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HomeMy WebLinkAboutSDP200400093 Plan - Approved Minor Amendment 2004-12-16ALBEMARLE COUNTY, VIRGINIA uQ1 isla,111)] 'Will I FBI ,. .. RRA PARTNERS, LLCM CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 25 OCTOBER 2004 6 DECEMBER 2004 PLAN PURPOSE - THE SOLE PURPOSE OF THIS SITE PLAN AMENDMENT IS TO FACILITATE AN ADJUSTMENT OF PARKING FACILITIES TO SERVE CONDOMINIUM BUILDING F AND TO REFLECT THE SHAPE OF THAT SAM, E BUILDING ACCORDING TO THE FINAL ARCFIITECT�, AL PLANS THAT HAVE RECENTLY BEEN COMPLETED. PRO ECT DATA: GENERAL NOTES- GENERAL NOTES, SHEET INDEX PROJECT NAME: GLENWOOD STATION ss_ BASIC INFORMATION: QUALITATIVE STANDARDS: SHEET 2 LAYOUT PLAN 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTIING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD SHEET 3 GRADING PLAN DEVELOPER: PARKSIDE I, LLC 1. NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100-YEAR FLOODPLAIN. A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSf ORTATION (VDOT) THIS PLAN AS DRAWN MAY NbT PROPERTY OWNER: PARKSIDE I, LLC 690 BERKMAR CIRCLE CHARLOTT'ESVILLE, VIRGINIA 22901, 2. NONE OF THE SUBJECT PROPERTY IS TO BE DEDICATED TO THE PUBLIC. THE PERMIT 8REFL REFLECT HE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCC bUR, THE REQUIREMENtS OF S a ]�+ T 4 WATER, SEWER, AND STORM SEWER R PLAN TAX MAP / PARCEL #: TMP 61 -129F 3. ALL INTERNAL ACCESSWAYS ARE TO BE PRIVATE. WHERE APPROPRIATE, ACCESS EASEMENTS WILL BE OVERLAIN ALONG THESE COURSES SHEET 5 LANDSCAPE LIGHTING SIGNING AND RECREATION PLAN WITH RIGHTS OF ACCESS ENURING TO ALL USERS OF THE PROPERTY. 2, ALL PAVING DRAINAGE -RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND v v 9 MAGISTERIAL DISTRICT: RIO STANDARDS OF VDOT UNLESS OTHERWISE NOTE©. 4. WITH REGARD TO AREAS OUTSIDE BUILDING WALLS, THE HOA DOCUMENTS SHALL DELINEATE THE LIMITS AND STIPULATE THE PERFORMANCE PROPERTY ADDRESS: NOT CURRENTLY AVAILABLE AND RESPONSIBILITY OF EXTERIOR MAINTENANCE. 3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. PROPERTY SIZE: 9.308 ACRES (6.68 ACRES THIS PHASE) 5. CONSTRUCTION PHASING OF THE TOWNHOUSE UNITS SHALL BE PHASED BY CLUSTER AND NOT BY INDIVIDUAL UNIT. 4• ((ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 ZONING: PRD (WITH SPA TO PERMIT COMMERCIAL IN RESIDENTIAL ZONE) 6. A SEPARATE PERMIT APPLICATION WILL BE FILED FOR THE SITE IDENTIFICATION SIGNING DESIRED FOR THE DEVELOPMENT. SO IZONTA :VER ICAfV 3:1 SHALL REASONABLY MATTED OBWIf(NABVDOT LG-LESSER SLOPE STOPELIZ F 3:1 MATETTER ARE TO BE ACHIEVED, ALL PROFFERS: NA 7. DUMPSTERS SHALL BE EMPLOYED FOR DEPOSITION OF WASTE FOR THE OFFICE AND CONDOMINIUMS. ROLL -OUT RECEPTACLES SHALL BE PROVIDED TO ALL TOWNHOMES. PRIVATE REFUSE COLLECTION SHALL BE ARRANGED BY THE OWNER'S ASSOCIATION(S). 5. PAVED RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE ALBEMARLE COUNTY WAIVER/ VARIANCE REQUESTS: NA DIRECTOR OF ENGINEERING OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. SURVEY SOURCES: BOUNDARY - ROUDABUSH & GALE; TOPOGRAPHY & PHYSICAL - T. B. LINCOLN 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. DATUM: NAVD 88 - NAIL W ITH CAP IN GRASS T BEHIND WALK ON NORTH SIDE OF RIO ROAD IN FRONT OF ALLTEL 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. DEVELOPMENT BREAKDOWN: PERFORMANCE STANDARDS: COMMERCIAL 24,000 GSF ON 2.04 ACRES YIELDING 0.27 FAR 64 000 PERMITTED OVERALL OR 0.33 FAR)) 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY RESIDENTIAL 78 UNITS (50 CONDOMINIUMS AND 28 TOWNHOMD:S) ON 4.64 ACRES YIELDING 16.81 DU/AC 1. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE (29 CFR PART 1926). REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. BUILDING HEIGHT: EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN 9. ALL SIDEWALKS SHALL BE 3.5" THIC3 000 PSI CONCRETE REINFORCED WITH 6" X 6"10-10 WWM PLACED UPON 3.5" OF COMPACTED 21 A K COMMERCIAL 42' MAX. UNDERGROUND FEATURES. STONE BASE OVER COMPACTED SUB'GfZADE. WHERE SIDEWALKS RUN CONCURRENT' WITH THE ACCESSWAY IN THE TOWNHOUSE AREA, RESIDENTIAL 42' MAX. CONDOMINIUMS, 3T MAX. TOWNHOMES THE SIDEWALK SHALL NOT BE SEPARATED FROM THE ROADWAY BY A 6" HIGH CURB BUT RATHER RUN RELATIVELY FLUSH WITH THE FRONT AT R.O.W.) -10' PARKING & 30' BUILDING (EXCEPT 3 STORY BUILDINGS = 44') SIDE 0', 2• THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE /ATTEND ALL GUTTER PAN, WITH THE EXCEPTION THAT A 1" HIGH LIP WILL VERTICALLY SEPARATE THE TWO. YARD REQUIREMENTS: COMMERCIAL:REAR 0'( ADJACENT TO RESIDENTIAL - 50' BUILDING 20' PRESERVATION BUFFER ALSO REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL ((�� ) SEAL APPLIES AT BOUNDARY WITH SQUIRE HILL APARTMENTS). PERMITS. ON S TE AT ALL TIMS MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT 10' WITH 6' X 6A 10- 0 WWM PLACED UPON 6'DOF COMIPACTED 21A TOLE OVER COMPACTED'SUBGRADENCRETE REINFORCED VICINITY MAIP RESIDENTIAL: FRONT 8% SIDE T, REAR- 16 - 3• THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON -SITE. -' 20'0`I� PARKING: 11. ALL LD LIGHT DUTY) ASPHALT SHALL BE 3 OF BASE COURSE AND 1.5 OF SURFACE COURSE PLACED UPON 6 OF COMPACTED 21A � ,�., � ° • ° =-< ::. 25 582 SF x .8 / 200 =102 REQUIRED 91 PROVIDED SHORTFALL OF 11 SHARED SPACES STONE OVER COMPACTED SUBGRADE. UNLESS OTHERWISE NOTED ALL ASPHALT PAVING SHALL BE LIGHT -DUTY. a' COMMERCIAL (C 1) ( ) ; _ ., . .. ,. ; : •a.�- _' • .: : ,. _. ..,.. ... -�. � ,;: r�..a=" � ,.., _. - PROVIDED 11 ARE SHARED WITH COMMERCIAL AREA 4. CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR 28 UNITS x 2 - 56 REQUIRED 123 PROVI ) UNEXPECTED SITE CONDITIONS MAY ARISE DURING CO --� s, ,� � ,_ ,., ,. � �;, _' •, - OWNHOMES - 4 T i RESIDENTIAL u - E PLANS. THEPLACED RED WITH COMMERCIAL AREA T THE PROPER EXECUTION OF THESE PROVIDED � 1 ARE SHARED CONDITIONS THAT CONFLICT WITH UPON 31 UNITS x 2 - 62 REQUIRED 92 P 0 ) SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY C D (HEAVY DUTY ASPHALT IF SPECIFIED SHALL BE 3.5 OF BASE COURSE AND 2 OF SURFACE COURSE RESIDENTIAL •CONDOS ( 12. ALL H H );,� ..; ,; . ,= •--��• , ., ,-° .. _ NECESSARY AND THE CONTRACTOR SHALL PROVIDE A COST FOR ( ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES N 8 OF COMPACTED 21A STONE OVER COMPACTED SUBGRADE. _�;., - • ,:, �. E WRITTEN CONSENT OF THE ENGINEER. SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE W ' LAND USE BREAKDOWN: f 60 748 SF 21 /o G WITHIN TRAVELWAYS WILL CONSIST OF THE SAME CROSS-SECTION AS THE LD ASPHALT WITH THE EXCEPTION � ' ' ' L 3 't� ` � -� BUILDING 13. SPECIALTY PAVING .;-a: . r- �.; } ._. ,, x:} • :; �, -.- .•.♦. :f , , c . ' _"..• r / o PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. 103 058 SF 35 /0 5. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE P AN THAT THE ASPHALT COURSES SHALL BE REPLACED WITH CUSTOM CONCRETE OR PAVERS. CERTAIN APPLICATIONS MAY REQUIRE ? ,'~t ,,. �., , .• , < - PAVEMENT 127174 SF 44 /o CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. SPECIAL TREATMENTS. REFER TO DETAILS. SURFACE INTERFACES ARE TO BE INSTALLED FLUSH TO ONE ;>,, 4, •;: s� u. _ k,`' , OPEN SP A TOTAL SITE AREA 290,980 SF ANOTHER. ' S AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF �' 6, THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITION r.,. � :.� , .- _. � . ,• ,, .- .;�. � ,, . :�';° �>• � �°�= DECK- 3 036 SF EXERCISE FACILITY 896 SF SITE IMPROVEMENTS TONOTED.-: .. -1 512 SF TOTLOT - 2 220 SF POOL & ECK STAKEOUT THE RELATIONSHIP OF ALL MAJOR S - DRIVEWAY ENTRANCES �:: U.r,: �:• • 7 664 SF B BALL ) HIS !HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY BY STAK 0 14. CURBING SHALL BE VDOT STANDARD CG-2 CG 6 AND CG-6R, UNLESS OTHERWISE ,, - .. • . -• r .. o - z ,,, �,, , „ ,.�_ :<.,_ P � , . „-_ - � � ":->' RECREATION AREA. ( ALL'� ., . ,. as ..:: - . ' ,; ,=.� x , � , �:... �.�� •-�� ` -":.: �: ENGINEER OF ANY DISCREPANCIES ERRORS AND OMISSIONS BEFORE B ACE. ALL HANDICAP RAMPS SHALL BE VDOT STANDARD EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY E SHALL BE VDOT STANDARD CG-9A WITH A MODIFIED 1 VERTICAL LIP AT CUR F ;��,�- • ' ., � . � ," � :. � ,> . . < e <_�:;.,.,•.}. � - �-._,��' � � , u., T;,=,. F;, ": . MAX # OF EMPLOYEES: 205 (64,000 x .8 1250) IN ALL PHASES PROCEEDING WITH THE WORK. CG-12A, UNLESS OTHERWISE NOTED. ITE CONDITIONS THE SAFETY OF HIS / HER WORKERS AND THOSE D DSPECIFICATIONS. ALL REINFORCED z,4a" r ;• ' - 7. THE CONTRACTOR SHALL BEHELD SOLELY RESPONSIBLE FORS 15, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AN E. THE WITH SUPPLYING OR EXECUTING THE WORK AND THE SECURITY OF PROPERTY HE /SHE IS STORING ON SIT NOTED, ALL HDPE PIPE SHALL BE HANCOR HI-Q OR EQUAL WNDOT STANDARD ASSISTING HIM / HER W SU ,.y, CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOT CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN I HE BUILDINGS OR WORKING ON THE BUILDING NOR IS HE / SHE SHALL BE SCHEDULE 40. OR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER PB 1 BEDDING. ALL PVC CONDUIT RESPONSIBLEF S ' ," �,.s ., .< i ::[ r ar's�; s ,r ':a'1•� ,rY: t�,j .� 4 `: ,,iF r S,. AN EXISTING CULVERT AT THE SOUTHERN CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, M THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD AND ROUTE THROUGH 16. RUNOFF FROM L MATERIALS EQUIPMENT VEHICLES AND TEMPORARY STRUCTURES USED DURING SURFACE DETENTION FACILITY LOCATED TO THE REAR OF �. �::=. • r t n .;>3: .--4 <: � , ..� - - g ,,...., PLACEMENT OR STORAGE OF ANY AND AL MA R Q END OF SITE. THIS CULVERT CONTINUES UNDERNEATH, AND INDEPENDENT OF, A CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING FASHION SQUARE MALL. LEGEND CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER, :,. t 1!! f:Epit f. ♦i. 1'•,- S £; , �.,;f Ik;7, y'¢�,p •'� - �1.,4��4 4N� �E�� 17. ALL ROOF DRAINS ARE TO BE TIED INTO THE PROPOSED SITE STORM SEWERAGE SYSTEM. _' ;, ; - � � t 1 -- � .', �• �,u � -x�.�� y r}�� �f r; ' 8. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING i�' �` WATER AND SEWER: =, � • $ � � � �R �. . CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN GRADING OF THE SITE. ALSO THE CONTRA�� „� s ; _ r ;• x •1�. W WATER LINE (EX. PROP.) BOUNDARY /RIGHT-OF-WAY LINE G COMMENCES, COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE LOGISTICALLY BE PLACED BEFORE GRADING 18. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COU I.F. IRON PIN FOUND RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. WV® WMO WATER VALVE METER RESPONSI ' INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING s' 9. DURING THE INS lot �� ;. NT I.S. IRON PIN SET PT S OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER P SED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS ANDFHA-b- -FIRE HYDRA PROPERTIES. DAMAGE TO LINES OR INTERRU ION 19. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PRO 0 , , .n te,,;,AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND �„ ,�,� YH-b- YARD HYDRANT SETBACK LINE LINES AND STRUCTURES AS NECESSARY.------------- EMENTS ADJACENT TO THE PROPERTY SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE bEASEMEN LIMITS 10. ALL EXISTING IMPROVBOA® BLOW -OFF ASSEMBLY �'�,..�EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION Y WI THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION _=u -•-•-•-•-•-•-•-•- CENTERLINE 20. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH , SS SANITARY SEWER LINE (EX. / PROP.) OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. ;, ;`, >. t1-♦ s - - . . CO o CLEANOUT CONTOUR LINE PROP ( / ) 11. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES DETAILED DESCRIPTION. THE CONTRAC 0 21. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETA E • E- E- .507,r- DEGREE DIRECTION OF SLOPE ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED, USE OF EXPLOSIVES SHALL BE MH MANHOLE 3• �- 2 / CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE. w 479.701- SPOT ELEVATION 22, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). SD STORM LINE EX. PROP.( MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED THE 12• CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER , „,: :r,:' ._•.: o � HP HIGH POINT 23, ALL WATER AND SEWER P P LET r DI d STORM IN PRE -CONSTRUCTION CONFERENCE. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO " ` ' • "`� �' ' ° _' ' '`� � CENTERLINE OF THE PIPE. THIS INCLUDES ALL HYDRANT LINES SERVICE LATERALS AND WATER LINES, ETC. YD ® YARD DRAIN LP LOW POINT CURRENT VDOT STANDARDS UNLESS OTHERWISE SPECIFIED. DS o DOWNSPOUT DITCH /SWALE 24. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. G GAS LINE (EX. / PROP.) WATER COURSE 13. CURB CUTS WILL BE PROVIDED AT THE HEADS OF THE BARRIER -FREE PARKING SPACES' ACCESS AISLES. 25. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF GV® GM O GAS VALVE METER BM BENCHMARK 14. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY ENGINEER WHILE THE EARTHWORK ASPECT THE LINE. / OF THE SITE WORK IS STILL UNDERWAY. OHE OVERHEAD ELECTRIC (EX. PROP.) CG-2 VDOT STD. HEADER CURB 26. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE 15, ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED APPROVALS SHEET UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG-6 VDOT STD. CURB & GUTTER SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE A.C.S,A. AS -BUILT PLAN CHECKLIST, LATEST EDITION. PRO` POWER POLE CG-12 VDOT STD. HANDICAP RAMP 27. WATER SERVICE SHALL BE PROVIDED VIA AN EXTENSION FROM AN EXISTING 18" PUBLIC WATER MAIN LOCATED ON THE NORTH SIDE OF C HANDICAP PARKING SYMBOL SR 631 - RIO ROAD. A TAP INTO THIS LINE IS TO BE ACCOMPLISHED VIA A JACK &BORE UNDER THE ROADWAY. ALL DUCTILE IRON PIPE SHALL y�'�'✓'''� it�c�r''�--�% r� LP�- LIGHT POLE H BE CLASS 52 UNLESS OTHERWISE NOTED. ALL POST METERED POTABLE SUPPLY LINES SHALL BE COPPER. T- - GUYe GUY WIRE DIP DUCTILE IRON PIPE EM o ELECTRIC METER RCP REINFORCED CONCRETE PIPE ZMA 03-13 PRD REZONING CONDITIONS: 28 CONNECTIONS TO EFFLUENT E MADE TO AN EXISTING SYSTEM HAT RUNS CONCURRENT WITSEWERAGE A SWALE WHICH SEPARATES THE SUBJEECT SITE CMP CORRUGATED METAL PIPE FROM THE SQUIRE HILL APARTMENT COMMUNITY. SANITARY SEWER PIPES SHALL BE SDR 35 UNLESS OTHERWISE NOTED, 0 TRANSFORMER 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORD WITH THE APPLICATION PLAN ENTITLED GLENWOOD STATION/PLACE OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) PVC POLYVINYLCHLORIDE PIPE DATED DECEMBER 22, 2003, WITH MINOR CHANGES ALLOWED TO ACCOMMODATE THE REQUIF ED PARKING WHEN APPROVED 29. ELECTRIC, TELEPHONE AND OTHER CABLED UTILIITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH WHENEVER POSSIBLE TY LYE HYLINE PIPE BY THE ZONING ADMINISTRATOR. BY THE CONTRACTOR WHO SHALL COORDINATOEWWITOHNUTILITY PROVIDERS TO ENSURE CONCRETE ROPER SIZE (NUMBER AND PLACEMENT CONSTRUCTED �✓ ��,��C Imo- �/'� �r�-/�✓���� UGT UNDERGROUND COMMUNICATIONS (EX. /PROP.) HDPE HIGH DENS( PO T SP 03-92 - SPECIAL USE PERMIT CONDITIONS: PED❑ UTILITY PEDESTAL VC VITRIFIED CLAY PIPE ASSOCIATED CONDUIT. FFE FINISHED FLOOR ELEVATION 1, THE SITE SHALL BE DEVELOPED IN GENERAL ACCORD WITH THE (CONCEPT PLAN ENTITLED CONCEPTUAL DEVELOPMENT PLAN 30. PARKING SPACES ARE TO BE 9' X 18'. THOSE SPACES DESIGNATED FOR HANDICAP PARKING ARE TO BE THE SAME DIMENSIONS, GLENWOOD STATION / PLACE, DATED DECEMBER 22, 2003 WITH MINOR CHANGES ALLOWEb TO ACCOMMODATE THE REQUIRED PARKING BUT ADJACENT TO A MIN 5'-WIDE PAINTOUT AISLE. VAN -ACCESSIBLE HC SPACES SHALL BE ADJACENT TO A MIN 8'-WIDE PAINT -OUT TBR TO BE REMOVED WHEN APPROVED BY THE ZONING ADMINISTRATOR. AISLE, HANDICAP SPACES ARE TO BE CLEARLY DELINEATED VIA THE USE OF ADA HC PARKING SIGNING AND AN HC PAINT OF 5 TBT TO BE TRANSPLANTED 2. FINAL ELEVATIONS OF THE BUILDINGS SHALL BE REVIEWED AND APPROVED BY THE DIRECTOR OF PLANNING PRIOR TO FINAL SITE PLAN SYMBOL ON THE PAVEMENT WITHIN THE SPACE ITSELF. APPROVAL TO ENSURE CONSISTENCY WITH THE ELEVATIONS PROVIDED HEREIN, DATED AUGUST 25, 2003. 31, COMMERCIAL PARKING LOT LIGHTING SHALL CONSIST OF SHARP -CUTOFF LUMINAIRES ATOP 20' POLES. LIGHTING WITHIN THE RESIDENTIAL 3. THE APPLICANT SHALL CONSTRUCT, IN ITS ENTIRETY, A SECOND COMMERCIAL ENTRANCE TO THEIR PROPERTY FROM THE MALL ACCESS AREA SHALL BE COACH LANTERN -TYPE FIXTURES ON 8'-12' DECORATIVE POLES. COMMERCIAL UNITS PLACED WITH THE PARKING FIELD ARE TO BE MOUNTED UPON CONCRETE PEDESTALS TO PREVENT DAMAGE BY VEHICLES, PEDESTALS SHALL BE 1.5' IN DIAMETER AND ROAD IN GENERAL ACCORD WITH THE CONCEPT PLAN ENTITLED, CONCEPTUAL DEVELOPMENT PLAN GLENWOOD D STATION / PLACE, EXTEND 4' ABOVE ADJACENT GRADE. SEE POLE MANUFACTURER FOR ALL LIGHT POLE BASE DESIGN REQUIREMENTS, CONDUIT DATE E FA 11 2N S SHOULD THE COUNTY ENGINEER DECIDE SHOULD FUTURE THAT FOR REASONS ASSOCIATED WITH NEW DEVELOPMENT PLACEMENT AND BOLT PATTERNING. ELECTRICAL ENGINEER TO DESIGN AND INSPECT ALL CONDUIT, CIRCUITRY AND WIRING ON THE FASHION SQUARE MALL PROPERTY, THE ENTRANCE SHOULD BE RESTRICTED SAID ENTRANCE SHALL BE CONVERTED BY THE ASSOCIATED WITH THE SITE LIGHTING. APPLICANT, PRESENT OWNER OR OWNER'S ASSOCIATION INTO AN EMERGENCY MEANS OF INGRESS I EGRESS -ONLY BY WAY bF INSTALLATION OF GATES, BOLLARDS OR OTHER DEVICE, SIDEWALKS SHALL BE PROVIDED ALONG THE ENTIRE MALL ACCESS ROAD 32. ALL PAINT -STRIPING SHALL BE 4"WIDE, WHITE TRAFFIC -QUALITY PAINT. FRONTAGE. 4. THE OFFICE BUILDINGS SHALL HAVE A THIRTY FOOT (30') FRONT SETBACK AND A TEN FOOT (10PARKING SETBACK FROM RIO ROAD 33. BUMPER BLOCKS ARE TO BE PROVIDED FOR EACH PARKING SPACE LOCATED ADJACENT TO A 3.5' WIDE SIDEWALK. - AS WELL AS A FIFTY FOOT 50 STRUCTURE, TWENTY FOOT (20) PARKING AND TWENTY FOOT (10) UNDISTURBED BUFFER ADJOINING THE SQUIRE HILL DEVELOPMENT TO THE SOUTH. 34. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 111. < 5. PRIOR TO FINAL SITE PLAN APPROVAL OF THE FIRST OFFICE BUILDING, THE APPLICANT SHALL SUBMIT, FOR VDOT REVIEW AND 35. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FO THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), APPROVAL, A HIGHWAY CAPACITY MANUAL ANALYSIS OF THE ENTRANCE ON RIO ROAD. _ INV IN 4,37.22 15" RCP ' 04c III 00 III • : � �II1 N/ >III /v/ zlll 9 N/ SDti1H TOP 1 1 484.73 OI I �I I of I >I I z_ I I TMP 61-131 SHOPPING CENTER ASSOCIATION D.B. 1908 P. 726-730 D.B. 1536 P. 262-270 I SDMH I TOP 18" RCP 482.71= INV OUT, 4� 7.2 41" 64F INV IN 4�I9! 87 ►► I �I �I I zl I zl I DD I V SDMH 1 I (18 TOP 481.94 I P1 I o' 'Q� I¢ zl IINIV IN 473.29 I I 18" I I RCP d U N 115 Q Q 1 4.83' 1�Q 41 TAP I I I I I I 8',SETBA K Q I 0000, v HC HC �. ♦o ia -4 R YP 8' TY 66.41' R = 120' .....pf, D - 50 49 52 ,moo yo, '9c\ x z L=106.46' / 3.12' + 32' ACCESS ESMT. �o lie, 141' / 8' e / 8'cMTBAClK♦ / / P RTYP 4' T P 4' T P ! 8' R 00 220 4 52" TYP / Cb / Q� 4' ,IN / / o CONDO BUILDING G CONDO BUILDING H PMH OUT 9 UNITS 9 UNITS ^' M54 ((1 " RCP) 68' X 84' 68' X 84' J o❑❑ ❑ ❑ rn / / U ♦ W � w / z x POOL �C.0LL / I 12' 12' � ♦ / / O Qom. 88, / C'o / I / / -; W 457.95)T', / I 54 RAP 1'W INV 456.36 454/11 CONCRETE / I / HEADWALL ♦ / 481.78 / \ '6.96 ES-1 INV OUT 8' SETBACK 455.99 / TOP \\\ / /41�4.02 TMP CHARLOTTESVILLE-'I1N / \'z ASSOCIATES U.B. 867�P. 6 7 / 3O� SDMH TOP / �V`/// 482.41 a�0lz �Q 1 ry x� �I It C)� >z co I 0 10' 20' 40' 60' 100' CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIR+GINIA 22902 PIS. 434-295-6496 FAX 434-296-6497 brK E. A 6YP07a 3 SCALE: 20' CONTOUR INT: DATE: 10-25-04 DRAWN BY: MEK REVISIONS: 112-6-04 SHEET �/� OF 5 CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 A Mark E. Moller No. 239 �4 SCALE: 199— 201 CONTOUR OUR ]INN: 29 DATE: 10-25-04 DRAW BY: MEK REVISIONS. 12-6-0 - OF 5 V 1 V TO SERVE AS / Q- II PROPOSED DI TO SERVE AS CONNECTION POINT / � vQ / � /• X � � OVERFLOW STRUCTURE FOR FOR FUTURE ,' / / / �J�Q • �Q' / / INV IN 487 22 10-FILTER. COONSTRUCT DI RIM CHURCH EXPANSION _ / / 0 �� / GO 15" RCP ' _ 1\h G ��Q /r 75' ABOVE GRAPE. SEE DETAIL - - - - - - - - - - - - �/ // f3. G Qom' / 00 i RC / �h ��o�°�L SHEET 23 / , ' f - / J I �Q- / Q' / S\�i O� / �` oti �� III E �ti 7„ S50 43 0 _• / I� 120.89 92 _ a / qJ �,� Gp / V0 �� lb III Q p I / �- 4�9 20' PERM. �1 DRAINAGE " EASEMENT ❑ Gp II ;� to HVAC PADS, -�/ ❑ v / CO) p,gyp �O ix. 1 ❑ TYP. '► CO 0 UILDING F ° ivZ`- �tA / �pve GRASS SWALE III ��" Q \ , // / cLAQ-`3`��i� �J WITH EC-1 wi 490 V AITS \ \ yJ�' / O �ti`�' LINING i�� � SD o Q �/ DO PROPOSED DI TO SERVE AS o o O / CO / i i i �o OVERFLOW STRUCTURE FOR II irn, 1 BACKFLOW BIO ILT R. CONSTRUCT DI RIM z v PREVENTION DEVICE 7 ABOV GRADE. SEE DETAIL q / '�� / I lb II REQUIRED ON FIRELINE EET 23 / '� / p 4,Q- `b III " " O 1 30 UTILITY 8 x 6 CROSS 1" WAT R ?/ g� ; A,:' I II EASEM T, 2 - 6" G.V. METER & 'Q J� vP TYP. 2 - 6"x3" RE\D METER B Ill O �- o 92 Q'q�ti ��QQ / I I I C � �// �� Qp Q�� � , Iil �/ S OR I TRU > A I o0 cb ' zINV �1N P / co p \ry trj l I BOP SE VICE / ,`�ti VDOT D. 1, III Flo ; H I / + 00 CO DI-4 B h , ill - -- -- -- -- - - - 8'x4" EEC ;° RI =491. ^ / ✓ �� / 8" G.V. � � � 6" SAN. ` � � 1 411 G. 8 PLUG WITH . III , 8 DIP W.L. WATERLINE A 4 x3 RED. BLOW OFF IV)l W LATE L W _� W 4CD / SAN•\ \ / i o ASSEMBLY III 10, '� B / MH S0 STORM T CTtA3 SAN. col I cPcP 8" PVC S.S. SAN. SEWER'S' S / �5„ Cp VDOT SI�1. MH-1 MH S4 11 101 S S S ` " PRIVATE / RIM 490.�0 / RIM = 486.70 I IC4I u- I PLI 1" WATER wo S RM / / / i� 180 SERVICE III i i. I �� STRUC . A2 / P \ �O S : STD. 1" WATER f �� 'a / METER & � \ em METER BOXIII - - .79 / �- 71 1 WATER III 90 \ i CO, SERVICE �ME J �Al III I � STORM 1" W 1°ER 1" WATER 11 SAN. \ 6 / / / `� ST UCT. B1 METER & L` TERAL (II ' I VD T STD. METER & /. ,�Zry co METER OX 1 WATER' `III I DI 3CC SERVICE METER BOX / j / RATNAGE / / r RIM = 487.30 // / ,�1SEMENT Q \ zlll i BACKFL W BACKFLOW 88 / PREVENTION DEVICE PREVENTION DEVICE \ /� v/ /INS zlll :coIQ► I `p REQUIRED FIRELINE REQUIRED FIRELINE IIIN?"9" lOf �' SDMH ; �N 'XI I CONDO BUILDIN H TOP ► ► �m, C ND0 BOIL ING G 484.73 i SDP H OP 9 UNITS 9 // cb n1 1 48 96 IN` OUT. tiJ UNITS, } ' i 7 .1 ) 68 X 84 6$ x 84 45 RCP �I I I it � � WATER SERVICE T0 :D 1 I o' cn PO L / / / �z_q z l I v\� 6' S N. LATERAL �� I I cn-coq TRANSFORMER AND i UT R.ITY HVAC PADS, DEMAR:ATION TYP. , / J POINT i < I ' I I 0 /80 TMP 61-131 SHOPPING I 1 , z \ STORM STRUCT. K1 CENTER ASSOCIATION D.B. I I ? / // VDOT STD. EW-2 W/ 1908 P. 726-730 D.B. 1536 I / / P. 262-270 I o \ /� �' / FABRICATED STEEL YARD INLET 1 I I I N 1 ,f / TRASH/SAFETY GRATE NYLOPLAST OR I , ` . (/� _ W/ MIN, 1 SQUARE EQUIVALENT PVC DRAIN I lo' I � / �� / / / OPENINGS. STRUCTURE WITH 24" I I 10 N p (,jJ / �'� �\ �' INV. IN = 466.75 LO GRATE, RIM = 477,50 SDMH Ix' I = Z X I TOP �mli I POO F_ T_ / 482.71 '�� / 9' WIDE GRASS LINED 18" RCP I_ I ,i i O ^�` / �i / // EMERGENCY SPILL VAY� -INV OUT 477.21 i , / / op lilt I 1 c Q 4pPP II _ IN IN 4179�87 WATER \ / / ���� / STORM STRUCT. Al SERVICE To coW / VDOT STD. EW-1 \ POOL / / ► i / Q INV. OUT = 471.70 20' DRAINAGE/ACCESS If If EASEMENT 20 SAN. SEWER EASEMENT la I i I I o �� \ // 55' LONG X 10' WIDE X 2' I0 I I I �/ / /// THICK CLASS Al RIP RAP FLUME WITH 30' X 5' RIP Ic" I I I \ / j / / / / / RAP LEVEL SPREADER. DRAINAGE D��INAGE TOP OF LEVEL SPREADER EASEMENT I I i i / // EASEMENT TO BE 468.0 PROPOSED 10-BETE ION BA IN BO��TOM F BASI To / BE E 466.9/ \ CONTOUR I 1' I I i W G SE 45-.9 ETAIL SHE 23 \ EMOV CONCRETE 4'/ F T W LAN 6 CONST\R CT " RISER / C, / 454!1 ON ON\END OF I � \ I CU\bERT � ( I 'i i C NCRET H A WALL / / I I I PIPE EXISTING SQUIRE K HILL STORMWATER F,I UNDER PROPOSED ZI I I � ( ( / i SEE SHE / 610-RETENTION BASIN - /o zl I D H T 481. S I / Q DTA R RI R I // coo' / I V�0 T 6. 6 I V 1 IL / !1 STORM STRUCT. J1 TOP SDMH I o 18 /`` `\ / / /� ' CONSTRUCT VDOT 481.94 �� �� I / \ V OI T / /�/� STD. MH-1 I ON EXISTING 18WRCP RIM 471.70 2.4 �SV (SEE PROFILE) 50 31 0 Of Q \ O CONSTRUCT INI! IN 473.29 DOGHOUSE SAN. I 1 18" RCP �,` SEWER MANHOLE ON 0 TMP 61 129D'2, .��� / / �,� EXISTING LINE PROPOSED DOGHOUSE MANHOLE CONSTRUCTED OVER THE EXISTING SEWER MAIN WITH THE `� `HARLOTTEbb LE - �i� ;� ��� -� P FOLLOWING CONDITIONS: SAN. ASS(SC A 1!-S-D.B. 86 P. 5�8 18';�C� A) THE EXISTING SEWER LINE SHALL BE ADEQUATELY SUPPORTED DURING ALL PHASES OF THE MH S3 ` `c-- / ��'i; �pN1 4�3 01 EXCAVATION AND CONSTRUCTION TO PREVENT DAMAGE TO OR DEFLECTION OF THE SEWER MAIN RIM = 480.2 4 �q1N AND B) THE MANHOLE BUILT OVER THE EXISTING SEWER LINE SHALL BE CONSTRUCTED IN SA , /��DMH sZ ACCORDANCE WITH THE REFERENCED SPECIFICATIONS AND WILL BE TESTED, FULLY INSPECTED, 20' SAN. SEWER SAN. - \� �IH S1 / h /// TOIL\ 6�� AND APPROVED PRIOR TO THE OPENING OF THE EXISTING SEWER FOR ACCEPTANCE OF SEWAGE EASEMENT MH S2 �M = 484.62 ' �/// FLOW. 482.41 dj '�i RIM = 480.01 _v �^ A ic SANITARY STRUCTURE SCHEDULE STRUCT. # STRUCT. TYPE RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION S8 MH 510.25 504.25 504.05 190.65 LF OF 8" PVC 2.94% S7 MH 1 504.45 498.45 498.25 246 LF OF 8" PVC 2.74% S6 MH 497.50 491.50 491.30 274.12 LF OF 8" PVC 3.34% S5 MH 490.00 482.15 481.95 117.28 LF OF 8" PVC 4.09% S4 MH 486.70 477.15 470.95 356.23 LF OF 8" PVC 1.32% S3 MH 480.24 472.24 472.04 82.57 LF OF 8" PVC 1.85% S2 MH 480.01 470.51 470.31 9.39 LF OF 8" PVC 2,88% S1 MH 484.62 470.04 466.44 STORM STRUCTURE SCHEDULE ® • DESCRIPTION �� .NOW MOMMIN 1� i 10 -�---- • • - - no- , 1 1 • , �MI :: 0 &TOM R*r.7 ------ 11111 .: • . I - @ 11 • . ------ • • - CJ 1 ' �m���L�� • 1 • 1 • • 1 ------ .. • - - n 1/ M13HM ME 1MM EMMMIMMIMM MMM1MMMM1M���� ------ • : - - 0# 11 • . NNW M-mmm -- ---102.5 LF OF W_-- C► MINIM MG. 1 ------ _ •i RA t 14 a- • 3 WIT# m. 0 10, 20' 40' 60' 100, TIt-, JL-XJLXA A PARTNERS, L L,C CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CH ARLOTTESVILLE, VIR{GINIA 22902 PH. 434-295-6496 FAX 434-296-6497 bik E. Palle il, - .0 SCALE: 199= 20' CONTOUR IN 29 DATE: 10-25-04 DRAWN BY: MEK REVISIONS: 1 2-6®04 SHEET _ INV IN 487.22 15' RCP OPTIONAL HEDGE PLANTINGS ON MALL PROPERTY TO AUGMENT EXISTING VEGETATION. EXTEND EXISTING THEME. 0 ;4-I►! I `FlI1 I /V/ >II! /V/ SDMH TOP 1 1 484.73 I �I I of I I i a� I I I II TMP 61-131 SHOPPING I i CENTER ASSOCIATION D.B. 1908 P. 726-730 D.B. 1536 I I I P. 262-270 I I � I I I I SDMH � I I TOP . 18" RCP 482.71 _ INV OUT, 4177.21 1` It I I (' II 41" k PP it INV IN 4�/9187 I► I I i I II . I I 1 1 I. I I c� - f�i ICI I I I I I I I { I I I I I I ' I i I I I I I I �-I I i � � zl I �I I DI' I V SDMH I I (18 TOP 481.941 O �! I I mil Iv �, o Ir zl iN IINIV IN 473.29 i I 18" RCP II /ItIlt, co lb 01vG �'��rlll� ``j / / cb x s / \ co ' I, /tit / \ ` xit CO / / \ O / ry�cb / INV IIN Qi h 1 +469,44 CO ED SWALch° x� xA D A cb 88 �''•�r It ADO BUILDIN H ,,,,,IIA ,,,,``..� : Jx 1 / 9 UNITS �o Ir,XI 68' x 84' zZ z KFKF E / pJ ❑❑❑❑❑ C xc xH ICN LL/IN ri, B r C x �/ ��� r, / xJ, J I77 (0 �v J I X 6�pw� �o x i T / N • x J �\ / S j'rnl B / S , cb Jx/ f / x �6U S D� R T x x / x QOle w I x low * 'E 'A Y. x S x S �J ur, / S- �S o x / H , D / �),III/ ,� S/M1 xJ �� T' 102 J —4� 3.0 N// T 6O 6 . 482.41 0) KEY LARGE SHADE TREES SIZE QTY. CANOPY PROVIDED A MARSHALL'S SEEDLESS ASH 1.50"-1.75" / 10'-12' 47 27,180 B OCTOBER GLORY RED MAPLE 1.50"-1.75" / 10'-12' 24 9,925 C SCARLET OAK 1.50"-1.75" / 10'-12' 5 3,700 D SYCAMORE 1.50"-1.75" / I U-12' 23 26,313 E TULIP POPLAR 1.50"-1.75" / 10'-12' 27 10,449 ORNAMENTAL TREES F CRAPE MYRTLE 6'-8' 88 6,776 G FLOWERING CHERRY 6'-8' 12 1,188 H KOUSA DOGWOOD 6'-8' 25 3,328 1 REDBUD 6'-8' 20 2,480 EVERGREEN SCREENING TREES J PINE / CEDAR / CYPRESS 5'-6' 158 18,762 SHRUBS K HELLERI HOLLY 15"A 8" / #3 CONT. 805 L DWARF NANDINA 12%15" / #1 CONT. 203 GROUNDCOVER M STELLA D'ORO DAYLILY BARE ROOT 60 N COTONEASTER / JUNIPER SLOPE MIX PINT 150 0 LITTLE BLUESTEM (10#/AC) SEED .5 AC WEEPING LOVEGRASS (15#/AC) REDTOP (2#/AC) SERICEA LESPEDEZA (20#/AC) RYE OR MILLET NURSE CROP 20#/AC KEY BIOFILTER TREES SIZE QTY. P RED MAPLE 1,00"-1.50" / 8'-10, 5 Q SYCAMORE 1.00"-1.50" / 8'-10' 4 R SCARLET OAK 1.00"-1.50" / 8'-10' 3 S RIVER BIRCH 1.00"-1.50" / 8'-10' 20 BIOFILTER SHRUBS T WINTERBERRY 5 GAL. CONT. 18 U RED OSIER DOGWOOD 5 GAL. CONT. 18 V WITCH -HAZEL 3 GAL. CONT. 46 W BAR HARBOR JUNIPER 3 GAL. CONT. 24 BIOFILTER GROUNDCOVER SEE SLOPE MIX ABOVE - mig A�­� \ U30—I 90,1)1 an W COMMERCIAL AREA CANOPY REQUIRED: 10% OF 2.04 AC CANOPY REQUIRED: 8,882 SF CANOPY PROVIDED: RESIDENTIAL AREA CANOPY REQUIRED @ 15 DU/AC: 15% OF 4.64 AC CANOPY REQUIRED: 30,318 SF CANOPY PROVIDED: TOTAL CANOPY REQUIRED 39,200 SF TOTAL CANOPY PROVIDED 110,101 SF STOP H CC / LARGE SHADE TREE ORNAMENTAL TREE EVERGREEN SCREENING TREE SHRUBS GROUNDCOVER PARKING LOT LIGHT (COMMERCIAL AREA ONLY) RESIDENTIAL AREA (LIGHTING SIGN PAINTED MARKINGS; AND SYMBOLS GENE]RAL NOTES RECREATION PACKAGE TO INCLUDE: WHERE GRADING IS NOT SCHEDULED TO OCCUR, MAKE EVERY ATTEMPT TOT LOT OF EQUIPMENT AS SHOWN ON PLANS AND (2) BENCHES TO PRESERVE QUALITY INDIGINOUS PLANT MATERIAL. ALSO, AVOID AS A MINIMUM. DAMAGE TO ALL MANMADE LANDSCAPE INSTALLATIONS THAT EXIST ALONG THE SITE PERIMETER, PAYING PARTICULAR ATTENTION TO (1) HALF -COURT BASKETBALL FACILITY VEGETATION NEAR DRAINAGEWAYS. INDOOR EXERCISE FACILITY ALL SLOPES EXCEEDING 3:1 SHALL BE MATTED USING VDOT STD. EC-2 DEGRADABLE SOIL STABILIZATION BLANKET, STAPLED TO SLOPE. OUTDOOR POOL WITH TERRACE AND CHANG I NG-RESTROOMS LANDSCAPING IN OFFICE AND MULTI -FAMILY AREAS SHALL BE 2 PICNIC AREAS WITH GRILLS PROFESSIONALLY MAINTAINED. TOWNHOUSE OWNERS MAY ALSO CHOOSE TO RETAIN A PROFESSIONAL FOR COMMON MAINTENANCE. ISSUE TO BE ALL SIGNING SHOWN ON THIS PLAN SHALL CONFORM TO MUTCD DETERMINED BY OWNER'S ASSOCIATION, STANDARDS. PLANT LIST MAY BE EXPANDED AND SUBSTITUTIONS MADE ONLY AFTER PAINTSTRIPING SHALL BE 4"-WIDE, WHITE TRAFFIC PAINT. PAINT SYMBOLS AUTHORIZATION BY BOTH DESIGNER AND COUNTY AGENT. PLANS CONTAIN SHALL CONFORM TO VDOT, ADA AND / OR ALBEMARLE COUNTY STANDARDS. SOME OPTIONAL PLANTINGS - SEE NOTES. ALL LIGHTING SHALL BE "DARK SKY" VARIETY, WITH SHIELDED LAMPS. NO ALL PLANT MATERIAL SHALL ORIGINATE FROM HARDINESS ZONES 5-7 AND MORE THAN 0.5 FOOTCANDLES SHALL BE PROJECTED ONTO ADJACENT SHALL BE INSPECTED BY DESIGNER PRIOR TO ACCEPTANCE AND PROPERTIES OR ROADWAYS, SEE PHOTOMETRIC PLAN FOR MAPPING OF INSTALLATION. LIGHT LEVELS, SEE DETAILS FOR LIGHTING FIXTURE TYPES, LAMP PLACEMENT AND OTHER PRODUCT DATA, REFER TO VDOT STANDARDS AND THE SPECIFICATIONS FOR THIS PROJECT FOR MORE DETAILED GUIDANCE RELATIVE TO THE PRODUCT AND ALL HANDICAP SPACES SHOWN ON THE PLANS WILL HAVE APPRIOPATE PERFORMANCE STANDARDS WHICH APPLY TO LANDSCAPE TREATMENTS. SIGNAGE LOCATED BEHIND SIDEWALKS AND MOUNTED TO COUNTY STDS. 0 10, 20' 40' 60, 100, CIVIL ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS 200 6th STREET, NE CHARLOT'TESVILLE, VIRGINIA 22902 PH. 434-295-6496 FAX 434-296-6497 ° '13 0 ram`, mo. mg a SCALE: 19 = 20 CONTOUR INT: 29 DATE: 10-25-04 DRAWN BY: MEK REVISIONS: 12-6-04 SHEET 7 "' / OF 5