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Home My WebLink AboutSDP201100028 Letter of Revision Letter of Revision 1 2012-06-07 �$�I OVAL Orall 11' COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Rd. North Wing Charlottesville, VA 22902 Phone: 434-296-5832 Fax: 434-972-4126 June 7, 2012 George W. Ray, Jr. 690 Berkmar Circle Charlottesville,VA 22901 RE: LOR#1 to SDP-2011-028 Willow Glen (The final site plan number is SDP-2008-086.) Dear Mr. Ray, This letter approves your submitted Letter of Revision for the above referenced site plan. The letter of revision proposes the following changes: 1. Revise landscape plan and canopy calculations 2. Relocate storm water pipe on top of the retaining wall and make it roughly parallel to the property line between Willow Glen and the adjoining parcel to the west (TMP 32- 56) to avoid rock. 3. Relocate retaining wall to make it roughly parallel to the property line. 4. Adjust rear lot lines of lots 140 through 148 5. Widen lot 141 by 3 feet; the lot line on the south side of lot 140 was moved 3 feet and the lot line in between lot 140 and 141 was also moved 3 feet (both in a southerly direction towards Town Center Boulevard) 6. Reduce common open space due to rear lot line adjustment(still meets minimum 25%required) 7. Screen dumpsters This is the first(1st) Letter of Revision for this site. Three (3) Letters of Revision are allowed, after which all required changes must be submitted as a site plan amendment. Sincerely, T 61,017LAAA 1.t- Joanne Tu Purtsezova, Planner 1 � /RCir�1Q COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Rd. North Wing Charlottesville, VA 22902 Phone: 434 - 296 -5832 June 7, 2012 George W. Ray, Jr. 690 Berkmar Circle Charlottesville, VA 22901 RE: LOR #1 to SDP - 2011 -028 Willow Glen (The final site plan number is SDP - 2008 -086.) Dear Mr. Ray, Fax: 434 - 972 -4126 This letter approves your submitted Letter of Revision for the above referenced site plan. The letter of revision proposes the following changes: 1. Revise landscape plan and canopy calculations 2. Relocate storm water pipe on top of the retaining wall and make it roughly parallel to the property line between Willow Glen and the adjoining parcel to the west (TMP 32- 56) to avoid rock. 3. Relocate retaining wall to make it roughly parallel to the property line. 4. Adjust rear lot lines of lots 140 through 148 5. Widen lot 141 by 3 feet; the lot line on the south side of lot 140 was moved 3 feet and the lot line in between lot 140 and 141 was also moved 3 feet (both in a southerly direction towards Town Center Boulevard) 6. Reduce common open space due to rear lot line adjustment (still meets minimum 25% required) 7. Screen dumpsters This is the first (1S) Letter of Revision for this site. Three (3) Letters of Revision are allowed, after which all required changes must be submitted as a site plan amendment. Sincerely, Joanne Tu Purtsezova, Planner LEGEND W WATER LINE (EX. / PROP.) WV® WMO WATER VALVE/METER FHA -6- FIRE HYDRANT YH -- YARD HYDRANT BOA ® BLOW -OFF ASSEMBLY SS SANITARY SEWER LINE (EX. / PROP.) CO o CLEANOUT MH-• MANHOLE SD— STORM LINE (EX./ PROP.) DI I STORM INLET YD ® YARD DRAIN DS o DOWNSPOUT G GAS LINE (EX. / PROP.) GVO GMO GAS VALVE/ METER OHE OVERHEAD ELECTRIC (EX. / PROP.) UGE UNDERGROUND ELECTRIC (EX. / PROP.) PPO POWER POLE LP * LIGHT POLE GUY d GUY WIRE EM ELECTRIC METER Ell TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) PED ❑ UTILITY PEDESTAL SWM/ DWM o/6-6 SINGLE/ DOUBLE WATER METER GV M GATE VALVE BOA o BLOW OFFASSEMBLY — - - — - - — BOUNDARY/ RIGHT-OF-WAY LINE I.F. IRON PIN FOUND I.S. IRON PIN SET ------ SETBACK LINE - — — — — — — - EASEMENT LIMITS — CENTERLINE 670 CONTOUR LINE (EX. / PROP.) <--3:1-- F2.50% DEGREE / DIRECTION OF SLOPE 479.70+ SPOT ELEVATION HP HIGH POINT LP LOW POINT - — - • • - DITCH / SWALE • • = WATER COURSE BM+ BENCHMARK CG-2 VDOT STD. HEADER CURB CG-6 VDOT STD. CURB & GUTTER CG-12 VDOT STD. HANDICAP RAMP HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE PVC POLYVINYLCHLORIDE PIPE HDPE HIGH -DENSITY POLYETHYLINE PIPE VC VITRIFIED CLAY PIPE FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED TBT TO BE TRANSPLANTED TBS TO BE SAVED PHASE 10F ALBEMARLE COUNTY, VIRGINIA w 0 "a I IA-MOXV& VICINITY MAP 1"= 60' MAY 212011 PREPARED BY: Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com APPROVED SITE PLANS PREPARED BY: TERRA CONCEPTS, P.C. PH. 434-531-3600 SHEET INDEX SHEET 2 NOTES AND PROJECT DATA SHEET 3 EXISTING CONDITIONS & DEMOLITION PLAN SHEET 4 OVERALL SITE PLAN SHEET 5 SITE CONSTRUCTION PHASING PLAN SHEET 6 LAYOUT PLAN SHEETS 7 SITE DETAILS SHEETS 8-9 PUBLIC & PRIVATE ROAD PROFILES SHEET 10 ROAD SECTIONS SHEET 11 ROAD SECTIONS & DETAILS SHEET 12 GRADING, DRAINAGE AND ROAD PLANS SHEET 13 INLET DRAINAGE AREA MAP SHEET 14 CULVERT DRAINAGE AREA MAP/CALCULATIONS SHEET 15 DRAINAGE COMPUTATIONS SHEET 16 STORM DRAIN PROFILES SHEET 17 LANDSCAPE PLAN SHEET 18 LANDSCAPE CALCULATIONS & PLANT LIST SHEET 19 UTILITY PLAN SHEET 20 WATERLINE PROFILES SHEET 21 SANITARY SEWER PROFILES SHEET 22 WATERLINE DETAILS SHEET 23 SANITARY SEWER DETAILS V I:1l:F. F.I •�:l�i irjj k� p� C�:"'ip7�iU�111)�r�� 4al`��,�•��+!+�;i±�.il I��'�l'fFti'�`_`.rlt ZS p � zooid SEAL APPROVALS I, IH OF .moo y. Alan G. Franklin hc. No. 35326 .O W. N A L "./ ✓ PLANNING/ZONING J ENGINEER fNJI(A BUILDING OFFICIAL IN l P� ARCHITECTURAL REVIEW BOARD �\j /Ix FIRE OFFICIAL ACSA 11✓ VDOT v v v v v v v v v v v v v v v v v v v v v v v v v REVISIONS s REV DATE DESCRIPTION SHEETS REVISED 1 07/15/11 MSPA: ACSA COMMENTS 1,19,20,21 2 08/02/11 MSPA:REVISE STORM P OUTFALL 1,2,16 3 02/22/12 CONSTRUCTION: REVISE RETAINING WALL H & STORM P LOCATION 6,12,16 4. 03/29/12 LOR #1: SUBMITTAL REVISE RETAINING WALL H LOCATION REVISE STORM P TO BEHIND RETAINING WALL H ADJUST REAR LOT LINES OF LOTS 140 THROUGH 148 SHIFTED LOT LINE BETWEEN LOTS J-40/1413' & EXT. S.S. EASEMENT 2,6,12 5. 05/08/12 LOR #1: COUNTY COMMENTS ADD REVISION BUBBLES /�6 06/07/12 REVISE LANDSCAPE PLAN AND CANAPY CALCULATIONS LOR #1: COUNTY COMMENTS 1,2,6,12,17,18,19 ADD DUMPSTER ENCLOSURE DETAIL LABEL SANITARY SEWER EASEMENTS TO MATCH PLAT ADJUST REVISION LIST 1,6,19 ►Ian Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z w z W 0 z a w z Q o ry F- w J � _ z � 0 O U � � j wok O = w m 0� Q 0 J 2 LI'H Or "G Alan G. Franklin Lic. No. 35326 W NA L SCALE: NONE ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- MSPA SUBMITTAL: ACSA COMMENTS 2. 08-02-11- MSPA SUBMITTAL: STORM 'P' ADJUSTMENT 3. 02-22-11- CONSTRUCTION: REV. WALL H & STORM P 4. 03-29-12 - LETTER OF REVISION SUBMITTAL 5. 05-08-12 - LOR #1: COUNTY COMMENTS REVS. 6. 06-07-12 - LOR #1 CO. COMMENTS SHEET OF 23 1 GENERAL NOTES: PROFFERS: PROJECT DATA: PERFORMANCE STANDARDS: ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND/ OR 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. WITH SPECIFIED IMPROVEMENTS. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE VDOT UNLESS OTHERWISE NOTED. REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. SCHEDULE/ ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 3:1 OR BETTER ARE TO BE ACHIEVED. 4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY TRADES ON -SITE. ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER (MUTCD), 2009 EDITION AND THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION. EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE 6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT CONSTRUCTION INDUSTRY (29 CFR PART 1926) AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION. ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS: ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION 1, CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT OF THE START OF CONSTRUCTION. 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 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 THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / A BOUNDARY LINE OR A NATURAL WATERCOURSE. 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 4, GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 5, WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO CG-9(A, B OR C). COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. 6, WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 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 EXPRESSLYPROHIBITED D UNLESS STATED OTHERWISE. IF PERMITTED, CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USI NG 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). THIS PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 14.CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. QUALITATIVE STANDARDS: 1. 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. -., 1" 2. ALL SPRINGS SHALL BE CAPPED AND PIPED N PIP TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION - CONTROL PLAN AND INASMUCH AS IS POSSIBLE 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 AUTH ORITY OR AGENT ISSUESG C)F - ,-,- EROSION FINAL APPROVAL D U ISIONIN R AN AUTHORIZES DECOMM , EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 4. ALL SLOPES AND DISTURBED ARE AS ARE TO FER TILIZED, SEEDED B 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 GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAYBE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. 8. FOR SPECIFICS REGARDING SPECIALTY PAVING (IF ANY) REFER TO DETAILS. 9. ALL CURBING SHALL BE VDOT STANDARD CG-2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED FOR HANDICAP ' G 0 IC P PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. B S ARE TO E8 X1 A D 8 N ADJACENT TO A 5 X 18 PAIN -OUT AI SLE. ISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 11 X 18 AND ADJACENT TO 5 X 18 PAINT -OUT AISLE. 10.SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. 111OADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 12.PERPENDICULAR PARKING TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED T016' WHERE AN OVERHANG IS POSSIBLE. 13.PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 141OADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.. 15.UNLESS OTHERWISE SPECIFIED ALL TWO-WAY TRAVELWAYS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 16.PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 17.DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, 18.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.) PER VDOT STANDARDS. 19.UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL I O RE NF RCED CONCRETE PIPE SHALL BE CLASS - LA 3. ALL HDPE PIPE SHALL BE ADS N 12 OR EQUAL W/VDOT STANDARD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 20.UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE K' COPPER TUBING. 21.ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM. 22.ALL PARKING LOT TRAVELWAYS SHALL BE 24' WIDE UNLESS OTHERWISE NOTED ON PLANS. WATER AND SEWER: 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 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 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. 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 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 THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTAL UN DER NDIER THE SUBBASE MATERIAL AT ALL CUT T 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 WI O 'S ID O R IN P TI N R E U D IT D T OU T IN T P E VDOT ROAD INSPECTION NOTES: 1. MANDATORY INSPECTIONS AT THE FOLLOWING PHASES U N ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE Q MAINTAINED. 5 A. INSTALLATION OF ANY ENCLOSED DRAINAGE SYST EM TEM BEFORE IT IS COVERED. B. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. C. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENS ITY TESTS BEFORE PLACEMENT OF THE ROADBED BASE MATERIALS. D. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE OR THE PAVEMENT STRUCTURE IS PLACED. E. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE,. F. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF TEN FINAL INSPECTION. G. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. H. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS'WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEIING ELIGIBLE FOR STATE MAINTENANCE. 1. THE SUBJECT PROPERTY LIES IN THE DEVELOPMENT AREA AND IS NOT WITHIN A RESERVOIR WATERSHED. 2. THE SUBJECT SITE IS NOT WITHIN THE 100-YEAR FLOODPLAIN. IT IS IN ZONE W AS NOTED ON FIRM #51003CO140D (PANEL 140 OF 575), DATED FEBRUARY 4, 2005. 3. RUNOFF FROM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD THE P WELL CREEK THROUGH D 0 ROUGH THE RETROFITTED ON SITE POND.STORMWATER DETENTION AND QUALITY MEASURES ARE PROPOSED AT THAT LOCATION. 4. OFF -SITE RUNOFF FLOWS THROUGH THE SUBJECT SITE WITHIN NATURAL DRAINAGEWAYS. OFF -SITE RUNOFF IS FROM PUBLIC LANDS, THEREFORE DRAINAGE EASEMENTS ARE REQUIRED. BOTH STORMWATER DETENTION AND QUALITY ARE TO BE ACCOMMODATED ON -SITE IN THE RETROFITTED POND. 5. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY OPEN (PASTURE WITH SOME PERIMETER AND SPECIMEN MATURE HARDWOOD TREES. 6. ROADS WITHIN THE PROJECT SHALL BE BOTH PRIVATE AND PUBLIC. THE FOLLOWNG ROAD NAMES CORRESPOND TO THE ROAD NAMES ON THE APPLICATION PLAN THESE S NAMES HAVE BEEN RESERVED AND OR ASSIGNED BY911 SERVICES: 'A' = WILLOW GLEN DRIVE (PUBLIC) 'B' = PRESTWICK GLEN DRIVE (PUBLIC) 'C'= HEATHROW GLEN (PUBLIC) CIRCLE PU IC 'D'= SHANNON GLEN COURT (PUBLIC) COU U IC 'E' = TRUDEAU COURT (PRIVATE) T' = HARTSFIELD COURT (PRIVATE) 'G' = TEMPELHOF COURT (PRIVATE) 7. ALL INTERNAL ACCESSWAYS ARE TO BE BOTH PUBLIC AND PRIVATE. THOSE PUBLIC SHALL RESIDE WITHIN A PUBLIC RIGHT-OF-WAY. (WIDTHS VARY) - SEE PLANS. 8. ALL DRIVEWAYS SHALL CONFORM TO VDOT STANDARDS, UNLESS OTHERWISE NOTED ON PLANS. 9. ALL CURBING TO BE VDOT STANDARDS (CG-2 OR CG-6), UNLESS OTHERWISE NOTED ON THE PLANS. 1-0. 5'-WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE. ANY SIDEWALK SECTIONS LYING ON PROPOSED PRIVATE LOTS SHALL BE GIVEN OR GRANTED AN ACCESS EASEMENT AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 11. THIS PROJECT WILL BE DEVELOPED BY PHASES. SEE SHEET 5 FOR DETAILS. PHASING LIMITS MAY BE REVISED AT THE OWNER'S DISCRETION AND ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF COMMUNITY DEVELOPMENT. 12. UNITS ARE EITHER FOR SALE OR RENT. 13. TOTAL CONDOMINIUM BREAKDOWN: 16 1- BEDROOM UNITS, 54 2- BEDROOM UNITS, AND 12 3-BEDROOM UNITS. 14. WHENEVER APARTMENT -STYLE UNITS ARE INTRODUCED INTOA T W ME IN BUILDING(S) 0 NHO SETT G THETHAT OCCUPIES THAT SPECIFIC LOT WILL BE CONSIDERED A DUPLEX FOR BUILDING CODE PURPOSES. 1-5. ANY SITE IDENIFICATION SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER. 1-6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 17. MAXIMUM RETAINING WALL HEIGHT ARE SHOWN ON THE GRADING AND UTILITY PLANS. 18. MAIL WILL BE PROVIDED IN A CONGREGATE FASHION (I.E. IN KIOSKS OF GANG MAILBOXES). THESE WILL BE LOCATED IN VARIOUS AREAS THROUGHOUT THE SITE. 19. DUMPSTERS ARE PROVIDED THROUGHOUT THE SITE FOR THE CONDOMINIUM UNITS. ALL OTHER UNITS WILL USE ROLL -OUTS FOR CURB SERVICE. 20. ALL ROOF DRAINS ARE TO BE TIED INTO A PROPOSED YARD/ROOF DRAIN SYSTEM. 21. A TRAFFIC IMPACT ANALYSIS REPORT WAS PREPARED BY THE RAMEY KEMP ASSOCIATION IN APRIL 2007. 22. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 23. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTIALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 24. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 25.ON-SITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING CONDITION AND FOUNDATION PREPARATION. DICKERSON RIDGE LLC, A VIRGINIA LIMITED LIABILITY COMPANY, IS THE FEE SIMPLE OWNER (THE "OWNER") OF TAX MAP 32, PARCELS 49F, 49G, 491, 49J, AND 49K (THE "PROPERTY") WHICH IS THE SUBJECT OF THE ZONING MAP AMENDMENT APPLICATION #ZMA-06-19 KNOWN AS "WILLOW GLEN." THE APPLICANT FOR WILLOW GLEN IS SUGARAY TWO, LLC, A VIRGINIA LIMITED LIABILITY COMPANY. THE WILLOW GLEN COMMUNITY IS HEREIN REFERRED TO AS THE "PROJECT." PURSUANT TO SECTION 33.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, OWNER HEREBY VOLUNTARY PROFFERS THE CONDITIONS LISTED IN THIS PROFFER STATEMENT, WHICH SHALL BE APPLIED TO THE PROPERTY IF THE REZONING IS APPROVED BY ALBEMARLE COUNTY. THESE CONDITIONS ARE PROFFERED AS PART OF THE REZONING AND IT IS AGREED THAT THE CONDITIONS ARE REASONABLE. 1. AFFORDABLE HOUSING. THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL RESIDENTIAL DWELLING UNITS WITHIN THE PROJECT IN THE FORM OF FOR SALE OR LEASE AFFORDABLE DWELLING UNITS (THE "AFFORDABLE DWELLING UNITS" OR "AFFORDABLE UNITS"). THE AFFORDABLE DWELLING UNITS SHALL BE COMPRISED OF ONE OR MORE OF THE FOLLOWING UNIT TYPES: SINGLE-FAMILY ATTACHED HOUSING (TOWNHOUSES OR DUPLEXES) OR CONDOMINIUMS. THE OWNER OR ITS SUCCESSOR IN INTEREST RESERVES THE RIGHT TO PROVIDE THE AFFORDABLE DWELLING UNITS IN A VARIETY OF WAYS, UTILIZING THE ABOVE MENTIONED UNIT TYPES ALONE OR IN COMBINATION AS OUTLINED BELOW. A. FOR -SALE AFFORDABLE UNITS. THE FOR -SALE AFFORDABLE DWELLING UNITS SHALL BE AFFORDABLE TO HOUSEHOLDS WITH INCOMES UP TO EIGHTY PERCENT (80%) OF THE AREA MEDIAN FAMILY INCOME (THE "AFFORDABLE UNIT QUALIFYING INCOME"), SUCH THAT THE HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE TAXES, AND HOMEOWNER'S INSURANCE (PITI) DO NOT EXCEED THIRTY PERCENT (30%) OF THE AFFORDABLE UNIT QUALIFYING INCOME, PROVIDED, HOWEVER, THAT IN NO EVENT SHALL THE SELLING PRICE OF SUCH AFFORDABLE UNITS BE REQUIRED TO BE LESS THAN THE GREATER OF ONE HUNDRED NINETY THOUSAND FOUR HUNDRED DOLLARS ($190,400) OR SIXTY-FIVE PERCENT (65%) OF THE APPLICABLE VIRGINIA HOUSING DEVELOPMENT AUTHORITY (VHDA) MAXIMUM MORTGAGE FOR FIRST-TIME HOME BUYERS AT THE BEGINNING OF THE 90-DAY IDENTIFICATION AND QUALIFICATION PERIOD REFERENCED BELOW. THE OWNER OR HIS SUCCESSOR IN INTEREST MAY AT ITS OPTION FACILITATE THE PROVISION OF DOWN PAYMENT ASSISTANCE LOANS TO REDUCE THE OUT-OF-POCKET CASH REQUIREMENT COSTS TO THE HOMEBUYER, SUCH AS, BUT NOT LIMITED TO A "SILENT" SECOND LIEN DEED OF TRUST, SO THAT THE RESULTANT FIRST MORTGAGE AND HOUSING COSTS REMAIN AT OR BELOW THE PARAMETERS DESCRIBED HEREIN. ALL FINANCIAL PROGRAMS OR INSTRUMENTS DESCRIBED HEREIN MUST BE ACCEPTABLE TO THE PRIMARY MORTGAGE LENDER. ANY "SILENT" SECOND LIEN DEED OF TRUST EXECUTED AS PART OF THIS PARAGRAPH SHALL BE DONATED TO THE COUNTY OF ALBEMARLE OR ITS DESIGNEE TO BE USED TO ADDRESS AFFORDABLE HOUSING. FOR PURPOSES OF CALCULATING THE PRICE OF THE AFFORDABLE DWELLING UNITS, THE VALUE OF SELLER -PAID CLOSING COSTS SHALL BE EXCLUDED FROM THE SELLING PRICE OF SUCH AFFORDABLE DWELLING UNITS. B. FOR -LEASE AFFORDABLE DWELLING UNITS. (1) THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT AND APPLICABLE MAXIMUM NET RENT AS PUBLISHED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR, THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSES OF THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN THIS PROFFER 1 B SHALL APPLY FOR A PERIOD OF TEN (1 0) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTIL THE UNITS ARE SOLD AS AFFORDABLE UNITS AS DEFINED BY THE COUNTY'S AFFORDABLE HOUSING POLICY, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM"). (II). CONVEYANCE OF INTEREST - ALL INSTRUMENTS CONVEYING ANY INTEREST IN THE FOR -LEASE AFFORDABLE DWELLING UNITS DURING THE AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 1(B). IN ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -LEASE AFFORDABLE DWELLING UNIT, OR ANY PART THEREOF, DURING THE AFFORDABLE TERM, SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS PARAGRAPH 1(B). PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -LEASE AFFORDABLE DWELLING UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF THIS PARAGRAPH I (B)(II) HAVE BEEN SATISFIED. (III). REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM FOR EACH FOR -RENT AFFORDABLE UNIT, THE THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION, DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL PROVIDE TO 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. C. PHASING OF AFFORDABLE UNITS. EACH SUBDIVISION PLAIT AND SITE PLAN FOR LAND WITHIN THE PROPERTY SHALL DESIGNATE THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PROFFER, INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIIVISION PLAT AND SITE PLAN SHALL CONSTITUTE A MINIMUM OF TWELVE PERCENT (12%) OF THE LOTS IN SUCH SUBDIVISION PLAT OR SITE PLAN. NOTWITHSTANDING THE FOREGOING, HOWEVER, THE OWNER MAY "CARRY-OVER" OR "BAINK" CREDITS FOR AFFORDABLE UNITS IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNATES A AFFORDABLE UNITS THAT IN THE AGGREGATE EXCEED THE TWELVE PERCENT (12%) MINIMUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADDITIONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE TWELVE PERCENT (12%) MINIMUM ON ANY FUTURE SUBDIVISION PLAT OR SITE PLAN, PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF AFFORDABLE UNITS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED TWELVE PERCENT (12%) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR SITE PLAN. D. NOTIFICATION PERIOD; COUNTY CASH OPTION. (1). NOTIFICATION PERIOD. ALL PURCHASERS OF THE AFFORDABLE DWELLING UNITS SHALL BE APPROVED BY THE ALBEMARLE COUNTY OFF ICE OF HOUSING OR ITS DESIGNEE. THE THEN -CURRENT CURR NT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PRE -QUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABL E UNIT(S). THE NINE TY 90 DAY PERIOD SHALLO COMMENCE UPON WRITTEN NOTICE FROM THE THEN-CURRENT OWNER/BUILDER THAT THE UNIT(S) IS WITHIN ONE HUNDRED TWENTY (120) DAYS OF COMPLETION AND, THAT ON OR BEFORE THE END OF SUCH ONE HUNDRED TWENTY (120) DAY PERIOD SHALL BE READY FOR OCCUPANCY. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED PURCHASER WHO EXECUTES A CONTRACT OF PURCHASE DURING THIS NINETY (90) DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL OR LEASE THE UNITS WITHOUT AN Y RESTRICTION ON SALES OR: LEASE PRICE OR INCOME OF THE PURCH SER S A ( )E PROVIDED HO WEVER, THAT ANY UNIT(S) SOLD OR LEASED WITHOUT SUCH RESTRICTION SHALL NEVERTHELESS BE COUNTED TOWARD THE NUMBER OF AFFORDABLE UNITS REQUIRED TO BE PROVIDED PURSUANT TO THE TERMS OF THIS PROFFER. THE REQUIREMENTS OF THIS PROFFER SHALL APPLY ONLY TO THE FIRST SALE OF EACH OF THE AFFORDABLE DWELLING UNITS THAT ARE PURCHASED. NOTHING HEREIN SHALL PRECLUDE THE THEN -CURRENT OWNER/BUILDER FROM WORKING WITH THE COUNTY HOUSING DEPARTMENT PRIOR TO THE START OF THE NOTIFICATION PERIODS DESCRIBED HEREIN IN AN EFFORT TO IDENTIFY QUALIFYING PURCHASERS FOR THE AFFORDABLE UNITS. (II). COUNTY OPTION FOR CASH IN LIEU OF AFFORDABLE (UNITS. IF AT ANY TIME PRIOR TO THE COUNTY'S APPROVAL OF ANY PRELIMINARY SITE PLAN OR SUBDIVISION PLAT FOR THE PROPERTY WHICH INCLUDES ONE OR MORE FOR -SALE AFFORDABLE DWELLING UNITS, THE HOUSING OFFICE INFORMS THE THEN -CURRENT OWNER/BUILDER IN WRITING THAT IT MAY NOT HAVE A QUALIFIED PURCHASER FOR ONE OR MORE OF THE FOR -SALE AFFORDABLE DWELLING UNITS AT THE TIME THAT THE THEN -CURRENT OWNER/BUILDER EXPECTS THE UNITS TO BE COMPLETED AND THAT THE HOUSING OFFICE WILL INSTEAD ACCEPT A CASH CONTRIBUTION TO THE HOUSING OFFICE TO SUPPORT AFFORDABLE HOUSING PROGRAMS IN THE AMOUNT OF NINETEEN THOUSAND ONE HUNDRED DOLLARS ($19,100) IN LIEU OF EACH AFFORDABLE UNIT(S), THEN THE THEN -CURRENT OWNER/BUILDER SHALL PAY SUCH CASH CONTRIBUTION TO THE COUNTY PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE UNIT(S) THAT WERE ORIGINALLY PLANNED TO BE AFFORDABLE DWELLING UNITS, AND THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). IF ALL OF ANY PORTION OF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSE WITHIN FIVE (5) YEARS OF THE DATE IT WAS CONTRIBUTED, ALL UNEXPENDED FUNDS SHALL BE REFUNDED TO THE PARTY THAT CONTRIBUTED THE FUNDS. FOR THE PURPOSES OF THIS PROFFER, SUCH AFFORDABLE DWELLING UNITS SHALL BE DEEMED TO HAVE BEEN PROVIDED WHEN THE SUBSEQUENT OWNER/BUILDER PROVIDES WRITTEN NOTICE TO THE ALBEMARLE COUNTY OFFICE OF HOUSING OR ITS DESIGNEE THAT THE AFFORDABLE UNIT(S) WILL BE AVAILABLE FOR SALE. E. INSPECTIONS, THE COUNTY SHALL HAVE THE RIGHT, UPON REASONABLE NOTICE AND SUBJECT TO ALL APPLICABLE PRIVACY LAWS, TO PERIODICALLY INSPECT THE RECORDS OF THE OWNER OR ANY SUCCESSORS IN INTEREST FOR THE PURPOSES OF ASSURING COMPLIANCE WITH THIS PARAGRAPH 1. 2. CASH PROFFER. A. THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE FOLLOWING AMOUNTS FOR EACH DWELLING UNIT CONSTRUCTED WITHIN THE PROPERTY THAT IS NOT AN AFFORDABLE DWELLING UNIT. THE CASH CONTRIBUTIONS SHALL BE USED TO ADDRESS THE FISCAL IMPACTS OF DEVELOPMENT ON THE COUNTY'S PUBLIC FACILITIES AND INFRASTRUCTURE (I.E., SCHOOLS, PUBLIC SAFETY, LIBRARIES, PARKS AND TRANSPORTATION) IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM. THE CASH CONTRIBUTIONS SHALL BE PAID PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR THE CATEGORY OF UNITS DESCRIBED IN THIS PARAGRAPH 2 IN THE FOLLOWING AMOUNTS: (1). SEVENTEEN THOUSAND FIVE HUNDRED DOLLARS ($17,500) FOR EACH SINGLE-FAMILY DETACHED DWELLING UNIT; (II). ELEVEN THOUSAND NINE HUNDRED DOLLARS ($11,9010) FOR EACH SINGLE FAMILY ATTACHED DWELLING UNIT THAT IS NOT AN AFFORDABLE DWELLING UNIT. (III). ZERO DOLLARS ($0.00) FOR EACH AFFORDABLE DWELLING UNIT THE CASH CONTRIBUTION FOR EACH SUCH UNIT SHALL BE PAID PRIOR TO OR AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT FOR EACH UNIT, AS APPLICABLE. B. ANNUAL ADJUSTMENT OF CASH PROFFERS. BEG U 0 INNING JA�N ARY 1, 2 08, THE AMOUNTCASH O F EACH A H CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE COMPARATIVE COST MULTIPLIER, REGIONAL CITY AVERAGE, SOUTHEAST AVERAGE, CATEGORY C: MASONRY BEARING WALLS ISSUED BY MARSHALL VALUATION SERVICE (A/K/A MARSHALL & SWIFT) (THE "INDEX") OR THE MOST APPLICABLE MARSHALL & SWIFT INDEX DETERMINED BY THE COUNTY IF PUBLICATION OF THE SPECIFIC INDEX REFERENCED HEREIN IN DISCONTINUED. IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE YEAR PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED, AND THE DENOMINATOR OF WHICH SHALL BE THE INDEX AS OF DECEMBER 1 IN THE PRECEDING CALENDAR YEAR. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR. 3. CONNECTION TO TOWN CENTER DRIVE. THE OWNER SHALL COMPLETE CONSTRUCTION OF AN EXTENSION OF "ROAD D" AS SHOWN ON THE APPLICATION PLAN AS A VEHICULAR CONNECTION TO THE FUTURE TOWN CENTER DRIVE IN THE AREA SHOWN ON THE APPLICATION PLAN, TO THE STANDARDS CONTAINED IN SECTIONS 14-410H AND 14-422 OF THE COUNTY CODE AND SHOWN ON THE SHEET OF THE APPLICATION PLAN ENTITLED "CONCEPTUAL ROAD SECTIONS" (THE "TOWN CENTER DRIVE CONNECTION"). THE TOWN CENTER DRIVE CONNECTION SHALL BE COMPLETED BY THE LATER TO OCCUR OF: (A) EIGHTEEN (18) MONTHS AFTER ISSUANCE OF A FINAL SITE PLAN APPROVAL FOR THE FIRST PHASE OF THE PROJECT; OR (B) EIGHTEEN (18) MONTHS AFTER THE OWNER OF TAX MAP PARCEL 32-50 DEDICATES TO PUBLIC USE THE PUBLIC RIGHT-OF-WAY DETERMINED TO BE APPROPRIATE BY VDOT AND THE COUNTY ENGINEER FOR THE TOWN CENTER DRIVE CONNECTION, AND ALSO DEDICATES TO THE OWNER ALL DRAINAGE, CONSTRUCTION AND OTHER EASEMENTS NECESSARY FOR THE OWNER TO CONSTRUCT THE TOWN CENTER DRIVE CONNECTION. FOR PURPOSES OF THIS PROFFER 3, CONSTRUCTION OF THE TOWN CENTER DRIVE CONNECTION SHALL BE DEEMED COMPLETE WHEN IT IS READY TO BE RECOMMENDED BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS FOR ACCEPTANCE INTO THE STATE -MAINTAINED SYSTEM, AND THE OWNER HAS OBTAINED FROM THE COUNTY ENGINEER A WRITTEN DETERMINATION THAT THE TOWN CENTER DRIVE CONNECTION IS SAFE AND CONVENIENT FOR TRAFFIC. THE TOWN CENTER DRIVE CONNECTION MAY BE SHIFTED FROM THE AREA SHOWN ON THE APPLICATION PLAN TO A LOCATION MORE SUITABLE TO BOTH THE OWNER AND THE COUNTY WHICH STILL PROVIDES ACCESS FROM WILLOW GLEN TO TOWN CENTER DRIVE, UPON APPROVAL OF THE COUNTY ENGINEER AND THE OWNER. DEVELOPER: SUGARAY TWO, LLC, CHARLOTTESVILLE, VA 22901,434-978-1766, 434-978-0188(F); CONTACT: GEORGE RAY PROPERTY OWNER: WILLOW GLEN ALBEMARLE, INC. 690 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 ' 434-978-1766, 434-978-0188(F); CONTACT: GEORGE RAY TAX MAP / PARCEL #: TAX MAP 32- 49K PROPERTY ADDRESS: 3655 & 3621 DICKERSON ROAD, 1430 BLUEGRASS LANE PROPERTY SIZE: 4.613 (PHASE 1 PARCEL ONLY) ZONING: PRD (AS OF 10-10-07 - ZMA #2006-00019) MAGISTERIAL: RIO COMPREHENSIVE PLAN: RESIDENTIAL- URBAN DENISTY (6.01-34 UNITS/ACRE) (AS OF 10-10-07- CPA #2006-00003) PERMITTED DENSITY: MAX. 234 UNITS TOTAL = 9.88 DU / AC (36 OF 234 UNITS WITH PHASE 1) DRINKING WATER NOT APPLICABLE WATERSHED: PROFFERS: SEE "REZONING CONDITIONS" THIS SHEET FOR DETAILS WAIVER / VARIANCE A CRITICAL SLOPE WAIVER WAS APPROVED BY THE PLANNING COMMISSION ON 8-14-07. REQUESTS: SURVEY SOURCES: BOUNDARY & TOPOGRAHPHIC SURVEY: THOMAS B. LINCOLN LAND SURVEYOR INC., APRIL 1, 2005, REVISED JULY 13, 2007; AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF PHOTOGRAPHY: 3/10/05, DATE OF COMPILATION: 3/22/05 DATUM: NAVD '88 BENCHMARK: ACCORDING TO THE SURVEYOR THE BENCHMARKS USED WERE BM 1, BM 2, BM 3, AND BM 4 AND WERE ALL NAILS WITH FLASHERS. BM 1: ELEV. 586.76 (N 3936754.00900, E 11497204.60100) BM 2: ELEV. 563.71 (N 3935868.52700, E 11498621.43700) BM 3: ELEV. 525.40 (N 3934343.26900, E 11497587.28300) BM 4: ELEV. 577.90 (N 3935550.68900, E 11496624.86100) BREAKDOWN: SETBACKS: REFER TO SETBACK CHART ON SHEET 7. MAX. NUMBER OF EMPLOYEES: NOT APPLICABLE PARKING REQUIREMENTS: SEE THE PARKING DATA CHART BELOW RECREATIONAL AREA: 111,217 SF - CLUBHOUSE, TOT LOT, PARK, POND AND TRAILS ARE AS SHOWN IN ACCORDANCE WITH APPLICATION PLAN PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWM EASEMENTS- SEE PLANS FOR DETAILS. PARKING DATA: OVERALL UNIT TYPE 1 # OF UNITS REQUIRED/UNIT GUEST; TOTAL REQUIRED PROVIDEDN _ _ ,..____ i.._-........_...._._.�.,_.' [§ij4.ld.EE--I�A�fCY--D'ET-AC-H-E'-D--(-L-OT-S40-49-& S 40 49 & 143 i50 I 22 ,..._.__......__ ____.__�._ 44 ._._.,..___....__....___ _....._. _..__._.r....__..�..-_4:.-.�._.____..__ F , 0 I 44 44 EE -_.._ i _ .._, j ________. __ ___ __�__ -- DUPLEX L T� (O S 39, 127, i42 & 15i 5 _,_ __ _ ___ ~16 � _ _.-__ ._. _ ___.. __. ____�.___.. _._.. ..___ £ i 2 18 18 IE _ _ _ TOWNHOUSE (LOTS3-f38, 5C-73, 75-83, 85-111, 113-122& 128-141) - _ _ .._.___ -______-----------I________ __ ____ __�__.__ ________.-..._______-.__ ......._..____ _ _-_.._ _..._..__-...__M_..._._--.,..-,...__..__.._........_ _- 16' w ith NO GARAGE ( 2 PER -CONGREGATE) _3. 54H __� ______.__. _.. _ 10_8. _ _..,_ __. _ _.... ____ _ ..W.. _.. _. 0 ( 108- 1-08-µ 20' w ith 1-CAR GARAGE (2.25 PER, 2 ON LOT) �- 1� 18 _ _ ._ 36- _. ____.-_ -_-__._...._. _. 4 I 40 � i 40 E _._._�_._. _ ._ __-__ 24' w ith 2-CAR GARAGE 2.25 4 ON LOT) 2 A ( PER, T) 48 _�_ ____ 96 ____-..-.-._..__ ___ 3 ._._-__-_ * ___ �� , 12 108 192 TOTAL:; 120 240 16 I 256 340 ..-,,.__. __.._._w_ __,,.._ __._------4 ___ �...-_ _.__..,........_._._..__.__ __.. __.__ ___.._... ...._._-..._._._J-__"", _.._w-___ v.._-.......__. CONDOMINIUMS (LOTS 1, 2, 74,84 & 112) s..,. __. _- I , 1 BEDROOM 1.5 PER -CONGREGATE) 1 ( 16 24 _ ^ ' 0 i t 24 __.___.___._._...._..___T_.___...__.- 2 BEDROOM (20 PER -CONGREGATE) v ry I 54 _-.___. _-.- .-__-______ 108 _24 �. 0 -- 108- - ---108 ---- 3 BEDROOM (2.0 PER -CONGREGATE) 12 - _... .. _ .. .... _ .. . 24 0 24 i 24 ... .... . ' TOTAL:. 82 156 E 0 156 I 156 A-DDITIONAL ON -STREET PARKING F--- - �- ---�_ - I 4** _ _- _ _v______ I__ _ ��-......_�..._w....- 9 TOTAL � �1 232 _ 456 _ F _ i _ 18 474 562 _ E E _- ______.___..________ _._.______._______.�._ �i_ _...._...___..._..,.,.,.___-_._ F _ _�_ -------- _.._._...__...__...____.._..._....__.____._....__.__..._..._..;,.._.______-..._-.__.:___. I _.___...............,._._.-____.__.----.-._ ___._...___.....,_....__.--.---_._._,._....__._-__..._..___, _________._.____.__---_---tes: I GUEST SPACES ARE NOT REQUIRED FOR UNITS WHEN PROVIDED PARKING IS GROUPED TOGETHER (i.e. PARKING LOT CONDITION). I _ .:__..___.....-....,.-,._.�.._...,-....-.-_ -._. _ _ :._ .. _ �...._..-...._. THE MAXIMUM NUMBER OF UNITS ALLOWED I 4. E t S 23 , * 24WI '-DE TOWNHOUSE UNITS ALL HAVE 4 SPACES ON THE LOT -2 IN GARAGE AND 2 IN DRNEWAY). THIS EQUATES TO 1.75 EXTRA SPACES PER UNIT_-OR----- _ (1.75 X 48) 84 EXTRA SPACES THAT CANNOT BE USED BY OTHER_._____..____._________ UNITS FOR GUEST PARKING. THEREFORE, FOR PURPOSES OF DETERMINING ADEQ_UATE___ PARKING, THESE 84 SPACES SHOULD BE SUBTRACTED FROM THE TOTAL PROVIDED ON SITE, WHICH IS 562 SPACES. THE RESULT IS THAT 478 (NET SPACES __.___.__._.._.__.M_.__________..�_m_-. v_ ..... ( ) _!.r_ - -EXTRA ARE BEING PROVIDED TO MEET A REQUIREMENT OF 474 SPACES - RESULTING IN 4** SPACES, WHICH ARE ON -STREET. ___......_...._...__..._............�._....._.�._.---..___ -___..-..-_....�...�__...--.,.-......__.._......-....__._.__..--..................__,.-,.....-_..........._:....,..-......._--......-...--.._...__ __...._...,.-"_......__..-__,.,.-___.......-..-...__ PARKING DATA: PHASE 10 N LY _.._.._...._.....__.............._....__...._.... ___....._..._._....................... ___ UNIT TYPE I # OF UNITS 1 __._..__....._.._........_._._.._..........._........_...._.............__.._.........._....._..................._._._............._._.._..........._._._............_................_...._.... REQUIRED/UNIT GUEST. TOTAL REQUIRED PROVIDED 1 _ _ _ _ _ _ _ _ _ _ SINGLE FAMILY DETACHED (LOTS 123 127& 140 148)I _ 14 _ ______ 28 _ _ 0 i _ __ ___I.__..___.._ 28 i __,_ 28 __ j t i TOWNHOUSE (LOTS ii3 12& _ 128 139) __ _____ (,_,W_.._____._w _ 16' w ith NO GARAGE (2 PER -CONGREGATE) 6 12 0 12 14 ,._,..�...�__...�__.._..__.,...�_�........_.__._�__..._._�._:_.,_-. ....�_.-....__ .__ . 20' or 22' w ith 1-CAR GARAGE (2.25 PER, 2 ON LOT) __.._.....,. __.....__ 4 .._.._ _.......... 8 -. ...�..:...,..u..,...,__. 1 i ,.,....[_____---------1 9 i 9 1 _____._._.__.__......._ -_ ._---._-. �._ __-.�......_...__..-_- 20' or 22' w ith NO GARAGE (2PER-CONGREGATE)� _ 12 -.. -�� __.._-... 24 __.._ _._�.. 0�_.._..} _-....._. _-.___ _ ___..__ 24 .r...-� _.__I 26 j TOTAL 36 44 1 i11- 45 E I 49 TRIP GENERATION ESTIMATES: CODE ILAND USE ---------__.__ I_AVG. WEEKDAYTRIPS -ADJ. STREET PEAKS SATURDAYJ SUNDRY (PER UNIT) ; AM (PER UNIT) PM (PER UNIT) 210 (SINGLE-FAMILY DETACHED r 9.57 0.75 1.01 _ 10.1� 8.78 l. ..,._,_...................__.�.._ �_...._-._...-.__....-_.-.._.__.____.._....._._.__.._........ _.._...._._.-._--__._..... _. _ _.__. _ �_... ....._._�._. __..___..___...__ I... __ (MAX) ._________._ r__...___ _ 211 ___. ..__ __________,_,-..-----""-----.�",-"---,------------,-.-, 17I22 222 I 193 _ . ......... . � .... .................... ...... y _ _ _ .. ._ _ .. _.. E .... _.... .. _ ... .. ..... .. .. .. . I i y E £ ....... . 3 __ I £ I _ 230 _¢CONDOMINIUM /TOWNHOUSE / DUPLEX 5.86 _ I 0.44 �i 0.52 _5.67 � 4.84 ( 212 (MAX-) W _ 1,242� _.____ 93 I 110 v1202 LL1,026 s __._-- -------- .-_ ._.--- -__--____._______. TRIPS GENERATED 1,453 110 132 1,424 1,219 I ...___._..m.,-_.,.___..._..m__._----- ........�.__.._____..___.._ __.____ _.._^_�.., .._ 1_ .___.. _�..,,-___........: ..__.. m_:_:_:::........_....__ __m __ �..._.__1 ....._:._._..__..�._,,__... �.....__...._.... .._..__..__._....�..___.._____...:.....w...._ .._....._.. _ ._ ._, i i 1 .......__ ___.. ,_ _ __.. _.........__ .._.�____..____.._ , __. _,._.�_ �-____..__.._...... ____.,.---".._.�..__ £ *1/3 Trips anticipated onto/from Dickerson Road and 2/3 trips expected onto/from Town Center Dri4e. STANDAR-DS AND SPECIFICATIONS: 1 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. � 1 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA 1 EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 1 1 4, INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. � 1 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARD, 2009 EDITION. 1 1 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. 1 1 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD -ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, 1 DATED 2003. 1 1 8. VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION. I Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com z w F-- z (D Ljj o F¢- z3: Q Q w 2 z n (D z J � � � W 1 W � �: 0 u' o � � U Z 2 � � z Q ILL)� = ~ W c� � m w o Q �- 1H * w O z 0:�_ u) J i V M OF " G t f_�o , ," O ", v Allan G. Fnu&di i � Lic. No. 35326 W CO )Q4, ��s I O �6 1vA L SCALE: ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- MSPA SUBMITTAL: ACSA COMMENTS 2. 08-02-11- MSPA SUBMITTAL: STORM'F ADJUSTMENT 3. 02-22-11- CONSTRUCTION: REV. WALL H & STORM P 4. 03-29-12 - LETTER OF REVISION SUBMITTAL 5. 05-08-12 - LOR #1: COUNTY COMMENTS REVS. SHEET ( : M a6/bill Z OF 23 + + + + + + + + + + + -f- + + + + + + + + + + + + \+\ + + ++ + + + + + + ++ + + + ++ + + + + + F+ + + + ++ + ++ + \ + + + + + + + + + + + + + + + + + + + + + + + + + + + \\ + + + + + + -f + + + -� + + + f + + + + + + { + + + + + + _� + + 10' REAR SETBACK, P. + + \ + + + + + + + + � + + � + + + + + + + F------— — — — — — — — — — -----� + + + + + \\\\ + + + + + + + ++ - + + - -� + + + + I I + + - + + \y + + + + + + + + + I I I I + + + \\ + + + + + + + + + + + + -� + -I + + + +. -� + + I I I I I + + + + + + + + \ \+ + + + + + + + + + + + + + I I + + + + + + \ + } + + + + + + + + + + + + + + + - + + + + I LOT 113 LOT 114 LOT 115 LOT 116 I + +c MI 70N + + + + + + + + + i v + OP N SPA E + - + + + + + f I + + EEA IS DLSIGN*FED F R + w I I I I w + URNJAROUNP AND SH LL + I I o + + + Fn I I u_) + / ff ARgD OR SIGNED ' _ / + f + + { AS11O PARKING -TOWING 'CE — --I �- E F R D'f- — r-- + + + j + + + 30' FRONT SETPA K,,TYP. '�, -- \ A 0' + + + + + TA� { + Gw, c V ...., .. ... .. :...:. .. . . .:>- _ , _ , ,..,':...,, .,. -'. .:& :.E ,.i.. ^nor;,,.., •,,a;<„ ..,. + ! < w+ 'v~ vo ,.<,_.... _ BARKING t r / + 0 A TM P 32-46 26.06' / S58 0 21'07"W 11.42' / 12'-6„ ol (CONCRETE PAD WIDTH) 11'-0 \� (INSIDE ENCLOSURE LENGTH) EMENT. i i \9 ti3ti v0� ti32 -- �. '' 00, 10�/ x / Soo / / 01 \ A3N GRADING/ACCESS EASEMENT; TYP. cp 0 O� k'- O 36 D.. .:001 100, l \ �\ 000 v0 R ^ V \ 3 pA Am 3 WIDE BY 7' TALL GATE O (OPTIONAL) w 10 CUBIC YARD o TOP AND END 0 0 --- I LOADING z �\ CONTAINER w 8t \ I 6 LX6'WX7- H z w \\ J Fn 0 I Q Z z N wui 0 o U Z U �� o I SWING BFI CONTAINER ENCLOSURE NOTE: ASPHALT DRIVEWAY MAY BE SUBSTITUTED FOR SINGLE-FAMILY HOMES- SEE DETAIL: 6" DIAMETER PIPE BOLLARD CONTAINER ENCLOSURE SHALL BE MIN. 8'-0" HIGH 3/4" DIAMETER BY 11/2" DEEP RECESSES FOR GATE CANE BOLTS. PROVIDE TWOT EACH C A GATE IN CLOSED POSITION, FIELD VERIFY EXACT LOCATIONS 6" DIAMETER PIPE BOLLARD CONCRETE FILLED, SET IN CONCRETE 3' BELOW GRADE EXTEND 4' ABOVE GRADE, PAINT OSHA YELLOW. DESIGN CONCRETE PAD TO WITHSTAND 10,000 #/ SINGLE WHEEL LOADS DETAIL B-017 N.T.S. n{ Q. TM P 32-50 / GRADING, POND AND PIPING BY OTHERS. TYPE'C' �j V / / y f/ C 0 10, 20' 40' 80, Alan Franklin PE, LLC' Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com o Lrti or, ,G � � r cry Alan G. Franklin Lic. No. 35326 NA L SCALE: 1" = 20' ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- MSPA SUBMITTAL: ACSA COMMENTS 2. 08-02-11- MSPA SUBMITTAL: STORM 'P' ADJUSTMENT 3. 02-22-11- CONSTRUCTION: REV. WALL H & STORM P 4. 03-29-12 - LETTER OF REVISION SUBMITTAL 5. 05-08-12 - LOR #1: COUNTY COMMENTS REVS. 6. 06-07-12 - LOR #1 CO. COMMENTS SHEET OF 66101(l2 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com or G � I �r U� r� YUm G. Frar&dlli 0 Uc. No. 35326 W O I o ti NA L SCALE: 1" = 50' ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- MSPA SUBMITTAL: ACSA COMMENTS 2. 08-02-11- MSPA SUBMITTAL: STORM 'P' ADJUSTMENT 3. 02-22-11- CONSTRUCTION: REV. WALL H & STORM P 4. 03-29-12 - LETTER OF REVISION SUBMITTAL 5. 05-08-12 - LOR #1: COUNTY COMMENTS REVS. SHEET r4/707/Yz OF 23 -1 - __ / _ - ! 1 -_ ,11, - b - - ------- -- � 1-- ..-"-.I-.-- I / / ///' /.111 - 11 - - . � � . - I I / I I - ----- - S I TMP 32C3,-A . ...... . __.._ _ ............ ---------- - -- y -"��"(�,-�,-�--,r-,)--Stl-��,-,,---, i / I / , 11 " \ __ ..... __ 5 __ __y__" rry-, -, --� ,-,1r,,-,,,- r-) i I i. ___ .......... ... ------.-I' .----,/.._- r_r-K--\r_(-y--�r,( I // / / 0� I - ,CN _ '.-..,,,,_ PLANT LIST FOR PHASE I (REQUIRED BY THE COUNTY): ....... I-- I I ; /Z' -1 �r_r 1, ,---'' S '111-- . .. ....... __K__" - -- \ /I ; �r�l f i r lf� _ "I'll.11,1111.111.�1.1.11.1�,�11.11.11I ... "I'l"..,.."�.I.�1.11.11�,,��,�.�.'I . ...... .... ..... .. .. I .. .. .. I .. ..... ........... - ... I-- ..... .... I ... ....... .. ..... .. .. .. .. 1-1-1-11.1-1-1-1 ... I .... I ... 111.111.�.I.�.1.11.11�ll,",.,''I .... \ _`,� _y__\ ,_ K, r,(, _-, __ __ - . - I __�� " _( /I t _�_'1______ LANDSCAPE SHEET NOTES: - ...... � ... .. .. . .... .... I ......... .......... - -, . ......... .. . � .. ..... ................. ........... .. ..... ......... . � .... ... .. .. ............. .. ..... - ........... . ..... . .. .... � . .. ........ � . .. ........ ..... ..... .. ......... .................... ... .. .. ..... .. � ..... ....... .. .. .. .. . .. .. ..... . . : m e - , ' * ta � Com merits -, W-C-11 (__1 __ ____ __ __ __- __ __ - j r7 i 4---,l /I ,-r /I / , � ___:��____ --�Z_ _ 1. SEE THE FOLLOWING SHEET (18) FOR LANDSCAPE NOTES AND TREE CANOPY CALCULATIONS.. Label, -�q� - 1 G o.m mo n H. a, �� , I , q,!., a m e 1-Y-) ______ I --- I—I.I.I.-�,-��.-------,-----,---,,—,�11-1—�1.1�'ll-Ill"-,--------.�-l-'.--,,.,,,,,.,."-",,-,,,,,,,-,-","I_!4uart. y 1 Caliper i Height, RarA i - _- �%�i -1 111--11-111 _\ -.-"- 2. ALL LAN DSCAPI NG 'GREYED' BACK IS NOT REQUIRED BY COUNTY STANDARDS. THESE PLANTS ARE SHOWN I ------- !�.1__1____11__1, -.1% ---- I'�--A.%�ll,",.�,,�-.111-1-1�11-11----I - ------ ----- - 1..1__1__1___1111 'f _____i ... i I - r'. 1-1 __ a- 1 __ ,r`�, /' // 1- ___ - AA Axmianchier arbcrea'AubufmBrilliancel J,Aulun-n SiribnDa. SEsvice-berry I 9 [ � I R&B 1 foA& trunk {�,' 5 Jr unks) -, dens�ei urifor,rabrary,chingl, I 11r,r-y,rry_'r_( �_, / / / / , / / , __ FOR SPATIAL PURPOSES ONLY. THESE PLANTS ARE IDENTIFIED ON THE SUPPLEMENTAL LANDSCAPE PLAN _ 1� - _ __ __ _. - r� I / I-, LANS. -------i-------,---�------,----,"�----------------�,--�,---------------i i 4� AB Alv,wia. abi1if,clia'Brillianti3 sky& _�� - , T - I - 1-1 - __ 4W _� 'r-�ir�( _1� __ - __________________'_J -;; I ____ --- ______ -11, --Air ,� (Z) // SHEETS (NOT INCLUDED IN THIS SET). CONTACT THE LANDSCAPE ARCHITECT FOR THESE P 1-11-1 1_ 1_1:__1 B�iiu t .,� ckaberry 1 17 � 3G I Cai3a, forrQ h,mRiTy ccVcy; uniformixandiing.; 6 0.43� I II------- ----------- ------------,-,-,--------------------. __ I—- ____3 __ - ---------------------,----------,--,-------------,--------"---- �"-------------------,-!,-,---,-,-,-,-,-,-,---� ---- � ,,, - ./� - __ - - /_ / // ,_� ,��' " i I I I B&B �, �,4! t y T�,�. -mad lip -ad __ 3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPTANCIES, REQUEST SUBSITUTIONS AO Acer f=u,fn' � Ober C� 10f I 11 - __ / I / ) , ----- ------ - - - - - -------------- �_: t14L___,_, __________1 ---- v-1-1111 ��111� __x_ W_0!,�� --------- ". __ __,� ?"l-, I ..... __11__1 _ I , J��rs A 3; bah 11 � I AND/OR CLARIFY ANY QUESTIONS PRIOR TO ORDERING. .___1_11___11__1____ i __ I -1-1 Ba !E, ar3dffb/fa'Ek,sck;_--r(s BruemBe-sutv' 1&-ackaYs Bruwnl3pasuty anoma I 10 __ - 44 �Ib " , , " - ,1_1 - - __ / - I -,--- 1 ------ --"--,-�"-.",--�---,-------------..",-".-----�-,�-�,-�----1-1--.-,� �!! - I-,--- MlIq _,___,____j ___ 133.13, I , EYU�l , - ----- � 1_1.___1_11__ _ __ - .- - 111'�, - - - __ __ --' ___ / 4 _^ \/ \\ ,, _�� _� 4. LANDSCAPE CONTRACTOR SHALL ALSO INCLUDE ALL PLANTS WITHIN BIODETENTION POND. SEE SHEET 5 EINI Bims c -M I ---- I _A__.1_..________1i ! I --------- --d I - __ __ - -200 ,� *%� __ / _\ rdomph a - -qinteTr3-C KovEmnl3mycod 1 '30 -31-1 L61 - - frrim,cr�e-sw _-�hg��LiT calcy; bS1,srr__3d,fbfMi 15'O.G. /!_�p!f _q�qt____j _____________ ----------- ��_,__i� ------- _____� � � __ WITHIN THE PLAN SET TITLED: WPO: SWM- E&SC PLANS FOR WILLOW GLEN PHASE 1, DATED 5/2/2011 FOR _ __._ _1______________T � _____ ____L _ , - ____ ------ --------I'-- I __ -_ -- -_ - - I , I /\ - _� �1� _ � __ -) BVII B_-bjlap4��' U-17P B&13, I , 11 k"I", �� T�4'116_�_-Zrsa� un�p��--Q"-----,�,,-�,�,-��,-,,-,-.,--� ... I / : / � __ DETAILS. _ _ ___ _,___________,__,___,jU Rivar Bich 1 4 1 -I .,,� --- - 1", ...... ... ....... ___ i __ - ____ -_ ____ __ - ---- _____________ __1___ ___ I 111-11 ---- 111111---l"tt -.--. - - " _/ � I ')-Y--)- 5. ALL COMMON (PUBLIC) SPACES SHALL BE SEEDED WITH A TALL FESCUE BLEND AT A RATE OF 75-150 LBS./ CC Gafcis cana6erts is 1 Eas bff n Raffiud 1 4 , 1-1.,T- ,I 15G iStra�ghibrunk:',ix.ar,chirqb�Egir,SA2:'balanciF--dh.as-eI I / . - i I A* ,/ F_ r i i -11 � � . I 11- -11-11, ___________11_1 -.---. ",-.-,."",�-,.-,----,--�,-,--', . ...... ......... � --- - ----- ------,,--.,.,.-----.�-�..�-,--",----.,.-----,--------,,--,----------.-I -, / 1-1 __ __ ___/ I I- ACRE; EXCEPTIONS INCLUDE: THE BIO-RETENTION POND (SEE NOTE 6 BELOW). I ------,r 5 -,, � - -- --_ ----------j&, r-&--ei-4,1-,-----------------,------,---,--,---I �5 1 4 S81J3 !Full bg,ar,d-,d-E-mebroir-Iiirg,,st,,raight pyTxddaIfbTm - / "I, . __ I- -` - CD Pe4us dew,ara . . - � I . 11--,---",--",---------��-,-"---------,--,�--�--�-----------,- - --- --- ---'-T- _____________________ — ----- _____,_________________ - I" / 4# / \ 6. ALL BIO-RETENTION PONDS, BIO-SWALES, ETC. SHALL BE SEEDED WITH A MIX PROVIDED BY: ERNST __ V I I - - _!:!�-1__Pqm,L1 G_cd ___ I / ___ ____________________ , i ------- _-F / __1 / -,* � , i . CF Owtus fh_-r6a'Charr2kin_e,Gh& 1ch-arci.,eec 11 11_1.5r� B&B 1 §Stt�f �!, �L n k, I �! �q � t Lir U I i-A_ __ — - nins at 2: belanciad hsad-------- / i �_� -_ ( \ CONSERVATION SEEDS, 800-873-3321. REFERENCE QUOTE #1 02673, DATED 5/4/12. APPLY AT A RATE OF 20 - _____T____ . . - / I ***� ) \ LBS. /AC. BIO-RETENTION AREAS MAY BE MOWED 1X[YR. EITHER LATE FALL OR EARLY SPRING FOR THE q ___ gyg A b-a "(ps hind Yom hii-* _77 F 4 , 16r. 1 Full se brsach , stra ht p T�miiM form - "'� I- -i-a-Ilp-la--Ii---,----.,,,-,,,,,-.,,-----.,------- ________,,____��_.psn .�75 , A lia ____ __________1__.._ ,____ --- _------ __ � � .... ��a 4yF_ J�V:��ngder, � _y .__ - �, , ,---.---,---�ll,�VIL----,�1Q.-�-- � ________.,__________ ", I-- _� f, . --- ",-,----,-[ � Rrs fi . - ,� ----' I �, � \ FIRST 2 YEARS. MOW HEIGHT SHALL BE NO LESS THAN 6-INCHES. AFTER THIS PERIOD (OR ONCE ,ICK Cornus. kcts a'StdIx FnW StA_ I a- Pink Khm a 09, --..-,- I—— I 1_1 5r, � IMS 10 trunk: bianc -, I i 4W 1 - �_ . 1-1 '_� __ I— ----.,---"---�,---�..---�l-------,.--�--l-Illl.-- �,�l---�--l'----�.�",-��"-,- 94 — ----- ___ __!i, , rR ._�,� '51�_____n ,b_QL ,2; talaar-r- J haad ,---".,--,.,-,.---��---,��,-,�-,-��----",�,�- --il-_-,�_ - - i � I EX. TREES-T& REIVAIN- -- _ �_ __ __ COMPLETELY ESTABLISHED), MOWING INTERVALS MAY BE DONE EVERY OTHER YEAR. C, 1---T--i- - Cs CoTnus 5�,ff iz� pa-6,cs cod, 30 3 G � Deme form -, unif4mbTa O.Q �_ __ - I �' -_ -_ 1�� 4-VC ft __ __ ----------- i __��LE�-Dagly.2--__ - ______,_,____F_______1 _n=__.± __KC-�1- -MI-ILm- -6 - ----- ___11 - �_ I ---A - :r 1-1 z CY Caly canttwss f [a dus �A'1911_rrs'l Althans,rtx� S%yeatsiyLb 1 3 3G I Cenias. f aTrq:haaUrycck_r; unif ormbrandiing: Ei O.C. i - I - * I ------ I __________11__.1_.,__, - ---- ___1,____________ ----------- __ .,L, i / - - z /��- 13-CS - I .- - - , 1 ------- -_ ______ I -------f-------- - ------------------ ----------------------,---------------� - - __ I �. I _, - F1 Fzfsythiax intarnr=dba'S�xingr3W, I F4-x1ng GVxy Fbrsythia I 29 3G 1 Dame f,wrg haafthycrdar; uniformtw-anchirg; 13 O.G. __ . , - - 1-SB 1 1 17-AB I., __ � ), �-) ,_ __ I—. --�--------------------�,�.--..------ ,I------ ___ .�".-,---,i--"—,.�-----,-,----"--I ____ _ ----- �--,--�-�-----,-�--,-----,--�-�-I - - I ------ _____ - - ---- r .............. 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I / / / / z 19-RC 1 ! 1 -CC i a I I-MV \ \ \, � / 11 , I I : :� 0 - ___ ... . I � - I", . , '-I- , , \ f / " / \' __,_ - \ 11 11 / / -, - I ,,, I'll 11� '_1' ,_',____ \ \ / � 1". \ 1, \_/, I . I / I 11 1_� \., /I ,_ 11� \ , - ��_. 4_- "I , " � / I ,\ / -,/ / \ / I " / -� � I /_11 \ 1\ \ \ / I \ — - - - --"- � � , , /I / I , / ., �, --,\ 11 I " o . j I - / fl ------- - )z ) , )�/ / - y ,,, / / //, , Y/ , 11 // / �. f f/ / f '1Z " " , . /, , .., /// \ . .1 / ,// /I / �#// -,-a- / / . ( -, X � , 1, 0 10F 20' '. ,� V / 11 Landscape Architect telel 434.531.7507 el swedwards8l68@gmaii.com www.edwardsdesignstudio.com . �_ (j Z Lij :5; 0 ;7 < Ljj 3: z 2 0 — z 0 < z = I < > j - CL a_ LLJ � �-_ Uj F___ :i z 0. U) D < cr_ 0 0 0 0 LLJ z _j W 2 0 M 0 LLJ < z _117 75; < — F_ 7� M I 0 _j F_ < T-i #� 0� U) 0 _j < r 4" VVU op -T I V , �1!�, ,� J, ", U !7 Steven W. Edwards t7_1 CerL No. 0931 E__4 17 Cj � �� q (I C ,I.p E, NV- �� SCALE: NONE ISSUED: 05-02-11 REVISIONS: 2. 08-02-11 - MSPA SUBMITTAL: STORM 'VADJUSTM ENT 3.02-22-11 - REV. WALL H & STORM P (CONSTRUCTION) 4. 03-29-12 - LETTER OF REVISION SUBMITTAL 5. 05-08-12 - LOR #I: COUNTY COMMENTS REVS. SHEET 7r? _ -1 Of 23 nll-?-. I 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1"-CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3. PRIOR TO ORDERING AND INSTALLATION A PRE -CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4. STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED. 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH. 11. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LAN DSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2-INCHES (2") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 36-INCHES (36") IN DIAMETER. 14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES 1-INCH (1") CALIPER OR LESS AND OTHER SELECTED UP TO 6-INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. 15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING SHALL BE DONE ONLY FOR CORRECTIVE MEASURES. 16. INSTALLATION OF ALL TREES SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE. 17. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. GENERAL LANDSCAPE NOTES TYPE (DETAIL, SECTION, ELEVATION, PLAN) FAI PHASE 1 TREE CANOPY (REQUIRED BY ZONING): A. REQUIRED: Acres Site Acreage: 4.613 Farmland Credit: 0.000 Recreational Credit: 0.000 Open Space Credit: 0.404 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: 4.209 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for Canopy 4.209 Min. Tree Canopy Requirement: 20% (see Section 32.7.9.9.b) Total: 0.842 Equation: Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area: 0.25 (10,707 sf) Bonus Factor 1.25 Total: 0.31 Equation: Preserved Area X Bonus Factor = Total C. BALANCE: Acres Tree Canopy Required (Al): 0.842 Tree Canopy Preserved (B): - 0.310 Additional Canopy Required: 0.532 (23,165 SF) Canopy Provided: 1.290 (56,151 SF)- SEE CANOPY CALCS. ABOVE FOR DETAILS 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) ADDITIONAL REQUIREMENTS FOR PHASE 1: 5% of Paved Area: Paved Areas: 25,995 sf (0.60 Ac) Required: 1,300 sf (0.03 Ac) / 50 sf = 26 Proposed: 27 Trees Screening: As shown on plans via evergreen plantings. ARB: Not required on this project. STREAM MITIGATION: Not required on this project. STEVEN W. EDWARDS Landscape Architect telel 434.531.7507 el swedwards8168@gmail.com www.edwardsdesignstudio.com � 00 o��,Lrt-t o�� I r UO j Steven W. Edwards t-' CerL No. 0931 F' U scf! � G oo###+++*O SCALE: NONE ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- ACSA COMMENTS 2. 08-02-11- MSPA SUBMITTAL: STORM 'P' ADJUSTMENT 3.02-22-11- REV. WALL H & STORM P (CONSTRUCTION) 4. 03-29-12 - LETTER OF REVISION SUBMITTAL 5. 05-08-12 - LOR #1: COUNTY COMMENTS REVS. SHEET r o (rl /IZ OF 23 SEE INSET A FOR CONTINUATION Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com rw> r Allan G. Franklui Lic. No. 35326 W N A L SCALE: 1" = 20' ISSUED: 05-02-11 REVISIONS: 1. 07-15-11- MSPA SUBMITTAL: ACSA COMMENTS 2. 08-02-11- MSPA SUBMITTAL: STORM 'P' ADJUSTMENT 3. 02-22-11- CONSTRUCTION: REV. WALL H & STORM P 4. 03-29-12 - LETTER OF REVISION SUBMITTAL 5. 05-08-12 - LOR #1: COUNTY COMMENTS REVS. 6. 06-07-12 - LOR #1 CO. COMMENTS SHEET O�ti OF 23 Application for Letter of Revision Final Site Plan Name and Number: `"'R N ❑ Letter of Revision = $100 -F c" 0 0 I s7 Contact Person (Who should we call /write concerning this project ?): C VA- 4) � 14K -r City VV T/ ulq�- State K- Zip _2� 61 Daytime Phone i�"'G L - bj VT. # � � 7�' [ t 0 E -mail Owner of Record Wt4 W) 61 L-r� %kV4 q,-YK RALA!, . 'rJJt ' Address 6q4 9ML-_W A,:tZ (1� 1L_ "!!��ity evrlo LL-el Daytime Phone ( _) Fax 015l Applicant (Who is the Contact person representing ?): Address pCityy State Daytime Phone Fax # E -mail SUBMITTAL REQUIREMENTS: VThe appropriate fee, iThe site plan number that the change applies to, IK A request letter describing the proposed changes from the owner or authorized agent, zip�1 Zip [(� 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan, or on an 11 "X17" copy of that portion of the approved final site plan. Owner /Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my knowledge and belief. Signature of Owner, Agent Date Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR # Fee Amount $I(A(Y) Date Paid -113y who r eipt Ck# y: n County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296 -5832 Fax: (434) 972 -4126 1/1/2011 Page l of t INSIGNIA DEVELOPMENT SERVICES, INC. George W. Ray, Jr. President Marilyn J. Swinford Vice President-Operations Jane H. Ray Vice President-Administration MEMORANDUM TO: Albemarle Coun ing Staff FR: George Ray DT: April 5,2012 RE: Willow Glen Letter of Revision By Hand Attached please find a Letter of Revision Application,the appropriate fee and the required plan sets. This Letter of Revision is for Phase I of the Willow Glen project near the intersection of Dickerson Road and Town Center Boulevard. We are requesting county approval of the following changes: 1. Pursuant to our earlier discussions with the county staff we have relocated the storm water pipe on top of the retaining wall and made it roughly parallel to the property line between Willow Glen and the adjoining parcel to the west (TMP 32-56) to avoid rock. 2. Also pursuant to out earlier discussions with the county,we have relocated the retaining wall mentioned in Number 1 above to make it roughly parallel to the property line. 3. We have adjusted the rear lot lines of Lots 140 through 148 so that the rear property line of these lots is roughly parallel to the retaining wall. The result of this is to create lots that are deeper than reflected on our original site plan. 4. In addition,we have widened Lot 141 by three feet (3') in order to accommodate the builder's preferred plan for his model home. The lot line on the south side of Lot 140 was moved three feet and the lot line in between Lot 140 and 141 was also moved three feet(both in a southerly direction (towards Town Center Boulevard). Once these proposed changes have been made we still have more that adequate open space for landscaping between lots and along the property line we share with our neighbor. Thank you for your consideration. 690 Berkmar Circle • Charlottesville,Virginia♦ 22901 Phone: (434) 978-1766♦ Fax: (434)978-0118 www.insigniaalbemarle.com