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HomeMy WebLinkAboutSDP200200039 Plan - Approved Minor Amendment 2002-08-05PROJECT INFORMATION 1. PROJECT NAME: TOWNWOOD MOBILE HOME PARK 2. OWNER OF LAND: TOWNWOOD MOBILE HOME PARK, LLC P.O. BOX 5306 CHARLOTTESVILLE, VA 22905 PHONE: (804) 977-4181 FAX: (804) 295-8025 3. APPLICANT: TOWNWOOD MOBILE HOME PARK, LLC 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: FRONT=15' SIDE=6' REAR=6' SETBACK FROM SIDE AND REAR EXTERIOR BOUNDARY LINES=50' 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. 510006-0230B. M PARK -TOWNWOOD MOB111E ?0 E 15, PROPOSED PARKING: REQUIRED NUMBER OF SPACES 2 SPACES PER MOBILE HOME NUMBER OF EXISTING MOBILE HOMES 71 NUMBER OF PROPOSED MOBILE HOMES 30 TOTAL NUMBER OF MOBILE HOMES 101 TOTAL REQUIRED SPACES 202 TOTAL PROPOSED SPACES 223 16. PARKING SPACE DIMENSIONS: PERPENDICULAR = 9' X 18' PARALLEL = 9' X 20' 17. THE CROSS SECTION OF PAVEMENT FOR THE INTERNAL ROAD AND PARKING SPACES WILL CONSIST OF: A SURFACE = 165#PSY SM-2A, A BASE = 6" AGGR. BASE TYPE #21 OR 21 A, A SUB BASE = CBR=10 OR GREATER. 18. ABUTTING PROPERTIES: TAX MAP 61 X2 PARCEL 1 D.B.1813 P.374 D.B.1813 P.376 PLAT TAX MAP 61 X1 PARCEL 2 D.B.960 P.103 TAX MAP 61 X1 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 TOT LOT TO BE 10' WIDE, 150' IN LENGTH AND TO CONSIST OF MULCH AT A DEPTH OF 6". 21, PLAYGROUND EQUIPMENT TO BE INSTALLED AS PER SECTION 4.16.2.1 ALBEMARLE COUNTY ZONING ORDINANCE: TOT LOT 2 ONE (1) SWING (FOUR (4) SEATS) ONE (1) SLIDE TWO (2) CLIMBERS ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES 22, TOT LOT TO BE ENCLOSED WITH V.D.O.T FE—W1 WOOD POST SAFETY FENCING MODIFIED TO EXCLUDE BARBED WIRE STRAND. 23. ALL TEES, BENDS, & PLUGS TO BE PROPERLY INSTALLED WITH AN ADEQUATE THRUST BLOCK. 24, ALL TREES WILL BE SAVED WITHIN THE 50' 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 = 223,152 SQ. FT. 27. MAXIMUM HEIGHT OF ALL STRUCTURES = 20' 28. MAXIMUM NUMBER AND TYPE OF DWELLING UNITS = 101 MOBILE HOMES 29. MAXIMUM GROSS RESIDENTIAL DENSITY = 8.04 UNITS/ACRE 30. RECREATIONAL AREAS = 15,000 SQ. FT. 31. OPEN SPACE = 7.44 ACRES (59.24%) 32. MAXIMUM GROSS RESIDENTIAL DENSITY = 8.04 UNITS/ACRE 33. THE SITE PLAN IS SUBJECT TO SPECIAL PERMIT SP-99-74. 34. TOTAL ACREAGE OF PROPOSED ROAD = 1.35 AC. 35. ALL BUILDING SEPARATION BETWEEN EXISTING MOBILE HOME UNITS OR THEIR PROPOSED POSITIONS WILL BE MAINTAINED. 36. AREAS BETWEEN THOSE DESIGNATED AS PARKING SPACES WILL BE USED FOR PLANTINGS, LIGHTING OR GRAVEL. 37. THERE WILL BE NO CONSTRUCTION WITHIN THE 50' BUFFER OR THE CEMETARY WHICH ARE LOCATED AT THE REAR OF THE PARK. TREES ALONG TOWNWOOD DRIVE ARE TO BE PRESERVED TO THE GREATEST EXTENT POSSIBLE. RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 38. PHASING PHASE 1: AK5 (o(o2) A) INSTALLATION OF NECESSARY SUPPORTING INFRASTRUCTURE, WHICH MUST INCLUDE: MK 1. INSTALLATION OF NEW WATER LINES FOR DOMESTIC CONSUMPTION; 2. INSTALLATION OF NEW WATER LINES FOR FIRE SAFETY (INCLUDING THREE NEW FIRE HYDRANTS); 3. INSTALLATION OF THE NEW STORMWATER SYSTEM; AND, 4. WIDENING OF THE INTERNAL ROAD, A) CONSTRUCTION OF THE FIRST 13 LOTS (LOTS N7, N9, N10 AND N11 THROUGH N20) AS DEPICTED ON THE SITE PLAN. NO EXISTING MOBILE HOMES ARE TO BE RELOCATED DURING PHASE 1, EXCEPT BY REQUEST OF ANY EXISTING RESIDENT OR FOR THE PURPOSE OF CONSTRUCTING THE SECOND ENTRANCE TO TOWNWOOD DRIVE. (TO ACCOMODATE INSTALLATION OF THE RECREATION AREA, MOBILE HOME E41 WILL BE RELOCATED DURING PHASE ONE.) B) INSTALL A RECREATION AREA OF 10,000 SQUARE FEET IN SIZE, IN A LOCATION TO BE DETERMINED WITH THE REVIEW OF THE SITE PLAN. C) INSTALLATION OF TOT LOT 1 AS DEPICTED ON THE SITE PLAN. D) INSTALLATION OF PHASE 1 LANDSCAPING, WHICH INCLUDES COMPLIANCE WITH THE TREE PRESERVATION AREA LOCATED WITHIN THE REAR FIFTY —FOOT BUFFER AND CEMETARY SITE, STREET TREES A MINIMUM OF 50 FEET APART AS TYPICALLY CALLED FOR IN THE ORDINANCE SHALL BE ADDED ALONG WITH SCREENING ALONG RIO ROAD. ALL TREES SHOULD BE A MINIMUM OF 2" CALIPER. THESE ADDITIONS ARE MINIMUMS AND SHOULD NOT IN ANY WAY LIMIT LANDSCAPE TREATMENT THAT THE ARB MIGHT IMPOSE. IF ANY SUBSEQUENT PHASES PRESENT A THREAT TO LANDSCAPING SHOWN IN PHASE 1, THE APPLICANT CAN BOND ACCORDINGLY THE LANDSCAPING THAT MAY NEED TO BE ESTABLISHED DURING OTHER PHASES, ALBEMARLE COUNTY SERVICE AUTHORITY ( DATE DEPARTMENT OF ENGINEERING 5,ev . DATE "s,z PLANNING AND COMMUNITY DEVELOPMENT -- DATE _� ®Z DEPARTMENT OF ZONING ('�DATE 02- FIRE OFFICER /�%�C 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. PHASE 2: A) INSTALLATION OF A SECOND ENTRANCE ONTO TOWNWOOD DRIVE APPROXIMATELY 220' SOUTH OF THE NORTHERNMOST INTERSECTION OF TOWER COURT AND TOWNWOOD DRIVE. INSTALLATION OF OUTDOOR STREET LAMP AT THE INTERSECTION OF TOWNWOOD DRIVE AND THE SECOND ENTRANCE, THE PLANNING COMMISSION MAY APPROVE THE TOWNWOOD ENTRANCE IN THE LOCATION SHOWN ON THE SITE PLAN IF IT IS DETERMINED THAT THIS LOCATION WILL BETTER ADDRESS ISSUES OF GRADING, AND VISIBILITY OF THE SITE, INCLUDING ACCOMMODATION OF LANDSCAPING/FENCING. A CERTIFICATE OF OCCUPANCY WILL NOT BE GRANTED FOR THE 14TH UNIT UNTIL THE SECOND ENTRANCE IS CONSTRUCTED. TOWNWOOD DRIVE MUST BE ACCEPTED INTO THE STATE SYSTEM WITH THE CONSTRUCTION OF THIS SECOND ENTRANCE. B) INSTALLATION OF A SCREENING FENCE THAT MUST BE ENTIRELY ON THE TOWNWOOD MOBILE HOME PARK PROPERTY AND MUST SPAN THE LENGTH OF ALL DEVELOPED LOTS ADJACENT TO TOWNWOOD DRIVE. THE NEW SCREENING FENCE SHALL BE CONSTRUCTED PRIOR TO, OR SIMULTANEOUSLY WITH THE REMOVAL OF THE EXISTING SCREENING FENCE. C) INSTALLATION OF A SCREENING FENCE THAT IS ENTIRELY ON THE TOWNWOOD MOBILE HOME PARK PROPERTY AND MUST SPAN THE LENGTH OF ALL DEVELOPED LOTS ALONG THE FOUR SEASONS PUD PROPERTY LINE; D) CONSTRUCTION OF LOTS N6, N23 THROUGH N27 AND N31, AS IT WILL NOT INVOLVE REALIGNMENT OF ANY EXISTING UNITS; E) REALIGNMENT OF THE EXISTING UNITS ALONG TOWNWOOD DRIVE AND WITHIN THE CENTER OF THE PARK'S INTERNAL LOOP ROAD TO ACCOMMODATE CONSTRUCTION OF LOTS N1 THROUGH N4; F) CONSTRUCTION OF LOTS N1 THROUGH N4; G) INSTALLATION OF THE SECOND TOT LOT, FRONTING RIO ROAD WEST; H) INSTALLATION OF THE FINAL SURFACING TO THE INTERNAL LOOP ROAD; AND, 1) INSTALLATION OF PHASE 2 LANDSCAPING. LANDSCAPING SHALL INCLUDE PLANTINGS AT THE NEW SECOND ENTRANCE AND THE NEW TRAVELWAY, WITH MAJOR STREET TREES EVERY 50 FEET ON BOTH SIDES ALONG THIS INTERNAL TRAVELWAY, AND STREET TREES APPROACHING TOWNWOOD DRIVE. IF ANY SUBSEQUENT PHASES PRESENT A THREAT TO LANDSCAPING SHOWN IN PHASE 2, THE APPLICANT CAN BOND ACCORDINGLY THE LANDSCAPING THAT MAY NEED TO BE ESTABLISHED DURING OTHER PHASES. J) THE RIGHT—OF—WAY OF TOWNWOOD DRIVE MUST BE CLEARED OF ALL FENCES, SHEDS, AND OTHER ITEMS SERVING THE MOBILE HOME PARK. PHASE 3: A) REALIGNMENT OF THE REMAINING UNITS THAT ARE LOCATED ALONG THE FOUR SEASONS PUD SIDE OF THE SUBJECT PARCEL; B) CONSTRUCTION OF LOTS N21, N22, N28 THROUGH N30 AND N32; AND, C) INSTALLATION OF ALL REMAINING LANDSCAPING, 39, APPROVAL OF REQUEST TO AMEND EXISTING SPECIAL USE PERMIT TO ALLOW FOR 19 ADDITIONAL MOBILE HOME SITES ON APPROXIMATELY 12.6 ACRES IS SUBJECT TO PLANNING COMMISSION MODIFICATIONS OF: 1) SECTION 5.3.3.1 TO ALLOW FOR THE REDUCTION IN THE 4,500 SQUARE —FEET AREA AND REQUIRED 45—FOOT WIDTH FOR THE 71 EXISTING AND REALIGNED UNITS; 2) SECTION 5.3.4.1 AS NOTED IN SECTION 5.3.7.2; 3) SECTION 5.3.4.3 TO ALLOW FOR A REDUCTION TO THIRTY FEET DISTANT TO TWO DUMPSTERS FOR FIVE UNITS. A SCREENING FENCE MUST BE INSTALLED AROUND BOTH DUMPSTERS. 4) SECTION 5.3.4.4 TO ALLOW FOR THE REDUCTION OF THE 30—FOOT MINIMUM DISTANCE BETWEEN THE EXISTING AND REALIGNED 71 UNITS. ISSUANCE OF THE MODIFICATION IS SUBJECT TO FIRE OFFICIAL APPROVAL OF THE FINAL SITE PLAN. 5) SECTION 5.3.5.1 TO ALLOW FOR THE REDUCTION OF THE 50—FOOT SETBACK FOR 12 EXISTING AND REALIGNED HOMES ALONG TOWNWOOD DRIVE, BUT NOT LESS THAN 3 FEET BETWEEN THE HOMES AND THE PROPERTY LINE. (HOMES P1—P12 AS SHOWN ON SHEET 7 OF 8) 6) SECTION 5.3.5.2 TO ALLOW TWENTY—ONE EXISTING AND REALIGNED HOMES, ALONG THE FOUR SEASONS PUD PROPERTY LINE, A REDUCTION OF THE 50 FOOT SETBACK AS FOLLOWS: BETWEEN RIO ROAD AND NEW LOT 31, A) SEVEN HOMES TO 3 FEET (HOMES P47, P48, P50, P55, P56, P57, P59 AS SHOWN ON SHEET 7 OF 8); B) TWO HOMES TO 13 FEET (HOMES P58, P60 AS SHOWN ON SHEET 7 OF 8); AND, C) ONE HOME TO 30 FEET (HOME P49 AS SHOWN ON SHEET 7 OF 8). BETWEEN NEW LOT 24 AND THE BIORETENTION POND, A) ELEVEN HOMES TO 15 FEET (HOMES P61—P71 AS SHOWN ON SHEET 7 OF 8). 7) SECTION 5.3.5.3 TO ALLOW FOR 7 HOMES, OF THE EXISTING AND REALIGNED 71 HOMES, A REDUCTION OF THE 15—FOOT SETBACK TO 5 FEET FROM THE INTERNAL PRIVATE STREET (HOMES P13, P15, P16, P17, P28, P29, P32 AS SHOWN ON SHEET 7 OF 8); 8) SECTION 5.3.5.4 TO WAIVE THE REQUIREMENTS FOR LOT LINES OF THE 71 EXISTING AND REALIGNED HOMES. SHEDS AND OTHER STORAGE STRUCTURES MAY BE CONSTRUCTED TO A COMMON WALL. 9) SECTIONS 5.3.6 AND 5.3.6.1 TO ALLOW FOR A WAIVER OF APPLICATION PLAN REQUIREMENTS, CONDITIONED THAT THE COUNTY APPROVE BOTH PRELIMINARY AND FINAL SITE PLANS BEFORE ANY CONSTRUCTION ACTIVITY IS PERMITTED. SITE PLAN APPROVAL WILL NOT BE GRANTED UNLESS ADEQUATE PARKING AND OUTDOOR LIVING AREAS ARE PROVIDED ON EACH EXISTING, REALIGNED, AND/OR PROPOSED LOT. 10) SECTION 5.3.7.2 TO WAIVE THE REQUIREMENTS FOR ALL MARKERS FOR THE NEW, EXISTING, AND REALIGNED LOTS, CONDITIONED THAT EACH MOBILE HOME BE NUMBERED AND POSTED ACCORDINGLY TO THE ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL FOR E911 PURPOSES. 11) SECTION 5.3.8,1 TO WAIVE THE REQUIRED SIX RECREATIONAL VEHICLE PARKING SPACES IN THE COMMON AREA, 40. THERE WILL BE NO OFFSITE GRADING. 41. A CRITICAL SLOPE WAIVER WILL NOT BE REQUIRED FOR THE BIORETENTION POND. 42. MOBILE HOME DELIVERY WILL BE PROHIBITED THROUGH THE SECOND ENTRANCE ON TOWNWOOD DRIVE. 43. 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 MAP SCALE: 1 "=2000' 44. 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. 45, OUTDOOR LIGHTING PLAN TO BE SUBMITTED WITH FINAL SITE PLAN. 46. THE NEW FIRE LINE (8" D.I.) HAS SUFFICIENT FLOW AND PRESSURE AND IS APPROVED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE ALBEMARLE COUNTY FIRE MARSHALL. 47, FINAL APPROVAL OF FIRE MAIN EXTENSION CONSTRUCTION DRAWINGS RECEIVED DECEMBER 20, 2000. 48. NO DIRECT ACCESS PROPOSED FROM ANY MOBILE HOME LOTS TO SECONDARY ENTRANCE ROAD. 49. AS EXISTING MOBILE HOMES ARE RELOCATED WITHIN THE PARK, THE ADDRESS NUMBERS WILL BE CHANGED ACCORDINGLY. 50. 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. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERINck (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT 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 CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. 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 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 ENGINEERING, 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 R.�SIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE 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 CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. 5. 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. 6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE — CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR/ THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). v REVISIONS APRIL 9, 2002 MAY 20, 2002 DATE MARCH 13, 2002 H OF. P f. � a KURT M. GLOECKNER 5649 1�,,,) I JOB NUMBER 99-037-01 DWG. NAM E MINAMEN4.DWG V 1 /zOO SHEET 1 OF 3 St3� 8/s/oz 0 3-2"X4" STRINGERS SPACED 2'-6" APART CENTER TO CENTER FRONT VIEW 1 "X8"X7' BOARDS NEW MOBILE HOME LOTS = 30 NEW TOT LOT 1 = 39485,56 S.F. NEW TOT LOT 2 = 2,007.04 S.F. NEW RECREATION AREA = 10,000 S.F. I - 10.0' CENTER TO CENTER TOP VIEW 4"X4" POSTS SCREENING FENCE DETAIL ;r; , TYPICAL 10' SECTION b� NOT TO SCALE PROPOSED MINOR o AMENDMENT CHANGES 1) z REMOVE TOT LOT 1 (NOT REQUIRED) AND REPLACE WITH OPEN SPACE . RECREATION AREA. >.. 2) REMOVE THE EXISTING ISLAND AND THE 2.0' OAK IT HARBORS FROM THE ` TRAVELWAY. ONE—WAY CIRCULATION TO BECOME TWO—WAY CIRCULATION IN THIS AREA. GRADING IN THIS AREA ADJUSTED TO REFLECT REMOVAL OF G'AJE� ISLAND. (NO ADDITIONAL PARKING�,�f SPACES ARE PROPOSED IN THIS , \ AREA.) 3) ROTATE AND SHIFT POSITION OF TOT LOT 2. 4) TO ACCOMMODATE FOR ONE ADDITIONAL DUMPSTER, ROTATE AND SHIFT POSITION OF DUMPSTER PAD NEAR FRONT ENTRANCE OF"f��^ PROPERTY, INCREASE PAD DIMENSIONS ` FROM 10'X20' TO 20'X20', AND , REMOVE 1—`AUTUMN BRILLIANCE' D` � OL.IS SERVICEBERRY FROM LANSCAPE PLAN. Ex�TJNC 5) TO ACCOMMODATE FOR TWO BUILDN ADDITIONAL DUMPSTERS, SHIFT POSITION OF DUMPSTER PAD ADJACENT TO BIO—RETENTION POND AND INCREASE DIMENSIONS FROM 10'X20' TO 20'X28'. GRADING IN THIS AREA ADJUSTED TO ACCOMMODATE REPOSITIONING AND RESIZING OF DUMPSTER PAD.s.. f 6) SEE LANDSCAPE PLAN FOR EXISTING AND PROPOSED , LANDSCAPING WITHIN `. AMENDMENT AREAS. (A.C.S.A.) GN M�RID�ASSOCIPlESi CHU�FMAN & KEY: ALL. PHASES r -' j ✓ '' = EXISTING MOBILE HOME RELOCATION REQUIRED ! - El—E29, E31—E44, E47—E50, E55—E71 (64 MOBILE HOMES REQUIRING RELOCATION) t,�4 F r = EXISTING MOBILE HOME RELOCATION NOT REQUIRED E30, E45, E46, E51—E54 , (7 MOBILE HOMES NOT REQUIRING RELOCATION) = PROPOSED RELOCATION OF EXISTING MOBILE HOME P1—P29, P31—P44, P47—P50, P55—P71 (64 MOBILE HOMES RELOCATED) = PROPOSED NEW MOBILE HOME N1—N4, N6, N7, N9—N32 (30 PROPOSED NEW MOBILE HOMES) COUNTY APPROVAL BLOCK ALBEMARLE COUNTY SERVICE AUTHORITY DEPARTMENT OF ENGINEERING PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ZONING FIRE OFFICER BUILDING OFFICIAL T.M. 45 PARCEL 22 G. BENTON OR CLARICE B. PATTERSON ZONING = Cl CLASSIFICATION = 4A COMMERCIAL D.B.727 P.302 REVISIONS APRIL 9, 2002 MAY 20, 2002 TOE' LOT FENCE DETAIL TOT LOTS TO BE ENCLOSED WITH V.D.O.T FE—W1 WOOD POST SAFETY FENCING MODIFIED TO EXCLUDE BARBED WIRE STRAND. NOTES: 1) TOPOGRAPHIC, BENCHMARK AND DATUM ELEVATION INFORMATION IS ALBEMARLE COUNTY SERVICE AUTHORITY N.S.G.S. VERTICAL DATUM. 2) WIDTH OF INTERNAL LOOP RQAD=20' WIDTH OF ONE—WAY SPLIT TRAVELWAY=11' (SEE DETAIL SHEET 8 OF 8) EXISTING SLOPES OF 25% OR GREATER T.M. 45 PARCEL 23 338 RIO LAND TRUST GEORGE HARRISON GILLIAM, TRUSTEE ZONING = LI CLASSIFICATION = 4B INDUSTRIAL D.B.883 P.562 D.B.883 P.566 PLAT '' rum t151CCJJ VIV IV m1w, RVNU 1. ALL TREES WITHIN THE 50' BUFFER AND THE 4. IN ORDER TO REDUCE THE POSSIBILTY OF + - - RIQ-"WEST LIMITED PARTNERSHIP �y CEMETARY AT THE REAR OF THE PROPERTY ARE DAMAGE OCCURING TO THE LANDSCAPING BY ''� -• 103 - -� TO BE MAINTAINED AND CONSERVED DURING AUTOMOBILES, WHEEL STOPS MUST BE PROVIDED 1N THE AREAS WHERE PARKING SPACES FACE CONSTRUCTION. DIRECTLY TOWARD ANY OF PROPOSED OR � - 2. *= OUTDOOR LUMINAIRE EXISTING TREES, 3. THE B O—RETENTION POND WILL BE INSTALLED 5. THE PROVIDED TREE CANOPY WILL BE IN EXCESS FIRST AND UTILIZED AS A SEDIMENT BASIN. OF THE 20% THAT IS REQUIRED B`( THE ZONING �.� � `" .'.' ,�_.tiy_.. �• ��� �,�C? `4 �} THE 3" ORIFICE SHALL BE BLOCKED AND DESIGN ORDINANCE. SEE LANSCAPING PLAN FOR CANOPY ` V -- - _ `` ��, ,\�\ FOR THE DEWATERING DEVICE SHALL BE SUBMITTED CALCULATIONS. �` © FOR APPROVAL PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, THE BASIN WILL NOT BE CONVERTED TO THE BIO—RETENTION STRUCTURE UNTIL THE SITE IS DEEMED STABILIZEDBY ENGINEERING. DATE MARCH 15, 2002 SCALE 1 "=30' pff H op o4 �f U � KLIRT M. GLOECKNER 5649 %"OVAL JOB NUMBED 99-037-01 DWG. NAME MINAMEN4.DWG fig° sc3 93 SHEET 2 OF 3 ".1 T-4. un 618 SECTION X c-n 'TOWN cp WOOD" ZONING == F�,C) Ln D.B.716 P-405 c-n M H. 3B—,-3 low, --------- L -------- C 4- Co (PROPO �ED f�ITE DISTA -j- A c-n CE 450'+ St TE TISTANCE, 0) _n 45o'+ x C y x v m #A -y— J (D "Y'. Wg�)DtD AREA.,.,-' Nj 7'50'5�"E :7! 7- Ix 3C m R'-�5' PROPOSE % -RAINAGE LOT N7 LIMITS OF CLEARVO 0 __2V—D tAZ.')t_MtNT L T Nll Z 9,32 ft. D E D I QAT-EQ 10,015.6,3 sq. ft. CEMLTARY .43 sq TO 0.22 acres LQT-_�� 2 E_j � Y_ s_ PUE�Llc us� 0 'i V. ­22 ocro 01 555a, 0 A0 0- Q 1611 do 0 (p,.C.S.A.) GN N?AGN�p,N oc\p'lES) � A E & UT Ol i (_n (_n WO 0 D *1 g_�o, T)P'17V 4— N E W W� z �,p �,,. LENGTH fREENJING F THE qE WILL 'UWN"/V()OD DRI' �fj F3�6F��RMTUYL; VkD To D LIME X A j ­4 x /A Y REVISIONS APRIL 9, 2002 MAY 20, 2002 5,f>t pq. T-- cr) 5- 90 nf� 0. s Q I • Ir e. ff + j- .0 7- 6o- i 7 _14 F-t- ? L44 Ike (J\F. < y LO I u x N14; .ft. 11 i H R A 1114 -.57 acro LOT .8 113 .49 .... .... 725, s, LOT N6 LO N13 10 cres L4 4,60 sq.ft. - / `\ )E 4 -'41\ 0.1 --------- A C;' Lo y 5 3.y r.ATH — /, , / 4- 'p 0 0 IA ASS fS, r ?CrA -14 _j A _j cv, __j I L_ - W,00biD ARE,-4" �-,L _T, Ll 0, 0 C, N 0 -7, LLJ 0 U") to —7 A 109. q-tt. >7 N 0 o LOT N,1-8" 74 r2 6' LOT 0.21 6, Q80. sq.ft CQ 0 x Y� Lu IX )6l LO, �o 0. IL `F­,Q.1 3 act es V) to Cy) x 0 Z 72 kl �//�v -- � _R_ ECk,,k 0 T res a _A 4 9", - I ,LOT N2_ It 10,001 3 s 5, 2'-r,,,4. sc 0.22 acres 0. 1 2"k cres 0, < x /2* BEND LOT i4i 9 > J, ol / - ft. / I Ft T 55, x, S 0.1 es A LL Lt. A 4 to, a.07' Tl 6 "E A X AR EA 1 00 ON ILI f LOT rq�ao L� go 6,400.76 $q�fft. --act uo E ,p o'� D-.1, #11"- 41 CF p 5 F 1 .•^' :,, ``\` `ter : ..^r , r ' � � I. �°. ji— PIPE 1 J J__wj J_ J, 4 J—_ Al 4� t 14 j 12_ u L9 ',,V OTN2�, - 146 0 LO! j-, Z2 L30 71 N 2,5 ft 14- 00 4 5 5,83�. sq.ft. 7,031. ft lb f t. 71 1/ C"D -7 cres 0.12;\acres W OF D A� 4.jt/� '1,� 0.16 a,,,,qr s q.ft �,L8 5 Z j K lo OB X ti Y _'s 40 /R C. P 7 10 (ES _y -7- v / IS 1 4 , \ill.. __ 1- v 13 b.20' NEW, 20' X 28 I It u N 6­ SCR F�N-e ILL NSTR CTE TO SP N THE �j / %� - . E .r�.ym AS S PUQ/ Y L lle� r. . :1ARCIELL-31 EW , , E w 1 5 'V -0 BE-_601(, AT RC S FOUR EN' 1� )XIM TELY MP DUMVSTEks). _ARTME 7-S-LTD-j�ARTNERSHIP ON C Ll��l r P 51 �N C`� �l - , f4o HOME P . AFRK� PROPERTY LINE. DRAINA0C-EA-ST FROM :3: D _3 W[LL - BE IZED AND 0 MANAGE FIR S Cokp. 7, TO�,IKWOOD DRIVff_-r0­F --PL LACED 0 AS'140-T IMPEDE D. A81 3 P.374 D.B.181,3, P.376 PLAt-l_,__., lip SEASONS PROPERTY LIXlllS_,_ ESS t0_ PARKING S C E NUMBER \78. 7 HEREBY DEDICATED Tp( PUBQ 661 USE EM T 20' DRA10AS A, "E• CENTERED' Qr� PIPE AND VARY G COUNTY APPROVAL BLOCK WIDTHS sKoWN AROUND 69DE it , 11 -, 11 �t '. 11, G� DATE DETEN96N BASIN ARE OtRE.6Y. ALBEMARLE COUNTY SERVICE AUTHORITY. le "N INDICATES MINOR, DEDICATED. DEPARTMENT OF ENGINEERING DATE 'AMENDMENT' AREAS Q V(:2 PLANNING AND COMMUNITY DEVELOPMENT DATE 20' SAN. SEWER EASEMENT D.6.1553 P.311 DEPARTMENT OF ZONING DATE FIRE OFFICER DATE 6 BUILDING OFFICIAL DATE DATE MARCH 13, 2002 m- J�LTH i XWEM96 1610211tv, s, w