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HomeMy WebLinkAboutSDP200500011 Plan - Other (not approved) 2005-02-15 (4)M9 M9 M1 MR 7rID N C N a09 1F1C)LLy,,.,).v1EAD Nv F—... TER ARF—,.A C B1 OCK 9 ALBF---..MARLE CO UN FY VIRGINIA V JD1N.UA1TDxY 15 2005 SITE DATA: AN ]jPjL1JDLX1' IMIN A IDY SIT OWNER/APPLICANT: POST OFFICE LAND TRUST C/O C.W. HURT CONTRACTORS, LLC SDP P.O. BOX 8147 —20(05-00011 0 CHARLOTTESVILLE, VIRGINIA 22906 TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION ATTN: KATURAH ROELL (434) 979-8181 ENGINEER: WW ASSOCIATES, INC. PROPOSED/APPROVED MAX. SQ. FOOTAGE NUMBER OF DWELLINGS MAX. DWELLING 1402 GREENBRIER PLACE SQUARE FOOTAGE TO PERMITTED BY BLOCK PROPOSED/APPROVED TO UNITS PERMITTED BY CHARLOTTESVILLE, VA. 22901 DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE ATTN: DAVID M. JENSEN, P.E. (434) 984-2700 BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED SOURCE OF SURVEY: RIVANNA ENGINEERING AND SURVEYING, PLC BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED -- '� SSR 15 ^�ntF<4 SOURCE OF TOPOGRAPHY: RIVANNA ENGINEERING AND SURVEYING, PLC AND BLOCK III NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 40L SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC. ' COUNTY STAT BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 �,� �A ss<, ��' E. ALBEMARLE COUNTY, VA. ' MAGISTERIAL DISTRICT: RIO BLOCK V NOT PERMITTED -- 42 50 A.� TAX MAP REFERENCE: TAX MAP 32 PARCEL 41 D BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED ZONING: PD—MC; ENTRANCE CORRIDOR OVERLAY DISTRICT 46 BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED -- + a" 40 YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH ,� " �y ZMA 01-20 AREA C APPLICATION �e.1 4BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED -- �,` ( ) r PLAN AND PROFFER #1 BLOCK IX 25,943 40,000 NOT PERMITTED -- am c WATE l DWAY ° ,� BUFFER ZONE: N/A TOTAL PROPOSED'` s r MAXIMUM STRUCTURE HEIGHT: 2 STORIES PER ZMA 01-20 SQ. FT. 25,943 42 (AREA C) CODE OF DEVELOPMENT MAX. SQUARE 275,000 MAX. DWELLING UNITS 120 EXISTING USE: VACANT FOOTAGE FOR AREA C FOR AREA C PROPOSED USE: COMMERCIAL RETAIL SQUARE FOOTAGE REMAINING DWELLING 78 VICINITIY MAP WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA REMAINING FOR 249,057 UNITS FOR AREA C AREA C SCALE: 1"= 2000' RESERVOIR WATERSHED: NONE WATER SUPPLY PROTECTION AREA: NONE SITE AREA: 3.39 ACRES BUILDING AREA: 25,943 GSF J. BUILDING CONSTRUCTION (IBC): TYPE 26 TABLE "B" - HOLLYMEAD TOWN CENTER INDEX OF SHEETS USE GROUP (IBC): e AREA "C" OVERALL PARKING TABULATION APPROX. No. EMPLOYEES: 38 PROPOSED PARKING REQ. # TOTAL LOADING DRAWING NO. SHEET NO. 'TITLE IMPERVIOUS AREA: 2.79 AC. BLOCK DU/S.F. RAnO REQ F SPACES PROVIDED NET SPACES PERVIOUS AREA: 0.6 AC I C-1 1 OF 7 COVER SHEET PARKING REQUIRED: 117 SPACES (4.5 PER 1,000 GSF) SEE TABLE "B" II C-2 2 OF 7 GENERAL NOTES PARKING PROVIDED: 233 INCLUDING 8 HANDICAP OF WHICH 2 VAN ACCESSIBLE III C-3 3 OF 7 EXISTING CONDITIONS PLAN LOADING SPACES PROVIDED: 4 (12' X 25') IV PARKING/CIRCULATION AREA: 2.19 ACRES C-4 4 OF 7 SITE LAYOUT PLAN IMPERV M COVER: 2.79 ACRES V = 42DU 2.25/DU 95 183 +88 N/A C-5 5 OF 7 SITE GRADING AND UTILITY PLAN OPEN SPACE: 0.60 ACRES VI ESTIMATED TRAFFIC GENERATION: 1,476 VPD VII C-6 6 OF 7 PROFFERS AND APPLICATION PLAN VIII C-7 7 OF 7 LANDSCAPE PLAN NOTES: IX 25,943 4.5 PER 117 233 +116 4 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE 1000 GSF SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER FACILITY 1 AND THE SITE IS LOCATED IN DRAINAGE AREA DA -A. SUPPLEMENTAL WATER TOTAL 212 416 +214 4 QUALITY CONTROLS FOR AREA C, BLOCK 9 ARE PROVIDED WITH TWO ON-SITE JUL. 0 6 2005 BIO RETENTION FACILITIES. 2. FIRE FLOW (PER ACSA), FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 250 FEET DISTANCE IS 4006 GPM ® 20 PSI. 1 ADDRESS COUNTY COMMENTS DMJ 05/09/05 LIJ OF DESIGNED BY: PROJECT. HOLLYMEAD TOWN CENTER REVISION NUMBER: 2 ADDRESS COUNTY/OWNER COMMENTS DMJ 06/13/05 ENGINEERS DRAWN B . AREA C, BLOCK 9 2 SURVEYORS JPD PRELIMINARY SITE PLAN DRAWING NUMBER: DAVID M. JENSEN a PLANNERS TITLE: No. 11484J.4" RVIEWED BY: COVER SHEET C — ASSOCIATES DMJ 147 Mill Ridge Road 1402 Greenbrier Place SHEET NUMBER: ti Lynchburg, VA 24502 Chnrloumv111c,VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: s`4jDNAL �'Phone: 434.582.6175 Phone: 434.984.2700 O� 7 NO. www.wwassociates.net 204225. OOc o REVISION BY DATE NO. REVISION BY DATEblock 9 working.dwg .CIVIL AS INDICATED 02/1505 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 37.13 ACRES. THE BOUNDARY AS SHOWN HAS BEEN DETERMINED FROM RIVANNA ENGINEERING AND SURVEYING, PLC ON JULY 13, 2004. 5. THE EXISTING TOPOGRAPHY IS FROM BY OTHERS, CHARLOTTESVILLE, VA. 6. THE EXISTING ZONING FOR THIS AREA IS PD -MC; EC. 7. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH 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 C/C CENTER TO CENTER C G CURB AND GUTTER CIP CAST IRON PIPE EDGE OF PAVEMENT CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CY CUBIC YARDS DIA DIAMETER EL ELEVATION ELEC ELECTRIC EX OR EXIST EXISTING FH FIRE HYDRANT GFS GROSS SQUARE FEET HB HORIZONTAL BEND HC HANDICAP INV INVERT IPS IRON PIN SET IPF IRON PIN FOUND LF LINEAR FEET LT LEFT MH MANHOLE SMH SEWER MANHOLE NOTES: NTS NOT TO SCALE O.C. ON CENTER PE POLYETHYLENE PROP PROPOSED RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SS SANITARY SEWER ST STORM STA STATION STD STANDARD S/W SIDEWALK TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED WL WATERLINE WW WOVEN WIRE YDS YARDS 6'V 6" VALVE SWM STORMWATER MANAGEMENT SD STORM DRAIN 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 GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRATOR 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. 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. NO. I REVISION 1 BY I DATE I NO. 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 FOUR 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 OBJECTIONAL 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. )I K tll IID M. JENSEN No. 11484 �ill¢I b� ti 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/CIN 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. ENGINEERS SURVEYORS PLANNERS 147M IRWploM 14020hemhu Pbm LSrrhhmg VA 24M bWnlmvftVA22P01 Ph®a: 434.582.6175 Phm 434984.1700 �..,,..ocid..m 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). DESIGNED BY.• PROJECT: DMJ DRAWN BY: JPD TITLE. REVIEWED BY: DAM WWA NUMBER: FILE NAME: 204224.00co block 9 work) LEGEND EXISTING NEW DESCRIPTION ---435--- - 435 - CONTOUR (INTERVAL AS INDICATED ON SITE PLAN) -56.1 •56.1 SPOT ELEVATION rYYY\ r'y 1 TREE LINE SEE LANDSCAPE PLAN L-1 TREE SEE LANDSCAPE PLAN L-1 BUSH OOOOOOOVC 2O„O„o„o„ RIPRAP J IRON PIN PIN CONCRETE SIDEWALK NEW SHOULDER NEW TURN LANE PAVEMENT NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 PRELIMINARY SITE PLAN GENERAL NOTES DISCIPLINE: SCALE: DATE: CIVIL NONE 02/1 REVISION NUMBER: 0 DRAWING NUMBER: C-2 SHEET NUMBER: 2 OF 7 UGT CENTER/EDGE OF STREAM M FENCE AND GATE EDGE OF PAVEMENT -� PROPERTY LINE/RIGHT OF WAY TAX MAP LINE OVERHEAD POWER AND/OR TELEPHONE SS - - SANITARY SEWER SO STORM DRAIN AND END WALL, 0o TYPE AS INDICATED $ WL WATER LINE T__W TW TRAFFIC WIRE UGE LIGE UNDERGROUND ELECTRICAL li6T- UNDERGROUND TELEPHONE X/ 1 ABANDONED OR REMOVED UTILITY - STRUCTURE WATER METER FH FIRE HYDRANT IFDC FIRE DEPARTMENT CONNECTION ® t, WATER VALVE smH Sq O SANITARY MANHOLE sT 5T STORM MANHOLE m o DROP INLET 4 CURB DROP INLET pco --Oco SANITARY CLEAN OUT 0- # LIGHT POLE 1>-3 TELEPHONE POLE, WITH GUY AND ANCHOR POWER POLE Q SIGN SEE LANDSCAPE PLAN L-1 TREE SEE LANDSCAPE PLAN L-1 BUSH OOOOOOOVC 2O„O„o„o„ RIPRAP J IRON PIN PIN CONCRETE SIDEWALK NEW SHOULDER NEW TURN LANE PAVEMENT NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 PRELIMINARY SITE PLAN GENERAL NOTES DISCIPLINE: SCALE: DATE: CIVIL NONE 02/1 REVISION NUMBER: 0 DRAWING NUMBER: C-2 SHEET NUMBER: 2 OF 7 i I I 1 It ti 4 1 I I ,I I� ► I11,'',�,II'I,'�T�n32 - -_ / I I , 1 I I 1 1 1� 11 1 I I{ _-------- T�n �, a1' � ��. I _ � I I I � J ) 1 I I �-. 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EXISTING SITE CONDITIONS C—,3 i4nxsa®exe.a 14MGmeWmiesPWe SHEET NUMBER: Lynahbug,VAz4soz CbsdaftnAkgVA2MI WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 43a.s�.6i�s Phew: 434.984—nW 3 0 F 7 """`""'°B0C""'°°` 204225.00co block 9 working.dwg CIVIL 1 "=30' 02/15/05 1 — , I , 1 , I I \ 1 I1 , I I T 32*1,__------- --- / T�i 32�ar 4� 1 I� I I I ) I I I I I I I I ` 1 1 1 I I, I - --! \ LC I I P I �) o --� dila O\ \I I ! 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I REVISION I BY I DATE I NO. 03 cr�9y !� �DC—MC �,ZON . P S` / ; " �' / USE: VACA__ CP CP , f O J O BY I DATE 1 DA M. JENSE�V� „t No. 14 4 L� k+.,, /? 0 Aid ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mill Ridge Roed 1402 Greenbrier rim Lycehbarg, VA 24502 CBttbmerM% VA="1 Phaoa 434 582 6175 ft=: 434984.2700 w".wwms0Ci".w \.JP GRAPHIC SCALE MUST BE USED LOCK. - A�� �,,,9 SCALE: "I ' = 30° h I 1 Lot B, L79 Acs � .��.; 30' 0 30' ` ZONE: POM fI I I � USE: COMMERCIAL DESIGNED BY. PROJECT. HOLLYMEAD TOWN CENTER REVISION NUMBER: DMJ AREA C, BLOCK 9 4 DRAWN BY. JPD PRELIMINARY SITE PLAN DRAWING NUMBER: TITLE: C-5 _ 5 REVIEWED BY. SITE GRADING & UTILITY PLAN DMJ WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: SHEET NUMBER: 204225.00co5 0 F 7 block 9 working.dwg CIVIL 1 "=30' 02/15/05 UL 5f54.00 j f I I �L 542.00 I (L 556.00 I I � II I I { I '- C 1 I {4/• 1 Ii 543.00.A:- 558.00 I I 111L I I *:, JEC. 1�� 1i I- IIII VIII I 1 IIS 1 I i 4, 6'11 t, 1 Ii IIII 1111 II 1 II IIII I ij 1 41 I IIIIIIIII I II 1 II IIII I fi��1 J; 1 !I ( I I I I I I Ipar 41DIII I; i' 6 C I II l i R 1A _ s 1h 1 I I I I -- �I ISI I / 1 BLOCK 7 I a I I I I l , I / / / \ `,`� �' ' / <D�i /J 1 1 1 II \�i� 1 !I• I I 2-01 I .A CS I I I 0 I I � � � 8k / � / \ IZONE. bc fD I II 3 / pp / // / / G/ x !� I 5 �/ / co / 6 �/ / / /� ///, / // / 4'2 USE: V Ate•• -'AN I I ac°o �5 �/ 0 > /� /� / / /i/ / �`' `�� i I // / / l /�� 34. = 6 LO oo J / \ _ ��- / /00FAy _ 4P III / / j � �p1 _ cD• / / \ ,�� \ / / � . �' .•. , � // / / / hyo \ • ..°.'.. / \�_11ty ee ,,yy)� / -0A \ - a / / / i � � I R�Oo / / I � -' / / .- :: / �� i / �Q -- , - ' •o- .gyp / ./ / � � /; . ; \ n \ \I 3 1 47 � I .24' I I // / / \ � / \ � — ." s. • ,-- / �i \ ,..�. 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I REVISION I BY I DATE I NO. 03 cr�9y !� �DC—MC �,ZON . P S` / ; " �' / USE: VACA__ CP CP , f O J O BY I DATE 1 DA M. JENSE�V� „t No. 14 4 L� k+.,, /? 0 Aid ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mill Ridge Roed 1402 Greenbrier rim Lycehbarg, VA 24502 CBttbmerM% VA="1 Phaoa 434 582 6175 ft=: 434984.2700 w".wwms0Ci".w \.JP GRAPHIC SCALE MUST BE USED LOCK. - A�� �,,,9 SCALE: "I ' = 30° h I 1 Lot B, L79 Acs � .��.; 30' 0 30' ` ZONE: POM fI I I � USE: COMMERCIAL DESIGNED BY. PROJECT. HOLLYMEAD TOWN CENTER REVISION NUMBER: DMJ AREA C, BLOCK 9 4 DRAWN BY. JPD PRELIMINARY SITE PLAN DRAWING NUMBER: TITLE: C-5 _ 5 REVIEWED BY. SITE GRADING & UTILITY PLAN DMJ WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: SHEET NUMBER: 204225.00co5 0 F 7 block 9 working.dwg CIVIL 1 "=30' 02/15/05 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 BNWs 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 future 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 inmprovements 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 tum 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 tum 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 Timberwood Boulevard. The tum 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 Timberwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right tum lane and add a through lane according to the final design in the previous Pah D. The Owner proffers to dedicate land and construct a third through lane on Routs 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 41A to the right -in at the Southern 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 turn 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. NO. I REVISION I BY 1 DATE I N0. I REVISION I BY I DATE OF rte' r DAVID M. JENSEN 9 ,4 No. 1148 DNAL 2MA-01-020 Attachment E Hollymead Town Center Area C The road improvements listed in proffer 2 A, 213, 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 VDOT's 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 VDOTs approval of an entrance permit 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 funds 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, firnding, 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 South and across the Rivanna River to connect to Berkmar Drive. Submitted as of the 25 h day of July 2003, by: Post Office Land Trust By: / / By Charles W. Hurt, Trustee Shirley L. Fis r, Trustee 'A DESIGNED BY: PROJECT. HOLLYMEAD TOWN CENTER W ENGINEERS AREA C, BLOCK 9 SURVEYORS DRAWN BMJ PRELIMINARY SITE PLAN JPD TITLE: PLANNERS REVIEWED BY: AsSOCIATES PROFFERS AND APPLICATION PLAN DMJ 147 Mill Ridge Road 1402 Greenbrier Place Lynchbmg,VA24502 Cludonemlle.VA22901 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATE: Phone: 434.582.6175 Phone: 434.984.2700 wwwmwaasociates.net 204224.00eo block 9 working.dwg CIVIL AS SHOWN 02/15/05 REVISION NUMBER: 0 DRAWING NUMBER: C-6 SHEET NUMBER: 6 OF 7 1 1 I l\ 1 II� 1I,:I I I I. al I I I I i To 32 1 o I I I--- --- ------ I a. Q4allagC��t �; v LC ��Or �`, 1JP1 I I I I I � y.-- 1 1 ,lol DB18� I TEMP RARY OFF—bTh♦` a:,. _ 1., 1 , I �I I Ln �I / I I - — — — — — — 1ICONS. &RADINiG p J . ,— 1 1 i - - - - - - B 19 1 � / , EASEMENT , �/ — , ------ 0V _C) \I\ III III I II I I I• I 1 / / ! / a / I II -� I / y y96y9k �yg2 I I I I O O — — - '��/�/'`� —L —. ---- --------- 'I i! 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REVISION BY DATE II II i i I USE: COMMERCIAL PLANT KEY x PARKING LOT SHADE TREE EVERGREEN ORNAMENTAL TREE SHRUBS x TIMBERWOOD BOULEVARD TREE PARKING LOT TREES (INTERIOR 273 P.S. 1 TREE/10 SPACES 28 SHADE TREES PROVIDED (GREEN ASH) BIOFILTER PLANTS (POSSIBILITIES) *RED MAPLE • RIVER BIRCH •SHADOWBLOW SERVICEBERRY *BALD CYPRESS • INKBERRY HOLLY *ELDERBERRY • CLETHRA •BUTTONBUSH • ARROWWOOD Vi6 • BLACKHAW Vi6 • WAX MYRTLE •HERBACEAIS MATERIAL PERIMETER TREES TREES PROVIDED 40. OC • PIN OAK • SWEETGUM (NON—FRUITING) • FRINGE TREE • AM. HOLLY • SHRUBS TO CASCADE OVER RETAINING WALL (EVERGREEN) PERIMETER & PARKING LOT SHRUBS • ABELIA • HOLLIES •CHERRY LAURAL • WITCH HAZEL • HYPERICUM • VIBURNUM TIMBERWOOD BLVD TREES •COLUMNAR MAPLE • COLUMNAR GINKO *SEASONAL PLANTS IN PLANTER IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" = 30' 30' 0 30' THIS SHEET FOR LANDSCAPE PURPOSES ONLY REVISION NUMBER: 4 DRAWING NUMBER: C-7 SHEET NUMBER 7 OF 7 DESIGNED BY: PROJECT: HOLLYMEAD TOWN CENTER Ws A ENGINEERS SURVEYORS on'd PLANNERS JM AREA C, BLOCK 9 PRELIMINARY SITE PLAN DRAWN BY., JPD TITLE: REVIEWED BY: LANDSCAPE PLAN SSOCIATES DMJ 147 MW AidgeRod eim 1402 GrauhPLD• LYm7 e.VA24502 CbvlaM,VA2 l Phm•: 434.5826175 Pho.c: 474.984.2700 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: ^^°•-°°'�° — 204225.00co block 9 working.dwg CIVIL 1 "=30' 02/15/0 REVISION NUMBER: 4 DRAWING NUMBER: C-7 SHEET NUMBER 7 OF 7 11mma7Ld'kuvj1 OIL _"'�'A C OT7 0 9 _.B �D7T_` _11NIA -O'zl COUNTY A i D M A IIDX VID' TABLE "A" - HOLLYMEAD TOWNCENTER AREA "C" OVERALL USE TABULATION BLOCK LAND USE I REQ. # OF SPACES II NET III CHARLOTTESVILLE, VIRGINIA 22906 IV ATTN: MICHAEL D. BARNES, AICP V (434) 979-8181 VI WW ASSOCIATES, INC. VII 1402 GREENBRIER PLACE VIII CHARLOTTESVILLE, VA. 22901 IX COMMERCIAL RETAIL TABLE 11B" - HOLLYMEAD TOWNCENTER AREA "C" OVERALL PARKING TABULATION BLOCK PROPOSED DU/S.F. PARKING TIO REQ REQ. # OF SPACES TOTAL PROVIDED NET I CHARLOTTESVILLE, VIRGINIA 22906 ATTN: MICHAEL D. BARNES, AICP (434) 979-8181 II WW ASSOCIATES, INC. PROPOSED USE: 1402 GREENBRIER PLACE CHARLOTTESVILLE, VA. 22901 III ATTN: DAVID M. JENSEN, P.E. (434) 984-2700 SOURCE OF SURVEY: FIELD SURVEY BY OTHERS IV FIELD SURVEY BY OTHERS WATER SUPPLY PROTECTION AREA: NONE V c 54DU 2.25 122 140 +18 VI 25,943 GSF VII APPROX. No. EMPLOYEES: 38 DRAWING NO. SHEET NO. TITLE VIII IMPERVIOUS AREA: 2.79 AC. IX 25.9 4.5 PER K 133 273 +140 TOTAL 255 413 +158 SI°][°]E DATA: 1143Wd013MOAlINf vee goo? aLIni333H OWNER/APPLICANT: POST OFFICE LAND TRUST C/O C.W. HURT CONTRACTORS, LLC P.O. BOX 8147 EXISTING USE: CHARLOTTESVILLE, VIRGINIA 22906 ATTN: MICHAEL D. BARNES, AICP (434) 979-8181 ENGINEER: WW ASSOCIATES, INC. PROPOSED USE: 1402 GREENBRIER PLACE CHARLOTTESVILLE, VA. 22901 WATER RESOURCE AREA: ATTN: DAVID M. JENSEN, P.E. (434) 984-2700 SOURCE OF SURVEY: FIELD SURVEY BY OTHERS SOURCE OF TOPOGRAPHY: FIELD SURVEY BY OTHERS COUNTY, STATE: AL$EM.IARLE COUNTY, VA. MAGISTERIAL DISTRICT: RNANNA~ TAX MAP REFERENCE: TAX MAP 32 PARCEL 41D ZONING: PD—MC; EC YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH ZMA 01-20 (AREA C) APPLICATION PLAN AND PROFFER #1 BUFFER ZONE: N/A MAXIMUM STRUCTURE HEIGHT: 2 STORIES PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT NOTE: STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER FACILITY 1 AND THE SITE IS LOCATED IN DRAINAGE AREA DA—A. SUPPLEMENTAL WATER QUALITY CONTROLS FOR AREA C, BLOCK 9 IS PROVIDED WITH TWO ON—SITE BIO RETENTION FACILITIES. TH D ` mDESIGNEDBY: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: ENGINEERSDRAWN BY: AREA C, BLOCK 9 O SURVEYORS PRELIMINARY SITE PLAN DAVID M. JENSEN a JPD DRAWING NUMBER: PLANNERS TITLE: REVIEWED BY: C— NE. 11f84� COVER SHEET o, �w ASSOCIATES DMJ �o ,n �14' { 1,11 Milllk as I'm c,R„nM. ",: SHEET NUMBER: Fy G1 "y 4& •�"^�^ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: '41ONAL BN Phew: d .5616115 flprc: 4M.9M.zw NO. REVISION BY DATE N0. REVISION BY DATE °""""'""°`""`'°" 204224.00CO block 9 working.dwg CIVIL AS INDICATED 02/15/05 1 OF 7 VICINITY MAP EXISTING USE: VACANT SCALE: 1"= 2000' PROPOSED USE: COMMERCIAL RETAIL WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED: NONE WATER SUPPLY PROTECTION AREA: NONE SITE AREA: 3.39 ACRES INDEXOF SHEETS BUILDING AREA: 25,943 GSF APPROX. No. EMPLOYEES: 38 DRAWING NO. SHEET NO. TITLE IMPERVIOUS AREA: 2.79 AC. C-1 1 OF 7 COVER SHEET PERVIOUS AREA: 0.6 AC C-2 2 OF 7 GENERAL NOTES PARKING REQUIRED: 117 SPACES (4.5 PER 1,000 GSF) SEE TABLE "B" PARKING PROVIDED: 273 INCLUDING 8 HANDICAP (2 VAN ACCESSIBLE) C-3 3 OF 7 EXISTING CONDITIONS PLAN AND 3 12'x25' LOADING SPACES PARKING/CIRCULATION AREA: 2.19 ACRES C-4 4 OF 7 SITE LAYOUT PLAN IMPERVIOUS COVER: 2.79 ACRES C-5 5 OF 7 SITE GRADING AND UTILITY PLAN OPEN SPACE: 0.60 ACRES ESTIMATED TRAFFIC GENERATION: 1,476 VPD C-6 6 OF 7 PROFFERS AND APPLICATION PLAN C-7 7 OF 7 LANDSCAPE PLAN NOTE: STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER FACILITY 1 AND THE SITE IS LOCATED IN DRAINAGE AREA DA—A. SUPPLEMENTAL WATER QUALITY CONTROLS FOR AREA C, BLOCK 9 IS PROVIDED WITH TWO ON—SITE BIO RETENTION FACILITIES. TH D ` mDESIGNEDBY: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: ENGINEERSDRAWN BY: AREA C, BLOCK 9 O SURVEYORS PRELIMINARY SITE PLAN DAVID M. JENSEN a JPD DRAWING NUMBER: PLANNERS TITLE: REVIEWED BY: C— NE. 11f84� COVER SHEET o, �w ASSOCIATES DMJ �o ,n �14' { 1,11 Milllk as I'm c,R„nM. ",: SHEET NUMBER: Fy G1 "y 4& •�"^�^ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: '41ONAL BN Phew: d .5616115 flprc: 4M.9M.zw NO. REVISION BY DATE N0. REVISION BY DATE °""""'""°`""`'°" 204224.00CO block 9 working.dwg CIVIL AS INDICATED 02/15/05 1 OF 7 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 37.13 ACRES. THE BOUNDARY AS SHOWN HAS BEEN DETERMINED FROM RIVANNA ENGINEERING AND SURVEYING, PLC ON JULY 13, 2004. 5. THE EXISTING TOPOGRAPHY IS FROM BY OTHERS, CHARLOTTESVILLE, VA. 6. THE EXISTING ZONING FOR THIS AREA IS PD -MC; EC. 7. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH 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 C/C CENTER TO CENTER C G CURB AND GUTTER CIP CAST IRON PIPE EDGE OF PAVEMENT CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CY CUBIC YARDS DIA DIAMETER EL ELEVATION ELEC ELECTRIC EX OR EXIST EXISTING FH FIRE HYDRANT GFS GROSS SQUARE FEET HB HORIZONTAL BEND HC HANDICAP INV INVERT IPS IRON PIN SET IPF IRON PIN FOUND LF LINEAR FEET LT LEFT MH MANHOLE SMH SEWER MANHOLE NOTES: NTS NOT TO SCALE O.C. ON CENTER PE POLYETHYLENE PROP PROPOSED RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SS SANITARY SEWER ST STORM STA STATION STD STANDARD S/W SIDEWALK TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED WL WATERLINE WW WOVEN WIRE YDS YARDS 6'V 6" VALVE SWM STORMWATER MANAGEMENT SD STORM DRAIN 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 GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRATOR 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. 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. NO. I REVISION 1 BY I DATE I NO. 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 FOUR 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 OBJECTIONAL 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. )I K tll IID M. JENSEN No. 11484 �ill¢I b� ti 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/CIN 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. ENGINEERS SURVEYORS PLANNERS 147M IRWploM 14020hemhu Pbm LSrrhhmg VA 24M bWnlmvftVA22P01 Ph®a: 434.582.6175 Phm 434984.1700 �..,,..ocid..m 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). DESIGNED BY.• PROJECT: DMJ DRAWN BY: JPD TITLE. REVIEWED BY: DAM WWA NUMBER: FILE NAME: 204224.00co block 9 work) LEGEND EXISTING NEW DESCRIPTION ---435--- - 435 - CONTOUR (INTERVAL AS INDICATED ON SITE PLAN) -56.1 •56.1 SPOT ELEVATION rYYY\ r'y 1 TREE LINE SEE LANDSCAPE PLAN L-1 TREE SEE LANDSCAPE PLAN L-1 BUSH OOOOOOOVC 2O„O„o„o„ RIPRAP J IRON PIN PIN CONCRETE SIDEWALK NEW SHOULDER NEW TURN LANE PAVEMENT NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 PRELIMINARY SITE PLAN GENERAL NOTES DISCIPLINE: SCALE: DATE: CIVIL NONE 02/1 REVISION NUMBER: 0 DRAWING NUMBER: C-2 SHEET NUMBER: 2 OF 7 UGT CENTER/EDGE OF STREAM M FENCE AND GATE EDGE OF PAVEMENT -� PROPERTY LINE/RIGHT OF WAY TAX MAP LINE OVERHEAD POWER AND/OR TELEPHONE SS - - SANITARY SEWER SO STORM DRAIN AND END WALL, 0o TYPE AS INDICATED $ WL WATER LINE T__W TW TRAFFIC WIRE UGE LIGE UNDERGROUND ELECTRICAL li6T- UNDERGROUND TELEPHONE X/ 1 ABANDONED OR REMOVED UTILITY - STRUCTURE WATER METER FH FIRE HYDRANT IFDC FIRE DEPARTMENT CONNECTION ® t, WATER VALVE smH Sq O SANITARY MANHOLE sT 5T STORM MANHOLE m o DROP INLET 4 CURB DROP INLET pco --Oco SANITARY CLEAN OUT 0- # LIGHT POLE 1>-3 TELEPHONE POLE, WITH GUY AND ANCHOR POWER POLE Q SIGN SEE LANDSCAPE PLAN L-1 TREE SEE LANDSCAPE PLAN L-1 BUSH OOOOOOOVC 2O„O„o„o„ RIPRAP J IRON PIN PIN CONCRETE SIDEWALK NEW SHOULDER NEW TURN LANE PAVEMENT NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 PRELIMINARY SITE PLAN GENERAL NOTES DISCIPLINE: SCALE: DATE: CIVIL NONE 02/1 REVISION NUMBER: 0 DRAWING NUMBER: C-2 SHEET NUMBER: 2 OF 7 / TpT 32 411- ar Joseph W/ right / QdV1L4 l�Plc i DB4�2 �, I �_�� l\t t111II'IIIiI I—��1�1 111 Wft �>✓L "'yyy I ' I N42 2'45'\4-L' 302 66' I I N37 Ol 9'W -- _ -—3raa7—= ---- -- ---- ------------- , Tin 32 �,�l q `s%ra-ge-Manager t I; LC �y DB 18'1 ---- -,- B I / ' BLOCK 9' ' 3 ' a AREA C / !POST +CfiPFTCE HOLLYN�AD TO WrNCENTER ILAND TRUST 'I I 1 / ! TMP 32-41.D AREA CDB 1661-116 I BL'O(7K 7 I' DB 2125-3133 I 2.01 Acs I DB 2238-625 1 IZONE: PD -M.0 �� I 'I!, DB 1659-183 plat j11 li I USj..:: 4kCANT, 1 I I I I w �74Ii1 I � i 11 // a65�elR'�j 9,�5o5125?6.E 1 ' X 131 / ! 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PROJECC HOLLYMEAD TOWN CENTER REVISION NUMBER: 25% SLOPE OR GREATER / r � AREA C, BLOCK 9 0 '^A SURVEYORS ENGINEERS DRAWN JPD I Y V' � .. �<'.`',"' �' � PRELIIVIINARY SITE PLAN DRAWING NUMBER: U DAVID M. JENSEN 9 PLANNERS TITLE: No. I REVIEWED BY. EXISTING SITE CONDITIONS C-3 SSOCIATES DMJ ZI IQ �y2147"BWpHm uma®men.< SHEET NUMBER: ti i vnum o.m.,m.v.mol WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Sg/ONAL EAG Phoma UI.R261I5 ee� su.swmo .3 OF NO 204224.00co REVISION BY DATE N0. REVISION BY DATE "'��"""�"'°" block 9 working.tlwq CIVIL 7"=30' 02/15/O5 a r 4 4 •3 ';' , I �- I f i 111 1-_ - - -_ ­ -_ - -- - - - - 7� Al ') " 1- A'C ent 1, tit m joseph -111, 83 7 ujri er 1) al id T -]?B -42, `1 Cl� __ - 1( K7 P I _ _ly' , Yl st V g0— ON E 1" A Y_ P'45#V �S37*01'19'E r^SN37*01'19'W 7 p 5&58' 7F I A' R N42*3 77 j__ 30266 Nj S42o32'45'E u EX. TC=197.455' F F9 cfl V� '7, - 0 4Z ON A A� 0- 14 Ve A P RIll cl -i -D p 1�. Ln IN J Tni 3 Pa. �4 N " 11-1 r I"i..5 posri- OF4- . - I �Ido CE Lnl o� v \A 'uA 1ERCIA"An' T R j USE - Z( 6 -AREA ( -7 \p BLOC K IIN 10 1 Acs EX. TC=537.98' lb CO A� - 0 NpT PD -NAC 11 -Lj A 11-1 13 N 71' YL� L) Li WIDE CONCRETE WALK CO -�t lik %\ Ll 4 (T*............ ....... X (0, 0,0 FNI cfa -p- I u CIAM Z %3 0 ep NZ, 'o R app pp < C51'47'�/ 4124' c� (& LLD, T' =42,, 0 oo Ln Oro ;13 z 00 _7 (S"T �llk �4 Ljf 0 ro D TRI AREA 13 -,OCK 8 N3c Lot, C�51 D-' I ST IF THIS DRAWING IS A REDUCTION u4 txC S 9 ) �9') 'A-cs ol-TICE I -ANNA p• A GRAPHIC SCALE MUST BE USED P D - VI C Z if A", C.1 -MC "A P1 Q Loc K SCALE: 1 30' c� 01 4 - A R.11 T, I-) SE V i,,,cft K 1 .79 Acs co tJSEVAC k'N 30' 0 30, ` 111,EZON l-,,' fw-mc' r6 \J\ % Til' w1AIL C) obi 0 N41- _C: Z-' < Lr) rn SE DESIGNED BY. PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: ENGINEERS Dmi AREA C. BLOCK 9 0 DRAWN BY. ro SURVEYORS JPD PRELIMINARY SITE PLAN DRAWING NUMBER: DAVID M. JENSEN PLANNERS TITLE: No. 11484 REVIEWED BY., SITE LAYOUT PLAN C-4 o ASSOCIATES DMJ Oc 1141V 147 Min Up R*W 14M Gvmbfie Pl� SHEET NUMBER: =6Q%A M WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: M 434V5 826175 Pho.e: 434.994XOO NO. REVISION BY DATE NO. REVISION By DATE ONAL 204224.00c0 block 9 working.dwg CIVIL 1"-30, 02115105 4 OF 7 / ar I �ti I 1 " I A / 32 41 I I I ,111 1�1\I'1 I' li I I T {j1s\---- y ,.(� _ , I i , �., �dS g�'� � I , I josf ph •�' t I �I II I /TEMPORARY f I 1 1,11'11IIIIIIIIII�IIII �71"" } - ---- DB`f // L- I J _ / / / / I I ( 1. 1' � III � I I '�^� J o 1 1 I y(�I I r L------ -.\1.Jv1. T�Q CONST. & dRADIN$ITE �� _ / / rn \ 1 I 1111 I ---- 1 :i' j '�J , �� 402- 18 1' 1 t- �EASE�ENT 1 i �,I I'\ 1 I I I I I I II I � •^ , 1 v / ✓ I �4 7� / IIII rV^�� — —_ � � � —� � 't I / / ^ f -��� •, �. RA 99.00 / �J 1 ` 4.O0�I a• �i�j.j..: TW 562. OD ---- ' —__ _ __ 7y g1^g 1�{,' 245'1/ 582.00/ I 1 ITiv513 `\`\ x-5588.00 �te R�✓1! 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D I I I I I � I I I'1 S �� �11 1J I 'I ..� I I I I I .3 I I 1! / d pl)MC_ I I I Ij I I / IPOST OFFICE �, ACANTl I , I/ I ;III, �, LLC Cl -EC o �� MERvCIA��d= � II.,AND `t`RUST I� m I I I � I , I I �'�I� �i i i T:iF�----- J I AREA C I I 1 y�'6' �'o pLOCK �'''+B i I ' 2ol .I I I A' I6i I 6 PD—Mu I I r/`� 1 IZOhIE: ± I I g �t� 7 I I r I mai gL ` 6 s '� i SCS O/ 55g� /�//// // I N I V SE: V )kCAl�l I aOo ago I $ y / /'�h6y6' /'/' I 3a SII I °° [ I�I I I I �I o / 1 ,• / / / i i / / ��i/// N •' i ��/, " j /' / , / / / 5�,�'� y -. - rn A / 119 :� •-- IIII/ / , ��� .� \ \ �" - �I� i I - j j513� X\ r / .��w � � I �,�37,46/� /� / I / V b° \ .��� � � ASS" tt � R^� � •° \ 21 I � / � � / / /// /� //// /' \+\�/ I w jL� ((^��` 1 ' OST O1'II�E / / `i➢_ �`\\ 1 / 6 L�99. Oo i' / y _ II _ 11 I }�7y� (�� W ,, ; � � v 2: POST OFF v I / I I .AND T' UST ��^ -�•. 5 ♦ - Id / �� V I' F'�/� /// // -4 /L- �I ji/ 1 r W H . �.� i ✓ I1,1D T1tUST 1 1 V 1 \ i4 91 (� / 'I I AREA 1" \ _ j' i 1 W I 1 I 1 II I 1 11 �3LOC (J I ; , \ s�;: ♦ - ♦ Block C 1 '\ m �I I I ; �V . = . ------N2' I i I I ', �� I 1 �� �♦ ♦ Lot C I I I -- �, 1 2C4A, ♦ ♦ 'II ST' a/ n 1 Pb- (� r^/� fl1j f }y T �y ZOjj• '"' -��I 1 II '� _.. •�� 1 °7G AC+s ' PtST of !f LAij{,`.} IF THIS DRAWING ISA REDUCTION '1 I I 1 II II SST 1 II- \ / r�� C i• GRAPHIC SCALE MUST BE USED �\I` ,I ZONE: PDC -MC M I I AREA Cs BLOCS 1 I I U$E : VA(A I Z / SCALE: 1" = 30' LTS .P--. VACANTLot B,1.79 Acs '7 30' 0 ' PDM -MCI 1 I `, I II 1 tl , �i� I ZONE. I USE: C'OMjvjERC1AL gpLrtt op DESIGNED BY: PROJECT: REVISION NUMBER: DMJ Rte) HOLLYMEAD TOWN CENTER ff �2 •Ng /�0 � DRAWN BY. AREA C, BLOCK 9 0 DA/VJI� IH N 50�JPD PRELIMINARY SITE PLAN DRAWING NUMBER: 11484 PS ERS REVIEWED BY: TITLE. SITE GRADING & UTILITY PLAN C-5 ASSOCIATES DMJ SOF, t4'� x�w mn Lmeo,mm. SHEET NUMBER: �> om V, m . WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �S3IONAL E�Ol eemc axsnsns naseaz�0o OF 7 NO. REVISION BY DATE NO. REVISION BY DATE "'"'204224.00co block 9 working.dwg CIVIL 1 "=30' 02/15/05 5 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 Hollymr Town CenberAreaC VDOT future 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 41 D 1 and 41 A to the first dual lane roundabout at access road B and Westbound lanes of dual left lanes, one thru lane and one continuous right tum 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 tum lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into Timberwood 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 turn movements shall be signaled at the intersection of Route 29 and Timberwood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right tum 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 Norther boundary. The Owner also shall dedicate land or cause to be dedicated and construct: i) a continuous through lane 500 -feet to the Souther boundary of Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Souther 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 Norther boundary of TM 32 Parcel 41 A to the right -in at the Southern 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 turn 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. mmal TWX Comm .' ZMA-01-020 Attachment E Holme Town CanterAim C The road improvements listed in proffer 2A, 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 VDGE 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 permit 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 time request of the County. ff the fiord is not exhausted within 10 years from the date the last contribution is made, such unexpended funds shall be refund 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, fimdm& 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 time South Fork of the Rivanna River to Airport Road, the extension of Ridge Road as depicted on the Master Plan, to the South and across the Rivanna River to commect to Berlanar- Drive. Submitted as of the 256 day of July 2003, by: Post Office Land Trust Charles W. Hurt, Trustee Shirley 1.;. Fist. , Trustee + oWi fn DESIGNED BY: PROJECT. HOLLYMEAD TOWN CENTER REVISION NUMBER: DMJ 1 ENGINEERS 1DRAWN AREA C, BLOCK 9 SURVEYORS JPD PRELIMINARY SITE PLAN DRAWING NUMBER: D D M. J EN PLANNERS TITLE. b No. t 148 ,� REVIEWED BY. PROFFERS AND APPLICATION PLAN C-6 �hf .ASSOCIATES DMJ o IQ Y .t1� 147 Mill Ridge Road 1402 Greenbrier Place SHEET NUM ER: Lynchbssti Phone: 434.5826175 Chone:434.9842701 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SrONAL � Phone: 434.582.6175 Phone: 434.984.2700 6 0 F NO. REVISION BY DATE NO. REVISION BY DATE `v`w.wwasSmWes.net 204224.00co block 9 working.dwg CIVIL AS SHOWN 02/15/05 NO. 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TIMBERWOOD BOULEVARD TREE PARKING LOT TREES (INTERIOR 273 P.S. 1 TREE/10 SPACES 28 SHADE TREES PROVIDED (GREEN ASH) BIOFILTER PLANTS (POSSIBILITIES) • RED MAPLE • RIVER BIRCH • SHADOWBLOW SERVICEBERRY •BALD CYPRESS • INKBERRY HOLLY *ELDERBERRY • CLETHRA • BUTTONBUSH • ARROWWOOD Vi6 • BLACKHAW Vi6 • WAX MYRTLE • HERBACEAIS MATERIAL PERIMETER TREES TREES PROVIDED 40' OC • PIN OAK • SWEETGUM (NON—FRUITING) • FRINGE TREE • AM. HOLLY • SHRUBS TO CASCADE OVER RETAINING WALL (EVERGREEN) PERIMETER 8c_PARKING LOT SHRUBS • ABELIA • HOLLIES •CHERRY LAURAL • WITCH HAZEL • HYPERICUM • VIBURNUM TIMBERWOOD BLVD TREES • COLUMNAR MAPLE • COLUMNAR GINKO • SEASONAL PLANTS IN PLANTER A. fi'; ,-'17 � � �=� � � ..,� - �, st. IF THIS DRAWING IS A REDUCTION ,. , r .,...,,., -awl . _, � r 'a '•:, i ./H � 'I .v�N ALV GRAPHIC SC BE U ALE MUST USED b) s�.,,+ .,✓ l 3. c r }r. :,j . Q)' • r \ r �' I �I / t � _1 '1 1 . �, � 7s,� , .� •• {� 9� � � ,. �- „c,. x�. ' 1' � � � ✓9 f � � �', 1' '�!; ..... ,� r.._ + - a5_.. r. k•: �.. _.. SCALE, 1 = 1 r +�. t �'{' "�?., ^+•'; - �� .: } ^ `) 1 r�,'�,. ' If � I i , `�� / / i' �i `�y� � � �< . , .._ '�I j';1 ' i .a. �':- e M Ar 4a yaw N `' / �>, \ i� •u r \� f" ' a / %I f q / / / � •` ,\ i -- __ _ l/ y \' �1 1 i� i.>..� ",-.1 l . ci ' � �1 � � I W ' � z I CID o i l� �I I' _` Mry' 30' 0 30' l.i �� t r I ; -_r s ,� A- �, ;� ..1 `� � .�.,,,�' �'�;. b.�' I I 0 �� / / / % ��\ �14 , i \ CIL, i.� ' •, ' ill l l Itl �l '- e A°' .� / / / r t1 1�,�'' ' lI ! 11 i F'r�,.; A...,� THIS SHEET FOR LANDSCAPE PURPOSES ONLY o D � DESlGNEDDMJ PROJECT: HOLLYMEAD TOWN CENTER �At r ENGINEERS DRAWN BY: AREA C, BLOCK 9 '�' SURVEYORS PRELIMINARY SITE PLAN lAi� D VID M. JENSEN Pmm JPD TITLE: REVIEWED BY. No. 1 1 48 �,� LANDSCAPE PLAN �o y ��ASSOCIATES DMJ +� 1 147 MW Ride Rod 1402 G menbtia Pboe 0 ti �v"u ikVA2M1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 434.582,6175 Phow 434984.2700 NAL REVISION 8Y DATE N0. REVISION BY DATE I ww.�. 204224.00co block 9 working.dwg CIV1L 1 "=30' 02/15/05 REVISION NUMBER: 0 DRAWING NUMBER: C-7 SHEET NUMBER: 7 OF 7 OWN CEN I ER Ax EA C BLOCK 9 N Y�111 V11D 10"NIA c 0 u 7f A_L..jDEMA....RLE F�JD �UA11DxY 15, 2 S_ ITE A DATAo ILIMINARY SITE J�A� OWNER/APPLICANT: POST OFFICE LAND TRUST TABLE "A" - HOLLYMEAD TOWNCENTER PID C/O C.W. HURT CONTRACTORS, LLC AREA " OVERALL USE TABULATION P.O. Box 8147 CHARLOTTESVILLE, VIRGINIA 22906 BLOCK LAND USE ATTN: MICHAEL D. BARNES, AICP (434) 979-8181 ENGINEER: WW ASSOCIATES, INC. 1402 GREENBRIER PLACE CHARLOTTESVILLE, VA. 22901 II ATTN: DAVID M. JENSEN, P.E. j7+� (434) 984-2700 SOURCE OF SURVEY: FIELD SURVEY BY OTHERS SOURCE OF TOPOGRAPHY: FIELD SURVEY BY OTHERS CK.9 V ^. 4 COUNTY, STATE: ALBEMARLE COUNTY, VA. �" MAGISTERIAL DISTRICT: RIVANNA } ' �V �" TAX MAP REFERENCE: TAX MAP 32 PARCEL 41D VII _ .Chase f �e�l tit t r g ni:9nj: 4: " ,'i'z " ZONING: PD—MC; EC VIII 4 \y j�hs YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH TEFF]H D V1 ✓ n t ! <r l= ZMA 01-20 (AREA C) APPLICATION IX COMMERCIAL RETAIL -- - PLAN AND PROFFER #1 BUFFER ZONE: N/A MAXIMUM STRUCTURE HEIGHT: 2 STORIES PER ZMA 01 —20 (AREA C) CODE OF DEVELOPMENT VICINITY MAP EXISTING USE: VACANT SCALE: 1"= 2000' TABLE "B" - HOLLYMEAD TOWNCENTER PROPOSED USE: COMMERCIAL RETAIL AREA "C" OVERALL PARKING TABULATION WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA PROPOSED PARKING REQ. # TOTAL RESERVOIR WATERSHED: NONE LOCK DU/S.F. RATIO REQ OF SPACES PROVIDED NET INDEX �� SHEETS WATER SUPPLY PROTECTION AREA: SITE AREA: BUILDING AREA: NONE 3.39 ACRES 25,943 GSF I APPROX. No. EMPLOYEES: 38 DRAWING N0. SHEET N0. TITLE IMPERVIOUS AREA: 2.79 AC. C-1 C-2 1 OF 2 OF 7 COVER SHEET 7 GENERAL PERVIOUS AREA: 0.6 AC IV ONS PLAN V 54DU 2.25 122 III +18 C-4 4 OF 7 SITE LAYOUT PLAN PARKING/CIRCULATION AkEA: 2.19 ACRES iN.3lAlr4(li�A:3G) LINnWW00 NOTES PARKING REQUIRED: 117 SPACES (4.5 PER 1,000 GSF) SEE TABLE "B" PARKING PROVIDED: 273 INCLUDING 8 HANDICAP (2 VAN ACCESSIBLE) 2.79 ACRES C-3 3 OF 7 EXISTING CONDITI 5 OF AND 3 12'x25' LOADING SPACES OPEN SPACE: VICINITY MAP EXISTING USE: VACANT SCALE: 1"= 2000' TABLE "B" - HOLLYMEAD TOWNCENTER PROPOSED USE: COMMERCIAL RETAIL AREA "C" OVERALL PARKING TABULATION WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA PROPOSED PARKING REQ. # TOTAL RESERVOIR WATERSHED: NONE LOCK DU/S.F. RATIO REQ OF SPACES PROVIDED NET INDEX �� SHEETS WATER SUPPLY PROTECTION AREA: SITE AREA: BUILDING AREA: NONE 3.39 ACRES 25,943 GSF I APPROX. No. EMPLOYEES: 38 DRAWING N0. SHEET N0. TITLE IMPERVIOUS AREA: 2.79 AC. C-1 C-2 1 OF 2 OF 7 COVER SHEET 7 GENERAL PERVIOUS AREA: 0.6 AC IV ONS PLAN V 54DU 2.25 122 140 +18 C-4 4 OF 7 SITE LAYOUT PLAN PARKING/CIRCULATION AkEA: 2.19 ACRES iN.3lAlr4(li�A:3G) LINnWW00 `%I IMPERVIOUS COVER: 2.79 ACRES C-5 5 OF 7 SITE GRADING AND UTILITY PLAN OPEN SPACE: 0.60 ACRES VII C-6 6 OF 7 PROFFERS AND APPLICATION PLAN ESTIMATED TRAFFIC GENERATION: 1,476 VPD ;�' a=—' 113 � VIII C-7 7 OF 7 LANDSCAPE PLAN NOTE: STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE IX 25.9 4.5 PER K 133 273 +140 SITE IS PROVIDED IN THE AND THE SITE IS LOCATED HOLLYMEAD TOWN CENTER STORMWATER FACILITY 1 IN DRAINAGE AREA DA—A. SUPPLEMENTAL WATER TOTAL 255 413 +158 QUALITY CONTROLS FOR AREA C, BLOCK 9 IS PROVIDED WITH TWO ON—SITE BIO RETENTION FACILITIES. DESIGNED BY: DMJ PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: I� \� ENGINEERS DROWN BY: AREA C, BLOCK 9 1 SURVEYORS PRELIMINARY SITE PLAN JPD DRAWING NUMBER: U DAVID M. JENSEN 9 FMPLANNERS-TITLE: No. 11 8a REVIEWED BY:COVER SHEET C-1 6$ " .ASSOCIATES DMJ °c q �147 Mill Ridge Road 1402Gmwbrie,Pl=c SHEET NUMBER: �S Gti Lynchb.r& VA 24502 ChwloDavlhgVAU%t WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 3TONAL E� Mow: 434.582.6175 PMDC: 434,984.2700 N0. REVISION BY DATE N0. REVISION BY DATE """"""sD�"a'°" 204224.00co 1 OF 7 __ block 9 working.dwg CIVIL AS INDICATED 02/15/05 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 37.13 ACRES. THE BOUNDARY AS SHOWN HAS BEEN DETERMINED FROM RIVANNA ENGINEERING AND SURVEYING, PLC ON JULY 13, 2004. 5. THE EXISTING TOPOGRAPHY IS FROM BY OTHERS, CHARLOTTESVILLE, VA. 6. THE EXISTING ZONING FOR THIS AREA IS PD -MC; EC. 7. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH 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 C/C CENTER TO CENTER C G CURB AND GUTTER CIP CAST IRON PIPE EDGE OF PAVEMENT CENTER LINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CY CUBIC YARDS DIA DIAMETER EL ELEVATION ELEC ELECTRIC EX OR EXIST EXISTING FH FIRE HYDRANT GFS GROSS SQUARE FEET HB HORIZONTAL BEND HC HANDICAP INV INVERT IPS IRON PIN SET IPF IRON PIN FOUND LF LINEAR FEET LT LEFT MH MANHOLE SMH SEWER MANHOLE NOTES: NTS NOT TO SCALE O.C. ON CENTER PE POLYETHYLENE PROP PROPOSED RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SS SANITARY SEWER ST STORM STA STATION STD STANDARD S/W SIDEWALK TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED WL WATERLINE WW WOVEN WIRE YDS YARDS 6'V 6" VALVE SWM STORMWATER MANAGEMENT SD STORM DRAIN 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 GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRATOR 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. 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. NO. I REVISION 1 BY I DATE I NO. 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 FOUR 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 OBJECTIONAL 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. )I K tll IID M. JENSEN No. 11484 �ill¢I b� ti 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/CIN 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. ENGINEERS SURVEYORS PLANNERS 147M IRWploM 14020hemhu Pbm LSrrhhmg VA 24M bWnlmvftVA22P01 Ph®a: 434.582.6175 Phm 434984.1700 �..,,..ocid..m 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). DESIGNED BY.• PROJECT: DMJ DRAWN BY: JPD TITLE. REVIEWED BY: DAM WWA NUMBER: FILE NAME: 204224.00co block 9 work) LEGEND EXISTING NEW DESCRIPTION ---435--- - 435 - CONTOUR (INTERVAL AS INDICATED ON SITE PLAN) -56.1 •56.1 SPOT ELEVATION rYYY\ r'y 1 TREE LINE SEE LANDSCAPE PLAN L-1 TREE SEE LANDSCAPE PLAN L-1 BUSH OOOOOOOVC 2O„O„o„o„ RIPRAP J IRON PIN PIN CONCRETE SIDEWALK NEW SHOULDER NEW TURN LANE PAVEMENT NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 PRELIMINARY SITE PLAN GENERAL NOTES DISCIPLINE: SCALE: DATE: CIVIL NONE 02/1 REVISION NUMBER: 0 DRAWING NUMBER: C-2 SHEET NUMBER: 2 OF 7 UGT CENTER/EDGE OF STREAM M FENCE AND GATE EDGE OF PAVEMENT -� PROPERTY LINE/RIGHT OF WAY TAX MAP LINE OVERHEAD POWER AND/OR TELEPHONE SS - - SANITARY SEWER SO STORM DRAIN AND END WALL, 0o TYPE AS INDICATED $ WL WATER LINE T__W TW TRAFFIC WIRE UGE LIGE UNDERGROUND ELECTRICAL li6T- UNDERGROUND TELEPHONE X/ 1 ABANDONED OR REMOVED UTILITY - STRUCTURE WATER METER FH FIRE HYDRANT IFDC FIRE DEPARTMENT CONNECTION ® t, WATER VALVE smH Sq O SANITARY MANHOLE sT 5T STORM MANHOLE m o DROP INLET 4 CURB DROP INLET pco --Oco SANITARY CLEAN OUT 0- # LIGHT POLE 1>-3 TELEPHONE POLE, WITH GUY AND ANCHOR POWER POLE Q SIGN SEE LANDSCAPE PLAN L-1 TREE SEE LANDSCAPE PLAN L-1 BUSH OOOOOOOVC 2O„O„o„o„ RIPRAP J IRON PIN PIN CONCRETE SIDEWALK NEW SHOULDER NEW TURN LANE PAVEMENT NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. HOLLYMEAD TOWN CENTER AREA C, BLOCK 9 PRELIMINARY SITE PLAN GENERAL NOTES DISCIPLINE: SCALE: DATE: CIVIL NONE 02/1 REVISION NUMBER: 0 DRAWING NUMBER: C-2 SHEET NUMBER: 2 OF 7 l _ � I J. 1 w J 1 l 0) l 4 .... 4 .., k.. .,. / ,..,'`0�3 fey ' o sW fI x I. J J 45 l l / i _ Q , - N4N37, 9Nw ...a F 7:. Eti �i 3 �S .�i..m. ' 2 I� f� l LX -- I - 30 6 --- . w — J 7— l` F �, x , , Ln ; :'lcu 0ii , /C�� / In �' /HO LIL U -Alp I ; , N l I x N �L _Lj All„, + o cy- I e 6 I FZ' S2 52 tv I A / �. CIA Ts I J 1 `. 1 A Rx_dA' 1, C RL l '} 1 GO 1 1 1 MCl/ Cf 1"TA, NJ_ 1 NO. I REVISION I BY I DATE I NO. ION RA DATE DAVID M. JENSEN 9 ' 11 / a„6No. rDN14 AL I IA 1K Ilk I I o j A- 0 \ Y ##�,, fay l� „� I I I L-. --- 1 - _ x h• t-- - --'- -� - - - ----- �— -' I BMIII - �- --- �C 7.45'.r�- I iI I I P I I I w `C? I Ti I IIII +1� I IIII IIIIII i;, 1 II, I Rr",' 1 1 1 I 1 1 IIIIII I it 1 ;'i I I 100 FI �... 1 11111,1 Iiy1 llll I 1 r' � .._� I I I I �I I I I I �1�..�.'p I I I 211 ,� g •w- }j o't I I�.. IIYi t > { T. } • _w I I.I I''a / ; S NT R 14, T. 7`I��I� � I, r ';---- / I M a - 7. 8, IT z R-.--- 25% SLOPE OR GREATER ENGINEERS SuRvEYORs PLANNERS ASSOCIATES 147 Mill Ride Road 1402 Greenbrier Ph= A24 02 Chorloftwi e, VA 22901 434.5826175 Plrone:4349841700 wwa ww.o oaaieLnd DESIGNED BY PROJECT: HOLLYMEAD TOWN CENTER DMJ DRAWN BY: AREA C, BLOCK 9 JPD PRELIMINARY SITE PLAN TITLE: REVIEWED BY: DMJ WWA NUMBER: FILE NAME: 204224.00co block 9 working.dwg EXISTING SITE CONDITIONS DISCIPLINE: SCALE: CIVIL 1 ”=30' IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 30' 0 30' DATE: 02/15/05 REVISION NUMBER: 0 DRAWING NUMBER: C-3 SHEET NUMBER: 3OF7 41, 5y{ yry .,.-� uwv !i,sY i. �� __ �_, JTOU ,,,.d .irit� § E � 41 ' l i d= $ -�- 1J/ UB 4 §q '.w- _ S' gyyp [y9 y \ .� 'q. _ il, __.��,- °� � d•.,,; � _.-- °324 ^w 1,.<. ;`���...kM:„��.�:�`�� �--- - - -- ------ ,< f N4-2 5 _ n ., N37°01'19'W - - - _ - - +,. - - S - - - - - - F,ri. 56.58 ��— - -�- / _ 37°Ol'19'E a 302,66' T "/ `' �� J\V i\ /3%� / m S42 -32,45'E_ J — � I I -318.47 -- i ✓ ✓ BM 1-- \% ✓ �� r z 3 EX. TC_ 537.45';r___ �II ;, ry ° ' m ) I cn L NY Of` 1411 — ONI �,� 1 ati°J R. Ere Lr) cd cu w Us ON G P ell JRUST AREA C »..,,. l 24 c , ul � Acs r �� EX. TC 537.98' �� \ _ �,. I ON \ N i 4`2-Fl3 W ACA I , >_. ` N SEI �I ���9. • � � V fn � � i �,: - 11 J 0 LJ \b/ ���/ lQPQ\� EX. 5' WIDE I CONCRETE I �1� WALK .� N � ;,-��•/ .�" 4'_ �` Jam' - 41 111600 � "�� 1 � JP • + � 0J\�Q ' � �� � / / ,, .,_�/ i ' ..- ; � ,1�R Sc�22•`�2 � w ' \\ \ ° • \ � /,s: %}'✓'/ \\�� •�� g'F C: j ���y. / / �\/ '/i � y Wil" � Facility ul sss�. ° / � /�, 126 I �j 17. ry ,� ` �' 0 ../ / / •\ill/// ��� S'o �7 °IIt °d' "� 0 I J n1114/' SA - 51 47 �► . 4q -i- � , � • 6'j, 41.24 +Q \ Y I Q IJ I ` .y� . \� o�P\�� 1 iJ1 n 1 Q u ❑ \saf \ \ , ) w �� \ I-1- /+ \�j v F IJ ✓I �.. ..P. "� A 22� �, e -i2�1 Olfl a©---99 Oo C j� e• / I, -. .. -p.. •s \ W W \�. ° � �, Y.-�,� f'`= '• ,� Z II III I .� :� ' "r xi.�.. t...� WI✓ s� \ S.� p^ '` ,; / - _ �\ - Q, y% 4 o II I QO s -,1- - W' \ 0. 0. _\� • N / ✓ / / .% 5 fig, �...,�> j I �� '$'^,.r� F&,^` ITI ° \ i i • ?Y`��� n�,/� / �: ?r'.��'��s,d. Bloc� 1 ��LO CK 1 1 � _ �-' •� /�/ '� ° e, � 6 N3` I ' a 1 . I r .. {{ a w.-. IF THIS DRAWING IS A REDUCTION g.t l3 R s. re o ' / �� h/ P _ w GRAPHIC SCALE MUST BE USED J , z, o k / .i_ - :$..... .. ON rj SCALE: 1" = 30' 1 $ -J .. , / pq. � ' .. � ' ��..... 1. ,i rti t = I °, \ fir° y, }« s' . d f+ °P p �q.lop /t .. + R. nN N \' I � �/ \ ' y ' J/ y l J` h t r^i .[ 1 I I t a 0 1 .7 `h 6 . '" d � � , rew I1�1 aw�o , l L pa 1t . a �. r 30' 0 30' q t.� y�g� A TICD O _���_� /.,3.1C+aa c I y DESIGNED BY. PROJECT: HOLLYMEAD TOWN CENTER r I f' ENGINEERS DRAWN BY: AREA C, BLOCK 9 .�� , SURVEYORS JPD PRELIMINARY SITE PLAN v DAVID M. JENSEN a ��11II PLANNERS TITLE: REVIEWED BY 4 114 No. i � SITE LAYOUT PLAN SSOCIATES DMJ VO4 Io M Gfeecb= Am, i vnusm v�m.vMeVA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: 702/15/05 : Sig $G ehom: a¢3a.ssz.ens eemx ,34sMZW N0. REVISION BY DATE NO. REVISION BY DATE ZONAL E °�'•�' 204224.00co block 9 working.dwg CIVIL 1"=30' REVISION NUMBER 0 DRAWING NUMBER: C-4 SHEET NUMBER: 4 OF 7 T8iI n a ' I�� � --- - - - - -- T y 32ar411 —r 1 7------ �v 3os6ph W/ rlght ` I — �_ L— 11 I � I i I I o DB / I � i � I I 1� 11 Io11 ` Dav1.4 Tui i i — irE �� _ l 'I �11� i 11� 1� 11 +1'i �I I y } — — — B 1�T, �3 —r1 -- `vIAT/VMEENT 1. 4 2-l8 Pl�tI' I �� — — -- RA/ % \` I`—C Y.w 99.00 �� I I I I I ` �W-564.00�T�s• ��� r/ ./ .�,— ``/�/V / ✓� —--------- _—��/( 4S,W/ 1 82.0 / , I 1 I ITIV 5g ��1 W 568.00` -sed -a9S� � 1�E �_ _ �S37TOP19'�-- ---- ----- �'+'1_a2 9'W _ _ .I B 5y➢1.- -- 302 6' �— � r 1 \ � tt ^ -•� =`� y�_-C =��- � �' — ���— — — — j — -- - - - - - -- I I III I®M Z7.--- l EX. 1C 7.4 I�IIII IIII I I 1 II area. I V I I I I I i fy�h V I I I i' I I I IIIIII I 1 I, i 14 14 1 , I I III IIIIII i 1 II L 41-D I , - h / h a I, , Par 411D1 COPelvic- (' I �I I OFFICE D I I I I I I ,I I LLC POST 1 --- 1 �' I - / n ACANT I 1 III IZON ' C 1 -EC ILAND "RUST , - �/ - �� ' I ' 1 �� IvIER`CIA==-- �/�Ip I I ^, C BLOCK 24, 2.01 IAcs I -- - — �I . I j PD -MU Ian. 6\ 1� I I 7 . AT �4.2 37 / V A� �l�1Tl \: > , ItTSE� 5 I I / I Eby o�,n 5 2. 2 I V / � > /h�`� / / /'% v A� i� /�p"c it �• �� / 11 I , 1A01a _ I �a�p po � � / � ,� � / /�/y�/ / \\ h � 7R.. CP ', y •�' i �� c4 t 1 I c� � I I / , C / / , / /, / <Oc'-f- Ilbp 4,1' \��.,� ,X I I / 4� (�. � / � mf, 1 I /_ \ ��' 6 =42. I III I OST OFFICE / 1 \ I}� �t q(� «9 ESD. R LODAW- '1 1 {.[ U�7 .l. / WII✓ \ 1 ' 1Sa;x/ \ ; �� ♦ POST OFFICE I + 1 AND Tl + 1 SII r LAND TRUST 1 I I I AREAF1- 1 Block C 1 II '00�I I BLOC) 8 `I 1 - p" 1 1 ♦ — �i� Lot — —— �� c, 1 41 1 2.04 CS s - 1, \ \ +� /. i I 1 II I _ I I - �j �� 1 ';� V \ �,• • ,. , ��� / • I .92 Acs I " ` IF THIS DRAWING IS A REDUCTION �JN�: PI'J-NIC\, �, �ju ' S t OFFICE LINO TMST � � 1 / \ / 8 i i - � GRAPHIC SCALE MUST BE USED I rf, ° 1 1 1 1 a'', i i L �� -� �� M �I '1 I 11 11 ;.,) L:r. VA( ANT I I, �N� % i ��� I''// n I `� ZONE: PDC'�l.' � ARE, �, B��I�K 1 SCALE: 1" = 30' �I n �N ���; ; USE: VACANT I 1 . Lot B, i .79 Acs I 11 ' I I F �W��9 i / / lr %(� 1 PDM-IViC so G ZO� F • �pLrx op DESIGNED BY: PROJECT. REVISION NUMBER: m •R�/,�/' _ HOLLYMEAD TOWN CENTER ,�'� ENGINP,ERS DMJ AREA C, BLOCK 9 0 �7..; DRAWN BY: SURVEYORS PRELIMINARY SITE PLAN DRAWING NUMBER: DA C� Nj N PLANNERS JPD TITLE: d 611484 C-5 TITLE. - .4 4 wd RevrLwEO er: SITE GRADING &UTILITY PLAN ASSOCIATES DMJ u,Meupm Mm®mr SHEET NUMBER: Lybfti�•VA' �^� VA• l WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: .�.. 5 OF 7 N0. REVISION BY DATE N0. REVISION BY DATE rUNAL E �*� 204224.00co block 9 working.dwg CIVIL 1 "=30" 02/15/05 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 A4, A-2, only), prepared by Rivanna Engineering & Surveying, ALC, revised, last revi ). 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 Developments 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 thew rezoning application, a number of conceptual plans and illustrations for various purposes, but principally to providejustification 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, packing and drive aisles and drive-through window features and w 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 BMPs as necessary. Z The Owners of Area C, as shown on the Application Plan (the "Owner") shall cause cont tendon of the following road improvements that steal I be roads constructed to VDOT P B '� standards and either be accepted by VDOT or be bonded for VDOTs acceptance as follow A. Constriction of Timberwood Boulevard, as depicted on the Application Plain and further described as follows: i) from the intersectional US Route 29 to a new terminus within Hollymerid Town Center that is shown at the extension of the ZMA-01-020 AthwhmentE HdlymeadTownCe nwAreaC VDOT future road improvement project of Airport Road, this will provide the connection to Alport Road from Route 29 as previously proffered as part of ZMA- I' 94.08. The constructed improvements shat include two Eastbound lanes in conjunction with the improvements designed for TM 32 Parcels 41D1 and 41A to the first dual lane roundabout at access road B and Westbound lanes of dual left lanes, one dim lane and one continuous right tum 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 tum lanes at the intersection of Route 29 and Tinberwocd Boulevard, from northbound Route 29 into Timberwood Boulevard. The turn lane and taper lengths will be determined with final road plans to be reviewed and approved by VDOT. C. Signalimtion 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 Timbewood Boulevard, as approved by VDOT. The existing intersection exiting Forest Lakes shall be reconstructed to maintain the dual left lanes, the continuous right tum lane and add a through lane according to the final design in the previous paragraph. D. The Owner proffers to dedicate land and construct athird 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 font 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 tum lane starting at the right -in at the Northern boundary of TM 32 Parcel 41A to the right -in at the Southern entrance of Area C. E. Construction of one additional continuous right tum Northbound lane starting 1090 feet south ofTimberwood Boulevard at the location of the beginning of the turn and taper of Worth Crossing and Route 29, and temniitating 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. HOI.LYIa`AL '1�01rN :R'.Nl'A.R IYlAIIRA 9�PflIC66RG @ �orosnl. ssRvr-e .urea c suaer,•rwa vtu. 9heel Pp A2 of 7 APF'ti cATTON pearl r�•a 5i I Pw i , I ., -� nom— ® � "�. r u'--•-- r`i� I ^" I ,'\I _ CD'��, nr.�.'r ''.' it •1� � �1 � __ I pi ' a _ I o i ' I I r .. ♦ � �:1 \ I ! } F 8 1 • � II " _. ,, I/ n ,1 _ -_ r r 1 � I it Eli n C xn ■ I 'i a I 1 - I .e.:'S y 5 \:�+ \ ��911 4' r •I` -� „� � die j '� l �., �y� hs �. � ' �I r r I i - i l : I - ( g � o• �i,,.tl 7 t`�� ".� l� 1 ,i' / % I i i`.- -- �.` y ;� ' I i - 1 I F I 1 6 i � �I Y' ,` 1. I. �-' , } r..F4n sS.,:n �. ,,� •'Y'•"'\ i �� ° , � I I ® _ ; lye OF ! Wed ENGINEERS ,Ln`�A` `Z SUR4TYORS �101 M. JE EN 9 �L/ PLANNERS No. 114810 ASSOCTATES I4]AfIl%dgR 141m1b VA UIft— MMMLNAL E NO. I RFVISION I BY I DATE I NO. ZMA-01-020 AthachmentE Hollymead Town Cala Area C The road improvements listed in proffer 2 A, 2B, 2C, 2D, 2E and 2F above shall be constricted, 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 I PP satisfy al costs to complete such improvements in accordancewith plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved sub -base gravel, tub and gutter, intermediate surface and necessary storm water management improvements and satisfactory completion of road improvements required for public safety, and signalizatioq 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 se proffers are conditioned upon VDOTs approval of an entrance permit at the Timbawood 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 ofthe rezoning and shaft diligently pursue such approvals from VDOr. 4. Upon request of the County, the Owner shall contribute $10 000.00 to the County or VDOT Po W ty, ty for the purposes of funding a regional transportation study for the Route 29 Corridor. The S 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 nm expended for such purposes within three years from the date the finds were contributed, such funds shall be refunded to the Owner 5. The Owner shaft contribute $200,000.00 (the "total corn fibutiod") 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 Canty 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 ofthe first final site plan or subdivision plat. If five years after the date of approval of the first ficial site plan or subdivision plat the total contribution has not been fully paid, the Owner ZMA-0 1-020 Attachment E Hollymead Town Carta Area C shall contribute the unpaid balance within 30 days upon the request of the County. If the find is rxrt exhausted within 10 years f ort the date the last contribution is made, such unexpended funds shall be retarded to the Owner. 6. Upon the request of the County, for any parcel used for non-residential paposes in the potion that is currently zoned Light Industry that will be rezoned to PDMC the Owner shall petition for and consent to a Comniumty 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, funding, Planning, establishing, constructing, reconstructing, enlarging extending or rnaurtairung Route 29 and roads and oilier improvements associated therewith, which shall include, but may not be limited to improvements to Rate 29 from dee Seth Foie of the Rivanna River to Alport Road, the extension of Ridge Road as depicted on die Master Plan, to the South and across the Rivanna Rive to connect to Buakmar Drive. Submitted as of the 25m day of July 2003, by: Post Office Lard Trust By:�E,^ ShirleyCharles W. Hurt, Trustee ShiL. Fis , Trustee DmaNm err. PROJECT: HOLLYMEAD TOWN CENTER DW AREA C, BLOCK 9 o2nwN BY. JPD PRELIMINARY SITE PLAN TITLE: REVIEWED BY: PROFFERS AND APPLICATION PLAN DMJ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 204224.00Co block 9 coo king.dwg CIVIL AS SHOWN 1 01 NUMBER: I C-6 SHEET NUMBER: 6OF7 NO Q_— 1 I 1''21210 ))I(_Q00 0 CD ---- ---- - - ' .. � . 2 I 0J� II / 1 ))� - - --- I r TW --S64. 4. 0 0 � � dM, ,{ `�6' �'' � r � � ` � sv`' .�- 'e, � v ., c �.. �,y '"-�—.�. i —/ -- -- � — — — -- — -- �— �z� - � — -- — — _ — — _ — — T1�1 5 $.40 I �`. L _ Rw SFR nn,; -k,.:. - �� — — — — % / j . I IT 1 41 I I Imo. 1� 1 ,00 yI ° CS I I I V, REVISION BY DATE NO. BY I DATE l D VID M. JENSEN No. 1148 01 9: I ��sjoNe Q'��ti --,_ --� — __,`____ � IIII IIII ► ; \ -- _--=�I IIII IIIIII -L_ -� _ _= �`= _ � ,.;,� i`\% `, �..�'= ,� -� ,� ",•,� I { I IIII I i! r __ --1 �1 1��1 Iillllllll �'+ r I, rr, 1 I 9= M Ire.' �`{I III�IIIIIi dill IIII r I n,.. I I I I I J IIII IIII ` I �!; 1 II 1 sv I:I I l 7k..- F I EI --_- I � L .' I)_ ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mull RWV Rood 1402 Ckeenbria Fbw =134=61705 A uw2 C3aioftri a VA 22901 . 434.582.6175 Phaw 4349842700 www.ww0000dateg Mee PLANT KEY x PARKING LOT SHADE TREE EVERGREEN ORNAMENTAL TREE D TIMBERWOOD BOULEVARD TREE PARKING LOT TREES (INTERIOR) 273 P.S, 1 TREE/10 SPACES 28 SHADE TREES PROVIDED (GREEN ASH) BIOFILTER PLANTS (POSSIBILITIES • RED MAPLE • RIVER BIRCH • SHADOWBLOW SERVICEBERRY •BALD CYPRESS • INKBERRY HOLLY *ELDERBERRY • CLETHRA • BUTTONBUSH • ARROWWOOD Vi6 • BLACKHAW Vi6 • WAX MYRTLE • HERBACEAIS MATERIAL PERIMETER TREES TREES PROVIDED 40' OC • PIN OAK • SWEETGUM (NON -FRUITING) • FRINGE TREE • AM. HOLLY • SHRUBS TO CASCADE OVER RETAINING WALL (EVERGREEN) PERIMETER & PARKING LOT SHRUBS • ABELIA • HOLLIES • CHERRY LAURAL • WITCH HAZEL • HYPERICUM • VIBURNUM TIMBERWOOD BLVD TREES • COLUMNAR MAPLE • COLUMNAR GINKO • SEASONAL PLANTS IN PLANTER IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE. 1 ' 30' 30' 0 30' THIS SHEET FOR LANDSCAPE PURPOSES ONLY DESIGNED BY: PROJECT: HOLLYMEAD TOWN CENTER DMJ AREA C, BLOCK 9 DRAWN BY. JPD PRELIMINARY SITE PLAN TITLE: REVIEWED SY. DMJ WWA NUMBER: FILE NAME: 204224.00co block 9 working.dwg LANDSCAPE PLAN DISCIPLINE: CIVIL SCALE: 1 "=30' DATE: 02/15/05 REVISION NUMBER: 0 DRAWING NUMBER: C-7 SHEET NUMBER: 7 OF 7 ,y Z. , o; l � / 11W 99.00 I �2'45'W BP 82.00 / N37'Ol' 9'W ! _., 1 t I' l � _j/ / 40 ( 1 I I , Q_— 1 I 1''21210 ))I(_Q00 0 CD ---- ---- - - ' .. � . 2 I 0J� II / 1 ))� - - --- I r TW --S64. 4. 0 0 � � dM, ,{ `�6' �'' � r � � ` � sv`' .�- 'e, � v ., c �.. �,y '"-�—.�. i —/ -- -- � — — — -- — -- �— �z� - � — -- — — _ — — _ — — T1�1 5 $.40 I �`. L _ Rw SFR nn,; -k,.:. - �� — — — — % / j . I IT 1 41 I I Imo. 1� 1 ,00 yI ° CS I I I V, REVISION BY DATE NO. BY I DATE l D VID M. JENSEN No. 1148 01 9: I ��sjoNe Q'��ti --,_ --� — __,`____ � IIII IIII ► ; \ -- _--=�I IIII IIIIII -L_ -� _ _= �`= _ � ,.;,� i`\% `, �..�'= ,� -� ,� ",•,� I { I IIII I i! r __ --1 �1 1��1 Iillllllll �'+ r I, rr, 1 I 9= M Ire.' �`{I III�IIIIIi dill IIII r I n,.. I I I I I J IIII IIII ` I �!; 1 II 1 sv I:I I l 7k..- F I EI --_- I � L .' I)_ ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mull RWV Rood 1402 Ckeenbria Fbw =134=61705 A uw2 C3aioftri a VA 22901 . 434.582.6175 Phaw 4349842700 www.ww0000dateg Mee PLANT KEY x PARKING LOT SHADE TREE EVERGREEN ORNAMENTAL TREE D TIMBERWOOD BOULEVARD TREE PARKING LOT TREES (INTERIOR) 273 P.S, 1 TREE/10 SPACES 28 SHADE TREES PROVIDED (GREEN ASH) BIOFILTER PLANTS (POSSIBILITIES • RED MAPLE • RIVER BIRCH • SHADOWBLOW SERVICEBERRY •BALD CYPRESS • INKBERRY HOLLY *ELDERBERRY • CLETHRA • BUTTONBUSH • ARROWWOOD Vi6 • BLACKHAW Vi6 • WAX MYRTLE • HERBACEAIS MATERIAL PERIMETER TREES TREES PROVIDED 40' OC • PIN OAK • SWEETGUM (NON -FRUITING) • FRINGE TREE • AM. HOLLY • SHRUBS TO CASCADE OVER RETAINING WALL (EVERGREEN) PERIMETER & PARKING LOT SHRUBS • ABELIA • HOLLIES • CHERRY LAURAL • WITCH HAZEL • HYPERICUM • VIBURNUM TIMBERWOOD BLVD TREES • COLUMNAR MAPLE • COLUMNAR GINKO • SEASONAL PLANTS IN PLANTER IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE. 1 ' 30' 30' 0 30' THIS SHEET FOR LANDSCAPE PURPOSES ONLY DESIGNED BY: PROJECT: HOLLYMEAD TOWN CENTER DMJ AREA C, BLOCK 9 DRAWN BY. JPD PRELIMINARY SITE PLAN TITLE: REVIEWED SY. DMJ WWA NUMBER: FILE NAME: 204224.00co block 9 working.dwg LANDSCAPE PLAN DISCIPLINE: CIVIL SCALE: 1 "=30' DATE: 02/15/05 REVISION NUMBER: 0 DRAWING NUMBER: C-7 SHEET NUMBER: 7 OF 7