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HomeMy WebLinkAboutSDP200500018 Plan - Other (not approved) 2005-02-15A 09 09 RE.,A C BLO.Cl 9 F IJDDIXD%UAx%Y fly, 21V'05 PIXD% IMINARYSIT P AN SITE �.,,E,r ,..^.o„AKIT AU11LIC0 1A00" TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION C/O C.W. HURT CONTRACTORS, LLC P.O. BOX 8147 SD1jDLm2fv105m00kA)11 CHARLOTTESVILLE, VIRGINIA 22906 ATTN: KATURAH ROELL (434) 979-8181 ENGINEER: WW ASSOCIATES, INC. j 1402 GREENBRIER PLACE CHARLOTTESVILLE, VA. 22901 ATTN: DAVID M. JENSEN, P.E, (434) 984-2700 x Yy SOURCE OF SURVEY: RIVANNA ENGINEERING AND SURVEYING, PLC SOURCE OF TOPOGRAPHY: RIVANNA ENGINEERING AND SURVEYING, PLC AND SUPPLEMENTED BY FAULCONER CONSTRUCTION CO. INC. COUNTY, STATE: ALBEMARLE COUNTY, VA. f` MAGISTERIAL DISTRICT: RIO TAX MAP REFERENCE: TAX MAP 32 PARCEL 41D �r ZONING: PD—MC; ENTRANCE CORRIDOR OVERLAY DISTRICT _: .� YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH ZMA 01-20 (AREA C) APPLICATION PLAN AND PROFFER #1 BUFFER ZONE: N/A L / MAXIMUM STRUCTURE HEIGHT: 2 STORIES PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT EXISTING USE: VACANT PROPOSED USE: COMMERCIAL RETAIL WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA SCALE: 1 "= 20010' RESERVOIR WATERSHED: NONE WATER SUPPLY PROTECTION AREA: NONE SITE AREA: 3.39 ACRES BUILDING AREA: 39,943 GSF BUILDING CONSTRUCTION (IBC): TYPE 2B TABLE "B" - HOLLYMEAD TOWN CENTER INDEX OF SHEETS USE GROUP (IBC): B AREA "C" OVERALL PARKING TABULATION APPROX. No. EMPLOYEES: 38 PROPOSED PARKING EQ. f TOTALLOADING DRAWING NO. SHEET NO. TITLE IMPERVIOUS AREA: 2.79 AC. BLOCK DU/S.F. RAnO REQ SPACES PROVIDED NET SPACES PERVIOUS AREA: 0.6 AC I C-1 1 OF 7 COVER SHEET 11 1 PARKING REQUIRED: 158 SPACES (4.5 PER 1,000 GSF) SEE TABLE "B" II C-2 2 OF 7 GENERAL NOTES PARKING PROVIDED: 234 INCLUDING 8 HANDICAP OF WHICH 2 VAN ACCESSIBLE i III C-3 3 OF 7 EXISTING CONDITIONS PLAN LOADING SPACES PROVIDED: 4 (12' X 25') PARKING/CIRCULATION AREA: 2.19 ACRES IV C-4 4 OF 7 SITE LAYOUT PLAN IMPERVIOUS 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 9511MATEC TRAMC 0ENERATIQN; 1,476 VPp VII C-6 6 OF 7 PROFFERS AND APPLICATION PLAN NOTES: ` C-7 7 OF 7 LANDSCAPE PLAN VIII 1. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE IX 34.943 10 11.050 158 234 +76 4 SITE IS PROVIDED IN THE HOLLYMEAD TOWN CENTER STORMWATER FACILITY 1 AND THE SITE IS LOCATED IN DRAINAGE AREA DA—A. SUPPLEMENTAL WATER TOTAL 253 417 +164 4 QUALITY CONTROLS FOR AREA C. BLOCK 9 ARE PROVIDED WITH TWO ON—SITE BIO RETENTION FACILITIES. 2. FIRE FLOW (PER ACSA), FROM CLOSEST FIRE HYDRANT, APPROXIMATELY 250 FEET DISTANCE IS 4006 GPM O 20 PSI. ADDRESS COUNTY COMMENTS DMJ 05/09/05 DESIGNED SY PROJECT. HOLLYMEAD TOWN CENTER REVISION NUMBER: 1 ENGRQ Rs AREA C, BLOCK 9 SURVEYORS DEW N JPD PRELIMINARY SITE PLAN DRAWING NUMBER: DAVID M. JENS PLANNM TITLE: REVIEWED BY: COVER SHEET C-1 .�� No.Al e� AsSOCUTES DMJ 14mcwmsbdw DATESHEET NUMBER: �►� �l -1 �ti Gln � WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: : 1 OF 7 `pIONAL ��..d .ww..204224.00Co l N0. REVISION BY DATE N0. REVISION BY DATE block 9 working.dwg CIVIL AS INDICATED 02/15/05 I I PROPOSED/APPROVED MAX. SQ. FOOTAGE NUMBER OF DWELLINGS MAX. DWELLING SQUARE FOOTAGE TO PERMITTED BY BLOCK PROPOSED/APPROVED TO UNITS PERMITTED BY DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED-- BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED -- BLOCK III NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 40 BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 BLOCK V NOT PERMITTED -- 42 50 BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED -- BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED -- BLOCK VIII NO SDP SUBMITTED 76,000 NOT PERMITTED -- BLOCK IX 39,943 40,000 NOT PERMITTED -- TOTAL PROPOSED 39,943 42 SQ. FT. MAX. SQUARE 275,000 MAX. DWELLING UNITS 120 FOOTAGE FOR AREA C FOR AREA C SQUARE FOOTAGE REMAINING DWELLING VICINITYMAP REMAINING FOR 249,057 UNITS FOR AREA C 78 AREA C 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 rr%-T r)rrlrr I AW) TRI ICT RY THAT r'FRTAIN I)FFr) Ill II Y ON RFOORII IN I "L %,LLKKZDI ur r lk,L ur I I IL L UUI%, u, I I IL tuu14 I i v1 nLuu.In,.t_,-, VIRGINIA IN D.B. 1661 PG. 116. THIS PROPERTY IS INDICATED AS TAX MAP 32 PARCEL 41D. 3. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY UES IN ZONE "C" ON FEMA FIRM MAP 510006 0125 B. DATED 12/16/80. 4. THE TOTAL AREA OF THE PARCEL OF LAND AS SHOWN IS 3.39 ACRES. THE BOUNDARY AS SHOWN HAS BEEN DETERMINED BY RIVANNA ENGINEERING AND SURVEYING, PLC ON JULY 13, 2004. 5. THE SUPPLISTING EMENTED BY FAU ONER CONSTRHY IS BY UCTION ENGINEECo.RINC. ING AND SURVEYING, PLC AND 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 RNLVERIFY ETIEIoP�PRIOR o CONSTRUCTION TO ICUDETYPANDSIZOFPIEAND 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 q 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 SFT 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 WI WATFRI INF W/M WATER METER 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. 9. BACKFLOW PREVENTION REQUIRED. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL UL 4000 rel 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 MEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. GENERAL NOTES 1. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTION& MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTEDED LOCATION. BACKFILL AND FILL MATERIAL ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW. SP. SM. SC WITH A MAXIMUM ASTM D4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT TO 90 PERCENT BY ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING. SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 7. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE. CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK. AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 1 ADDRESS COUNTY COMMENTS DMJ 05/09/05 ---435--- -435- CONTOUR INTERVAL AS INDICATED ON SITE PLAN) +56.1 +56.1 SPOT ELEVATION rYYY1 TREE LINE X X DEMOLISH EXISTING UGT CENTER/EDGE OF STREAM O FENCE AND GATE �o EDGE OF PAVEMENT - - - - PROPERTY LINE/RIGHT OF WAY -- CG -2 HEADER CURB -0 CURB AND GUTTER LIGHT POLE OVERHEAD POWER AND/OR TELEPHONE SS AND ANCHOR SANITARY SEWER �m STORM DRAIN AND END WALL. TYPE AS INDICATED 8" W WATER UNE - . w I NAF r K; WIRL -UGE --UGE- UNDERGROUND ELECTRICAL UGT UNDERGROUND TELEPHONE f OR REMOVED UTIAB NDDONED REVISION �13YDATE NO. REVISION BY DATE NO. 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 ^11 1 . 1, 1If1,• II1111111 " W11 I hr AI101i^Trr) T11 f`nAnr- nY TI Ir - CONTRACTOR. 2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENGINEER. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 4. ALL CONCRETE SHALL BE CLASS -"A3"- UNLESS SPECIFIED OTHERWISE. 5. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25.0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 7. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 8. CONTRACTOR TO GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, . FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 14. SIGNS do PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANnARnS. 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 SHAD„ 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. s OF l A ENGIIJEERS y SURVEYORS i PLANNM IKM. JENSEN% No. 1 48 �,y AssociATEs C' �4;�'u7 xl>eo.a cleea.6oerTlaaeIW A141at2 Ly.ibo.laft..4VA12901 }han .T4 SI14.6� 1S Thar. 434.964.1700 �'UNAL 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 IIIf r I`$ Alf III 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). LEGEND C EXISTING NEW DESCRIPTION ---435--- -435- CONTOUR INTERVAL AS INDICATED ON SITE PLAN) +56.1 +56.1 SPOT ELEVATION rYYY1 TREE LINE X X DEMOLISH EXISTING UGT CENTER/EDGE OF STREAM O FENCE AND GATE �o EDGE OF PAVEMENT - - - - PROPERTY LINE/RIGHT OF WAY -- CG -2 HEADER CURB -0 CURB AND GUTTER LIGHT POLE OVERHEAD POWER AND/OR TELEPHONE SS AND ANCHOR SANITARY SEWER �m STORM DRAIN AND END WALL. TYPE AS INDICATED 8" W WATER UNE - . w I NAF r K; WIRL -UGE --UGE- UNDERGROUND ELECTRICAL UGT UNDERGROUND TELEPHONE f OR REMOVED UTIAB NDDONED 0 STRUCTURE ".::: CONCRETE SIDEWALK NOi>=S: 1. MA I2V1ROME PHOS HOWN. 2. SHOW BR&Y NOTSBE BS�BOLS DSOU 1W. PROJECT. HOLLYMEAD TOWN CENTER DMJ AREA C. BLOCK 9 DRAWN BY' PRELIMINARY SITE PLAN JPD TITLE: REVIEWED BY: DMJ WWA NUMBER: I FILE NAME: U - 1. UUc U block 9 workiny.dwy GENERAL NOTES DISCIPLINE: SCALE. DATE: CIVIL I NUNL I U</ I ;'/U� REVISION NUMBER: 1 DRAWING NUMBER: C-2 SHEET NUMBER: 2 nF 7 C WATER METER FHS FIRE HYDRANT X. IFDC FIRE DEPARTMENT CONNECTION ® 1 WATER VALVE OO SANITARY MANHOLE O O STORM MANHOLE �o C --Di CURB DROP INLET eco -oco SANITARY CLEAN OUT -0 LIGHT POLE TELEPHONE POLE. WITH GUY AND ANCHOR POWER POLE Q SIGN RIPRAP Q IRON PIN ".::: CONCRETE SIDEWALK NOi>=S: 1. MA I2V1ROME PHOS HOWN. 2. SHOW BR&Y NOTSBE BS�BOLS DSOU 1W. PROJECT. HOLLYMEAD TOWN CENTER DMJ AREA C. BLOCK 9 DRAWN BY' PRELIMINARY SITE PLAN JPD TITLE: REVIEWED BY: DMJ WWA NUMBER: I FILE NAME: U - 1. UUc U block 9 workiny.dwy GENERAL NOTES DISCIPLINE: SCALE. 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' F 1 l 1 / , / / / /' ,' / / / J 1 ► I I I I I I + III ` I 1 II 4' 8 611I 1 II T a I I I I III I II l u , , I 1 + I + + I I I I I I I I I II 11 II Bl/,/,/- Ch9 , / ,� I I I I I , % A� I I I � I ..� I Iy n1 I / ,/ / I Yj r- I I I I I I Pat 44 D lA. C , Al D , I IIII I �1 + , I i , �`� / / I I , I I IIII , LLCr - r - , NIN , .h ��AD TO�CENT)�R N E. ' � I I -,III � mil � �( F F I C L - � , / HpLL,l l�►'� / , , / , • �(h� j'�'I I I I I�` 1 _— I , UST TMP 3241D/ , ► I ERS I NDR I I c DB 1661.I', 1 I ( I AREA I I /' / ,`'� ,, / , / / ► I , , 1 1 1 1 II \ ► ► o ,- D 2125-333 II + BLOCK I I j I i' ' - �, I / ,�B 2238-62, I 2.01 Acs , I I I � 1 _ �3 plat � ; � Zoo / .� � =-� �� � - , ; � - �, 9 J 111 , -�-�,-- w L . ' ' �-� D$ 1659 / , . �� • ,!b N� ,�� �' ,37. - — R= 4� / 5 I ILkJ°l I + / / / / / / / 4-2 USE: VAvA1 rT o m o o I I + I I mal I 1 / // ,� / �i / ,.> • \ \ / I I I o yY 16 f I � I � , it _j Tim I �, I / i , I / I �/ // %r f I AG' /J / I / /� Rcp - I / / / / l// / / + / \ \ �8•" o � r 1 1 I 00, 11 9 1'47' I \ �,,. / __-_-- \ \\ , / \ b1)° I II I I 4 , // , / / / +,1 b I 4.24' / , / 1 / ,' R� �' 6g� 4- L-42.95' R 99.50 j // r I o _ i / / , / / / / / / I-1� /ICE F� I C E IOff- i�ow\ 1 0 I 1 IAK A - W c�� I 1 �UST � u ' • �8 •�/ LAND TR I j �' 1 \ 1 I rn 1 � • RcP \ AREA � �° 1 ��` , I � fP � � - �Block, C l 1' ' �,�1s ♦ ♦ �f\ _ 1BLOCk S 1 _ +1 1 1 I I I I 1 r,,,,,`. V' 1 1� 11\ 1 ♦ �� �\ •� �� \ p �__,, o t C -tv 1 I I 1Q1` 1 1\ , `` I1 1 I I I 2.p4Acs1 \ . 1 9� Acs I , I - r y y LAND TRUST T 1 I I 11 I I II 0 1 \ • �1 11 / P / 8S o '/. IF THIS DRAWING IS A REDUCTION 1 I NE. Pl)-MC1 _� IZ II 1 t m 1 1 1 1 / ` l ZONE: PD� AREA C' BLOCK 1 GRAPHIC SCALE MUST BE USED 1 I ly/ � I l.� BLOCK � SCALE: 1 " = 30' 1VA( T > 11) >• IE• AN I �ANTU/ �' // / ���' F.: VAC Lot B. 1.79 A�5 I� L ZONE: DM - 30' 0 30' `� X2` I I • o_S E: COMMERCIAL DESGVED BY PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: � DMJ 1, AREA C. BLOCK 9 0 25% SLOPE OR GREATER EN°M� DRAWN BY: SURVEYORS JPD PRELIMINARY SITE PLAN DRAWING NUMBER: Q�► l JENSEN 9 PLANNM DM TITLE: No. , 4r� ba AA.lA.7OC1L71 LIJ REV'E"'EEXISTING SITE CONDITIONS C-3 '�►� �v 147 LILY ma" I -__- ------- —IIEET NUMDUZ d►�s f `j GtiA� WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATE. 175 NO. REVISION BY DATE NO. REVISION BY DATE DIAL 204224.00co 9 9 3 OF 7 block 9 workin .dw CIVIL 1 =30 02 15 05 32 Par 41Tin — _ h W Wright �osep _ David Turner _ — — T 19.7 Plat + RA — TLAL/C ELL TpyVER U SE: R-ESIDEN S4293270� 318.47 -- C51'47- 'C 41,24' -j � I POST OFFICE LAND TRUST AREA C BLOCK 7 2.01 Acs USE: VACANT N42•32145'W 56,58' r 5521252 i POST OFFICE LAND TRUST AREA C BLOCKS 2.04 Acs ZONE: PD -MC USE: VACANT N37'01'19'W V\ 0ADDRESS COUNTY. �• 8` LL 542.00 xUL 556.00 110 1 EMI - - -01- 0101100010 100110 01001- 110 110 01 110110_ i Tx ofof DAD . JENS I .� No. 11 401 NAL/ I 1 ' ► 32 Oar 41 H l ► T l e� gent I, LLC ` ► - 'S -t6 --r � g�'N/Ianak� I 1 ► B 19137 ------ 19) 1-423 �-----J '-----�------- "C L v mrv LL 541.00 UL 554.00 8` LL 542.00 xUL 556.00 41-D 000 7LLT W,� EN(3INEBRS a PLANNM SURVWORS ASSOCIATES 1471 Y lto.d 1402 CWmmbdw Pbm Ly�bq A �A102 (S.du�wda VA ZW1 1'6orc 434.StZ.61T3 rha�c tiL9M.1700 I I � Pa�r41DI 4 ' ,�° SwM Facility #1 a� \Ol• Ir N 6 -, { ICE LAND TRV �' - AREA C, BLOC,. t I Lot �t B' 1.79 Acs i ZONE: PDM -MC � �15E• COMMERCIAL N3� IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' loon MEN " mm� 30' 0 30' I I DESIGNED BY: PROJECT. HOLLYMEAD TOWN CENTER DMJ AREA C. BLOCK 9 DRAWN BY: PRELIMINARY SITE PLAN JPD TITLE. REVIEWED BY.• DMJ WWA NUMBER: FILE NAME: 204224.00co block 9 working.dwg SITE LAYOUT PLAN DISCIPLINE. SCALE. DATE. CIVIL 1 "=30' 0d 15/05 REVISION NUMBER: 1 DRAWING NUMBER: C-4 SHEET NUMBER: 4 OF 7 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 at 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 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 Q.11 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 Hck mmeadTownCama'AreaC VD0 T 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 thm 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 tion 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 Northern 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 Southern boundary and Route 29 (in the event area B is not rezoned and their proffers accepted), and iii) a continuous right turn lane "trig et tlhe right -in at the Notthem *Mdw + of TM 3; Parcel 41A to the right -in i the Souther entrance of Area C. E. Construction of one additional continuous right tum Northbound lane starting 1090 feet south of Timberwood Boulevard at the location of the beginning of the 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 Timbm vmod 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. 0 x tumourA =NW110=0 � 0400 "Nomm"0000 sk"t no: yr A"LWATION Pt"!00 Ian OEM ww4ft-ft-* + •, A2 of 2 aJll. NYYr rMiM4�1 -a04„� "'_"� �• ••err^Z .w..r ��� _-AM DE51oNED v. � ,� Fln-�^" ...�._. .+s r�il�J.•. r...� ' 4I�I ENGINEERS �; _ __ �•= +fir, -.11 s.., D z_• :� r ,- _...-.r, •�y,'Y ���i,..+�Y� �u.� .� �, �,. DRAWN BY: PRELIMINARY PRELIMINARY SITE PLAN DRAWING NUMBER: � .`��' .off :�`� ��i a XP �� ASSOCIATES REVIEWED BY: PROFFERS AND APPLICATION PLAN DMJ nJ X11 SHEET NUMBER: 147 Mill Ridge Road Lynchburg VA 24502 1402 Greenbrier Place chadowsvillo•VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.582.6175 Phone: 434.984.2700 x tumourA =NW110=0 � 0400 "Nomm"0000 sk"t no: yr A"LWATION Pt"!00 Ian OEM ww4ft-ft-* + •, A2 of 2 aJll. NYYr rMiM4�1 -a04„� "'_"� �• ••err^Z .w..r ��� _-AM DE51oNED v. � ,� Fln-�^" ...�._. .+s r�il�J.•. r...� ' An ENGINEERS �; _ __ �•= +fir, -.11 s.., D z_• :� r ,- _...-.r, •�y,'Y ���i,..+�Y� �u.� .� �, �,. DRAWN BY: PRELIMINARY PRELIMINARY SITE PLAN DRAWING NUMBER: � .`��' .off :�`� ��i a XP �� ASSOCIATES REVIEWED BY: PROFFERS AND APPLICATION PLAN DMJ nJ X11 SHEET NUMBER: 147 Mill Ridge Road Lynchburg VA 24502 x tumourA =NW110=0 � 0400 "Nomm"0000 sk"t no: yr A"LWATION Pt"!00 Ian OEM ww4ft-ft-* + •, A2 of 2 aJll. NYYr rMiM4�1 -a04„� "'_"� �• ••err^Z .w..r ��� _-AM DE51oNED v. � ,� Fln-�^" ...�._. .+s r�il�J.•. r...� ' An ENGINEERS �; _ __ �•= +fir, -.11 s.., D z_• :� r ,- _...-.r, •�y,'Y ���i,..+�Y� �u.� .� �, �,. DRAWN BY: PRELIMINARY PRELIMINARY SITE PLAN DRAWING NUMBER: � .`��' .off :�`� ��i a XP �� ASSOCIATES REVIEWED BY: PROFFERS AND APPLICATION PLAN DMJ SHEET NUMBER: 147 Mill Ridge Road Lynchburg VA 24502 1402 Greenbrier Place chadowsvillo•VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.582.6175 Phone: 434.984.2700 6 OF 7 • � � .tea ! [�, ..a 4 M 1 ".`-�_ OP D M. JENS ,e No. 1 48 O��SStO N0. REVISION BY DATE NO. REVISION BY DATE ZMA-01-020 Attachmient E Hollymead Town Cenkr Area 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. Waal), 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. 1 Jpon 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 expanded for such purposes within three years from the date the fitinds wane coni ibuted, such Rads 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 arty 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 conserrt to a Community Development Authority ("CD A") established pursuarrt 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 Route 29 and roads and other improvements associated therewith, which shall include, but may not be limited to improvements to Route 29 fratn 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 correct to Berkmar Drive. Submitted as of the 25'h day of July 2003, by: Post Office Land Trust 7 By: Iiy. Charles W. Hurt, Trustee Shirley L. 'trustee �• ••err^Z .w..r ��� _-AM DE51oNED v. � ,� Fln-�^" ...�._. .+s r�il�J.•. r...� ' An ENGINEERS � 4{��. �. � � •`tel'. D z_• :� r ,- _...-.r, •�y,'Y ���i,..+�Y� �u.� .� �, �,. DRAWN BY: PRELIMINARY PRELIMINARY SITE PLAN DRAWING NUMBER: � .`��' .off :�`� ��i �' � •►I � , •' �� ASSOCIATES REVIEWED BY: PROFFERS AND APPLICATION PLAN DMJ SHEET NUMBER: 147 Mill Ridge Road Lynchburg VA 24502 1402 Greenbrier Place chadowsvillo•VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.582.6175 Phone: 434.984.2700 6 OF 7 • � � .tea ! [�, ..a 4 M 1 ".`-�_ - ... ..i' .y4fta OP D M. JENS ,e No. 1 48 O��SStO N0. REVISION BY DATE NO. REVISION BY DATE ZMA-01-020 Attachmient E Hollymead Town Cenkr Area 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. Waal), 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. 1 Jpon 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 expanded for such purposes within three years from the date the fitinds wane coni ibuted, such Rads 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 arty 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 conserrt to a Community Development Authority ("CD A") established pursuarrt 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 Route 29 and roads and other improvements associated therewith, which shall include, but may not be limited to improvements to Route 29 fratn 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 correct to Berkmar Drive. Submitted as of the 25'h day of July 2003, by: Post Office Land Trust 7 By: Iiy. Charles W. Hurt, Trustee Shirley L. 'trustee _-AM DE51oNED v. PROJECT. HOLLYMEAD TOWN CENTER REVISION NUMBER: An ENGINEERS DMJ AREA C, BLOCK 9 D SURVEYORS DRAWN BY: PRELIMINARY PRELIMINARY SITE PLAN DRAWING NUMBER: PLANNERS TITLE: C-6 ASSOCIATES REVIEWED BY: PROFFERS AND APPLICATION PLAN DMJ SHEET NUMBER: 147 Mill Ridge Road Lynchburg VA 24502 1402 Greenbrier Place chadowsvillo•VA22901 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.582.6175 Phone: 434.984.2700 6 OF 7 q. .•, {1n•n 1 -)n4-))4 nn, -n ulwl, U wa.11,111y. Jwy '-i inolPI nf) /1 r,In r; I i � 1 1 1 I l � I 11 1�I111 I III ItI I I � I I I I I �j I I 11 11 1 11 11 1 1 11 1 1 I I I I I I I S I I / I I / 11 I 1 1111 11111i1 I I o I I I (TEMP RAR - I i t 1101 1 1 Ln I II l l I CONST .& Y RADINIG I l I r I' 1 1`I 11 I I I 1 -L ' _ .L- - rn 1 / EASbAENT - l II II IIID 111 I II I rn IT /4 I 1 4 12, 1 7 . 58 0 70' UL 597.50 12'X25' LL 585.50 / LOADING / 0 2 STORY / �D / / 4 / / F.F. 585.50 /' X I STORY Ln CE14,000 S,F, TO'TALLr: /1 4 5 I U- 07 ' G.),5 opo gti / — 1 1 7 -MC I I O NN I I 7 I I F. 1 I I I I I � � • 1 I I "W J / (b /' / \ • 4 / 13 / / o OST ICE Syal, LAN_ W AR 1 ALTI I 111 1 1 Lp1 \ II B �)Ck U I O1 ;r•r'"r` 1 I 2-04 I, , I CP ON1- ZI 1 $E: VAN I I V, a' I I � �` _ o I I I O - -- -- - -- — — -- -- -- — »'� �I O -L- -_--_ ----------� - �'/4�ol 1 ADDRESS COUNTY COMMENTS DMJ 05/09/05 NO. REVISION BY DATE NO. REVISION BY DATE TH 00 �I V DAM JENSEN . No11 4 L sti IONAL $�G - � I il� I i � r� ENGIIIP.ERS SURVEYORS PLANNERS ASSOCIATES 147 Mid n* Reed 14M (kembdw Nwe Lyn& m& VA 44542 deeb.w B% VA 72901 Pbme:434.5816175 Phone: 434-%422 www.wwamodsee.eet PLANT KEY O� c= %:111 �04, tl 1 11 - 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 DiSMO 1W. PROJECT. HOLLYMEAD TOWN CENTER JM AREA C, BLOCK 9 DRAWN BY: PRELIMINARY SITE PLAN JPD TITLE: REVIEWED BY: DMJ WWA NUMBER: 1 FILE NAME: 204224.00CO block 9 working.dwg LANDSCAPE PLAN REVISION NUMBER: 1 DRAWING NUMBER: C-7 SHEET NUMBER: DISCIPLINE: SCALE: DATE: CIVIL 1 "=30' 02/15/05 7 OF 7 OWN CEN E]ILD- 1.....,.0LLyMEA.,.D...r r D 04 ON -Ax -.,EA C BLOCK 5 7 -1 T3 ALj'DDEMA..,RLE COUN I Y VlxGJINIA &MARIS NO "I NNW) 1151 [Al WWI [I R W_ MN I TABLE "A" - HOLLYMEAD TOWN CENTER AREA "C" OVERALL USE TABULATION +84 GARAGE SPACES 99 SURFACE SPACES DESIGNED BY: PROJEC r Tx _ HOLLYMEAD TOWN CENTER REVISION NUMBER: ENGINEERS DMJ AREA C. BLOCK 5 0 SLTRVEYORS °RAW" BY: PRELIMINARY SITE PLAN JPD DRAWING NUMBER: L' D M. JENSEN PLANNERS TITLE: REVIEWED BY: C-1 d No. 1148] COVER SHEET � I / w SSOCIATES DMJ 147 Mill Ridge Road 1402 Greenbrier Pine SHEET NUMBER: ` Lynchburg, VA 24502 Cbwlonccv01gVA22%1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: [DAE:ONAL �Phone: 434.582.6175 Phonc'i 474.984.2700N0. REVISION BY DATE NO. REVISION BY DATE """'" °a" a"a'°" 204224.00co block 5 working.dwg CIVIL AS INDICATED03/14/05 1 OF 7 MAR 14 2005 COMMUNITY DEVEL(jt- „._' PROPOSED/APPROVED MAX. SQ. FOOTAGE NUMBER OF DWELLINGS MAX. DWELLING SITE DATA: SQUARE FOOTAGE TO PERMITTED BY BLOCK PROPOSED/APPROVED TO UNITS PERMITTED BY y DATE VIA SDP BY CODE DATE VIA SDP BLOCK BY CODE J1 p J MAXIMUM STRUCTURI HEIGHT: 3 STORIES PER ZMA 01-20 N OWNER/APPLICANT: POST OFFICE LAND TRUST BLOCK I NO SDP SUBMITTED 55,000 NOT PERMITTED -- C/0 C.W. HURT CONTRACTORS, LLC b bbbb `� P.O. BOX 8147 INDEX 0 E SHEETS EXISTING USES: BLOCK II NO SDP SUBMITTED 70,000 NOT PERMITTED --i a4?� CHARLOTTESVILLE, VIRGINIA 22906 ` ) ,� ATTN: KATURAH ROELL % s CKs 'I <-, .uF� (434) 979-8181 e' _ h ' �� T r ENGINEER: WW ASSOCIATES, INC. BLOCK III NO SDP SUBMITTED 50,000 NO SDP SUBMITTED 40 BLOCK IV NO SDP SUBMITTED 80,000 NO SDP SUBMITTED 30 1402 GREENBRIER PLACE PARKING/CIRCULATION AREA: 0.5 ACRES (21,700 SF) (18.7%) BLOCK V NOT PERMITTED -- 42 50� — CHARLOTTESVILLE, VA. 22901 ARLn C i �%q LANDSCAPING/OPEN SPACE/PLANTERS = 0.18 ACRES (7,753 S.F.) (6.7%) ,a DAVID JENSEN, P.E. REQ. # TOTAL BLOCK VI NO SDP SUBMITTED N/A NOT PERMITTED -- (434) ?�a. /p (434 984-2700 /'�'j 2.49 'ACRES PROPOSED PARKING BLOCK VII NO SDP SUBMITTED 25,000 NOT PERMITTED -- `„_ ! /SOURCE OF SURVEY: RIVANNA ENGINEERING 61 a "XII pp, ”"�° x J g /SOURCE OF TOPOGi+hPHY: RIVANNA ENGINEERING BLOCK VIII NO SDP SUBMITTED 76,000 I NOT PERMITTED -- WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA BLOCK IX 25,943 40,000 NOT PERMITTED -- — r• `' - 1.— _ _' COUNTY, STATE: ALBEMARLE COUNTY, VA. C-2 2 OF MAGISTERIAL DISTRICT: RIO GENERAL NOTES RESERVOIR WATERSHED: NONE TOTAL PROPOSED SQ. Fr. 25,943 3 OF 42 EXISTING SITE CONDITIONS TAX MAP REFERENCE: TAX MAP 32 PARCEL 41D MAX. SQUARE NONE MAX. DWELLING UNITS VICINITY MAP FOOTAGE FOR AREA C 275,000 FOR AREA C 120 ZONING: PD --MC PROFFERS AND APPLICATION LANDSCAPE PLAN PLAN NOTE: STORMWATER MANAGEMENT SITE IS PROVIDED IN THE PARKING REQUIRED. SEE TABLE °B" SCALE: 1"= 2000' SQUARE FOOTAGE REMAINING DWELLING YARD REQUIREMENTS: THIS PLAN IS IN CONFORMANCE WITH REMAINING FOR 249,057 UNITS FOR AREA C 78 ZMA 01-20 APPLICATION PLAN AREA C 1V AND PROFFER #1 +84 GARAGE SPACES 99 SURFACE SPACES DESIGNED BY: PROJEC r Tx _ HOLLYMEAD TOWN CENTER REVISION NUMBER: ENGINEERS DMJ AREA C. BLOCK 5 0 SLTRVEYORS °RAW" BY: PRELIMINARY SITE PLAN JPD DRAWING NUMBER: L' D M. JENSEN PLANNERS TITLE: REVIEWED BY: C-1 d No. 1148] COVER SHEET � I / w SSOCIATES DMJ 147 Mill Ridge Road 1402 Greenbrier Pine SHEET NUMBER: ` Lynchburg, VA 24502 Cbwlonccv01gVA22%1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: [DAE:ONAL �Phone: 434.582.6175 Phonc'i 474.984.2700N0. REVISION BY DATE NO. REVISION BY DATE """'" °a" a"a'°" 204224.00co block 5 working.dwg CIVIL AS INDICATED03/14/05 1 OF 7 MAR 14 2005 COMMUNITY DEVEL(jt- „._' BUFFER ZONE: N/A MAXIMUM STRUCTURI HEIGHT: 3 STORIES PER ZMA 01-20 (AREA C) CODE OF DEVELOPMENT INDEX 0 E SHEETS EXISTING USES: VACANT TABLE "B" - HOLLYMEAD TOWN CENTER PROPOSED USES: RESIDENTIAL 42 SFA: TOTAL SITE AREA = 2.67 ACRES (116,284 SF) PARKING/CIRCULATION AREA: 0.5 ACRES (21,700 SF) (18.7%) AREA "C" OVERALL PARKING TABULATION DRAWING NO. SHEET NO. TITLE LANDSCAPING/OPEN SPACE/PLANTERS = 0.18 ACRES (7,753 S.F.) (6.7%) REQ. # TOTAL C-1 1 OF 7 COVER SHEET IMPERVIOUS AREA: 2.49 'ACRES PROPOSED PARKING BLOCK DU/S.F. gT10 REQ OF SPACES PROVIDED NET WATER RESOURCE AREA: COMMUNITY DEVELOPMENT AREA I C-2 2 OF 7 GENERAL NOTES RESERVOIR WATERSHED: NONE II ESTIMATED TRAFFIC GENERATION: C-3 3 OF 7 EXISTING SITE CONDITIONS & DEMOLITION PLAN WATER SUPPLY PROTECTION AREA: NONE VI C-6 C-7 6 7 OF OF 7 7 PROFFERS AND APPLICATION LANDSCAPE PLAN PLAN NOTE: STORMWATER MANAGEMENT SITE IS PROVIDED IN THE PARKING REQUIRED. SEE TABLE °B" C-4 4 OF 7 SITE LAYOUT PLAN 1V AND IS LOCATED IN DRAINAGE AREA DA—U. IX 25.9 4.5 PER K PARKING PROVIDED SEE TABLE "B" +140 TOTAL 228 456 +228 C-5 5 OF 7 SITE GRADING AND UTILITY PLAN PARKING/CIRCULATION AREA: 0.50 ACRES V � 42DU 2.25/UNIT 95 *183 +84 GARAGE SPACES 99 SURFACE SPACES DESIGNED BY: PROJEC r Tx _ HOLLYMEAD TOWN CENTER REVISION NUMBER: ENGINEERS DMJ AREA C. BLOCK 5 0 SLTRVEYORS °RAW" BY: PRELIMINARY SITE PLAN JPD DRAWING NUMBER: L' D M. JENSEN PLANNERS TITLE: REVIEWED BY: C-1 d No. 1148] COVER SHEET � I / w SSOCIATES DMJ 147 Mill Ridge Road 1402 Greenbrier Pine SHEET NUMBER: ` Lynchburg, VA 24502 Cbwlonccv01gVA22%1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: [DAE:ONAL �Phone: 434.582.6175 Phonc'i 474.984.2700N0. REVISION BY DATE NO. REVISION BY DATE """'" °a" a"a'°" 204224.00co block 5 working.dwg CIVIL AS INDICATED03/14/05 1 OF 7 MAR 14 2005 COMMUNITY DEVEL(jt- „._' +88 ESTIMATED TRAFFIC GENERATION: 420 VPD VI C-6 C-7 6 7 OF OF 7 7 PROFFERS AND APPLICATION LANDSCAPE PLAN PLAN NOTE: STORMWATER MANAGEMENT SITE IS PROVIDED IN THE QUANTITY AND QUALITY CONTROLS FOR THIS ENTIRE HOLLYMEAD TOWN CENTER STORMWATER FACILITY 2 VII VIII AND IS LOCATED IN DRAINAGE AREA DA—U. IX 25.9 4.5 PER K 133 273 +140 TOTAL 228 456 +228 +84 GARAGE SPACES 99 SURFACE SPACES DESIGNED BY: PROJEC r Tx _ HOLLYMEAD TOWN CENTER REVISION NUMBER: ENGINEERS DMJ AREA C. BLOCK 5 0 SLTRVEYORS °RAW" BY: PRELIMINARY SITE PLAN JPD DRAWING NUMBER: L' D M. JENSEN PLANNERS TITLE: REVIEWED BY: C-1 d No. 1148] COVER SHEET � I / w SSOCIATES DMJ 147 Mill Ridge Road 1402 Greenbrier Pine SHEET NUMBER: ` Lynchburg, VA 24502 Cbwlonccv01gVA22%1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: [DAE:ONAL �Phone: 434.582.6175 Phonc'i 474.984.2700N0. REVISION BY DATE NO. REVISION BY DATE """'" °a" a"a'°" 204224.00co block 5 working.dwg CIVIL AS INDICATED03/14/05 1 OF 7 MAR 14 2005 COMMUNITY DEVEL(jt- „._' smo 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 OTHERS, CHARLOTTESVILLE, VA. 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. B. 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 147 Mill 1 Lymhhu� VA ]4502 (b.%wVAKVA2 1 Phom: 4i4.5ffi.6175 Phwa 434.9842700 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 115011*3 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 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'Y 6" VALVE SWM STORMWATER MANAGEMENT SO 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. 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. [37 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED. INCLUDING UTILITY POLES. ROADWAY CONSTRUCTION NOTES 1. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENGINEER. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 4. ALL CONCRETE SHALL BE CLASS "A3" UNLESS SPECIFIED OTHERWISE. 5. ALL BITUMINOUS SURFACE TO BE TYPE SM -9.5A (VDOT) UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM -25.0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 7. ALL DETAILS OF PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENG. DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 8. CONTRACTOR TO GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS -SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY AND EXISTING PAVEMENT SURFACE. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK -DRYING, AND NON-BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY/CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT STANDARDS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS ,AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING ,CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY IDISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED IPLAN. 3. IEXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND (COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS (NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATLEY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 6 FEET WIDE UNLESS OTHERWISE NOTED 10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. ALBEMARLE COUNTY ENGINEERING - GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL•VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES". 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). LEGEND EXISTING NEW DESCRIPTION --435 -- -435- CONTOUR (INTERVAL AS INDICATED ON SITE PLAN) 56,1 •56.1 SPOT ELEVATION TIMBERWOOD BOULEVARD ry-y-y-1 TREE LINE X X DEMOLISH EXISTING UGT CENTER/EDGE OF STREAM 6' LEAD WALK FENCE AND GATE 1 5'X12' STOOP EDGE OF PAVEMENT PROPERTY LINE/RIGHT OF WAY TAX MAP LINE UNIT UNIT 40' OVERHEAD POWER SS AND/OR TELEPHONE - -- SANITARY SEWER STORM DRAIN AND END WALL, TYPE AS INDICATED l VARIABLE 18'� 8" W WATER LINE i {{LL TW TW TRAFFIC WIRE DGAA�GED DETAPo4GED 24' HGE YGE UNDERGROUND ELECTRICAL 1 6UGT H6T UNDERGROUND TELEPHONE , l I I} 12' PL o 24' i�1' , 11_�cEss AISLE 0' I I ABANDONED OR REMOVED UTILITY 20' 1 I8 i I 2' - STRUCTURE 41 WATER METER NN{- FIRE HYDRANT - ' I 24, 9 S 40' L ._.I __ _JL _I_ _J (FDC FIRE DEPARTMENT CONNECTION ® 4 WATER VALVE smi sn 0 SANITARY MANHOLE STORM MANHOLE m ❑ GRAND FORKS BOULEVARD DROP INLET -� CURB DROP INLET -pco co SANITARY CLEAN OUT TYPICAL DIMENSIONS � NTS -0LIGHT POLE 0 3 TELEPHONE POLE, WITH GUY AND ANCHOR -0- POWER POLE Q SIGN SEE LANDSCAPE PLAN L-1 TREE SEE LANDSCAPE PLAN L-1 BUSH RIPRAP 0 IRON PIN FA -7 :..'.: �. CONCRETE SIDEWALK L.0 NEW STOOP NEW PAVEMENT CURB & GUTTER ---- LOT LINE/PROPERY LINE NOTES: 1. TMAYSVARY FROM THOSEOSHOWN. 2. ALL ABBREVIATIONS EVIATIMAY ONSBANUSEDMBOLS SHOWN DESIGNED BY PROJECT: HOLLYMEAD TOWN CENTER DMJ AREA C, BLOCK 5 DRAWN BY: PRELIMINARY SITE PLAN JPD - TITLE: REVIEWED BY. DMJ WWA NUMBER: FILE NAME: 204224.00co block 5 work) GENERAL NOTES LINE: SCALE: CIVIL I NONE DATE: REVISION NUMBER: 0 DRAWING NUMBER: C-2 SHEET NUMBER: 14/05 2 OF 7 ENGINEERS 110 M. JENSEN 9 SURVEYORS PLANNERS No. 148 1D(�� ASSOCIATES 3 '� 1} "DNAL �,�G 147 Mill 1 Lymhhu� VA ]4502 (b.%wVAKVA2 1 Phom: 4i4.5ffi.6175 Phwa 434.9842700 FA -7 :..'.: �. CONCRETE SIDEWALK L.0 NEW STOOP NEW PAVEMENT CURB & GUTTER ---- LOT LINE/PROPERY LINE NOTES: 1. TMAYSVARY FROM THOSEOSHOWN. 2. ALL ABBREVIATIONS EVIATIMAY ONSBANUSEDMBOLS SHOWN DESIGNED BY PROJECT: HOLLYMEAD TOWN CENTER DMJ AREA C, BLOCK 5 DRAWN BY: PRELIMINARY SITE PLAN JPD - TITLE: REVIEWED BY. 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I%% l )/ , I )� , r / / ' <�`%�/ \- )se.`Post f,fi NA DESIGNED BY: PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: ExaDmEn DMJ AREA C, BLOCK 5 0 SURVEYORS DRAWN BY: PRELIMINARY SITE PLANJPD DRAWING NUMBER: D M. JENS PLANNERS TITLE: No. 114 REVIEWED B: SITE GRADING & UTILITY PLAN C-5 ,d� ASSOCIATES DMJ u, mmaufem 1axo me,irrbw SHEET NUMBER: S 6�} x.» a-+•�>ml WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: TONAL Phom:4 msln P4mx ataSN1'AO N0. REVISION BY DATE N0. REVISION BY DATE 204224.00co 5 �F / clock s working.ewg CIVIL 1. 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 1 s N v d the Code of rd with the Block Exhibitthe Code of Development! amatr an acro oi� e, Development's tables and dices set forth in the attached Application Booklet,,entitled aPP�► "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 vide justification for the rezoning actions they are for various ore butprincipallyto 0 s,Pr J g eY PwP ll 1 seeking. Unless specifically referenced in these proffers, al 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 VDOT's 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 Hdbmiead Town CerAX 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 improvements ' n with the im designed for T M 32 Parcels 41 Dl and 41A to the gn first dual lane roundabout at access road B and Westbound lanes of dual left lanes, one thru lane and one continuous right turn lane from the roundabout at access road B to the intersection with Route 29, from the roundabout at access road B a two lane section shall be constructed to the VDOT extension, with additional 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 tum 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 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 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 of Timberwood Boulevard at the location of the beginning of the tum and taper of Worth Crossing and Route 29, and terminating at Timberwood Boulevard F. Access Road C, between Area A and its intersection with Timberwood will be built or bonded before the issuance of the fust 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. t r` 1 - I _.I t 5 '1 I irIT 4 u z � F t NO. I REVISION I BY I DATE I NO. ,T r — at ® i. `t.,, `. s e l,•'','' m) "+ d' r . _t t. 1 i '\ I 1 l" 5..'. ll V 7.. s, _ A , 1 5"`. l ND M. JENSEN P' No. 1148 .. //�� 0� �Wwi I:NAL F0 Ir 1 I --- 4�. ^+ i I �II I 1 I �I I L - - I t ti I{ r ba �- r' " t I 1 � 1 I s I B1M.CFZ' I I y I 4 V' N 4 9 A+ f • fill i" R �q9 i ,I. 1 T i4 M9 +� n n. I se i r. l e- kl A— _- -.--_ ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mill Ridge Road HOUAIW.ho 'R>WK CTICITIN >Z ANRA FNGINCH f, ! CMrlou Q1, VA 3 %l :['&.r,'1(7Pkt.1['.fXVLr;B AREA Ph..: 434.994.2700 w .wwasrociates.net hl+mnre. lli °Phot, .tiberlvur�Vn Ck�.wtc, 'i i[r�uxan. �..�.edaaswwe meet. rvr,. •-••'•° /. (' p' [ n p '1} PT+ 'kr' �L.I���ttrt. E.li� i�1.�'i @, Ir 1 I --- 4�. ^+ i I �II I 1 I �I I L - - I t ti I{ r ba �- r' " t I 1 � 1 I s I B1M.CFZ' I I y I 4 V' N 4 9 A+ f • fill i" R �q9 i ,I. 1 T i4 M9 +� n n. I se i r. l e- kl A— _- -.--_ ENGINEERS SURVEYORS PLANNERS ASSOCIATES 147 Mill Ridge Road 1402 Grternbrier Plxe Lynchburg, VA 24502 CMrlou Q1, VA 3 %l Phone. 434.582.6175 Ph..: 434.994.2700 w .wwasrociates.net I I 1 1 j 1 ZMA-01-020 Attachment E Hollynl TownCenkrAreaC 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. Waal), 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 issuai ce of a firs Certificate f the Cem cote o Occupancy ancYin Area C ,f no twithstandin the foregoing, the road proffers described in proffer 2 above shall be satisfied if the Owner has submitted plans for all such road improvements rovements for review by and alt hough such improvements are not fully completed by the issuance of a Certificate of Occupancy for Area C, OWicient bond has been supplied to satisfy all costs to complete such improvements in accordance with plans approved d bY VDOT. Substantially complete1 ete for the purposes of these proffers shall mean approved sub base 1 curb and tter, intermediate surface and neves rrrr aPP storm Brave gu , �Y water management improvements and satisfactory completion of road improvements required for Public sofELY, and si3nal i nation but shall not include ude final activated signals which h 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 po a m8 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 turexpertded funds shall be refinded 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, fimding, 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 Rivar na 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 Berkmar Drive. Submitted as of the 25m day of July 2003, by: Post Office Land Trust Charles W. Hurt, Trustee Shirley L. 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Ll \\ ' \\\\ \ ---- SCALE: 1" = 30' Use: Passu Off_fice z <� \ /�\ \ �"j 30' 0 30' �'@ ��yr / / /•', / i� - 'ii / �� 5 "'\\\ I,I I I j I I Y, // / i / / /� i v Al "�•----.-_. �(\ �•\ \ v�7 THIS SHEET FOR LANDSCAPE PURPOSES ONLY O �® DESIGNEDM : PROJECT: HOLLYMEAD TOWN CENTER REVISION NUMBER: E NOIN AREA C, BLOCK 5 0 SURVEYOPS °AWN JPD PRELIMINARY SITE PLAN DRAWING NUMBER: v DAV M. JENSEN PLANNERS TITLE: No. 11a8 REVIEWED BY. LANDSCAPE PLAN C-7 °�, `I S�o���� ASSOCIATES DMJ 1^ '� ? maml ea.d Ho¢onmed me SHEET NUMBER: p�azam �4 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: NO. REVISION BY DATE NO. REVISION BY DATE ZONAL 6 -- 204224.00co 7 OF 7 Lack 5 landscape CIVIL 1 "=30' 03/14/05