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Home My WebLink AboutSDP200500018 Plan - Approved 2005-03-14NO. am R1 hL AREA C 0 CK %i ILA MAIID\CH 14, 2005 'Mal, 1, a- 1030 "1 SDP-20045mmO018 SITE OWNER/APPLICANT: POST OFFICE LAND TRUST C/O C.W. HURT CONTRACTORS, LLC TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION P.O. BOX 8147 CHARLOTTESVILLE, VIRGINIA 22906 PROPOSED DU/S.F. PARKING TIO REQ REQ. � 0F SPACES TOTA.�_ PROVIDED NET LOADING SPACES I ATTN: KATURAH MU LLL II III (434) 979-8181 PROPOSED/APPROVED MAX. SQ. FOOTAGE NUMBER OF DWELLINGS MAX. DWELLING V 42DU SQUARE FOOTAGE TO PERMITTED BY BLOCK PROPOSED/APPROVED TO UNITS PERMITTED BY N/A VI ENGINEER: WW ASSOCIATES, INC. I ��✓`'' DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE ,��`� � ' 25.9 4.5 PER 1000 GSF 117 1402 GREENBRIER PLACE +148 3 TOTAL 212 425 +236 3 CHARLOTTESVILLE, VA. 22901 BL BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED APO ATTN: DAVID JENSEN P.E. ' (434) 984-2700 BL BLOCK t BLOCK III NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 40 ..� , B CK 5 s ., II NO SDP SUBMITTED 70,000 NOT PERMITTED SOURCE OF TOPOGRAPHY: RIVANNA ENGINEERING AND SURVEYING, PLL. SUPPLEMENTED BLOCK IV SOURCE OF SURVEY; RIVANNA ENGINEERING AND SURVEYING, PLL. NO SDP SUBMITTED 30 OWNER/APPLICANT: POST OFFICE LAND TRUST C/O C.W. HURT CONTRACTORS, LLC TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION P.O. BOX 8147 CHARLOTTESVILLE, VIRGINIA 22906 PROPOSED DU/S.F. PARKING TIO REQ REQ. � 0F SPACES TOTA.�_ PROVIDED NET LOADING SPACES I ATTN: KATURAH MU LLL II III (434) 979-8181 PROPOSED/APPROVED MAX. SQ. FOOTAGE NUMBER OF DWELLINGS MAX. DWELLING V 42DU SQUARE FOOTAGE TO PERMITTED BY BLOCK PROPOSED/APPROVED TO UNITS PERMITTED BY N/A VI ENGINEER: WW ASSOCIATES, INC. I ��✓`'' DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE ,��`� � ' 25.9 4.5 PER 1000 GSF 117 1402 GREENBRIER PLACE +148 3 TOTAL 212 425 +236 3 CHARLOTTESVILLE, VA. 22901 BL BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED APO ATTN: DAVID JENSEN P.E. ' (434) 984-2700 BL BLOCK t BLOCK III NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 40 ..� , B CK 5 s ., t,<< SOURCE OF TOPOGRAPHY: RIVANNA ENGINEERING AND SURVEYING, PLL. SUPPLEMENTED BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 r� BY FAULCONER CONSTRUCTION CO. INC. BLOCK V NOT PERMITTED -- 42 50 'rhw ARBA G E r +� l� COUNTY STATE: ALBEMARLE COUNTY, VA. ` h MAGISTERIAL DISTRICT: RIO BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED a, l CS C TAX MAP REFERENCE: TAX MAP 32 PARCEL 41 D BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED -- BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED --`�'�\,,a 3 "' " r mom:, g ZONING: PD—MC; ENTRANCE CORRIDOR OVERLAY DISTRICT BLOCK IX 25,943 40,000 NOT PERMITTED -- ryk. , -� YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH ZMA 01-20 APPLICATION PLAN TOTAL PROPOSED AND PROFFER #1 SQ, FT. 25,943 42 BUFFER ZONE: N/A MAX. SQUARE 275,000 MAX. DWELLING UNITS 120 VICINITY MAP MAXIMUM STRUCTURE HEIGH i : 3 STORIES PER ZMA 01-20 FOOTAGE FOR AREA C FOR AREA C SCALE: 1 "= 2(000' (AREA C) CODE OF DEVELOPMENT SQUARE FOOTAGE REMAINING DWELLING EXISTING USES: VACANT REMAINING FOR AREA C 249,057 UNITS FOR AREA C 78 PROPOSED USES: RESIDENTIAL 42 SFADU: TOTAL SITE AREA = 2.67 ACRES (116,284 SF) PARKING/CIRCULATION AREA: 0.5 ACRES (21,700 SF) (18.7%) LANDSCAPING/OPEN SPACE/PLANTERS = 0.18 ACRES (7,753 S.F.) (6.7%) AREA OF LOTS = 2.46 ACRES (107,287.49 S.F.) IMPERVIOUS AREA: 2.49 ACRES INDEXOF SHEETS WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA RESERVOIR WATERSHED: NONE DRAWING NO. SHEET NO. TITLE WATER SUPPLY PROTECTION AREA: NONE PARKING REQUIRED: SEE TABLE "B" C-1 1 OF 7 COVIER SHEET PARKING PROVIDED: SEE TABLE "B" C-2 2 OF 7 GENERAL NOTES PARKING/CIRCULATION AREA: 0.50 ACRES C-3 3 OF 7 EX�iITING SITE CONDITIONS &DEMOLITION PLAN ESTIMATED TRAFFIC GENERATION: 420 VPD C-4 4 OF 7 SITE LAYOUT PLAN NOTES: C-5 5 OF 7 SITE, GRADING AND UTILITY PLAN 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER MANAGEMENT C-6 6 OF 7 PROIFFERS AND APPLICATION PLAN FACILITY 2. THE SITE IS LOCATED IN DRAINAGE AREA DA—U. 2. FIRE FLOW (PER ACSA) FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 880 C-7 7 OF 7 LANDSCAPE PLAN FEET DISTANCE IS 1986 gmp®20psi RESIDUAL. 3. THERE IS A 24' WIDE INGRESS/EGRESS EASEMENT ON PRIVATE ACCESS AISLE. COUNTY 1ST SUBMISSION COMMENTS DMJ 4/18 05 • DESIGNED BY- DMJ PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: ENGINEERS AREA C, BLOCK 5 1 r , SURVEYORS oRaw" BY. - PRELIMINARY SITE PLAN V DAVID M. JENSEN 9 PLANNERS JPD DRAWING NUMBER: TITLE: ve No. 11484, ,� ASSOCIATES REVIEW EDMJ, COVER SHEET C-1 A�1{f O }�� 147 Mill Ridge Road 1402 Greenbrier Place SHEET NUMBER: SrvNAL Lynchburg, VA 24502 Phone: 434.582.6175 CWoucvillc, VA 22901 Phone: 434.984.2700 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: REVISION BY DATE NO. REVISION BY DATE �� "�mwassociates.ue` 204224.0000 block 5 working.dwg CIVIL AS INDICATED 03/14/05 1 OF 7 ADDRESS TABLE "B" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL PARKING TABULATION BLOCK PROPOSED DU/S.F. PARKING TIO REQ REQ. � 0F SPACES TOTA.�_ PROVIDED NET LOADING SPACES I II III IV V 42DU 2.25/DU 95 '33 +88 N/A VI VII VIII IX 25.9 4.5 PER 1000 GSF 117 242 +148 3 TOTAL 212 425 +236 3 I 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 2.67 ACRES. THE BOUNDARY AS SHOWN HAS BEEN DETERMINED FROM RIVANNA ENGINEERING AND SURVEYING, PLC ON JULY 13, 2004. 5. THE EXISTING TOPOGRAPHY IS BY RIVANNA ENGINEERING AND SURVEYING, PLC. (NAD 83) AND SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. 6. THE EXISTING ZONING FOR THIS AREA IS PD -MC. 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 CL 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 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 PL PROPERTY LINE 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 SW 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 CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILLITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 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. ADDRESS COUNTY 1ST SUBMISSION COMMENTS DMJ1 4/18/05 NO. I REVISION I 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 959 OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. GENERAL NOTES 1. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTION& MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 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 PI'r__CLUDE 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 IR/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL. SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 14. SIGNIS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. SITE PLANT NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONITRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONISTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PIAN. 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, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARITH 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 IBOTH 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 FROMI 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 SILOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE IMAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES". 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). TIMBERWOOD BOULEVARD ALTERNATE 24' LOCATION 0, _ - - - - 6LEAD WALK �5'X 12' STOOP i UNIT UNIT 40' i � 18' VARIABLE DETA HED 'J DETA HED GA GE GAGE 24' Ij_C i 1 6' i . * 24' �-- 1 PL 0 -11--C ACCESS AISLE GRAND FORKS BOULEVARD * 24' WIDE PRIVATE ACCESS AISLE/ALLEY INGRESS/EGRESS EASEMENT TYPICAL LOT LAYOUT NTS NEW PAVEMENT -_- :- -: CURB & GUTTER - - - - LOT LINE/PROPERY LINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. An DESIGNED BY: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: DMJ AREA C BLOCK 5 1 ` f � ENGINEERS DRAWN BY: � SURVEYORS DJPD PRELIMINARY SITE PLAN DRAWING NUMBER: U AVID M. JENSEN PLANNERS TITLE: No. 11A.84/ w� REVIEWED BY: GENERAL NOTES C-2 V ASSOCIATES DMJ o� 1 6 w 147 HunRW90Road 1402 baarm« SHEET NUMBER: i �ti} Ly�g.VA245M cmWftnM,VA2MI WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: I ONAL g'� Pbaua: 434.582.6175 Phew- 434.984.2700 2 O F 7 www.wwamocidw.net 204224. 0 0 c o REVISION BY DATE _ _ _Mock 5 working.dwg CIVIL NONE 03114105 LEGEND EXISTING NEW DESCRIPTION ---435--- -435- CONTOUR INTERVAL AS INDICATED ON SITE PLAN) ;56.1 •56.1 SPOT ELEVATION n'-'-"� (_Y -YY, TREE LINE X X DEMOLISH EXISTING -- - CENTER/EDGE OF STREAM FENCE AND GATE EDGE OF PAVEMENT PROPERTY LINE/RIGHT OF WAY TAX MAP LINE -� OVERHEAD POWER AND/OR TELEPHONE SS ---- SANITARY SEWER ad STORM DRAIN AND END WALL, TYPE AS INDICATED 8" W WATER LINE �, W --T.yy--__ TRAFFIC WIRE - GE -- - E UNDERGROUND ELECTRICAL --H6-:F- ---UGT UNDERGROUND TELEPHONE 7;' T' -17L ABANDONED OR REMOVED UTILITY 0 STRUCTURE U O O DUPLEX WATER METER FH-" FIRE HYDRANT 0 tl WATER VALVE SMI saN O SANITARY MANHOLE sr ST STORM MANHOLE M o DROP INLET ,L -.e CURB DROP INLET pco --eco SANITARY CLEAN OUT LIGHT POLE TELEPHONE POLE, WITH GUY AND ANCHOR -� POWER POLE SIGN SEE LANDSCAPE PLAN L-1 TREE SEE LANDSCAPE PLAN L-1 BUSH RIPRAP O • IRON PIN CONCRETE SIDEWALK 0 NEW STOOP NEW PAVEMENT -_- :- -: CURB & GUTTER - - - - LOT LINE/PROPERY LINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. An DESIGNED BY: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: DMJ AREA C BLOCK 5 1 ` f � ENGINEERS DRAWN BY: � SURVEYORS DJPD PRELIMINARY SITE PLAN DRAWING NUMBER: U AVID M. JENSEN PLANNERS TITLE: No. 11A.84/ w� REVIEWED BY: GENERAL NOTES C-2 V ASSOCIATES DMJ o� 1 6 w 147 HunRW90Road 1402 baarm« SHEET NUMBER: i �ti} Ly�g.VA245M cmWftnM,VA2MI WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: I ONAL g'� Pbaua: 434.582.6175 Phew- 434.984.2700 2 O F 7 www.wwamocidw.net 204224. 0 0 c o REVISION BY DATE _ _ _Mock 5 working.dwg CIVIL NONE 03114105 ks� 41-1 A ot fi r e a% -1 Trust 2.. V5+ i P \ \ \ \ \ \ - 'i -� �" _ \ \ \\ \\ \ \ \\ IF THIS DRAWING IS A REDUCTION \ _ �\ I / / \ \ \ \ \ \ GRAPHIC SCALE MUST BE USED 0.\ \ \ \ \ \O \ \ \ \ I / /.�! , / I \-\ \ \ \ \ \ \ \ \ \ \ \ \ SCALE: 1 " = 30 r 0 0\ Mdifiteft nee Ease. __` _ `__ __ _—_ _— —_ ____ — \ \ X39, \ \ NOTE: IMPROVEMENTS SHOWN ON THIS SHEET AS PER ROAD PLANS & PROFILES FOR TIMBERWOOD BOULEVARD—PHASE II AND AS APPROVED BY ALBEMARLE COUNTY. 02'1336 W 7 — — — — S02'1336 W — — —^ — — • `� \\\\\\ \\ \\ \\ \\ \ - __ R. BO P� l is R W VA ES -�` DE ;f 1-6 SPEED 30 MPH • — ---_, (S02' 13 36 W 1 ,39 , 1 v =Tr � — 1 5.0 \ ► \ \ \:312 58' _ — • _ �`- _ '_1``\ �/ \ \\ \ \ \ \ \ \ \ \ EX. 10AX60 ( I X73. S8 ` �,,\` 0 \ \\ \ \ \qN� 0 \ \ \ \ \ T /\ EASEMENT ` `y I i -'� \ \/ \ �., \ \0 \ EX. DRAINAG�\EASEMENT \ \ �— � / DEMOLISH EX. 24 \ \ END SECTION AND RIIP-RAP \ oT �N 000 \ \ \ \ EX. 20'X22'T�pO�< \ \ \ DRAINAGE ,/ N�3; n \ M �\ \\\��2 � T� � Qi�41 \ \ \ BLOCK 5 EASEMENT /AREA C� \ \ \ r? }04 \ : HOLLYMEAD TOWN CENTER.40 \ }`. \ \ \ \ \ \ .�. -- --- -1� �--- /- 1 I �•,. \'•• \ \ \ \ \ \ \ — -✓ �O c i TMP 32-41D, \ \ \ \ / re Ilk— N"I" M P A I 3 ost Offjlcf_--�t ms and Tr'u,stt\ 6 -� /yam 16 zol 0 'aij" �.6�.r�� J 01 :� � of � am3M �/v _j of V' \ \ \ ^ \s / DEMOLISH EX. CURB _ \ 822 \ /\� T. \ \ \ \ 1 L — J \ \ / / & GUTTER TO THE t N 10.32,1 \ \ ` \ \ \ / / EXTENT NECESSARY I I _ �_ T' _ _ t I E ` / PROPERTY LINE TO INSTALL NEW / I \ \ \ a'n \ \ 17.50' \\ ENTRANCE X1 \ \ _ %-_ "Fla \ s0 -17.x! 61 \ I // / // // / /� ��\ \ \ \ \ \ // O \ / �y� ___—^— fir_ z+ st b,>, OUSE + _ 1 `I \ r 182. / / / / //// / /' \\\ \\\ \\ \\ \\/ —\\ / ----- 00 Ate—— ---------` 93' / m Lf" )% B __j L=48.25 I \Zy ..�,Y.. _=27.50 Q ___-------- x l \ \ .Bloch, C.6, ----- - 3 2 "ar \�� -`^-- \ I I \ Office 1,anTiAv-) m. H. !;� � �s , -Ljo \ RI k.,?; .4.1k 11�_ f 1.) 1 k_1 �JA 6� 4 OPP'3 Mai/ / / / I I�14 ev, ` \ J`S / / \/Unite 0 lt I L _ t a n �~ F P:,i+, \\ - .`•f. `- —_—_.' ''S�T'm. ,y,.,.t 5i1 F se- Vv\,, ct.ant 4 "? 7 / \i � \ '/ /"�. ' / — -// / / /// � � / / / « l "�j (''� / / / / / / / � -..f, � � a`� .. ^ '� _ ` ... .<e• d..�..w .,..,.✓ Sk.s x �k EL.s �f � ' \ Ll -- �\. /i�r `�'iCt - �vF ! j' �t _-----�' / / �� _ �/ // j/ j/ �\ I I / ) \ / / / / \` fir. y y.�r—sd. �SO \\\ \\ \ \ 1 ADDRESS COUNTY 1ST SUBMISSION COMMENTS DMJ 4/18/05 = DESIGNED BY: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: DMJ 25% SLOPE OR GREATER `ENGINEERS DRAWN BY: AREA C, BLOCK 5 1 4 'Q1 SURVEYORS JPD PRELIMINARY SITE PLAN DRAWING NUMBER: DAVID M. JENSEN PLANNERS TITLE. .6 No. 11684, �,� REVIEWED BY: EXISTING SITE CONDITIONS & DEMOLITION PLAN C-3 y ASSOCIATES DMJ O�0 1a�MnRMPRa.a iao�c�naerr� SHEET NUMBER_ ( {� LynoLbu�,VA2450z ChvMWv VAMor WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: l ONAI, �rhone: a3asaz.6ns rnme: 434.9842700 3 Q � 7 NO. REVISION BY DATE NO. REVISION BY DATE `""""•�•nd 204224.00co block 5 working.dwg CIVIL 1 "=30' 03/14/05 NO. oN SS C S eM \\0 DE ST T WP4'f� Ap%�' - I VE oj"'t spw�n 'p AcENT NT of 0c, 'y 4.49 Acs 1"'ost Office 1,atid T -r -u -s!, „ `r/ -1 T M'P. 3 /`2 - 4 1. D /^"\ 1> S AA IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED V 7 R'lp D.B 1661 -'42w -11, 6 NT F a c,.,t i p SCALE: 1 30' A I _1'10R�Ay DB 16 5 91 .4&,>.. .. L a... RIP, 30' 0 30' Zoned,., OR'6W,4 -et Man.agemwtit & Ease-, Use sto-'rvr');�' 0 0', D TION 28+00 10' SD ES M'T 7 TIMBERWOO 10+00 =PRIVATE ROAD so 7 T U T _Rf11 9 9 ...... 0 A fu 3 71, 1- 0 )8+nn 29+(00 Public + o o . . . ... ........ R" (VARIES) Q�) DESIGA ED 3 0 MPH SIGHT DIST101111, 7 E S 335 1 jx� Tee b Uv -----------------------'---- -Sim ------------ �._._----�� -'_— �' _ �`� / '1133 ST -72 f w S02'11 33 _ -- _ �� _71T777- F_ -7 /V 47-41—TT -A 114,170t, sm 44 0 r7 �71 ST -610, OP LOT 1 LOT 2 LOT 5 LOT 6 LOT 9 LOT 10 LOT 13 LOT 14 LOT 3 LOT 4 LOT 7 LOT 8 LOT 11 LOT 12 LOT 15 LOT 16 CONNECT TO P, 01 EX. 8 W 40 "?o 1Q • IN I I (vo') 'Z"� A� -74) � r4A �?o F ASF 04 PRIVATE ROAD STA. 11+41.46 1 1 1 1 1 1 1 6+01.70 ACCESS AISLE 719 'S '0 —7 Q0 0 I •) I I t. I I '�: I I I:j ." I I I I I I I I I 11 :,:A 107 A A� A A 'Acres TM.*P 32-41D �N_y w Posl Off -ice, Land Tm.st 4[�h, � � �e ffin -9 a+pgy',� I I 1 � / / ��.., � � �� \ ;,.� de.. r �`Yg � `�le�yY \:' .\>M. E 'I T L DI 1-'-1 6 5 c too 11/v SS CI I I I I I I I I I I I I I I I I I I I I I / i / Wll� . r�, I Q I I I I I I I IA? _4 CPO, LOT 42 LOT 41 1 CN4 —I— L L L _1_ _j L L L —I— _j L J L —I— _J L _j L _j L _j L _J J, LOT 40 LOT 38 LOT 37 LOT 34 LOT 33 LOT 3 LOT 29 LOT 39 LOT 36 LOT 35 LOT 32 LOT 31 LOT 28 LOT 27 24' TRAVELWAY & INGRESS/EGRESS ESM'T Q Q 8" SU" BOUT 'k. x 1. IVI. 17_1 Y T F�i -3- -r A 'T,., # < XA%.� rx A, 1. 6 6 POST "..'..'s _1 J P -4 DB pin't C B", 1. "0 �i() pt'l N 6 "".1. Liz; Z-5 r 'd.1 3 t ZI V], L '659-1. 4 Plat )- 4 Z f'J? -1, N U P, 0' f Fa # 711 "1 rre -cant C u nr f L a J Js -e-4 vl-lca ture �kj' -.j( n., I )t 7 Ll one& D, 2, S Jct" t 1i 81", k A_ ADDRESS COUNTY 1ST SUBMISSION COMMENTS DMJ 4118105 O DESIGNED BY., PROJECT: 1-1 (1 T I VT%AEA n rlrn'XITXT 0VXjrPVD PFV/qln NUMBER: ENGINEERS AREA C. BLOCK 5 k SURVEYORS DRAWN BY. JPD PRELIMINARY SITE PLAN DRAWING NUMBER: DAVID M. JENSEN tpp PLANNERS TITLE: No. 114 REVIEWED BY. SITE LAYOUT PLAN C-4 ASSOCIATES DMJ 147 MIR Ridp Rmd 14M Granbrier Phim SHEET NUMBER: 04 A24 Cbm�VAZZ901 WWA NUMBER: FILE NAME: DATE: V_ - 434.9942700 DISCIPLINE: E: ="42305 6IM75 Phow. �910NAL wwwm%lawdeftna 204224.00co I- of 4 F 7 REVISION BY DATE NO, REVISION BY DATE I I block 5 working.dwg CIVIL 71L, — 3 03114105 \ \ \ `/ � \ qD QED w�tN \ \ \ ' � ` _ - _ _ - \ \ \ \ \, \ \ \ \ *-% \ '1. • \ ` \ \ \ s \ JU� r0 \ \ _ _ -- - - - - � \� 0 \ \ \ \ \ \ � \ \� \ \ \ \ q� \ \ DEV \ \ - _ - - = \ \. .I 11\�� 3 \ `\ \ \ \ \\ \ \\\ \ \ \ \ \ \ �` \ V \ /� \ \ \ \ \ Pss \`�(q�OPN�TER \ �_ \\\ \� \ Al \\ \ \ \ \\� \\\�\\\\` �� \ \ \ \ \ \ \\ 0c, -\ \ENT G \\ \\ _ --_ \\\ \ \ :11 \ \ \ \\ \ \ \ \\\ \ \ \\\\ \\, \ \ \ / \ \ \ � , 11_1 11_. --, --, ____ - ____ '_1 _-�- , -- Y1 d", 1 - . '1� ', , _,�_ 1,'-, __ 1\- ,_ " . I - .....a. I 11,- 11 s-7, ci. Z, ,-- , ]�� \ _, 1-1 1�1_ -1 \ __ - R 1-1 "I 11� -_ ,,ost (-, _.... a _ ,\ " �,,\ / ` \ \ \\ \\� - I ��_\ \ \\- \ \_, \ \\\ - - -- - -\\___ - - __, \\'_\\ \\ \\ \� _ \ \� ) I -\ � \\\\-, --, --, 5-i'i tf ("c" e � I " ln� I, c-, f \ 1 1 , \\ \ \\ \\ \ \ \\ �� ,�, -,, \\ \ , , -1 - ____11 '_ "', 12-4 ,-, - 11 '11 >\-1 \ \ \ '\ \ \\ \ �>_ � � \ � � \ \ \ \ \ \\ / \\ \ \ \ \ \ \/ \ I '\ -, \ _1-11__� \ \ \ \ \ \ \ \ -TT� A \ \\ \ � I D \ \ 1-1 \ \ \ \ \ /11 I I wl- J, -,.T I- -5'--r - _r , " )w \ 1-1 \ /� \\�. \ . "" p {:. ¢ \ � \ \ \ \ IF THIS DRAWING IS A REDUCTION ..`,i \ \ \ \ \ \ \ `\. \ \ R t ° �.,.!' r - . cj .gib. V11 . if, g, - ' \ \ \ \ \ �. \� I � qPM -6 � \ r \ \ \ \ \� �� \ \ \ \ \ \ \);' �, o, ` \ _ - _ \� I / / / \ \ \ \ \ \w\ER , \ \\ \ \ \ / " \ \ \ \ `\ \ \ \ ` \ GRAPHIC SCALE MUST BE USED \ \\ \ \ I11 \ $6 \ \ 4_,, :i. �.; A ` \� \ \ \ ,� \ \ \ oR�B \ \ \ � ? \ \ \ \.. � . 'F.•L,... -11"' - �;. / I \ RIP \ \ \ ` \ ` SCALE. 1 = 30' \ \ \ \ \ \ �\ \ \ � AY \ \ I \ \ \ \ \ \� \ \ \ \ \ \ \ \ \ \ C C \\ \ \\ \ \ \, .\\ \\ ' I / \ \ \ \ \ \ ` \ 01%%mm \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ `' �'�& \\ \\ \ \ r� . 1h *.r. ,v. \\�-,...- L_-__.------- ------=_/ %.`. \ \ \\ \ \ \ \ \ \ \ , 11 \ - - E / \ _\ 1\ `� '' \ \ \�_- - T, -, '_1_1 'O. " ai - 1, ", - , � L ` , \ \ "I \ \ \ "k - I . . AnC1,9t'!TrIf �11_ - DO ai I _ . - -Al t.;111.1 / 1-1 \ __ 1-1 &' -rr,,t, �, , _1 el -1- .11t ( .,u, .i.n c e ,, -i s 11 0\ \ \� \, \1' \ !�14 ,,, \ \ , --, \ \\ \A \ \X \ - 1�-J -s e * _�_; ,. I o i, , � _'. "k, , I -".- 1�_ . '... , - - \ �\ \ \ "-\ \ \ \ - _ ------ I , '-, --,-, 1-1 - - - -_ , N- " �� \ � � "\ I-, :---) --- -,, - " -, \ _._,\�, \ \ \ I 1. \ 1` \\ \ \ \\ \ � \ \ \. - �.�- _ _ E_ - -�\ \ \-_.�_ - - �' -----_\ . '\ \`- ` _� \ 291 , \\ \ \ 1 a\ ' \ �� I ' \ \ \ \ \ \ \ \ < \ ---- - - \ -_- \_ ---------------- �/ -� 1 :.\' ,1 ,� . SO' \ \\ \\ \ \ / /l J \ _ __ _ - _ '/ / \\ \ \', 4 \ --_--- --- - --- - ------------.- ---_-- -___ \ y \ \ Ir- ,/ // / < \ \ \ \ \ � �� -----'------ -- _-_ - _.__------_----- �--------- 1 - \1-1 \„ y ` \ \ / - - - _-aw,1�- -- - / / \TimOD 5t�llON 28�a00 \�0' SD E�SbF'T�\ - _- -1 ----__-!\¢ r --------- - ------ -- - NL__ � = \`�� S \ \ \ - \ - -� -- �' - CCS \ \ \ / \ - _ _ -T _ _ `- - - - - - - _ � \ \ - - - ------------ ----- - ---- -� -�_. --.-- .- -- ---- -- ---- -------- -- -- -- -_ _ _ _ _ --- - -- - =___ -- - --- \ 1-- T t �� ---- - • , 1. _1 F f -- ( --f -- - . _. - - - -- -- - _ _ _- _ - _ ---- - - - - U' �i:; MI PRid GREED �P \ \ \ \ \ \ \ \ \ _� -- - - --------------- -%-- ---- --- C - -- - - - --- - -- - -- - -- - - -- --- ------ ----- -- --- _ �� \ \ \ \ \ - \ _ O / \ - -- �\_ \ _ _ p - -- \ \ - Q _ .- ;". •, __T_-----\ \ O-i��-',��1 �"�' �, r'�-r�r)O .rU-i ill �� I ""'`l �4/ __ '-- � x;�� -\-`�, \ \ \ \ \\\ \ \,' - -- / -.. - - _ \ 1 __� - - ` ARC \'-�`� - ' 0 T -7 --Pft - - � / -� - - \ �\ \ \ \ _ ` \ . -- \ \� a\� .1�\. -�_ - � ;,fi DE IGN SPEED 30 MPH 5. BIGHT DISTANCE q, , � 3 -,---- -_ A ` 11 .\ -\ o� \ , \ \ \ \� - Y --------- ------------ y ✓ 4. ^ 1 x8 TeePl, o I- r' -- ----- - ---- tb_ _ S�l- �, - `_ \\ \ \ , \ \ \ `J Y' �- _- -1---- 1 8 GV - - - ----- -- ---. ---- - - - - --- L___._____1 - ----- - _ ; \ \ \ \-- y > I _ ---- - -- -- - - -- -- ----- ---- - ----- \ \ \ \ _ - _- _ . -- - ' \ y ' R�,A1N ._ -- SO2' 13'3 "W 1 ^,, _ - --- -t - _. � `� / ,`� / ,�., `\ �\ \ \ \ \ \ \ ` \ \ \ \ \ \ \ - \ P \ - _ - ` \ I12 _ _ ,z_ �1--- � ' . _... - ----- --- ----� -- \-'---- - - ----- - - -- ' -- --- - --- -- -- ------ - �- -NE ----------- - ----- - - - - _ Src `� , \ \ \ � `� � Imo} / Y` 7� �, 3 9 1 - 4 _ NT '_<1 \ \ \ . .----__.. ---.- -t'' - .-.__-.__-:_ �ti - "'111 �� a A� \ .. . •�:.� .T % , ice. .. (, - _.. J > \-_-___.,.- -_ _-_ - _ ��_^ \ \\ M \ \ \ - \ - _\ 1 r -y8" C , r t a i i i i \ 1 7 I �• 76.33 -- ri `,` \�._ / F T T'�VCF `I\ '' \ \ \ \ !• \ I\ \ \ \ = g -.� \cp \\\ SSW \ 76.33 . s' 6.3 `� h" ` - '\� 1. \. \ \ \ 33 7 •I, t4� \ \ !� .. _ 1 \ >\. X 76.33 75.33 75.33 - _ __ - \_ _' � \ - �� \ \ \ \�. \ 85.00 \ X �- _` \�° \ c._ ' \ \� \ \ n ' \ \ \ ST - 62 ,-h., - \ 0.00 \ 5�6- - 76.33 j76.50 a$ \ '� �\ �,�- \ ,; ^, \ \ \,q�0\0 O \ \ \ \ \ \ DRAINAGE - _ SOT 1 LOT 2 \ LOT 5 LOT 6 LOT LO �i0 LOT 13 LOT 14 l \, `� \ \ r - - \ LOT 3 LOT 4 LOT 7 LOT 8 -� LOT 11 LOT 12 LOT 15 LOT 16 00 r \ _ t ' '' \ �\ `� \FG'j ��B \ \ \ I \ )9 �`` \\ ;tom 4 / � _ \ \ (Q\ \ T \ \ \ \ \ EASEMENT \ICONNE'S�T TO FF=88.bA� - \ I , � `\ \_ w �_ <�\ \ 4o� !�\,,N \FR�y \ `\ \ \ EX. 8' W BF=79.00 FF= .67 FF- 7. F = \ \ FF=86.00 FF=86.00 I,- �2 / / �� `� q/N "Q g : \ o - �,\ON 000 \ \ \ \ \ ` II BF=78:0 FF=86.67 = 00 F 86.00 FF=86.00\ FF=86.00 BF=77.00 BF=77.00 = _ FF=85.00 FF-86.QQ / Q \ FF 85.00 FF 85.00 FF 86.00 FF= S \ • �i Cr'�O \S I \ \ FF�B ..00 BF=78.00 BF=7$: , BF=77.00 BF=77.00 77.00 BF=76.00 BF=76.00 BF=76.00 BF -77.00 = 86.0 S) ryo ��/ \ 8?O eeh ` �I \ `\ l ,' \ \�y�q>�'� Q7 \��j�, B, \ \ \ OPEN SPACE I •acv BF 79�9� _ - _ _ BF=77.0 -BF--n.00 �,� SOT i '_ a ,� s& � �,� \ \ \� \ � T�4�� \ \\ogRo\\PARCEL �,D,� \ Ip I \ \ X X / /" x >> / 4OT ,, \ _�", I 3b . \ \ 2 I \T \ x ,. fib , '�o / �( \ I I X \ X \ 86.33 g6 3'3\ Ix 86.33 I 85 3 85.33 85.33 5.33 i 85.33 84.33 84.33 83.33 i 83.33 83.33 83.33 ' - I i� e�`8 - �8 --_ � �3 F ; a �"I \� \ \ \ \�,_ �q*`-�"yik��y'4SF \ \ \ \ PRIVATE ROA STA. 1 1 + 1 .46 87.33 87.33 \ 6+01 .70 A CES AISL �' \ �� I \/ 58 ' ooN �'�S, �0 eFaBS OT 1g 800 \� * SJ / <\,\ \ \ \ \ \pO \ \_ -\ \ \ I NII ` I 8 '�, �sSSO ,�\ 8s ,.� �� \ \ \ \ \ \ \\ �\�jC\+ \ \ F \ I 5 0 333 O &A, 8j OT �_, t; 0 l \ , \ \ \ \ \ \ \ _t"TA, 11T 9 D D 0 0 R 0 0 D D ? 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A,..o-i_r.Y�i/i';, / , a ( y/ / ,'' , - h b r�, i Q '.s,.-1. -moi \i ' �1�. / `x'f/ �� '�. -� /\ �f" / // / / /'� . / I \ / ;\ I• /. \ ( / l \ \- - - - - <.-_.ad .� ... r.-iif,�M1-- % P.. \ \ - _` .F �' ...gtr .,. _ \ \` 1:i� f ``\ - / //\_ J / i rr j j / // j ; : / 1% \ 1 I + ; // \ �' ( .1K / /> ( / / / / / Yom" $ + R{' �R R'' \ \ \ __ �,111�1�%%�.� -_s• L / / �- / / / /� / / \ / i \ I I / \ / a�' M w,.�-a`,a'� .a.. ,tea_ �� \\ \-\ \ \ . \ 1 ADDRESS COUNTY 1ST SUBMISSION COMMENTS DMJ 4/18/05 .An DESIGNED BY PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: 0 Vl = ENGINEERS DMJ AREA C, BLOCK 5 1 �� r SURVEYORS DRAWN JFD PRELIMINARY SITE PLAN DRAWING NUMBER: DAD M. JENSEN , PLANNERS TITLE: ,6 No. 11,404 ,,�A; REVIEWED BY: SITE GRADING & UTILITY PLAN C-5 6 w ASSOCIATES DMJ ;* 4 l � �� 147 MM Ridge RoM 14M Grmdwier P1we SHEET NUMBER: S, atm VA o+eme,VA2M1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: `pI ONAL g'� 434.582.6175 Phone: 434.9842700 5 0 F NO. REVISION BY DATE N0. REVISION BY DATE "r"'`".wwa dsfts'_` 204224.00co block 5 working.dwg CIVIL 1"=30' 03/14/05 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 anthe Application Plan as defined above, shall be deemed illustrative only, ansuch h P lans and illustrations shall not be deemed proffers. The Owners reserve the right to reconfigure the internal block improvements, consisting of buildings,parking v 1 v w p g and drive aisles and drive-through window features and as shown on the Application Planin order to:*) comply with conditions imposed by Special Use Permits and ii assure compliance with ARB requirements iii) and provide 1 necessary storm water management and as necessary. .""""J' 2. The Owners of Area C, as shown on theApplication Plan (the u "Owner") shall cause completion of the following road improvements that sh 1 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 Att:► chment E HoflymeadT Town o Centex Area C VDOT future road improvement project of Airport Road, this will ro v ide the P �Port Road Route 29previouslyas proffered as part of ZMA- 94-08. The constructed improvements shall include two Eastbound in improvements designed for TM 32 Parcels41D1 41A e conjunction with them ovements d s ed o and to th J P � first dual 1 aneroundabout at access road B and lanes of dual left lanes one thru lane and one continuous right tum lane from the roundabout at access road r B a two lane B to the intersection with Route 29 from the roundaboutat access road section shall be constructed to the VDOT extension, with additional turn lanes at intersections located in Area C pursuant to road plans approved by the Virginia Department of Transportation ("VDOT") and the County as part of the Area C site plan. B. Construction of dual left turn lanes at the intersection of Route 29 and Timberwood Boulevard, from northbound Route 29 into 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 turn lane and add a through lane according to the final design in the previous paragraph. D. The Owner proffers to dedicate land and construct a third through lane on Route 29 (consisting of lane width, shoulder and drainage improvements) southbound from the entrance road, (Timberwood Boulevard) at the Property's Northern boundary. The Owner also shall dedicate land or cause to be dedicated and construct: i) a continuous through lane 500 -feet to the Southern boundary of Area C, ii) a taper lane consisting of a 200 foot taper beginning at the Southern boundary and Route 29 (in the event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane starting at the right -in at the Northern boundary of TM 32 Parcel 41 A to the right -in at the 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. MUMMAD Tout CUMM WOMA 3WO e� .&tea Mi*b%1et„ ,Rib=nW1e cx;vinry, TO" tw tostlw ..I.Laa..i~ �... .. 911.eEt::Not w A ■ tl APPLICATION PLAN of 2 uo/e. 1 o..�.Mtr7M. aretis'tcaard 9E yyti°O?�.°�'' 1 QS r O a — it -.� '^�► r {{ I L' ✓. A •' .:+., :. i i 4 , :` .-"' � ... _ -. ..-. ..; .- ...•ice■�a�' - 1 I A. -1 7 t ,- -•-� S - Y'-' 1,. ��_ - .,..fes.„ ..•Y 1, 1 - - I \ rj t 4 s _ Ili 4 L' A 1 r yr t Z•• • r r .. v , a . _ _ L. -- _�..: ...w - .�• .. fir,...:. •K i •com. !` >,., ; r .L } l t� xr y .cm .z�r, 4 - s i • F , , 5 I r 4 :s r 7 Y . T Z L ,Q LI r•ri' r 4 t r. '1 1 5 t I i t4 m• I y: 4 e j F s rt t I, x W i 'Z I r✓ a l i F� :> I i .J y. a L 1. p S aq r •:M v A" we.. I' rw -{ w. 4 4 -r • tt II( I i ti A _ ;P a t 5 3 1' i 4 r 1 -.s \ t S � s rF� l '9 •z i c _ r 1 5 _ - 1 55 _ '� '� Al a ,,..•- :r /t�- � : � 1 1 - t+ i ti. 1 A 'a 715•• •:.i:4 t irl 1 � - , �.. i � I +S 1 M ~� .5 � r•r • r �S _ 1 k >� it 9 i 1 t 4W. I - r tMr,I r 1, , �4 i a r` `t 1 tt� � r i < r,J r i l 1 A { �I 1'1 - f � , 7. r � 1 w r 1 ^< A r s '{� •moi •. �•4 7 W. � G i -r'-' L Yr� y ri 4- I o ;t f i I 4. ■ { R i' ti 54 "•t I 1 4 s• •� h 1 R i" 1 i t•'" 't t v • , , r 5 - - y; 1 i .. i 1 'F Y� i'. x r - i i 5' S i • - I 77 tl--: / f _i =' r $ :;1 _... ,•-,.. --.r-,: >^-^ s+ _ ,,,� Vit. 1 .;tr 1 >� 1 t , _ , I i �.3'�' �`-.. _ "�• t...:.•. � ' " : i' ...,-• •^-- '` � tir'-1S � : ! _ I. 1 , t, •tea ..-..- , F y S „ 5 Y 5 N 1 1 , r t It JL I 1 7• i. _ S+♦ i t 3 a 1 c� I 1 I j �- - ZMA-01-020 Attachment E Hollymead Town CenterArea C The road improvements listed in proffer 2 A, 2B, 2C, 2D, 2E and 2F above shall be constructed, in accordance with road plans submitted by the Owner and approved by VDOT. All of the foregoing improvements shall be i) constructed to VDOT design standards pursuant to detailed plans agreed to between the Applicant and VDOT, and ii) accepted by VDOT for public use or bonded for VDOTs acceptance as a condition for issuance of any certificate of occupancy for Area C improvements (except as otherwise provided in proffer 2F). The width, length, location, (inside median or outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane improvements shall be as required by VDOT design standards and detailed plans submitted by the Owner and approved by VDOT. 3. All road improvements listed in proffer 2 above shall be substantially completed prior to the issuance of the first Certificate of Occupancy in Area C; notwithstanding the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements for review by VDOT, and although such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, sufficient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved by VDOT. Substantially complete for the purposes of these proffers shall mean approved sub -base base P�avel curb and gutter, intermediate surface and necessary storm water management improvements and satisfactory completion of road improvements required public eqired for pu b c safety, and signalization; but shall not include final activated signals which are subject to testing and synchronization zation acror r ng to VDOT inspection. All proffers to make roadi mprovements contained in proffer 2 of these proffers are conditioned upon VDOTs approval of an entrance. at the Timberwood Boulevard intersection with Route 20 as shownn o the Application Plan. The Owner shall submit to VDOT plans for such road withn 30 days of the rezoning and shall diligently pursue such g Y approvals m app s fro VD0f. 4• Upon o request f o the County, the Owner shallcontribute 10 000 $ .00 to th P �1e County or tYVDOT i for the purposes of funding o regional transP ortati on study for the Route 29 Corridor. The 10 000 00 $ contribution shall be made within 30 days after requestedY b the Countyafter the first final site lanorsubd i sion lot s approved oved in Are a C and, if not expended for such purposes within three ee years from the date the funds were contributed, such funds shall be refunded to the Owner. 5. The 11 ' 11 Owner shall al contribute 200 $ 000.00 the total contribution") tnbuti n o to the County for ( o the ) Purpose of funding capital improvements vement related ated to the Hollymeadme ad 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 o Ian or subdivision plat containing n dwelling g units isaPPro wed in Area C' the remainder of then ' co tnbution shall beP • Po r basis at aid on a r ata b s the time certificate of occupancy's antYis i slued for each dwelling unit' the pro rata, contribution on shall be based upon the number of dwelling units approved as part of the first final site plan or subdivision s on 1at. If five Years after the date f approval oval f thefirst final site plan or subdivision plat the total contribution has not been fully paid, the Owner ZMA-0 1-020 Attachment E Hollymead Town Center Area C shall contribute the unpaid balance within 30 days uponth requestuest 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, funding, planning, establishing, constructing, reconstructing, enlarging, extending or maintaining Routs 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 cormect to Berianar Drive. Submitted as of the 25:' day of July 2003, by: Post Office Land Trust Charles W. Hurt, Trustee Shirley L. 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