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HomeMy WebLinkAboutZMA200400009 Plan - Submittal (First) Zoning Map Amendment 2004-11-30cCV// "le &C.4, y r,/,- Sheet Index s,. ." I Location Map Scale:1"=2000' DECRe-gaml am.. �koZoo� Phase Site Data General Notes OWNER/DEVELOPER: WEATHER HILL HOMES, LTD (PHASE 3) 316 OLD IVY WAY, SUITE 102 CHARLOTTESVILLE, VIRGINIA 22903 (434) 296-9484 TOTAL SITE ACREAGE: 532,216 s.f. (12.22 ACRES) 100% TOTAL SITE COMMON OPEN SPACE: 335,078 s.f, (7,69 ACRES) 62/. TOTAL SITE IMPERVIOUS AREA: 197,138 s.f. (4.52 ACRES) 38% ZONING: R1 TAX MAP / PARCEL: 78/55A3 MAGISTERIAL DISTRICT: RIVANNA COUNTY & STATE: ALBERMARLE CO., VIRGINIA SETBACKS: FRONT 25', SIDE 15', REAR 20' DWELLING UNITS: 4 SINGLE-FAMILY ATTACHED COTTAGES (CONDOS) (5,28 UNITS PER ACRE) MAX, NO. OF EMPLOYEES: NA (PHASE 3) PARKING REQUIREMENTS (PHASE 3): 8 (2 PER UNIT) PARKING PROVIDED (PHASE 3): 8 (PROVIDED IN ATTACHED GARAGE) 4 (OVERFLOW/GUEST) AREA STATISTICS (PHASE 3): SITE AREA: BUILDING FOOTPRINT: PAVED AREA (SIDEWALKS, ROADS AND PATHS): TOTAL IMPERVIOUS AREA: COMMON OPEN SPACE: TOTAL AREA: 32,974 SF (0,757 AC) 8,211 SF 25 % 6,015 SF 18 % 14,226 18,746 SF SF 43 % 57 % 32,974 SF 100 % RECREATIONAL AREAS INCLUDE SHARED SPACES AND AMENITIES WITH PHASE 1 AND 2 AS WELL AS PRIVATE AREAS ADJACENT TO EACH UNIT.. MAXIMUM HEIGHT OF STRUCTURES: 20' (1 STORY NOT INCLUDING BASEMENT) BEGIN CONSTRUCTION - MARCH 2O05 END CONSTRUCTION - NOVEMBER 2005 GENERAL CONSTRUCTION PROCEDURES & PROTOCOL 1, THE CONTRACTOR'S WORK SCHEDULE SHALL BE COORDINATED WITH THE OWNER AND THE BUILDING CONTRACTOR. 2. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED, AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR, 3. DEVIATIONS FROM, OR CHANGES TO, THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 4. THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DIMENSIONS SHOW/N ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS>, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS, 5. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY, THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OVNNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK, 6, THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOBS SITE. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLIESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER." 7. THE CONTRACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM, THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE, 8, THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES, PRIOR TO ANY CONSTRUCTION OR EXCAVATION„ THE CONTRACTOR SHALL VERIFYTHE EXISTENCE AND LOCATION OF, OR THE NON- EXISTENCE OF, UNDERGROUND UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). tom. 9. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING n` UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTIONTO PERMIT REVISIONS TO PLANS IF NECESSARY, THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THIESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON AND ANY( OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLAINS, THE r_.ONTRAOTCIR SHALT_ RF RESPONSIRLE FOR REPAIRING. AT HIS EXPENSE. ANY( EXISTING UTILITIES DAMAGED DURING CONSTRUCTION, IF A UTILITY IS DAMAGED DURING CONSTUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE UTILITY COMPANY, OWNER, AND ENGINEER. 10, RELOCATION OF ANY EXISTING UTILITIES SHALL BE AT THE CONTRACTOR'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION, ADEQUATE AS -BUILT RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY THE CONTRACTOR, 11. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION, 12, BEFORE BURNING, BLASTING, OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, 11 ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEIMENTS SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 14. ALL TURF AREAS OUTSIDE THE LIMITS OF WORK THAT ARE IMPACTED OR DIISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED, 15, PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROLUGH THE OWNER. PARKING FOR EMPLOYEE VEHICLES WILL BE ACCOMODATED„AT THE SITE. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 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. 1. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE 2. WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 3 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, (Phase 3) Albemarle County, Virginia CONCEPTUAL SITE PLAN June 21., 2004 PreTared For: Weather Hill Homes, LTD 315 Old -Ivy Way, Suite 102 Charlottesville, Virginia 22903 WATER AND SANITARY SEWER 4. PAVED, RIP -RAP OR STABILIZAI•IGN MAT LINED DITCH MAY BE REQUIRED WHEN IN THE 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE -TRAFFIC CONTROL DEVIC•E,$.- , NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL; -0N'HIS=OWN-iNIT.IATIVE:_! OrATE _ 6 UNLESS OTHERWISE NOTED /'-CONCRETE PIPE SHALL BE REINFORCED CONCRETE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY, PIPE - CLASS III. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND 7. ALL EXCAVATION FOR UNDERGROUND PIPE INsT,ALLATION MUST COMPLY WITH OSHA SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY STANDARDS FOR THE CONSTRUCTION INDUSTRI42.9 CFR PART 1926). SERVICE AUTHORITY ON JANUARY 15, 1998, 1� GRADING/EXCAVATION 4, ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT, OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE, THIS INCLUDES ALL 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND, UNLESS OTHERWISE STIPULATED OR RECQUIRED, SHALL BE INSTALLED PRIOR TO 'ANY CLEARING, GRADING 5, ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE -OR OTHER CONSTRUCTION, P DITCHES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT 6. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR EARTHWORK/GRADING ESTIMATE WHICH WILL SERVE AS THE BASIS OF,,ALL THE VALVE DURING A FUTURE EXTENSION OF THE LINE. CONTRACTUAL OBLIGATIONS BETWEEN CONTRACTOR AND OWNER, OWNER TO NOTIFY ENGINEER OF THE OUTCOME OF CONTRACTOR'S EARTWORK/GRADING ESA�MATE, 7. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS 3-,,. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADDITIONAL FILL REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS, THE DATA MATERIAL THAT MAY BE NECESSARY IN THE COURSE OF CONSTRUCTION AND SHALL BE RECORDED SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AS SPECIFIED IN THE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANc _SUCH A.C.S.A. AS -BUILT PLAN CHECKLIST, LATEST EDITION. EARTH -MOVING ACTIVITY IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGI.NE_ER. 8. ALL WATER MAINS SHALL BE CLASS 62, DUCTILE IRON PIPE UNLESS OTHERWISE NOTED. 4. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK B�AISTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTION, EXPLORATION 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER MAIN AND DISPOSAL, PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII, 5. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF 10. SANITARY SEWER PIPE TO BE SDR35 PVC, UNLESS OTHERWISE NOTED, PAVED AREAS, 6. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR �= MISCELLANEOUS DRAINAGE OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD 813-1. NOTIFY ENGINEER -IN ALL CASES, - 1, ELECTRICAL ENGINEER TO DESIGN SERVICE TO ALL EXTERIOR LIGHT FIXTURES AND PRESENT SAME TO OWNER, ARCHITECT, AND ENGINEER FOR COORDINATION AND COMPLIANCE 7. ALL SLOPES AND DISTURBED AREAS SHALL BE FERTILIZED, SEEDED, AND MULCHED, WITH SITE IMPROVEMENTS, MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1, WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER SHALL BE ACHIEVED, SLOPES GREATER THAN 3:1 WILL ALSO REQUIRE 2. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER SLOPE STABILIZATION MATTING, CONTROL ACT, NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE, 8. UNLESS OTHERWISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 6" BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVATION (FFE). GRADES SHALL SLOPE A MINIMUM OF 5% AWAY FROM STRUCTURES TO A POINT WHERE EITHER COVER SHEET 1 MASTER PLAN 2 CONTEXT MAP AND PROFFERS 3 TOPOGRAPHIC SURVEY 4 CONCEPTUAL LAYOUT AND LANDSCAPE PLAN 5 CONCEPTUAL GRADING AND UTILITIES PLAN 6 Approvals DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ENGINEERING DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING DEPARTMENT OF ZONING FIRE OFFICER FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY SERVICE AUTHORITY DEPARTMENT OF BUILDING CODE VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION Legend ITEM EXISTING PROPOSED BENCH MARK PROPERTY-RoW LINE _ SETBACK LINE ------ CONTOUR INDEX CONTOUR - - - -gyp- - - . 10 ... BUILDING -------------- FENCE - - - X -X- GUARD RAIL - PAVEMENT _ = _ _ ______________ _U_ - TREE LINE GAS LINE - G - - - G - WATER MAIN - w- - - w- WATER VALVE 0- w- STORM SEWER SANITARY SEWER - S - - - S - - S S , INLET O MANHOLE O-- S - - - S UTILITY POLE '01 TELEPHONE PEDESTAL O O OVERHEAD ELECTRIC OVERHEAD TELEPHONE - T - - - T - EASEMENT ------ ------ BITUMINOUS PAVEMENT CONCRETE PAVEMENT CURB CURB W/ GUTTER H/C RAMP WALL SWALE/DITCH . A ® - RIP RAP PROPOSED/EXISTING GRADES, A DITCH OR OTHER MEANS OF CONVEYANCE ite ° SS peC1�1CS ADEQUATELY CHANNELS RUN-OFF AWAY FROM THE STRUCTURE. 9. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT 1, DATUM: USGS IS DEEMEND NECESSARY IN ORDER_ -TO STABILIZE A DRAINAGE CHANNEL. 2, TOPOGRAPHIC INFORMATION FROM THOMAS B. LINCOLN LAND SURVEYOR, _ INC. 10, ALL EXCAVATION FOR UNDER(40UND PIPE INSTALLATION MUST .COMPLY WITH OSHA CHARLOTTESVILLE, VA, DATED 9/28/98, BENCHMARK: PK NAIL SET IN BASE OF 36" POPLAR, STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), ELEVATION 518.01. STORM DRAINAGE ' 3, BOUNDARY INFORMATION FROM PLATS OF RECORD BY THOMAS B. LINCOLN LAND SURVEYOR, INC. CHARLOTTESVILLE, VA, DATED 7/25/00. 1. UNLESS OTHERWISE NOTED, A!L STORM .,DRAINAGE PIPE TO BE HANCOR HI-Q. VDOT STANDARD PIPE BEDDING DETAIL PB-1 IS REQUIRED WITH HANCOR HI-Q HIGH DENSITY 4. LAND USE: PLANNED RESIDENTIAL DEVELOPMENT (PRD) POLYETHYLENE (HDPE) PIPE 5. THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED, 2. UNLESS OTHERWISE NO_TEU, AI-L CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. i 6, NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100-YEAR FLOOD PLAIN, 3 STORM D'R . TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT THE TOP FACE OF THE: 7, MAIL WILL BE DELIVERED TO EACH COTTAGE DOOR. LOW eOINT ON THE INLET. "4. IN 8. THIS DEVELOPMENT WAS GRANTED A VARIANCE TO ALLOW FOR CURVILINEAR PARKING AND STEPS FOR INGRESS AND EGRESS ALL DRAINAGE STRUCTURES SHALL BE IN DISTURBANCE OF CRITICAL SLOPES AS PART OF THE PRELIMINARY PLAN APPROVAL. ACCORDANCE WITH VDOT STANDARD ST-1, ALL DRAINAGE INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION.: 9. THIS DEVELOPMENT REQUIRES FINAL APPROVAL FROM THE ALBEMARLE COUNTY ARCHITECTUAL REVIEW BOARD (ARB). 5. UNLESS OTHERWISE SPECIFIED, ALL ROOFDRAINS SHALL BE TIED INTO EXISTING AND/OR PROPOSED STORM SEWERAGE SYSTEMS. COORDINATE INTEGRATION OF SYSTEM WITH 10. A SEPARATE SUBMISSION IS TO BE MADE BY A THIRD PARTY FOR THE DESIGN AND ENGINEER AND SITE CONTRACTOR PRIOR TO CONSTRUCTION, ✓PAVING INSTALLATION OF A PUBLIC SANITARY SEWER EXTENSION TO THIS SITE TO SERVE THE ROADS AND PROPOSED DEVELOPMENT: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, 11. PRIOR TO ANY DIVISION OF OWNERSHIP OR SUBDIVISION OF THIS PARCEL, A COMMUNITY INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAkL ASSOCIATION WILL BE FORMED FOR OWNERSHIP AND MAINTENANCE OF ALL AREAS OUTSIDE AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY OF THE BUILDING ENVELOPES. OWNERS OF THE DEVELOPMENT SHALL BE MEMBERS OF THIS EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIIT COMMUNITY ASSOCIATION, FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED VDOT), 12. ALL SITE SIGNAGE MUST BE APPROVED SEPARATELY, PRIOR TO CONSTRUCTION BY THE ALBEMARLE COUNTY ZONING DEPARTMENT. 2. ALL PAVING AND DRAINGAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT VDOT STANDARDS AND SPECIFICATIONS UNLESS OTHERWISE NOTED. 13. ALL COTTAGES/BUILDINGS SHOWN WILL BE CONDOMINIUMS, NO SUBDIVIDING WILL OCCUR. THEREFORE, ALL EXTERIOR SPACES ARE CONSIDERED COMMON AREA AND WILL BE OWNED 3. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE PAVEMENT SUBGRADE, CEBR AND MAINTAINED VIA A MAINTENANCE AGREEMENT BY THE PROPERTY OWNER'S ASSOCIATION. TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE ENGINEER, 4, ALL PAVEMENT MARKINGS TO BE REFLECTORIZED, ALL PAVEMENT MARKINGS TO MEET LATEST VDOT SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH MUTCD LATEST EDITION, Abbreviations B&B BALLED AND BURLAPPED BC BASE OF CURB CBR CALIFORNIA BEARING RATIO CAL CALIPER CG-2 VDOT STANDARD CURB AND GUTTER TYPE 2 CG-6 VDOT STANDARD CURB AND GUTTER TYPE 6 CG-12 VDOT STANDARD CURB AND GUTTER TYPE 12 DI DROP INLET U17A UPKNfE-I th DIP DUCTILE IRON PIPE DS DOWNSPOUT EP EDGE OF PAVEMENT FFE FINISHED FLOOR ELEVATION FL FLOW LINE GFCI GROUND FAULT CIRCUIT INTERUPTER HP HIGH POINT ID INSIDE DIAMETER LP LOW POINT MH MANHOLE MAX MAXIMUM MIN MINIMUM MFR MANUFACTURER OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD PVC POLYVINYL CHLORIDE RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE TBR TO BE REMOVED TO TOP OF CURB TYP TYPICAL UG UNDERGROUND VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION YD YARD DRAIN REVISIONS: 1. 11/30/04 ARB 2004-76 ZMA 2004-009 REVISIONS .. . j .. \ I .. . .. .. . . . _.. _... _ 1, Ti-IE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; LIMITS OF CLEARING (OUTSIDE DRIP LINE OF TREE- TO BE SAVED); LOCATIONS AND TYPE OF PROTECTIVE FENCING; GRADE CHANGES REQUIRING TREE WELLS OR WALLS: PROPOSED TRENCHING OR 'FUNNELING BEYOND THE LIMITS OF CLEARING. 2. MARKINGS: ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARINGVISIBLE 'TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3, PRE -CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE, 4. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. d, SOIL EROSION AND STORMWATER DETENTION DEVICE;: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED, C. FIRES: FIRES ARE NOT PERMITTED i(7Ca FEE I" OF THE DRIPLINE OF TREES TO SAVED, 7, TOXIC MATERIALS: TOXIC MATERIALS SHALL NOT BE S'JORED WITHIN 100 FEET OF Thi1. DRIPLINE OF TREES TO BE SAVED. . 8, PROTECTIVE FENCING: TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADIfNG ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION, 9. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE UVELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 11. TRENCHING AND TUNNELING: WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALT_ BE !DONE AS FAR AWAY FROMTHE TRUNKS OF TREES AS POSSIBLE, TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING;, WILL DESTROY FEEDER ROUTS. 12, CLEANUP: PROTECTIVE FENCING SFIALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. : 13. DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR ` THER METHODS RECOMMENDED BY A TREE SPECIALIST. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH T?- CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER'S SIGNATURE DATE o CON fR r PURCHASER SIGNATURE DATE I ,,, , 1. .1. , I - ­. 1. I I...��:�. 11 .I,.:, I ; _z V��'i 1. t . . - ­M41::�­,­. ­ �, 1 a x� �, - . - �: -;,� , ." .�,� �,� 4 : .. , ,. L �:.,, ` - , � .. .1 " � - , , , , - : "'� � '. ,� . :, . I ,�. ,� I .� " , � - ", �__. , . , , , , .._ " , , , , � , � , , � . , � � ,. .� . . ". . - , , , , � . , . . - . . , . , , , . �, . . q , , �, , � ,, .� , . . � � , , � , - I - , t ... , , � � . , � . , ., . . - �� , �. . _. � �1� ,� - ��z 1� �� �, , I . , �� :� - ,�: : % �� ,-., -, ,�� ��.,-,:,-ft.,-,,',',.., I .1 : , I , - � .� . ,. , 1 , - , �� �, ✓ "t a• a ,,,"-�. _P �.' "1 k, !;:2 : ,� . , 1 " . - WES TMINS TER- C A OF THE BL [/E "o �6 - , 11 . .. ".1 I . . . - ''_- 11 _:;. ° T O :� ��\ lJWipW`. 4. __ _` „ ` —__\ . ,-"` `ate. \ , \ \ \ t 1 I I \ \ \ V . \ i \ \ \ \ ,/i,,,,,lIiijr, McKEE CARBON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd, reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third parry without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. Revisions: I. 11/30/04 ARB 2004--76 p'MA 2004-009 REVISIONS i X I I - � I . .. I I , " � , I- - : __ ,� 1, - .." 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E SITE WILL BE IN GENERAL CONFORMITY WITH THE PLAN ENTITLED, "PANTOPS PLACE ---------- ------7 - __ --------7 - \ `N,N�, ---\--, `\ \1� \ --�-- . i ", I I I -, N " �K /_ I `�11 " .. ./ , � \ N' "I I , `\__ ,/V1 _ - , __ \ I \ ."--,- - ... . ... _ I .. , I \ ,X/ I I N\ 'N, `\ \ , , \ \ 11 "---,-' _---------- - . , '� -1-, '---- PRELIMINARY PLAN" DATED FEBRUARY 22, 1999 AND REVISED OCTOBER 18, 1999, HEREIN REFERRED TO AS THE EE CARSON , - - , , - ., _7 ­ "I ,�\� " \ ,,, � , , \\1 I I,\,\ , I I , \ I . __ - - � ,\\\ \,W i -, , � ,P\ I" N 11 z -_/_ -- \ \ ­__,_,'11__ `_"1 \ \\ \, \ \\. � � \ , ._1_.__­__, " \ ___ McK , . - , ,.,/- - -- ----- -, - _', , N " , \ �, "N _. ____ " - .-, \ 1" ,/ " - - - - � \ \ \ \ \ \ )� ---------- \ \ APPLICATION PLAN, ------ z _- "-- _ � \ N\�, " \ ; ; I I I- - . ­_-, \ 1\1 " . , I ", \ , \ \ \ \ , \ , I N 1`N�\ \' 11.,\ . ..... ,, �, ,--,-,\ \\\ 1\1 CONSULTING ENGINEERS - - . \ - - , . \ \ -- , " I 1 X I , " , \ \ \ \ ., \ , I --.1- , - -, \ � I i 1 � � � , 4//r\\\ \ 11 \1 I \ \ \ �\__ .-.-.--.-I- 'N IN, , - " \\ - �, - , \ I 1_/ , z - , ---------- 1, \ \ \ - \\1 .----.-- �, _-, - ­� " . k , \ . 11 ,\ \\ I \ \ I -- ­_ � ,'\�- 2. RESIDENTIAL DENSITY LIMITS WILL BE AS FOLLOWS: LANDS�APE ARCHITECTS ��, � - N "' \ \ I \ 11 I \ � � I It , , %, � % � \ \ \ , \ I \ ___-_ \ ` `NN.N� - \ I --------"- \ '6�,• LAND LANNERS N. \ i J �' " %': \ I I ----,\ \ ,\" 1,N., N , .-,-- � // _, 1, " -- , " __ , _, , 1 \"N b . , / \ , -11-11 ) \ - , -1 , ",�, , __1 ­_­ ", \\ \ 1, � X , / / / � \ \ � , I I I I \1 \ \1 � \ L _­____ I I // ---,-, - _,__,, __ , "" � 1 - _­ 1\ � � ( , 11 �, _X ,I , \ \ "1 - \ _� . __ \ THE BUILDING(S) CONTAINING THE ASSISTED LIVING AREA AND THE INDEPENDENT LIVING UNITS WILL BE NO /." __ \_ "I , , , : \ \ /// / . 1, ". I \ 11 , \ I I �, /�, I \ I " -1 \ 11"_ - . . - IN\ \ \ I � -A , \,\\\\.\ \ \ ) ",, '11� ­', \ 1_� " 301 East High Street - ___ I--,-- ____ \ � - \ \1 � \\ I I ) /_-, , / -- -- I GREATER THAN IiO,000 SQUARE FEET, THE TOTAL NUMBER OF ASSISTED LIVING UNITS AND INDEPENDENT Charlottesville, VA 22902 -/ \ \\,. \ \ � , I \\\ \ / 1 /I I ,­N�� � , , 'NN 1\ N,, ,-, \ \ J ___­ -1 ------- __. 6,?s -- 11 LIVING UNITS TOGETHER SHALL NOT EXCEED 100; HOWEVER, UP TO TWELVE OF THE ASSISTED LIVING UNITS _/ /I --, `__ I � �. IN, , , / � \ , � N\ ___� - I--, I ____.___ /, / __ I- - -,, __ 'I.- , \ , � t. 'k \1 / � � I 1 . ( / _____ 434-979-7522 -,_ . - � \ \ . 11�•1 1 i J i I I li� I- " , �,��', 1'\ 1­1� , _.__�, ______ MAY BE TWO BEDROOM UNITS, / \�\ 1, __ ., \ \ \ \ � 1\ I � 1, .� / I / ,�­, ,\ I %, � 11,__, www,mckeecarson.com ----,--- - - � � � ,\I �.a -,, ,/,� �� � , -""\ NNN 'I - , . - �, I J / / /--., I i \,� _�� Z -- , -, - I � / � �� __ Z _- "I ­� _1_. 1- . \ \ \ \, \ \ \ \ \ " \ , \ \ � " V; � � / / / \\ ,\� -, , \ 11, � \>� - __ 1. \`'�, \ _____ - - � \ \ \ \ _7� / 1, " 1H I , I 1, N, \\ \ � \ ---__, INDEPENDENT LIVING COTTAGES MAXIMUM 30 UNITS ------,:-\, `" \\, \ � I J N, / _� I / 1� " \ -1 X-.,--- '. \� I �, " \ �, LJ / I I U 1� � I I I / I 11 , \ \ \ , 0 'I, �p I ,.,.-,- ,."� - . � � - \ � I � / I � � k1 , �_N, - U 0 1 0 ..... - "' 11 \ I -N, ��O,/ \\, ,1,• -11 ""' I , I \, - - I / __ , I I - 3. A PRELIMINARY TRAFFIC ANALYSIS WILL BE PERFORMED PRIOR TO PRELIMINARY SITE PLAN APPROVAL, _\__ 11" \ I 1 1 '--- , " \ '\ \ ` ______ _ I., ­-_,!��__ �, ) 1\ \ 1\ \I \\ - I., Q.) \\, , _­_ - ­­_', 11 \ i I � V , I _', \ � " \ \ 1,___, -1--l-, � � -I � I �_\�', I , \ I � '� � \ I I-, \ .,__ ,-,----" . ,,� I � ,\,� � " 1, � ", I \ \ , ___111 z _-N, \ I -----­.­---_-_- ,� V_ \ i i I I I I I i\ ,__v _\ � 1__` I \ \ , \\ " , \... , I I \. \ \ � , \1 \ - I , . I \ - \ S \ -\ \\ \ & \Z- - I THE OWNER SHALL SHARE IN THE COST OF ANY COMPREHENSIVE TRAFFIC STUDY DEEMED NECESSARY I , 1, \ 0 \ I \ \ I .1, , i I- --\,. ----- \N�', - _____ SUBSEQUENT TO THE REVIEW OF THE PRELIMINARY TRAFFIC ANALYSIS. THE AMOUNT OF PARTICIPATION McKee Carson and Field Sport Concepts, Ltd. \ , , \ \0 \ 11 - N � ,----------.-- 11 I ­1 . ­7 , \ \ \ \ \" ----\,, N, \ \ 1_ \1�I � 11 ) I I� \ � �� �/j ,\ �, \ \ � \ \ \\\ \� . I \ \�<\ ,�,\ \ � __ --------------. , \ , -1".. \ \ , I /"---,, \ V, 11", - \ -RATE SHARE OF THE TRAFFIC VOLUME CONTRIBUTED TO THE SITE AS DETERMINED ­_ N,-----------, , � / , tN­___� � , '\ \1' \ \ , ., - % 1/1,11 - \--\, , - SHALL BE BASED ON A PRO �-__�� ,,­� I - � I � � I I I �, � � 'A \ � r3 , , - \ 1___' N\\ reserves its common law copyright and other , ____________.________\, ,., N) I I , I � � � \ � / / ,\ --- \ \ , . . . . � i _\ \ \ I 1, -_ _,____� � ,----___.----- 600 -- - -\--I-,- ----,---) N� I � \ � \ \ � 11 � � \ I / / "" I—- "I \ I . 7" \ - 62;� ____) \ \ \\ \ \ � , ,, D ., , \" -"-I-- \ \ .. __ BY THE ALBEMARLE COUNTY ENGINEERING DEPARTIMENT, AT THE REQUEST OF VDOT, THE OWNER WILL ENTER property rights in these drawings. All ideas, \ � I I I 1. ,\ � i CEL \ ,\ "1 '1� � �,�' INTO AN AGREEMENT AMONG ALL PARTIES WHOSE PROPERTY DOES OR WILL CONTRIBUTE TRAFFIC TO THE - -----------,-- ---.-- I !� � � I \ \ \ 1 1 � I , "N' \ � X � - � � , 1 1,t _ \ �rjr ,, ,\ /\ R(!� \ � A ,\ \ __` E I" \ � � I i /� / \ \ � t � /I X !MAR, 178 `�� L ____ PANTOPS MOUNTAIN ROAD/ROUTE 260 INTERSECTION, TO MAKE A PRO-RATA FINANCIAL CONTRIBUTION TOWARD designs, sections, details, and plans are the NN I I I 11 � - � .1-11 I \ � - 1____J I \ \\\ \� 1101 � i "I , 5 ___-- \ . I � I 1 1 , �\,),_ . I � 1__\ , � I � , � �-�� 'i� , \ \ � , : - � � 1 �,� � M \ /:-, -, N­, ,-, THE INSTALLATION OF IMPROVEMENTS RELATED TO THE SIGNALIZATION OF THE INTERSECTION. \ - � I , � 4 \ I�Ll-�(A_,,�qN -NSENIOR NI \ \\ � __ / 1____2 \ ( / . qA\5 �, ,\,\\ 1) \ 6 1 ,\ -_ \ I _,�� N. -, property of McKee Carson and Field Sport ,N � I / / 3(1- k /. _______� ---.--- i \,�\, � \,,, I i I I \ \-----. I / 1 � ov�wo� ��' I I I / N,, N­� N,\ -) \ \ `�\' 7 N , \ , - _,�_ _ 4. (a) VEHICULAR ACCESS TO THE SITE FROM ROUTE 250 EAST SHALL BE LIMITED TO A SINGLE LOCATION, DIRECTLY Concepts, Ltd. These plans are not to be i I . . 5 ---_�, I /� " ,/ / ,\ ..''. ,\ I . -,- \ \ / / `,��?At PAR'LNT' FOR P4�70P,' , -,\ .-------- I \� `�� \ \ \ ' 1 1 , , . I . - \ -.--.-- ( � , � "--,, _\11, \\\NN\ \ \ I., , 11 ;; I I \ \1 \ 11 / i I IH i I � � " \ \1 ___ I 1­ - ___ OPPOSITE THE NEW ENTRANCE TO THE MARTHA JEFFERSON OFFICE BUILDING DEVELOPMENT ON PANTOPS reproduced, changed, or copied in any form I . I - 1. I / i z i I I I � , 1� --- - � . �NN'� . \1 / / � I I I I 1 �� �, I �/ �JC4c, 4-_P.-­, 07H, /\ \ \ `N`N \ "I -----.-------- - � __� - MOUNTAIN ROAD, AS SHOWN ON THE APPLICATION PLAN, ------ I-- - \ � � �I I 1, / . � \\ / / � I I I I t � � . � I \ \\ \ \" .. `__ - -"-,---- r I � --..---- - or manner whatsoever, nor are they to be - -,-.-.-- . k �,., I I,- I IV KE� OPED, 'k \ --,'. "-,, , _­ ----­,_. I ") --- (b) THE OWNER SHALL PROVIDE AND MAINTAIN AN ASPHALT PATH OF NO LESS THAN 5 FEET TO CONNECT TO AN assigned to any third party without first . - \ \ " \ � 1%\ / � / I / i \ \ \ , " ----,-, _­­ -_ - -;--le " 1', � \ A \ \ , X / 1, I ,-I- �, "-,--. - q,:q ____600 , ---.-- . `\ \\ \ \ `N \ 1. " t I � � \ � I I \ % \ I. 1\ 1��_, , / / I / I . I 1-1 ,,, \\ " \ , k - . I \ / 1� ! I 1 9 0\ \ , �_. -.-,.-,.. -_�, ON -SITE TRAIL SYSTEM AT WESTMINSTER CANTERBURY, IF PERMISSION IS GRANTED BY WE t)_._. \ \ \ \ \ \ \ \ � \ \ � � V / � �A \ \�, . I/ \ / I : 1 '115, 4 R 9, ,P4A�T"NNI-N, ,-, -, ,,,,-- _,_-"­- -,, 11 obtaining the express permission and consent - ,// \ '\\ I I " I I I I �`r \ ,� 1-1, "'N' `N, _�_ I \ �_____ CANTERBURY FOR SUCH A CONNECTION. I" _,, rep -.1 , \ \, \ \ . I " N. I 'N' �, -_ _'.. ',,,- - . I N-1 � ____ ,,-, I "I 11 - \\\ " I \ __-, I/ 11 11 i I I I I �, '' 1281\p. " 1\�, '. - ­.- I , of either McKee Carson or Field Sport -1 I \ ' 1. ',�_ "" ,-, " I THREE TIMES A WEEK TO CONVEY ASSISTED . _ -,-,-- 1V D�, , 13,,6 P, 1, 11 -----.-,-- ­-, __ , 1__" --- __� , LIVING RESIDENTS TO APPOINTMENTS, SHOPPING, AND OTHER DESTINATIONS, Concepts, Ltd. i -* i TM , Jj/, I I / \ \IN - ".- ____ . I - - �'� ' \ I I ,, Y, -, -.---.----\ I � I 1 ! i \ "" \N,, ,-----__"'.. - � 11 " I0 ., - , I.- _.�_ . I , =_____� - - , .1, Ul TUH!�,,`/ E� " w l I \N \1 \ 1, ,_" �_C) \ '- _ -_.___, � /, _.__ \ / /I "� \ 'I, , -­ - 11 -- ------______._ , \ [ � \ - / \ \ 5-1_,,\ \ ` " --\'I \ \ \ ..� \ \ I I / � , � � ______.___,1 -\I \ \ \ \I-_. �\ \ ) J / � Ilk 11 , � `� " I / \ ", / , - %�\61 V00-t ,.--."-\ ____ _______1 (c) THE OWNER SHALL PROVIDE SHUTTLE SERVICE: AT A MINIMUM OF \ \ o ) /i \ -,----- ------- N \ \�', � NN,N� I \ '..-.-.--/ ) ,< / / ? / - .�", -----, / \/____ ----- BUR Y I I / /, "I "'I- " -.-- � 1�, , ", _� --- ___ X \1. �, VS TER CANTER \\\ 1�,- -- ----1_ , � - \ \ /I " --------- ___ - -,,---:--------------- ________� _� /�)F //I \ l/ \I i / /1/ I -I -1, ,_�,__, �____ - 5. DURING CONSTRUCTION OF THE FIRST PHASE OF THE DEVELOPMENT, THE OWNER SHALL PERFORM GRADING�__ _ __/// / \1 / /� - -1 ­ ---------- ­­­�_-27--�, -, - I ! I ­ - ,� . , --____(_!��' - ___ '__ - / / , I /I I I \ / / \0 ! I i I .-. � - ., _� 1­,,N,,._____6J_-`�7_ I,- 'I- 6- IN THE R.O.W. FOR ROUTE 250 OR IMMEDIATELY ADJACENT TO THIS R,O,W, TO FACILITATE THE FUTURE �:- - '/ / ! I _1k , I j i-� / � � "N­­,1 \ \ \ V-,"�` _�­,__ , __ �, . - 6' ,N- - _..________-___5, __ I,,/ /' / THE I B I UE RID GF EXPANSION_ N\, SION I k l' /, 11 I, 11 I \ \\11 ­_ ., 0 \ - ==�---- __�:�____�___ �" I I I _____ 11 I [ , \ I "1 T""89- B � --------- I / " / I I -�__- I I \ " 'N "I \ -, 1". 1_� , __1 . I o . CROSS-SECTION" ROADWAY. IF THE GRADING FOR THE SIDEWALK WOULD RESULT IN THE SIDEWALK BEING ON - --------- ----------- _� - \ / / , / / I // / / 1 1 , 11 !� 'k '� , . I - I-------,..---- _11i0 ) INSTALLATION OF A SIDEWALK WHICH WOULD BE PART OF ANY RECONFIGURATION OF ROUTE 250 TO AN "URBAN --..-,.----- ------.---- --.-----�__ _ _____ \� , / /\\, I * \ 11 \ \ ,1'� I - \� � ___/ / / ____ ----.----------- - ----- `� "I � ,�� / / I 11 \ \ \ 'I- ­` \ \ ' "I __1 , ' " \ �, - I _� `-� -11 -­­­---­­---­- ___------ ,,).----- ­_______.____ "' ,� I I � . / I 4- I lkl � , N*� ­- ", \ \ --, \ \ \ -,, , I ____ __ __i:�v -k-� -T -�­4 01 -1/ - THE PANTOPS PLACE PROPERTY, -THEN THE OWNER WILL GRANT THE NECESSARY EASEMENTS FOR PEDESTRIAN ___, _____ _... - 5 - ____ i/ ,- ,," -'� -..,--, \ \ \ \ \ ) 11 -I,- `,-\ -- PAR -TN -_L lu 4 ___­--____---_-_, .--- 1',�,-, I j �,.,_\, , \ \ -- <_ � ACCESS ALONG THIS SECTION OF HIS PROPERTY, THE FINAL SITE DEVELOPMENT PLAN SHALL REFLECT THE _.- , � - \ " " , , I" \,-- ---..--.--- �-/- (_/ - ______, -, -------- - I-- - �� ) , ) -.-- -I,- I-, , I, I , ________ -..- - 1, 1�� NNNN \ \ V��9�&?, ---,,' GRADING TO BE PERFORMED WITH THIS PROFFER. I ... ___._____ ____._____ - _ - '­'�51�51_i \ 1\ - \ \ , \ \\ \ '_� '1_*-"",- ' -"------------ ____ - I I , \ --- � I --- , __ ­ -------- .. -7 ----,--- z , -, \ - ., --- - __- I / ) I 6-16-93 )-.--"76'1 - ______ - ------. --- --.-.--- __ I __,�,�­­___ 11 ."', 11 - --.,---.- ___ I _/ \ \ \ \ \ \ , , -1, ____.___..._ -_ __ . ..... . � / ___ - - - --I-- , . ; I J I " I � \ 11 . \ \ ­,,� " __: ...__ ------- ____ 1J_ - 6. THE OWNER SHALL PROVIDE A 15 FOOT BUFFER EASEMENT IN WIDTH UPON THE PROPERTY ALONG ITS ENTIRE - , , ---�,< � ­- ___,----. , - -1 ,�� ��-,�­ . . /I -1 \ . - - 'I-, _� _. �­ , _r , - -, -1 , , _. Z:� _� I I \ \\�\ \ - \ \ \ \ - , -,.--,- - ___ COMMON BOUNDARY -WITH THE GLENORCHY SUBDIVISION AS SHOWN ON THE APPLICATION PLAN. THE EASEMENT ,-,-- � �� "� \ I --_- - __7__' . ���, , '11_/ , I ; ­_____1 - z .-- �--­ ,,-" , ­ I -- . __:E_� I -, --- � I , __ �__ �_ ;7 , \_ I 41QO.�23 1 -, AT - �_----- ) - ------ ---- - - I .------- -----\ : f - __ f�:_� 1_,-, / - \ \ � -1 _-, . - __ .r , I-- .. I \ - ___..___7_:- - - , _ -- ­_ ,_1 __- .- - - , N�_, I _: �-_�_.___-____ I � F ; \ 19, \ \1 \ \ I I---,-- y,_/ _____ ------ � - - WILL BE PROVIDED AT CONSTRUCTION OF IMPROVEMENTS. THE PURPOSE OF THIS EASEMENT WILL BE TO ENSURE - - . - , � _� - �1 � 0150 -1 - I'-- __ .­� - .1 , rlr�7���4 , ___ _­ 1. 1. . /I - .-- ___ \ I I'- THE PRESERVATION OF AN EXISTING MATURE HEDGEROW AND FIELDSTONE WALL ALONG THIS COMMON BOUNDARY _.:�_ - - - r- - - R' \ ---- _________ ., .11-.- TER- - \ T��qUi�r,\ \ \ ��,_ 'I\--- -.-.-----_-:�-�I� ____ _,_ . - __ 0 ru 1. E _:�__,?, , 1-� , \ \ ( �_,-- �� rS�____­_ _�_.�:­__ ___ __- ,.- � -__�_- � \W,Ul�Wys �E�?jLINE, NO PLANT REMOVAL, OTHER THAN DEAD, DISEASED OR NOXIOUS VEGETATION, SHALL TAKE PLACE IN THIS ­_��__ _�­ ___:�:_ __ ___�_ . I I ,-­ . 11 . � I -------' L__________ / - I I \, \ ( '.PL ,----------, 1 ,::7- 7 - ------- �_� -- . � , X I q� "\\ \ 11 AREA, ONLY LIMITED GRADING AS SHOWN ON THE APPROVED SITE PLANS, AND ONLY THAT WHICH DOES NOT _�� I /I I - -- � . - _-::n-----��- _- _­ __­ I i L_-_ ---- - �� 1 QF \ 7 Hk, 04 F'\(PR \ \ _��,� --- - /---- �_ :_�­_ � ,_�7 - _/ ____ - _+ 1��- - ,�_ __ ��� ,� I ei / �/ \ . \ __�>_.7� ___ __� - _.. I f�03 r . � - ),'3 --- "_ � I \ \ N \ \ - REQUIRE THE REMOVAL OF TREES, SHALL BE PERMITTED, NEW BENEFICIAL PLANT MATERIAL MAY BE SENSITIVELY __ ____ I , I 'I - t J�,., / ,� --- 1�_____ 1�1* I - __ 2_ tzf-, \ I �/ _ I R�SIR2 ' I INTRODUCED TO AUGMENT THE EFFICACY OF THE HEDGEROW AS A SCREENING ELEMENT. PEDESTRIAN ACCESS TO .------ __� __ __ �,_ - .. \ - r__-, - - :WRAL \ \ \ \1 -4-- --- ___� �1' \ qe __ - ­-:7 �L.___ I � , - �� \ \ \ \ , ��-,, \ \ \ \ _�_� __ THIS AREA SHALL NOT BE RESTRICTED. , /,- ___ - _y \ ____-�aE­ - - ." R'_�_ _� I \\\ \ '_1 , --- / __ - - - �1 � L, �1_ I A�- ::---.-.------ ,---. - I I I ',.,, i \\ \ N t L I , x� - _�� . " :: L.- �-j��--f - ::��-- - I �� \ , �� / �- /---,///11`1_-­ ------ \ ,:,.'��(:�1-::X"­N I D. 1,�_9 4 \ P,, - \ , I , , z 111:11, \ , - - I ,,�----�-!F ,�� P , 0 \ \\\ \ k / -, - �, -) \1 ,)_ \ \ \ � / ,/ 1 // / / � �_� I - I , \ .1 I let.�-.,T\ ., : I - I ,,,�_.__ �, , 11 I � - ,p � --­(M 1 1 "I" I - - : ______� 7. THE OWNER SHALL PROVIDE SUPPLEMENTAL SCREENING TO THE SATISFACTION OF THE ALBEMARLE COUNTY � " - ­_­ I . 0 i :. q31 , ,\ ,.N L),5� 15�4 T, 9 5 _.�11 -------- �, ____ ---- - -- ----ty- �' � r ­­-----k j, , / 11 " \ . ". \ \ _____ 52 PLANNING STAFF, IN ADDITION TO THAT REQUIRED IN SECTION 32,7,9.8 OF THE ZONING ORDINANCE TO ENSURE /� i I ; �_l ", � . . + / I � \J \ \ 1� _( 1-1 - \�� __ - . -y- . I < I --A\ - / � � /% �___e;--- -7��'­___) - F­ - I \ . . / , �n.. _ ___ THAT THE SERVICE AREAS FOR PROPOSED BUILDINIGS WILL BE PROPERLY SCREENED FROM THE GLENORCHY � I , -3- �_,, __ _2_::__ I , .� \,\, , \ , r ,-\,\ � - 'Al , , _. ___ � , � \ !�,� '4,,_V ,� \\ \ ,\\ \'. fl, I 1. \ I r I I Y�­__( / ,� , ) )J .11 � ,�, / L_ � _", �1� - \ � � � \\ � I N \ \ � \ I / +�� I SUBDIVISION, THIS LANDSCAPING SHALL BE SHOWN ON THE LANDSCAPING PLAN TO BE SUBMITTED WITH THE �, `, /� / V"T I t/ I,--- X ��\ 1�, - .__ / �,. lc�f' . � ___�� __117,4__,__ 1 1 � � '� � I �1 \ I _ '__1 FINAL SITE DEVELOPMENT PLAN FOR THIS SECTION. �/ / - "� .1 . 11 1\ 11 i I . I \ , .. I ____ M4� Y L IA! � XT�D \,� / /,Y- i, I � \\ - -----------, ,/,� . 7��, ,�\X\ / ��__ - - ,_ ... \1 �BUR Y -- �t� �1�� I/ t I ) \ \ \ I- --- - __ I, ----I /- 4`> _'j, I , \ � �\ y/ qHIP _-L 0- tt� 8. THE OWNER WILL SHOW THE 25% OPEN SPACE ONI THE PRELIMINARY AND FINAL SITE PLANS AND PRESERVE V - 1�. \ \ r - R _ V_\ . / k \ �] e I il . - _�, . 1\ � ( __ \ AND/OR IMPROVE, FOR RECREATIONAL AND AMENITY PURPOSES, ALL OF THAT LAND WHICH LIES EAST OF THE \\\ [\�', / + - __ LI-Z. ER- CAN N\ � � I 0" i [ 1, \ \ - �) ; \ �\,\ ILoIN � � � -A � I \ I - \ \ \ 'I 1 ,.��,?,,(3 'L , \1 ,\ . I 8 U I \� U . 1, , V ___� i� ��EFL OPED - \� \.\, \ � 1 -,`N le' WE TMINS / _-, Ix V � I � I I I / . I INTERMITTENT STREAM WHICH TRANSECTS THE SITIE, THE LAND WILL REMAIN IN ITS CURRENT STATE EXCEPT AS k \\\ �� __)�,� I", \ / GE1 N ,_,1 i U, I I �. r_ � I I 11" I ,\\ ( E /0 , - � I vxu � / 0, DEEMED NECESSARY FOR THE POTENTIAL CONSTRUCTION OF A POND, WALKING PATHS AND OTHER RECREATIONAL X\ � \ ___K1_)_ I � � 9_� t �( P 0 � \�� �'\ \­,�"\,-�,\\\ \ \ <I'--.- 1), - / 01,01 I-, FEATURES AND INSTALLATION OF LANDSCAPE TREATMENTS AS SHOWN ON THE PRELIMINARY SITE DEVELOPMENT \\ HE t \ k \ \ \ \�,' \ \ \ 0 F - r F-1 it-:,, _Sr - ., � , 'A � U, 2 N� PLAN, ,\ I )i ,\ \ \ / , , - \\ X, -,-&)- � � _- 11 \ ­N\ \1 , \ 1, I - 1, _\ ,,^ I V/ I--- .. I � - -, , 1, 1� ,/ � � ,\. ( 9. A COMMUNITY ASSOCIATION WILL BE FORMED FOR OWNERSHIP AND MAINTENANCE OF ALL AREAS OUTSIDE OF V --- 11 \ N \ � e, \ 1� � \ ,--, ----- -- , - \ . 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I/ 1� I I _ -, d / 1, 6 I . I I � + � A �: 0 I I I - - + . . . + : .el I 111b, 11� LL_ 'Iizl� � _T-Mr-'78�2 /V/C,) . 1�1? + . �, I 1_(�- I / I - \ - I-- i �. _1._� F 1(j) I .. 'A - � ___� - � L�______ - � 10 + I + le \ , N \ Scale: 1" = 10, I - N `11z�� . � � � ----__ LLJ ,t, _ 00, - ---__ \ �c 11 + /I/ C 1--_ I i I , ---_____ / ) � . - - V) 1�1�`�+ tll�_�, \ .__-----\-./ ,��\ I- 1° cP Date: 6/21/04 1� ­____�11 . I i - _­ - ) - , ; 0'\ I lb� I X ,' . I ,�� �._ " ` I . \ I : I Project No.: 0204 1 - 1��,V, \ - C - . - � > _,�� . I , i . t�l I , '. / _r \ i .... /l/ I I . , . .. I t�s'+ _1\_ 415 .. , I - I . y - � 1, ..�, 1b - - . I _,�' . Designed: JHM/NUK I I \ , �,,.. I Al I 11 - . .", .. I , �� Checked: JHM A- 11 1.0 . ---______----- 1 ,�51' rl, I-, I _�_,\ I --N\\\ b '_� " - ( ,__ + + . ___1 \ , �j . . \ , r.�� I ------------ mma ' __1 I--- ' � � . 11_>0 I '_�,_­ - - - 11\ . \ I- \ ­ -11 \ --,---_ __�______ Sheet No.: \ � , ------ . 1,_\ I %\ '/- -------_____----- 1:� \ UIP + \ . I --- '. \ . 450 1�� - - \ . \ 1�� - "I' -------__ � _____ ; - - ( � - 1�1 Soo - .- I Scale I"=10' Contour Interval=1' I I ,�, 1, \,\\ I 11 \\ \ N " �\ \\ \ � -, I I \ , \ , \ / �i " \\ P � --- \ -------- P4� : I 1� ),',b, C�1P I I -?,�'ge \ . I __1 ___1 \ ___, ____�, \ - 11 - - - ter. � . - +I i \ 0 10 20 40 Of: 6 ___ - /% I r I McKEE CARBON F; M= / °o , aa­ S / / X 50U.9i3 X 500.85 �04.17 r;ag.60 , x \\ �0 51.2-39 x x �\ / =- PROPERTY LINE TO BE VACATED / � , / �� 94.05 / / l Xjf410 / l x4947 /X 49.9.68 / X 4.9.5..37/ / X X 491,35 \oll///- i / / `s 504.69 Xl / / / / / / / // /'� ly``\ r x 4U%2.82 I?03.73 / / / / / \ �1�:� lion / �199.66— /// X // 438,76 499.J7 / + / // // 46l x 89. loo 4.-0.76/ X4z5.42 X` / J—// AC X" x f36 /X�o3tif / / / // // X=3 j/ C rr 491.91 Ile I88.71 ---------------------— ----// �'_-- — f ��f — I j — — � 41 ---�Ei-457-8911. Q ------ _ —v—\�— ---- �E--�_820 --------X----- �--- -------05 3--------------- ------ -- ---- — ` G147.572 —aC 0 /0�00 so � F\ 9s O THIS SHEET TO BE USED FOR TOPOGRAPHICAL SURVEY PURPOSES ONLY Scale 1"=201' Contour Interval=2' 0 20 40 80 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND f�LANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its cbmmbn law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. V J V W CLS '^ w CIO � 0 V V H � �i W 'V Revisions: 1. 11/30/04 ARB 2004-76 ZMA 2004-009 REVISIONS Scale: H:1" = 20' Date: 6-21-04 Project No.: 0204 Designed: TPW Checked: FVP Sheet No.: 4 Of: 6 CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND ILANNERS 301 East High Street Charlottesville, VA 22902 434-979-7522 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport 1 I Concepts, Ltd. V J U) 06 _ LU CL ct , Z < J 4.4 IIL UJ W V Z O Revisions: 1. 11/30/04 ARB 2004-76 ZMA 2004-009 REVISIONS Scale: AS SHOWN Date: 08/02/04 Project No.: 0204 Designed: YH[TPW Checked: FVP Sheet No.: 5 Of: 6 'J / ,--- / �S-1 OR ) / ," ES-2 , � ,, r\� i ) J>/ /- ✓ / . d i ! 11. RIPiRAP ) /- ` /' r;,% /_ a / -' GEOWEB ( WSIMILARI, REINFORQEMENT. ANCHORED / AND FILLED WITH 80% GRAVEL, / 20%,,•TO�'SAIL WITH GRASS.-PL-ANTING _- - - '.. -- -- - __ _ _ ,, `7 "- S 4, ALL UTILITY PEDESTALS NOT MOUNTED TO THE COTTAGES SHALL BE PAINTED rU MA rcH v/ v, I r v �/ / L- � �/ v r v v vL- i �- " 'n/ _ ____ __ _____ _ ELECTRIC TRANSFORMERS, CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING RII/V VARIES ------------ _ ` ARE NOT PAINTED. TRANSFORMER COLOR IS 'PAD MOUNT GREEN' (BATCH # 06D32225W), \ \ MANUFACTURER: KEELER & LONG, WATERTOWN, CT, (860.274,67011; LOCAL SUPPLIER: \ \ \\ VANYO DISTRIBUTOR (800,800.7565)• �\ \, \ 5, ALL ELECTRICAL CONDUIT FOR DOMINION INSTALLED POWER AND SPRINT/CENTEL SHALL BE CONCEPTUAL GRADING AND UTILITIES PLAN PROVIDED BY SERVICE PROVIDER AND INSTALLED BY CUSTOMER, SERVICE PROVIDER f `�' SHALL PROVIDE PULL WIRES TO CONTRACTOR, CONTRACTOR SHALL TURN UP AND CAP ALL CONDUITS. 6. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER, _ z -1tI . I,-- -,",.-, ,/ - _. II.I.-I.. .i.:.FI-:II.I .t.:II.z1.I1I.IjA:...II...I ....:I I:I.I..I I I..I I 1111Ii,t 11­1 ,,I­1" \ 1­, ­", A1 ,,(­ \�. .�, � '/-',,iII I-",�",-1.I1 ..-­� -,. 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All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. 9;­P F--� 9 •0 � =� H -' w 4-) 0 U W � �ll 'y � - ,t! 03 5 _. Q../ �4 U � o V Revisions: - 9/29/04 1. 111/30/04 ARIA 2004-76 ZMA 2004-000 REVISIONS Scale: H:1" = 20' Date: 6/21/04 Project No.: 0204 Designed: TPW Checked: FVP Sheet No.: Of: 6 1