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Home My WebLink AboutSDP200500149 Plan - Approved 2005-12-27AREA C JRLOCIK 3r *1\k)zrv1 I SITE AREA+ 3.31 ACRES BUILDING AREA, 113406 GSF ROPOSED PARKING EQ. # TOTAL NET LOADING BUILDING CONSTRUCTION (IBC)+ TYPE 1B (ASSISTED LIVING) BU/S.F. ATIO REQ F SPACE ROVIDED SPACES USE GROUP (IBC)+ I-2 (ASSISTED LIVING) IMPERVIOUS AREA+ 2.90 AC. PLANNING DEPARTMENT DATE PERVIOUS AREA+ 0.41 AC BUILDING OFFICIAL DATE PARKING REQUIRED, 168 SPACES SEE TABLE 'C' PARKING PROVIDED= 188 INCLUDING 6 HANDICAP OF WHICH 6 VAN ACCESSIBLE Table C Table C 168 188 +20 2 ENGINEERING DEPARTMENT DATE LOADING SPACES PROVIDED, 2 PARKING/CIRCULATION AREA+ 1.51 ACRES OPEN SPACEi 0.83 ACRES = TABLE AREA " APPROVAL-. BLOCK I II III IV V 42DU 2.25/DU 95 183 +88 N/A ALBEMARLE COUNTY FIRE AND RESCUE DATE ESTIMATED TRAFFIC GENERATI❑N1 2611 VPD SPECIAL USE PERMIT SP -98-43, SP -2005-00032 VI ALBEMARLE COUNTY SERVICE AUTHORITY DATE NOTES, VII INDEX [IF SHEETS 1. ST❑RMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE VIRGINIA DEPARTMENT OF TRANSPORTATION DATE SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER MANAGEMENT FACILITY VIII 2. THE SITE IS LOCATED IN DRAINAGE AREA DA—U. SUPPLEMENTAL WATER DRAWING NO, SHEET M0. TITLE QUALITY CONTROLS FOR AREA C, BLOCK 3 ARE PROVIDED WITH A WATER QUALITY IX 27252 4.5 PER 123 243 +120 4 ZONING DEPARTMENT DATE SWALE. 1000 GSF C-1 1 OF 8 COVER SHEET 2. FIRE FLOW (PER ACSA), FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 250 FEET TOTAL 386 614 +228 6 ARCHITECTURAL REVIEW BOARD DATE DISTANCE IS 4006 GPM @ 20 PSI. C-2 2 OF 8 GENERAL NOTES 3. ALL VIEWS OF EQUIPMENT AND ACCESSORY STRUCTURES FROM THE ROUTE 29 NORTH EC SHALL BE ELIMINATED. TABLE "C" - HOLLYMEAD TOWN CENTER C-3 3 OF 8 PROFFERS AND APPLICATION PLAN 4. NO. FIXTURE UNITS+ AREA "C" PARKING TABULATION FOR MIXED USAGES FIXTURE TYPE ASSISTED LIVING BLDG COMMERCIAL/ CONDO LAVATORY 172 43 DU/S.F REQUIRED #SPACES WATER CLOSETS 91 43 C-5 5 OF 8 SITE LAYOUT PLAN SINKS 13 8 III ASSISTED LIVING 84 1 PER 28 SHOWERS 84 0 3 BEDS BATHTUBS 3 16 C-6 6 OF 8 SITE GRADING AND UTILITY PLAN CONDOMINIUMS g 2 BEDS 16 SERVICE SINK 5 21 III WASHER (RESIDENTIAL) 1 8 2 SPACES C-7 7 OF 8 PHOTOMETRIC PLAN COMMERCIAL 27,375 4.5 PER 124 1000 G.S.F. C-8 8 OF 8 LANDSCAPE PLAN WASHER (COMMERCIAL) 2 23 LAUNDRY TUB 2 0 III DRINKING FOUNTAIN 0 13 5. SEPARATE METERING FOR COMMERCIAL AND RESIDENTIAL COMPONENTS, TOTAL 168 6. BACKFLOW PREVENTION REQUIRED. BLOCK USAGE PROPOSED PARKING RATIO REQUIRED C-4 4 OF 8 EXISTING SITE CONDITIONS & DEMOLITION PLAN REQUIRED S -D P 1 CHANGED MAGISTERIAL DISTRICT TO RIO JJK 01/24/06 _ DESIGNED BY: PROJECT: REVISION NUMBER: 2 ADDRESSED COUNTY COMMENTS JJK 01/30/06 � OF � DMJ HOLLYMEAD TOWN CENTER ENGINEERS DRAWN BY: AREA C, BLOCK 3 2 � a , SURVEYORS JLC PRELIMINARY SITE PLAN DRAWING NUMBER: D J NSEN PLANNERS TITLE. „d N .114 4 � REviEwED BY: COVER SHEET C— I �o �w ASSOCIATES DMJ 147MdIRidge Road 1402 Greenbrier Place WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: Lynchburg, VA 24502 ChaAonesville. VA 22901 s Phone: 434.582.6175 Phone: 434.984.2700 jDNAL www.wway.¢oc iatcr. nct 205106.01 51060 1 C-1 CIVIL SHOWN 12127105 1 OF 8 NO. REVISION BY DATE N0. REVISION BY DATE � V.• N/A Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.01 HTC BLOCK 3 PRELIMINARY\dwg\510601 C-1 .dwg 0 PR❑POSED/APPROVE MAX, SQ, FOOTAGE NUMBER OF DWELLINGS MAX, DWELLING C 200 5 000 1'z19 SITE DAAl Is TA: OWNER/APPLICANT+ POST OFFICE LAND TRUST SQUARE FOOTAGE TO PERMITTED BY BLOC PROPOSED/ APPROVED TO UNITS PERMITTED BY DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE c/❑ c.w. HURT CONTRACTORS, LLC P.O. BOX 8147 �: CHARLOTTESVILLE, VIRGINIA 22906 BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED ATTN+ KATURAH ROELL BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED (434) 979-8181 ENGINEER+ WW ASSOCIATES, INC. BLOCK III PROPOSED 50,000 PROPOSED 40 1402 GREENBRIER PLACE 3 4r��y CHARLOTTESVILLE, VA, 22901 BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 ATTN+ DAVID M. JENSEN, P.E. (434) 984-2700 BLOCK V NOT PERMITTED -- 42 50 F SOURCE OF SURVEY= RIVANNA ENGINEERING AND SURVEYING, PLC BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED �a�c SOURCE OF TOPOGRAPHY, RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULC❑NER CONSTRUCTION CO. INC. BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED COUNTY STATE+ ALBEMARLE COUNTY, VA. 1 n R MAGISTERIAL DISTRICT+ RI❑ BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED TAX MAP REFERENCE+ TAX MAP 32 PARCEL 41D ZONING+ PD—MCS ENTRANCE C❑RRID❑R OVERLAY DISTRICT BLOCK IX 27,252 40,000 NOT PERMITTED YARD REQUIREMENTS+ THIS PLAN IS IN CONFORMANCE WITH u i aVAT.E + D a%lAY ZMA 01-20 (AREA C) APPLICATION TOTAL PROPOSED SQ. FT. 27,252 42 VICINITY MAP BUFFER Z❑NE+ N/A PLAN AND PROFFER #1 MAX, SQUARE MAX, DWELLING UNITS FOOTAGE FOR AREA 275,000 FOR AREA C 120 SCALE:' 1'= 2000' MAXIMUM STRUCTURE HEIGHT+ 2-5 STORIES PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT SQUARE FOOTAGE REMAINING DWELLING EXISTING USE VACANT REMAINING FOR 247.748 UNITS FOR AREA C 78 PROPOSED USD COMMERCIAL RETAIL &OFFICE, ASSISTED LIVING & (OND❑MINIUMS AREA C WATER RESOURCE AREA+ COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED, NONE "B" - HOLLYMEAD TOWN CENTER WATER SUPPLY PROTECTION AREA+ NONE ALBEMARLE COUNTY DEPARTMENT C" OVERALL PARKING TABULATION TABLE AREA " APPROVAL-. BLOCK I II III IV V 42DU 2.25/DU 95 183 +88 N/A ALBEMARLE COUNTY FIRE AND RESCUE DATE ESTIMATED TRAFFIC GENERATI❑N1 2611 VPD SPECIAL USE PERMIT SP -98-43, SP -2005-00032 VI ALBEMARLE COUNTY SERVICE AUTHORITY DATE NOTES, VII INDEX [IF SHEETS 1. ST❑RMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE VIRGINIA DEPARTMENT OF TRANSPORTATION DATE SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER MANAGEMENT FACILITY VIII 2. THE SITE IS LOCATED IN DRAINAGE AREA DA—U. SUPPLEMENTAL WATER DRAWING NO, SHEET M0. TITLE QUALITY CONTROLS FOR AREA C, BLOCK 3 ARE PROVIDED WITH A WATER QUALITY IX 27252 4.5 PER 123 243 +120 4 ZONING DEPARTMENT DATE SWALE. 1000 GSF C-1 1 OF 8 COVER SHEET 2. FIRE FLOW (PER ACSA), FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 250 FEET TOTAL 386 614 +228 6 ARCHITECTURAL REVIEW BOARD DATE DISTANCE IS 4006 GPM @ 20 PSI. C-2 2 OF 8 GENERAL NOTES 3. ALL VIEWS OF EQUIPMENT AND ACCESSORY STRUCTURES FROM THE ROUTE 29 NORTH EC SHALL BE ELIMINATED. TABLE "C" - HOLLYMEAD TOWN CENTER C-3 3 OF 8 PROFFERS AND APPLICATION PLAN 4. NO. FIXTURE UNITS+ AREA "C" PARKING TABULATION FOR MIXED USAGES FIXTURE TYPE ASSISTED LIVING BLDG COMMERCIAL/ CONDO LAVATORY 172 43 DU/S.F REQUIRED #SPACES WATER CLOSETS 91 43 C-5 5 OF 8 SITE LAYOUT PLAN SINKS 13 8 III ASSISTED LIVING 84 1 PER 28 SHOWERS 84 0 3 BEDS BATHTUBS 3 16 C-6 6 OF 8 SITE GRADING AND UTILITY PLAN CONDOMINIUMS g 2 BEDS 16 SERVICE SINK 5 21 III WASHER (RESIDENTIAL) 1 8 2 SPACES C-7 7 OF 8 PHOTOMETRIC PLAN COMMERCIAL 27,375 4.5 PER 124 1000 G.S.F. C-8 8 OF 8 LANDSCAPE PLAN WASHER (COMMERCIAL) 2 23 LAUNDRY TUB 2 0 III DRINKING FOUNTAIN 0 13 5. SEPARATE METERING FOR COMMERCIAL AND RESIDENTIAL COMPONENTS, TOTAL 168 6. BACKFLOW PREVENTION REQUIRED. BLOCK USAGE PROPOSED PARKING RATIO REQUIRED C-4 4 OF 8 EXISTING SITE CONDITIONS & DEMOLITION PLAN REQUIRED S -D P 1 CHANGED MAGISTERIAL DISTRICT TO RIO JJK 01/24/06 _ DESIGNED BY: PROJECT: REVISION NUMBER: 2 ADDRESSED COUNTY COMMENTS JJK 01/30/06 � OF � DMJ HOLLYMEAD TOWN CENTER ENGINEERS DRAWN BY: AREA C, BLOCK 3 2 � a , SURVEYORS JLC PRELIMINARY SITE PLAN DRAWING NUMBER: D J NSEN PLANNERS TITLE. „d N .114 4 � REviEwED BY: COVER SHEET C— I �o �w ASSOCIATES DMJ 147MdIRidge Road 1402 Greenbrier Place WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: Lynchburg, VA 24502 ChaAonesville. VA 22901 s Phone: 434.582.6175 Phone: 434.984.2700 jDNAL www.wway.¢oc iatcr. nct 205106.01 51060 1 C-1 CIVIL SHOWN 12127105 1 OF 8 NO. REVISION BY DATE N0. REVISION BY DATE � V.• N/A Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.01 HTC BLOCK 3 PRELIMINARY\dwg\510601 C-1 .dwg 0 PR❑POSED/APPROVE MAX, SQ, FOOTAGE NUMBER OF DWELLINGS MAX, DWELLING C 200 5 000 1'z19 SITE DAAl Is TA: OWNER/APPLICANT+ POST OFFICE LAND TRUST SQUARE FOOTAGE TO PERMITTED BY BLOC PROPOSED/ APPROVED TO UNITS PERMITTED BY DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE c/❑ c.w. HURT CONTRACTORS, LLC P.O. BOX 8147 �: CHARLOTTESVILLE, VIRGINIA 22906 BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED ATTN+ KATURAH ROELL BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED (434) 979-8181 ENGINEER+ WW ASSOCIATES, INC. BLOCK III PROPOSED 50,000 PROPOSED 40 1402 GREENBRIER PLACE 3 4r��y CHARLOTTESVILLE, VA, 22901 BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 ATTN+ DAVID M. JENSEN, P.E. (434) 984-2700 BLOCK V NOT PERMITTED -- 42 50 F SOURCE OF SURVEY= RIVANNA ENGINEERING AND SURVEYING, PLC BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED �a�c SOURCE OF TOPOGRAPHY, RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULC❑NER CONSTRUCTION CO. INC. BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED COUNTY STATE+ ALBEMARLE COUNTY, VA. 1 n R MAGISTERIAL DISTRICT+ RI❑ BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED TAX MAP REFERENCE+ TAX MAP 32 PARCEL 41D ZONING+ PD—MCS ENTRANCE C❑RRID❑R OVERLAY DISTRICT BLOCK IX 27,252 40,000 NOT PERMITTED YARD REQUIREMENTS+ THIS PLAN IS IN CONFORMANCE WITH u i aVAT.E + D a%lAY ZMA 01-20 (AREA C) APPLICATION TOTAL PROPOSED SQ. FT. 27,252 42 VICINITY MAP BUFFER Z❑NE+ N/A PLAN AND PROFFER #1 MAX, SQUARE MAX, DWELLING UNITS FOOTAGE FOR AREA 275,000 FOR AREA C 120 SCALE:' 1'= 2000' MAXIMUM STRUCTURE HEIGHT+ 2-5 STORIES PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT SQUARE FOOTAGE REMAINING DWELLING EXISTING USE VACANT REMAINING FOR 247.748 UNITS FOR AREA C 78 PROPOSED USD COMMERCIAL RETAIL &OFFICE, ASSISTED LIVING & (OND❑MINIUMS AREA C WATER RESOURCE AREA+ COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED, REQUIRED S -D P 1 CHANGED MAGISTERIAL DISTRICT TO RIO JJK 01/24/06 _ DESIGNED BY: PROJECT: REVISION NUMBER: 2 ADDRESSED COUNTY COMMENTS JJK 01/30/06 � OF � DMJ HOLLYMEAD TOWN CENTER ENGINEERS DRAWN BY: AREA C, BLOCK 3 2 � a , SURVEYORS JLC PRELIMINARY SITE PLAN DRAWING NUMBER: D J NSEN PLANNERS TITLE. „d N .114 4 � REviEwED BY: COVER SHEET C— I �o �w ASSOCIATES DMJ 147MdIRidge Road 1402 Greenbrier Place WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: Lynchburg, VA 24502 ChaAonesville. VA 22901 s Phone: 434.582.6175 Phone: 434.984.2700 jDNAL www.wway.¢oc iatcr. nct 205106.01 51060 1 C-1 CIVIL SHOWN 12127105 1 OF 8 NO. REVISION BY DATE N0. REVISION BY DATE � V.• N/A Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.01 HTC BLOCK 3 PRELIMINARY\dwg\510601 C-1 .dwg 0 PR❑POSED/APPROVE MAX, SQ, FOOTAGE NUMBER OF DWELLINGS MAX, DWELLING C 200 5 000 1'z19 SITE DAAl Is TA: OWNER/APPLICANT+ POST OFFICE LAND TRUST SQUARE FOOTAGE TO PERMITTED BY BLOC PROPOSED/ APPROVED TO UNITS PERMITTED BY DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE c/❑ c.w. HURT CONTRACTORS, LLC P.O. BOX 8147 �: CHARLOTTESVILLE, VIRGINIA 22906 BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED ATTN+ KATURAH ROELL BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED (434) 979-8181 ENGINEER+ WW ASSOCIATES, INC. BLOCK III PROPOSED 50,000 PROPOSED 40 1402 GREENBRIER PLACE 3 4r��y CHARLOTTESVILLE, VA, 22901 BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 ATTN+ DAVID M. JENSEN, P.E. (434) 984-2700 BLOCK V NOT PERMITTED -- 42 50 F SOURCE OF SURVEY= RIVANNA ENGINEERING AND SURVEYING, PLC BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED �a�c SOURCE OF TOPOGRAPHY, RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULC❑NER CONSTRUCTION CO. INC. BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED COUNTY STATE+ ALBEMARLE COUNTY, VA. 1 n R MAGISTERIAL DISTRICT+ RI❑ BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED TAX MAP REFERENCE+ TAX MAP 32 PARCEL 41D ZONING+ PD—MCS ENTRANCE C❑RRID❑R OVERLAY DISTRICT BLOCK IX 27,252 40,000 NOT PERMITTED YARD REQUIREMENTS+ THIS PLAN IS IN CONFORMANCE WITH u i aVAT.E + D a%lAY ZMA 01-20 (AREA C) APPLICATION TOTAL PROPOSED SQ. FT. 27,252 42 VICINITY MAP BUFFER Z❑NE+ N/A PLAN AND PROFFER #1 MAX, SQUARE MAX, DWELLING UNITS FOOTAGE FOR AREA 275,000 FOR AREA C 120 SCALE:' 1'= 2000' MAXIMUM STRUCTURE HEIGHT+ 2-5 STORIES PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT SQUARE FOOTAGE REMAINING DWELLING EXISTING USE VACANT REMAINING FOR 247.748 UNITS FOR AREA C 78 PROPOSED USD COMMERCIAL RETAIL &OFFICE, ASSISTED LIVING & (OND❑MINIUMS AREA C WATER RESOURCE AREA+ COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED, S -D P 1 CHANGED MAGISTERIAL DISTRICT TO RIO JJK 01/24/06 _ DESIGNED BY: PROJECT: REVISION NUMBER: 2 ADDRESSED COUNTY COMMENTS JJK 01/30/06 � OF � DMJ HOLLYMEAD TOWN CENTER ENGINEERS DRAWN BY: AREA C, BLOCK 3 2 � a , SURVEYORS JLC PRELIMINARY SITE PLAN DRAWING NUMBER: D J NSEN PLANNERS TITLE. „d N .114 4 � REviEwED BY: COVER SHEET C— I �o �w ASSOCIATES DMJ 147MdIRidge Road 1402 Greenbrier Place WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: Lynchburg, VA 24502 ChaAonesville. VA 22901 s Phone: 434.582.6175 Phone: 434.984.2700 jDNAL www.wway.¢oc iatcr. nct 205106.01 51060 1 C-1 CIVIL SHOWN 12127105 1 OF 8 NO. REVISION BY DATE N0. REVISION BY DATE � V.• N/A Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.01 HTC BLOCK 3 PRELIMINARY\dwg\510601 C-1 .dwg 0 PR❑POSED/APPROVE MAX, SQ, FOOTAGE NUMBER OF DWELLINGS MAX, DWELLING C 200 5 000 1'z19 SITE DAAl Is TA: OWNER/APPLICANT+ POST OFFICE LAND TRUST SQUARE FOOTAGE TO PERMITTED BY BLOC PROPOSED/ APPROVED TO UNITS PERMITTED BY DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE c/❑ c.w. HURT CONTRACTORS, LLC P.O. BOX 8147 �: CHARLOTTESVILLE, VIRGINIA 22906 BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED ATTN+ KATURAH ROELL BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED (434) 979-8181 ENGINEER+ WW ASSOCIATES, INC. BLOCK III PROPOSED 50,000 PROPOSED 40 1402 GREENBRIER PLACE 3 4r��y CHARLOTTESVILLE, VA, 22901 BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 ATTN+ DAVID M. JENSEN, P.E. (434) 984-2700 BLOCK V NOT PERMITTED -- 42 50 F SOURCE OF SURVEY= RIVANNA ENGINEERING AND SURVEYING, PLC BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED �a�c SOURCE OF TOPOGRAPHY, RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULC❑NER CONSTRUCTION CO. INC. BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED COUNTY STATE+ ALBEMARLE COUNTY, VA. 1 n R MAGISTERIAL DISTRICT+ RI❑ BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED TAX MAP REFERENCE+ TAX MAP 32 PARCEL 41D ZONING+ PD—MCS ENTRANCE C❑RRID❑R OVERLAY DISTRICT BLOCK IX 27,252 40,000 NOT PERMITTED YARD REQUIREMENTS+ THIS PLAN IS IN CONFORMANCE WITH u i aVAT.E + D a%lAY ZMA 01-20 (AREA C) APPLICATION TOTAL PROPOSED SQ. FT. 27,252 42 VICINITY MAP BUFFER Z❑NE+ N/A PLAN AND PROFFER #1 MAX, SQUARE MAX, DWELLING UNITS FOOTAGE FOR AREA 275,000 FOR AREA C 120 SCALE:' 1'= 2000' MAXIMUM STRUCTURE HEIGHT+ 2-5 STORIES PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT SQUARE FOOTAGE REMAINING DWELLING EXISTING USE VACANT REMAINING FOR 247.748 UNITS FOR AREA C 78 PROPOSED USD COMMERCIAL RETAIL &OFFICE, ASSISTED LIVING & (OND❑MINIUMS AREA C WATER RESOURCE AREA+ COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED, MISCELLANEOUS NOTES 1. THIS PLAN IS TO BE USED FOR PRELIMINARY SITE DEVELOPMENT PURPOSES ONLY. 2. SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO POST OFFICE LAND TRUST, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 1661 PG. 116. THIS PROPERTY IS INDICATED AS TAX MAP 32 PARCEL 41D. 3. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "C" ON FEMA FIRM MAP 510006 0125 B, DATED 12/16/80. 4. THE TOTAL AREA OF THE PARCEL OF LAND AS SHOWN IS 3.31 ACRES. THE BOUNDARY AS SHOWN HAS BEEN DETERMINED BY RIVANNA ENGINEERING AND SURVEYING, PLC DECEMBER 2005. 5. THE EXISTING TOPOGRAPHY IS BY RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULCONER CONSTRUCTION Co. INC. 6. THE EXISTING ZONING FOR THIS AREA IS PD -MC, EC. 7. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER PROVIDED BY ALBEMARLE COUNTY SERVICE AUTHORITY. 8. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. ABBREVIATIONS BC BACK OF CURB BM BENCH MARK BO BLOW OFF C/C CENTER TO CENTER C G CURB AND GUTTER CIP CAST IRON PIPE CL CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CY CUBIC YARDS DIA DIAMETER DIP DUCTILE IRON PIPE EL ELEVATION ELEC ELECTRIC EX OR EXIST EXISTING FH FIRE HYDRANT FHT FIRE HYDRANT TEE GFS GROSS SQUARE FEET HB HORIZONTAL BEND HC HANDICAP INV INVERT IPF IRON PIN FOUND IPS IRON PIN SET LF LINEAR FEET LT LEFT MH MANHOLE NTS NOT TO SCALE NOTES: Ph= 434."4.27W O.C. ON CENTER PE POLYETHYLENE PROP PROPOSED RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SD STORM DRAIN SHC SEWER HOUSE CONNECTION SMH SEWER MANHOLE SS SANITARY SEWER ST STORM STA STATION STD STANDARD S/W SIDEWALK SWM STORMWATER MANAGEMENT TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED V VALVE WL WATERLINE W/M WATER METER WW WOVEN WIRE YDS YARDS 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILLITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. BACKFLOW PREVENTION REQUIRED. 10. ALL WATER METERS ARE TO BE SIZED BY THE ALBEMARLE COUNTY SERVICE AYTHORITY. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN TEN FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. GENERAL NOTES 1. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTION& MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. N0. REVISION BY DATE NO. REVISION BY DATE Vc �, M.ENSE � No 11 4 � ' ONAL 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. ROADWAY CONSTRUCTION NOTES 1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENGINEER. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 4. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE. 5. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25.0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 7. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 8. CONTRACTOR TO GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATLEY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 6 FEET WIDE UNLESS OTHERWISE NOTED 10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 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). LEGEND EXISTING NEW DESCRIPTION _435- -435- CONTOUR (INTERVAL AS INDICATED ON SITE PLAN) 56. 1 •56.1 SPOT ELEVATION 1 rl'YY, TREE LINE X X DEMOLISH EXISTING UGT CENTER/EDGE OF STREAM M FENCE AND GATE dh EDGE OF PAVEMENT -- -- PROPERTY LINE/RIGHT OF WAY - - - - - - - - EASEMENTS PROJECT:00 �- CG -2 HEADER CURB REVISION NUMBER: WAM CURB AND GUTTER DMJ r 1 s s HOLLYMEAD TOWN CENTER OVERHEAD POWER TELEPHONE DRAWN BY: SSAND/OR AREA C. BLOCK 3 ------- "- -- SANITARY SEWER 000f=WEE�= STORM DRAIN AND END WALL, TYPE AS INDICATED - - - - 8" W - WATER LINE -��-T W- TRAFFIC WIRE UGC -;= UNDERGROUND ELECTRICAL H6T- -Uff - UNDERGROUND TELEPHONE 1n%-;AlABANDONED REVIEWED BY OR REMOVED GENERAL NOTES UTILITY 0 STRUCTURE C WATER METER FHS FIRE HYDRANT YFDC FIRE Ph= 434."4.27W 205106.01 DEPARTMENT CONNECTION ® 1 2/27/05 WATER VALVE O SANITARY MANHOLE O O STORM MANHOLE F__'�o C --q CURB DROP INLET -eco -eco SANITARY CLEAN OUT C-2.dwg LIGHT POLE TELEPHONE POLE, WITH GUY AND ANCHOR �- -� POWER POLE SIGN RIPRAP O IRON PIN CONCRETE SIDEWALK QNUMBER OF STANDARD PARKING SPACES BM BENCHMARK LIMITS OF CLEARING AND GRADING O STOP SIGN O STREET NAME SIGN NOTES: 1. MAYSVA 0FROMETSHOSEOSHOWN. 2. R NOTSBEN8Sj?BOLS SHOWN AnDESIGNED BY: PROJECT:00 REVISION NUMBER: WAM DMJ HOLLYMEAD TOWN CENTER ENGINEERS DRAWN BY: AREA C. BLOCK 3 0 SURVEYORS JLC PRELIMINARY SITE PLAN DRAWING NUMBER: TITLE. PLANNERS REVIEWED BY GENERAL NOTES C-2 ASSOCIATES DMJ SHEET NUMBER. 1a7MillRidgeRmd 14MGrambtiaPim Lynchbmg,VA245M awiaftmifl.,VAM9o1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Pb":. 434.582.6175 Ph= 434."4.27W 205106.01 510601 C-2 CIVIL H: N/A 1 2/27/05 2 OF 8 V: N/A Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.01 HTC BLOCK 3 PRELIMINARY\dwg\510601 C-2.dwg ZMA-01-20 PROFFERS Holly mead Town Center Area C July 25, 2003 TAX MAP 32, Parcels 41D, 43A, 44, 45, 46 37.1 Acres Pursuant to Section 33.3 of the Albemarle County Code (the "Code"), the owners, or their duly authorized agents, hereby voluntarily proffer the conditions listed below which shall only be applied, except as specifically set forth herein to the area identified as Regional Service Area C on the Application Plan, (defined below) comprising all or some of the above referenced tax map parcels (the "Property"). These conditions are proffered as part of the requested zoning and it is agreed that: 1) the rezoning itself gives rise to the need for the conditions; and 2) such conditions have a reasonable relation to the rezoning request: 1. Development shall be in general accord with the Application Plan entitled Rezoning Application Plans for Hollymead Town Center Regional Service Area C, (Sheets A-1, A-2, only), prepared by Rivanna Engineering & Surveying, PLC, revised, last revised, July 7, 2003 ("Application Plan"). The standards of development and central features and major elements within the Property essential to the design of the development shall be in general accord with the Block Exhibit, the Code of Development's Narrative, and the Code of Development's tables and appendices set forth in the attached Application Booklet, entitled "Hollymead Town Center, Application Booklet, ZMA-01-20 (Area C)." The Owners have presented, as part of their rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to provide justification for the rezoning actions they are seeking. Unless specifically referenced in these proffers, all plans and illustrations submitted as part of Applicant's rezoning application, other than the Application Plan as defined above, shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of buildings, parking and drive aisles and drive-through window features and as shown on the Application Plan in order to: i) comply with conditions imposed by Special Use Permits, and ii) assure compliance with ARB requirements iii) and provide all necessary storm water management and BMP's as necessary. 2. The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause completion of the following road improvements that shall be roads constructed to VDOT standards and either be accepted by VDOT or be bonded for VDOTs acceptance as follow: A. Construction of Timberwood Boulevard, as depicted on the Application Plan and further described as follows: i) from the intersection at US Route 29 to a new terminus within Hollymead Town Center that is shown at the extension of the ZMA-01-020 Attachment E Hollymead Town Center Area C VDOT firture road improvement project of Airport Road, this will provide the connection to Airport Road from Route 29 as previously proffered as part of ZMA- 94-08. The constructed improvements shall include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 4 1 A to the first dual lane roundabout at access road B and Westbound lanes of dual left lanes, one du u lane and one continuous right turn lane from the roundabout at access road B to the intersection with Route 29, from the roundabout at access road B a two lane section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in Area C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and the County as part of the Area C site plan. B. Construction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timbetwood Boulevard. The turn lane and taper lengths will be determined with final road plans to be reviewed and approved by VDOT. C. Signalization at Timberwood Boulevard and Route 29 shall include reconstruction at the Forest Lakes Subdivision entrance location, as scheduled in coordination with VDOT. All tum movements shall be signaled at the intersection of Route 29 and Timbeiwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right turn lane and add a through lane according to the final design in the previous paragraph. D. The Owner proffers to dedicate land and construct a third through lane on Route 29 (consisting of lane width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be dedicated and construct: i) a continuous through lane 500 -feet to the Southern boundary of Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in the event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane starting at the right -in at the Northern boundary of TM 32 Parcel 41 A to the right -in at the Souther entrance of Area C. E. Construction of one additional continuous right tum Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning of the tum and taper of Worth Crossing and Route 29, and terminating at Timberwood Boulevard F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before the issuance of the first certificate of occupancy within Area B. If bonded, the road will be constructed for acceptance by VDOT within one year of the first certificate of occupancy. ZMA-01-020 Attachment E Hollymead Town CenkrArea C The road improvements listed in proffer 2 A, 2B, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOTs acceptance as a condition for issuance of any certificate of occupancy for Area C improvements (except as otherwise provided in proffer 2F). The width, length, location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 3. All road improvements listed in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in Area C; notwithstanding the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved sub -base gravel, curb and gutter, intermediate surface and necessary storm water management improvements and satisfactory completion of road improvements required for public safety, and signalization; but shall not include final activated signals which are subject to testing and synchronization according to VDOT inspection. All proffers to make road improvements contained in proffer 2 of these proffers are conditioned upon VDOT's approval of an entrance pernut at the Timberwood Boulevard intersection with Route 20 as shown on the Application Plan. The Owner shall submit to VDOT plans for such road improvements within 30 days of the rezoning and shall diligently pursue such approvals from VDOT. 4. Upon request of the County, the Owner shall contribute $10,000.00 to the County or VDOT for the purposes of funding a regional transportation study for the Route 29 Corridor. The $10,000.00 contribution shall be made within 30 days after requested by the County after the first final site plan or subdivision plat is approved in Area C and, if not expended for such purposes within three years from the date the funds were contributed, such funds shall be refunded to the Owner. 5. The Owner shall contribute $200,000.00 (the "total contribution") to the County for the purpose of funding capital improvements related to the Hollymead Town Center. The contribution shall be paid as follows: $100,000.00 shall be contributed to the County within 30 days after the first final site plan or subdivision plat containing dwelling units is approved in Area C; the remainder of the contribution shall be paid on a pro rata basis at the time a certificate of occupancy is issued for each dwelling unit; the pro rata contribution shall be based upon the number of dwelling units approved as part of the first final site plan or subdivision plat. If five years after the date of approval of the first final site plan or subdivision plat the total contribution has not been fully paid, the Owner ZMA-01-020 Attachment E Hollymead Town Center Area C shall contribute the unpaid balance within 30 days upon the request of the County. If the fund is not exhausted within 10 years from the date the last contribution is made, such unexpended fiords shall be refunded to the Owner. 6. Upon the request of the County, for any parcel used for non residential purposes in the portion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Community Development Authority ("CD A") established pursuant to Section 15.2-5152, et seq. of the Code of Virginia ("Code") to be created for the purpose of financing, finding, planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Route 29 and roads and other improvements associated therewith, which shall include, but may not be limited to improvements to Route 29 from the South Fork of the Rivanna River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the Srnrth and across the Rivanna River to connect to Berkrnar Drive. Submitted as of the 25" day of July 2003, by: Post Office Land Trust BY Charles W - Hurt, TrusteeShirley L. l*is r, Trustee. ITH DESIGNED PROJECT: REVISION NUMBER: WA HOLLYMEAD TOWN CENTER L ENGINEERS DRAWN BY: AREA C, BLOCK 3 SURVEYORS JLC PRELIMINARY SITE PLAN DRAWING NUMBER,: D D M. JENS PLANNERS TITLE: PROFFERS AND APPLICATION PLAN .d� REVIEWED BY: C-3 No 114 4 ASSOCIATES o DMJ A ' vg/ +► 147 Mill Ridge Road 1402GrccnbricrPlacc SHEET NUMBER: Lynchburg, VA 24502 CbaraftcsvUlc,VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: a9 p Phone: 434.582.6175 Phone: 434.994.2700 IDNAL �' www.wwaswciates.net 205106.01 510601C-3.dwg CIVIL H: N/A 12/27/05 3 OF 8 N0. REVISION BY DATE N0. REVISION BY DATE V: N/A Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.01 HTC BLOCK 3 PRELIMINARY\dwg\510601 C-3.dwg Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.01 HTC BLOCK 3 PRELIMINARY\dwg\510601 C-4.dwg ii SEE MATCH LINE THIS SHEET A RETAINING WALL lie of x n W/ GUARD RAIL . '77 �. r(�`'1[1'%C ' X ~-- `• -~..aI'/ 1Y J.R. l Propert :c,. 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RESIDENTIAL /'' I I r ' + STREETNAM %� ; } '� i L= IS.G3` GN E ' 1' MIN. i� t - "ems i L-, -- -12 fit i -++ '-+.^mss--�++►: 'y" �?i'�y / i �' r_._ __ v /� .._ - moi% 342 b RE SIG DISTANCE U - PH4S ,xa - -- - --- -- — ------ -- J . F ME ETjNG I 342' �J: SREE[`} TO TIM RWOOD BLVD. -'_ _....._._.,.,.-.,. .._..._._ _. __. ____ ...- --- __ _____ M�EETINC STREET �t I �� ____--- - -L I J III Cr, ' Public tF� P(t � _ - i 1 J - , d gem Are a — -._. .. J�� >i r '•,_>L- 1(! J L . `,\ 1� �•\\ , j �i .._�/�t ///�I//77 - )°/hT D i 1'" _. j, - �—_. ". . . L ✓%- '__ _ ____'--_-____ TSE: _ - / ,. , ., - \,\\ I t •l'F,..;,,,P;%7/ _. _--__�l j' ..r Cjl Z.)' �.- I `"_�' //' ' '�.. `\\ 1 �/ l l-<, \p if%l'° _ _ �I�,• ��), VV � Lzz IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED ' \ l.' '> 20' ACSA J 55 -- _ L EASEMENT 4 , F C'.S \ 1. �� r( GQ i % SCALE 1 30' W/ \\\\ \` 1 i`I / / a I III TEMP T''(P _ "A.' .\`�\�; 30' 0 30' 9.C. ASS-iVBi_'Y 1 REVISED DROP-OFF ENTRANCE DMJ 01/24/06 _ DESIGNED BY: PROJECT: REVISION NUMBER: 2 ADDED LOADING SPACE DMJ 01/25/06 of D1 DMJ HOLLYMEAD TOWN CENTER 3 3 ADDRESSED COUNTY COMMENTS JJK 01/30/06 ENGINEERS DRAWN BY: AREA C. BLOCK 3 SURVEYORS JLC PRELIMINARY SITE PLAN DRAWING NUMBER: DA J NSE � PLANNERS TITLE: N114$4 REVIEWED BY: SITE LAYOUT PLAN C-5 ASSOCIATES DMJ 147 Mill Roes 14o�cr>M SHEET NUMBER: d' -✓ ti} W. �°usoi c v,VA 01 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: - DATE: �a9 rhaoe 4334.sszbl7s rhow 434-M2NO , N0. REVISION BY DATE NO. REVISION —T—BY DATE NAL �. od. WMd 205106.0 9 5 9 0601 C-5 CIVIL V: NIA 30 12127105 5 OF 8 Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.01 HTC BLOCK 3 PRELIMINARY\dwg\510601 C-5.dwg r RETAINING WAL 11 t/Nue of ..... .... ___Wj GUARD-EAL, Wp_ 32 V --Tr W.._PMve r 47 BW 562.25 -- fl) 'hA Lix--s LLC ........ _0 WNER ---- - ------- BW 582.00 DB 4 9 7-0 PG. -D-D -2685 PG: 29-6- - TW 587.50 !zz .... ... ....... BW 584.00 Zone: NAIDEC • HT _b Use Vac a n_� 11611 Azil 71Sp Z 60 Drain is c-,, C ge M( 65.3P 0 rl --------- 106 R __ Z OD B, L V0. < Dra;rCCj L(iserriet),_ 2 C 68 STOP SIGN SW A12r,R1 STRE MEE 9 IGN V -Z aw 00 W S- OD 0jr P, 7 _J 190 OD•L 0 J _0 U C4 3" DOM�STIC SERVIC Z IN�G�SS 2" W/M CA, It 7. __9 _J 0 /Z CAJ IAJ 587.00 x C) 6. ;�(,Q 1p e�16 N ell 9 590 vrr T 32 Par 45 D z 24p S- V Assowiates EPI IESSED OWNER: CURB INGRESS D& 9 P(;: 274 �IEG 588 Y, x /588.30 61 Plat --DB- 141 PG: 2 ONE WAY RETAINING WALL RA DO NOT ZONE. L.L. 588.30 (4 STORY) 6 FS W/GUARD RAIL • ENTER U.L. 602.30 (3 STORY) 4- S USE: Single Family Home e '7 pr, ASSISTED N, 590588 I 602.30 LIVING FOOTPRINT= 17,150 S.F. V y 69,086 G.S.F. 592 590 /W 602.8 )c �\ \I % IV, 602_30 W 59 7.22 rW -MIN °D 95.)4j /TOP OF EX. ST -65 602.80 -12 598.58 594 bo_ 98 2 U7.31 ELEV. BM 9. 11 6 596 1 1 .4 098 2 4 79 9 0 69 Drainage Eoseti-,ent- 601.0 600 D8 Il \� .� 12 LIMITS OF CLEARING AND GRADING 24P 6 32 Par 41-D 14*X25' LOADING 596 11A EAM4 T 4 602.30 �OWNER- ---Post Office FH Trust Land Trus CG CO DUMPSTER PAD TEMPORARY CONSTRUCTION AND RE 9 OARD ON BOARD SCRE Area C Blo6k 4 GRADING EASEMENT TO BE NULL AND S I VOID UPON COMPLETION OF / N a, ---2-,,122 Acres 01.66 x CONSTRUCTION OF IMPROVEMENTS ON 1 l `i%/, ;, ' Jil l BLOCK 3 PG.- 645 7 DB: 2397 :�;_ � / 1 1 q/ 01.66/�, if I . / I ZONE: PD- AIC; EC X N46--3,7b0*E USE: Vacant New 24' Access Easement 4 x 01.00 600) - ER: One- 44 SPACE -W OWAT T7n ?,9 Pa, i- LOADING G N4617'47 DB.- 9,31111 th Land Trust L=12.J4 20' ACSA 12'X25' '748 W/L EASEMENT A- PC1 7 FF602-00 ONk 30 (4 STORY) -RA F.F.;IC600. 601-00 598, F.F.OD VVeant ROW) (2 STORY) _ i1' 17. RI T=17,324 S.F. FOO P V, �7, 75 S.F. COMMERCIAL STOP SIGN & 1�6 45 G.S.F. RESIDENTIAL /% J ,% \, 1� C43 STREET NAME j�� L=75.63' SIGN I MIN v� J601.52 At CG IS -12 -A -Z '32"W •S36*53 1-u- & 0 .40 , r1M. FUTURE )ISTANCE L -T L -W 342' SIG 0 i:� OF MEK7GIISE 1 342 10 TIM RW BLvn SREEET 1 7 UFE'TJNC STREET Z, -�t�,vv ;,(YI) dujr)L� ub Ne H/ jar 67' P J 32 Par 41 D" . .......... ------- 4� --O-f rwe 0 WATER: T dWD'i -Land Trust ........... ------ ----- - - -------- --- .......... . . . Area C -Bteck- 2 T_ -JLALI 00 N -,Orn 3.93- -Acxe� q� 37*26-1, 6 e 49.30' N37*26 51 E zo _'E -C A- v NE: PD- MC; � �,,: t�- 0 b 'N 120.18' _j --Vacant USE. S52*33'09*E 41. h/ 6.00 N Nk, IF THIS DRAWING IS A REDUCTION 0 SCALE: 1 30' 20 ACSA kN GRAPHIC SCALE MUST BE USED W/L EASEMENT II A OD TEM P, E _13-E. -ASSEMBL"( LIP, -A 30' 0 30' 1 REVISED DROP-OFF ENTRANCE DMJ 01/24/06 = DESIGNED BY: PROJECT: REVISION NUMBER: OP 2 ADDED LOADING SPACE DMJ 01/25/06 DMJ HOLLYMEAD TOWN CENTER 3 3 ADDRESSED COUNTY COMMENTS JJK 01/30/06 ENGINEERS DRAWN BY. Ad?, -EA C,, BLOCK 3 SURVEYORS JLC PRELIMINARY SITE PLAN DRAWING NUMBER: JENS N PLANNERS TITLE: 4 ASSOCIATES REVIEWED BY: SITE GRADING & C-6 N1 11 J8DMJ UTILITY PLAN 10 SHEET NUMBER: 1* Ra" 14M Greenbria Ph= -�fi A-, L 2AS02 ChvWftwAW.VA2V01 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DAT *AL ftow. 434.592.6175 Phmw. 434-M.2WO H: 1 "=30' NO. REVISION BY DATE NO. REVISION BY DATE WWW.WwauOds".M 205106.01 510601C-6 CIVIL V: NIA 12127105 1 6 OF 8 Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.01 HTC BLOCK 3 PRELIMINARY\dwg\510601C-6.dwg Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.01 HTC BLOCK 3 PRELIMINARY\dwg\510601 C-7.dwg I '. , / �/ / I , , , , , � .. , ;,� , ,1/ �,�� I — rf. 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JENSEN 'P : PLANNERS REVIEWED BY: TITLE: LANDSCAPING C-8 V6 No 11 4 0 InA ASSOCIATES DMJ PLAN __ 14; SHEET NUMBER: L =IlVd Rmd 14M Gmeabda Pim I AP24502 QW1vUm"11e6VA=01 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 10MMAL Phom 434.5V-6175 Phms: 434A42700 H: 1 "=30' 8 OF 8 1 1 W"mWassocismLm 1 205106.01 1 510601 C-8 CIVIL V: NIA 12127105 1 Drawing Path: M:\205106 Hollymead Town Center Block 3\205106.01 HTC BLOCK 3 PRELlMlNARY\dwg\510601C-8.dwg