The URL can be used to link to this page

Home My WebLink AboutSDP200400111 Plan - Approved Preliminary Site Plan 2005-03-10ADJACENT PAR,CEL.5 TAX MAP 9 1, PARCEL 2D2, LOT A 1 MILL CREEK MARKET J * J DEVELOPMENT L.L.C. D.B. 1895 P. I G8-! 71 D.B. 191 5 P. GG2 PLAT ZONED P.D.S.C. ENTRANCE CORRIDOR OVERLAY DISTRICT TAX MAP 9 1, PARCEL 2D2, LOT A2 CLASSY CAR WASH CAR CARE CENTER L.L.C. D.B. 1 895 P. I G8-1 71 D.B. 191 5 P. GG2 PLAT ZONED P.D.5.C. ENTRANCE CORRIDOR OVERLAY DISTRICT TAX MAP 9 1, PARCEL 2132, LOT B SECOND BANK * TRUST COLA L.L.C. D.B. 1 128 P. 103 D.B. 1492 P. G83 PLAT ZONED P.D.S.C. ENTRANCE CORRIDOR OVERLAY DISTRICT TAX MAP 9 I PARCEL 2 COUNTY OF ALBEMARLE UNDEVELOPED D.B. 1492, P. G7G ZONED R-1 5 TAX MAP 9 1 PARCEL I ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 919 P. 74G ZONED K-) SITE 5ENCH MARKS: SURVEY CONTROL POINT T-2 NAIL WITH FLASHER ELEV. 577.52 TOPOGRAPHY BASED ON SURVEY BY THOMAS B. LINCOLN LAND SURVEYOR INC., DATED 10-1 2-04 CONTOUR INTERVAL: EXISTING GRADES: 2' FINISH GRADES: 2' FINISH GRADES PARKING LOT: 1' BOUNDARY INFORMATION BASED ON THE FOLLOWING PLATS * SITE PLANS: ROUDABUSH * GALE ASSOCIATES, INC. DATED 2-17-99 D.B. 1071 P. 493-49G PLAT PLAT BY THOMAS B. LINCOLN LAND SURVEYOR, INC., DATED 10-1 2-04 D.B. 1915 P.GG2 51TE PLAN BY JOHN GREENE P.E. FOR MILL CREEK MARKET CAR WASH DATED 5-30-00 SITE ■ EXISTING PROPOSED - BUILDING 0 sf 0% 6,374 sf = 8.45% OPEN 71,2555 sf 94.51% 8,713 sf = I I .5G% PAVED �■r 60,309 sf = 79.98% TOTAL ■ ' GG,G83 sf = 88.44% TOTAL 75,402 sf 100.00% 75,402 sf = 100.00% A GENERAL CONSTRUCTION NOTES 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). TH.I5 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 AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. 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 DI5TRURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE 15 2: ! . WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:j OK BETTER ARE TO BE ACHIEVED. 5. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, IT 15 DEEMED NECESSARY IN ORDER TO 5TABALIZE A DRAINAGE CHANNEL. G. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLA55 111. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR, PART 192G). 9. IT SHALL BE THE CONTRACTORS3 RE51'ONBIBILITY TO CHECK ALL DIMENSIONS, 51TE CONDITIONS, FINAL GRADING AND FIELD LAYOUT ONd TH/5 PROJECT AND REPORT ALL INCON515TANCIE5 TO THE ENGINEER, SURVEYOR, ARCHITECT AND OWNER. SHOULD THE CONTRACTOR FAIL TO COMPLY WITH THE ABOVE HE WILL ASSUME TOTAL RESPONSIBILITY FOR ANY ERRORS AND INCON515TINCIE5. 10. THE SPILLOVER. OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS -0NING DISTRICTS SHALL NOT EXCEED ONE HALF (1/2) FOOT CANDLE. 1 1. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND. 12. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N- 12 CORRUGATED POLYETYLENE PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYfPE PB -1 , 13. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE STATE BUILDING CODE IN EFFECT AT THE TIME OF CONSTRUCTION. 14, EACH OUTDOOR LUMINAKE EQIUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMIINARE OF, A DECORATIVE LUMINARE WITH FULL CUTOFF OPTICS. 15. SEE DKWG5. FOR REQ'D PAKKIN(G SETBACKS; REQUIRED BUILDING SETBACK 15 50 FT. 1 G. PROPOSED PLUMBING FIXTURES: TO BE DETERMINED. 17. THE PROPOSED BUILDING WILL BE SPRINKLED IN ACCORDANCE WITH NEPA 13 AND A BOOSTED, PUMP PROVIDED TO MEET ALBEMARLE COUNTY SER\VICE AUTHORITY MIN. FIRE FLOW. 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY IN5PECTOK,5. THE CONTRACTOR WILL BE RESPONSIBLE FOP, NOTIFYING TINE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE 51-10W�ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON H 15 OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND 5TKIUCTUKE5 AS NECESSARY. 3. ALL MATERIALS AND CON5TRUC"(ION SHALL COMPLY WITH GENERAL WATER AND SEWER CON5TRUCITION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY 5EKVI(CE AUTHORITY ON JANUARY 15, 1998, 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY' (1 800 552 7001). G. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTER LINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLlINE5, ECT. 7. ALL WATER AND SEWER APPUKTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9, CONTRACTOR SHALL PROVIDE /AC5A COMPACTION TEST RESULTS IN ALL FILL AREAS. 10. A BACKFLOW PREVENTION DEVICE AND A PRESSURE REDUCING VALVE ARE REQUIRED ON THE DOMESTIC WATER SERVICE LINE. VICINITY MAP SCALE: 1 " = 2000 FT. FLOODPLAIN * 'WATEKSHED I . THE 51TE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. DRAWING INDEX CS COVER SHEET G- I 51TE PLAN C-2 EXTENDED 51TE PLAN 2. THE 51TE 15 LOCATED IN FLOOD ZONE C, (OUTSIDE THE 100 YEAR FLOOD PLAIN LIMITS) A5 SHOWN ON THE OFFICIAL FLOOD INSURANCE MAPS FOR ALBEMARLE CO. 3, THERE ARE NO STREAM BUFFER LIMITS APPLICABLE TO THIS PROPERTY, 4, THI5 SITE 15 INCLUDED IN THE AGREEMENT WITH LAKESIDE APARTMENTS AND MONTICELLO HIGH SCHOOL TO USE THE DOWNSTREAM LAKE AS REGIONAL 5TOKMWATER DETENTION * BIMP. TRAFFIC AISLES AND PARKING AKEA5: 8" VDOT 2 JA WITH BASE COAT, 2" TYPE 5M -2A ASPHALT HEAVY DUTY PAVEMENT: 8" C)F 2 1 -A BASE STONE; 3" BM -2; 2" SM 2-A WALKS: 4" VDOT 21 OR 2 1 A„ 4" CLA55 A3 CONC. DUMP5TIR PAD: 8" VDOT 21 -A, 8" CLA55 A-3 CONC. WITH #40 BARS @ 12" O.C. EACH WAY, THE STREETS IN THI5 SUBDI\V/I510N MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY ROAD SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY VDOT OR ALBEMARLE COUNTY. LARGIE SCALE LOCATED ON SHEET NO. SMALL SCALE REFERENCE Reviewed and Approvedly the to M:ui. SDLP OWNER CKEEKMILL, L.L.C. P. O. BOX 744 CHARLOTTESVILLE, VA. 22902 DEVELOPER. CREEKMILL, L.L.G. P. O. BOX 744 CHARLOTTESVILLE, VA. 22902 TMP * AC R,EAG E 9 1-2D3 LOT C 1 .73 1 ACRES ZONING P.D.5.C. WITH ZMA--95-21 ENTRANCE CORRIDOR OVERLAY D15TKICT ACCESS EASEMENTS SHALL BE DEDICATED TO PUBLIC USE CREEKIVIILL COMMONS �i—STORY OFFICE BDDING PROPOSED USE E3U I LDI NG NOTES USE: BUSINESS (PROFESSIONAL OFFICE BUILDING) 25,239 5Q, FT, 4 STORIES, 55 FT. HIGH MAX. TYPE 3B CONSTRUCTION; BUILDING WILL BE SPRINKLED G7 EMPLOYEES MAX. PAKKING SCf—iEDULE REQUIRED PARKING: 25,239 5F 80%X I 51-./2005F = 101 SPACES PARKING PROVIDED: = 101 SPACES 4 SPACES (I O' X 18') - MIN. A15LE WIDTH 20 FEET 34 5PACE5 (8' X 1 8) - MIN. AISLE WIDTH 24 FEET 58 SPACES (9'X 18') - MIN. AI5LE WIDTH 24 FEET WITH I G' PAVED 2 FT. OVERHANG 5 ACCESSIBLE SPACES (8'X 18') 4 OF WHICH ARE VAN ACCESSIBLE LAND U5E 5CHEDULE PARKING * VEHIC. CIRC. AREA 53,830 sf = 71.30% SITE LIGHTING 51TE LIGHTING SHALL COMPLY WITH SECTION 18 - 4 - 17 OF THE ZONING ORDINANCE. 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, 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. MAX. POLE HT: 20 FT. ABOVE GRADE. DEPT. OF PLANNING AND COMMUNITY DEV DEPT. OF ENGINEERING DEPT. OF ZONING AF FROVAL5 VIRGINIA DEPT. OF HIGHWAYS VIRGINIA DEPT, OF HEALTH ALBEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY FIRE OFFICIAL ALBEMARLE COUNTY BUILDING OFFICIAL M z O w JOB NO: 0230 DATE: 1-31-05 DRAWN: WP NKL AMR �r EXISTING PROPOSED BUILDING 0 sf 0% 6,374 sf = 8.45% OPEN 71,2555 sf 94.51% 8,713 sf = I I .5G% PAVED 4,143 sf 5.49% 60,309 sf = 79.98% TOTAL IMPERVIOUS AREA GG,G83 sf = 88.44% TOTAL 75,402 sf 100.00% 75,402 sf = 100.00% PARKING * VEHIC. CIRC. AREA 53,830 sf = 71.30% SITE LIGHTING 51TE LIGHTING SHALL COMPLY WITH SECTION 18 - 4 - 17 OF THE ZONING ORDINANCE. 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, 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. MAX. POLE HT: 20 FT. ABOVE GRADE. DEPT. OF PLANNING AND COMMUNITY DEV DEPT. OF ENGINEERING DEPT. OF ZONING AF FROVAL5 VIRGINIA DEPT. OF HIGHWAYS VIRGINIA DEPT, OF HEALTH ALBEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY FIRE OFFICIAL ALBEMARLE COUNTY BUILDING OFFICIAL M z O w JOB NO: 0230 DATE: 1-31-05 DRAWN: WP NKL AMR �r O \ \ \ 20 30 60, do � oll \. MATCH LIN G QJ' AG p `� Gp�nG O ,/ � � ; 4 h �� \r\ '� Gni • �' �. Ul z ul w ry S0 ,,, 0 JOB NO: 0230 G � V \' i �J U �\ �� 3 OF 3 0 Z -iZ- �p Zw°-0� -10 L �0�> j IL 3- CJ Lj f / L 0-W �W w �/n \\ 111 �, S0 ,,, 0 JOB NO: 0230 G � V \' i �J MATCH LG " �\ �� 3 OF 3