULCHED
PACKAGING AFTER FINAL
T Is
11
algw
SCARIFY BASE OF PIT. BREAK El I
THROUGH AND LOOSEN ALL
HARDPAN (REMOVE AS
RETURN EXCAVATED SOIL
NECESSARY) TO FACILITATE
AS NEEDED AND COMPACT
PROPER DRAINAGE ON A SLOPE
LIGHTLY TO BRING PIT
BACK TO FINISHED
__-_-_O'
\ TREE STAKING
OPTIONS
.
���T|��� �i��
~�`_^�/.^�.`' PLAN
1.(1) 2X2 WOODEN STAKE {}R#4REBARPER TREE
2.SET TREE PLUMB PRIOR TDSTAKING
3.SECURE STAKE TOTREE TRUNK WITH 12GA. GALV.WIRE &
RUBBER (OR EQUAL) MIN. OFYTREE HEIGHT
4.STAKING T{J8E CONSISTENT ALONG ALL ROWS AND WITH
TYPICAL STAKING DETAIL
5.SET Fl{}OTBALLEVEN WITH FINISHED GRADE.
L-001
SECTION
nnm/�P��|wA
CROWN BED 2-3 ; ------�
TOP DFRDOTBALLTOBEA
M|N�OF2"ABOVE FINISHED
GRADE /
MULCH
FINISHED GRADE
UNDISTURBED SUBGRADE
CULTIVATE SOIL WITH ROTO -TILLER TO
AMIN. DEPTH OF12";BF{EAKTRH[)UGH
HARDPAN AND REMOVE TJPROVIDE
GOOD DRAINAGE
41
O.C.
01 SPACING
ROOTBALL
BED
WIDFH PLAN
PLANTING SOIL MIX SPECIFIED);
CULTIVATE AMIN. QF4"LAYER OF
PLANTING SOIL MIX INTO BED; PROVIDE
1"OFCROWN FOR EVERY FOOT {}FBED
F|N|8HE
UND|STURBEDSUBGRADE---' \
�-PLANTING SOIL MIX (AS SPEC|FUEO)
CULTIVATE AMIN. OF4^LAYER OF
__/
CULT|\A\TESOIL VV|THROTO-TILLER TO PLANTING SOIL MIX INTO BED
AMIN. DEPTH OF12";BREAK TRH{}UGH
HARDPAN AND REMOVE T[}PROVIDE
GOOD DRAINAGE SECTION
����� PLANTING
(SINGLE �L DOUBLE
��^����
� �0��� ���|��8��� ��U����� �� ������ �����}
` .
���T|��� PLAN
~/`_^^..^�."'
PLANTING SOIL MIX
(AS SPECIFIED)
GROUND COVER
(AS SPECIFIED ONDRAWING) -
-----
LEAVENO ROOTS EXPOSED
MULCH LAYER (AS SPECIFIE(UNLESS OTF
FINISHED EDGE NOTE
TRENCH EDGE
D)
PLANTING PROCEDURE
1. LAY OUT BED AND OUTLINE WITH TRENCH
EDGE. PLACE SOIL FROM EDGE WITHIN BED.
2.HOTOT|LLBED T012^DEPTH. SPREAD 8^MIN.
LAYER 0FPLANTING SOIL MIX OVER BED.
ROTOT|LLSOIL MIX INTO TOP OFBED. INSTALLPLANTS & MULCH. WATER THOROUGHLY.
` '
EDGE OF LANDSCAPE AREA,
PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE
BREAK THROUGH ANY EXISTING "HARD -PAN" CULTIVATE SOIL IN LANDSCAPE
AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 12"
�����N��������� PLANTING
U� N�0��� ����
��������|����������_�� K-K��|� � U���� �|� ���U��&���UU ��|���
CULTIVATED
PLANTING
AREA
TREEO.C. SPACING
(AS SPECIFIED ON DWGS.)
EXISTING GRASS
TO REMAIN
UNDISTURBED
EXCEPT WHERE
TREES ARE
PLANTED 0
Lu
FINISHED
GRADE
ROOTBALL DETAIL;
LENGTH OFWOOD STAKES VARIES WITH
HEIGHT {]FTREE. EACH STAKE TO8E
DRIVEN INTO THE GROUND 3O^MIN.
TREE O.C. SPACING
(AS SPECIFIED ON DWGS.)
EXISTING GRASS
TO REMAIN
UNDISTURBED <
EXCEPT WHERE
TREES ARE
PLANTED
uj
FINISHED
GRADE
U m4', J11
NOTES:
1.SET TREE PLUMB PRIOR TO STAKING.
2.GRADES NOT TOEXCEED 3:1SLOPES.
1ALL PRUNING \SRESTRICTED TOTHE
REMOVAL OFDEAD AND BROKEN BRANCHES AND SHALL BEPERFORMED UNDER THE SUPERVISION DF
THE LANDSCAPE ARCHITECT.
4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS.
STAKES ON"H|GH^
SIDE OFTREE ONLY.
o
UU �
SEE DETAIL FOR
SUITABLE TREE STAKING
OPTIONS
FINISHED GRADE
REFER TO TREE
ETAIL
D9
COMPACT EXCAVATED SOIL TD--'
FORM ROOTBALLPIT ONDOWNHILL
SIDE DFPLANTING AREA
22 1/2 -^-/ u- -|F DN
{] - '�
OF SLOPE
0 PLAN
MULCH LAYER
TRENCH EDGE AROUND
ENTIRE AREA TOBE
MULCHEO
L-002
���T|���
SECTION,
PLAN
/ ^� °.
L-003
N3ca
FORM ROOTBALL PIT ON'/--
-
|--UUDOWNHILL
N.T.S.
STAKING ---'
ENLARGEMENT
STAKING ---'
ENLARGEMENT
MASS PLANTING
& STAKING IN EXISTING VEGETATED
AND MULCHED
PLANTING
AR
EAS
FOR PROPER PLANTING PROCEDURE DFPERENNIAL BEDS,
REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". PERENNIALS / SHRUBS
ROW (AS SPECIFIED ON
SPACING DRAWING)
(AS SPECIFIED ON MULCH LAYER
DRAWING) (AS SPECIFIED)
SLOPE FOR
TRENCH 1211 DRAI I _NAGE
FINISHED
GRADE
PERENNIAL
SOIL MIX
(AS SPECIFIED)
CULTIVATE SOIL WITH ROTOTILLER BREAK THROUGH ANY EXISTING "HARD -PAN"
AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE
UNDISTURBED SUBGRADE GOOD PERCOLATION & POSITIVE DRAINAGE.
��A QSPERENNIAL
��|� PLANTING \ |'�Uy_���� K-�����_|�|»dU���� ������ K-K���|� U ]|`���
NOTES:
1.LENGTH [>FWOOD STAKES VARIES WITH
HEIGHT OFTREE. EACH STAKE TOBE
DRIVEN (30" K4|N]INTO SLOPE ATANGLE
INDICATED.
2.GRADES NOT TOEXCEED 21.
3.TRENCH ALL EDGES OFPLANTING BED.
ROW SPACING
411, TYP-
--/
GRADE 'I
TREE
(AS SPECIFIED ON DWGS.)
TYPICAL STAKING:
-.
1_ 2X2WOODEN STAKE (}R#4REBARPER TREE -r�U
2.SET TREE PLUMB PRIOR TDSTAKING
3. SECURE STAKE TO TREE TRUNK WITH 12 GA. REFER TOJ
GALV VV|F�E & RUBBER HOSE (OR EQUAL) � ` ' �OOTBALLOETA�L��-�
K4IN.{}Ft(TF�EEHE|[�HT \y/
4.STAKING TOBECONSISTENT ALONG ALL --
ROWS AND WITH TYPICAL STAKING DETAIL
5.SET UPHILL EDGE OFROOTBALL(FOR SLOPE
PLANTINGS ONLY)
COMPACT EXCAVATED SOIL
TOFORM ROOTBALLPIT ON
DOWNHILL SIDE
PLANT SOIL MIX
(AS SPECIFIED ON DVVGG]
MULCH
(AS SPECIFIED ON DWGS.)
rTREE
~--GALV.
WIRE
STAKING
ENLARGEMENT
1.SET TREE PLUMB PRIOR TOSTAKING.
2.GRADES NOT TDEXCEED 31SLOPES.
3.ALL PRUNING |SRESTRICTED TDTHE REMOVAL [>FDEAD AND BROKEN
BRANCHES AND SHALL BEPERFORMED UNDER THE SUPERVISION OFTHE
LANDSCAPE ARCHITECT.
4.ALL MULCH SHALL BEASSPECIFIED ACCORDING TOTHE PLANS AND/OR
SPECIFICATIONS.
SEE DETAIL FOR
SUITABLE T [
OPTIONS
TRENCH EDGE A
ENTIRE AREA TC
MULCHED
�����Tnn�FF
'^-' �'' ' ~ ''---
RODTBALLPIT
DETAIL
�
�� ^^ SECTION,/ L,^/n
TRENCH EDGE (TYP)
RDWSPAC|N
LCH LAYER
*ffw_ 1&191111
1^X4"8ALV. LANDSCAPE STAKE YN2"X4"
X30"ZINC COATED FENCE (21/2'ABOVE);
TENSION FENCE BETWEEN POST PRIOR ZM/Q(.
TOATTACHING TOPOST W/MIN.
(3)GALV. FLEX'C'R|N(5SPER POST. | 1'
|
LOCATE ATTOP OFSLOPE. .
USE EXCAVATED SOIL TO
ADD EXCAVATED SU|L|UBRING |ur---'
C)FRODTBALLTOFINISHED GRADE.
TAMP LIGHTLY PR|{}RTOSETTING 4-''�r-- ��-
SHRUB TOPREVENT SETTLING.
SETTOP OF ROOTBALL----/�«
LEVEL WITH FINISHED GRADE `M>�
\
SHRUB
PLANTING
ON
SLOPE
L-010
DETAIL N.T.B
TRENCH EDGE (TYP) 1^X4^GALVLANDSCAPE STAKE 0X2^%4^
X 30" ZINC COATED FENCE (2 1/2'ABOVE);
TENSION FENCE BETWEEN POST PRIOR
ROW SPACING TO ATTACHING TO POST W/ MIK(3) GALV. FLEX'C' RINGS PER POST.LOCATE AT TOP OF SLOPE.
USE EXCAVATED SOIL TO
FORM ROOTBALL PIT ON
DOWNHILL SIDE.
JUNIPER PLANTING ON SLOPE
(SET PLANTS PLUMB)
-'A MULCH LAYER (AS SPECIFIED)
3011
SOIL MIX
PLANTING
(AS SPECIFIED)
TRENCH
EDGE
ADD EXCAVATED SOIL TO BRING TOP
OF ROOTBALL TO FINISHED GRADE.
TAMP LIGHTLY PRIOR TO SETTING
SHRUB TO PREVENT SETTLING. I I I I 1_1 I 1111 11111
1111-=1111f =__IIII==IIII==III1=7
SET TOP OF ROOTBALL
LEVEL WITH FINISHED GRADE. 3 1/2"
MIN.
SHRUB
(JUNIPER)
PLANTING
ON SLOPE
Alan -ra L}^ PE , C
Civil and Site Plan Engineering
427Cranberry Lane Crozet, VA22932
434-531-5544
� a|en@a|Onfranh|inpe.nom �
.
~ '^^-`'~^'~''`~^
FORM ROOTBALL PIT ON'/--
-
|--UUDOWNHILL
SIDE.
SHRUB PLANTING ON SLOPE
(SET PLANTS PLUMB)
11=11 11 -1111 -1 Id =1111::::
MULCH LAYER (AS SPECIFIED)
PLANTING SOIL MIX -
(AS SPECIFIED)
TRENCH
EDGE
ADD EXCAVATED SU|L|UBRING |ur---'
C)FRODTBALLTOFINISHED GRADE.
TAMP LIGHTLY PR|{}RTOSETTING 4-''�r-- ��-
SHRUB TOPREVENT SETTLING.
SETTOP OF ROOTBALL----/�«
LEVEL WITH FINISHED GRADE `M>�
\
SHRUB
PLANTING
ON
SLOPE
L-010
DETAIL N.T.B
TRENCH EDGE (TYP) 1^X4^GALVLANDSCAPE STAKE 0X2^%4^
X 30" ZINC COATED FENCE (2 1/2'ABOVE);
TENSION FENCE BETWEEN POST PRIOR
ROW SPACING TO ATTACHING TO POST W/ MIK(3) GALV. FLEX'C' RINGS PER POST.LOCATE AT TOP OF SLOPE.
USE EXCAVATED SOIL TO
FORM ROOTBALL PIT ON
DOWNHILL SIDE.
JUNIPER PLANTING ON SLOPE
(SET PLANTS PLUMB)
-'A MULCH LAYER (AS SPECIFIED)
3011
SOIL MIX
PLANTING
(AS SPECIFIED)
TRENCH
EDGE
ADD EXCAVATED SOIL TO BRING TOP
OF ROOTBALL TO FINISHED GRADE.
TAMP LIGHTLY PRIOR TO SETTING
SHRUB TO PREVENT SETTLING. I I I I 1_1 I 1111 11111
1111-=1111f =__IIII==IIII==III1=7
SET TOP OF ROOTBALL
LEVEL WITH FINISHED GRADE. 3 1/2"
MIN.
SHRUB
(JUNIPER)
PLANTING
ON SLOPE
Alan -ra L}^ PE , C
Civil and Site Plan Engineering
427Cranberry Lane Crozet, VA22932
434-531-5544
� a|en@a|Onfranh|inpe.nom �
.
~ '^^-`'~^'~''`~^