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HomeMy WebLinkAboutSDP200300023 Plan - Other 2001-03-16PROJECT INFOR Ar s Ar In AR P K 1. PROJECT NAME: TOWNWOOD MOBILE HOME PARK 0 w 2. OWNER OF LAND: TOWNWOOD MOBILE HOME PARK, LLC ME P.O. BOX 5306 T N W u M. I L'E CHARLOTTESVILLE, VA 22905 PHONE: (804) 977-4181 FA TOWNWOOD I ST R I Ao'%'T O�TERIAL u u 3. APPLICANT: X: (804) 295-8025OD MOBILE HOME PARK, LLC 1 " uo� MAG16 P.O. BOX 5306 CHARLOTTESVILLE, VA 22905 PHONE: (:804) 977-4181 FAX: (804) 295-8025 4, CONTACT PERSON: KURT M. GLOECKNER, P. E., P.L.S. GLOECKNER ENGINEERING & SURVEYING, INC. 2246 IVY ROAD, SUITE 5 CHARLOTTESVILLE, VIRGINIA 22903 PHONE: (804) 971-1591 FAX: (804) 293-7612 5, BOUNDARY LEGAL DESCRIPTION BY: B. AUBREY HUFFMAN & ASSOCIATES, LTD 195 RIVERBEND DRIVE, CHARLOTTESVILLE, VA 22911 FIELD SURVEY JULY 19, 1999 6. TOPOGRAPHIC, BENCHMARK AND DATUM ELEVATION INFORMATION IS ALBEMARLE COUNTY SERVICE AUTHORITY N.S.G.S, VERTICAL DATUM. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 7. MAGISTERIAL DISTRICT: RIO 8. LEGAL INFORMATION: TAX MAP 61, PARCEL 8 DEED BOOK 1840, PAGE 42 DEED BOOK 1840, PAGE 45 PLAT 1662 CRENSHAW COURT CHARLOTTESVILLE, VIRGINIA 22901 THIS PROPERTY IS LOCATED NEAR THE INTERSECTION; OF RIO ROAD (STATE ROUTE 631) AND TOWNWOOD DRIVE IN ALBEMARLE COUNTY, VIRGINIA. 9, ZONING INFORMATION: ZONING DISTRICT = RESIDENTIAL R-10. ZONING ORDINANCE SECTION NUMBER = SECTION 17 10. SETBACKS ARE AS FOLLOWS EXCEPT AS MODIFIED BY SP -2002-059. FRONT -15' SIDE=6' REAR=6' MODIFIED SETBACKS FROM SIDE AND REAR EXTERIOR BOUNDARY LINES=AS DEPICTED SETBACKS FROM FIRE HYDRANT WATER SUPPLY LINES=10' WATERLINES HAVE A 10' MINIMUM SETBACK FROM SEWERLINES, 11, PRESENT USE: MOBILE HOME PARK 12, PROPOSED USE: MOBILE HOME PARK 13, THE SITE IS NOT WITHIN A DRINKING WATER RESERVOIR WATERSHED, 14, THIS PROPERTY Is NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE BUT IS LOCATED IN FLOOD ZONE "C" AS SHOWN ON COMMUNITY PANEL NO. 510006-02308. 15. PROPOSED PARKING: REQUIRED NUMBER OF SPACES 2 SPACES PER MOBILE HOM NUMBER OF EXISTING MOBILE HOMES 73 NUMBER OF PROPOSED MOBILE HOMES 24 TOTAL NUMBER OF MOBILE HOMES 97 TOTAL REQUIRED SPACES 194 TOTAL PROPOSED SPACES 204 16. PARKING SPACE DIMENSIONS: NO MOBILE HOME SHALL BE LOCATED PERPENDICULAR = 9' X 18' OR ENCROACH ON ANY PARKING SPACE PARALLEL = 9' X 20' DEPICTED ON THIS SITE PLAN, 17. THE CROSS SECTION OF PAVEMENT FOR THE INTERNAL ROAD AND PARKING SPACES CONSIST OF: A SURFACE = 165#PSY SM -2A, A BASE = 6" AGGR. TYPE #21 OR 21A, A SUB BASE = CBR=10 OR GREATER. 18. ABUTTING PROPERTIES: TAX MAP 61X2 PARCEL 1 Dd8.1813 P.374 D�13.1813 P.376 PLAT TAX MAP 61 Xl PARCEL 2 D.B.960 P103 TAX MAP 61 Xl PARCEL 3A FOUR SEASONS CONDOS 1 THRU 48 NO DEED BOOK FOUND 19. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & P.L.S. 20, PATH TO REAR OPEN SPACE/RECREATION AREA TO BE 10' WIDE, 150' IN LENGTH AND, TO CONSIST OF MULCH AT A DEPTH OF 6". 21, PLAYGROUND EQUIPMENT INSTALLED AS PER SECTION 4.16.2.1 ALBEMARLE COUNTY ZONING ORDINANCE: TOT LOT ONE (1) SWING (FOUR (4) SEATS) ONE (1) SLIDE TWO (2) CLIMBERS ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES 22. TOT LOT ENCLOSED WITH V.D.O.T FE—W1 WOOD POST SAFETY FENCING MODIFIED TO EXCLUDE BARBED WIRE STRAND. 23. ALL TEES, BENDS, & PLUGS PROPERLY INSTALLED WITH AN ADEQUATE THRUST BLOCK. 24. ALL TREES WILL BE SAVED WITHIN THE SETBACKS AND THROUGHOUT THE SITE WHERE POSSIBLE, 25. TOTAL ACREAGE = 12.56 ACRES (547,165.14 SQ. FT.) 26. IMPERVIOUS AREA: PRE—DEVELOPMENT 89,582 SQ. FT. POST DEVELOPMENT = 219,530 SQ. FT. 27. MAXIMUM HEIGHT OF ALL STRUCTURES = 20' 28. MAXIMUM NUMBER AND TYPE OF DWELLING UNITS = 97 MOBILE HOMES 29. RECREATIONAL AREAS = 29204 SQ. FT. 30. OPEN SPACE = 7.59 ACRES (60.437.) 31. MAXIMUM GROSS RESIDENTIAL DENSITY = 7.72 UNIITS/ACRE 32. THE SITE PLAN IS SUBJECT TO SPECIAL PERMIT SP -2002-059. 33. TOTAL ACREAGE OF ROAD = 1.35 AC. 34. ALL BUILDING SEPARATION BETWEEN EXISTING MOBILE HOME UNITS OR THEIR PROPOSED POSITIONS TO BE MAINTAINED. 35. AREAS BETWEEN THOSE DESIGNATED AS PARKING SPACES TO BE USED FOR PLANTINGS, LIGHTING OR GRAVEL. 36. THERE WILL BE NO CONSTRUCTION WITHIN THE 50' BUFFER (EXCEPT AS NECESSARY FOR THE EMERGENCY SPILLWAY FOR THE BIORETENTION POND) OR THE CEMETARY WHICH ARE LOCATED AT THE REAR OF THE PARK. TREES ALONG TOWNWOOD DRIVE TO BE PRESERVED TO THE GREATEST EXTENT POSSIBLE. ALBEMARLE COUNTY, VIRGINIA ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEPARTMENT OF ENGINEERING DATE PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ZONING DATE FIRE OFFICER DATE BUILDING OFFICIAL DATE NOTE: THIS FINAL SITE PLAN SHALL EXPIRE ON REGARDLESS OF ANY MINOR AMENDMENTS OR REVISIONS THAT MAY OCCUR BETWEEN THE SIGNATURE DATE AND THE EXPIRATION DATE. 42. THERE WILL BE NO OFFSITE GRADING. 43. A CRITICAL SLOPE WAIVER WILL NOT BE REQUIRED FOR THE BIORETENTION POND. 44. MOBILE HOME DELIVERY WILL BE PROHIBITED THROUGH THE SECOND ENTRANCE ON TOWNWOOD DRIVE. 45. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS, VICINITY M SCALE: 1"=200�0i 46. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF (1/2) FOOT CANDLE, 47. OUTDOOR LIGHTING PLAN SUBMITTED WITH FINAL SITE PLAN. 48, THE NEW FIRE LINE (8". D.I.) HAS SUFFICIENT FLOW AND PRESSURE AND. IS APPROVED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE ALBEMAR I LE COUNTY FIRE MARSHALL. 49. FINAL APPROVAL OF FIRE MAIN EXTENSION CONSTRUCTION DRAWINGS RECEIVED DECEMBER 20, 2000. 50. NO DIRECT ACCESS PROPOSED FROM ANY MOBILE HOME LOTS TO SECONDARY ENTRANCE ROAD. 51. THE WAIVER GRANTED BY THE ALBEMARLE COUNTY PLANNING COMMISSION ON FEBRUARY 13, 2001 INCLUDE: CRITICAL SLOPES WAIVER, PARALLEL PARKING MODIFICATION, AND ONE—WAY CIRCULATION MODIFICATION. 52, NO MOBILE HOME UNITS SHALL BE RELOCA7ED OR INSTALLED, NOR SHALL ANY NEW CONSTRUCTION ACTIVITY TAKE PLACE UNTIL AFTER A MAJOR SITE PILAN AMENDMENT HAS BEEN APPROVED FOR THE REQUESTED CHANGES. LOTS N3, N4, N6, N7, N8, N22, N23 AND N24 ON THE APPLICANT'S REVISED PLAN DATED JULY 12, 2002', ARE EXEMPT FROM THIS CONDITION. ALBEMARLE COUNTY ENGINEERING .GENERAL CONSTEUCTION., NOTES FOR PRIVATE ROADS REVISIONS MAY 18, 2001 JUNE 18, 2001 JULY 12, 2002 a 10N MA I Mal SIM C11 &V 13, 2003 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3r: 1 OR BETTER ARE TO BE ACHIEVED. Apl Ar r PAVED, RIP—RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR -THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 0:r 0 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 'THE VIRGINIA MANUAL FOR UNIFORLA TRAFFIC 'IF 10 CONTROL. QEVICES. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE — CLASS lll Ar Ao, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR '00 AF THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). '1000, "1 X 010 111 or WATML-m I% Lr�llv N I &�m Ko m NIL I ilk ollo mil WIWI Not I Lei o 'IS 42. THERE WILL BE NO OFFSITE GRADING. 43. A CRITICAL SLOPE WAIVER WILL NOT BE REQUIRED FOR THE BIORETENTION POND. 44. MOBILE HOME DELIVERY WILL BE PROHIBITED THROUGH THE SECOND ENTRANCE ON TOWNWOOD DRIVE. 45. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS, VICINITY M SCALE: 1"=200�0i 46. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF (1/2) FOOT CANDLE, 47. OUTDOOR LIGHTING PLAN SUBMITTED WITH FINAL SITE PLAN. 48, THE NEW FIRE LINE (8". D.I.) HAS SUFFICIENT FLOW AND PRESSURE AND. IS APPROVED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE ALBEMAR I LE COUNTY FIRE MARSHALL. 49. FINAL APPROVAL OF FIRE MAIN EXTENSION CONSTRUCTION DRAWINGS RECEIVED DECEMBER 20, 2000. 50. NO DIRECT ACCESS PROPOSED FROM ANY MOBILE HOME LOTS TO SECONDARY ENTRANCE ROAD. 51. THE WAIVER GRANTED BY THE ALBEMARLE COUNTY PLANNING COMMISSION ON FEBRUARY 13, 2001 INCLUDE: CRITICAL SLOPES WAIVER, PARALLEL PARKING MODIFICATION, AND ONE—WAY CIRCULATION MODIFICATION. 52, NO MOBILE HOME UNITS SHALL BE RELOCA7ED OR INSTALLED, NOR SHALL ANY NEW CONSTRUCTION ACTIVITY TAKE PLACE UNTIL AFTER A MAJOR SITE PILAN AMENDMENT HAS BEEN APPROVED FOR THE REQUESTED CHANGES. LOTS N3, N4, N6, N7, N8, N22, N23 AND N24 ON THE APPLICANT'S REVISED PLAN DATED JULY 12, 2002', ARE EXEMPT FROM THIS CONDITION. ALBEMARLE COUNTY ENGINEERING .GENERAL CONSTEUCTION., NOTES FOR PRIVATE ROADS REVISIONS MAY 18, 2001 JUNE 18, 2001 JULY 12, 2002 MARCH 13, 2003 t PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY, THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CtiRRENT SPECIFICATIONS AND STANDARDS OF VDOT, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL. PLAN AND MUST BE INSTALLED PRIOR TO ANY CLFi'l`,;'NlG, OR OTHER QONSTRUCTIw, 5. UPON COMPLETION OF FINE GRADING AND PR17PAl"ATION OF 'I'Hr': RG,',r-,2Lf)' SUBGRADE, THE CONTRACTOR 3HIALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED,AND t�IULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABL'( OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT—OF—WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 8, GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERINcl, OR THE DIRECTOR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE.INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN* (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. lt PAVED, RIP—RAP OR STABILIZATION MAT LINED DITCH MAYBE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS".' THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF SIGNS UNTIL ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL 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. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT' ACCESS, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL COMFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. ALBEMARLE COUNTY ENGINEERING ire ol. CONSTR FOR GENERAL UCTION NOTES SITE PLANS pp PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY, INCLUDING CONNECTION TO ",3 1-114 1 ul- 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. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED 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, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3r: 1 OR BETTER ARE TO BE ACHIEVED. Apl Ar r PAVED, RIP—RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR -THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 0:r 0 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 'THE VIRGINIA MANUAL FOR UNIFORLA TRAFFIC 'IF 10 CONTROL. QEVICES. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE — CLASS lll Ar Ao, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR '00 AF THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). '1000, "1 DATE MARCH 16, 2001 I I$ = 50' aI llw_ yEfERFU NMI 5,101; mmoroxim "s DWG. NAM E 03703MAJAMEN.DWG, d REVISIONS MAY 18, 2001 NEWJUNE 18, 2001 MOBILE HOME LOTS 24 JULY 12, 2002 ,* MARCH 13, 2003 NEW TOT LOT 2,GN 007,04 SFKEY: (A,C.S.A.) NEW RECREATIONAL AREAS 29204 SoF* EXISTING MOBILE HOME RELOCATION �'''���tt®55CC1A�S� P ., ,� ` ,, E3, E42—E44 (OPTIONAL) E41 (OPTIONAL) (RELOCATE OR ELIMINATE) Ne, v (5 MOBILE HOMES MAY BE RELOCATED) EXISTING MOBILE HOME RELOCATION NOT REQUIRED x,ti,,E1—E2, E4—E40, E45—E73 (68 MOBILE HOMES NOT REQUIRING RELOCATION) un I j— F r-\Vfli I V I L_ Vy llrllloolmg� 10.0' CENTER TO CEN TER ---Om-1 4"X4" POSTS TOP VIEW SIC NCE DETAIL TYPICAL 10' SECTION A NOT TO SCALE tmIll S: 1. ALL TREES WITHIN THE 50' BUFFER AND THE CEMETARY AT THE REAR OF THE PROPERTY ARE TO BE MAINTAINED AND CONSERVED DURING CONSTRUCTION. 2. *= OUTDOOR LUMINAIRE 25. THE BIO—RETENTION POND INSTALLED FIRST AND UTILIZED AS A SEDIMENT BASIN. THE 3" ORIFICE BLOCKED AND DESIGN FOR THE DEWATERING DEVICE SUBMITTED FOR APPROVAL PRIOR TO THE PRE—CONSTRUCTION CONFERENCE. THE BASIN WILL NOT BE CONVERTED TO THE BIO—RETENTION STRUCTURE UNTIL THE SITE IS DEEMED STABILIZED BY ENGINEERING. 4. IN ORDER TO REDUCE THE POSSIBILTY OF DAMAGE OCCURING TO THE LANDSCAPING BY AUTOMOBILES, WHEEL STOPS MUST BE PROVIDED IN THE AREAS WHERE PARKING SPACES FACE DIRECTLY TOWARD ANY OF PROPOSED OR EXISTING TREES. 5. THE PROVIDED TREE CANOPY WILL BE IN EXCESS OF THE 20% THAT IS REQUIRED BY THE ZONING ORDINANCE. SEE LANSCAPING PLAN FOR CANOPY CALCULATIONS. PROPOSED RELOCATION OF EXISTING MOBILE HOME P3, P4 -2—P44 (OPTIONAL) P41 (OPTIONAL) (RELOCATED OR ELIMINATED) (5 MOBILE HOMES MAY BE RELOCATED) PROPOSED NEW MOBILE HOMES LOT Nl (OPTIONAL) LOTS N2—N24 (24 PROPOSED NEW MOBILE HOMES) ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEPARTMENT OF ENGINEERING DATE PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ZONING DATE FIRE OFFICER DATE BUILDING OFFICIAL DATE T.M. 45 PARCEL 22 G. BENTON OR CLARICE B. PATTERSON ZONING = Cl CLASSIFICATION = 4A COMMERCIAL D.B.727 P.302 NOTES: 1) TOPOGRAPHIC, BENCHMARK AND DATUM ELEVATION INFORMATION IS ALBEMARLE COUNTY SERVICE AUTHORITY N.S.G.S. VERTICAL DATUM, 2) WIDTH OF INTERNAL LOOP ROAD=20' WIDTH OF ONE—WAY SPLIT TRAVELWAY=11' (SEE DETAIL SHEET 8 OF 8) U U IN V I U0,.)nV-U I I T.M. 61-X1 PARCEL 2 450—FOOT SIGHT Z OMKG = R10--RQAD RiO WEST LIMITED PARTNE-RSW- FOR EGRESS ONTO RIO" D.B.960 P.103 X = EXISTING SLOPES OF 25% OR GREATER T.M. 45 PARCEL 23 338 RIO LAND TRUST GEORGE HARRISON GILLIAM, TRUSTEE ZONING = Ll CLASSIFICATION = 4B INDUSTRIAL D.B.883 P.562 D.B.883 P.566 PLAT it DATE MARCH 16, 201 NIS) L6 I 99-037-03 a. (A.C.S.A.) GN 41 T. M, 61 B SEC, ION 1 TOWNWOO �45\c X ul 17(9,, ) Do) E�2CD�A Ln NO ZONING = RIO OA CC\pjE'5) D.B. 716 P. P�A It 405-422 Ln bo 41�-. I C Cil N, y SSS DIS�TA7� CE 450'+ _SIj _TE _ C IANCE v Ln f - x cn #3 R=25 D AREA, N 17 *_5 81PE W90 1#15C N Li m A, 20' DR GE -EA-SEM ENT L4 DEDICATED TO LOT`12 0g ,iq " J 4U9t. Lu 0. 8 ac WT N9 CEMETARY I- ---- 324.43 sq.ft. U) res 44 LIMITS OF - CLE A,"G ID 0,21 acres ILI, R=20'11 1111 a* T1 41 U 0011, C"4 C:) w Ln Ln f U co WO Ij R IV W 6) S�RE NING FEINCE LENGTH`CONSTR'bCTED To THE TOyVNWOOD DRIVE, PROPERTY THE ERTY LNE N, W, > X X x Y, AN N� �y A1Z "X �x REVISIONS MAY 18, 2001 JUNE 18, 2001 JULY 12, 2002 MARCH 13, 2003 DATE MARCH 16, 201 V \ Yr V, Nv '14 vsN6_ `777 I C) I B ep N, 0 _#4 C 6' b"c rV2.1 , e! 4 _p_ r —4- 1 0 —0 T - N f \j I A I WT N7 LOTi N5 OT N4 LOT ,N3 > 5,741 sq.,It, UD 's.ft. 4, 3q.ft 4,546. x \4L,4v ui bz/ sq0.10 acre OJi 3 acr6s I acres 0.10,acres .10 acres' `X' X "y 1< Q) X X Y I x X, V 11, X Isp �AN 781 < X,k /C I �< /\�\, 11 11 Y APP -A IN , \ < L \"N' )L ODED,--AREA .9) LOT N8 K-1 acre ft z 00 14 -TI #4A LOT N13 45-+22..9' LLJ j Oa 0(0 U- u- BENDS Y, v1®9 0 C14 0 V7 0.18'(acres Ui ( r _41 /,j X I -e 1;K V T-✓ ILLI Vlv F_ y L T s"34 (1) C AM q ft P // _", 00 1 K t -K ON, 0 S()o 4' 41- 47 sqftz, LOT 1423�_ A 10000. 254. s4,.,ft. 0.22 acres 5, LOT N22 6;O8O\,,,�q.ft`.- x,,�­v /x j 12 7 < + I y �0 A NLO,✓ 6,62f 48 7 A CN Q) > - /A 91 1 2-2>5* es j 5. L 0.15 !�Ilj- - z 12 -9D U) BEN r 110, 71: 10 - _W 0 0 D`Ifb --t �0 SETBACK vv/ ),1 10 t IN 7 AREA 1610) 1 nor1-, o A kp x "A it LOT N 1,5,, /A,--) ajt. M 0 L 0 r- LU P --l-Gi2-314-.75�sq.ft V�p yl 7 5 R C P.) 0.23 0 • D.I. �g.gI �� �,_— *1 T_ - 1 110 IQ_ -4 CL PC N F T/ x" -, : I �.y Lr_ 0� --Q u tit _oo V 11 E k. PftfV*TE 49P D DUMP L D.I.-,WATER LINE APPROCH > It 0 14 A T7 < f 'e §>11 C.P./ \< _1 I ) `� , X/ A7 L Lu 7" KA l x I 00 P C:) TO K )< /F5T J PE \v", _14 N� XN41 Alz 2 4"/ R. C. P / �ky \00, 4x, W -E W I UtNUTno SPILLWAY V _4� T' T.M. 61X2 PARCEL 1 > C Mp-S ..... CON �Eji OU, *R q FOUR SEASONS APARTMENTS LTD. PARTNERSF PAI WOODENw. -C/"A4AGF-ME:N- T_SERAgE5 0QRP______ NEW X 2�, 7 ZONING = PUD EN -E- EEN G FENCE (3\DUMPSTER�). D.B.1813 P.374 DRAITOW�NPE7 ASEMENT FROM Si�D- AND W OR11 Cj 6u VST�ps �POD DRIVE TO' --FC ­ ' ' (0 D.B.1813 x I I P.376 PLAT \-0 -PL �O AS NOT fb MPEDE SEASONS PROPERTY 4E IS 1 '7 ACED S HEREBY DEDICATED To' PUBLI,(Z� :t 0' EGRESS TO'-RARKING SPACE , NUMBE`k 65. USE. 20' DR7AI .AQP, cc) r G z COUNTY APPROVAL LOCK., CENTERED PIPE AND RY WIDTHS 5KOWN AROUND XT DE, DETENTION BASIN ARE E Y ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEDI"HD.DATE DEPARTMENT OF ENGINEERING 20'f SAN. SEWER EASEMENT D.B.1553 P.311 lQ PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ZONING DATE Il A TI: X PIPE 10—f04 I% R_9.0. 31H.D.P. 16 I I _LOT.Nl 7 LOT \�4189 i'OT N19 N20 C'4 ti ft. z sq.ft. 5,841 .6 t. 5 sq.ft. 5 �3 3 . q.f 1 83% o 0.13\acres 013 acres -2 D.I.-71 QC ES 14 Al y 1399 9t 2_6Ij_ NEW C SCRIEEIAING FENCE CIVSTRUCTED T� SPAN 'THE G EN, ,, H OF THE FOUR SEAS NS PUI) PROPERTY LI E. I, /FENCE i/OCATEq APPROXIMATELY 1.0' �ITHIN fOWNWO(OD MOBILE HOME' PARK 'ROPER,Y LINE. wt, op " KURT M. GLOECKNER 1 5649 srcnvaL JOB NUMBER 99-037-03 DWG. NAM E 03703MAJAMEN.DWG,,o C) SCREENING FENCE ALONG TOWNWOOD DRIVE ENTRANCE TO TIE INTO THE NEW 6' SCREENING FENCE ALONG TOWNWOOD DRIVE AT A 45* ANGLE AS SHOWN: i ti 0 < LIMITS OF CLEARING uj t ------- fc_o uj CEEMETARY -------- LOT N19 LOT N10 LOT N2 LOT Nll DRIVE NEW 6' I'll',l Z, pjp� I LENGTH OF THE TOM TO AlYYUUU DRITHE— VE PROPERTY LINE 1NE1 1' 2, v<x E 7 2X Y\X, v, )< u. > LOT N12 <; LOT x i I LOT N61 �� N7 LOT N51 1 LOT N4 1 1 LOT N3 1 I t KLLJA U xco� I/ X, I, Nx LOT N8 109.74 ' Ni 16.22,'l r-___—_- CL IV 9* RECREATION— LOT N22 I I LOT N23 TA a. AREA I�iE 4 5 CLi L P41 45.69 L' l 2.92' 16.23' 50.91' 15, SETBACK vuj,� K� >\ �LAJJ ui V x X 30 1 7 , 1 , I< C'o Li -2-Z NEW 6' SCREENING FENCE CONSTRUCTED TO SPAN THE LENGTH OF THE FOUR SEASONS PUD PROPERTY LINE NDIE-$, 1) AS PER MODIFICATION OF SP -2002-059 SECTION 5.3.5.1; HOMES ALONG, TOWNWOOD DRIVE WITH A SETBACK REDUCED FROM 50' TO 3' FROM THE PROPERTY LINE: P3 AND Nl (TWO HOMES) (A.C.S.A.) GN ©0, Ics) �ss ZXA E3 /E li�32 P3 f h�T E . 00 1> 4< �W2\ KIN, K 7, V�J 'x <"Aj � 41�� t :, 'Aw I gin[ - �l 6Q > LOT N24 Ji< z X X" X 4 1 r LLI R, 'r ; F) 1 r � LUN", Xuj pn, I K' Ito) _xJ 15' < SETBACK LOT N13 1 LOT 1 1 LOT l i LOT I I LOT i t LOT N16 N17 N18 N19 N20 LOT N21 r LOT N14 9—J L ---- J LOT N15 L -----j SETBAICK 03 60 x 91 \0' < (50 Lo Nx LOT N8 109.74 ' Ni 16.22,'l r-___—_- CL IV 9* RECREATION— LOT N22 I I LOT N23 TA a. AREA I�iE 4 5 CLi L P41 45.69 L' l 2.92' 16.23' 50.91' 15, SETBACK vuj,� K� >\ �LAJJ ui V x X 30 1 7 , 1 , I< C'o Li -2-Z NEW 6' SCREENING FENCE CONSTRUCTED TO SPAN THE LENGTH OF THE FOUR SEASONS PUD PROPERTY LINE NDIE-$, 1) AS PER MODIFICATION OF SP -2002-059 SECTION 5.3.5.1; HOMES ALONG, TOWNWOOD DRIVE WITH A SETBACK REDUCED FROM 50' TO 3' FROM THE PROPERTY LINE: P3 AND Nl (TWO HOMES) (A.C.S.A.) GN ©0, Ics) �ss ZXA E3 /E li�32 P3 f h�T E . 00 1> 4< �W2\ KIN, K 7, V�J 'x <"Aj � 41�� t :, 'Aw I gin[ - �l 6Q > LOT N24 Ji< z X X" X 4 1 r LLI R, 'r ; F) 1 r � LUN", Xuj pn, I K' Ito) _xJ FRONT HEEL OIF r. no REASIONS MAY 18, 2001 JUNE 18, 2001 JULY 12, 2002 MARCH 13, 2003 DATE MARCH 16, 2001 FRONT WHEEL OF TRACTOR TRACKING LARGEST VEHICLE TRACKING PATH FOR MOBILE HOME TRAILER uIx'L, TRACTOR' TRACKING TOT L �<uj :nx rc4,l OT UJ �f x ¢ K"KWi ) ll� >t l>404 1 x x REAR A'A 6 WHEEL OF K X,e ilx7N TRAILER to K x, TRACKING DETAIL SHuo"WING NE WWI I LOT NUMBERS, MOBILE HOME LOCATIONS ,,4 -.,.ND SETBACK LINES 'loom , k A 9:110 A ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEPARTMENT OF ENGINEERING DATE PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ZONING DATE FIRE OFFICER DATE BUILDING OFFICIAL DATE KEY: = EXISTING MOBILE HOME RELOCATION E3, E42—E44 (OPTIONAL) E41 (OPTIONAL) (RELOCATE OR ELIMINATE) (5 MOBILE HOMES MAY BE RELOCATED) = EXISTING MOBILE HOME RELOCATION NOT REQUIRED E1—E2, E4—E40, E45—E73 (68 MOBILE HOMES NOT REQUIRING RELOCATION) PROPOSED RELOCATION OF EXISTING MOBILE HOME P3, P42—P44 (OPTIONAL) P41 (OPTIONAL) (RELOCATED OR ELIMINATED) (5 MOBILE HOMES MAY BE RELOCATED) PROPOSED NEW—M-ORILE HOMES LOT Nl (OPTIONAL) LOTS N2—N24 (24 PROPOSED NEW MOBILE HOMES) 2� .1,1TH op Itljrjff"T- ,C*F OWN JOB' NUMBER 99-037-03 DWG. NAME 03703MAJ,AMEN,DWG,o all 15' SETBACK 1 LOT 1 1 LOT l i LOT I I LOT i t LOT N16 N17 N18 N19 N20 LOT N21 J L_—__JL_1 9—J L ---- J L ___J L -----j SETBAICK FRONT HEEL OIF r. no REASIONS MAY 18, 2001 JUNE 18, 2001 JULY 12, 2002 MARCH 13, 2003 DATE MARCH 16, 2001 FRONT WHEEL OF TRACTOR TRACKING LARGEST VEHICLE TRACKING PATH FOR MOBILE HOME TRAILER uIx'L, TRACTOR' TRACKING TOT L �<uj :nx rc4,l OT UJ �f x ¢ K"KWi ) ll� >t l>404 1 x x REAR A'A 6 WHEEL OF K X,e ilx7N TRAILER to K x, TRACKING DETAIL SHuo"WING NE WWI I LOT NUMBERS, MOBILE HOME LOCATIONS ,,4 -.,.ND SETBACK LINES 'loom , k A 9:110 A ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEPARTMENT OF ENGINEERING DATE PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ZONING DATE FIRE OFFICER DATE BUILDING OFFICIAL DATE KEY: = EXISTING MOBILE HOME RELOCATION E3, E42—E44 (OPTIONAL) E41 (OPTIONAL) (RELOCATE OR ELIMINATE) (5 MOBILE HOMES MAY BE RELOCATED) = EXISTING MOBILE HOME RELOCATION NOT REQUIRED E1—E2, E4—E40, E45—E73 (68 MOBILE HOMES NOT REQUIRING RELOCATION) PROPOSED RELOCATION OF EXISTING MOBILE HOME P3, P42—P44 (OPTIONAL) P41 (OPTIONAL) (RELOCATED OR ELIMINATED) (5 MOBILE HOMES MAY BE RELOCATED) PROPOSED NEW—M-ORILE HOMES LOT Nl (OPTIONAL) LOTS N2—N24 (24 PROPOSED NEW MOBILE HOMES) 2� .1,1TH op Itljrjff"T- ,C*F OWN JOB' NUMBER 99-037-03 DWG. NAME 03703MAJ,AMEN,DWG,o all TO 0 D D.01 V/E 01 I F N, (A.C.S.A.) GN '� � I v � ER D � pG1P�E-S'� oma CEM1ff_ARY`­-­ NI "N Qy "N U 13A— IT 0 C? cv N� co, t N 't INEW WAY L _j INTERSECTIONik V" SANITARY/ SEWER,EA E N7 t "N fTE_ 2 STORM­-AAR WE ,. -E o �q- 1d J \.J i i b �� !.. 1/1 Z7 --5-3 Nl� "N' FIREL) . ........ "Tt, EA SNtwi 1001 Ld im 4z - _j c� N, _j 77 �0 14J QE DAM=b1AZjd__ 7 7-77 7 7 Is EXISTIP& ' 'SANIfAl P 3CWER E�S 3 D.13.1555'i' - vo NOTES; 1) THERE WILL BE NO OFFSITE GRADING. GRADINGI EA,S)EMENr , "S2 10, i10, 10, 10' EXISTING 165#PSY SM -2A CG -7 COMBINATION 165#PSY SM -2A GROUND 4" CURB AND GUTTER (TYPICAL) V 1/4":1 ' 1/4": 1'--, V 1 /4" 1/4": 1) ------------- 1 2 11 pli FILL 6"#21/21 A CUT 2 6"#21/21 A 2 AGER. BASE 4) 3) AGGR. BASE 4 WITH COVERED SUB-BASE MIN. CBR=10 DI -12 SUB -BASE MIN. CBR=10 WITH COVERED PRIME COAT MULTIGRATE DROP PRIME COAT TYPICAL SECTION INLET(TYPICAL) TYPICAL SECTION SECOND ACCESS (TOWNWOOD DRIVE ENTRANCE) INTERNAL LOOP ROAD 10, 10' I - I --- � 42' CG -6 COMNATION 0-1 165#PSY S,M 2A 6" CURB ANA CG -6 COMBINATION (TYPICAL) EXISTING GROUND EXISTING 6" CURB AND GUTTER (REVERSE GUTTER SLOPE) GROUND (TYPICAL) X1/4"01° . 8"#21/21 A / AGER. BASE WITH COVERED SUB -BASE MIN, CBR=10 PRIME COAT TYPICAL SECTION PARKING LOT EXISTING GROUND 165#PSY SM -2A CG -7 4COMBINATION " CURB ANID GUTTER 6, 6 OR 8"#21/21 A -BASE MIN. CBR=10 AGR. BASE W H COVERED P IME COAT TYPICAL SECTION INTERNAL LOOP ROAD EXISTING GROUND DI -12 MULTIGRATE DROP INLET (TYPICAL) EXISTING GROUND DI -12 MOLTIG RATE DROP INLET (TYPICAL) REVISIONS MAY 18, 2001 JUNE 18, 2001 JULY 12, 2002 MARCH 13, 2003 COUNTY APPROVAL BLOCK ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEPARTMENT OF ENGINEERING DATE PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ZONING DATE FIRE OFFICER DATE BUILDING OFFICIAL DATE 5' 5' 165#PSY SM -2A CG -7 COMBINATION 4" CURB AND GUTTER EXISTING GROUND (TYPICAL) 1 /4":1 ' 1/4":12 ---------- 2p 6"#21/21A / AG',GR. BASE DI -12 9 SUB -BASE MIN, CBR=10 W17H COWERED PR'1.'IME COAT MULTIGRATE DROP INLET (TYPICAL) TYPICAL SECTION ONE-WAY SPLIT TR,AVELWAY a a DI -12 MULTIGRATE DROP 2' INLET (TYPICAL) CG -7 COMBINATION EXISTING GROUND 165#PSY SM -2A 4" CURB AND GUTTER (TYPICAL) SUB -BASE MIN. CBR=10 6: 'OR 8"#21/21A 2' A OR. BASE WITH COVERED PRItME COAT TYPICAL SECTION ONE-WAY SPLIT TR�AVELWAY EXISTING GRO DI -12 MULTIGRATE DROP INLET (TYPICAL) DATE MARCH 16, 2001 a Allet" �LTli OPqk It .111i rok=114r, 1:41 1611 7b JOB NUMBER 99-037-03 DETAIL SHOWING PARHING LAYOUT COUNTY, -,AP—EROVAL BLOCK ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEPARTMENT OF ENGINEERING DATE PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF BONING DATE FIRE OFFICER DATE BUILDING OFFICIAL DATE 06 DATE MARCH 16, 2001 op KURT M., GLOIECRNER 5649 AQ� 'S'10NAL JOB NUMBER 99-037-03 REMSIONS MAY 18, 2001 JUNE 18, 2001 JULY 12, 2002 MARCH 13, 2003 DETAIL SHOWING PARHING LAYOUT COUNTY, -,AP—EROVAL BLOCK ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEPARTMENT OF ENGINEERING DATE PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF BONING DATE FIRE OFFICER DATE BUILDING OFFICIAL DATE 06 DATE MARCH 16, 2001 op KURT M., GLOIECRNER 5649 AQ� 'S'10NAL JOB NUMBER 99-037-03 MITS OF CLEARIN A! 0 ,U aFc -4. a 9 W1117( ,I iHh:i.i E. ABqV[ S AFIR EAvfl' I IO� ite Plan �� Scale = 1 50'-011 4-;'GOLDfLAME'SPIREA 4-1''GRAZI ELLA' JAPANESE .51LVER GRA55 34 'GO LDFLAM E' 5PI KEA T­Vlrrf� rP-DUUT TkT_Q ORETENSION BASIN, ± 20' O.C. TURF 1-- 'ALLEE' ELM 1-- 'COMMEMORATtON"' SUGAR MAPLE TO I -'ALLEECHINESE EXT � CENTER LANE TRAffI SIGN Rio Road Entrance »ED EDGE Scale: V = 10'-0" EXTG. FERMANIE TOWNWOOD 51IGN 12 -'WILLIAM PENN' BARBERRY (new plants) + I - 'WILLIAM PENN' BARBERRY EXTG. STREET SIGN 100 ANNUALS, 10" O.C. 3- IG KAZI ELLA' JAPANESE 5ILVER GRASS 3-'5HA5TA'VIBURNUM 100 ANNUALS, 10" O.C. 10 -'WILLIAM PENN' BARBERRY 3- 'GRAZIELLA' �APANE5E SILVER GRASS ,4-'5HA5TA'VIBURNUM 0 t 16 K' E Y EX`TG. LARGE TREE INSTALLED INTERIOR (aCs A'\ STREET TREE 1- ALLEE'ELM _L_ I N-111YJAI X %-IAN-L 31 1X"x PROPOSED SCREENING TREE 1- 'AUTUMN BRILLIANCE' SERVICEBERRY 3 -'AUTUMN PURPLE' ASH, 2.5-311 CAL. 2 -'FOREST PANSY' REDBUD WAX MYRTLE, 5' O.C. 4- WAX MYRTLE, 5' O.C. 2 -'AUTUMN BRILLIANCE' SERVICEBERRY 4- WAX MYRTLE, 5' O.C. > T . PAR' Gt ATLE, 5'0.C. ,_ • ZONHIIG ,', CLASSIFICATION 4 - O*AER A C:!AL D.B.727 p C WAX MYRTLE, 5' O.C. GOLDENRAIN TREE 3 -'COMMEMORATION' '1ZCAL. SUGAR MAPLE, 2.5-3" 4- WAX MYRTLE, 5' O.C. rE 'AJ. VE END SEE RIO ROAD ENTRANCE DETAIL is _ :� ij..il NOTES: • Base map for 50 scale plan provided by Gloeckner Engineering/Surveying, Inc., using plans dated June 1, 2000 and revised March 3, 2003. • Tree survey provided by Gloeckner Engineering/ Surveying, Inc., with limited on-site verification by Albiston Associates. • Base map for Rio Road Entrance drawn using on-site measurements by Albiston Associates. • All interior street trees are to be 2-2-1" cal., 12-14'!.ht. 2 unless otherwise noted. Trees lining Rio Road, adjacent flowering trees, and interior street trees noted as 21— " 3" cal., 12-14' ht. address Astandards. 2 • The root masses of trees that are 18" cal. or larger within the 50' setback which extend into the property beyond the setback shall be protected from damage due to grading and other construction activities. • Wheel stops, curbing, or other barriers shall be provided to prevent damage to the proposed or existing landscaping in the areas where parking spaces face the landscaping. PLANT LIST: Screening Trees at Bioretension Basin 9 Pinus strobes (White Pine), 6-7' ht. B&B, avg. 20', O.C. 301-B Azalea Drive Charlottesville, VA 3 P 434/295-6618 F 434/295-2479 albiston@cstone.net DATE: 6/14/01 REV. 6/19/01 8/30/01 3/11/03