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HomeMy WebLinkAboutSDP200600063 Plan - Approved 2007-02-28r / LL. VV � M- CICIC/ \CUtLfl \5,�'MtCSUQ7gn %[UNE 21� 2006 ALBEMARLE COUNTY DEPARTMENT APPROVAL: DATELA PLANNING DEPARTMENT a DATE SITE DATA, BUILDING OFFICIAL ENGINEERING DEPARTMENT DATE OWNER/APPLICANT/DEVELOPER: AVEMORE, I -LC DATE � 1402 SACHEM PLACE ALBEMARLE COUNTY FIRE AND RESCUE SUITE 301 CHARLOTTESVILLE, VA 22901 ALBEMARLE COUNTY SERVICE AUTHORITY DATE (434) '974-7588 ATTN: TREVOR HENRY _ DATE ENGINEER: 1r� W ASSOCIATES, INC V1RGl lIA DEPARTMENT OF TRANSPORTATION 1402 GREENBRIER PLACE � CHARLOTTESVILLE, VA 22901 ZONING DEPARTMENT DATE v�. (434) 984--2700 31 ATTN: DAVID M. JENSEN, PE DATE ARCHITECT: WATTS LEAF ARCHITECT ARCHITECTURAL REVIEW BOARD r _ I01 NORTH MCDOWELL STREET 4� 769 SUITE 112 o� CHARLOTTE, NC 28204 � D ;!slT L-1 "13 OF 1 LANDSCAPE PLAIN VICINITY M A& P NOTES: L-2 1 r OF 18 LANDSCAPE PHASING PLAN SCALE: 1"= 3 0' 1, STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR AVEMORE PHASE II IS PROVIDED IN THE EXISTING FACILITY CONSTRUCTED WITH AVEMORE PHASE I. P-1 15 OF 18 PHOTOMETRIC PLAN 2. FIXTURE COUNT = 194 FIXTURE UNITS P-2 16 OF "18 PHOTOMETRIC DETAILS (N+OT INCLUDED WITH ACSA SUBMISSION) 3, AVAILABLE FIRE FLOWN PER ACSA 1S 3.�59 G.P.M. AT 61 P.S.I. 0-1 17 OF 18 PHASING PLAN 0-2 18 OF 18 AMENITY MASTER PLAIN INDEX OFS"HEErl'"Sk., SOURCE OF SURVEY: W�'I ASSOCIATES, ALBEMARLE Ct�Ui�1TY; VA l ADDRESS COUNTY CO�UI;IiIEiVTS. NDG C�Br/08/O5 d RBI//SAD STORY lJr�A1i'J lLttNiii9ENT DFiJJ 12/l�/Do --DESIGNED- 'T BY j _ 7 HFVV/JLN - — PROJECT. o 9 REVISION NUtIIIBc Ro 1- s = L PHASSEll :� , C PLAIN f NT So ADDRESS COUNTY COMMENTS. 1�JDl; 09,115105 NDG 06,/21/O6 ADDRESS COUNTY COMMENTS. DRAWN BY: r�'h A �9 1�.,��dSEN -'�ANN1�. 01 �f BE -- ' DRAWING NU,�ABBR, L' ADDRESS COUNTY COMMENTS. GLrY OAS;-07-06 5 ADDRESS COUNTY COMMENTS. G°LM Ddr/25100 REVIEWED BY.- , 14 Assocmnis � TITLE. C COS/E R SHEET CS ! CLM 10,111106 6 ADDRESS COUNTY COMMENTS. ._._,.____,..�,... 1 �� HF�W : d+' 147 i ?11 Ridge Road 14(P- nbrilex s lace a WWA ;NUMBER. �bburg, "Va 2 =542 Chayloftsville,'VA 22901 %" lalane. 43-.582.+6175 Phone. 434.984� /oo NriL DATE 204214',00 FILE NAME. DISCIPLINE. SCALE. Dq� �a SHEET NUMBER: i— t� 4214cs0lodgn CIVIL NTS 06121106 � O _,1 7 r-- r ADDED TREE PROTECTION TO ADDRESS ARB COM&IENT NDG r 10124106 1 E,' N 1. REVISION BY DATE NO, REVISION Rc //Slit, BY FILE. �V.\Codd\2O4214\4214cs0/,din MISCELLANEOUS NOTES 1` THIS PLAN IS TO BE USED FOR SITE -GRADING PURPOSES OUTSIDE THE BOUNDARY OF THE BUlLDlNGS, 2^ BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE C ON FENA FIRM 510005 0240B DATED 12/16/80^ 3~ THE AREA OF THE PHASE II PARCEL OF LAND AS SHOWN IS 3.94 ACRES~ THE BOUNDARY AS SHOWN HAS BEEN CALCULATED FROM AN ACTUAL FIELD SURVEY. 4. THE EXISTING ZONING FOR THIS AREA IS R15^ NO CHANGE IN ZONING IS REQUESTED. 5~ THIS PROPERTY IS SERVED BY PUBLIC SEWER AND PUBLIC WATER THROUGH ALBENARLE COUNTY SE_RVTCE AUTHORITY. G. THIS SITE PLAN HAS BEEN DESIGNED TO ALBENARLE COUNTY NEIGHBORHOOD DEVELOPMENT MODEL STANDARDS AND PRINCIPALS. T^ THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. � B^ THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO � CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 9. NEW BUILDING UNITS' 32 UNITS �10. BUILDING SETBACKS: FRONT: 25 FEET°REAR; 20 FEET.S[DES; 15 FEET � <ALUENARLE COUNTY CODE 18-18.3> !11^ DENSITY, 31^30 DU/ACRE AFF ABOVE FINISHED FLOUR NI[ NOT IN CONTRACT AHD AHEAD NITS NOT TO SCALE BC BACK OF CURB O.C. ON CENTER BF BLIND FLANGE PE POLYETHYLENE BM BENCH NARK PROP PROPOSED BK BACK PVC POLYVINYL CHLORIDE C/C CENTER TO CENTER RCP REINFORCED CONCRETE PIPE C & G CURB & GUTTER REO/D REQUIRED ClP CAST IRON PIPE RE3TR RESTRAINED � CENTER LINE RL ROOF LEADER C.L. CHAIN LINK RT RIGHT CINA P CORRUGATED METAL PIPE R/W RIGHT OF WAY CO CLEAN OUT SAN SANITARY CONIC CONCRETE SHC SEWER HOUSE CONNECTION CY CUBIC YARDS so SQUARE DIA DIAMETER ST STORM DIP DUCTILE IRON PIPE STA STATION DS DOWN SPOUT STD STANDARD EL ELEVATION SW SIDEWALK ELEC ELECTRIC TBA TO DE ABANDONED EX OR EXIST EXISTING TBR TO BE REMOVED FDC FIRE DEPARTMENT CONNECTION TC TOP OF CURD FF FINISHED FLOOR TYP TYPICAL FH FIRE HYDRANT UG UNDERGROUND HD HORIZONTAL SEND UON UNLESS OTHERWISE NOTED HC HANDICAP VE3CH VA. E&S CONTROL HANDBOOK INV INVERT WL WATERLINE lPS lRON PIN SET WT WATERTIGHT 1pF IRON PIN FOUND 01 WOVEN WIRE J8 JUNCTION BOX YD3 YARDS LF LINEAR FEET 6»Y 6« VALVE LT LEFT NOTES: 1. THE SIZE OF THE SYMBOLS NH MANHOLE MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS GENERA[ UTILITY NOTES SHOWN MAY NOT BE USED. 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, DI5COVERED, 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 ALBENARLE COUNTY FIRE MARSHAL. PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO DE 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. G. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBENARLE 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,. 8^ ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3~0'^ 10~ ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED DR 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, 8ACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIF{CATIONS, SECTIONS 523.03~ 302, 303.109 AND 200~02 PER P.F~M` 13^ WATER AINY :�AENER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDAN,CE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER C5TRUCT[ON SPECIFICATIUN5, 14. A 10 FO HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 15` ELECTRICAL POWER SHALL BE DERIVED FROM BUILDING ELECTRICAL PANELS TO GENERAL SITE LIGHTING IN ACCORDANCE WITH NATIONAL ELECTRIC CODE. 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, RO0TS, NOOU, SCRAP NATERTAL, VEGETATTON. REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR D8JECTI0NAL MATERIALS. THE NAX{N0N 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 lNTEDED LOCATION. BACKFILL AND FILL MATERIAL: ASTN D 2487" CLASSIFICATION UW, GP, GM, GC, SW, SP, SN° SC WITH A IMAX[WUN A3TW 04318 LIQUID LIMIT OF 35° WAX[N0W ASTNI D 4318 PLASTICITY INDEX OF 12. AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING A5TW D 1140, NO. 200 SIEVE. SELECT MATERIAL: A5TM D 2487. CLASS IFICATION CW, GP, SW, 5P WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING &STW D 1140. NO. 200 SIEVE. 2^ USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES, US FILL AND BACKF[LL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6» LIFTS. 3. COMPACT LAYERS OF FILL TO 95 PERCENT BY A5TN D 1557 BENEATH AND WITHIN 25 FEET OF BUILDINGS AND STRUCTURES AND BY A5TN D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS. PAVEMENTS, WALK5, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION~ IN OTHER UNPAVED AREAS, COMPACT TO SD PERCENT BY A5TW 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. ALL LAND, ON OR OFF SITE WHICH IS DISTURBED BY THIS DEVELOPMENT AND WHICH IS BUILT UPON OR SURFACED, SHALL BE ADEQUATELY SEEDED AND STABILIZED TO CONTROL EROSION AND SEDIMENT IN ACCORDANCE WITH ALBENARLE COUNTY AND VIRGlNlA EROSION AND SEDIMENT CONTROL REGULATIONS. 5~ THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 6^ 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 DR STORM INLETS. 7^ ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 8. 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, 9~ PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE. CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A W{NlWUW 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER, 10^ CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 11. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIP[ CONFORMING TO ASTM C-76. UNLESS INDICATED OTHERWISE ON PLANS` 12~ ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1326 PART P AND OTHER APPLICABLE OSHA REOU[RENENT5, 13. TO THE BEST OF OUR BELIEF AND KNDWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY` 14^ 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. 15. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS [N THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 16^ REMOVE EXISTING LOOSE FILL MATERIAL FROM THE PHASE II SITE, REPLACING MATERIAL LIFTS AND COMPACT CLASSIFIED MATERIAL AS SPECIFIED ABOVE TO THE CONTOURS AND GRADES SHOWN ON THE SITE PLANS. 17~ PHASE II AREA DOES NOT HAVE ANY EMERGENT WETLANDS OR WATERS OF THE U.S` 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 AM 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 VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 4. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION 5lGN4GE REQUIRED BY ALBENARLE COUNTY CODE. 1. ALL ROADWAY WORK WILL BE PERFORMED IN ACCORDANCE WITH THE ALDERMARLE COUNTY STANDARDS AND VDOT STANDARDS AND SPECIFICATIONS. 2. ALL EXISTING UTILITIES WILL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 3. 3TABLE 3UBGRADE IS DEFINED AS THAT SOL{D, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITHOUT DAMAGING SETTLEMENT AS DETERMINED BY THE ENGINEER. 4^ WHERE UNSTABLE 5UBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BYCOMPACTION DR R[PLACEWENT A3 REQUIRED. 5. ALL CONCRETE SHALL BE CLASS "A3» UNLESS SPECIFIED OTHERWISE. 5. ALL BITUMINOUS SURFACE TO BE TYPE 3W-9,5A (VDOT) UNLESS SPECIFIED OTHERWlSE, 7. ALL BITUMINOUS BINDER OR BASE COURSES TO BE TYPE BM-25-0 (VDOT) UNLESS OTHERWISE SPECIFIED BY THEENGINEER AND SHOWN ON APPROVED PLANS, 8^ ALL DETAILS OF PAVING ARE SUBJECT TOFlNAL APPROVAL BY THE ALBENARLE COUNTY ENG~ DEPT. AND SHALL BE NOTED ON THE FINAL PLANS AND PERMITS. 9. SUBBASE DEPTH IS BASED ON AN ASSUMED CBR VALUE OF A. SOIL TEST OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO SUBBASEPLACEMENT. 10. TYPICAL ROADWAY SECTIONS ARE BASED ON VDOT CONSTRUCTION STANDARD SPECIFICATIONS. 11, ASPHALT SHALL MEET REQUIREMENTS OF VDOT, ROAD AND BRIDGE. 12. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAlNT, FACTORY WlXED, C0[CK-DRYlNG° AND NON -BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 13^ HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETEDTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG-12A. RAMPS SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. 14. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY AND VDOT STANDARDS AND SPEClFICATlUMS, 15~ ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 16. SIGNS; & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT 5JANIDARDS. SITE PLAN NOTES 1. ALL CONSTRUCTION SMALL CONFORM TO ALBEMARLE COUNTY AND VlRGlN[A DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CON5TRUCTlON AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLKW` 3^ EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. A. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. ALL lNTERNAL WALKWAYS, UNLESS OTHERWISE NOTED" ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SW&LES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED lMNEDIATLEY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER 4L8EMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. SIDEIRI4LK3 ADJACENT TO TR4VELW4YS ARE 6 FEET WIDE UNLESS OTHERWISE NOTED 10. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 11. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXI3TS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DUNE AT HIS/HER OWN RISK. SITE/ARCHITECTURAL SOURCE NOTES 1^ THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD RUN BOUNDARY SURVEY PERFORMED BY WW ASSOCIATES, DATED 10/19/01 AS BUILT SURVEY PROVIDED ON. ?~ THE EXISTING ORIGINAL TOPOGRAPHY IS BUILT FROM AN AERIAL SURVEY CONDUCTED 8Y GEO SERVICES. THE HORIZONTAL DATUM IS VA GRID, SOUTH ZONE, NAD-83(93), IN THE U^5. SURVEY FT` UNITS. THE VERTICAL POSITION IS ON THE NAVD88 VERTICAL DATUM. THE BASIS IfOR HORIZONTAL AND VERTICAL POSITION WAS DERIVED FROM �%lSTlNG GEODETIC CONTROL MONUMENT °8OYD". ! 3. NOTE: THE BUILDING INFORMATION (D7WENS{UN3" UTILITY CONNECTIONS, ETC.) SH0NN ON THESE PLANS WAS TAKEN FROM INFORMATION PROVIDED BY NANE: WATTS LEAF ARCHITECTS ADDRESS: 101 NORTH MCD0WELL STREET, SUITE 112 CHARLOTTE, NC 28204 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE MOST CURRENT APPROVED ARCH lTECTURAL/M,E.P. PLANS AND COORDINATE SANE WITH THE SITE PLAN, PRIOR TO BEGINNING STAKEOUT AND CONSTRUCTION OPERATIONS. PROJECT OWNER AVENORE LLC 1402 SACHEM PLACE SUITE 301 CHARL8TTESV[LLE. VA 22901 PHONE; 434-974-7588 GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY AL8EWARLE COUNTY SERVICE AUTHORITY' INSPECTORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE VY0RK' 2. THE LOCATION OF EX{ST|NG3 UT(L<TlE5ACR03S THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT' THE CONTRACTOR SHALL ON HIS OWN |NT}AT|VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THEALBEWARLE COUNTY SERVICE AUTHORITY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MIS3 UT|L|TY" /1-800-552-7001\. 5. 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. 6. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 7. VALVES ON DEAD END LINES SHALL BE RDDDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. B. RACKFLC}VV PREVENTION REQUIRED. 4 ADDRESS COUNTY COMMENTS. GUY 08107106 5 REVISED HEAVY DUTY PAVEYEAfF SECTION DMJ 12118106 NO. REVISION BY, DATE _i NO: REVISION BY DATE 4/-(}« UNLESS OTHERWISE NOTED ON PLANS 1^«�1' SLOPE UNLESS | OTHERWISE NOTED ON PLANS 4« MIN, COMPACTED SUBGAADE NOTES,. SIDEWALK TO BE POURED VDOT CLASS A3 C[lNCRE-TE^ [}{STANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. �� �F-� �� �&/ � U L^� K-� �� ~T' /\ KU ��{U ��- VV x�k� �� -~ U �Y- � �4K1 NOT TO SCALE 3,()n BM_25^0 ASpHAL 0 0 0 ;0 ,L, � c L � L&L PAVE [}\/ER PRIME AT 0'4 GA/SY- PAVE ()VEER PRIME AT 0.1GA/SY *1 1 [� /\� y �� r� K i ~� �� �� & � � ��K � �� �J~� [�Y- �� �� l - D � ( J Y X �� �� �/ � \��| � 8� � S E C" TI(Dit"'N' u" E T Al L NOT TO SCALE 2" SM-9.5/\ ASPHALT PAVE [)\/ER PRIME AT 0.4 GA/SY ` � �,�,K '~�- ��� \~�'�.y �l ^�� /��1 8�~�'-� K � k � �� K ~- V J� ] / � �� �� \/ �- ��/� �- �`� � S,-,-CTluiN DETAIL NOT TO SCALE )KHEA\/Y DUTY PAVEMENT SHALL BE USED ON ALL AISLES. THE LIGHT DUTY SECTION SHALL BE PLACED ON PARKING SPACES. wm E%TGlN_EEER__S SUIRVEYOM �� � LANNF---RS m7miM Ridge Road mmOrmbrier ftue DESIGNED BY: DRAWN BY. GUY REVIEWED BY: HFW WWA NUMBER: 204214.00 LEGEND EXISTING NEW DESCRIPTION --+:_3-5- --435--- CONTOUR (INTERVAL AS INDICATED ON SITE PLAN) 7/C w SOILS LINE f56.1 +56°1 SPOT ELEVATION TREE LINE HEDGEROW CENTER/EDGE OF STREAM FENCE AND GATE EDGE OF PAVEMENT --°�----- PROPERTY LINE _�. --- � --- --------- TAX MAP LINE ---�f/�/--- RIGHT-OF-WAY OVERHEAD POWER AND/OR TELEPHONE --f���- ---�~�--- SANITARY SEWER ---5�-- i ---��- | STORM SEWER AND END WALL, TYPE AS INDICATED ---�-- -�--�--�-^ WATER LINE TRAFFIC WIRE UNDERGROUND ELECTRICAL LINE UNDERGROUND TELEPHONE LINE ABANDONED OR REMOVED UTILITY STRUCTURE FUTURE STRUCTURE DEMOLISH OR ABANDON STRUCTURE �� x�� WATER METER �� >��` �ZH. FIRE HYDRANT JF1>C FIRE DEPARTMENT CONNECTION A� =�V �� ��v WATER VALVE U� �GV �� ��V GAS VALVE �^� �� J9261 SANITARY MANHOLE �J) ��T� �� STORM MANHOLE�� UK00 �� W08@ �� DROP INLET Co �� SANITARY CLEAN OUT LIGHT POLE TELEPHONE POLE, WITH GUY "~ -~ AND ANCHOR v ~� POWER POLE SIGN (�\ TREE BUSH RIPRAP 6� c/ IRON PIN ,lw STATION EQUALITY BENCHk4A RK mw T7 � NORMAL YY4TFR LEVEL COMPRESSOR UNIT SANITARY STRUCTURE SHEET REFERENCE C-1 STRUCTURE NUMBER STORM SHEET REFERENCE C-2 STRUCTURE STRUCTURE NUMBER NOTES: 1^ THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. PROJECT ~~ ,~~^,�~~RE., ~lL~, PHASE�9� �K~ 4���`�' �� zu��v/��/ ���a�� PLAN �� zx��Bu����x��u�� �~OU/�TY nx-R(i���uA TITLE: GENERAL NOTES FILE NAME: DISCIPLINE: SCALE: DATE: 4214GOI.dGn CIVIL. NONE 06121106 6t~ REVISION NUMBER. DRAWING NUMBER. \ G_/ SHEET NUMBER: /} OF 18 IN CONJUNCTION WITH THE CONSTRUCTION OF THE PHASE CLOSEST TO THE AREA SHOWN ON THE PLAN AS "RESERVED FOR PRIVATE ' ATHE CONCEPTUAL DEVELOPMENT PLAN DATED WAACH 2�, �001. LAST A. �T���T CONNECTION," THE APPLICANT WILL EITHER CONSTRUCT THE " REVISED MAY 102DO1 (THE "PLAN"), ATTACHED HERETO �� EXHIBIT �, ° CONNECTOR ROAD 0R BOND WITH THE COUNTY FOR THE CONSTRUCTION OF THE CONNECTOR ROAD. THIS BOND WILL BE HELD IS PROFFERED. ALL IMPROVEMENTS SHOWN ON THE PLAN WILL BE UNTIL THE COMPLETION OF THE CONNECTOR ROAD; PROVIDED; INSTALLED UPON COMPLETION OF ALL PHASES OF CONSTRUCTION. HOWEVER" THAT IF OLYNPlA DRIVE IS NOT EXTENDED TO A POINT THE CHARACTER OF THE DEVELOPMENT WILL BE IN GENERAL ACCORD WHERE THE CONNECTOR ROAD CAN BE COMPLETED WITHIN 15 YEARS, WITH THE FORM AND CHARACTER THAT IS SUGGESTED BY AND IS THE BOND WILL BE RETURNED TO THE APPLICANT, WITH INTEREST~ COMPATIBLE WITH THE PROPOSED BUILDING ELEVATIONS ATTACHED AS THE EXHIBITS LISTED BELDW` MODIFICATIONS TO THE ELEVATIONS F. UPON CONSTRUCTION OR WIDENING OF FONTANA DRlVE, THE SHOWN ON THE ATTACHED EXHIBITS WHICH ARE EITHER SUGGESTED / APPLICANT WILL CONSTRUCT A FOUR FOOT (4 > WIDE, CONCRETE BY OR REQUIRED BY THE ALBENARLE COUNTY ARCHITECTURAL SIDEWALK ALONG FONTANA DRIVE, BETWEEN AVENORE BOULEVARD « ^ REVIEW BOARD WILL BE DEEMED TO BE IN GENE�AL A�CORD^ AND STATE ROUTE 20^ EXHIBIT B "SHOPS," DATED 12-15-00 EXHIBIT C «APARTMENTS^ ° DATED 12-15-00 G. INTERNAL WALKING PATHS SHALL BE FIVE FEET (5' ) WIDE AND WILL BE EXHIBIT D "GARAGES," DATED 12-15-00 PAVED IN ASPHALT. EXHIBIT E «TOWNHOMES.» DATED 12-15-00 x " EXHIBIT F CLUBHOU5E, D�TED 12-�S-0O H ` PRIOR TO SITE PLAN APPROVAL FOR PHASE l OF 4VEWORE, THE APPLICANT WILL DEDICATE TO PUBLIC USE AN EIGHT FOOT (B') B. COMMERCIAL BUILDINGS WILL HAVE TWO (2) STREET FACADES WIDE RIGHT-OF-WAY FOR THE CONSTRUCTION, MAINTENANCE AND (EACH WITH AT LEAST ONE- STREET -LEVEL ENTRANCE)" FACING REPAIR OF A SIDEWALK ACROSS WILTON LOTS 16A, 16B, 17-1, 17-2 BOTH FONTANA DRIVE AND THE DEVELOPMENT. AND 17-3" ALONG THE COMMON BOUNDARY OF SUCH LOTS WITH STATE ROUTE 20. C. IN SATISFACTION OF THE RECREATION FACILITY REQUIREMENTS SET FORTH /N SECTION 4.16 OF THE COUNTY ZONING ORDINANCE AND IN T. THE APPLICANT WILL PROVIDE SUFFICIENT RIGHT-OF-WAY IN THE ORDER TO BETTER MEET THE NEEDS OF THE RESIDENTS OF AVEMORE, AREA BETWEEN WILTON FARM ROAD AND STATE ROUTE 20 NECESSARY THE FOLLOWING AMENITIES ARE PROFFERED: TO FACILITATE THE CONSTRUCTION OF A SECOND LEFT -TURN LANE 1^ THE V{/`�GE GREEN WILL 8E SURROUNDED 8Y 4 HEDGE~ LARGE FROM FONTANA DRIVE ONTO STATE ROUTE 2O. PROVIDED THAT SUCH ' VARIETY TREES, 2^ 5 INCHES \N CALIPER DR LARGER AND OF �x RIGHT-OF-WAY WILL NOT CREATE A ZONING VIOLATION FOR ANY SPECIES COMMON TO THE AREA, WILL BE LOCATED EVERY 40 FEET EXISTING IMPROVEMENTS ALONG THE PATH OF SUCH NEW RIGHT -OF ON CENTER BETWEEN THE HEDGE AND THE TRAVELWAY WAY. THIS RIGHT-OF-WAY WILL BE PROVIDED AT THE TIME THE SURROUNDING THE VILLAGE GREEN~ THERE WILL DE ACCESS AVEWORE ROAD PLAN IS APPROVED BY ALBEMARLE COUNTY. POINTS TO THE VILLAGE GREEN AT EACH OF THE FOUR CDRNERS, J. THE OPEN SPACE SHOWN ON THE PLAN ALONG THE SHARED COMMON BYEACH OF WHICH WILL CONSIST OF ONE (1) GATEWAY FLANKED � BOUNDARY WITH LOTS 1 THROUGH 10~ FONTANA, PHASE 1, WILL « ^ TWO (2) BRICK CORNERS THE HEDGE WILL 8E AT LEAST 24 HIGH / CON�I�T OF <I) A FORTY FOOT (4O ) BUFFER WHlCH WILL NOT BE AT PLANTING, AND THE GATES AND BRICK CORNERS WILL BE , DISTURBED DURING CONSTRUCTION AND (ll) A SEVENTY FOOT (70) » APPROXINATLEY 32HIGH.AT LEAST THREE (�> BENCHES WILL �E BUILDING SET BACK, PROVIDED IN THE VILLAGE GREEN. THE VILLAGE GREEN IMPROVEMENTS WILL BE BUILT IN CONJUNCTION WITH THE ~ K. THE APPLICANT WILL CONTRIBUTE THE LESSER OF (l) 50 7� OF THE CONSTRUCTION OF THE TOWNHOUSE SECTION PHASE OF THE COST OF INSTALLING A TRAFFIC SIGNAL AT THE INTERSECTION OF DEVELOPMENT. FONTANA DRIVE AND STATE ROUTE 20 OR (/}) $50.000 SUCH SUM TO BE 2. IN ADDITION TO THE VILLAGE GREEN° OUTDOOR RECREATION APPLIED ONLY TO THE COST OF INSTALLING SUCH TRAFFIC SIGNAL` FACILITIES WILL CONSIST OF AT LEAST THREE (3) LOTS TO DE IF THE COUNTY OBTAINS FULL FUNDING FOR SUCH TRAFFIC SIGNAL PLACED IN THE APPROXIMATE LOCATIONS SHOWN ON THE PLAN FROM OTHER SOURCES AND THE APPLICANT IS NOT REQUIRED TO (REFERENCE 4^16~2)^ , THE APPLICANT CONTRIBUTE TOWARD THE COST OF SUCH SIGNAL, AGREES THAT ITS CONTRIBUTION MAY BE APPLIED INSTEAD TOWARD 3. THE COMMUNITY CLUBHOUSE WILL CONTAIN AN OUTDOOR THE PORTION OF THE ROUTE 20 IMPROVEMENT PROJECT IN THE AREA SWIMMING POOL, INDOOR FITNESS CENTER, COMMUNITY ROOM, BETWEEN FONTANA DRIVE AND U.S. ROUTE 250~ SUCH PAYMENT WILL BUSINESS CENTER AND LEASING AND MANAGEMENT OFFICE FOR , BE MADE BY THE APPLICANT AT THE LATER TO OCCUR OF (X) THE THE DEVELOPMENT,�T LEAST TWO OUTDOOR (�) PICNIC TABLE INSTALLATION OF SUCH TRAFFIC SIGNAL (OR INSTALLATION OF THE AND AT LEAST TWO (2) OUTDOOR GRILLS WILL BE PROVIDED IN ROUTE 20 IMPROVEMENTS, AS THE CASE WAY BE) OR (Y) THE ISSUANCE THE AREA ADJACENT TO THE CREEK BEHIND THE CLUBHOUSE. OF THE FIRST BUILDING PERMIT FOR THE AVENIORE DEVELOPMENT. THE DIRECTOR OF PLANNING MAY DETERMINE THAT SUBSTITUTIONS OF RECREATION FACILITIES ARE IN GENERAL ACCORD WITH THIS 1-1 71MA 00-10'0 WAIVERS* VARIATIONSo MODIFICATIONS, SPECIAL USE PERMITS PROFFER AND IN SATISFACTION OF THE MINIMUM REQUIREMENTS OF SECTION 4 16 2 1 ` - ' ' THE COWMl3(ON APPROVED A WAIVER RLOULS|" IN ACCORDANCE WITH D. THE APPLICANT AGREES TO PARTICIPATE IN THE DEVELOPMENT OF A SECTION 4.12.6.5(C)" FOR ANGLED AND CURVlLLINEAR PARKING AS REGIONAL SW#/BMP FACILITY IN LIEU OF ANY REQUIREMENT THAT IT WELL AS A WAIVER REQUEST IN ACCORDANCE WITH SECTION 4.12.6.2 DEVELOP ON -SITE 3WM/8MP FACILITIES FOR THE AVEWOAE DEVELOP- FOR ONE WAY CIRCULATION AT IT'S^ MEETINGON JUNE 5, 20O1 WENT. SP 00_69; 1, THE REGIONAL SWM/BMP FACILITY WILL BE DESIGNED AND SIZED) THE PROFESSIONAL OFFICE USES SHALL BE LIMITED. IN COMBINATION TO PROVIDE A STANDING POOL WITH A WATER QUALITY VOLUME WITH THE RETAIL STORES AND SHOPS USES ALLOWED IN 5P 00-70, EQUAL TO 4PPROXIMATLEY 92.100 CUBIC FEET AT THE APPROXI�- TO NOT EXCEED 20°000 SQUARE FEET. MATE LOCATION SHOWN ON THE PLAN~ SP 2 THE REGIONAL SWN/8NP FACILITY MEETING THE ABOVE DESIGN FOR THE PURPOSES OF THIS SPECIAL USE PERNlT, RETAIL STORES AND REQUIREMENTS SHALL FULFILL THE AVENORE DEVELOPMENT'S SHOPS SHALL BE DEFINED AS THE COMMERCIAL USES LISTED BELOW: REQUIREMENT FOR ST0RWWATEA QUANTITY AND QUALITY FOR ALL PORTIONS OF THE DEVELOPMENT DRAINING TO THE FACILITY. a^ THE FOLLOWING RETAIL SALES AND SERVICE ESTABLISHMENTS: ANY PORTION NOT DRAINING TO THE FACILITY WILL MAVE TO ANTIQUE, GIFT, JEWELRY, NOTION AND CRAFT SHOPS, CLOTHING, MEET THE STORWWATCR QUANTITY AND QUALITY REQUIREMENTS APPAREL �N0 SHOE �H0P� DEPARTMENT STORE, �H�� STORE, , , ~ �Y MEANS �F A SEPARATE �TORN�AT�� MANAGEMENT pLAN' PHARMACY, FLORIST, FOOD AND GROCERY STORES INCLUDING SUCH SPE-CIALlTY SHOPS AS BAKERY, CANDY" MILK DISPENSARY 3^ THE REGIONAL SWM/8MP FACILITY WILL BE CONSTRUCTED BY AND WINE AND CHEESE SHOPS, FURNITURE AND HOME APPLIANCES THE APPLICANT4T ITS INITIAL EXPENSE. DURING THE Fl��T , , , (SALES AND SERVICE)HA�0�A�� 3T��� N0SICAL INSTRUMENTS , PHASE_ OF AVEMORE CONSTRUCTION,AND WILL 8E COMPLETED NEWSSTANDS, MAGAZINES, PIPE AND TOBACCO SHOPS, OPTICAL GOODS, PHOTOGRAPHIC GOODS, VISUAL AND AUDIO APPLIANCES, PRIOR TO THE ISSUANCE OF PERMITS FOR ADDITIONAL PHASES- SPORTING GOODS, RETAIL NURSERIES AND GREENHOUSES. 4. THE ENGINEERING DESIGN OF THE REGIONAL SWW/BMP FACILITY b, THE FOLLOWING SERVICES AND PUBLIC ESTABLISHMENTS., WILL BE SUBJECT TO FINAL ENGINEERING AND SITE PLAN BARBER. BEAUTY SHOPS, CHURCHES, CEMETERIES, FUNERAL HDME5, APPROVAL BY ALBEMARLE COUNTY'5 DEPARTMENT OF HEALTH SPAS, INDOOR THEATERS. LAUNDRIES, DRY CLEANERS. EN�INEERlNG^ THE DEPARTMENT 0� ENGINEERING WILL HAVE LIBRARIES,MUSEUMS, NURSERIES, DAY CARE CENTERS (REFERENCE , " THE RIGHT TO REDUCE THE DESIGN PARAMETERS OUTLINED {N ` ~ " , 5 i 06) EATING ESTABLISHMENTS, TAILOR. SEAMSTRESS, MEDICAL ' THIS ITEM D IF HYDROLOGY CHARACTERISTICS, HYDRAULIC CENTER. INDOOR ATHLETIC FACILITIES. (ADDED 9-15-93). FARWERS MARKET (REFERENCE 5.1.36). (ADDED 10-11-35). ENGINEERING, GEOTECHMlC4L ENGINEERING DR TOPOGRAPHIC CONDITIONS DICTATE 4 MODIFIED DESIGN. THE COMMISSION ALSO APPROVED A WAIVER REQUEST, IN ACCORDANCE WITH SECTION 4.12.6^5(C)" FOR ANGLED AND CURVILINEAR PARKING AS WELL AS 5. THE PROFFER SET FORTH IN THIS ITEM D IS CONTINGENT ON THE A WAIVER REQUEST IN ACCORDANCE WITH SECTION 4.12.6.2 FOR ONE-WAY AVAILABILITY OF CONTIGUOUS OFF -SITE PROPERTY AND THE CIRCULATION, COOPERATION OF THE OWNERS OF SUCH OFF -SITE PROPERTY IN III MAGISTERIAL DISTRICT ~~ RI\/ANNA PROVIDING THE NECESSARY DEDICTlON OF SUCH PROPERTY FOR THE PURPOSES OF CONSTRUCTION AND MAINTENANCE OF THE 5WW/8Wp FACILITY. THE OFF -SITE LAND WILL BE DEDICATED UNDER TERMS SATISFACTORY TO THE APPLICANT AND THE COUNTY PRIOR TO ISSUANCE OF A GRADING PERMIT FOR AVEN8RE, 6^ IN THE EVENT THAT THE APPLICANT DETERMINES THAT THE REGIONAL -)WM/BWP FACILITY IS NOT FE4S8lLE UNDER THE TERMS AND CONDITIONS OUTLINED IN THIS ITEM D. THE APPLICANT IN ITS SOLE DISCRETION SHALL HAVE THE RIGHT TO CONSTRUCT ON -SITE � SWM/BNP IMPROVEMENTS TO SATISFY COUNTY WATER QUALITY ` AND WATER QUANTITY REOUlREN[NTS. IN SUCH EVENT" THE PROFFERS SET FORTH IN THIS ITEM D SHALL BE NULL AND VOID. E^ APPLICANT WILL ACQUIRE SUFFICENT RIGHT-OF-WAY, AS ) DETERMINED BY THE COUNTY OF ALBEMARLE ENGINEER FOR A PRIVATE, URBAN CROSS-SECTION CONNECTOR ROAD THAT WILL BE CONSTRUCTED TO YDOT MOUNTAINOUS TERRAIN STANDARDS. SUCH RIGHT-OF-WAY WILL COMMENCE AT THE ROUND-ABOUT/PARKING AREA AT THE NORTHEASTERN CORNER OF THE DEVELOPMENT. IN THE GENERAL AREA SHOWN ON THE PLAN AS "RESERVED FOR PRIVATE STREET CONNECTION (24' PAVEMENT MAXIMUM)," AND WILL TERMINATE AT OLYMPlA DRIVE. THIS RIGHT -OF --WAY WILL BE PLATTED PRIOR TO APPROVAL OF A SITE PLAN FOR THE AYEWORE DEVELOPMENT. N0TE: SEE SUBDIVISION PLAT AND EASEMENT PLATS FOR ALL RELEVANT PROPERTY BOUNDARY AND EASEMENT INFORMATION REC0RDEDACOESS EASEMENTNB TO PHASE H \ D8. 2661PG. 3B \ APPROX.LOCAT0N OF 2O'SE@/ER LINE ESWT. ``` / �� /p�� � �� ���'�� D.B.1720 PG. 315 SIGHT LINE E eMEN SIDEWALK EASEMEN ACCESS EASEMEN PERMANENT DRAINAGE D,B.1729 PG. 315 & SLOPE EASEMENT � (D.B. 1729 P0. 315) APPROX. LOCATION OF---,,,/' \ {�@Mm /�-~EASEMENT 20'WmEx LINE ESw|� D.B. 1502 PG. 173 VILLAGE AT )PANTOP5,LLIC MULTI FAMILY DWELLING SIDEWALK 'T EASEMENT ct� DEDICATED /0 TO PUBLIC 16,9 USE VILLAGE AT PANT-OPSLLC ZONING: R15 BLACK, SUSAN W. SINGLE FkWILY HOME APPROX. LOCATION OFA 20'SEWBR LINE ESMT. D.B. 1416 PG. 205 ADDRESS COUNTY COMMENTS. NDG 08108105 REVISION BY DATE No. REVISION DATE - S (TO BE VACATEE/) LOT IA —iPF ON LINE \—IPF ON ZONING. R15 LINE AT USE: VACMIT — APPROX. LOCATION OF 30001 WILTON COUNTRY LIVIE --\u-����� N35,38'07"YY PLATD2J8741 PG211 /Yp 788`3`I8 Z0NING.R0 SINGLE FAMILY HOMES VILLAGE AT PA111TOPSLLC 7MP 788-5'48 < Z00%R15 MULT7F/WWLY DWELLING FRED D. SR. CHRISTOPHER H. FOSTER EDSAILL HENRY J. OR OR BARBARA C. SUSAN E. LOT I TEMEYER PS LOT 5 LOT 4 LOT 6 IPS ANTON S. OR ADELINE R. GARDNER OR IPS AT OAK STUMP �} ' / 'A~'E / / �'`> `r A'---- -- 0�SH��HEW � / ��_�/�~/ /��./ D���P��8 TMP78-9-61 PLAT D8.1416 ZO88A&� /05 — z '*c USE: MULTI- FAWWLY RE587EAD7/L ZONING- RIO SINGLE FAMILY HO WILTON LP. PLAT 8�1130FG./31 TMP 78-88 ZONING. RIO ,411ULTIFAMILY APARTMENTS NOTE: THE ZONING ADMINISTRATOR HAS DETERMINED THAT THE LANGUAGE OF PROFFER J. (RELATING TO THE 40' UNDISTURBED BUFFER) DOES NOT PRECLUDE REMOVING OE4O VEGETATION OR ADDING NEW LANDSCAPING OR REMOVING THE WATER TANK AND RELATED FACILITIES AS WELL AS OTHER TRASH. IV BUILDING DESCRIPTION PHASE 11 NO. OF BUILDINGS .................. .........1 SO - FT. (GROUND AREA) ... .......... ........ .58533 UNITS PER BUILDING ............. ......... .~~92 MAXIMUM BUILDING HEIGHT ........ ............ 42' Phase POrking reqUired = 489 Spaces Parking provided (Phase l Site P}O0) = 507 Spaces Number Of 5poo8o deleted from Phase I 7n Order to COnGfrUof Phase II = 5 Spaces Sub TofO| Phase 7 Park iDg = 502 Spaces POrhlng provided (Phase ll Site Plan) = 20 spaces Totalspaces provided in Phase { = 522 Spaces Phosell 92 Units @ 1`35 3pVO8s per VOlf = 115 5pOOGs 4 Employees @ 1 Space/Employee = 4 Spaces TOfO\ PQrK|DQ Required = 119 Spaces On -Site Parking Provided = 108 Spaces Off -Site Parking Provided (/M Phase l) = 11 Spaces TOfO) Parking Provided = 119 spaces Summary Phase I and 11 Total number spaces required Phase l 8 lI = 608 Spaces Number Spaces Provided Phase l & Il = 641 Spaces ,Y-Cross-Parking Agreement to be recorded. �__------JA// M. PLAT D.8J416PG.204 ZONING.- RIO SINGLE FAMILY HOME ENGwEERs SURWYORS h^�& M. MEN PLA_NWERS No. 1148�\7� ^� Assill-) mm Rldgo Road mmGmnbrie,Plaw - \77.26- '14 fRAIAT CONNECTOR ROAD F?N/KCEJ3 EASEMENT IP S12002'33''E 10X).00' S1J~41'� 6O.28' 20'SEINER EASENEN V.B� 1728 PG. 315 / v/ L8 -AREA RESERVED FOR SEWER EXTEMT|ON D.B. 1267 PG. 155 ALBEMARLEHOTEL UMITED D,B. 1911 PG. .359 PLAT �BJ,965 PG-37 V= /�7J-9 ZDN6VG'HC /9ROV=B9Ty CURRENTLY VACANT IP� ON LINE NOTE: AT 20.49' PROPERTY LINE FROM POINT ^A' TO POINT "B"FOLLOVYS ALONG CENTER LINE OF CREEK AS IT MEANDERS. / ` / V1 PARKING TABULATION PHASE I PARKING RE(AUIREMENTS No. ype Bed oorrro Bedroom of space's Total Spaces Required DESIGNED BY. DRAWN BY: GLIV REVIEWED BY. WWA NUMBER. 204214.00 PROJECT.AN FEMORE, LTLC TITLE: I GENERAL NOTES 8� PROPERTY INFORYATION FILE' NAME: DISCIPLINE. SCALE- DATE: 4214G2DGN CIVIL NONE 06121106 FILE: �il.-\Cadd\204214\4P-14GO2.d_qr) 1'-21 SERVICE L a'W WL V .)l 44 it EXN BLDG. 21 FF - 400.50 Z 4�rs ' `''}T..Jr�Fu`-,'.f.�/ iJ Ex. BLDG. 1 _Sr `-- 4Iq (� FF - 41 6, 50 Fes' ° T ° a CO FF = 40t� 00 1 ° a, EX. BLDG 18 ° t °a(1� / ((�� ((�� MEFDCTER i u FF — 406.00 D UrD I 0 0-5 ERVIC l EVE ILEA T79qr\ I a� _ _A9®° a COI06 S 5 y S_G% B'W WL °B' V C< VaRYt_R � BeWL �, 27a00 1 26,0* 25°Co 24-Oo 23100 22.00 0u- Ilk i 407.30 1 W e \ EX BLDG 22 ° EX. BLDG 23U1, EX. BLDG 24 \ 1 A 405.65 a 406.85 �oadal \ FF° 403 0 00 20` SETBACK LINE�IOa.75 a' PL � _ 408o40 e a�7.�o j ,FF -°°405.50 105.67 AYE 4'"FS rF - 407.0�1°aa ° msnm.ra>�"mar' rmaarmm�eaYmavxarnm mwm _ � D`5 rEessvrirmmgwrwrrm�emmrmm ^—�.r mmsmgrrssra�rmaemmam mm +mere-x�- ema�cy.±�r�ym±a ese�a+.namr� -a - m' 8" PLUG ° '? O 92 °------_ 4 0 7 4 0 D v r / a /i} / �EX­.-CflNSTRU -= ! °ACCES`a -0_AAD IS f' _ m---- MA m C S J i{ J jr ON FO,VD o° ftGGR.6ASE ZE A'o.57 GRADE ROAD TO 6.71 t _ ACCESS ROAD SliA11. ° BE WITHIN EASEMENT S SHOWN ON SUBDIVISION PLAT 170RE, LLC Z_, D.' .2081 PG.253 788 3vlr 7_-LZ r ­R15 ` USE.-t ACANT\,_, FF = 417>00 EX. BLDG, 20. FF = 406.50 VVITf o l� e I-13 / N6 ° 10'26"N11i 18.02ft \ 2' YETER FDC PEVITER CT 0/ i _A 97 N9 1146 FV 25' FRONT BLDG. SETBACK LINE l �✓ti 7 O' ro' WE ATH;� G 1 E E �1 s NE T° g ---- —�'`� -==> I r % \ �° �' o° O NO AUC REFUSA A i 37S - 94 °AT 4 \ °RETENTION /. EXISTTING ` .POND ° '✓✓''o�,,} — \ \\ \ \ __--- _ \1 ----`" TH S RETENTION POND a1NAS E IGNED FOR STORMVATER � G v1A11 LEMENT FOR PHASES 1-11l. � E QRAINAGE AN A -, Q S�QIUiEN1 C �TRCiL CAC_CULTIONS \°REPARED BY \ ACV ASSOCIATE-," \TC AUGUST a° A% 71 ° REAR BLDG. SETBAC._---'"'—=- ° iJ •����� i 3�V�U11(/i , � ..-/ / �,'"r■raumunmrrrasi�esmrrreurr �r®�','�,'i`:��'� arrmr �m eenwra 38 0 77 _ CRITICAL SLOES ° / MI �,RING,' `5LP P �� A AREA ,R T ° \ �, % / AD 1 ( � a \ 2 5 + 1 ® 34 ACRES , 4 5 a5% WILTON AssocraTEs9 L.P. a %D.B.830 PG.125 ° PLAT D.B.1130 PG. I3/TOT L E S PR-n TMP78-88 ZONING, R USE; MULTI FAMILY RESIDENTIAL y NOTE, OTE, MAJORITY { R O CRITICAL g ig SLOPES ON THIS y �°gq,/ , a s" BEEN CREATED BY EXCESS FILL FROM PHA SCE I, j� A0, ° u ° ° / 4 - EXISTING DRAINAGE DIVIDE — as CRITICAL SLOPES ° _ : T1111P 78-58/ 9 s wr ZONING: R15 Q° ° USE. MULTI -FAMILY RESIDENT/ L D 5 _ L D-5 a" 283.95' 1 ADDRESS COUNTY COMMENTS. - NDG 08108105 - - _ 2 ADDRESS COUNTY COIIiIMENTS, NDG 09115105 3 ADDRESS COUNTY COMMENTS. NDG 06-121106 4= ADDRESS COUNTY COMMENTS. GI_+VI 10111106 ( NO. l,'EVISION BY DATE NO. REVISION DATE �- ---t- / E,IISTING TRcF ! r'lfE (7)IP) a a ° °� C N RAL OEMOLITION NOTES 1 CONTRACTOR TO LOCATE EXISTING UNDERGROUND SERVICES TO INCLUDE BUT NOT LIMITED TO ELECTRIC, CABLE, TELEPHONE, GAS, SANITARY SEWER, WATER AND STORM DRAIN " AND COORDINATE ROPER PROTECTIONAND/OR RELOCATE WITH APPROPRIATE OWNER/UTtLITY COMPANY. 2° CONTRACTOR I TO WALK THE SITE AND HE FAMILIAR WITH THE 1 SCOPE F DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED79B TO C I� T UCTNE IMPI�OVMENT 1'ILL, BE ° ° a PERFORMED Y THE CONTRACTOR MID E UNCLASSIFIED 3° DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL, OF CONCRETE a CURBS, CUTTERS AND SIDEWALKS, BITUMINOUS CONCRETE PAVEMENTS AND ALL MATERIALS CP VEGETATION CLEARED ° AND STRIPPED (AS DIRECTED BY THE SOILS ENGINEER) TO THE a EXTENT NECESSARY FOR THE INSTALLATION OF NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING ORDINA ' ITH qj4VtrTq _!�a A ANLl 17 tllF 17 AK1r) °ITH BUILDING ARCHITECTURAL PLANS. — a 4. THE CONTRACTOR SMALL PROTECT ALL PROPERTY AND STRUCTURES AND UTILITIES ON THE THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO THE PROPERTY DUE TO CONTRACTOR 5/32S ACTIVITIES HAL,L BE REPLACED IN KIND BY THE O ,COONTRAC TOR AT NO COST TO THE OWNER. ° ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND FIRE y f HYDRANTS AND STORM DRAINAGE UTILITIES THAT SERVICE THE / PROPERTY SHALL BE MAINTAINED DURING TIME CONSTUCTIN q°1 a THE CONTRACTOR SHALL L PP7" ODU CE A 3' , r /OF DEVELOPMENT COMMENCING WITH A RECORD.E05//TIjE3NTE AS / IT APPEARS BEFORE DEMOLITION IS BEGUN, r`VvATE9 P&37 PHOTOGRAPHICRECORD IL L, E MAINTAIN TRIM E / 11.-1-7 CON TRUCTION PROCESS° ZONING° HC ° EXISTING CURB AND Gi�T� �R, LIGHTS, I`T , � � � �I ��z� (j%aNT AND UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED, AND UNDISTURBED DURING DEMOLITION. CONTRACTOR SHALL COORDINATE THE REMOVAL OF BITUMINOUS CONCRETE PAVEMENTS, 3AUR AND GUTTER TER AND SIDEWALK d"LK WITH THE SITE E PLAN. THIS DRAWING r''� C !e REDUCTION ° PROVIDE AND SAW ,��Cq UT OF9�aEXISTING PAVEMENTS,ACURBS, IF HIS DRAY�lING IS A REDUCTION CURBSAND UTTER AND SIDEWALKS TO B DEMOLISHED. GRAPHIC SCALE: MUST BE USED 9a ALL DEMOLITION WORK SMALL BE CONE IN STRICT ACCORDANCE / WITH FEDERAL, STATE AND FOCAL LAVES AS WELL AS OSHA REGULATIONS. 10. CONTRACTORS/32S ACTIVITIES SHALL NOT IMPEDE USAGE OF EXISTING APARTMEMT UNITS. COOORDINATE WITH OWNER MAINTENANCE OF TRAFFIC/PEDESTRIAN CIRCULATION DURING , i 30 0 30 CONSTRUCTION. DESIGNED BY: PROJECT.; - � 9 � � , � — �� REVISION NUMBER.,NUMBER.,stVfJl IV 4I�W.� Hr DRAWING NUMBER DAVID M. JENS N v PL ?INNERS STJRW-, YOR-S DRAWN BY. JLr�I TITLE. � No. 11484 REVIEWED BY., C X 15T I �J I.7 CONDITIONS t✓ _I ASSOCIATES ry HFV1 SHEET NUMBER: 147I1 i1_jd9,F131uJ _402 ceubne_ Plat, , t DISCIPLINE. SCALE: DATE. i, WWA NUMBER. FILE NAME. �,ybb.�, Va.�sa? Cb�Iou���e, v� z�sa� / Q � �i� NAB. ee 434.582.6173 Phone. 434.9842700 � �� / U 2042/4.00 4214COl.dgn CIVIL !"-30' 06121106 � FILE. WACQdd\204214\4214cOI.dgn 60ti B M#6 CP#1 2 BM#7 C P#1 2 8j---- so LOT i LOT 2 LOT 3 LOT 4 0411 441 _4 LOT 5 LOT 7 7 LOT 6 xl� < LC 0? /Q q� E, LOT 1A JOT 18 LOT 2A LOT 28 LOTSE 111 a9 OT j8 POND 0 4 c T C> 0 —LAYOUT CONTROL POINTS_ DISC. NORTHING EASTING Z-HISELEF"X" ON RIM OF SANITARY MH*86--_ IN FRONT OF HOUSE *1506 ON WILTON FARM RD. EL-390.57 RAILROAD SPIKE WWA CONTROL POINT 0127 CP*127; EL-405.38 N 3,901,699.2516 E 11,498,491.4798 RAILROAKID PIKEWWA CONTROL POINT.*128 CP*128 EL- 451.08 N 3,901,489.2397 E 11,498,890768 CP*49 NAIL N 3,901,2243563 E 11,497,8924215 CNAIN 3,900,860.9099 E 11,498,867o5020 P*qq. L 'I v"' ANE NOTE: THIS PLAN INDICATES GENERAL SITE ARRANGEMENTS. REFER TO CIVIL DRAWING C-3 & C-4 FOR DETAILED PLAN. ADDRESS COUNTY COMillIENTS. NDG 08108105 2 ADDRESS COUNTY COMMENTS. NDG 09115105 J ADDRESS COUNTY COMMENTS. NDG 061E1106 4 ADDRESS COUNTY COMMENTS. GLM, 08107106 NO. REVISION BY DATE NO. REVISION BY DATE JLC:VV:\UUC1C/\�lJ`t�15`\Y!1 IDAVID M. JENSEN No. 11484 Am AWMW Rm ENc-mcum SURVEYORS PLANN-ERS AsSOCIATES 147 MjjlRid&3 Road 1402 Greenbrier Place T_ynchbwg,Va24502 C3aflottrsvilleVA22901 Phone: 434.582-6175 Phone: 434.9842700 www-wwassociatesx-et 4, SEE AMENITY MASTER PLAN SHEET 17 OF 17 00 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 80, 0 80, LE SIGNED BY: PROJECT. AVETMO"� I'-Ic REVISION NUMBER: HFWI,ILW P14-NSE T-1- - FMAL SITE PLAN DPAWJV BY: AEMARILECOUNTY,, W 4 GLbf LBRGTNuk DRAWING NUMBER. TITLE. - REVIEWED BY: SITE LAYOUT PLAN C-P HFw SHEET NUMBER: WWA NUMBER. FILE NAIWE. DISCIPLINE: SCALE. DATE: 204214.00 4214CO2.dGn _ CIVIL fl=80/ 06121106 5 OF /8 T co EX. BLDG. 19 13 Q e FF = 410.50 rDC Co FF = 408. 00 1 8 C ODOM W/ G TF EX. BLDG. FDC FF = a O 5 a O O � METER o 8 D_ F(7 4U D-5 �- 59 77 � � f Fr !8 I JN$ ING IMI ; U3FRA ING J_yCo IWNJEE (p) 44 711'. . - ' . - , V� S-6 y \ It f FJ VJ WL 'f3 o r _ ; ' C �r 5 (' 27.00 25,00 2G'GO 23'00 _ e T '�+aa±�r rr�r-ad+rmmw�rmeaeawao.r F -- - - E --�,• -�n' W } WE rri y . ° X. SANITARY-. - ----- ---•�... -'� • ' '. ' ' -'. •' _ _ _' ST,O Pam` _ ''.• •� "• '- '--•'''�'' -5 - - r'i`^ � "ram, •�S\/ SE ' r XSTOP 407.30 EX BLDG 24 A I" . . : EX. BL_DG° 22 _ 4os°o5 �° BLDG° 8� 23 406,408.4-1 _. /• 4 SIGN - - 408.40 �� ` ' D-5 an Q�-^.��- ��._,. --ar�r•m- - �r � m r r e� es +,� r r�f as ai m =s ae: �s.-c � aan am-r��+�an m er sr aqr r r rs zrr es m m m aw`r �x r-r��aa-ter- gem �! �c r m m m r � stv r �n m °m �a r a :� m r 407 Fo3. Do20SETBACK LINE 7°FS FF 4O7 O❑FF 400-50 FF 405°50 405.6 MENT- / JEX. 20' DRAINhG EASE %f).#as . ' •�,� .�sry REN r BEND f,•. , •q, . ' •.� ' '� ON - lm ft ! _,_ a t //-i',a` ,/-i',a. // i`,4` r/ r r %oo� .�14++yip dt .4o.o-,-r`3' •4ic,•-F �q,e• ,b %�i 4. x - d-:i2:3 • 8 i f9" '4�fi"W 3• nr t,OARD':� � AR : iQ-l'.-I"3. • �•R � r-. 9 o� fi .n r' d � a , � � � �.. ,',, •;.•..•..'.. .�.' -{- .'•..,-,., �. � ,...�.. •... .• .• .• .:- .•-:•-:••:'°:-�:''':-':•':•':•' .•..•.•_.�.'-:•':•':•':•'•C�JNC...-fll'J�111=`S�'R•-1'A :• :.-:• ':•-:'1::'":' '•:-':.:• . ate.' , % : ' .' .... •.�:��_�-. �. .• �fts< � -..., T A � } aI 25. E�ONfiLpC-..•SE 3 CK LT b F C B .g T I x R� a rJ � T �v 'a • ti• e �F 1' - �U � � � � .� / .. T �. I'�D C,'-P `.�..,-._�. _ .- ,., 9 •14 o N .• .• .• '' .• .•'.•� •- •. ..-- __ 8`W WL `B' WE - EX. BLDG° 21 4f� t(� E `J r 1 T q i e� d 1 F c -- 10' FOND ACCESS ROAD F AGGR. BASE, SIZE N0. 57 GRADE ROAD TO 6.7% ACCESS ROAD SHALL BE WITHINEASEMENT �\ AS SHOWN ON SUBDIVISION PLAT 7 . D-5 SITE 0 PROVIDM PROPOSED PROPERTY REVIEEW OF a::..'' :.:...:..:...'_.... .. ' x _ : ° . •. •d .9 a>� a'. r CO U/ �J 3'9 t P �7 • i F r � _ .-: •.•'.• .-'.•'••25'• .FF2,Di T•EiL G:.• ETr3A, K'.L•?N�,.••.•:.-' •'.•-;.-:.-- ''.•'. '.•'..•'.''. '.•' - .• �. :. MENITIES 4 THE PHASE I o � a \� Al G 11 `Ia'� l:ulMllV,ll ".i�� '%�•(� /-;.. ds '+�\� \ .'.'". ''.` ' HANDICAP PARKING ,'"'�,; G ` JINb o i , r / 4 � a. WALL sG\ i p STA.2•+12�} �y - v� s - •• ... 'TX2fit;:''$.: .::.•:.•:••:.._ _. •;.•""f ::.-:. ;� .•,.ID..'.•'. •. •; `.. J-\ !P"�,•. m'r.9 � � '�,.� 2>�. O.•-.•' -' .' .-•.' .•'.•'. .iJ �.. .b� ! �.� . .g r n. - to •��' ••''.• /IggR � `a, `41 A�. "'9.9 -..1�. . liY .•' •' •' .•'9• +�i• .3tliL':-::: :. �i, . - ,... + 4� �iS 'lid '�,'"a ' \ 1 a•. 4 . • T R STX 2NOR J4oCIS i ra! - gg is N, f 4: qr r ` � ,C ®� � '� t • ••• �d.�/,/// - ____'_"��.�✓''' •': • - i , d+ ion i91pr+Q /_ e✓ �� \ y 9 ' Pn 7 r ; o rL7 • . ^.-. ' »f TER . ' .. ' • . ' • . .. ' .. _ !', , 4, 1 4/ ` `2+`�g6.✓II"4" i t Ii� 3 �' �YJ •• .. . :.' '. :.r .•' ''- . .' : ' :"':' i•":•"''� '. dl f f i0 T i _ Z METER FDC FF = 417-00 EX. BLDG. 20, FF = 406.50 ��l T � I� Tta'afi"W� IS.0 ° ° 10 MIN. CLR. c TYP 3 ON BOARD � WALL 'Ibernarle County Engineering ..ITTEp : ��'' .- .• .•'.•'.• _ ..E EP.'.•-. - ::�a a �. IS EMSTIGeneral Construc Rans Notes for �)ite r ' '. _ 1- ' f a. 7:11a, HANIDICAP 1 RKING STORAIWAT' `° a �� `ab�G G . mil ; T In . G VAN ACCE ' , 81 r SIGN S 1. Prior to any construction within any existing 9 � . -� ' �� �', � , ar, .� �. ®. public ri ht-cif-way, includingconnection to POND.� � s a any exji Qng road, a permit shall e obtained from T : T ���€' N� ®/ -1 s artatic�rr ) of t Virginia De ar-trr ent THIS RETEN'TIOiN POND WAS T� '� / rarusp ��`� o This plan as drawn may reef DESIGNED FOR STORMWATER WATER METER ° ,�� accurately reflect the regairerrlents MANAGEMENT FOR PHASES 1-III. ' '"i >n�'' r, of t permit. There are discrepancies occur the CTE70 WATER— 6" FIRE SERVICE �,o` requirements of the permit shal . SEE DRAINAGE AND SEDIMENT U'e L7 �•�' ten/ Arch A TTAQV CONTROL CALCULATIONS PREPARED BY WW ASSOCIATES, INC. DATED AUGUST 29, 2003 T - 3 Doi DS BIJILDING 10 Mu CL R . ( 1 all SCREEN WALL a ' ' Ds CIS T Ds P. d , ram, > / _ NIn-, ®� �`� � �+a��,�����maci rz��ewrgeeraxrrlarrmm�ar rmrra mmrasrmr rrranr �sueamrrrrar®ubrm+xt�e LIMITS OF CLEARING GRADING (TYP) ADDRESS COUNTY CORiVENTS. NDG 031,108105 I 2 ADDRESS COUNTY COMMENTS. NDG 09115105 3 ADDRESS COUNTY COMMENTS. NDG 06121106 4 I ADDRESS COUNTY COMMENTS. GLY 08r/07/06 5 T �r ADDRESS COUNTY COMMENTS. GLM 08125106. - � - C ADDRESS COUNTY COMMENTS. -- GLU 10,111106 7 REVISED STORM DRAIN ALIGNMENT DI,1AJ 12✓18/06 NO. REVISION BY DATE NO. REVISION BY DAT E HOT TUB NCIR4-EffiRS a4"5 SURVEYORS DAYIIi M. JENSEN LANI .:S No.11484 ' NONA T ynchb *tj, Va 24509 Charlottesvill'% A 2.2901 Phonex 434.58-9.6175 Phone: 4.34.58:,2700 M. . All paving, drainage related materials and coristruction methods shall conform to current eaifiaations and standards of VDOT unless oherwise mated. 3. Erosion and siltation control measures shall he provided in accordance with the approved erosion control plate and shall be installed prior to any clearing, grading or other constructions 4> All slopes and disturbed areas are to he fertilized, seeded and mulched. The ma )mum allowable sleeps is lariarltaloertiaa® Where reasonably obtainable, lesser shapes of 3.1 or better are to he achieved. 5. Raved, rip -rap or stabilization mat lined ditch may he re wired when in the opinion.of the Albemarle aunty Director of Erg ineenn , or the Director*s designee, it is deeme necessary in order to stabilize a drainage channel. 6.. All traffic central si ns shall conform with the Virginia Manual Par Uniform Traffic Control Devices. 79 Unless otherwise rioted all concrete pipe shall he reinforced concrete pipe * Mass1. . All excavation for underground � e installation must compiy with 0 1 A Standards for the Construction lrlduiAry (29 Dl'R Part 1926). IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 30, 0 30, DESIGIVED BY. PROJECT elf--WIJLW ,M , TILC DRAWN BY: A1_,B. 1 ` .- Y, _ GL iV TITLE: REVIEWED BY: UTILITY PLAN HFW WWA NUMBER. FILE NAME: DISCIPLINE: SCALE: DATE: 204214°00 4214CO3°dgn C/'VIL 111-30' 06121106 W/ REVISION NUM8E R; T DRAWING NUMBER: C-3 SHEET NUMBER. 6 OF 18 FILE: WACGdd\204.217'\4214cO3.dgn ca � 110 F F 41 6. 5 0 FDc ! - i \ � -- �- \ METER `v o P OVIDE ADA _ co F FF = 408.00 �VAULT f T CO i �\ EX. 8 L D G. 1 8 c OM wi �� r� 1 RAI SITION 10 r q \ 2'MFTER s �� 1 EX. SIDEWALK � r F = 400. 00 - I / - 2 cosJ wi METER bo. e�5 5��� --� ( > CF•�SETER � � CJ-5 r FU,. r+-'i � } EX Ste' 5 -` - f%s ts� ' , TOP = 405.52 FF = 41 7 ° �`� `t7AUt- ...,_-� VAULT r ---- �4 8 INS I = 390.92 00 I - - - -Tn - 1 E tc L NE � > 6 I EA ANIN _� `� - EX. BLDG.UL. 2Q 0,j SERV CE LI E VV J ! . + a JO as (�, T I 404. i' i .. ^f' I em.n �, .f` 6.0 ( r` 'fib• 'OC a�� .to." D- ti » J} � �9�' _ v Z m U `� r 3 J 8%a a TOP = 403.71 FF = 406° 50 ! I� I -' I ' ( Ems-- 8ry vrL °�� I INV. OUT = 389.01 AI�JJJ�T E � T �3 INS. � T � 3 1044 8'111 V'Ir IB ��"'' '' :'' ��:�'.. �� � /I�I°�a lid a 3°03 / l 27°°° �b b 4 UqT( °PTO`_ EL 9° 4�a v % ,9 t I I ►�. ' '� = Q -s'°� �tJc° 2 02;;: - i#° OUT OSED DOGHOUSE v - 9 CO ° -- Ja ', � 40 .28 ty �aa �a,���a��re��.� EX SANITARY ro a:" AI\1H!OI E. SEE SHEET 8 ° G ° 4l.T OF 1 6 IGN' EX, BLflG. 21 ) °.,' I EX. BLDG° � f : \ STOP X. BLDG. 23 407.30 EX> BEDG° 24 �1 .': �". ': ': '"�k* " 1° T�_ It r, : SIO��i aos. s5 406.85 cos. Boa, r - 2©' SETBACK LINE 406.75405.500 ` - FF = 400. 50 b) _ r F 403 ° 00 m':'�L FF = 4o5.67� �r >�s FF = 407. 00 407.30 "S �,sS 1 L\ � mm._ m i , .7"Z!- 7e7-arz""e'-aK"esv a% e-f: r r \ eve aer<as. �IM..�t �,- _9a as zn, a �v m ae �, b �,9ae + m-" k3 __ _. e�c 5�a pl(,ys..,se,,.•.._. / . 9• #.b�.,a . r '�/ �`- � e>n e�� Q t o -t _ a � rr , ` - , -.' .� � , a ' • ' • '`92 �. *� �,w�i--'------- - y� � ! • - ..:. .. 65 � _ :e'u ,. � I o I� E s� �, . � ,, `�. _ � � ..----s-- ,' \ �````. ��� ' '� ' a ' _ '.'i� �_.� ��' ' -: ', tit . ' ' � � . ® � ® • � �i� •J - ,``' / y r °;► � `I- All .q�t 1tz'--t_ a, I y1n �� - --may � •�. - ' .� - DEPRESS CURB � b - T , a. 5 _ T / - W , R B ! _ W , v , 40 ' k ,�`�,� '•' .''.--••'••''.��:�:•��"°•�':�":�':�':-''-•"•'':-•:.••.--.-•.•':.- . .GONG. -1i1. r °• � t R U L 1 .T� , -:r9 as 3a7 a,e sn +!n ea n,i_?au r ,.` 1';• .•.' ,.'� .. •�. _ >t'1q .'. - ,Y"' .`r�-• T.• Y._.� . ' • ' • G'.itJa .. • . • - u, c __.'_--.-_.-_.i / �- t - 1 1 r C 7 a - R I AG. •�F' • �1 NT. A n \ -- j. �, _v, /,\e c+ •.'. ' .• ,� .:'� ._'�,'.: .,'. .:2,"a'- F(�.DI T'3L" G:: ETaA, ff:.L' NE..:.•::•:- :.':•''•'":- :•' •' .�'..•'. .'' .• •'!� �' � �" . - .•',•'_".'..•,.-•.' q�' .{t r'h r. } C+^' . : i - ♦ Ol + D(J� ' O . ' • ' • ' . ' 9 1 DS x \ ` . ' . ' d TVV \-ra%.tea ��� �, C� \ -- - - • t .: , as �- n, DS K5 5 D� - .Y �\ n , :r '� / - t f ROAD cc�s GRADE ROAD TO l39'1, a J , r N. _ / 6' AG R. AS 51ZE o 57 / � B E F P ` I -IA DIC 1 - i _ r V , 'i ,t ., �-� .• .- � .• . .ARKING , o ----- BO_ 0N ,�RD / ACCESS Ro SHALL au 7 SC EEN WALL � - . a. - F � ��� s :. '. :'': ': :.:. '. '. '. ".; ' ... . '.•' ` Ds SIGN �,� c_I 1VALL < WITHIN 49 t7 -/ C7 J wi. ®. 1.� • 1..5 J�J Q dr BE c,�5c,>� Ar !S SHOWN ON , A� - ®. • f• , . •- SU8D(VISION PUAT o°I , a o° Ga �x3.icy T 1 1 f 3 , . • •.. � • ..fir! �� • � • . -� o � 5 SITE: PLAN AM\EMENT ''���„ ..� � `� �n�anr r. ,a ,a � �' . '�s�.:''.-':•''.•'. ' � ': '.• �-"::.' ''': -:.-:.•':-'' '. ': ' ':.�. -• '.•\;,.-.'..' .• �; - � ;PROVIDED EIS ENITIE `��'� h • '� . � . . '. � � � PPROOSED �ITFIIN E E T W 4 �, ° .� 3 DS DS - a , 3 9 3 . 2 3 I I�I�IEI I''311 1AI o°o \a T -- - r , a . . oo � I`/JJ// 393-00 O G / " \� .62 TW-''4 2 °� ®b `.+`{,. ,� J.Y,•''. •'.' ,..•..• .`,'`e" .-..._'.A.i f >, v , f •.\ �'" \.'3J� "/// // ,rn0 1 \5() c3 jaV�3�\ 2 o a 2 '' , , _. . • . - •:� . ' - . ''' '.. . ' . • '. , ' -: , ' /` 1� ,�/ ' f �� t1�� �jr' °� f'41a .Y ,' •[�.• �r.-cT.G�•' ._ �,,-.• a. 34, 00,�" , 39 ,00 R rUa��, Q': ' a' ti- '•' // EAbF G r -- � � �' Ds �. '�,-'<,T•:'::.•'::::::'.'':' .''.: � - �'':•' '....,:�. •. �_�.�-:. '��.-'..:-_�.':-;' ....t7.i�, �".:: ,.......:ma`s q, TYP n�1�1t1\'`1 � �. \ � 1 °' � 3t' r ,a •� � j.�. � JCS' � � /--- J = .Oa �' a, '� , - a< D E P R4_ N °S / / a ,a; �c •', b, ; r' a, i N n C11 SABLE -1 N t �, � � � / ^62 �" aOR \ �V + � ,' Y,o .� I q, + .' ! n b I�cS) 'JI �'P� / 1 , 1 � 5-1- /J/J/ , Y./ - / POND /\ o DS DS �S „, r sf RETENTION FOND WAS � s ✓� GNED FOR STORMV�IATER `1 - �- � Co�� �? �92 02 , � IAi DEMENT FOR PHASES 1---111. �� T =Jug ' ' �-- � ' s �f „ 6 E DRAINAGE AN SEDIMENT, \ T . ti D �EJIM 1 IT )j 1 �, EE 4i �� � 3' DO GESTIC VVAI E -2a \CAA /SA - TARY 1� V C �ITROL CALCULATIONS ��� � ''�' j/J/ __ ]ER E_AJSLE EN" sAEI" AIELi o n6 c� ,� �� '�' D$ r l r' / - -` V%V A�, OCIAIE . �j�� r I 92 �\ - ' '. \� 1Q MIN.-, �at)n�r T� AUGUST 29, 2Q0 5 �\ \ 7YP�' J q U� � ._.-•-" �f t a`:�� \, \ ��� J 9 2 n � 5 \ � � �93.29 --..".•-•, � R ' , 1 / -, SCREEN WALL 3� 7 ° � „SH 392,62 ,�,,,� S f o, �-- 3 9 2 ° 6 ��� o� , a / i.� 1l� iT `� Ya "--`„ ✓ / 8 4;� NG 2 � \ q, / � q \ � • / ,r ,' ' C _ . A J 2 . 6 2 _ 39 a 0 a; 7 WSE INSE 1 t aF t i '�C�� / ✓ /�J �� .vas p"°`_'_ 4r (3 ' ^� .`ei ', d1 r `a`"'b , `' .,r..... - � CJ es xr,, aer w aIa r rra r iv ar s ' ' .. 92. 20 �j�lJ�\)Ut�jtL orr rs, 3wreu�� enaery3s� mre rangy ffia�e�era�r�esr�s mnasa® t r 3 9° Q s TW=392. 00 �. ? 39 a Jo ,'� SEATING �I 1 'r3 c y J 9 _ . 2 5 _ _ � I B �1=38�1, 25 Trl 30_ w A BGC1 G / B N= 8 .00 NI=393 "�V=3 6.30 1 , / l Tea =392. 30 o TW=392 �30 TW=393. 7:'f _� a _ / B -J 91 . t� ��=3 91 ° 0 0 �-W -3 9 2 a 0 0 � ,-- IF THI DRAWING A RE DUC, ON f ,RAPHIC SCALYi,AUST BE U'�E D / I ADDRESS COUNTY COMMENTS. - - NDG 08108/05 2 ADDRESS COUNTY COMMENTS. � NDG 09/15/05"-- J ADDRESS COUNTY COMMENTS. NDG 0612)(106 4� ADDRESS COUNTY COMMENTS. - GLM 08/07/06 - 5 - ADDRESS COUNTY COMMENTS. GLjW 10/1I1o6 6 REVISED STORM DRAIN ALIGNMENT & SPOT ELEVATIONS Dtv1J 12111106 N9. REVISION - - ---DY DATE NO. REVISION =L9Y DATE - _ DESIGNED Ea): � PROJECT. � � � REVISION NU118ER: NFyV l JLb✓ - � " LLC , DRAINING NUMBER,DAVID M. JENSEN LA-.S GLJ71 TITLE. No.11484 AssociA-rEs REVIEWED BY. SITE GRADING PL.i`-i!Y C-4 C%' l 147 Mill Ride Rs ad 14027Gr, kr PI SHEET NU;A✓l BE R. Lynchburg,V"a2 50Q Chm1otWsv111p VA_'2291�a_ WWA NUlYBER. PILE NAME. DISCIPLINE. SCALE. DATE. NAL 'I Lu e: 434.582 6175 Ph ®m: 434.984.2700 Ym w-wwassociaksm d 204214.00 4214CO4.dgn CIVIL P-39 06121106 7 OF /U FILE: W.\CGdd\204214\4214c04,dgp HE 420 410 T- 420 410 400 wto--cam >> 00 , rf) Wzo M>> ffOOIREMENT 780m: "�Rfo f OVER CEPITE FOOT-MIMN LIE OF PE, 06r) zz 400 390 FF-1404,00 EXISTING GiROUND I - 380 -370 390 380 C 4 to zFACE OF -6- CLEANOUT +--T' 370 I p SAN I—WY--SQW-F-f OWNED I DO -BWPM P JAT qD MAJNT,#ANJN _t r 8" DIP CL y 2 I t1,4,nn 1 -u-t1n 9 94-nn i 4.4^n I A.,-4,nt) ADDRESS COUNTY COMMENTS. IVDG 08108105 2 ADDRESS COUNTY COM1111ENTS, NDG 091-15105 J ADDRESS COUNTY COMMENTS. NDG 06121106 4 ADDRESS COUNTY COMMENTS. GLM 08/07106 5 ADDRE-S.S' COUNTY COMMENTS. GLIV 10111106 6 REVISED STORM DRAIN ALIGNMENT DMJ 12/18106 &.-.- NO.., REVISION BY DATE NO, REVISION By DATE /- ILL, VV.-\(;Gdd\ZUzrL'14\4Ll4cUb.dgn DESIGNED B Ewc-TTNEERs Hr"`W1,JLW SURVE YORS DRAWN BY. DAVID M. JENSEN >- PLA-NNEERS GLM No. 11484 AsSOCIATES REIIEWED BY: 147-MURifteRoad 1402 Gret-mbrier Place HFw 1—r-xchb-g,V-a2450'-) Q -IMfle, 31A 22901 WWA NUMBER: -N-AAL Phone. 434-582-6175 Phow— 4A984.2700 ww. w.v'1vmss00iafx,&upt 204214.00 C)Z/QVIPO�7 46-- PROJECT: A�XEMOIRE, u,C REVISION NUit,-IBER.- PHASE R - FLNAd, SITE PL-A--N 6 ,A,J,BEM- AMIJE, CO- UNTY, VURGM-LA, DRAWING NUMBER: TITLE. - PRIVATE SANITARY SEWER PLAN & PROFILE C-5 -I I SHEET NUMBER: FILE NAME.- DISCIPLINE. SCALE., DATE: HOR. I" = 50' 4214CO5.dgn CIVIL VERTZ. I" = /0' 06121106 8 OF /8 440 ! _ 420 1. _ — I� _ � —_� 3 _ — I ems' qq S_" = — EX! TING GR �Uiv!iD dt s'^^ b3 NOTE- 86 MINIMUM nQ- i sr � ------------------- co EXISTING 1 w o Q. � 40 _._.. .<._.a _--aY , ! _74 — c -i �= _ a 430 �� _ � �yy99 EXISTING GROUND 4 ..�`¢�' I} ,�.{g. �p;�.q �_ _ �� — NEW G D� ._ _-� E��Vy� �++ R ( t 6'-0" SEPA VERTICAL. A i0N —� I 410 . { --' .00 ..�__ -711 y i i nuSEPARATION - p�p(� ��y( 400 390 . . _ 30 �' _ 4 - �Sc _ ' VERTICAL ---'I ' r�iT�_ �0 �" 6" t�'�SEi���u VER! 1C AL K� -- "� 1 ��- _ __. ^ RCP CL °� " II! _1 LF 15 qp �^/Y CP CL 111 1. LF - 15" RCP *sgf�J d�q Cam, Ill _ —- - EX. 27 RCP .a 117 LF -� 15" RCP CL III - � N , s Z _ _.__ — ASS. ( � �+p�� to toC114 In 1A -- _..' to 0 - i C� 3 0 00 0fl 1 00 1 0 2- _.� ^� - -EG - -1 Ln vr _� _ _�+ M` 00 OD 000 it CD moor —tr if if 420 — 4� RADE 410 NEWGRADE Y _ 4, RE'i a �. _ E EL- .2 u ( EXbSTiN GROUN p � --� ILL ROUND t - CL _ y\ 275.74 L390 11 LF 27" RCS'' V _ 380 � 1.00; _ J `� yy � {�#y �yq o'k,1 "..✓ iW 00 a ti 111 z d N e � lw_ �97� 4 o 'Ed.PJ u A q C It a � a �. 1 �� a o -- _ L _Ill r�; _ - >C :- C\i , >0 o CL III ` CL '11 — L- ` CL 11 � 370 360 `� LF 1�RCS 3' tl}P o J` ✓G - L III 0.�� . o r o C�� +� �`;p�:� 9 c6lAala�� — L III u /�l o �r t-�p 3 a .` -�-�es�. r� (�' �'y $� LF '�. - -- i<Yo— % '� : ____N 10__ ��_ D9 - + — _ "`�U� y� 05o J 7 0 � li "' 0 _ _ _ p�6�" �'y y� .507. L' " oai ' ,) 0) if — e� CA Z �y. �g q �jqg, ..y�q�.y� ,.¢� �: ` SJ 9 3o1i13"r RTMENI— ER N li THIS DRAWING NG IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 10' 0 '10, �. HORiZ 50' 0 50` 91 z . nn I ADDRESS COUNTY COMMENTS o NDG 08108105 _ 2 3 4 A ADDRESS COUNTY COMMENTS. � ADDRESS COUNTY COMMENTS, ADDRESS COUNTY COMMENTS. _ NDG NDG GbV/ 09115105�- 06121106 081071,06 5 ADDRESS COUNTY COMMENTS. GLM 08125106 6 ADDRESS COUNTY COMMENTS, GLM 10111106 7 REVISED STORM DRAIN ALIGNMENT — DMJ 12118106 NU, REVISION BY DATE N0o REVISION BY DATL A� T' DESIGNED BY. PROJECT. ~' REVISION NUMBER. H _)N1JLl1N , # iSuRwyms DRAWN BY. � � � , E9_ - C _ �_ �4 DRAWING NUMBER: )AVID M. JENSEEN � �.Aa � t;l ilrl TITLE No 11484 � elCA - REVIEWED BY; WATER LINE & STORY DRAIN PROFLES C� -6 rlFW SHEET NUMBER: �47 �+1?t� � tdg�aa� �4l12 �rxbno3ar;2• F+tce ,— r Sr1 r r y„rt,, ,y �s�o Tldt s�tte,`�J L29flt !WWA NUMBER. FILE NAME. DISCIPLINE. SCALED DATE, `,J110 Konen 4A582.6315 Phmr,: 434.984,2700 H R Z 1° = NAL ww . 01 ma oc3atFsxui 204214�00 4214COOodgn CIVIL VERT: pr = j / s06121106 t —9 OF l 8 l-1LL: W. \,'add \L'04Z14\4214cUb,dgn 1 . _`va-oLT �.�1 ( METER VkULT o I'll 3 g - \- • - _ - - Is ° \ F F - 41 7 ° 00 '°'/ 1`�'� c°V"NGj . u]-- " - 'ERVIC L raE ,-- J 06 & RA IN - w* -�_ Co z ?� =ERV CE L, tE') i i I I - ,\ 11 \ i D-i5 ( ( ( (I ( - -rs PS Mu 1 { • % ~ (I D F - 40650 i / -- ffi t ° 8'W V✓! 'S' t / I ,N 8'V✓ WL 18, '-I ' _ { ° �i 14 -ii eiY ° ° i i N 4 ,�ep�'� } % --"1/ ��°,.,�'�4 p r _ 26,0(1 ° 27^Otl - _ q = 25'00 24 00 73>00 22.00 ° �.� � � w��������f � n Ex. SANITARY �� \j OLE. DOGHOUSE s �,, ii1AN1 TOLE. SEE SHEET 8 ° �-- -�- �° \ � i - OF 1 R--9-ET, II ° ° S 5 -1 CE Na ° O�r� C ASITT _ EX. BLDG. EBLDG° ° • 8° �en EX, B\ 07.30 EX. LDG° 4D5A-5 �n F ° 20' SETBACK LINE k 50 05.E 407,0�°FF 400.50 403 00 FF °° '`U� o t �\\ •"®®° WARD nnSS ,. 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'v^g� \ �.=7,l�7 ± ° �\ � � �' �' \ _ .- �S DS ° \ POND � •/may. 64 \ TH�S RETENTION POND eI/AS \ ,, L ,-.�`" � _ S e - ° . X E,IGNED FOR sT0RM�IATER \ � , `� �'--' _ °� _ � � �- �� �✓1AI C EMENT FOR PHASEs 1-1i1. T t \ 5 - \ .`" 6 .z - xFf j 2 5 \ • " FIR CIEP VI E -C \FE DRA1N-' Gr AND SEDIMENT/ � � � �• � \ ��'Oi�iT�FF - 404-92�� - � / �" 0�'ic AT UV TE r - /_�ANIiAR \ �� _IVEft E.66EMCN j \ \ C .1IRt�L CALCULATIONS �'� � �� �` Ds e ---� \ \ REPARED BY � ~\ �OCiATE -G-1 \ 41 yr r"6 • - o / •� � "1 0° MIN . --\ � , / T AUGUST �9 200,E � 0.9 ;y�qj 9pM����f ~\ \, ••\ ~�-- - .2\ PEA FF 393.29 L R ° YP �� \ / ✓ 71. ° \/ E N ,� _ _g Q --- _--0s.----_ • �. � s�� ��� ' � � (TYP) 12C `✓ 'a" \ / 'Z may!/� � f �. ! ��- - -'yA �'� •-� � J�9 •• •� / / � . EDI1\/IE1\1T C0N1TR0E I EGEND %. ® ' 4 _ v \`^ ss TEMPORARY ,NONE 3.02 CONSTRUCTIOti! cc ENTRANCE °ob, I 3.05 SILT FENCE X X- X \ / / / /2j °° ` \, SSF 0.05-1 ��V1RE BACKED SILT FENCE SSA SSF--- \� / LIiMI1S OF CLEARING AST -7® &\RADINi(�-,TYP) 0.07 AC 3. D77 STORM DRAIN lop y INLET PROTECTION \ A 2-8= 0.06 A Fal 3 TEMPORAR./ C = 0.74 SEDIMENT TRAP Y ,,. \ F.0_ TEMPORARY DIVERSION DIKE DOD\ i \ / ° OUTLET PROTECTION (� � ��� • \ / . ® \ Ej,2 ROCK CHECK DAMS E-5,31 TEMPORARY SEEDING a \ \ 3.32 PERMANENT SEEDING E-3 MULCHING 0mu ° 3.3 TREE PRESERVATION (� TOP PROTECTION - I ADDRESS COUNTY COIViVJENTS° --- NDG 08/i08/05 8 REVISED TO 1NC1_UDE DIVERSION DIKES AND ST I & 2 - -- DiVJ 12/I8/06 2 ,3 ADDRESS COUNTY COMMENTS. ADDRESS COUNTY COMMENTS. NDG NDG 09115105 06121106 4 ADDRESS COUNTY C01V MENT& GbW 08107106 � - 5 ADDRESS COUNTY COMMENTS. GLIVI 08125/06 6 ADDRESS COUNTY COMMENTS. GL M 10111106 _ 7 ADDED TREE PROTECTION TO ADDRESS ARE' COMMENT. NDG 10124106 N0 . REVISION_ BY DATE iY0° REVISION . - -- - - BY DATE �^ . �11_� w°w ar sa sa ss an am w w ae � tm w x® sa w sa sae aaf as � \ T 2-1 i END 0.6 /INC\ :17 LEGEND . It i ° a \ o_ 3 . � ° ° a 45 . END T -END Qjp AWN {{ -- C-ia SURTWEYOR-8 DAVID M. JENSEN PLA1.4 Assocmns 147 rill Ridge Road 1402 Gxmbricr Plate 1,ync?�a�I�„ 1l'a `�4�0:2 rlcstY��rllle, `V'1� 1�'3d31 Phone: 434.582,6175 Phone: 434.9842700 r�r. svwasssei�zes.sle8 DESIGNED BY: PROJECT AVE }O7f2at2M7 REVISION NUN18ER. DRAWN BY, ALIBE-M-N KILE JLVII COUNTY,VIRGIMDRAWINGNU,I9BER: TITLE: REVIEWED BY: EROSION ,AND SEDIMENT CONTROL PLAN EC-1 NFV;I SHEET NUMBER; ��lWA NUMB F tL NAME: DISCIPLINE. SCALE. DATFo r 1 204214°00 4214E c%dgn CIVIL 1 I - 50 06J2VO6 /t_/ OF /8 FILE: WACcjdd\2042I4\42/4ecOl.dgn [�������0���� �� ��[���0�����U�� ������������U NARRATIVE SEDIMENT CONTROL �����_ ���/�������� { 8 �� �� B. VEGETATIVE PRACTICES: ^ � W3-17 CONSTRUCTION ACCESS ROUTES: [`[������\_��`� �� 1. T0PSO|L|NC & STOCKPILING (T0),3.J0' TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE, WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO W|N|kWZE STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER. THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A i PROJECT DESCRIPTION STOCKPILES SHALL BE LOCATED AS 3H0VVN ON THE PLANS. PAVED OR PUBLIC ROAD,THE ROAD SURFACE SHALL BE CLEANED THR0UGHLY AT THE END OF EACH DAY SEDIMENT SHALL BE THE PURPOSE OF THIS PROJECT IS TO PROVIDE A NEW92 UNIT, ASSISTED L|Y|NC FACILITY TO BE LOCATED IN 2. TEMPORARY SEEDING (TS)`3.31.ALL DENUDED AREAS WHICHWILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED REMOVED BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ALBEWARLE COUNTY OFF FDNTANA DRIVE. THE PROJECT WILL REQUIRE GRADING, BUILDING CONSTRUCTION, WITH FAST GERMINATING TEMPORARY VEGETATION |WWED|ATELY FOLLOWING GRADING. SEED SELECTION WILL BE DEPENDANT ON THE TIME ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS PAVEMENTS AND SUPPORT UTILITIES. THE PROJECT WILL INVOLVE DISTURBING 3'99 ACRES' OF YEAR IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL HANDBOOK. TO LARGER LAND -DISTURBING ACTIVITIES. 3. PERMANENT SEEDING (P3)'3.32: PERMANENT SEEDING SHALL BE PROVIDED ON SITE TO PROVIDE STABILIZATION FOR ALL DISTURBED MS-18' TEMPORARY E&S CONTROL MEASURE REMOVAL: U. EXISTING SITE CONDITIONS AREAS. SEEDING RATES ARE IN POUNDS PER ACRE. FOR HIGH MAINTENANCE LAWN AREAS APPLY 200-250 POUNDS OF KENTUCKY 31DR ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL3 BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION THE SITE IS LOCATED EAST OF THE INTERSECTION OF FDNTANA DRIVE AND WILTON FARM ROAD IN ALBEKdARLE TURF -TYPE TALL FESCUE. FOR GENERAL SLOPES 31OR LESS APPLY 128 POUNDS OF KENTUCKY 31FESCUE, 2 POUNDS OF RED TOP GRASS, OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E&S AUTHORITY. COUNTY. THE SITE IS PARTIALLY WOODED WITH SOME OPEN AREA. THE SITE IS SURROUNDED BY SINGLE AND 20 POUNDS OF A SEASONAL NURSE CROP. FOR LOW MAINTENANCE SLOPES STEEPER THAN 31APPLY 128 POUNDS OF KENTUCKY 31 TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE FAMILY AND MULTI -FAMILY RESIDENTIAL AREAS. FESCUE, 2 POUNDS OF RED TOP GRASS, AND 20 POUNDS OF SEASONAL NURSE CROP. FOR SOUTHERN SLOPE (BEYON BLDG 15) APPLY 108 PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.. POUNDS OF KENTUCKY 31FESCUE, 2 POUNDS OF RED TOP GRA3S,2O POUNDS OF SEASONAL NURSE CROP, AND 20 POUNDS OF CR0VVNVETCH. MS-19. ADEQUACY OF RECEIVING CHANNELS-' Ui ADJACENT PROPERTIES THE SEASONAL NURSE CROP USED IS BASED ON THE FOLLOWING SEEDING DATES: FROM FEBRUARY 16 THROUGH APR|L USE ANNUAL RYE/ PROPERTIES AND WATERWAYS DOWNSTREAM FR{}kJ THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, THE PROJECT SITE IS PRIMARILY BOUNDED BY RESIDENTIAL LAND USES' THE SOUTH SIDE OF THE SITE IS FROM MAY 1THR0UGH AUGUST 15 USE FOXTA]L MILLET; FROM AUGUST 1G THROUGH OCTOBER USE ANNUAL RYE; AND FROM N0VEWBER EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUN(�cF FOR THE 'OF BOUNDED BY A STREAM CLASSIFIED AS WATERS OF THE U.S, WITH A SMALL EMERGENT WETLAND AREA. A THROUGH FEBRUARY 15 USE WINTER RYE. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING STATED FREQUENCY STORM OF 24-HOUR DURAT}ON.TORWVVATER MANAGEMENT WILL BE ACHIEVED THROUGH USE THE EXISTING DRAINAGE SVYALE CROSSES THE SITE IN AN WESTERLY DIRECTION AND DISCHARGES RUNOFF TOWARDS THE RATES: FERTILIZER 10-20-10 AT A RATE OF 1000 POUND PER ACRE; LIME OF AGRICULTURAL GRADE L|WESONE AT A RATE OF 2 TONS PER STORWVVATER RETENTION FACILITY, BUILT WITH THE PLAN ENT|TLED "AVEMORE APARTMENTS" DATED F[BRUARY 14.2003. PROPERTY OF WILTON ASSOC|ATE3,L.P. THE SITE IS ACCESSED THROUGH A CONSTRUCTION ENTRANCE ON ACRE, AND STRAW MULCH AT A RATE OF 1-1/2 TONS PER ACRE. BEFORE SEEDING, 4 INCHES OF TOP SOIL SHALL BE SPREAD IN AREAS TO FONTANADR|VE. BE SEEDED. APPLY FERTILIZER AND LIME UNIFORMLY AND W/X WELL INTO TOP 4 INCHES OF SEED BED. PREPARE SOIL FOR PERMANENT 3EED|NG BY TILLAGE OF TOPSOIL IN PLACE TO LOOSEN THOROUGHLY AND BREAK UP ALL CLODS TO A DEPTH OF O INCHES. REMOVE ALL |V. OFF -SITE AREAS STUMPS AND ROOTS, COARSE VEGETATION, STONES LARGER THAN 1-1/2 INCHES AND ALL CONSTRUCTION DEBRIS. SOIL SHALL BE WORKED D. MA]NTEN�NCE' ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, }NSPECTED'AND REPAIRED FILL MATERIAL WILL BE OBTAINED FROM AREAS OF EXCAVATION CONTAINED WITHIN THE SITE. SATISFACTORY BY SUITABLE AGRICULTURAL EQUIPMENT TO A DEPTH OF NOT LESS THAN 4 INCHES. SURFACE SHALL BE UNIFORM, SMOOTH AND DRA]NABLE. AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES EXCESS MATERIAL WILL BE REMOVED FROM THE SITE AND DEPOSITED AS FILL WITHIN THE PROJECT AREAS OF A FIRM AND COMPACT SEED BED IS REQUIRED. SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. AVEMDRE CONNECTOR ROAD AND LUXOR NORTH pANTOPS 4. MULCHING (WU),3'35' ALL TEMPORARY AND PERMANENT SEEDING SHALL BE STRAW MULCHED. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE ENO OF EACH WORKING DAY. V. SOILS C. W|N|kXUM STANDARDS 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. MS-1. STABILIZATION OF DENUDED AREAS` 3. PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF 30L ONTO EXISTING ASPHALT ROADWAYS. ACCORDING TO USDA SOIL SURVEY OF ALBEWARLE COUNTY, THE SOIL TYPES THAT MAY BE DISTURBED PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED 4. BOTH TEMPORARY AND PERMANENT ROADS AND PARKING AREAS WAY REQUIRE PERIODIC TOP DRESSING WITH NEW GRAVEL DURING THIS SCOPE OF WORK HAVE BEEN IDENTIFIED AS BEING DAVIDSON CLAY LOAM, RABUN CLAY LOAM, ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT WAY NOT BE 5. SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING DR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE AND 3TARR SILT LOAM. AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE BARRIER. TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. O. SEDIMENT SHALL BE REMOVED FROM AROUND THE INLET PROTECTION STRUCTURE AND RESTORED TO ITS ORIGINAL MS-2. STABILIZATION OF SOIL STOCKPILES-* DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. THE TRAP STRUCTURES DAVIDSON CLAY LOAM 23B DURING CONSTRUCTION OF THE PROJECT,3OU- STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STAB)L}ZED, THIS DEEP, GENTLY SLOPING, WELL DRAINED 3OU- /S ON NARROW TO BROAD CONVEX R0GET0pS DF PIEDMONT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL STOCKPILES 7. SEDIMENT SHOULD BE REMOVED FROM ROCK CHECK DAMS WHEN IT REACHES ONE-HALF OF THE ORIGINAL HEIGHT OF THE MEASURE, UPLANDS. THEY WERE FORMED |N THE WEATHERED PRODUCTS OF GREENST0NE' SLOPES ARE 2 TO 7 PERCENT. ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. REGULAR INSPECTIONS SHOULD BE WADE TO ENSURE THAT THE CENTER OF THE DAM B L0YYEK THAN THE EDGES. EROSION CAUSED THIS SOIL IS MEDIUM ACIDIC. THE PERMEABILITY OF THE SUBSOIL IS 0.6, TO 2'0 INCHES PER HOUR AND THE MS-3. PERMANENT VEGETATIVE COVER: BY HIGH FLOWS AROUND THE EDGES OF THE DAM SHOULD BE CORRECTED IMMEDIATELY. ERQD|B|L|TY FACTOR IS 0'24 TO 0.32. /\ PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT 8'SEDUWENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE E&S INSPECTOR, TO ONE HALF THE DESIGN VOLUME OF WET STORAGE. DAVIDSON CLAY LOAM 23C ' IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION. THIS DEEP, GENTLY SLOPING, WELL DRAINED SOIL /S ON NARROW TO BROAD CONVEX R0G[TOPS OF PIEDMONT M5-4_ TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: VUi SEQUENCE OF CONSTRUCTION UPLANDS, THEY WERE FORMED |N THE WEATHERED PRODUCTS OF GREEINSTONE. SLOPES ARE 7 TO 15 PERCENT. SEDIMENT BASINS AND TRAPS, STORM INLET PROTECTION, SILT FENCING, AND OTHER ME5URES INTENDED TO TRAP SEDIMENT SHALL BE THIS SOIL IS STRONGLY ACIDIC. THE PERMEABILITY OF THE SUBSOIL IS 0.6 TO 2.0 INCHES PER HOUR AND THE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE 1.Conduct preconstruction meeting with Albemarle County. ER00B|L|TY FACTOR IS 0.24 TO 0.32, TAKES PLACE. 2.Install construction entrance and perimeter silt fence and wire backed silt fence with tree protection and preservation fencing. MS-5. STABILIZATION OF EARTHEN STRUCTURES: Use existing paved construction entrance rood and construction ocoaao rood from approved amendment to Avernoro RABUN CLAY LOAM 71B STABILIZATION] MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER Phase |Site Plan, inotoUST i�1ond 5T �'Z along with diversion dikes �1,�2,1�3.and w4. THIS DEEP, GENTLY SLOPING, WELL DRAINED SOIL IS ON NARROW TO BROAD CONVEX RIDGE TOPS. AREAS OF INSTALLATION. 3. Clear and grub and grade site to elevations shown. Export excess soil material oa indicated in off site areas identified in (|V). THIS SOIL COMMONLY ARE IRREGULARLY ROUNDED OR OBLONG. THEY WERE FORMED IN THE WEATHERED MS-8. SEDIMENT BASINS AND TRAPS: 4' |nstoUwoter,ponit«ry sewer and closed conduit storm drain ayntonn and other underground ud|iti*a.|natoUin/et protection. PRODUCTS OF GREENSTONE. SLOPES ARE 2 TO 7 PERCENT. THE 50|L US STRONGLY ACIDIC. THE PERMEABILITY SEDIMENT TRAPS AND BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED. 5. Construct curbs gutter sidewalks, pavements and Building. OF THE SUBSOIL IS 0.8 TO 2.0 INCHES PER HOUR AND THE EROD|B|L|T\y FACTOR IS 0�24 TO 0.52. A. THE KJ|N|MUW CAPACITY OF A SEDIMENT TRAP SHALL BE 134-CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A 6.provide temporary seeding and dust control. DRAINAGE AREA OF LESS THAN 3-ACRES. 7. Temporary sediment traps --Iand#2 along with diversion dikes may be removed upon installation of the storm drain ayotarn` RA8UN CLAY LOAM 71C B. THE kJ/N/WUM CAPACITY OF A SEDIMENT BA5)W SHALL BE 134-CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A stabilization of the upstream disturbed area and county inspectors approval. THIS DEEP GENTLY SLOPING, WELL DRAINED �0L |S �N NARROW TO BROAD CONVEX RIDGE TOPS. AREAS OF ` ' ' DRAINAGE AREA OF 3-ACRES OR GREATER. & Prepare Landscape mrooa in front and rear ofBuilding, p|oce mulch around oUp}ontinga and perform permanent seeding, THIS SOIL COMMONLY ARE IRREGULARLY ROUNDED OR OBLONG. THEY WERE FORMED /N THE WEATHERED MS-7. CUT AND FILL SLOPES: Q.Upon County Inspectors opprovo|ond stabilization of disturbed areas remove mUrennoining temporary erosion and PRODUCTS OF CREENSTDNE. SLOPES ARE 7 TO 15 PERCENT. THE SOIL IS STRONGLY ACIDIC. THE PERMEABILITY CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A WANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING sediment controls. OF THE SUBSOIL IS 0.6 TO 2.0 INCHES PER HOUR AND THE EROO/B|L|Ty FACTOR IS 024 TO 0.32. EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED VYKH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. |X. CONTACT PARTY FOR E&S IMPLEMENTATION 3TARR 3|LT LOAM 79B M5-8' CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES, AVEMORE APARTMENTS LIMITED PARTNERSHIP THIS DEEP GENTLY SLOPING, WELL DRAINED SOIL (� 0M FOOT SLOPES \N DEPRESSIONS, AND ALONG SMALL ` ` ' ' CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR C/O ST0NEHAUS DRAINAGE WAYS. THEY WERE FORMED IN LOCAL ALLUVIUM AND CULLUV/0M WASHED FR(JkJ SURROUNDING PERKJANENT 0HANNEL,FLUWE OR SLOPE DRAIN STRUCTURE. 2421/VY ROAD UPLAND SOILS. 5LQpE5 ARE 2 TO 7 PERCENT. THIS SOIL IS MEDIUM ACIDIC. THE PERMEABILITY OF THE K�5-9. WATER SEEPAGE FROM A SLOPE FACE: CHARLDTTESVU-LE`VA 22903 SUBSOIL IS 08 TO 2O INCHES PER HOUR AND THE ER0O|B|L|TY FACTOR /S 028V\ CRITICAL AREAS ' ' ' ' ' WHENEVER WATER SEEPS FROM A SLOPE FACE' ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. (434)874-7588 THERE ARE SEVERAL CRITICAL AREAS ADDRESSED BY THE EROSION AND SEDIMENT CONTROL PLAN. STEEP W3_10. STORKSEWER INLET PROTECTION: SLOPES (21)�RE STABILIZED WITH VD0T STANDARD EC-2 DOWNSTREAM PROPERTIES ARE PROTECTED ' ' ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL RE PROTECTED 30 THAT SEDIMENT -LADEN WATER THROUGH THE USE OF SILT FENCING, FILL DIVERSIONS, DIVERSION D|KES,STORWVYATER CONVEYANCE CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. CHANNELS CHECK D��3 AND SEDIMENT BASINS. THE STREAM THAT BOUNDS THE SOUTHERLY 30E OF THE ' ' ' MS-11. STABILIZATION OF OUTLETS: PROPERTY B PROTECTED BY SILT FENCING, FILL DIVERSIONS, DIVERSION DIKES, CHECK DAMS, AND A SEDIMENT BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION BASIN. THE EMERGENT WETLAND AREA IS NOT IMPACTED BY THIS PROJECT. RUNOFF THAT IS DISCHARGED AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING THROUGH THE DRAINAGE 5VVALE TOWARDS THE PROPERTY OF WILTON ASSOCIATES, LP |8 CAPTURED BY ` ' ' CHANNEL. SEDIMENT BASIN NO 1 THE SITE ENTRANCE CONTAINS A PAVED CONSTRUCTION ENTRANCE ' ' . MS-12. WORK /N LIVE WATERCOURSES, WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO NUN\W|ZE ENCROACHMENT, CONTROL SEDIMENTVU. EROSION AND SEDIMENT CONTROL MEASURES TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCT|ON.NUNEROD|BLE MATERIAL SHALL X. ALBEKNARLE COUNTY GENERAL CONSTRUCTION NOTES ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL WAY BE USED FOR THESE STRUCTURES IF ARMORED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE V|RQN}A EROSION By NONEROD|BLE COVER MATERIALS. E3-1' UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL AND SEDIMENT CONTROL HANDBO0K, SYMBOLS, DETAILS, AND DIMENSIONS USED ARE TAKEN FROM THE HANDBOOK, M3-13. CROSSING AL|VE WATERCOURSE: BE CONSTRUCTED AND MAINTAINED ACCORDING TO W|N|WUW STANDARDS AND SPECIFICATIONS OF THE V|RG|N|A EROSION AS WELL AS THE yiRQ!N|A DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE STANDARDS, VOLUME 1'2001. WHEN A LIVE WATERCOURSE MUST BE CROSSED By CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY AND SEDIMENT CONTROL HANDBOOK AND V/RG/N|A REGULATIONS YR 025-02-00 EROSION AND SEDIMENT CONTROL VEHICULAR STREAM CROSSING CONSTRUCTED OF NONER00BLE MATERIALS SHALL BE PROVIDED.REGULAT|ONS A. STRUCTURAL PRACTICES: MS-14' APPLICABLE REGULATIONS- 1. TEMPORARY CONSTRUCT/ON ENTRANCE (CE),3.O2. TEMPORARY CONSTRUCTION ENTRANCES SHALL BE PAVED IN ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR T0 THE PRECON3TRUCT0N CONFERENCE, ONE ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. K�/N|�JUM VWATER TAP OF 1'' MUST BE INSTALLED WITH W3_15. STABILIZATION OF BED AND BANKS: WEEK WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. A M|N|WUKJ 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING MS-18, UNDERGROUND UTILITIES: ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE T0 BE PLACED PRIOR TO OR �� THE FIRST STEP |N CLEARING. AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING, STORM DRAINS, DITCHES OR UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE WATERCOURSES. CRITERIA. E S-4, A COPY OF THE APPROVED ER03|ON AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 2. CONSTRUCTION ROAD STABILIZATION (CR5)`3.OJ: STONE SHALL BE PLACED ALONG ROADWAYS AND PARKING A. NO MORE THAN 500-L|NEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. AREAS SHORTLY AFTER SUBGRADE IS REACHED TO MINIMIZE ERO�|ON AND SUBSEQUENT REGRADING. B. WHERE CONS|STENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, ES-5- PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES |N AREAS OTHER THAN INDICATED 0N THESE PLANS (INCLUDING, 3. SILT FENCE (SF) AND WIRE BACKED SILT FENCE (SSF), 3.05 AND 3.05-1:SEE DETAIL SHEET 12' EXCEPT FOR ANY DIVERSION DITCHES. BUT NOT LIMITED TO, OFF -SITE BORROW DR WASTE AREAS)' THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION WIRE BACKED SILT/ SILT FENCE BARRIERS SHALL BE INSTALLED DOWVN SLOPE OF AREAS WITH C. EFFLUENT FROM DEyyATER|NG OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING ADTH0R|TY, MINIMAL GRADES TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE ATTACHED SITE PLAN. AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. 4. STORM DRAIN INLET PROTECTION 0p}.3.O7, STORM DRAIN INLET PROTECTION SHALL BE PROVIDED FOR D. TRENCH BACKF|LL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. ES-�� THE CONTRACTOR \� RESPONSIBLE FOR INSTALLATION 0F ANY ADDITIONAL EROSION AND SEDIMENT CONTROL INLETS AS SHOWN ON THE PLANS. E. RESTAB|L|ZAT|ON SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 'MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION A3 DETERMINED BY THE PLAN APPROVING AUTHORITY. 5. TEMPORARY DIVERSION DIKE (OD),J.O9:INSTALL DIVERSION DIKES TO DIRECT SURFACE DRAINAGE TO F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES. TEMPORARY SEDIMENT TRAPS AS SHOWN ON SHEET l0 OF 18. ES-7, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND 6. TEMPORARY SEDIMENT TRAPS (ST)313'INSTALL TEMPORARY SEDiMEh8T TRAPS AS SHOWN ON SHEET 10 OF 1& DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION is ACHIEVED. 7, TREE PRESERVATION AND PROTECTION (TP)'3.38:PROVIDE "INTERNATIONAL ORANGE" PLASTIC FENCING IN LOCATIONS AS SHOWN ON SHEET 10 OF 18, FENCE WAY BE ATTACHED TO SSF. E3-8' DURING DEVVAJER\NG OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 8. DUST CONTROL (DC),J.39: PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON -SITE AND OFF -SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN, ES-Q: THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES PERIODICALLY AND AFTER EACH RUN-OFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS DR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE IMADE IMMEDIATELY. ST �1 BOTTOM DIMENSION ~ 19'X46'/BOTT0M ELEV. ~ 392.00 TOP DIMENSION ~ 35'X02'/TOP ELEV.~ 396.00 DEPTH ~ 4` TOP OF BERM ~ 307.00;YNDTH OF BERM AT TOP ~ 4�5' WIDTH OF OUTLET = 1O`/INV. OF OUTLET ~ 394.10 (WET STORAGE ELEV.) ST 1'2 BOTTOM DIMENSION ~ 22'X32';B0TTOM ELEV.~ 388.00 TOP DIMENSION ~ 38'X48';TOP ELEV. ~ 392'40 DEPTH ~ 6.4' TOP OF BERW ~ 39340;VV|DTH OF BERM AT TOP ~ 4.5' WIDTH OF OUTLET ~ 11';INV. OF OUTLET ~ 590.00 (WET STORAGE ELEV.) DESIGNED BY. 1'R0,1ECT: AKSIILW REVIEWED BY: No. ��ar� �� As ��� �� ' ���� HFVV ern�u 1402nenbrierPine, ��� �U����/ �/LF ����� �~ U � /oommvnuv��mnm 1 y | ��MX,^v � »uoue. 434�Ax.6175 asmr. 484.9841100 � | �� ��v 1'�x� �°� K�= ���"�D� .���" ���zu�����^ ����x��, m��u���^ru�� *-`~� �� �-�Lu�'�`�'^��r_uz��^COUNTY, �r vIRGM- ru k�@ �� T ��NT�0/ �_/ m.�/��/v cx ~�c_c///w�_/v/ CONTROL �c/�_ NARRATIVE AND LEGEND I DISCIPLINE. ALE. REVISION N&HBER. .J DRAWING NUMBER [�/`r) _ LL/ /� SHEET NUMBER. | | // /-b[� /[> ���/� � O�/�//[�� ! // L// /{J FILE. WACGdd\20421q-\4214ecO2.dgn 6" DIAMETER PIPE BOLLARD ! I a A t D •� D p D t p . D ! p t 1 V 1 CONTAINER ENCLOSURE SHALL BE MHIGH • �� p s STOCKADE FENCE c a A h D b b I h ° A A 6" DIAMETER PIPE p a A BOLLARD, CONCRETE FILLED, $ SET IN CONCRETE 3`o BELOW GRADE EXTENDING h l20° DEGREE h p 4' ABOVE GRADE ° S?AI'ING D b A PAINT OSHA YELLOW I p A• t 'R O b A A 31 DIAMETER 8)11'2 DEEP RECESSES FOR GATE CANE BOLTS°PROVIDE TWO AT LEACH GATE IN CLOSED AND OPEN POSITION. FIELD VERIFY EXACT LOCATIONS, Q , Q NOTE.A b A a A A A 4 DO NOT PROVIDE LOCKING HASP ! p t D t D t p DUMPST ER MUST BE ACCESSIBLE a A h AT ALL TIMES. / . CONCRETE PAD ° h DESIGN TO WITHSTAND /0,000 lbs° SINGLE (WHEEL LOADS 5,0 4°O Aq 3.0 �i �00 is o" 404.10 VU2.9XW2.9WWR 8" MIEN. DIJAPSTER DETAIL NTS 13 1000 2000 3000 4000 VOLU E (C.F) fir' I & ST , ASPHALT PAVING 4" VDOT NO. 21A 50100 6000 403.40 J_ CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 11W, 4„ 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLOW) EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRI-C- , I � I (WIRE �III1IC11C1�� I� _ 111L_- w Sherwood & Wyan STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. EXISTING A 3' PAVEMENT 5,1 FILTER CLOTH 6 ° MINj A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION 12' MIN. 70' MIEN. B 14VASHRACK I (OPTIONAL) VDOT "1 POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE :k MUST EXTEND FULL WIDTH OF OPERATION INGRESS AND EGRESS PLAN VIEW SECTION A --A RE - u cv viv n L UrC til14 Jr HI.0 - 10' MIN. i 10, MIN. EXISTING PAVEMENT ti l 10' P:1N. SECTION B-B PLATE 3 05-1 SOURCE: AYTED zrom 1983 11aTyland Standards for Soil erosion and Sediment Control and Va. DSiYC Plate 3.02-1 I ADDRESS COUNTY COMMENTS° _ - - NDG 08/G7g/06- 2 ADDRESS COUNTY COMMENTS. NDG 09/1'5/05 �_-- 3 ADDRESS COUNTY COMMENTS. NDG 06121106 4 ADDED TREE PROTECTION TO ADDRESS ARB COMMENT. NDG 10/24106 5� ADDED OVERLAND RELIEF,DUMPSTER DETAIL,, STAGE STORAGE DrlilJ 12118/06 CURVE & DELETE SUPER SILT FENCE DETAIL _F_ NO. REVISION BY DATE NO. REVISION BY DATE GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FILTER RUNOFF WATER - WIRE MESH �- ��- ��- FILTERED WATER i 4, d j'fIT' �{TIt III p Al CURB INLET SEDIMENT CONCRETE GUTTE 12' SPECIFIC APPI-ICATION 2 THIS METEOD OF INLET PFOTECTIO-N 13 APPLICABLE AT CURD INLETS WIT -ERE PONDIi IG IN FRONT OF T-HE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SIIALL DE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOU_R,CE: VA. DSWC PLATE 3.07- FENCING AND AR- ORING I � ORIP LINE \v PON I m�I 1 � 4 Y --PLASTIC PENCE CORRECT METHODS OF TREE FENCING s urce:_Ya.-DSCI( Plate 3.38-2 rRE E PROTECTION AND PRESKRVATION FENCING GRAVEL AND -WIRE MESH DROP INLET SEDIMENT FILTER 18" MIN /-- GRAVELx (12"MIN. DEPTH) RUNOFF WATER WITH SEDIMEN 4 \ e a \ Err e SEDIMENT `uWIftE MESH FILTERED SPECIFIC APPLICATION WATER THIS METHOD OF INLET PROTECTION I3 APPLICABLE 'r1 HERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT #3, 4357 OR #5 COARSE AGGREGATE. 0, DAVID Mn JENSEN PLANNERS No. 11484 � 1•y�clz8�c�, °17� y'.�fl2 Cr1orlenz'1Ir, VA 2`L941 3 Yhone:434.382.6175 Phone:434,984.2700 V.mcIate3met SILT FENCE DROP INLET PROTECTION 2 , 4" WOOD FRAME STAKE DROP INLET ACME GATHER EXCESS �y AT CORNERS PERSPECTIVE VIEWS { i ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT ,AREA (SLOPE NO GREATER THAN 5%) WHERE THE: INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C,F.S.) ARE TYPICAL. THE METHOD SIIALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY 1VIEDiA1�1S. SOURCE: N.C. Erosion and Sedhnent Control Plamin,7 and Desbi A Ii'1awaa1,1988 PLATE 3.07-1 POSITIVE OVERLAND RELIEF HAS BEEN PROVIDED SUCH THAT THERE WILL BE NO FLOODING OF !-HABITABLE SPACE BY THE 100 YEAR FLOOD/WAVE SHOULD INLETS ASSOCIATED WITH THE CLOSED CONDUIT STORM BECOME INOPERABLE, SUMPS ARE LOCATED AT STORM DRAIN INLET STRUCTURES 1-1,102,103 AND 104 LOCATED IN THE FRONT OF THE BUILDING, STORM DRAIN INLET STRUCTURE 3-7 AT THE CORNER OF THE PARKING LOT ADJACENT TO THE SOUTHEAST OF THE NEW BUILDING, AND STORM DRAIN INLET STRUCTURES 2-7, 2-8, 2-9, 2-10, 2-11 AND 2-12 LOCATED IN THE REAR OF THE BUILDING, SHOULD INLET STRUCTURE 1-2 BECOME INOPERABLE,SURFACE DRAINAGE WILL POND TO ELEVATION 402.,45 AND BE RELIEVED NORTHEASTERLY At OING THE CURB LINE TO INLET ,STRUCTURE I-5. SHOULD INLET STRUCTURE 1-1 BECOME INOPERABLE, cURFACE DRAINAGE WILL POND TO ELEVATION 402.94 AND BE RELIEVED NORTHEASTERLY ALONG THE CURB LINE TO THE CORNED OF THE PARKING LOT OF THE HANDICAP SPACE, AT' THIS LOCATION, SURFACE DRAINAGE WILL POND TO ELEVATION 402.94 AND THEN BE RELIEVED NORTHERLY OVER THE CURB,THENCE NORTHERLY OVERLAND THROUGH THE A119EiNITY AREA TO THE LOIN POIA17 ELEVATION OF 400,3.3 AT THE RETAINING WALL,THENCE OVER THE RETAINING U' A L,THENCE OVERLAND TO THE EXISTING STORMIWATER MANAGEMENT FACILITY, SHOULD INLET STRUCTURE 1-3 BECOME INOPERABLE, SURFACE DRAINAGE WILL POND TO ELEVATION 402.65 AND BE REIJEVED EASTERLY ALONG THE CURB LINE TO INLET STRUCTURE 1-4, SHOULD INLET STRUCTURE 1-4 BECOME INOPERABLE, SURFACE DRAINAGE WILL POND TO ELEVATION 403.0 (SPOT ELEVATION LOCATED AT EASTERN MOST HANDICAP SPACE AT BOTTOM OF CURB IS 402.50),AND THEN BE RELIEVED -OVERLANND IN A SOUTHERLY DIRECTION TO THE PARKING LOT LOCA7-ED TO THE EAST OF THE NEW BUILDING. SURFACE DRAINAGE WILL BE DIRECTED WITHIN THE CONFINES OF THE PARKING LOT TO THE SOUTHWEST CORNER OF THE PARKING LOT AT STORM DRAIN INLET STRUCTURE 3-I° SHOULD INLET STRUCTURE .3-1 BECOME INOPERABLE,SURFACE DRAINAGE WILL POND TO ELEVATION 401.75 (CURB HEIGHT),THEN FURTHER POND TO ELEVATION 402.0,THEN BE RELIEVED OVERLAND /N A SOUTHERLY DIRECTION TOWARD THE RETAINING WALL, THENCE OVER THE RETAINING (WALL SOUTHERLY VIA OVERLAND SHEET FLOW TO WILTON FARMS PROPERTY. THE BUILDING FLOOR ELEVATION IS 404.00 WHICH IS WELL ABOVE ANY OF THE AFOREMENTIONED PONDED (WATER SURFACE ELEVATIONS. SHOULD INLET STRUCTURE 2-7 (LOCATED AT REAR OF BUILDING) BECOME INOPERABLE, SURFACE DRAINAGE WILL POND TO ELEVATION .392.25 (SPOT ELEVATION IN SIDEWALK DIRECTLY WEST OF INLET STRUCTURE 2-7),THENCE BE RELIEVED NORTHERLY ALONG THE BASE OF THE RETAINING WALL TO THE NORTH END OF THE RETAINING WALL, THENCE TO WILTON FARM PROPERTY. SHOULD INLET STRUCTURE 2-8 BECOME INOPERABLE, SURF ACE DRAINAGE WILL POND TO ELEVATION .392.50 (SPOT ELEVATION IN THE SIDEWALK TO THE NORTHWEST OF INLET STRUCTURE 2-8), THENCE BE RELIEVED NORTHERLY TO INLET STRUCTURE 2-7. SHOULD INLET STRUCTURE 2-0 BECOME INOPERABLE, SURFACE DRAINAGE WILL POND TO ELEIVATIOrrI 392.50 ,�IIID THEN BE RELIEVED .SOUTi-IERLY TO INLET STRUCTURE 2-10. SHOULD INLET .STRUCTURE 2-10 BECOME INOPERABLE, SURFACE DRAINAGE WILL POND TO ELEVATION 392.40 AND THEN BE RELIEVED SOUTHERLY TO INLET STRUCTURE 2-11. SHOULD INLET STRUCTURE 2-11 BECOME INOPERABLE, SURFACE DRIVNAGE WILL POND TO ELEVATION 392.50 AND THEN BE RELIEVED SOUTHERLY 7-0 INLET STRUCTURE 2-12° SHOULD INLET STRUCTURE 2-12 BECOME INOPERABLE, SURFACE DRAINAGE WILL POND TO ELEVATION 392.00 AND BE RELIEVED OVERLAND SOUTHEASTERLY TOWARD THE TERMINOUS OF THE RETAINING WALL, THENCE SOUTHERLY VIA OVERLAND SHEET FLOW TO WILTON FARM PROPERTY. THE NEW BUILDING LOWER FLOOR ELEVATION IS .393.29 WHICH IS ABOVE THE HIGHEST PONDED (WET SURFACE ELEVATION OF 392L0, SINCE THE BUILDING ELEVATIONS FRONT AND BACK ARE A80VE THE HIGHEST PONDED EXTERIOR WATER SURFACE ELEVATIONS,POSITIVE OVERLAND RELIEF HAS BEEN PROVIDED SUCH THAT NO FLOODING OF HABITABLE SPACE WILL BE INCURRED. DESIGIVED gr: PROJECT: I E O , -- LLC REVISION NUMBER: AKSIJLW DRAWN BY: ..sCOUNTY,V -._. �_ JLW L- DRAWING NUMBER: REVIEWED BY: TITLE: EROSION & SL DI AEI E 1VT CONTROL EC-5 HFW DETAILS SHEET NUMBER: WWA NUMBER. FILE NALl1E: DISCIPLINE, SCALE. DATE: 204214.00 42I4ec03odyn CIVIL GRAPHIC 06121/06 I2 OF I8 FILE: WACGdd\204214\4214ecO3.dgn DATE:l9-Dec-06 /l.3/ I_ L__ EX. 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HANDICAP / BOA t�i.I BOD .- p ,° A, - . -: PARKING ,, .,, u / BO - ON oARD AceEss Ada/ SHALL SCREE WALL DS•.' .'". ',. .:. `.� ',. .:. _.. :: SIGN BE W1TH1N EASEMENT 1.5r i 1• , ta., AS SHOWN ON e'- \ . '. �- .i SUf3/!tJlS/ON Phil" , � ST <. '? � ,% - �`� . ' ' - ' -,' • . ' • . ' • • " / �\� ..t , TL PI -A IN IN HATCHED AREA -4 - #_, `�', - � �' ' .•`. . ,\- .' �� �.�.' ':i\�' :• ..\�. • U33�Tl S,r [ E �\ �, ry \INTERIOR PARKING SOT TEE,_ A OPY REPRESENT T PHASE C 9 �.. 1� 1 t� i.,S = 7'1 qS �\V -• ��'.. - .- ..... \. :J"3' \ -� .i f"' f 1 S - 51 .� \ .. �, ';\Ds ••.' .•"-'•.•-.. .•`-•'.••.-� `. , " ••,\;:• : A;" ® ARFaA OF` PARKIIlIG/TRA'1J,=L�1i1/�Y.� - �-.� I6r� SCE. F�1. TO BE PILANTED IN PHASE 11 DS # : ":•\ ':' ` 5/ 0!� �516 SQ. r7. 2258 S.F. REQUIRED �, .•".'•..••,.-• ' .•,.'-.•', ;ii%:- _•'I'.' � ,� - .. PIS. SITE E PLAN AMENDMENT , / , ,�\/ IA s Y \ Q,-� �. �j7. -' .' ° �•/�%i/i( .� 7'..,'; � /�, � �,;.. �, / �° .. •. {,. ;I'• COVERAGE t ,$, � ,�, - � ,, ,, ;�;,,,% �.,,,� >/ ��,!�� ,;-,:-f.' .' :••.• :••:• �• Q . �°��� KEY SCIENTIFIC �[,��rl_ AVEMOR PHASE I LANDSCAPE FLAN �0 � C <� ::_ � ;ram; � // m � / � / COMMONNAME EACH QTY. COVERAGE 'J � � � � t 1. "'\ , / � ` , .. .. . • , . /off// .. ::; 1 I4 �, =. , , / // '/\ tj DRAWING i �1 � o �v 9 SHEET i OF £� 1 � a r n � ! . ' . • . ' - ' •'-s" • • .. • . ' . ,.,. , /� TREES v. t - 6 ROOF \ ! / OUERCUS COCC(yc�l LOCATIONS HAVE BEEN REVISED Ds �. � �\ ' / u � , � scJ�iLET �AI< ,a \ • • ' . " ... - - Cr1 r(. >'3' 370 S.F. 12 4440 S.F. . DS "ATIONS CONFLICT-D NOT e 1 TYP / / 1 R4- 7 . � _ a WITH_ _ f 1 s \S` O : ' : ; , n " U :}\'!: LraGERbTROEMIA, INDICA 'tRATCHr2' :b �'. t a � J � � at� , . - EP, . • .';. •:. •..':. �� \j��/;; '/!' /i/ .L �iCriEZ CRAPE MYRTLE DRAWING o L-�2 O THIS A'a 0I � �.f \ r � /�/� �/ �' �� , � �`� � - - �N 7� S.F. �2 �2T S.F. PACKAGE SCHEDULE,\x //�//, KOELREUTERtA PANICULATA � \ \ v .. , ,� , /, .� � /- �,/� - - - ' -_�., � - t - , , < ice\ ,- c�oLD�r� �airaTRe� -, PLANTING SCHEDULE a � �� A � s - � /�V�� HANC P P RKING US _ \ /�\%�� , � �80S.F. =I- 1 520 S.F. -•. - - - -zr___ _ __ _ _ f AN CE��,r\BLE SIGN° r , a , V a KFY QTY. SCIENTIFIC NAIME CAL. NOTES AREA PER TOTAL \ \ t_ 3oc _= q, ./ _� f ST O / I IT CON. OTr ;, / //--"�,G--'�- r //�/ / o Z "CORi+IUS Kt7USct COMMON NAME TREE IN SF AREA IN S � � � � � � �/,,'/ D D�/%%//,% � 1-3 � vb° ��"' f<©USA DOGWOOD .• _ > .,.,_.._ ,,__� ,� i Hc� ,'-.-„ ��� `!28 S.F. I 128 S.F. V c� r. TREES _ `��' �„ COMPOUND-�%i�"� I_ `x Ds WATERMETER I A '1'T ��\a�7 ' _ 161.27' 10'Xo' W TrR 6' % 8 CARPINUS BETULUS FASPGATA 1/2H, 1 8 B FULL CRG-VN 0 552 � ����'� a\ ' c� FIRE SERVICE %- "8TV PYRAMIDAL EUROPEAN HORNBEAM � STRAtGHT TRUNK � g \ r f METER VAULT � / 1 / TOTAL COVERAGE 7012 S.F. ° - 1O FRONT FF = 404,00 3" DOMESTIC WATER tr H2O�� SA SAS! T_ T,r,i' 3" ���111v� >\ Ds 6U�R �ASEI�rEN Ds - , ' MAGNOLIA GRANDIFLORA, BUILDING 5 2" 6 8 -[-• 13 1 43 71 � � �� ' � \{� � `1 0' M 1 N ° - \ ` \ \ r s SOUTHERN MAGNOLVA CONSERVATION NOTES: REAR FF = 303,29 CLR, (TYP) ,, % MARKINGS: / ° _ - 40 JC '� SCREEN WALL �, SHC FULL TREES TO BE SAVED SHALL BE NIARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE CORNUs t<oUsJa " , 7 BULL cRovVN P DS DS / ~ \ ALL 20 2 I2. ��-B 128 2,5�0 •� TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS IDEEt�II t�OusA DOc';v®OD STRAIGHT TRU�Vi< � \ / � 53 os �+ ST Ds ,., ! > _ 2 8 D5 DS �- - • Q' INSPECTED AND APPROVED BY A COUNTY INSPECTOR. OC J 6 }tOELR UTERda! PANIrUfATA H,FULL _ rRp4vN -��, ,/ -� Q _ r , _\-..... �, -~-`-`•r` PRE -CONSTRUCTION CONFERENCE: GOLDEN RAIN'FREE 2 B+B STRAIGHT TRUNAK ''0 2,280 _ 4�0 ( -g - \ _�K 1 ®; TREES PRESERVATION AND PROTECTION MEASURE SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. °' ` =_ - EQUIPMENT OPERATION .AND STORAGE: -11 \ , . / HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL 21 >�aGE€STROEy�aA INDICA 'NArcHEz' 2>' 3' I3; B MULTI -STEM 77 I,c�17 < Q -- °' ' - z r / / _ r NArcHEZ CRAPE MYRTLE , _4 Sri+JtJ +rt a{> _= a �,, � r� ,oa Pia , -I� SHALL NOT BE PERMITTED WITHIN THE DRIP LINES OF TREES TO BE SAVED, SOIL EROSION AND STORM WATER DETENTION DEVICES: _ SUCH DEVICES SHALL V1IOi ADVERSELY AFFECT TREES TO BE SAVED. \ 3 QUERCUS COCCIN A FULL CROWN l/ /" 3a � 1I2,> 1 /T' [�-;-B 370 12,210 '.~--�` :y _,� 2 f.r'' SCARLET OAX TO STPAIGHT TRUNK /' l703 ' . 8 ST � FIRES: \ � 5� G� 7 „ �-- ' W's -' FIRES ARE NOT PERMITTED WITHIN •100 FEET OF THE DIP LINE OF TREES TO BE SAVED" e m \ � 1 JJ WHITEPINUS SINE B i B 1 18 1,C52 \ r/ / 1 ,>at•,. 1 � ,r/H�Tc P(f�c ° �� �..� TOXIC MATERIALS: HOT TUB �� TOXIC MATERIALS SHALL NOT BE STORED WITH IN 100 FEET' OF THE DIP LINE OF TREES TO BE SAVED. PROTECTIVE FENCING: TOTAL CANOPY COVERAGE 21,586 SF � - _ _ -,' (/:+F A PROPOSED BUILDING OR GRADING ACTIVITY SHALL C3c .-/ .,. � END ' 1-RI-ES TO BE RETAINED ��11Ti-{IN ''0 FEES-` \ � - PROTECTED BY FENCING. FENCING_ SH_,ALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A SHRUBS -.\ / �\ \ ° COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. TP AG 16 A»PUA GRANDIEOLIA 'LITTLE RICHARO' I8-24 3 GAL. 18-'24" SPREAD 14 224 AREA INCLUDED IN PHASE 11 DEVELOPMENT: 2.94 AC UTrLE RICHARD ABELIA _ TREE WELLS: r r � AREA IN PHASE 11 DEVELOPMENT REQUIRING TREE CANOPY: 2.94• AC WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIP LINE OF Tr`�+'EE TO BE SAVED, 1-' THEE BT 16 BERBERIS THUNBERGII 'CRIMSON PYGMY' 8--24' 3 GAL, 18-24" SPREAD 3 48 CRIMSON PYGMY BARBERRY \ WELL SHALT_ BE PROVIDED A[�11D A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. CS 4 CORNUS SERICE.A 'FLANARAME' 30" 5 GAL. 24-30" SPREAD 72 288 PERCENT OF TREE COVER REQUIRED: 15 PERCENT (.15 x 2.94 AC = 0.44 AC, '19,166 SF) YELLOW TIWIG DOGWOOD 'PROPOSED PERCENTAGE OF TREE COVER: 16.9 PERCENT (0.50 AC) TREE WELLS-. ILEX CORNUTA 'BURFURDII' NANa .t_. x= A 24_30" SPREAD) r SE WHEN T"I`_ GROUND LEVEL MUST BE LOWERED WITHIN THE DRIP LINE OF TREE TO BE SAVED. ;A TREE #8 24 r 3C} 6 GAL. i 4 336 AL8E141�\RLr COUNTY CODE SECTION. 37.7,99.t�.3 DWARF BURF-ORD HOLLY - WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 72 6LEX CORtNUTA 'BURFURDII' NANA 30it 5 GAL. 24--30" SPREAD -_ 18' D'NARF BURFORD HOLLY TOTAL. TREE CANOPY COVERAGE PROVIDED: i 1,586SF OR 0.50 AC \ TRENCHING AND TUNNELING: USED FOR SCREENING TOTAL EXISTING TREE CANOPY COVERAGE PRESERVED ON SITE: 0 \C \ WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS Or`"' CLEARING, IT SHALL BE DONE AS FAR AWAY FROM Y+4 A -_ _ ,., xK_,=5 - THE TRUNKS OF TREES AS POSSIBLE, TUNNELING UNDER A LARGE TREE SHALL_ BE CONSIDERED AS ,AN . TIE;{ GRE(VATA 'SOFT TOUCH' 1S-•24-" SPRF='°UI �' _ � iv f C' f' r1 . , ci-24 3 CAL. 1 ca 256 r" #0 16 SOFT TOUCH HOLLY v TOTAAL PROPOSED TREE COVER: 0.50 AC r E C FEEDER _._ _r- - _ _- __ _ ._ _- _-- ALTERNATE WHEN (T IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEE ROOTS. 1S 30 UE S-UW JUN PE A 'BLUE - sr�'P' 2-18 3 GAL. .tB SPREAD 11 30 PHASE 11 INCREASED IMPERVIOUS AREA ROADS AND PARKING AREAS): 2.35 AC OR 101 957 SF ( ) -�'� CLEANUP: _ - INTERIOR LANDSCAPE REQUIRED: 05 2.35 AC = 12 AC OR 5 227.2 SF r r r n r r LJ g 30" 5 GAL 18 1 \ \ PROTECTIVE FENCING SHALL # BE THE i, ST ITEMS REMOVED DURING FINAL CLEANUP. LIGUS7RUr+f JcPONICUni 2.� ,7G SPR;•'aQ AlAEI r __ r -� r •_ JJ __E PRIVET AL- 1,02o INTERIOR LANDSCAPE PROVIDED: 2 GOLDEN RAINTREE x 380 SF = 760 SF �, _ T ._ g z-DAMAGED TREES AND COMPACTED ROOT ZONE: INTERIOR SHRUB TOT _ 9 SCARLET OAKS x 370 SF= 3,3,30 SF DAMAGED TREE SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS L` RECOMMENDED BY A TREE SPECIALIST. SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES .1:1 SLOPE PLANTINGS 9 CRAPE MYRTLES x 77 SF = 693 SF INTERIOR SHRUBS SEE CHART BELOW 1 62o O THE TREES TO BE PRESERVED AND PROTECTED, SHALT__ BE AERATED BY PUNCHING HOLES ltr,'ITH AN S ( ) IF THIS DRAWING IS A REDUCTION IRON TSAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP Ai``44D MOVED BACK: CSX �4 cOrflNE,Aar�.R csarlclFOLtLIs 'SCARLET LI}aDER` 12 1 g' 2 GAL. 1 a j S" SPREAD _ _--_ G r , r - ,- SGARLFT LEADeR `NIL OWLEAF CCTONE,aSTFR GRAPHIC SCALE MUST BE USED ._ --.. - - _ TOTAL SF = 6,409 SF AND FORTH IN EACH HOLE UNTIL LOOSENED. FIX 187 FORSMtA X INTE.RMEDka 'ARNOLD DWARF' 12 1 & 2 GAL. 12 18" SPREAD _ _ SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES IA ARNOLD DWARF FORSYTHIA x- 128 ON -SITE PARKING .SPACES/10 = 13 SHADE TREES 1sUNIPERUS CHINENSIS 'SARGENITIf 12 18" SPREAD SHADE TREES PROVIDED: 10 SCARLET OAK AND 4 GOLDEN RAIN TREES _ 1C){ 1 i SARGENT'S JUNIPER 12-�1 t� - 7 GAL. - BY !\efEl/10RE, LL DATE I ADDRESS C001177 COMMENTS. J110G 08 /08105 8 R_EVISED STORY DRAIN >�GNIIENT DAi1J 12111106 � � � DESIGNED BY: PROJECT: � � REVISION NUtLIBEr?o -- � � fir.,,, ��' � 2 ,n00RES� cor�tlrry COt9a�1E1�1TS.. �v0G 09,/15105 .-._,..._ - � DRG _ 3 ADDRESS COUNTY COMMENTS. NDC' 06121/06 -� ~ _--- � � � �' iURVEYURS DRAB+IN BY; � � ADDRESS COUNTY COMMENTS. 11fT5, CL�rf 1J13107/CJS ! 1200 West Morehead Sheet, Suite 214 ORG � � I _ __ , U � � _ _�� DRAWING NUMBER.- 4 Q DAVID M. JENSEN Charlotte, NC 28208 -� �N 5' TITLE: 5 ADDRESS COUNTY CO,jMIENTS, GLM 0812-5/06 No. 11484 704.343.0608 fax 704.358.3093 REVIEWED _ _ WVtW.{?C{CU.CUIiI '+ � r'®1�V�.-7�f��� PLAN t ®l 6 _ ADORE SS COUNTY CCIUMENTS GUY I01II/06 1,/�J�� �� www.dr(jrp.com a 4 AsSOCIATE-.3t �Pyy ii rr ° r /- ,- ' 147 tom? R.idgo Road 1402 GmnbrileirRI r SHc _ T NUMBER. ' �. ADDED TREE PROTECTION AND CORRECTED LJ REFE-R NCE. NOG 10124106 T 1� s�����u� ��elott il3e,VA�3Q1 bUlNrt NUMBER. BILE N�vLlco DISCIPLINE. SCALE. DATE Phone- 434°ad3.6175 Phone: 434.934.2700 / n �- NO.. REVISIOtV BY DATE NC1> RL�I1SION DY ®ATE --- svw,r. ;sv oci es 2C14217°QCI 4'21�'1 C11,dgn CIVIL l„-301 06121106 I � tJl- 18 FILE: YY.\Cc7dd\204214\42141_Ol,dgn k4 '. S 7»TF �~�� pL.4N,17 NDR Z 01 IN El - NA D NOTE:7ELKOVA TREES ------~ NOT INCLUDED IN COVERAGE AREA TA��UL�\TTON�. GENERAL SITE PLAN AMENDMENT LANDSCAPE NOTES: 1. INSTALLED IN IDENTIl FUTURE PHASE 11 SHALL BE SHOWN PHASE IN THE SITE PLAN FOR THAT SUBJECT TO COUNTY RE -W AE INS LtATION OF THE PLAN WILL RUN CONCURRENTLY WITH PHASE 11 CONSTRUCTION AND SCHEDULF-D TOWARD THE END OF PHA E 11 CONSTRU(,,'TION OR WILL BE COMPLETED NO LAI-ER AHAN 4 YEARS FROM THE DATE OF THIS SITE- ly 7-ZS TREE PROTECTION FENCIN �� \ �� \ woo- loo. � �x DIS ALL CLEARING LIMITS SHALL BE SURVEY�D AND MARKED WITH WHITE RIBBON AND ORANGE SAFETY FENCE IN E X. V4 A T E R TvN N K (TO BE REMOVED) ACCORDANCE WITH SECTION 3.38 OF TH� VESCH. LiX m� ` 5-M . -0 BE SAVED SHALL BE MARKED W14 TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKINIG HAS BEEN -,2-KU 9- BY A COUNTY INSPECTOR. INSPECTED AND APPROVE PRE —CONSTRUCTION CONFERENCE - TREES PRESERVATION AND PROTECTION MEASURE SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE_ EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICUL_t,,R TRAFFIC AND STORAGE OF CONSTRUCTION MATERIA�LS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIP LINES OF TREES TO BE SAVED. SOIL EROSION AND STORM WATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. FIRES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE 0P LINE OF TREES TO BE SAVED. TOXIC MATERIALS - TOXIC MATERIALS SHALL NOT BE STORED WITH IN 100 FEET OF THE DIP LINE OFF TREES TO BE SAVED. PROTECTIVE FENCING: TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING DR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SMALL BE IN PLACE AND SHALL BE INSPECT' AND APPROVED �YA COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIP LINE OF TREE TO BE SAVED' A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPR0\0\L. TREE WELLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIP LINE OF TREE TO BE SAVED. A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETA|L �UBk�|TTED FOR APPRDWAL. TRENCHING AND TUNNELING: WHEN TRENCHING /S REQUIRED WITHIN THE L|W|T5 OF CLEARING, IT SHALL BE D0NE AS FAR AWAY FR()K4 THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING FINAL CLEANUP. DAMAGED TREES - DAMAGED TREE SHALL BE TREATED IMMEDIATELY BY PRQN|NG, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPEC/AL/ST. 29 FIX 60 FIX 110 N0TE�FENOE & CATE AROUND THE POND SHALL BE 8'H|8LACK VINYL COATED CHAIN LINK FEEINCING. SEE DRAWING D-2. 2-Ll 0P III FIX TlrC (D 1-KD =1-1-- }|�U ' | ��/ | | /�-CB�| |5- °�cx' . . , . . 4_ NOTE. NO LANDSCAPING SHALL BE PLANTED ON STRUCTURAL SLOPE OF DAM z1 4'\ Zl 7-CB-j 2-PS-` \2u> T / � � ~ / [� / —EXISTING TREE LINE TO REMAIN / ' , V | 1-SMX \ ' ^'^ - /Y ~ 1-KP } /�\ | 9-MCX 24 �i5l FIX AREA INCLUDED IN PHAS, 1 DEVELOPMENT: 20.19 AC DEDUCTION TAKEN FOR RECREATION AREA PROVIDED IN AREA IN PHASE I DEVELOPMENT REQUIRING TREE CANOPY: 19.24 Akc PERCENT OF TREE COVER REQUIRED: 15 PERCENT (0.15 x -19.24 AC 2.88 AC) PROPOSED PERCENTAGE OF TREE COVER: 18.3 PERCENT (3.53 AC) ALBEMARLE COUNTY CODE SECTION: 32.7.99.b.3 TOTAL TREF CANOPY COVERAGE PROVIDED: 79,498 SF OR 1.83 AiC TOTAL EXISTING TREE CANOPY COVERAGE PRESERVED ON SITE: 1.70 AC TOTAL PROPOSED TRI-E COVER: PHASE I IMPERVIOUS AREA (ROADS AND PARKING AREAS): 434 AC OR 206,474 SF INTERIOR LANDSCAPE PROVIDED- 30 GOLDEN RAINTREE x 380 SF 11,400 SF 848 SF TOTAL SF '16,815 SF SHADE TREES REQUIRED: 1 TR'E PER 10 PARKING SPACES SHADE TREES PROVIDED: 4-89 PARKING SPACES/10 = 49 SHADE TREES 44 SCARLET OAK AND 8 HORNBEAM TREES PLANTING SCHEDULE 22-DB-/ NOTE* LOW MAINTENANCE SLOPES 210R STEEPER SMAl'L BE PLANTED WITH GROUND COVER PLANTINGS AND/OR VINES IN ACCORDANCE � ~» WITH TABLE 3.37-C OF THE VESCH. KEY QTY. QTY. SCIENTIFIC NAINIE/ COMMON NAME CAL. 11T, SPD. CON. NOTES A-REA PER TREE U SF TOTAL PlIASE, TIPHASE 11 -AREA,, IN SF TREES SOUTHEMN MAGNOLIA in, WERUS FED CEPAIR CORNUS KOUSA FULL CROWN WAX 11YRTITIE L. FULL BUSHY CONTAINER F ix 1,093 12-!8" !2-18" P_ GAL. FULL BUSBY CONTIMNER AMNOLD DWARF FORSTHRA TOTAL,.- 18,125 V����7�J�� ��7J��7TT� �����^��v� �u��ux/u�u + 400 CSX m3'OC i0lly QTY. QTY. SCIENTIFIC NAME4 CAL HT. CON. NOTES AREA PER TOTAL =ARE PHASE I PITASE 11 CONIMON N-lViVIE IREE IN SF - TREES FULL CRO'el RED CEDAR MUSA DOGWOOD STRAIGHT TRUNK 10 KOETARRUTERIA PANICUMA FULL CROWN STRAIGHT TRUNK APBORVITAE _F JAP-AMSE 71MOVA STRAIGHT TRUNK TOTAL 61,373 REVISED PLMIS PER COUNTY REVIE�Y COMMENTS. Tljw 021114103 8 INCORPORATE S17-L PLAN CHAAlGES DMJ 06107104 06//0/05 Xli(%Yl 08108105 — DAVID JENSEN 06121106 No.11484 o ;7/ 1230 West Nforehead Street, Suite 214 Charlotte, NC 23208 704.343.0608 fox 704,358.3093 _ftn" DESIGNED BY: su-Rwyo--R.s PLANNIERS REVIEWED BY. As so cimir�p,, s WWA NUIVBER. PROJECT. _)2j2Cj2W;7 PHASE 11 - FMAL SITIE P—LAN ALBETNIARLE COUNTY, VIRGINTA REVISION NUMBER. 12 D PUMIS PER COU/V7Y REVIZEW COMIlIfEffFS, TJw 081,2910,3 9 REVISED PL/WS PER - MINOR - Srf-E PLAN AMMENDMENT COMMENTS. NDG 3 REVISED PLANS PER COUNTY REVIE-W COMMENTS. TAV 10113103 10 ADDED TO PHASE 11PLANS & ADDRESS COUNTY COMMENTS, NDG NU&IBER, REVISED PLANS PER COUNTY AND ARB REVff — —DRAWING TITLE: LANDSCAPING PHASING PLAN 5 REVISED PLANS PER LANDSCAPE PLANNER COMMENTS. TJW 1210210 J5 12 ADDRESS COUNTY COMMENTS. NDG 6 REVISED PL41S PER LANDSCAPE PLANNER COMMENTS. TJw 121,12101 SHEET NUMBER. REVISED OUANTITIES OF PLANTINGS. 12115103 FILE NAME. DISCIPLINE, 'DATE. FILE. WACadd\.?04214V094L2_.dgn _j ` 57 ' 5-5 » ' ~ us 19 6�1 W 4) - �5 06 RA N (TYP co W �97. 7V 5 9 no 0 -5 AN VT- -UV -STOP EX. BLDG. 3) 407.30 EX. BLDG 408.40 rw 0-7 9 AIR PH 4 X. 13 402.50 CD� �5 FF = 417,00 EX. BLDG. 020� FF = 406,50 HANDICAP \4 '' \ |NG / ARID ' / \ ON BOAR ~"`'` / � /� '' CISTIUNG ZM-WA.TEA RR SIGN 3\9 2�6 \2 In Al UENTIONT Alk POND ���� \ ����� � \ \ \�� ��� / *��' / / / / �� . / ��� � ' / � / / . A��/ \ \ FOR S-TORMWATIER FRONT 404. NI �L CALCULATIONS 20 0,4 LI 20 ~~' --ENTION POND 2 Ole WA `^ F PH � BW=584.25 `` TURv�./ �� �_ �� ° �� U� ~~ \ / � °° ~~ v �— ".,—u/^ \ T�—�92 3D| `` `�' `�—'� ' | `` Based on the information provided, all dimensions and /unnhxoire locations shown represent recommended positions. The engineer architect must determine applicability of the layout to existing or future field conditions. This lighting pattern represents Illumination levels um!vu|otvd from laboratory data token under :ontpoUed cund|t|ons in accordance with Illuminating Engineering Society approved methods. Actual permnnonop of any manufacturer's /uminolre may vary due to variation in oinotricul vo|tmgo, tolerance, in lamps, rind other variable field conditions. ADDRESS COUNTY COMMENTS. 2 ADDRESS COUNTY COMMENTS. j ADDRESS COUNTY COMMENTS. 4 ADDRESS COUNTY COVfiVEi,,,,!TS. NO. | R EK/S/0N \ \ o � ^ u=3921 OO -F�` 00 \ —^ MO 00 �� E^n/mG \ ' &�(RAD|N(��TYP) �` , ' \ PHOTOMETRIC PLAN TO BE— IN COMPLIANCE VV|TA ��[`T|�lN z1 17 �1� [l� THE /� ���K���) � ,v//// ~/�_`~//`//v r,//. /u `// ///�_ /u_�/�—w/rx`,_�_ COUNTY [`/l�� uuu`v` ` `,u��, MAINTAINED FOOTCANDLE VALUE AT GRADE, USING A 1.00 MAINTENANCE FACTOR Projectl AU Projects IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 30, O 30' PO BOX 1005119 FORT WORTH, TEXAS 76185 POLE INAM/ASSEMBLY LUMENS/LAMP Sum, oms No 1484 Ass(Y-DuATEs )ESIGNED BY.- PROJECT. WLS LIGHTING WLS LIGHTING �EVIEWED BY. HFW WWA NU,�IBBER- FILE NAVE. AVE REVISION IVUbIBER: SHEET NUMBER. DISCIPLINE. SCALE. DATE. DIMENSIONS A I :V R C STRIPE EPA FV8.1 14' 14' 10' 2" 1 0.7 F'It3-2 19, 19, 12° 2" 13 is, rf —15' � 2" 2.4 MOUNTING BRACKETS BOLT ON Althl y 0 [] 9 POLE TOP MOUNT err SLIP rn Art€tl Approved By: - Project Name- Location: — Date, fi'ODSIHG All housings are manufactured using technologically advanced computer numerical Control (CNC) machinery. Precision sheatred and formed from one piece, .000 gauge, corrosion resistant altlm4noin, With tooled external reveal. The Computerized (CNC) machinery enables ail housings to be Constructed quickly, efficiently, and adhering to exacting N r t standards. !it external al hardware 's stainless s_eel. G e LENS AND DOOR ASSEPdOLy Hinged door assembly 9s ({;Plan pi �cls9on, sheared and formed from one piece, .080 gauge, cOrfOsiOln resistant aluminum with captive 1/4 turd stainless steel fasteners. The standard lens is a clear tempered flat glass, secured by aluminum lens retainers and sealed with one piece extruded silicone gasketing to provide Complete weather and insect protection. OPTICAL SYSTEM 9IAulti-faceted, segnfented, highly efficiient, 95% reflective formed ofI9ni7rn vertical at burn reflecto rs, rS, availia)le Ifi five distributions. MOUNTING Ali extruded aluminum, bolt -on -arm, with contintioffs Channels, securing (2)112 inch zinc running holes with stainless steel harodware is standard, Extruded aluminum arm is prernounted to fixtures. Opitical slip -fit Arm provides ease Of installation. ELECTRICAL ASSEMBLY Ballast is factory L lred and tapped' to Voltage specifications All ballasts are CWA or HPF refgulating auto tranlsforiiters, avallaI le In (;fetal Halide, Pulse -Start, and Hlgh Pressure Sodllum. Ballast is capable bt of providing consistent down lana starting fO -2i Ie Ye @S Fahrenheit. Ballast is fastened to on easily accessible ballast tray for service convenience. Socket is as glazed porcelain medium or mogul base .with nickel plated contacts, tamed at 5K anti 60OV. OPTIONS Fixtures available with a variety of options, including) photo cell, photo receptacle, convex or flat glass lens, light shield, and fusing. Please Consult factory for custom options. !l5 v'.i tar weK iav3L'6ns. WU03 11HATIKO SYSTEMS MANUFACTURING SINCE 1969 P.U. BOX. 100519 a Fort Worth, TX 76185 S00.633.8711 it Fax: r377.735.4824 u svvrMV11Slight iIII. COlul E N VERTICAL LAlUil`nIFLAT CLASS �_ S rIXTURV MOUNTING CONFIGURATIONS POLE TOP SINGLE D90' D11801 T90" TNI'20' 490° MOUNT OPTICS = t Z' r G { cry � k t t TYPE Ii (2) TYPE 111 (3) FORWARD THROtV (FP) TYPE V (5) - — - NOTE: Based on 100O Wait €IN veraical f urn. Consult factory for accurate optics. 17RDER111Q INF R"MA`1``ION SELECT APPROPRIATE CHOICE FROM FAr,HCOL+umnTO FORM ULATE ORDER CODE.Refer (vexamplehelovf. LUer INAIRE Lein' L16HT LINE LUMIPAIRL PREFIX DI° RI U .0N il[1.,E SOURCE eti1S VOLTAGE FIPI5rOPTIONS Fv$_1 2 - Type II 100w PS - Pulse -_start CT - Contoured 480V GS - Glare 3 - Type III 150w UPS - High Pressure ^odlum FG - Flat Glass MY - Muhl Taps ELK - Black Shield l"P- 15tiY e (100,').50 �1) TT- Tri TaP 2 SF -Single Foriiard Forward fir9H - Metal Halida Fusing Throw 5 - Type V (1751AD OF - Double Fusing PC - Photo cell FVB••2 20OW P'� - Pulse -Start 259W UPS - High Pressure odfuln (200, N il d No {)pt9ons 32U�7 250, 4001N) 350w b0H- McWt Halide 40OW (250, 40OW) 1 I1'7! fl _ ` •t . S Pulse-Szar. Fv(3-3 45OW 14PS - High Pressure 75OV,I Sodlum (4001,s#3) IODOW" MH - fdeial Halide 750,1000W) Fv9"4 ISOW PS - Pulse -:Start 1000VI.- MH - (:fetal Halide (:IOi)"t1Y7 I * Reduced Envelope _ l VB-2 3 400 P41'H (ExAMP? F ORDER) ORDER.— LS NOTE: I. voltage fcr 75ov/ high Pressure Sodium must he spe:ined. 2. Consult factory for Gtternatlona! voltages. (120, 277, W Voltage) 3. t)lT - 4d uM Tap I, shipped Star tlar(I ssniess ijilv:rvtise speciffed. Mlultt Tap consists of 32OV, 20aV, 24OV, a+"yd 27V. Muhl Tap Is pre-Y,lled for nfyhesa *<vltage_anernatt' voitagst will require field r2-a (ring ) Approved By.--_— Project Name. Location: ______ Dale: _ Fri, PST BLK-N NO WLS 1.16HUNO SYSTEMS MANUFACTURING SINCE 1969 P.U. Box 10(J519 i Fort Woith, TX 76185 800.633.8711 1 Fax: 817.735.48Z4 4 v7ww.wisli+ghting.:,oral V _ RT � IOAL/HORIZONTA.�f aft 748�;Zol: SP'EDIF.IOATI NS HOUSING The 748 Series decorative housing is fabricated of heavy -(fifty spun and cast alnrnim nt and finished to produce a clean, sharp appearance This one-piece design ensures a weather --tight construction. The botwirl access cover provides ease of installation and servicing. t - - l 1 '� { t� r 5 n oAl Alain �i��l`�� Lenses are Impact t � r _ reas_aint tempered glass. A , s . flat p g lass tens is sta lart9 for ? rn( r the horizontal lamp so .i g { p p on and a contoured lens ' is standard for the vertical lamp. Lens are sealled to the housing,vith a poron gasket to a one-piece Ions fI-, me. v 171NISH17.5 Fixtures are finished with a thernlioset baked -on polyester powder finishing process, to give the fixture art exceptionally attractive :appearance The polyester finish tvifh tandc evfrenne eve iha i 79' 7 2i ._ 74844 22' 30' 9-6 e Approved By: .Project. Name Location: Date: .. nantge s . .s.. without cracking or peeling. Standard and customs Colors available. aEFLi° TORS/DISTRIBUTION PATTERNS Fixtures are equipped with a polished aluminum seginennted reflector available in five distribution patterns. Vertical burn lamps: Type lI (2), Type 111 (3), Type V (5), and Perimeter Forward Thrfl i (r=P). LIGHT SOURCES Designed to operate up to 1000 'Watt High Pressure Sodium and Metal Halide tamps SOCKET, porcelain mogul -base sockets feature spring -reinforced contacts to tine housing, Bated to 60OV. z 11 ! 9• a ' -i BALLAST C7IA) rlpf rT_ II_tIn auto - ; c { >z o t � . °o _i r.nsfo9`9,ner_. Available e ` ai I to i'vle_al 9 0 ss ' d 0 .a9Y i 0 " Halfde r High Pressure Sodium. Starting temperature s r, l 20 F for Metal g g p l Halide and -40 F for High Pressure Sodium. Miaxhnum livatt age is 1000W. POLES Square or round poles are available 1Tl tapered or non -tapered. Also available as a+ball mounted option. ARMS A large selection of alumintim decorative arras are available for this unit. Tvio of the most popular are at the [Wt. Please consult its for other options. 6i9 rib;e Er,r iYrt locnLonr;. ) 1 a SYSTEMS MA14UFACTURING SINCE 1969 P.O. F30x 100519 s Fort Worth, TX 76185 800.633.8711 i Fax: 817.735.4824 a WVI14.vvl3lirlh1ln9.icOM i ROUND NON -TAPERED STEEL EIN Q SPECIFICATIONS j STRUCTURAL DESIGN a6ILS poles are designed for the combined effects of 4 both wind and bead load. The wind load effects have been analyzed ,with wind velocities ranging from CO to 120 mph, with at 13 gust factor. Due to varying wind effects, height correction factors and drag coefficients have been applied to the entire structure.. i POLE SHAFT Each pole s'faft is made from a :jingle ply Sheet, which is formed into a tubular shape with one or more (longitude welds; no welded splices are permitted. The material used for the pole sections meet the requirements of A STNI A572 or ASTM 595 Grade -A. i BASE PLATE Base plates are integrally welded to the bottom pole section of all anchor base -type assemblies with either a telescopic ,veld or a full - penetration weld with a buck -lip -bar. The material used for these plates will 1 conform to either ASTM A36 or ASTPlI A572. ANCHOR 13OLTS All standard anchor bolts, nuts, anti washers are not dipped, j fully galvanized and meet the requirements of ASTM F1554, Grade 55. HAND HOLES All hand holes .are peripherally reinforced writh flat bar which Is integrally welded to the pole shaft. Each pole will move a 3" x 5" reinforced SHAFT LENGTH hand hole located 12' to 1.8' froth the base of the pole. Cover plates are Included with all hand holes and are attached to the pole' with a back -bar and scree. j P ROTECTtVE COATINGS All WLS poles are galvanized, powder coated, or a combination of the two. Galvanizing is in accordance with the retluirefane9its +3f ASTM Al?. All poles are single dipped inside wind f)aat. In ,accordance with the USDA, n8 pole Will be double dipped. Powder coated poles are cored at 400° Fahrphelt With urethane polyester povider covered throughout. iAtFi.tilN All welding is performed by AWS certified welders and all welds 1 comply w th the most recent edition of the AWS Structural Melding Code. ANCHOR VOLT BASiI PLATE DIA'-) (2) NUTS WIDTH REINFORCED ) (2)(71ASNFR5 HAND HOLE NIAX. BOLT LENGTH CIRCLE DIA. r ?runt. BOLT {� .. CIRCLE DIA. BASE O.D LJ 1mr-1; INALLTNlC+3110 WUJi LIGHTING SYSTEMS MANUFACTURING SINCE 1969 P.OBox 100519 a Fort Worth, TX 76285 800.633.8711 a RIX: 817.735.4324 a Www,Wisllghting.colin _ _I ADDRESS COUNTY COtilME- FAIT S. NDG 08/08/05 � � � � . `OWN ' aEslcnrca BY: 2 _ ADDRESS i COUNTY COMMENTS. NDG 0 9/15/0,5 RS Vi/! S LIGHTING ___ MWEE 3 r1DDRF SS CLIU7VTY Gi��>9h9E1Vr.5, NDG 06121106 t DRAWN BY, ks y _ _ r .� r r r'-� f DG ��/2�(/tl6 � � _ �, ,q �1Y !4,��✓ 4 FVB FIXTURE ,ACCENT STRIPE DELETED & COLOR TO BE BLACK. N �� �� DAYID J�NS� ,� � � � VVLS LIGHTING No.11484 REVIEWED BY:Ass — VAT SS, HF W `� f;�o 147 NEW Ridge Rio ad 1402 ("n�rbrief PIace Lyaohbw_ Va 24 o2 CItuarlfattewvsiie, VA 22901 W W A NUMBER.- R.- r 3 Pbooe.4,4,582,6175 Phone.434.984.27(3d - - - -- NaREVISION BY DATE N6. REVISION 7�tAI . Vwavvr �a vasa0o4aie net 2C)%J2/4 L10 BY DATc x° I 748''b_ER1 D N fiil'a 1 1 0 S Wc i_' _ POLE TOP SINGLE 090, 0180, T90" T d12D' f1S0' MOUNT OPTICS (d )JO i�t, any f TYPE II 12) -TYPE itr (3) FORWARD THROW (FP) TYPE V (5) NOTE: Based on ?RN vertical burn. Consult factory for accurate optics. ORDERING Approved By: .Project. Name Location: Date: .. nantge s . .s.. without cracking or peeling. Standard and customs Colors available. aEFLi° TORS/DISTRIBUTION PATTERNS Fixtures are equipped with a polished aluminum seginennted reflector available in five distribution patterns. Vertical burn lamps: Type lI (2), Type 111 (3), Type V (5), and Perimeter Forward Thrfl i (r=P). LIGHT SOURCES Designed to operate up to 1000 'Watt High Pressure Sodium and Metal Halide tamps SOCKET, porcelain mogul -base sockets feature spring -reinforced contacts to tine housing, Bated to 60OV. z 11 ! 9• a ' -i BALLAST C7IA) rlpf rT_ II_tIn auto - ; c { >z o t � . °o _i r.nsfo9`9,ner_. Available e ` ai I to i'vle_al 9 0 ss ' d 0 .a9Y i 0 " Halfde r High Pressure Sodium. Starting temperature s r, l 20 F for Metal g g p l Halide and -40 F for High Pressure Sodium. Miaxhnum livatt age is 1000W. POLES Square or round poles are available 1Tl tapered or non -tapered. Also available as a+ball mounted option. ARMS A large selection of alumintim decorative arras are available for this unit. Tvio of the most popular are at the [Wt. Please consult its for other options. 6i9 rib;e Er,r iYrt locnLonr;. ) 1 a SYSTEMS MA14UFACTURING SINCE 1969 P.O. F30x 100519 s Fort Worth, TX 76185 800.633.8711 i Fax: 817.735.4824 a WVI14.vvl3lirlh1ln9.icOM i ROUND NON -TAPERED STEEL EIN Q SPECIFICATIONS j STRUCTURAL DESIGN a6ILS poles are designed for the combined effects of 4 both wind and bead load. The wind load effects have been analyzed ,with wind velocities ranging from CO to 120 mph, with at 13 gust factor. Due to varying wind effects, height correction factors and drag coefficients have been applied to the entire structure.. i POLE SHAFT Each pole s'faft is made from a :jingle ply Sheet, which is formed into a tubular shape with one or more (longitude welds; no welded splices are permitted. The material used for the pole sections meet the requirements of A STNI A572 or ASTM 595 Grade -A. i BASE PLATE Base plates are integrally welded to the bottom pole section of all anchor base -type assemblies with either a telescopic ,veld or a full - penetration weld with a buck -lip -bar. The material used for these plates will 1 conform to either ASTM A36 or ASTPlI A572. ANCHOR 13OLTS All standard anchor bolts, nuts, anti washers are not dipped, j fully galvanized and meet the requirements of ASTM F1554, Grade 55. HAND HOLES All hand holes .are peripherally reinforced writh flat bar which Is integrally welded to the pole shaft. Each pole will move a 3" x 5" reinforced SHAFT LENGTH hand hole located 12' to 1.8' froth the base of the pole. Cover plates are Included with all hand holes and are attached to the pole' with a back -bar and scree. j P ROTECTtVE COATINGS All WLS poles are galvanized, powder coated, or a combination of the two. Galvanizing is in accordance with the retluirefane9its +3f ASTM Al?. All poles are single dipped inside wind f)aat. In ,accordance with the USDA, n8 pole Will be double dipped. Powder coated poles are cored at 400° Fahrphelt With urethane polyester povider covered throughout. iAtFi.tilN All welding is performed by AWS certified welders and all welds 1 comply w th the most recent edition of the AWS Structural Melding Code. ANCHOR VOLT BASiI PLATE DIA'-) (2) NUTS WIDTH REINFORCED ) (2)(71ASNFR5 HAND HOLE NIAX. BOLT LENGTH CIRCLE DIA. r ?runt. BOLT {� .. CIRCLE DIA. BASE O.D LJ 1mr-1; INALLTNlC+3110 WUJi LIGHTING SYSTEMS MANUFACTURING SINCE 1969 P.OBox 100519 a Fort Worth, TX 76285 800.633.8711 a RIX: 817.735.4324 a Www,Wisllghting.colin _ _I ADDRESS COUNTY COtilME- FAIT S. NDG 08/08/05 � � � � . `OWN ' aEslcnrca BY: 2 _ ADDRESS i COUNTY COMMENTS. NDG 0 9/15/0,5 RS Vi/! S LIGHTING ___ MWEE 3 r1DDRF SS CLIU7VTY Gi��>9h9E1Vr.5, NDG 06121106 t DRAWN BY, ks y _ _ r .� r r r'-� f DG ��/2�(/tl6 � � _ �, ,q �1Y !4,��✓ 4 FVB FIXTURE ,ACCENT STRIPE DELETED & COLOR TO BE BLACK. N �� �� DAYID J�NS� ,� � � � VVLS LIGHTING No.11484 REVIEWED BY:Ass — VAT SS, HF W `� f;�o 147 NEW Ridge Rio ad 1402 ("n�rbrief PIace Lyaohbw_ Va 24 o2 CItuarlfattewvsiie, VA 22901 W W A NUMBER.- R.- r 3 Pbooe.4,4,582,6175 Phone.434.984.27(3d - - - -- NaREVISION BY DATE N6. REVISION 7�tAI . Vwavvr �a vasa0o4aie net 2C)%J2/4 L10 BY DATc x° I 748''b_ER1 D N fiil'a 1 1 0 S Wc i_' _ POLE TOP SINGLE 090, 0180, T90" T d12D' f1S0' MOUNT OPTICS (d )JO i�t, any f TYPE II 12) -TYPE itr (3) FORWARD THROW (FP) TYPE V (5) NOTE: Based on ?RN vertical burn. Consult factory for accurate optics. ORDERING �N�� �����SEP:. TAPP£o RIW CHOICE FROM ESG€COLUMN h TOrOFU ir ORDER CODE Refer ir e ,ina belbw. l LUCtlINAIRE� LANIP LIGHT LINE. LUNIINAIRE PREFIX DSTRI3 T_ON,WATTAGE SflSR.� _ ENS VOLTAGE FINISH 9PT 0,1 S '148-S 2 -Type 11 100W M14 - Metal Halide CT - Contoured 480 J Hite - Bronze L L - Less Lamp 3 - Type Ill 17SY1 SMP1 - Supr Metal FG - flat Glass MY - Muhl Tarr BULK - Black 97L - Vertical FP - Perimeter 25OW Halide (Char TT - Tri Tape PLY - Platinum Lamp Fwward Throw 400W PSMII -Pulse-Start Tooilrocl Bur - Huff SS - GlameShiafd 5-Type V ?,trial Halide Class) r17NT-'?fifto f , 3i€T-P#?d-, all UPS, - High Pressure £:Saint Plate sao4lunt G RH - Green QR - Quartz Cf;- Custom Restrike Color PC - Photo Cell SF -:Single Fusing 9 rlF - fiount_a — 74$1 �- f7ra I I r fld 3 -Type III 1OOOW Fusing FP- Perimeter NO - No Options Forward Throw a - Type V (EXAMPLE ORDER) ORDER. W LS NOTE: 1. voitag-n for 7501N nigh Pressure Sodlum must be speculed. 2. Cvfrwlt factory for Itnernatianal voltages. 024, 277, 347 Voltage) 3. KIT-?Aulff Tap is shipped starviard unless otlierntse specifier), (tAutti Tall con=Josef 1?>OV, 2MAI, 24OV, zui 2:77V. Stain Tap is nre-viRed ice Ill lies vadtaye. Afteritai.. roltagas yall requlr2 field re-eiwngf ) Approved By: Project 'Na rde: Location: bate: 38f umswims MANUFACTURING SINCE 1969 A.U. BOX 100519 s Fort vlortli, TX 76185 800.633.8711 a Fax; 817.735.4824 = VVMI.Vvlslightilr9g.sotn ORDFRINGINFORMATION SELECT hPPROPRLATE CHOICE: FROM FACH COLUMN TO FORMULATE ORDER CODE. Refer to example below. CATALOG STANDARD : NUMBER BASE TYPE, ORILUNG PATTERNS STANDARD TEN(INS FINISH STANDARD COLORS WLS-RNTS-10-4-11 AB-,Aiichc,r LIM19 -1 @ go, TN238-2 31a' O.D. PC- Powder Coated ORZ - Bronze WLS-RNTS-15-4-11 ame 0?428-2?180' x5"Length CV_CaIvan lzed B4.Ii-Black WLS-RNTS-20-5-11 1.?4- Embedded OM29 -2 ef? 90, TH278-2 7i8' O.B. GP -Galvanized cf PLT - Platinum kVLS-RNTS-25.5-11 LAD - Less Anchor E31k132 -3 -.120 x 5" Length Powder Coated fn01g - 3uff Ia,LS-RPITS-25.4-7 Bolts ()?:939 - y * 9O° TP4312-51!' L ngt x 5" length wt1T - `tJiifie WL5-RNT5-30-5-11 OM49 -4 (., 90' t RN - Green bvLa-RNTS-30-5-7 CC - Custom Color (L10IIAPLE ORDER) WLS-RNTS`10-4AI �,B 1 Y `� it.; ga lied +y�mrar ORDER. WLS-IRNTS 011419 OR TN238 GV WH CATALOG NUMBER WLS-RNTS-10-14-11 S}felr a LENGTH 10' SHAFT SIZE W BASE = PLATE 10'x.75' BOLT CIRCLE 9.5°' ANCHOR 'BOLT SIZE .75'x30'x4' .*1i'. 97 BO Asti EPA' 35 901�9PH EPA" 27.5 :OO MPH EPA' 22.5 1:(1O MPH EPA' 18.5 i2o MPH EPA* 15.5 e'srLS 2il'f5-'sa-4-1:t 75' 4� 1O.S°x.75° 9.5" 75°x3fl°xaf" 130 21 1 ,5 3.y 11 9 WL 5-RNTa-20-5-11 20' ILL 'x.75" 105'z 75°x31714' 218 222.5 7H 14.5 11.5 95 WLS-RNTS-25-5-11 25' 5. 11'x.75° 10.5"Z .75'00`x4° 265 15 i2 9.5 7.5 b ^#i5-R1TS-25-5.7 25, 11'x.75" 14.5°a I'm 3£'x4' 1311 18.5 1 14.5 15.5 9.5 7.5 A`LS-RNTS-30-5-11 30' S' _ 11°xV 10.5"z 1'x36'x 4' 1314 10.5 10 6.5 5 1 4Vl S-Ri97S-3fl-5-7 30° 5' 11'x1° 10.5" 1_"x36"x4' 369 13 1O 8 6.5 5 11.3 gust. {actor 'Slotted 9'-i0" `So3ite(i 10'•-11° POLE SPECIFICATION CRITERIA, :L POLE HEIGHT -The pole heigj,_ will be determined by the lighting requirements upon a 50-year mean recurrence interval. The wind values shown on this map its specified by the project designer, These lighting re€iuirentents will cause represent svltd velocities at 30 feet above the groumt When a project location variance in the pole height, which is dependent upon fixture types, ligfnfng is sited bOweerl adjacent wind cones, the ;rind zone with the greater :•rind level and uniformity requ-ren.euts. velocity should be used. Unusual mind conditiof s may exist around mountainous areas or locations Keith unNue terrain. Special design consideration should be 2. POLE DUTY RATING -The note duty ratifigshould be determitt..l oyeomparing given to such areas. the system EPA and .':eight avith the EPA and weight capacities listed in the table above. The values detailed in this table reflect tine maximum capacities 5. EPA - nie ERA (Effective Projected Area) of the system should be computed of the resl>"otfve poles and are based upon a loading centroid located at the by simuning all of the EPA's of the external appurtenances, which are mounted top of the pole. on the pole. E PA values for VIL S fixtures can be found on the appropriate product sheet located in this catalog. 3. POLE EASE -The pole base (Archer Bolt or Etubedded) istip'caty de ermtne`.l by the project specifications. v WEIGHT - Tlie weight of the system should be computed by summing all of the weights of the external appurtenances mounted on the pole. Weights 4.1AU NO VELOCITY The ;And velocity shall be determined from either the of fixtures and brackets can be determined front the appropriate lighting project specifications or one wind velocity map. This ;•rind velec:ty map is based fixture manufacturer. ,Approvers By: _ Project Name: Locatlon: _____. Late" Irwin YSTMS MANUFACTIJ RING SINCE 1969 P.O. sot 100519 a Fort Worth, TX 76185 800.633.8711 a Fax: 817.733.48Z4 t a VYAN.Wi31ighting.iCOM PROJECT.- C PHASE 11 — FINAL SITE TITLE, PHOTOM TRIC DETAILS FiLE NAME. DISCIPLINE: SCALE, DATE.- 4214pO2.dgn CIVIL NTS 1 06121106 REVISION NUMBER. T DRAWING NUMBER, /0—>, SHEET NUMBER: /6 DF /8 F-ILE: WACGdd\204214\42141a02.dgn S c UBPHASE BUILDING CERTIFICATE OF OCCUPANCY Al 12 Yes A2 16,17, 21,22 Yes A3 1,2,7,8 Yes Bi Pool Yes B2 18,23 Yes B3 3,9 Yes 134 19,24 Yes B5 4,10 Yes B6 13 Yes 01 5,6,11 Yes C2 14 Yes C3 1 15, car maintenance No; pending bonding C4 20 Nw pending bonding and site plun amendment approval VIW�Am 3 V) 0 A3 a; CALVW?Y-�' CZE- 2 AVEL CONSTRUCT ! 0'"E____2CCESS ROAD ADDRESS COUNTY C0,11911ENTS. _NDG 08108105 2 ADDRESS COUNTY COMMENTS, JVDG 09115105 3 ADDRESS COUNTY COMUENTS. NDG 06121106 4— ADDRESS COUNTY COMMENTS. GLM 08107106 NO. REVISION - - - - - - - - BY DATE I U !� �l It vu -- I`i- Ul.cigiI DATE: 25-Aug-06 15.09 o o -JC;4T-VY CNUL' CIRCL17 I B4 I3L � __ Y CIRGE_ @3 T � f � 24 \ Cl i 11 i �(I NOTE: THIS PLAN INDICATES GENERAL SITE ARRANGEMENTS. Z REFER TO CIVIL DRAWINGS C-1THRU C-9 FOR DETAILED PLANS. WETLAND LOCATIONS ARE SHOWN AS DELINEATED BY A DRAWING FILE PROVIDED BY TIMMONS, INC. DATED DECEMBER 5,2001. 0 -PP_Wff_R CT (Di PEW-TTR CT FL R CT C20 AV� Aft� ENGINTEERS StMf VEY0, PLANNTEER.SS Assouxur�,s 147N "i Ridge Road 1402 err nbiier Ane 1_ynrWuur_gVa 24302 CharlotfWswile, VA22901 Phonp,- 434.532.6175 Phone. 43-1.934"00 II NOTE, PRIVATE CONNECTION TO BE COMPLETED WHEN THE EXTENSION OF OLYMPIA DRIVE IS MADE. o D EMERGENT- __TL ND 0 ATE RS IMF THE_ IV ATERS OF THE -S 3'-5' NOTE-. THIS AMENDMENT IS FOR PREVIOUSLY APPROVED BUILDINGS AND IMPROVEMENTS IN PHASE I ONLY. THERE ARE NO EXISTING OR APPROVED FINAL SITE PLANS FOR FUTURE PHASES OF AVEMORE AND NONE OF THOSE DESIGNS HAVE BEEN APPROVED YET. =DENCI TES EXIjERGENT WETLAND DENOTES WATERS OF THE U-5. _-DENOTES PROJECT STUDY LhVIITS i $FDS—XDEzI\IOTES LOCATION OF FIELD DATA TOTAL SITE AREA 27s5 ACRES IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 60' 0 60, 7ETIGN\� BY, PROJECT. AVEMORF, 1-TC 02- -QW7 REVISION NUMBER. PTINSE R_ - FINA-1, SITE PLANT DRAWN BY. TITLE. ALBEMAKLE4 COUTNIM, VIRGENTIA —DRAWING NUMBER: REVIFWED BY. PHASING PLAN 0-/ WWA NUjilfBER.- FILE NAME: DISCIPLINE, SCALE: DATE. �IFW - SHEET NUMBER: 2042111.00 10,940 0GN CIVIL 06121106 17 OF 18 I- I I ADDRESS COUNTY COiViVE NTS, 2 ADDRESS COUNTY C-ObIbIENTS. 3 ADDRESS COUNTY COMMENTa 4 ADDRESS COUNTY COMMENTS. L12- —j FILE: WAC0dd\204214\421402.DGN DATE. 04-Aug-06 /5:05 REVISION -------------- BOCCE R-ALL-AIND BBQ HO-R-SESH0-'FS GA--W,'ARr',-A T r TFP �� 81111TIN G/STAGING AREA WITH PARKING LOT PP o F- I" CONNECTION. TOTLOT SIDEWALK 'ETA--BLE GNMIDEN CONNECTION TO SRAC S WITH SEATING FUTURE DEVE'LOP-MENT' A AND SHADE T-RELLIS ACCESSY-8- LE SUDEWALK 0 CONNECTION TO FUTURE POND OVFRLOOK DF,W,LOPW-NT -A,-R--F-,-)kAND- STROLL PATH. NDG 08108105 NDG 09115105 NDG 06121106 GLM 08107106 BY I DATE I NO. e 0 1 ri I @ - i) I P LL"—J r I (D �Ji lril�ll I i �117, 1%, w H 0 E MAXAM R INTERIOR CLUBHOUSE AMENITI[ES X ,-j e rIA L--� =13r-�-- 7 ERCONTNEC M-3 IMF WALIKI, PROPOSEI)JAPANESE STYLE 7 ME DITATION/ STROLL C-wA-R--t)F-,N'WIIW-- RIVERSTONE "POIND" jA" 011MAO"W BRIDGWE SEATING WALL Tewurce Group 19-30 &st Morehead Street, Suite 214 U DAVID M. JENSEN Charlotte, NC 28208 No. 11484 704.343.0608 fax 704.358.3093 www.drgrp,com REVISION BY DATE N.A-L L DESIGNED BY: SURVEYOPS' DRAWN BY: PLA—MNERSS Assoctxim,l s REVIEWED BY: HFW 147M, RidgeRoed 140 etnbrier Place Lynchhum- Va 24502 Chadovewille, VA 22901 WWA NUIWBER.- Phonv 434.582.6175 Phone: 434.984,2700 www'wwamociates—mr 204214.00 E 06 a 8 <Z- SIDF-jWA---I-jK LEGEND SIDEWALK ROUTE 0 'J004 19 0 0 * 0 0 4- 0 *10 0 0 40 0 v III alp log NON -ACCESSIBLE SH)E ROUTE IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED d%N?!�M-1 60' 0 60' PROJECT.- AVEMORE., LLC REVISION NUMBER., PB_.SE 11 -'-V,'LNAL SITE PLAN 4 71-T —L, -ALRENLARLIE' COUNTY, VIRGINIA DRAWING NUMBER. AMENITY MALSTER PLAN 0-p SHEET NUMBER: 11L E NAME. DISCIPLINE: SCALE. DATE. A,21402.dgn CIVIL /if = 60' 06121106 18 OF 18