HomeMy WebLinkAboutSDP200900061 Plan - Approved Minor Amendment 2009-10-30m�N,�,���lli�ll���������lI ... I
� 1 V 11
' \ \LVA4_*_ffWN_1j
0�,i "I "I . ' I &I I MA00 ViL % =A VE \LVA I I I ft-, 60% I I I I _. I I
� I mi mi 101 WJ I "1N"%\:W%VW�%VkAA1 MJ ", MMI WAM031 ej BMW
PREPARED BY:
I101 : i� I � .a
C®NCEP�[°S, P.C.
CIVIL ENGINEERS LANDSCAPE ARCHITECTS
224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-295-4005 FAX 434-295-2103
AUGUST 39 2009
GENERAL NOTES: SITE-SPECIFIC NOTES: SHEET INDEX
TANDARDS: WATER AND SEWER: 1. THE SUBJECT PROPERTY LIES IN THE WATER PROTECTION AREA AND IS PART OF THE LICKINGHOLE CREEK WATERSHED. SHEET 2 OVERALL BLOCK AND PHASING PLAN
PERFORMANCE S
2. OFF-SITE RUN-OFF FLOWS THROUGH THE SUBJECT SITE WITHIN NATURAL DRAINAGEWAYS. OFF-SITE RUNOFF IS FROM PUBLIC LANDS, THEREFORE
1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR DRAINAGE EASEMENTS ARE REQUIRED. BOTH STORMWATER DETENTION AND QUALITY ARE TO BE ACCOMMODATED ON-SITE IN THE SHEET 3-4 EXISTING CONDITIONS &DEMOLITION PLANS
SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT THE CONTRACTOR IS RESPONSIBLE NOTIFYING THE PROPER INSPECTORS AT THE START OF THE WORK. RETROFITTED POND.
FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS SHEET 5-10 LAYOUT & SIGNING PLANS
AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. THE LOCATION
OCATI N OF EXISTING RUCTTIT SE CRROSSi4THE
OR SHALL ON PROPOSED
OWN INITIATIVE D WORK
RE NOT
ALC NDERILROUND NINES AND LAMS AND
RES ES ESHOWN, ARE
3. TRES EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY OPEN PASTURE WITH THE PERIMETER AND SPECIMEN MATURE HARDWOOD SHEET 11-16 GRADING &UTILITY PLANS
2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE
REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS 4. ALL INTERNAL ACCESSWAYS ARE TO BE PUBLIC AND SHALL RESIDE WITHIN A PUBLIC RIGHT-OF-WAY. (WIDTH TO VARY) - SEE PLANS. SHEET 17-19 ROAD & WATERLINE PROFILES
EXPLORATORY MAYBE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 5. ALL DRIVEWAYS SHALL CONFORM TO THE CODE OF DEVELOPMENT CRITERIA. SHEET 20-21 SANITARY SEWER PROFILES
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL 6. F -WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE. ANY SIDEWALK SECTIONS LYING ON PROPOSED SHEET 22-23 STORM DRAIN PROFILES
REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). PRIVATE LOTS SHALL BE GIVEN OR GRANTED AN ACCESS EASEMENT. SHEET 24-25 UTILITY DETAILS
PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT
SPECIFICATIONS ON-SITE AT ALL TIMES. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. 7. TRASH SHALL BE CONTAINED IN INDIVIDUAL ROLL-OUT UNITS ASSIGNED TO, AND STORED WITHIN, EACH UNIT OR BESIDE THE UNIT IN AN ENCLOSURE. SHEET 26 STORM WATER DETAILS
4. THE CONTRACTOR SHALL ENSURE THAT HIS /HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ONSTHIS INCLUDES ALL HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. ITE. 8. ANY SITE IDENIFICATION SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER /DEVELOPER. SHEET 27-32 LANDSCAPE MITIGATION &RECREATION PLAN
7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR 9. ALL 93 LOTS ARE FOR SALE. LOTS 1,14,17,18, 57-61, AND 62-66 ARE CONSIDERED TO BE DUPLEX UNITS AND FULFILL THE AFFORDABLE HOUSING REQUIREMENT. '
SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. SHEET 33 LANDSCAPE DETAILS
ENGINEER SHALL DETERMINE THE NA RE AND DEGREE OF CHANGES NECESSARY AND THE CONTRACTOR SHALL PROVIDE A COST FOR 10. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
SAID CHANGES. NO CHANGES ARE TORE MADE WITHOUT THE WRITTEN CONSENT �F THE ENGINEER. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER SHEET 34-35 SITE DETAILS
OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITYICOUNTY 11. ALL TOWNHOMES SHALL HAVE 3 STORIES REGARDLESS OF WHETHER THE LOWER LEVEL IS ABLE TO BE UPFITTED AS AN AFFORDABLE DWELLING UNIT.
6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. SHEET 36 EXISTING ROUTE 240 CONDITIONS
CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES 12. A TOTAL OF 14 AFFORDABLE DWELLINGS HAVE BEEN PROFFERED, ALL OF WHICH ARE TO OCCUR AS APARTMENT -SME UNITS WITHIN THE LOWER
CONTINUES AFTER SITE PLAN APPROVAL STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL LEVEL. SHEET 37 EXISTING ROUTE 240 CONDITIONS
ARCHITECTURAL DIMENSIONS. PRIOR Td STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES:
ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 13. WHENEVER APARTMENT -STYLE UNITS ARE INTRODUCED IN A TOWNHOME SETTING, THE STRUCTURE THAT OCCUPIES THAT SPECIFIC LOT WILL BE
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -0F -WAY INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM CONSIDERED A DUPLEX FOR BUILDING CODE PURPOSES. SHEET 38 PROPOSED ROUTE 240 IMPROVEMENTS
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION DOT . THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY BY STAKEOUT THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PENT SHALL GOVERN. 14. ACCESSORY APARTMENTS ARE SUBJECT TO PARKING REQUIREMENTS AS IDENTIFIED IN THE CODE OF DEVELOPMENT. SHEET 39 PROPOSED ROUTE 240 IMPROVEMENTS
EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF AW DISCREPANCIES ERRORS AND OMISSIONS BEFORE
PROCEEDING WITH THE WORK. 2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS 15. BLOCK 7 MAY BE DEVELOPED WITH SINGLE FAMILY DETACHED UNITS AS NOTED IN THE APPROVED CODE OF DEVELOPMENT. SHEET 40 EROSION & SEDIMENT CONTROL PLAN
OTHERWISE NOTED.
8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE 16. ALL ROOF DRAINS ARE TO BE TIED INTO A PROPOSED YARD/ROOF DRAIN SYSTEM. SHEET 41 EROSION & SEDIMENT CONTROL NOTES AND DETAILS
ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON-SITE. THE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED
CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN NE BUILDINGS OR WORKING ON THE BUILDINGS NOR IS HE / SHE PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 17. RUNOFF FROM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD THE LICKINGHOLE CREEK THROUGH THE RETROFITTED ON-SITE POND. SHEET 42 EROSION & SEDIMENT CONTROL DETAILS
RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER STORMWATER DETENTION AND QUALITY MEASURES ARE PROPOSED AT THAT LOCATION.
CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL).
PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS EQUIPMENT VEHICLES AND TEMPORARY STRUCTURES USED DURING WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 bR BETTER ARE TO BE ACHIEVED. 18. ALL DRIVEWAYS SHALL CONFORM TO VDOT STANDARDS, UNLESS OTHERWISE NOTED ON PLANS. �g� ® " DATA: �� s
CONSTRUCTION. NEITHER THE OWNER NOR ENGINEt SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON-SITE DURING It T �J`"�
CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER 5. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE DIRECTOR OF ENGINEERING, OR THE 19. TRAFFIC IMPACT ANALYSIS REPORT PREPARED BY THE RENAISSANCE PLANNING GROUP ON DECEMBER 21, 2005. ./ --
DIRECfiOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING 20. GEOTECHNICAL STUDY FOR THE DAM WAS PREPARED BY THE TIMMONS GROUP ON FEBRUARY 16, 2005. DEVELOPER: WEATHER HILL HOLDINGS, LTD., 703 E. JEFFERSON ST., C'VILLE, VA 22902,434-296-9W, 434-296-2560 (F);
GRADING OF THE SITE. ALSO THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. CONTACT: FRANK POHL
LOGISTICALLY BE PLACED BEI=ORE GRADING COMMENCES. 21. ALL TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND
7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE -PIPE - CLASS III. ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PROPERTY OWNER: SAME AS ABOVE
10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES.
PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) TAX MAP / PARCEL #: 56/92
AND ENGINEER. THE CONTRACTOR I3 RESPONSIBLE FOR ALL COST- ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE, 22. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVINGMARDSCAPE SURFACES: CONTRACTOR T8 VERIFY 9UNTI1I€S �3NB SEES VVITIi §€f�VlC€
PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS MAGISTERIAL DISTRICT: WHITE HALL
11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY SUCH AS ROADWAYS SHALL BE PROTECTED FROM DAMAGE DUE TO THE ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS: WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED
EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY Bf THE CONTRACTOR 01� THOSE ASSISTING HIM / HER IN THE EXECUTION GENERAL SERVICE. PROPERTY ADDRESS: 1 5023 THREE NOTCH'D ROAD
OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -0F -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM
12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED THE CONTRACTOR SHALL OBTAIN ALL THE VIRGINIA DEPARTMENT OF TRANSPORTATION THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY 23. COMMON STREET LIGHTING IS NOT PROPOSED IN THESE PLANS. FUTURE STREET LIGHTING SHALL BE PROVIDED AT THE EXPENSE OF THE HOME OWNER'S PROPERTY SIZE: 20.52
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. ASSOCIATION. IF DEEMED APPROPRIATE, ANY LIGHT FIXTURES, (STREET OR YARD) SHALL CONFORM BOTH TO THE COUNTY ORDINANCE AND THE APPROVED CODE
NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -$ITE. ALL OTHERS SHARING THE SITE FOR OF DEVELOPMENT FOR THIS PROJECT. ZONING: CURRENT: NMD (AS OF 1-4-06)
CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE
SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 24. THIS PROJECT WILL BE DEVELOPED BY PHASES- SEE SHEET 2 FOR DETAILS. COMPREHENSIVE PLAN: CTI (DEVELOPMENT AREA PRESERVE), CT4 (URBAN GENERAL), CT3 (URBAN EDGE)
13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -0F -WAY INCLUDING( CONNECTION TO ANY EXISTING ROAD 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PROFFERS: SEE 'REZONING CONDITIONS" THIS SHEET FOR DETAILS
ACCURRATELYIYRREFLECBTTTAIHEEREQUIIREMENTS OF THE PERMIT. WI�HERE ANY DISCRE ANCI'ES OCCUR THEIS L kE��DI DRAWN
OF NbT PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ]REZONING CONDITIONS: WAIVER / VARIANCE REQUESTS: A CRITICAL SLOPE AND HOUSING MODIFICATION WAIVER WERE APPROVED IN THE REZONING AS OF 1-4-06
THE PERMIT SHALL GOVERN. 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED A ACSA JURISDICTIONAL REQUEST TO EXTEND WATER AND SEWER SERVICE WAS APPROVED BY THE BOS ON 4-5-06.
14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. DATE OF PROFFER SIGNATURE: 1-4-06 (ZMA 04-017)
PRE -CONSTRUCTION CONFERENCE. SURVEY SOURCES: BOUNDARY &GROUND VERIFICATION: TERRA ENGINEERING AND LAND SOLUTIONS 2005 REVISED APRIL 2006
5. UPON COMPLETION OF THE FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE ACRES TO BE REZONED FROM M WDENTIAL) TO ��QQ ((NEIGHBORHOOD MODEL DISTRICT) IN ACCORDANCE WITH THE CODE OF DEVELOPMENT AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF PHOTOGRAPHY: 11/26/04, DATE OF'COMPILATION:12/20/04
SUBGRADE SOIL. THREET3, COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, �D JULY 8, 2005) AND APPLICATION PLAN (DATED JUL��005)
A REVISED PAVEMENT D SIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TESTS RESULTS FOR APPROVAL. DATUM: USGS/ACSA SANITARY MANHOLES 23 AND 261N THE HIGHLANDS AT MECHUMS RIVER SUBDIVISION
PURSUANT TO SECTION 33.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, THE OWNER�OTR,HITS DULY AUTHORIZED AGENT HEREBY VOLUNTARILY PROFFERS
QUALITATIVE STANDARDS: 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE THE CONDITIONS LISTED BELOW WHICH SHALL BE APPLIED TO THE PROPERTY IF REZONED THE OFFERED PLANS APPROVED FOR DEVELOPMENT. THESE BENCHMARK: AZIMUTH MARK DISK SET IN TOP OF CONCRETE MONUMENT 2.3 MILES EAST OF CROZET ON STATE ROUTE 240,
REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. CONDITIONS ARE PROFFERED AS A PART OF THE REQUESTED REZONING AND IT IS AGREED THAT: (1) THE REZONING ITSELF GIVES RISE TO THE NEED FOR THE 23 FEET SOUTH OF ROAD CENTERLINE. NAVD 88 ELEV. = 640.36 (NOT FOUND
1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF 7 SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -0F -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL CONDITIONS; AND (2) SUCH CONDITIONS HAVE A REASONABLE RELATION TO THE REZONING REQUEST. PROJECT BENCHMARK: NAIL SET IN BASE OF UTILITY POLE ATNORTHEAST RNER OF TMP 56-92.
THE SITE WORK IS STILL UNDERWAY. DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH
2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. OF ALL STORM DRAINAGE PIPE. 1. THE OWNER SHALL CONTRIBUTE Ii00 000 CASH TO THE COUNTY'S CAPITAL IMPROVEMENT PROGRAM FOR THE PURPOSE FI MITIGATING IMPACTS FROM THIS BREAKDOWN: (35 UNITS = 5.21 DU / AC APER ZMA 04S, 72
DEVELOPMENT. THE CASH CONTRIBUtION SHALL BE USED FOR TRANSPORTATION IMPROVEMENTS, SCHOOLS LIBRARIES FIRE AND RESCUE PARKS OR ANY (35 SINGLE-FAMILY DETACHED HOMES, 7 TOWNHOMES)
OTHER PUBLIC USE SERVING THE COMMUNITY OF CROZET AS IDENTIFIED IN THE COMPREHENSIVE PLAN. CON'TRIBUTIOf4 SHALL BE MADE IN INCREMENTS OF
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF $3,225.81 CASH PER LOT, PRIOR TO OR AT THE TIME OF ISSUANCE OF A BUILDING PERMIT FOR ANY IMPROVEMENT THEREON. MAX. BUILDING HEIGHT: REFER TO THE APPROVED CODE OF DEVELOPMENT FOR DETAILS
INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIREb AT LOCATIONS NOT SHOWN WHEN IN THE OPINION OF VDOT THE DIRECTOR OF ENGINEERING OR THE
BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL DIRECTOR'S DESIGNEE IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED IT SHALL Bt INSTALLED FOUR (4) FEET- OFFSET FROM THE EDGE OF PAVtMENT 2. THERE SHALL BE A MAXIMUM OF 107 DWELLING UNITS ON 93 LOTS IN THE DEVELOPMENT. NINETY-THREE UNITS ARE ILLUSTRATED ON THE GENERAL PARKING: 219 SPACES REQUIRED. 263 SPACES PROVIDED R ZMA 04-017
AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION TO THE FACE OF GUARbRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREA§ED TO SEVEN (7) FEET. DEVELOPMENT PLAN IDENTIFIED AS THE APPLICATION PLAN PREPARED BY TERRA CONCEPTS PC DATED MAY 2 2005 LAST REVISED JULY 8 2005 "HE"GENERAL � )
CONTROL BOND, 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B, OR C). DEVELOPMENT PLAN]). FOURTEEN OF THE 93 UNITS ARE IDENTIFIED ON THE GENERAL DEVELdPMtNT PLAN AS R(%SIM TYPES'E" AND 'P. 'rHESL�IFIOURTEEN RECREATIONAL AREA: AS SHOWN ON PLAN
UNITS SHALL BE CONSTRUCTED AND MAINTAINED AS TWO-FAMILY DWELLINGS AS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. THE
4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 1:1(HORIZONTAL:VERTICAL). 1 WHERE RURAL CROSS SECTIONS ARE INSTALLED ALL DECLARATION OF COVENANTS FOR WICKHAM POND SHALL CONTAIN THIS LANGUAGE FOR THE 14 UNITS: "THE TOWNHOUSE UNITS ON LOTS 57.86 AND LOTS 1 14 SETBACKS: _
WHERE REASONABLY OBTAINABLE LESSER SLOPES OF X11 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED 0 RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. BLOCK LOT FRONTAGE FRONT SIDE REAR
WITH VDOT EC -2 SLOPE STABILIZATION MAT. 17 AND 18 WITHIN WICKHAM POND ARE CONSTRUCTED AND MUST BE MAINTAINED AS ATWO-FAMILY DWELLING AS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE _ ______ _ __-. ________ _ _ ______ ___. _ _ __.. __1-_-______-1-
11. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF
BUILDING CODE." (min.) Primary' Secondary Primary' Secondary Primary' Secondary
5. PAVED RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 3. IN ORDER TO PROTECT VIEWS FROM ABUTTING LOTS WITHIN THE HIGHLANDS SUBDIVISION THE LOT LINES FOR PARCELS 48 THROUGH 54 AND THE BUILDING -
NECE%§ V IN ORDER TO STABILIZE A DRAINAGE CHANNEL. LOCATIONS THEREON SHALL BE IN SUBSTANTIAL ACCORD WITH SUCH LOT LINES AND BUILbING LOCATIONS AS SHOWN ON THE GENERAL bEVELOPMENT PLAN. . - -1- - e' s' a ,- ar �r
12. A MINIMUM CLEAR ZONE OF TEN (10 FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR
ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. VARIATIONS TO SUCH LOT LINES AND BUILDING LOCATIONS MAY BE AUTHORIZED UNDER ZONING ORDINANCE §& 8 INCLUDING ZONING ORDINANCE && 8.5.5.3
6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF PROVIDED THAT IN ADDITION TO ALL OTHER APPLICABLE REQUIREMENTS, THE DIRECTOR DETERMINES THAT 7Ht VARIATIONS DO NOT MATERIALLY( AND n sa sa 1W s - - - s s
VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. ADVERSELY AFFECT SUCH VIEWS TO A GREATER DEGREE THAN IF SUCH LOTS WERE PLATTED AND DEVELOPED IN THE LOCATIONS SHOWN ON THE GENERAL - - 5
13. COMPLIANCE WITH THE PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY DEVELOPMENT PLAN. + - .. _. __ _ -
7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. nr sa �s a� s ! s s s
8. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. 14. ALL REQUIRED SIGNS STOP STREET NAME,
SPEED LIMIT SIGNS ETC. ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE. SIGNS -
_ -
AND THEIR INSTALLA ON SMALL CONFORM TO "ALBEMARLE COONTY ROAD NAMING AND NUMBERING ORDINANCE AND MANUAL" AND THE ppgg I ___ ____ ___ . ,_ _ __ s _ _ -_ _o' _ _ s s
9. ALL CURBING SHALL BE VDOT STANDARD CGS AND CG -6R WITH CG -9B FOR ALL DRIVEWAYS UNLESS OTHERWISE NOTED. ALL PERPENDICULAR
THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBL SEOF
PARKING SPACES ARE TO BE 9' X IV UNLESS OTHERWISE NOTED. ALL PARALLEL SPACES ARt`_ TO BE 9' X 20'. ALL PARKING SPACES MARKED "HC" EN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO v 2 r' 1r a! s' 3 4' ar IV
ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TOA 5 X 18' BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5 MPH BELOW THE DESIGN SPEED.
PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 8'X 18' AND ADJACENT TO 8' X 18' PAINT -OUT AISLE of sa _ �r a s s �o' so
15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE TO SIGNING AND RECORDATION, --
THEN APPROVAL OF THESE PLANS SHALL BE NULL AND -- - -
10. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE APP VOID.
SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE RANCOR HI -Q OR EQUAL WNDOT STANDARD PB -1 BEDDING. ALL PVC VII - 2�� �s� �' _ s' 3 4� 20' - - _
CONDUIT SHALL BE SCHEDULE 40. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE DIRECTIOR OF
ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 1. The Primary Setback is for "Environmented Space" only. 2. The Secondary Setback is for ancillary, 'non-environmented"
11. ALL ROOF DRAINS, UNLESS OTHERWISED NOTED ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THAT RUN-OFF CAN BE DIRECTED 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. building improvements (i.a. , chimneys, stoops, sheds, detached garages, etc.) which may be constructed outside
TO STORMWATER QUALITY FEATURES PRIOR TO ENTRY INTO THE PROPOSED STORM SEWERAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE the Primary Setback. 3. In the case of townhomes, where common walls are 1p aced upon side property lines the side yard
FOR TYING ALL ROOF LEADERS INTO A MEANS OF TRANSITION INTO THE SITE STORM SEWERAGE PROGRAM. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE setbacks shall be 0'. 4. Lots 44 thru 47 shall have side yard setbacks as follows: primary -15', secondary -1b'.
12. ALL 4" WATERLINE IS TO BE CLASS 53 D.I.P. UNLESS OTHERWISE SPECIFIED. ACCEPTED INTO VDOTS MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA Supplemental Notes: Numbers above are based on the plication Plan design. All building and wall footings, as well as
INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION IF HIGH-DENSITY POLYETHYLENE (HDPE PIPE OR PIPE SYSTEM IS am overhangs, may encroach into any setback provided it not breech any property line. The existing House in Block 1
13. ALL SANITARY SEWER LATERALS TO BE SCHEDULE 40 PVC AS A MINIMUM. INSTALLED THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULb HOLD A PRE -CONSTRUCTION MEETING TOR INSTALLATION will be converted irhto a Meeting House for Wickham Pond residents and is exempt from ail setbacks. All exterior stairs and
TRAINING. tHE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. stoops are exempt from setback requirements.
Buildings constructed less than 6 from a property line are subject to additional restrictions that are contained in the Building Code.
STANDARDS AND SPECIFICATIONS LEGEND VICINITY MAP REVISIONS APPROVALS
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. W 1"= 2000' (PLANS APPROVED ON 8-28-06) WATER LINE (EX. /PROP.) BOUNDARY /RIGHT-OF-WAY LINE 1. 9-11-06, STORM STRUCTURES
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. WV® WMO WATER VALVE / METER I.F. IRON PIN FOUND • r,. ,r -` 2. 10-30-06, REVISED ALL BLDG FINISHED FLOOR ELEV.
FHA -6 FIRE HYDRANT I.S.. 11-30-06, SANITARY SEWER AS. IRON PIN SET � - y � N� � {. 4. 12-14-06, ADD DROP TO SS MH 67
3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) SUBDIVISION STREET DESIGN GUIDE, APPENDIX B YH� YARD HYDRANT
SETBACK LINE 5. 2-22-07, REVISE GRADES FOR LOTS 12,13 AND 78-93 PLANNING/ZONING
OF THE ROAD DESIGN MANUAL SPECIFICATIONS, DATED 2005. BOA® BLOW -OFF ASSEMBLY EASEMENT LIMITSa: 6. 8-3-09, REVISE LANDSCAPE PLAN - SHEETS 27-32
4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER SS SANITARY SEWER LINE (EX. / PROP.) CENTERLINE 4 b z
CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. COo CLEANOUT CONTOUR LINE (EX. / PROP.) f� f 7u: ENGINEER
5. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER MH-- MANHOLE �3:'F-- <-2.50%- DEGREE / DIRECTION OF SLOPE = h f - {
CONSERVATION, VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRST EDITION, 1999. SDS STORM LINE (EX. / PROP.) 479.70+ SPOT ELEVATION .�, ' r� �
ti i '
6. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. DI t� STORM INLET HP HIGH POINT 11 ,BUILDING OFFICIALYD® YARD DRAIN LP LOW POINT
7. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. DSo DOWNSPOUT DITCH / SWALE rll'♦ .,
8. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE GAS LINE (EX. /PROP.) WATER COURSE GAS VALVE / METER gM s " ARCHITECTURAL REVIEW BOARD
GVG GMO
CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF + BENCHMARK
ALBEMARLE, VIRGINIA, DATED 2005. OHE- OVERHEAD ELECTRIC (EX. / PROP.) CG -2 VDOT STD. HEADER CURB
UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG -6 VDOT STD. CURB & GUTTER
TRIP GENERATION ESTIMATES.
° PP:C7 POWER POLE CG -12 VDOT STD. HANDICAP RAMP '"'' • `� � �• I � �.►� �, ' '"�
LP-(> LIGHT POLE HC HANDICAP PARKING SYMBOL i y Submittal Type FIRE OFFICIAL
z ,
Sub
tt
,1 Coot: _Lmm use __ _ .. UNTS auLir ANI OMK Emi No ibanr�i - -- _-_- DIP DUCTILE IRON PIPE :a roved b the
_ _.__ _._ GUYr GUY WIRE Reviewed and APP Y
w
____ _._ __ ___ _.__ . E o RCP REINFORCED CONCRETE PIPE N Community Development Department
--TN---Ps---- ,_ M ELECTRIC METER
rt
210 SINGLE-FAMIY DETACFED �6 3a ' a zs CMP CORRUGATED METAL PIPE _ f ham,%
i__ _ -.__----_--_.__. ____.. ,_ _- , ___ . _--_.__ ____ _ - �_-____ _ _j__ _-; - -___, D TRANSFORMER _ e _: I ACSA
---_ .__.___---_--__-__ ..______ _ --.___ __._. -. ' _ ___ __ ._____
PVC POLYVINYLCHLORIDE PIPE
- - -.. De
x�o E __ rz ; 40 i 33 7 Fil Q�l�
OHT
OVERHEAD C -
_ _.__._-- -----_____ _ _ _----- _ COMMUNICATIONS N
_._.___ i_. _____-._._._______ U O S (JC. /PROP.) HDPE HIGH-DENSITY POLYETHYLINE PIPE .
VC VITRIFIED CLAY PIPE
TOTAL 1o7 ' est 7a i 15 ss ? UGT UNDERGROUND COMMUNICATIONS (EX. /PROP.) �;,s � '� -
_ - _ fo
I i
-
__ PEDo UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION �p VDOT
_r
-- - - - SWM o TBR TO BE REMOVED t Ila
'I Naft The more nfonnetlon i9 iia «, a,e vuclfimn Rx,d lFaFfic Arreys�s«t prepared nr me Fbrefesa,oe Reminp, �zi2tros
- - / DWM /A SINGLE / DOUBLE WATER METER
GV N GATE VALVE TBT TO BE TRANSPLANTED �, {
BOA o BLOW OFF ASSEMBLY TBS TO BE SAVED
-
TERRA
CONCEPTS, P.C.
CIVIL ENGINEERS
LANDSCAPE ARCHITECTS
224 COURT SQUARE
CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-295-4005 FAX 434-295-2103
SCALE: V= 20'
ISSUED: 1-9-06
DRAWN BY: SWE
REVISIONS:
(PLANS APPROVED ON 8-28-06)
1. 9-11-06, STORM STRUCTURES
2. 10-30-06, REV. ALL BLDG FFE'S
3. 11-30-06, SANITARY SEWER
4. 12-14-06, ADD DROP TO MH B7
5. 2-22-07, REVISE GRADES FOR
LOTS 12, 13, AND 78-93
6. 8-13-07, CORRECT POND
ELEVATIONS (-32.15')
7. 8-3-09, MINOR SPA
All rights reserved. No partof the material protected by this
copyright (plans, ideas, designs, sections or details
expressed on these plans) may be reproduced, changed
or utilized in any form or by any means, electronic or
mechanical, Including photocopying, scanning, or by any
other means of retrieval system without written permission
from Terra Concepts, P.C.
Also, these plans may not be assigned to a third party
without first written authorization of Terra Concepts, P.C.
O TERRA CONCEPTS, P.C.
SHEET
OF 42
prQL1ATiC BENCH .........
NaT
AS LOTS BECOME AVAILABLE TO THE MARKET -
N11 \ \\ \\ \\ \\ \\
BUILDER SIJAtL�4PPL�f I#TFiEiNBIVT[30AL — — — — — — \ — , \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ A \ \ \ \ \ b\ \ 10' 20' \ \ 40'
LANQSCAPE PACKAGES SEED MIX #3. FINAL \ \ \ \ \
SEEDING SHALL REPLACE THE TEMPORARY
SEEDING APPLIED ERWASS-GRRD11TG
" ACTIVME'& SEED MAY BE SUBSTITUTED AT — — — — — — —
/
so __ - �' LEERS DISCRETION PROVIDED IRRIGATION _
/ ,
i
-- f' MEASURES ARE IN_PIACE-F_OR EACHT0TAND BE —
EQUAL JXYAfiALL FESCUE BLEND. QUANTITIES ' -
- F05 AILL SEED MIX #3 ON LOTS WERE EXCLUDED_-
" PRESERVED TREES{ TYP. — FROM REQUIRED PLAIT-LIsTfROVIDED
--MIXED r SHEET 30; TYP. — -
- N 08004'"1t_1A/ 844 82' (PROJECT)
Aorr,777�7777777777 J,
\
— -- 1 \ \ \\ \\ `\ \\ \\ 1 \\ \
� Z ri r• ri _ _ _ rr
MATCHLI�E: SEE STT 31(Eq L -S PROP Y LINE) , ' ' f ' ' - _ � � p ' (LA) -- --- _ -- `\
/ _ �--
/ i N09 07 20 E 844.82 PLAT --�► V - -- -- - ----TP --- -- Tp --- 1`P- --- P - - TP - - P- \ P- -
/ / --TP--TP---\ \ \ - ` — - - \
Co
illill000
--- -- -'�-- _ _ _ -_ _ --- -- ---- _. _ - - - - _ __ .. __ _ -- _ _ �- - - r . P TP —�- -TR-.. •gip- T�'— ".'." TF'_ �.�.f T� _ �.._ � �' - TP
� T \TP fP T T � TP T TP / TP � P ----_..._._.—,_ "--
TREE P CTION, TYP. / ' ' �' ' S S S — — S S — S S S —5— S S _—__-__ _ _ f CO, ' J C \ \ \ LOT 7
\ ` \ \
�! — -- —---
4F
SEED MIX ---8---- -rCP
te
(28,W0-SFr
STREA BUFFER AREA TO REMAIN LOT 75 \
NATURAL, ET AV*KABLE FOR PASSIVE i \
„r1rATI/ LI i �—LIMITS OF
� ,
O �
NO,
10111111NI 1111111111011
W"122,02MON
1111.1�■�■�..■■■�� ..��■.ra.�■■��■■�..�►...111 ti� � � '..>.;.>..:;..>.,.+.,.>.,..,.>.,..;.. `i
\.
Fff I NIX91 I I IES
••� X11 � \ O ..,, • �
SFr` 1' • ♦ , \, ��`` ♦ • , / ,
q \ ``
�♦ "11 tom,
�� �� ,,, �� tib .moi X11 ,_ �1 1 /, _ �♦
• � , �.. , ����.� ��.� ��.r,t�_'�_�--- �-1.�r■_.c __� -r� _ 'sem! •► SII ®•
�� t■i,._,_ mss,- _ - --- --- _r:.�� _ �
��',r■�%�I��A■b■le\��■� ■r►l1■■SII►.�■I��IIZI■ �/I/I
�1■VA ■EFAM//i
_IM
LOT 39 \
\ \ \ \ 1 \ \ \ \ ` \ \ 6� LOT 36
\1�OT44 I \\ \ \ \\ \\ 1 LOT 2\ \ \\ \ \\ \\ LOT 40 \ \ \\ \ \ I
_ LO 41 \ \ \ \ pp
_SLE.S.HEET30FOR THEi—
\ REQUIRED PLANT LIST
p\ - -- TP -------TP- -- �P- - - -TP ----- -TP - TP - ---TP - ---- TP TR_ 1 - P-- --TP -- -TPS j
\ ` \ \ \ `\ — i \ \ \\ \ \ \ TREE-MQTECTION, T� \ \ \ \ \ \ \ \ \ \ S \
— \ 32 — — — — I \ _ \ \---�...TP \- Tp - - - . p _..__ ..— --- \ - Tp--
\ j ----rF--- ------ --� -- - - -- -- - — — - — - -- - -- - — - - - ---
_ —
\\ _ 2 j'"� , \ \ \ \ i ITP I \ \ \ \\ \ S LARA
\ \ i' \ \ --�--------- --.--- _ _ 30 — — PRESERVED tREES; TY� \ \ 1 \ \ \
SEED MI� \ 20 WI\DE BUFFER STRIP \ \ \ PRESERVED FRF�ES; TYP. \ \ \ INLET
PRESERVED TREES;TYP. ��\ ��\ �` ``\ I \ MIXEf'9 \ \ \�-=-/ Q \I-
#2 \\_ 1.1 `--
� MIXED
\ — J--- \. \ �— / o �� ,950.$F —� —
\ MIXED \\ \\ —\^�` P------- \—\ —� 1 \\\�� 30 \i�- .7-' ���C�r�- \ f�A- \-_
ri ri ri ri ri i ri r• ri rim Mw _ ri rf-r• ri _� ri M s! ri t
IWO
__S�58� 8"�A� 1985. �"I =(1960.0 ') (P�
\ \ _
ot EXISTING HEDGEROWS AS INDICATED ON THE FINAL SITE PLAN \ \ ` `\ \ \ / / / / ` - _ - \
ARE TO BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION INA "\ \ \\ \ -- 1 " - - ' / - - - - - - '- - "' FOR No
ES -REB INING�T$ ALt` \ \ i \ \ \ \ \ \
NATURAL STATE ACCORDING TO THE WICKHAM POND CODE OF \ \ \ " _ - - _ - - - - - - \ \ ~ \ \ _ / GENERAL LAND PING, TREE
DEVELOPMENT AND CCR'S. PERMITTED MAINTENANCE OF ANY \ �, - _ , - - - - - - \ \ \ 1 / OTE: PROTECT19"ND SOIL MIX SEE
PRESERVED HEDGEROW, OR OTHER EXISTING VEGETATION, \ \ \ �� ` / ALL AREAS NOT INDICATED AS STREET TREES TO BE / DETAILS ` - \ \ \ \ \
SHALL INCLUDE THE REMOVAL OF ANY INVASIVE, DEAD OR DYING \ i \ \ \ / EITHER SEED MIX 1, 2, OR 4 SHALL PLANTED 40 O.C. UNLESS A $ C / \ a) \ \ \
SPECIES AND ANY SPECIES DEEMED DETRIMENTAL TO THE` - - - I BE MIX #3 FOR RESTABLISHMENT OF OTHERWISE NOTE; TYP. l \ \ 01 \ \ \ \ \ 1 f
PUBLICS HEALTH AND SAFETY. ADDITIONAL MAINTENANCE OR \ \ \ \ \ \ / / i ALL DISTURBED AREAS, TYP. / \ / 0 \ \ \ \ \
OTHER REMOVAL OF SPECIES SHALL BE AT THE - \ - - - / / / /
RECOMMENDATION OF A CERTIFIED VIRGINIA ARBORIST. \ \ \, / ( / \ \ \ \ / (
TEIIDXIXDXA
CONCEPTS, P.C.
CIVIL ENGINEERS
LANDSCAPE ARCHITECTS
224 COURT SQUARE
CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-295-4005 FAX 434-295-2103
SCALE: V= 20'
ISSUED: 1-9-06
DRAWN BY: SWE
REVISIONS:
(PLANS APPROVED ON 8-28-06)
1. 9-11-06, STORM STRUCTURES
2. 10-30-06, REV. ALL BLDG FFE'S
3. 11-30-06, SANITARY SEWER
4. 12-14-06, ADD DROP TO MH B7
5. 2-22-07, REVISE GRADES FOR
LOTS 12, 13, AND 78-93
6. 8-13-07, CORRECT POND
ELEVATIONS (-32.15)
7. 8-3-09, MINOR SPA
All rights reserved. No part of the material protected by this
copyright (plans, ideas, designs, sections or details
expressed on these plans) may be reproduced, changed
or utilized in any form or by any means, electronic or
mechanical, including photocopying, scanning, or by any
other means of retrieval system without written permission
from Terra Concepts, P.C.
Also, these plans may not be assigned to a third party
without first written authorization of Terra Concepts, P.C.
O TERRA CONCEPTS, P.C.
SHEET
OF 42
/ rA-o j I I I I I / I � 410
LOT 53 I I I / FOR NOTES PERTAINING TO ALL UGE -
j UGE
GENERAL LANDSCAPING, TREE
PROTECTION AND SOIL MIX SEE /
/ EXI YI? ` I I � ;i i I TREE \ \\ /1 DETAILS A B C
/I
POPLAR AVED I I I PROTECTION, TYP. / \
33 33 33
/ IF OOSSIBLE;
(REE PROTECTION
NOTE:
ALL STREET TREES SHALL
HAVE A MINIMUM CLEARANCE
OF T OVER ALL SIDEWALKS
PER VDOT.
//IF NEEDS
I
\`LOT48
-LOT 46
LO 52 I / LOT 51
LOT 50 + NOTE: \ \
1
LOT 49 THE MOVEMENT OF HEAVY
T P )
_ EQUIPMENT AND THE STORAGE
/ NOTE: / / \ \ \ iO \\ \ TREE PROTECTION, TYP. �� _ - OF ALL MATERIALS OUTSIDE \ \ \
i SUPPLEMENTAL LANDSCAPING MAY I ' 'O / \� \ ` \ - - - ` - J - - - � I ARE PROHIBITEDTHE LIMITS OF . TREE
BE
____----
AGREEMENT
IN BUFFER AREA PER 1 \ _ -\STP - PROTECTION MEASURES SEE
AGREEMENT WITH RAYLES. „ _ _.-TP - " _ y - -' � \ � � SHEETS 27 32 AND 37 FOR � \
'A 1 / \ \\ �\ i
i Tp LOCATION AND DETAILS
/ I - - --- - - - - -- - - 1 - - SP _ _.
fiP - TFC TP - TP -- --- TP -- - - Tp-_ . _ .. TP TP__ -. ---- T -. --- -- -- --- - - - TP TP T - -- --. -TP TP- - TP - ----- TP --- - - - TP- - ------ -- - - -- \
\ P TP I TP \ _ ` ` \ TP TP----- -�P� \- ----TP-... - --TP - ..---- -TP - TP-- --- --TP---
I
\
/
/
I
MIED
X #2 PRESERVED
ZOJ E CT I
/
° I
1
i�
I
TREE S, TYP.
I
I
o s 08° 1
30" E 1945.
8_(P8 JE
T)
O / (10,700 SF) MIXED
)6') (Pl��r) \
\I
_
\ �--- S 8°58'1, w-T985`1a.'
_'
1960.06') T)
—
_ '-
(P
/ \ \
20' WIDE BUFFER/STRIP
A — \
NOTE:
EXISTING HEDGEROWS AS INDICATED ON THE FINAL SITE PLAN
ARE TO BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION IN A
NATURAL STATE ACCORDING TO THE WICKHAM POND CODE OF
DEVELOPMENT AND CCR'S. PERMITTED MAINTENANCE OF ANY
PRESERVED HEDGEROW, OR OTHER EXISTING VEGETATION,
SHALL INCLUDE THE REMOVAL OF ANY INVASIVE, DEAD OR DYING
SPECIES AND ANY SPECIES DEEMED DETRIMENTAL TO THE
PUBLIC'S HEALTH AND SAFETY. ADDITIONAL MAINTENANCE OR
OTHER REMOVAL OF SPECIES SHALL BE AT THE
RECOMMENDATION OF A CERTIFIED VIRGINIA ARBORIST.
n
11
TERRA
CONCEPTS, P.C.
CIVIL ENGINEERS
LANDSCAPE ARCHITECTS
224 COURT SQUARE
CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-295-4005 FAX 434-295-2103
SCALE: 1"= 20'
ISSUED: 1-9-06
DRAWN BY: MEK
REVISIONS:
(PLANS APPROVED ON 8-28-06)
1. 9-11-06, STORM STRUCTURES
2. 10-30-06, REV. ALL BLDG FFE'S
3. 11-30-06, SANITARY SEWER
4. 12-14-06, ADD DROP TO MH B7
5. 2-22-07, REVISE GRADES FOR
LOTS 12, 13, AND 78-93
6. 8-13-07, CORRECT POND
ELEVATIONS (-32.15')
7. 8-3-09, MINOR SPA
AN rights reserved. No part of the material protected by this
copyright (plans, ideas, designs, sections or dews
expressed on these plans) may be reproduced, changed
or utilized in any form or by any means, electronic or
mechanical, Including photocopying, scanning, or by any
other means of retrieval system without written permission
from Tera Concepts, P.C.
Also, these plana may not be assigned to a third party
without first written aufhorizatbn of Terra Concepts, P.C.
O TERRA CONCEPTS, P.C.
SHEET
c -
MARI
lifTi-Ti P, ii 15
c=• x• 1111 c=• t •. • • _ • - - � •• - 11 �'� / ��;�\�
1 e` !,,N
NZNVA
OW" MMOI
III ROWAIA UMUNNAIR413 Mrs 9 1 as
•- • ti • •_ • • -- - • _ • ••• ••• -_• _ • r _ • •c•
v =••�ti = I _ •• •=r_ •• •_: �• _ • _••�� -_ • •= 111 1
i W-11
NWAAA
" _ - - _ - • ._ _ • _ • _ .• _• •v - ••• f • _ ������,' 111
••_ '- - _• -_• !• •_ 111 �' �����`
�X
I
J
oWINNE
j�•�1�1.7
�e 00
� .� •� I � I, \ ;;•, � - I' �'� � .\ I''i 1, ,` i i 1/i \'\� I I \\ t ® � �irii� ���'�j
►1u1�►y,
11�11101'1 �
COQ
0 10' 20' — 40'
/
\ ;T Al
NOTE: / / / / / / / / /
EXISTING HEDGEROWS AS INDICATED ON THE FINAL SITE PLAN 1 I
ARE TO BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION INA — / / / / / • - _� - /
NATURAL STATE ACCORDING TO THE WICKHAM POND CODE OF -
DEVELOPMENT AND CCR'S. PERMITTED MAINTENANCE OF ANY -
PRESERVED HEDGEROW, OR OTHER EXISTING VEGETATION, J / / // / / '' \ 1 `•. ,�rL' .,
SHALL INCLUDE THE REMOVAL OF ANY INVASIVE, DEAD OR DYING
SPECIES AND ANY SPECIES DEEMED DETRIMENTAL TO THE
PUBLIC'S HEALTH AND SAFETY. ADDITIONAL MAINTENANCE OR _ _ �/ / — ✓/
OTHER REMOVAL OF SPECIES SHALL BE AT THE
RECOMMENDATION OF A CERTIFIED VIRGINIA ARBORIST. — —
NOTE:
1 / /
AS LOTS BECOME AVAILABLE TO THE MARKET, BUILDER SHALL
APPLY IN THE INDIVIDUAL LANDSCAPE PACKAGES SEEDMDC#3.
FINAL SEEDING SHALL REPLACE THE TEMPORARY SEE'61NG
APPLIED AFTER MASS GRADING ACTIVITIES. SEEISMAY BE
SUBSTITUTED AT BUILDERS DISCRETION PROVIDED IRRIGATION
MEASURES ARE IN PLACE FOR EACH LOT AND BE EQUAL TO AJAL
FESCUE BLEND. QUANTITIES FOR ALL SEED MIX #3 ON10TSVERE
EXCLUDED FROM REQUIRED PLANT LIST PROVIDED ON / / r /
THIS SHEET; TYP.
144
LOT 61
— WESTERN RIDGE
COMMUNITY
LOT 60
LOT 59�
LOT 58 /
LOT 57 /
// / / // (\ j ° Jew
i
I LOT 55
10
I
X "Ord
/ // l • \ :::\ / 1 �8, X01 1 ( �; \
LOT
0 )hPPRO
/ I I FE: 5 I
/ –I
°// 1 -° 0
1
I Eb(ISTII�IG I� I A OTE: I I \�O�
Tp -ROPLAh SAVE I % EE THIS SHIiET FOR THE
l
0) �F POStIBLE; I EQUIRED PLIANT LIST
C / Tp p ITREE PROTECtION
/ / I / / 1 IF NEEgED
n0 T 1 I O I LOT 53
TREE RROTECTION,
/ / / /' V / / �•/ 1 TYP.
\ I I I
CV
'Y \
I I /
\ 1
/
PRESERVE TREES, TYP.
/ \ \
c -Co
♦ / NOTE:
// // / / Q ♦ �- / ALL AREf�NOT INDICATF-D AS
( -gyp- - ------ T�_ ---- TP-- -- -- TP -
EITHER EED MIX 1, 2, O 4
SHALL/BE MIX #3 FOR—
/ RESYABLISH NT OF ALL I / I I
DWUR AREA P. I 20f D UFFER STRIP
S 08013'30" E 1945.7,8' ROJ ECT� i I / I I II
� / OI I
S0805 1-8frvf 1985.11' (1960.06') (PI�Pr / \ 11 ` \ ` `\
NOTE:
/ THE MOVEMENT OF HEAVY
/ EQUIPMENT THE STORAGE
/ OF ALL MATEMALS OUTSIDE—
/ / THE LIMITS PF CONSTRUCTION \ \ \ �-
/ ARE PROH)BITED. FOR TREE
\ PROTECT N MEASURES SEE \ \ \ \ \ \
\ SHEETS 7-32 AND 37 FOR \ \ \ \
\ LOCAT N AND DETAILS
TEXIDN. XIDXA
CONCEPTS, P.C.
CIVIL ENGINEERS
LANDSCAPE ARCHITECTS
224 COURT SQUARE
CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-295-4005 FAX 434-295-2103
SCALE: 1"= 20'
ISSUED: 1-9-06
DRAWN BY: SWE
REVISIONS:
(PLANS APPROVED ON 8-28-06)
1. 9-11-06, STORM STRUCTURES
2. 10-30-06, REV. ALL BLDG FFE'S
3. 11-30-06, SANITARY SEWER
4. 12-14-06, ADD DROP TO MH B7
5. 2-22-07, REVISE GRADES FOR
LOTS 12, 13, AND 78-93
6. 8-13-07, CORRECT POND
ELEVATIONS (-32.15')
7. 8-3-09, MINOR SPA
All rights reserved. No part of the material protected by this
copyright (plans, ideas, designs, sections or detab
expressed on these plans) may be reproduced, changed
or utilized in any form or by any means, electronic or
mechanical, including photocopying, scanning, or by any
other means of retrieval system without written permission
from Terra Concepts, P.C.
Also, these plans may not be assigned to a third party
without first written authorization of Terra Concepts, P.C.
® TERRA CONCEPTS, P.C.
SHEET
M1
\10
\ 40,
/-- --_—_— __—.-__.-___—__ _._----.--..--__.
/ I I
_
\
_
NOTE:
AR-STBEAM_B J�FFER MITIGATIO
` LIMITS OF -
PRE -DEVELOPMENT -
F \ \ \ \ \\
CALCULATIONS SEE $HEi=�32: _ —� — � �
PRE -DEVELOPMENT- \ \ \ \ \ \ \ \
\ \ \ \ \ \ I I
STM 1111 \ \
\
—
CSA BUFFER \ \ \ \ \ 11
\ \ \ \\ \ \ \ \IN
\ \ I I \
\
\ \ \ \ \ \ I \
IN IN,-
\ POND/
I W • 50 -CS —�
W I •50 -SF t /
•22 -SG
/
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ NOTE:
THE MOVEMENT OF HEAVY
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \
IN, \ \ \ IN \ \ \ V
UIPMENT AND THE STORAGE 1
ALL MATERIALS OUTSIDE
THE"WITS OF CONSTRUCTION
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ARE PROHI I D. FOR TREE
PROTECTIONS-D.
\
____-- \\� \\\�^/�—�\��\\ \ \\ \1 \\ S?0 \\ \\ \\ \\ \ \\\ \\ \\ \\ \\ \\ \
_
\\\ SHEETS 27-32 AND 3TF0tR'
// ice' i ice\ i/ / " \ \� \1 \ \ \ \\ \\ \\ \\ \ \ \ \ \ \ \\ \ \
/ \ \ \ \ \ \ \ \ \ \ \ \ LOCATION AND DETAILS
/ \ \
NOS- — — — — — — \ PRESERVED TREES; TYP. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
SEE SHEET 30 FOR THE
/� REQUIRED PLANT LIST_-- �/ ---_r— \� 1 \ \ \ \ \ \
-� - -BENCH P. \ \ \ \
�RRESER a'T,�tEES' TY \ \ \ \ \ \ \
ACIAT
---- - _-------- \ \ \ \ \\ \ \ \\ \\
--680 --- / �-----\ \ \ \ \ \ \ \ \ \
TIIIS SHEET -USED FOR OFF-SITE GENERAL L AANDS� FOR I P NGNIN , RE ` \
' -" PROTECTION AND SOIC 10fIX`S€E-
/ LAN�SCAP� R INCE ONLY. - DE'TAILS_ = J -
/ TREE PROTC�TION TYP. / CA33
33
C -
--
\ \ \ \\ \ \ \ \ \ \ \ \
\\ \ \ \\ \\ \ \ \ \\ \\ \ \\ \\ \ \
/ \\ \
-----_------------------- \ \ \ \ \ \ \ \ \ \ \
-- \ \ \ \ \ \ \ \\ "1 \
N 08004'28'-W 844.82 (PROJECT) MATCHLIl\TE SEEEdo M
T�E�3'�28 (EQUALS PROPERTY LINE)
N09°07'20"E 844.82' (PLAT) — — 1 �' ' --� \ 0401
--► V TP -- - --Tp - - --- --- - -\ - --- — TP -- -TP - ---- Y`p - ----- P--- Tp--- P- ----- P-- -- ---
/----- \
/ / / ice.' • . . . . . . . .
/ / / / ' " / 1
11
---- ----- --
-T Tp- /fP------T 3 -- -- Tp --- T _ P----- --- -- -TP --77-77771 ---------------- T'P- TP— 'ff - = -----I _ TP /I / \
S S S S S S _S—� S C-21
OT 77
f /
------------------- --- 30 LOT 75
LOT 70 / / r LOT 71 tOT 72 -- 32 /
I LOT 69 / / // / I _--------------------------------------------LOT-74•------- - -- \
01
--_-_-=�-------------------------- % , 38
28 / 30 32 / 341 / 36 4.1
38 � -- -- - 40 /
,----------------- _----- �/
1 3�n
13DI-I-1111� 3gn gn _ err — — 39n 3gn 3�n 3�n 3Dn 3�n : 3�n 3�n �n 3�n — — ' — —
�• �� I / - - - - 3� Low
L,,,W/ \
1\
4
oY
TEIJDP\+%. IIDXA
CONCEPTS, P.C.
CIVIL ENGINEERS
LANDSCAPE ARCHITECTS
224 COURT SQUARE
CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-295-4005 FAX 434-295-2103
SCALE: V= 20'
ISSUED: 1-9-06
DRAWN BY: SWE
REVISIONS:
(PLANS APPROVED ON 8-28-06)
1. 9-11-06, STORM STRUCTURES
2. 10-30-06, REV. ALL BLDG FFE'S
3. 11-30-06, SANITARY SEWER
4. 12-14-06, ADD DROP TO MH B7
5. 2-22-07, REVISE GRADES FOR
LOTS 12, 13, AND 78-93
6. 8-13-07, CORRECT POND
ELEVATIONS (-32.15')
7. 8-3-09, MINOR SPA
All rights reserved. No part of the material protected by this
copyright (plans, Ideas, designs, sections or details
expressed on these plans) may be reproduced, changed
or utilized in any form or by any means, electronic or
mechanical, including photocopying, scanning, or by arty
other means of retrieval system without written permission
from Terra Concepts, P.C.
Also, these plans may not be assigned to a third party
without first written authorization of Tena Concepts, P.C.
O TERRA CONCEPTS, P.C.
SHEET
OF 42
\ \ 0
101
\ 40,
/-- --_—_— __—.-__.-___—__ _._----.--..--__.
/ I I
_
\
_
NOTE:
AR-STBEAM_B J�FFER MITIGATIO
` LIMITS OF -
PRE -DEVELOPMENT -
F \ \ \ \ \\
CALCULATIONS SEE $HEi=�32: _ —� — � �
PRE -DEVELOPMENT- \ \ \ \ \ \ \ \
\ \ \ \ \ \ I I
STM 1111 \ \
\
—
CSA BUFFER \ \ \ \ \ 11
\ \ \ \\ \ \ \ \IN
\ \ I I \
\
\ \ \ \ \ \ I \
IN IN,-
\ POND/
I W • 50 -CS —�
W I •50 -SF t /
•22 -SG
/
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ NOTE:
THE MOVEMENT OF HEAVY
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \
IN, \ \ \ IN \ \ \ V
UIPMENT AND THE STORAGE 1
ALL MATERIALS OUTSIDE
THE"WITS OF CONSTRUCTION
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ARE PROHI I D. FOR TREE
PROTECTIONS-D.
\
____-- \\� \\\�^/�—�\��\\ \ \\ \1 \\ S?0 \\ \\ \\ \\ \ \\\ \\ \\ \\ \\ \\ \
_
\\\ SHEETS 27-32 AND 3TF0tR'
// ice' i ice\ i/ / " \ \� \1 \ \ \ \\ \\ \\ \\ \ \ \ \ \ \ \\ \ \
/ \ \ \ \ \ \ \ \ \ \ \ \ LOCATION AND DETAILS
/ \ \
NOS- — — — — — — \ PRESERVED TREES; TYP. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
SEE SHEET 30 FOR THE
/� REQUIRED PLANT LIST_-- �/ ---_r— \� 1 \ \ \ \ \ \
-� - -BENCH P. \ \ \ \
�RRESER a'T,�tEES' TY \ \ \ \ \ \ \
ACIAT
---- - _-------- \ \ \ \ \\ \ \ \\ \\
--680 --- / �-----\ \ \ \ \ \ \ \ \ \
TIIIS SHEET -USED FOR OFF-SITE GENERAL L AANDS� FOR I P NGNIN , RE ` \
' -" PROTECTION AND SOIC 10fIX`S€E-
/ LAN�SCAP� R INCE ONLY. - DE'TAILS_ = J -
/ TREE PROTC�TION TYP. / CA33
33
C -
--
\ \ \ \\ \ \ \ \ \ \ \ \
\\ \ \ \\ \\ \ \ \ \\ \\ \ \\ \\ \ \
/ \\ \
-----_------------------- \ \ \ \ \ \ \ \ \ \ \
-- \ \ \ \ \ \ \ \\ "1 \
N 08004'28'-W 844.82 (PROJECT) MATCHLIl\TE SEEEdo M
T�E�3'�28 (EQUALS PROPERTY LINE)
N09°07'20"E 844.82' (PLAT) — — 1 �' ' --� \ 0401
--► V TP -- - --Tp - - --- --- - -\ - --- — TP -- -TP - ---- Y`p - ----- P--- Tp--- P- ----- P-- -- ---
/----- \
/ / / ice.' • . . . . . . . .
/ / / / ' " / 1
11
---- ----- --
-T Tp- /fP------T 3 -- -- Tp --- T _ P----- --- -- -TP --77-77771 ---------------- T'P- TP— 'ff - = -----I _ TP /I / \
S S S S S S _S—� S C-21
OT 77
f /
------------------- --- 30 LOT 75
LOT 70 / / r LOT 71 tOT 72 -- 32 /
I LOT 69 / / // / I _--------------------------------------------LOT-74•------- - -- \
01
--_-_-=�-------------------------- % , 38
28 / 30 32 / 341 / 36 4.1
38 � -- -- - 40 /
,----------------- _----- �/
1 3�n
13DI-I-1111� 3gn gn _ err — — 39n 3gn 3�n 3�n 3Dn 3�n : 3�n 3�n �n 3�n — — ' — —
�• �� I / - - - - 3� Low
L,,,W/ \
1\
4
oY
TEIJDP\+%. IIDXA
CONCEPTS, P.C.
CIVIL ENGINEERS
LANDSCAPE ARCHITECTS
224 COURT SQUARE
CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-295-4005 FAX 434-295-2103
SCALE: V= 20'
ISSUED: 1-9-06
DRAWN BY: SWE
REVISIONS:
(PLANS APPROVED ON 8-28-06)
1. 9-11-06, STORM STRUCTURES
2. 10-30-06, REV. ALL BLDG FFE'S
3. 11-30-06, SANITARY SEWER
4. 12-14-06, ADD DROP TO MH B7
5. 2-22-07, REVISE GRADES FOR
LOTS 12, 13, AND 78-93
6. 8-13-07, CORRECT POND
ELEVATIONS (-32.15')
7. 8-3-09, MINOR SPA
All rights reserved. No part of the material protected by this
copyright (plans, Ideas, designs, sections or details
expressed on these plans) may be reproduced, changed
or utilized in any form or by any means, electronic or
mechanical, including photocopying, scanning, or by arty
other means of retrieval system without written permission
from Terra Concepts, P.C.
Also, these plans may not be assigned to a third party
without first written authorization of Tena Concepts, P.C.
O TERRA CONCEPTS, P.C.
SHEET
OF 42
CONSERVATION PLAN CHECKLIST
(HANDBOOK, PP III -284 -111-297 FOR COMPLETE SPECIFICATIONS)
1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN:
TREES TO BE SAVED;
LIMITS OF CLEARING (OUTSIDED DRIP LINE OF TREES TO BE SAVED);
LOCATIONS AND TYPE OF PROTECTIVE FENCING;
GRADE CHANGES REQUIRING TREE WELLS OR WALLS;
PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING;
2. MARKINGS:
ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT
CLEARING VISIBLE TO EQUIPMENT OPERATORS.
NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY
A COUNTY INSPECTOR.
3. PRE -CONSTRUCTION CONFERENCE:
TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE
CONTRACTOR ON SITE.
4. EQUIPMENT OPERATION AND STORAGE:
HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OR CONSTRUCTION MATERIALS
INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED.
5. SOIL EROSION AND STORMWATER DETENTION DEVICES:
SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED.
6. FIRES:
FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED.
7. TOXIC MATERIALS:
TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED.
8. PROTECTIVE FENCING:
TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE
PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR
PRIOR TO GRADING OR CONSTRUCTION.
9. TREE WELLS:
WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A TREE
WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITED FOR APPROVAL.
10. TREE WALLS:
WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A
TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL.
11. TRENCHING AND TUNNELING:
WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING IT SHALL BE DONE AS FAR AWAY
FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE
CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL
DESTROY FEEDER ROOTS.
12. CLEANUP:
PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP.
13. DAMAGED TREES:
DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER
METHODS RECOMMENDED BY A TREE SPECIALIST.
NOTE: IT IS THE DEVELOPERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE
CONSERVATION REQUIREMENTS.
OWNER'S SIGNATURE
CONTRACT PURCHASER SIGNATURE
DATE
DATE
COUNTY CALCULATIONS
TREE CANOPY (REQUIRED BY ZONING):
A. REQUIRED: Acres
Site Acreage: 20.52
Farmland Credit: 0.000
Recreational Credit: 0.000
Open Space Credit: 5.631
Public Land Credit: 0.000
School Recreational Areas Credit: 0.000
Open Space Amenity Credit: 1.429
Preservation Credit: 0.000
Agent Approved Credit: 0.000
Basis for Canopy: 13.46
Equation:
Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy
Al. Basis for Canopy 13.46
Min. Tree Canopy Requirement: 20%
(see Section 32.7.9.9.b)
Total: 2.692
Equation:
Basis for Canopy X Minimum Tree Canopy Requirement for project = Total
B. PROVIDED: Acres
Preserved Area: 5.631
Bonus Factor 1.25
Total: 7,039
Equation:
Preserved Area X Bonus Factor = Total
C. BALANCE: Acres
Tree Canopy Required (Al): 2.692
Tree Canopy Preserved (B): 7.039
Additional Canopy Required: -4.347
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.
Equation:
Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (if Needed)
Open Space and Preserved Area are one in the same for this project.
ADDITIONAL REQUIREMENTS:
5°A of Paved Area:
Paved Areas: 95,795.60 sf (2.20 Ac)
Required: 4,789.78 sf (A 1 Ac) / 50 sf = 96
Proposed: 161 Trees + all shrubs adjacent to travelways and parking areas (total +/- 200)
Screening:
As shown on plans via evergreen plantings.
Stream Buffer Plantings:
Development Impact on Stream Buffe-19,226.40 sf (.44 Ac)
Equation:
2 for 1 Mitigation Requirement = Impact Area X 2 = 19,226.40 SF x 2 = 38,453 SF
Mitigation Formula: Mitigation Requirement / 400 SF = 38,453 / 400 = 96 Mitigation Unit Requirement
Refer to Appendix D of the Riparian Buffer Modification & Mitigation Guidance Manual issued by the
Department of Conservation and Recreation.
For this particular project Table A was used to determine the replacment values.
Required: In all cases, the quanities below equate to one mitigation unit.
1 Canopy Trees at 1.5-2" Caliper or targe Evergreens @ 6' Ht.
2 Understory Trees at .75" - 1.5" Caliper or Large Evergreens @ 4' Ht.
3 Small Shrubs or Woody Groundcover c@ 15-18" Ht.
See notes under Mitigation Plant List on Sheet 30 for specifics regarding plants and their quantities
employed to generate the necessary mitigation unit credits.
Wetland Plantings:
A Nationwide 18 Permit (04-1-10278) was granted by the U.S. Corp of Engineers on 12-28-04 for impacts up
to )io of an acre.
We are impacting 423.34 sf (.01 Ac); therefore, no replacment plantings are required.
INDIVIDUAL CAP
TINA SHALL R �o
WX
APPLIED AFTER MASS GRAf NG S. S
TEIXDX IXDXA
CONCEPTS, P.C.
CIVIL ENGINEERS
LANDSCAPE ARCHITECTS
224 COURT SQUARE
CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-295-4005 FAX 434-295-2103
SCALE: 1"= 20'
ISSUED: 1-9-06
DRAWN BY: SWE
REVISIONS:
(PLANS APPROVED ON 8-28-06)
1. 9-11-06, STORM STRUCTURES
2. 10-30-06, REV. ALL BLDG FFE'S
3. 11-30-06, SANITARY SEWER
4. 12-14-06, ADD DROP TO MH B7
5. 2-22-07, REVISE GRADES FOR
LOTS 12, 13, AND 78-93
6. 8-13-07, CORRECT POND
ELEVATIONS (-32.15')
8-3-09, MINOR SPA
All rights reserved. No part of the material protected by this
copyright (plans, ideas, designs, sections or details
expressed on these plans) may be reproduced, changed
or utilized in any form or by any means, electronic or
mechanical, including photocopying, scanning, or by any
other means of retrieval system without written permission
from Terra Concepts, P.C.
Also, these plans may not be assigned to a third party
without first written authorization of Terra Concepts, P.C.
® TERRA CONCEPTS, P.C.