Loading...
HomeMy WebLinkAboutSDP200700056 Plan - Approved 2008-01-311 2 GENERAL NOTES NORTH WOODS. AT THE FOUR SEASONS COMMUNITY BUILDING1.) SITE PLAN PREPARED BY dBF ASSOCIATES, ARCHITECTS 2.) BOUNDARY AND PHYSICAL INFORMATION PREPARED BY: ROGER W. RAY & ASSOC., INC. DATED: NOVEMBER 1, 2007 DATED: OCTOBER 23, 2006 3.) TOPOGRAPHIC BENCH MARK AS SHOWN AND NOTED ON THE ENLARGED EXISTING CONDITION DRAWING SHEET E -5 AND S -1. TOPOGRAPHY DATA TAKEN FROM COMMUNITY POOL SITE PLAN DATED: 05 -17 -00 W/ REV. 106-29-00, AS PREPARED BY dBF ASSOCIATES, ARCHITECTS AND FROM TOPOGRAPHIC DATA DATED: JUNE 1, 2007 & REVISED DATE: JUNE 25, 2007, AS PREPARED BY ROGER W. RAY ASSOC., INC. 4.) ALL UTILITIES MUST BE FIELD VERIFIED. THE CONTRACT DOCUMENTS DO NOT GUARANTEE THE EXISTENCE, NON- EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON- EXISTENCE OF UTILITIES, AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION. CONTRACTOR SHALL NOTIFY MISS UTILITY (1- 800 -552 -7001) AND /OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY THE CONTRACTOR UNLESS INDICATED OTHERWISE. THE CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND / OR VERTICAL ADJUSTMENTS TO ITS WORK AND /OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 5.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND SCHEDULING AND COORDINATING ALL INSPECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE FOLLOWING AUTHORITIES TO SCHEDULE ON -SITE INSPECTIONS OF THE WORK AT APPROPRIATE TIMES PRIOR TO AND THROUGHOUT THE COURSE OF THE PROJECT. 6.) THERE ARE NO WATERCOURSES, WATERWAYS, WETLANDS OR OTHER BODIES OF WATER ADJACENT TO OR ON THIS SITE. 7.) THE SITE IS NOT WITHIN A 100 -YEAR FLOODPLAIN. LEGEND ALBEMARLE COUNTY, VIRGINIA SYMBOL I DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION 06 -26 -07 12 -03 -07 E -4 PARKING SPACE SUMMARY SURVEY Q2 PROPERTY LINE INDICATOR 05 -29 -07 12 -03 -07 S -1 SITE PLAN 06 -28 -07 12 -03 -07 S -2 SITE PLAN PHOTOMETRIC 05 -29 -07 12 -03 -07 S -3 SITE PLAN BUILDING EXTERIOR ELEV. EXHIBIT 05 -29 -07 12 -03 -07 S -4 SITE PLAN DETAILS 05 -29 -07 12 -03 -07 ECS -1 EROSION & SEDIMENT CONTROL REVISION INDEX REVISION C - COMMUNICATK)N MANHOLE THRUST BLOCK 1 - SURFACE DRAINAGE 05 -29 -07 D - STORM DRAIN MANHOLE ALL H e4 EL EXISTING CONTOUR T -1 E - ELECTRICAL MANHOLE L TEE FITTING E -1, E -2, E -3, E -4 & E -5 1 O G - NATURAL GAS MANHOLE E -5 VALVE E L FINISHED CONTOUR INDEX S - SEWER MANHOLE S -1, S -2, S -3, S -4 06 -28 -07 0 ADDED UPDATED TOPOGRAPHY AND ASSUMED BENCH MARK ELEVATION ESC -1 T - TELEPHONE MANHOLE DESCRIPTION NOT USED REVISIONS UNDISTURBED EARTH OR TUFF SCALE W - WATER MANHOLE DATE 05 -29 -07 G - UTILITY. METER. NATURAL GAS CHECKED BY RJFJR 5B WAS 5A AND HEIGHT 30' -0" WAS 22' -8 ", RESERVERED PARKING SPACES (55) HAS BEEN ADDED TO THE REGULAR T -1 DRAWING NO O S - UTILITY, METER, SANITARY FIRE HYDRANT SELECT COMPACT FILL E -1, E -2, E -3, E - 4 2 12 -03 -07 W - UTILITY, METER, WATER E -5 I\:JI UTILITY -WATER REGULATOR VALVE CULVERT /END SECTION DECK -O -DRAIN WAS NEW TRENCH DRAIN, RECONFIGURED ROUTING FOR 1/2 GAS SERVICE, GRAYED EXISTING TOPOGRAPHY ROCK ADDED CLERESTORY, PORCH COLUMNS RE- SIZED, REAR VIEW RECONFIGURED, GAS FIREPLACE MOVE FROM SIDE TO REAR S -3 DECK -O -DRAIN DRAINAGE SYSTEM WAS ABT, INC. POLYSELF RESIDENTIAL SURFACE DRAINAGE SYSTEM S -4 DRAINAGE ARROW PROJECT PERIMETER: 7,760 SF 0.178 ACRE WAS 5,654 SF 0.13 ACRE, GRAYED EXISTING TOPOGRAPHY ESC -1 TM PRECAST CONCRETE, MANHOLE, TRANSFORMER VAULT COURSE POROUS FILL PULL BOX SITE UTILITIES FINE POROUS FILL PIPING WATER-POTABLE WATER TOP OF SLOPE TP TURNING POINT C -CONDENSATE S-STEAM TOE OF SLOPE CENTERLINE GAS -NATURAL GAS HIGH PRESSURE ( >5 PSI) SEWER -SANITARY SEWER BM BENCHMARK INDICATOR It PROPERTY LINE STORM-STORM SEWER FIRE-FIRE PROTECTION WATER CONTROL ELEVATION INDICATOR 4 FLOW LINE SWTE -SANITARY WASTEWATER TREATED EFFLUENT E-ELECTRICAL 1 DEL MONUMENT NO- SEQUENTIAL DESIGNATION HANDICAP DESIGNATION T-TELECOMMUNICATION EL- ELEVATION 0 BORING INDICATORLNO- SEOUENTIAL DESIGNATION 45 INTERSTATE ROUTE EL- ELEVATION EL EXISTING ELEVATION INDICATOR U.S, ROUTE EL FINISH ELEVATION INDICATOR O STATE ROUTE STEAM /COMMUNICATIONS MANHOLE EXISTING PROPERTY CORNER INDICATOR STORM DRAIN ORATE NEW PROPERTY CORNERrINDICATOR C - PRECAST CONCRETE. COMMUNICATION VAULT VAULTMATERIAL E - PRECAST CONCRETE, ELECTRICAL VAULT OF PRECAST CONCRETE, FUEL OIL VAULT O CLEANOUT G - PRECAST CONCRETE, NATURAL GAS VAULT DOUBLE CLEANOUT T - PRECAST CONCRETE, TELEPHONE VAULT CB CATCH BASIN 8.) PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 9.) ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 10.) EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 11.) ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 12.) PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR =S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 13.) ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. SITE & UTILITY NOTES 1.) WATER: PROVIDE NEW WATER CONNECTION AS SHOWN ON THE PLANS. WATER LINES MUST MAINTAIN A 5' HORIZONTAL SEPARATION FROM SANITARY SEWER LINES. WATER LINES CROSSING SANITARY SEWER LINES MUST MAINTAIN A MINIMUM OF 18" BETWEEN BOTTOM OF WATER LINE AND TOP OF SEWER. ALL WATER LINES THAT CROSS STORM DRAIN PIPE, MUST MAINTAIN A 12" VERTICAL SEPARATION. 2.) SAN/TARYSEWER: PROVIDE NEW CONNECTION AS SHOWN ON THE PLANS. SANITARY SEWER LINES MUST MAINTAIN A 5' HORIZONTAL SEPARATION FROM WATER LINES. ALL SEWER LINES THAT CROSS STORM DRAIN PIPE, MUST MAINTAIN A 12" VERTICAL SEPARATION. PROJECT NOTES 1.) OWNER; SCALE: 1"=1,500' FOUR SEASONS APARTfMENTS LIMITED PARTNERSHIP c/o MANAGEMENT SERWCES CORPORATION 64 FOUR SEASONS DRIWE P.O. BOX 5186 CHARLOTTESVILLE, VIRtGINIA 22905 2.) DEVELOPER /AGENT: MANAGEMENT SERVICES CORPORATION 102 SOUTH FIRST STREET, SUITE 301 CHARLOTTESVILLE, VIRtGINIA 22902 3.) SITE DATA: TAX MAP: 61X2 -1 PARCEL 'A' I . D.: 061X2000000100 DEED BOOK 1813, PAGES 375 -376 4.) SITE AREA: TAX MAP 61 X2 -1 PARCEL 'A' - 1,001,880 SF (23.00 ACRES) 3.) STORM SEWER: PROVIDE NEW STORM PIPING AS SHOWN & NOTED 5.) ZONING: ON THE PLANS. CONNECT INTO EXISTING STORM WATER PUD - PLANNED UNIT DEVELOPMENT PIPING OR TO NATURAL OUTFALL. 4.) ELECTRIC SERVICE: PROVIDE NEW ELECTRIC SERVICE AS SHOWN AND NOTED ON PLANS. 6.) MAGISTERIAL DISTRICT:', RIO 7.) PARKING SUMMARY. 5.) GAS SERVICE: PROVIDE NEW GAS SERVICE AS SHOWN AND NOTED ON PLANS. ACTUAL PARKING SPACES PROVIDED PER OCTOBER 23. 2006 ALTA /ACSM LAND TITLE SURVEY: 521) REGULAR PARKING SPACES 51) RESERVED PARKING SPACES 13) HANDICAP PARKING SPACES 584 TOTAL MARKED PARKING SPACES ON DRAWINGS 14.) UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 15.) ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). PER ZONING REQUIRMEINT: 30) 1 BEDROOM UNITS x 1.5 SPACES = 248) 2 BEDROOM UNITS x 2 SPACES = 32) 3 BEDROOM UNITS x 2 SPACES = TOTAL: COUNTY OF ALBEMARLE ZONING REGULATIONS PRIMARYZON/NG: PUD BUILDING HEIGHT: EXCEPT AS OTHERWISE PROVIDED IN SECTION 4.10, STRUCTURES MAY BE ERECTED TO A HEIGHT NOT TO EXCEED SIXTY -FIVE (65) FEET; PROVIDED THAT ANY STRUCTURE EXCEEDING THIRTY -FIVE (35) FEET IN HEIGHT SHALL BE SET BACK FROM ANY STREET RIGHT -OF -WAY OR SINGLE - FAMILY RESIDENTIAL OR AGRICULTURAL DISTRICT; IN ADDITION TO MINIMUM YARD REQUIREMENTS, A DISTANCE OF NOT LESS THAN TWO (2) FEET FOR EACH ONE (1) FOOT OF HEIGHT IN EXCESS OF THIRTY -FIVE (35) FEET. (AMENDED 9 -9-92) BUILDING SEPERAT/ON: EXCEPT AS OTHERWISE PROVIDED IN SECTION 4.11.3, WHETHER OR NOT LOCATED ON THE SAME PARCEL THERE SHALL BE A MINIMUM OF THIRTY (30) FEET BETWEEN MAIN STRUCTURES. THIS PROVISION SHALL NOT APPLY TO STRUCTURES BUILT TO A COMMON WALL. (AMENDED 1 -1 -83) SETBACK AND YARD REGULATIONS: STRUCTURES TO BE LOCATED ON THE OUTER PERIMETER OF A PUD DISTRICT SHALL CONFORM TO THE SETBACK AND YARD REGULATIONS OF THE ADJOINING DISTRICT. WITHIN THE PUD DISTRICT, THE BOARD OF SUPERVISORS SHALL ESTABLISH MINIMUM Q2 SETBACK AND YARD REQUIREMENTS AT TIME OF ESTABLISHMENT OF SUCH DISTRICT. PROJECT SUMMARY 1.) USE: 1) NEW 1 -STORY COMMUNITY/ LEASING BUILDING A -3: ASSEMBLY FOR BUSINESS OFFICE / COMMUNITY BUILDING 2.) CONSTRUCTION TYPE: TYPE 513, UNPROTECTED COMBUSTIBLE PROPOSED BUILDING HEIGHT: 30' -0" 3.) BUILDING AREA: 45 SPACES 3,128 GSF BLDG + 892 GSF PORCHES = 496 SPACES 4,020 GSF TOTAL (.0922 ACRE) 64 SPACES 605 SPACES 4.) PROPOSED BUILDING SETBACK AND 1 2 YARD REGULATIONS: ACTUAL PARKING SPACE RE- STRIPING SUMMARY PROVIDED PER NOVEMBER 1, 2007 SITE: SURVEY BY ROGER W. RAY & ASSOC., INC.: 612) REGULAR PARKING SPACES 8) HANDICAP PARKING SPACES 620 TOTAL MARKED PARKING SPACES 12 SPACES DELETEDi FOR NEW BUILDING LOCATION 608 SPACES REMAININIG 3 SPACES FOR NEW/ LEASING CENTER PARKING 605 TOTAL PARKING SPACES REQUIRED ADJOINING PROPERTY R -10 RESIDENTIAL: 20' -0" MIN. 1 2 5.) PARKING PER ZONING: OFFICES, BUSINESS: (1) SPACE PER 200 SF OF NET OFFICE FLR AREA. RECREATIONAL AREA: (1) SPACE PER 125 SF OF USABLE REC. AREA. SWIMMING POOL: (1) PER 125 SF OF WATER SURFACE PROPOSED PARKING: LEASING CENTER: 600 SF USABLE / 200 SF = 3 SPACES RECREATIONAL AREA: 1,086 SF USABLE / 125 SF = 9 SPACES POOL: 2,433 SF / 125 SF = 20 SPACES NOTE: 100°x6 OF UNITS'ARE WITHIN THE 0.25 MILES OF THE PROPOSED COMMUNITY CENTER AND POOL, THEREFORE 100 % OF THE REQUIRED RECREATIONAL ( PARKING SPACES SHALL BE ELIMINATED.) REAR SETBACK REQUIRED BY THE ZONING ORDINANCE TOWNWOOD PROPERTY OWNERS ASSOCIATION INC TAX MAP: 61- B- ((3)) -1 PARCEL I.D.: 061 BOO10000100 DRAWING LIST RECENT ORIGINA REVIS DATE DATE SHEET SHEET NAME 05 -29 -07 12 -03 -07 T -1 TITLE SHEET 05 -29 -07 12 -03 -07 E -1 EXISTING CONDITIONS - OVERALL 05 -29 -07 12 -03 -07 E -2 EXISTING CONDITIONS - OVERALL 05 -29 -07 12 -03 -07 E -3 EXISTING CONDITIONS - OVERALL 06 -26 -07 12 -03 -07 E -4 PARKING SPACE SUMMARY SURVEY Q2 05 -29 -07 12 -03 -07 E -5 ENLARGED EXISTING CONDITIONS 05 -29 -07 12 -03 -07 S -1 SITE PLAN 06 -28 -07 12 -03 -07 S -2 SITE PLAN PHOTOMETRIC 05 -29 -07 12 -03 -07 S -3 SITE PLAN BUILDING EXTERIOR ELEV. EXHIBIT 05 -29 -07 12 -03 -07 S -4 SITE PLAN DETAILS 05 -29 -07 12 -03 -07 ECS -1 EROSION & SEDIMENT CONTROL REVISION INDEX REVISION DATE DESCRIPT '.1 SHEETS REV HEALTH DEPARTMENT 0 05 -29 -07 INITIAL DESIGN ALL H e4 REVISED SIGNATURE PANEL, REVISED DRAWING LIST, REVISED PARKING SUMMARY, REVISED GENERAL NOTES, ADDED PROD. SUMMARY PARKING DATA T -1 O w ADDED DWG E -4 "PARKING SPACE SUMMARY SURVEY" RE- NUMBERED SHEETS E -1, E -2, E -3, E -4 & E -5 1 06 -28 -07 ADDED UPDATED TOPOGRAPHY AND ASSUMED BENCH MARK ELEVATION TO EXISTING CONDITIONS E -5 ADDED UPDATED TOPOGRAPHY AND ASSUMED BENCH MARK ELEVATION, REVISED SANITARY SEWER, ADDED SANITARY SEWER UTILITY LINE PROFILE S -1 2 SEE REVISION 12 -03 -07 INDEX ADDED DWG S -2 "SITE PLAN PHOTOMETRIC" & RE- NUMBERED SHEETS S -1, S -2, S -3, S -4 06 -28 -07 0 ADDED UPDATED TOPOGRAPHY AND ASSUMED BENCH MARK ELEVATION ESC -1 NO DESCRIPTION BOUND Y AND PHISICAL INFORMATION: ADDED DATED REVISIONS TITLE SHEET SCALE NOVEMBER 1, 2007, PROJECT SUMMARY: CONSTRUCTION TYPE DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR 5B WAS 5A AND HEIGHT 30' -0" WAS 22' -8 ", RESERVERED PARKING SPACES (55) HAS BEEN ADDED TO THE REGULAR T -1 DRAWING NO PARKING SPACES (612), PROPOSED PARKING LEASING CENTER 600 NET SF USABLE WAS 670 NET SF PARKING RE- STRIPING HAS BEEN INCORPORATED, QTY'S HAVE BEEN REVISED TO REFLECT THE NOVEMBER 1, 2007 SITE SURVEY DATA ON SHEET E -4 E -1, E -2, E -3, E - 4 2 12 -03 -07 PROJECT PERIMETER: 7,760 SF /0.178 ACRE WAS 5,654 SF/ 0.13 ACRE ADDED "REMOVE EXISTING SIDEWALKS"E -5 508.13' F.F. WAS 507.87' F.F., NEW PVC POOL DRAIN OR DECK -O -DRAIN WAS NEW TRENCH DRAIN, RECONFIGURED ROUTING FOR 1/2 GAS SERVICE, GRAYED EXISTING TOPOGRAPHY S -1 & S -2 ADDED CLERESTORY, PORCH COLUMNS RE- SIZED, REAR VIEW RECONFIGURED, GAS FIREPLACE MOVE FROM SIDE TO REAR S -3 DECK -O -DRAIN DRAINAGE SYSTEM WAS ABT, INC. POLYSELF RESIDENTIAL SURFACE DRAINAGE SYSTEM S -4 PROJECT PERIMETER: 7,760 SF 0.178 ACRE WAS 5,654 SF 0.13 ACRE, GRAYED EXISTING TOPOGRAPHY ESC -1 ZL SIGNATURE FANEL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING l ENGINEER INSPECTIONS I 11 ARB ti -3'01 DEPARTMENT OF FIRE RESCUE o •0a ALBEMARLE COUNTY SERVICE A HORITY w ~ VIRGINIA DEPARTMENT OF TRANSPORTATION Q HEALTH DEPARTMENT AqdBA'L. Associates Architects P.O. Box 78 Charlottesville, VA 22902 434) 977 -2791 434) 977 -0593 (FAX) T v RICHARD . FUNK, JR. 9 Uc. No, 7423 ti -3'01 w ~ Q H W H e4 O w Y O 0 w G 2 SEE REVISION 12 -03 -07 INDEX 1 SEE REVISION INDEX 06 -28 -07 0 INITIAL DESIGN 05 -29 -07 NO DESCRIPTION DATE REVISIONS TITLE SHEET SCALE NOTED DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR PROJECT NO X621 DRAWING NO OF 1 VICINITY MAP PROPOSED DEVELOPMENT coo MH q LOC "W' SIGN p TO • Fq\ ,. '' .... WALL M ='' \ ` • Co C # 13 r APPROX. LOCATION C \ • 9 # 15 ''\ \ 10' EASEMENT TO VIRGINIA ELECTRIC K • \ CO \ ` • ` & POWER COMPANY W A . T h \ (O . B . 518 -468) LIP • \.. TP ' P' \ - ` \sue•. `, > LP Al* LP AC-' ';• `\ ; `, 9` :. A Sup Tp LP - •' 9 So LP • MAILBOX \ G', ``• ,''``' <9 TV DRAINAGE \ MH LP PIPE fS ,.N ' F \ y C / is ® Lp '9Fq .%l' ` R -1081 82' RIP RAP _• 3 . ' '(' `c L - 519.24 C ,. # 14 DITCH TV • ' -\ 3' SIGN T - 264.72'l ' CO S POST * \ C -514.27' AA `, SIGN CB =544'48'52 "E) TP `• cc :r`' LP , r WM :,: S$ r • ;. CONC ETE \ • - 27'29' 16 S LP \ PIPE R -1081.82 CO H ,.. ` •. • C ` ` L - 519.01' PT• •EM LP , ='C JS 6 LP PEED BUM T =264.60' C - 514.04' m DI. °y ' .F ' ::t' 0 • -': ' ' ' , q , \ CB -S44 '48' 51' WM.- TV a ° o :4' • TP : {'.. • '''• 9,' \ , '' IRON CO BLOCK S - 2 FOUND \ Y WALL . : WM St 9.- 'fi ti \' ` ` CO TCO LP 'C C tss a • . LP f , MH ` eet LP FCO i ao ,: •' CO ., o MH '• ! LP .: MH ;' •; \ `` MATC LI SHEE E -2 q `LOCA % J?,- M EET E -1LINEH m •,: f ' ' fI O '" DI AP AT9 • ' SA1 N OF I,(AGE EASEM 1` 1kTP • v; C LP x n ( 408' - 3'41 ! ATP t .. ,n \ CU • ''` f N N •'' DI DI D TARY SEWER S5016T • C0 ` O #8 A -311, 316 & 8 PLLP ICO M Co #9 LP D a .. 0 f ; MH A,. Cp • CO• \ `SIGN r0' y'" ' O "C. " f c TV { `•:; ,fa 0 • . • LP wA ',. APPROXIMA E L CATY•pN \ B V ` CD W 0. B. 486 3 4 g OF ORAINA EA MEN T,, t .' ,•CO wM: 4 6 - 53 \ . • vc % MH ,C0 ,: F X V . 0 10 p 33 Cp : NM ` ' *PT FO y - ,, ' °' •'`' LP CU r - ;_: CO ` •l r \` LEGEND: u p` DI " ;•, .. ^' 'k \ 924.5 CO- SEWER CLEANOUTd''` APPROXIMATE LOCATION DI- DROP INLETC0 - .• •; 'o OF DRAINAGE EASEMENT C 24.5 ' HCS LP •TP ,t t ' p `f ` 9F` OG J ` (0, 6. 496 -109) EM- ELECTRIC METER TP ' I r 9B \ FP= FLAG POLE TP '" MAILBOXES ` t t ' r1 ` , `' d, GV GAS VALVEJ ': .•+ • , • _ t t DI CS LP •,. r... 1 v ,." < f q4i \ (D 27'30'00" LP S= - LAWPIP PARKING SIGNt " POST20 ' SANITARYTARYttP • A , . F R -1081.82' MH MANHOLE9 TP 24.5' LP. ,- ' ' tit t .t t tt 3 P ZG SEWER t" \'y l,F' 9 'fc,,` L - 519.24 PT= POWER TRANSFORMERHCS •• t t m QP EME T 0 Z T- 264.72' TP- TELEPHONE PEDESTAL v , . • (D. B. 14 C - 514.27 TV=TELEVISION PEDESTALCB '48' 52 "E) V= VALVE WM WATER METERt, t t ' `• ; • WOOD ':. ;' ;' - 27 '29' !6" - g ' , ,LNG, P ., 1 RETAININ SIGN R =1081 82 ( p 27'30'00" WV= WATER VALVE K WALL '• L 519.01 = A - LP . • •, P .: 12 ;' T - 264.60 -1081 • — • — -f BLOCK •C •CO. 1 ' O R FENCE 1 N • . • AL ; i . •; MH , O C - 514.04 ' L 519.24 ' Q .t : ;. ,E 2 j • • ,, ' , '•, v E 2 ,, WV .' SIGN PT ;; 16 80 ' ` •• ' ' ' .'' •' CB =S44 48 51' E T 0264.72' = BRICK r , p . '' ' 1 LP C 514.27' J DI ;' CB -S44 *48'52"E) = BLOCK 1AC 9" P NG • • t 'CO''CO : 83 11 r .., '.. 2 ' _: A - 27'29' 16' r _ GV ATCH LINE SHEET E -2 • , . LP ' '• / '' =1081 82 CONCRETE M ' 02 93 N ;' \, R . 0 WALK p 9A CO C' , =5191 ' 264.60 PAVEDWM:: A D ,, \ z T BU IN MATCH LINE E T -1 • P - '' ' °' • LP , 9 f ' a CO _ ` ^ 9a LP - `'. ; , '` - c CB -S44 '48 51 ' E 8 , MH EN p C 9 9 ' - '" - - BUILDING HEIGHT MEASUREMENT LOCATION WM• C • PT 61 =~19 8 1' .`•' ; ' ; ' .o A - 4,9 % ">\ ° MH 0. - APARTMEN5 . ` :; MH : '' 1 9 ` rG -o ® T NUMBER LPG WM.0 o j: CO Cp "5 5 POST .•, CO ''l 1 DI ` A F .\ m CO CO 6 63 g6 :: :;YCO p 9 . ® , ,. ' q. `• APPROXIMA 6 l ,;'' F % LOCATION WV, V ' C ' - 0 LP :•`• MAIILBOXES • r'G+ ', ;' 1j. OF DRAINAGE N 6 1 6 5 TP LP "CO 0 #3 0 r,: :CO .1 N LP 0; `. . \C EASEMENT HCS : YM • p :;:' s o, (o . B . 496 - 109) TV TP fLP " WV 0 ., `':'•, 0' DI 1 ® •' ' :. ?. BLOCK / . WALL y MHTV ; TP - 9L q , : • . ;''::4SO : SIGN 4'M . D I sXES, t ' , 9 MAILBO - • LP -,R C 7 , y fyn,'' f CO 2 , ;, LP' WM CO • 83 Q - --' ' IRON L •` M ' 8WV ' CO 2 -''? .: ; T • 3 `s' FOUND Z r t:WM'''=':CO. CO •3 1 ,;: f. , , -W LP ., :C 2 #2 2 9 , C0 : L $ 7 LP• ' LP I WA LK '' 1' : t MH a \ G, 996 .6`0COv .. SD • WV •;. PT • . .S 180 ,• 20 SANITARY 8 #6 6 GRAVEL WV •• ; >'' LP :; SEWER UI 4 ,0?.9 ti Ir. ' N ,: ' , TP 2 CO t, EASEMENT p ` A(4 d' A •' ® • PT R :,. A' 'j .i (0 B. 1553-3111 Fj4 qWAL2v, B ~ • LP '" t• • A `, 316 & 318 PLAT) i-rr .' ;' WV .LP ,.. A T.M. 61X2 -110 - ' ,. . •' . ,,rC CO. 9 / \ A # 1 P IRON PARCEL A SIGN gti Q9 r LP = HCS ' MH :, p' 9 LP ' :MH, FOUND 23 ACRES MH 0 CO'` 116 CONCRETE A (23 00 ACRES a` a T •,.• `- WALL ' {., ) (FILLED WITH s t ^ M. 0 9 FENCE GUARDRAIL "••' ALP " 04') .. ... .•... EaM WATER) (A 19 ss o : CO CO >0 0 .,,; ® LP H (S82'50' 14 W 790• •..,,,....- STR ''•. \• GV L -384.132' T 194.38'S` # 5 0 LP ' " 790.00'... .• _ . -50 14 W ,_ SIGNs0562' • ..... .. C -382. 88' CB- S48634'54 "E)s' .J`' •••'• ... STREAM -'' _ H 6 - R - 1104.33' LP I•• •,,,_ r- MH - . - . ` . , - - — - - . - ..._ . - . .._ _. •' qy ,1 L - 384.86'O O , PAVED C RAINAGE , -•.. AM \•.. i• _.. _ . - • - - - _ . _ - „•,.. I I .-- \ q \ ., ` T =194.40' DgAIL PIPE SIRE . -. ?` RIVANNA WATER AND ______q F,y CB-S48 T.M. 6iB- ((3)) -1 GUAR SEWER AUTHORITY N 9OAiTYEASEMENt - - .._.__ . -. (D. B. 55 \S9. • F,4 MH \ 2 w9 • 9TOWNWOODPROPERTYOWNERS I• ASSOCIATION, INC. IRON •. 'r ' - Q D.B. 1072 -114 FOUND - \' Fq \ `` '•• ` . m D.B. 783 -261 PLAT T.M. 61W2-((3))-1 S coq,i I MINOR HILL TOWNHOUSES HOMEOWNERS ASSOCIATION, INC. MINOR HILL TOWNHOUSES HOMEOWNERS ASSOCIATION, INC.D.B. 871 -609 •• ao D.B. 820 -744 & 745 PLAT D.B. 20 -744 & 871- \ 5 PLAT h0 `• DRAINAGE PIPES m MH FgSS • r ' SIGN O 1 IRON ' 9J \ FOUND (UNDER PAVEMENT) z POINT OF a BEGINNING J C 3 Associates Architects P.O. Box 78 Charlottesville, VA 22902 434) 977 -2791 434) 977 -0593 (FAX) r O RICHARD J. FUNK, JR. Uc. No. 7423 RCHI'I'E J o M•+1 W W 4.4 Z 0 Q H Z O U Boa Cn F-1 C 1 2 SEE REVISION 12 - 03 - 07 INDEX 1 OEE REVISION INDEX 06 -28 -07 0 JINITIAL DESIGN 05 -29 -07 NO DESCRIPTION DATE REVISIONS EXISTING CONDITIONS SCALE 1 " = 40 DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR PROJECT NO V0621 DING NO QQ OF 5 Q m i m t-, Z c a 1 ,;per -o ' 36 p ' + \ '', , ti7r 21 DECK ;,:` hP c ci METAL FOUND LP DECK LP • .r, PT "' '7 134 • ' `, ,'', 9 _' 2g LP T.M. 61_8 • %` ® DECK SIGN TOWNWQOD MOBILE HOME PARK ,w DE K''• 6 '', •'' 12' DRAINAGE EASEMENT D.B. 1840 -42, 45 PLAT LP <r q ` \\ 7 A 6 T ', MH : COUNTY OF ALBEMARLE r'y" - ", ;. PT (D . B . 619 -270, 274 PLAT) MH APPROX . LP ink / i TP . LP P7 \`\ LOCATION MH PT :: %' , -- '+ _ TO VIRGIN19 ` 20 SANITARY SEWER EASEMENT 3 ECK _ SEM VIRGINIA , . _ 8. 1553 -311, 316 & 318 PLAT) "'• • gQ A ELECTR LP TP '; &POWER COMPANYD. '':- ^ ' • 1;` (O.B. 518 -468)w - r MA I BOXES N• DRAINAGE RIP ''' ,, LP LP : y •Lp ^SIG JO Cv AI ,,M PIPE , ; ; \ QPMATCHLINESHEETE-3 _RAP MH '' \ q STGN MATCH LINE SHEET E -3 S EM LP LP M14 ST t MATCH LINE SHEET E -2 DECK MAFp• \ SIGN 'ti C LINE SHEET E -2 PT 011 F LIP N"7 IM M =1111 • ''.• , .'•, • ,.• .: ON ' SIGN.! ` s op '•:, SIGN S71 '56' 59 "E 4- 82.61') ECK ; \ • CO +• . e \ co k•''' ,\B2.7 w . , ,, 3 r T) i WM LP • SIGN \\ cD <(I \1 s'v ':, 2' METAL 1 . , BUILDING *WV LP t. .\ •:' i' , P * ` FOUND ENCROACHES 2q 5 . ` "\ _ . `• o \ `', _& -. nl / \ `` a w .WM `` ` \` ,o APPROXIMATE LOCATION OF DRAINAGE EASEMENT4. f _ l / • '' , . -• Mw \ F (O. B. 486 -534)s O •' MAILBOXES j IRON i , \ \'` i' S QO T \ -y Zp2p MAILBOXES / % QP G SI N( 55- AN ARY SEWER MENT3311, 316 40ti+Ri BUILDING i' HEIGH ( TV e TP LIP A1N ,.. 09q *TV LP GRAVEL SIGN , •TP _, f ', ' \ q` •s N / P4 V j WAN .. VEME F . ti co 'wM 1 ' ,: SIGNMGpLPTP `'WM` ,r \ \``FH : CQ \ ` `"c SIGN PAVEQ p R•IEIGHt 0 `' ,• . ,, " p; M ti ;, \ , 9 '; ., :. , .' • ; • " \\ Z LP POST P paV N6 1 \ MH ` c ` 0. 17 •:''•• LP.,'ry, PT Lp: ,'<', \' \•\ \\ or 0 .,; ',;' P SIGNcoi Z • \, w'CO` MH .'" 2 1 • ' " a " N6B013742„E IRON 2 ! u -,tini r y '•;'' -° : ::,. PT Wt. T'9•' LUC - 1 ` \•. f 8.2' •'' C t i' ,'. ''.':: •'' MH • LFt ' :.' Tp , WALL r' \ ` ` '\ SIGN N6947'45 " FOUND SIGN °'' -'HCS" .' ,r ., •• s•. ' \ ••• • tom \ \\ ,\ 60.36' . ' ` '' FENCE + s- . ti, i . -, ; 'SIGN C 13 LP a ,_.. CO. '- ti:APPROX3 `' ON F .. , :r: ,\ LOCATION IRON ' :,, I f ' C i 9 J • # 15 "` `. \ 21 V. ,\ EASEMENT UN VIRGINIAA ELECTRICFOUNDIRON •;i: ,. ; ='' l ' •'' \\ `;\ TO VIRNI FOUND LP ' < , CQ W , CO T \ ,`\ & POWER COMPANYPOOLph • \ ` \ S69 14 W FRAME ;` '' • t '` LP :: a, ' ; . • LP ,. TP CO p,. \ , ; \ M \X D . B . 518 -468) 1 FOUN 56.83 BUILDING ,,. •, Lp NCO yr ti \\ \\ O S69 "W HEIGOT -9.8' PLAYGROUND •':7 ;' ' MH `:•y't`,,'• \\ .O N18'S7' 19 "W 56.81') GRILL '':::l:i•• ,,;: ;tit • . ; ,, ;;Y bib .' wM; :. `" C '_ °- LP : ';`\ '• ' ¢ 1 T ro'; " °t' '•, • °' "t . "..:, TP6.00 •> '- \ •',• ....^"y" ' •'• -\ \ ,_/, ` \` ``'• ` V CITY OF CHARLOTTESVILLE V . . :.,: ,,::•;;; YY•••• f GAS LINE EASEMENT V =' "; ;.a• :_ :.. `'`;• NN19'11' "W , + •s 5.981 (D. B. 1791 -349. 353 & 354 PLAT) SIGN =r;= t r "' °. ` -J; _ : ., ::: , "C : r T LP • : o \ \\ .. eo `Cy` 9j S9, •o ;" ' r -._. rt `' ,;; ;; 'CQ C o! •LP `'• \ MAILBOX a'; t,% . DRAINAG VIP T. M. 618 -((3) -1 E ''' j'MM f\ •3yw ? "1N %r , TOWNWOOD PROPERTY OWNERS ASSOCIATION, INC. C[ b `'' , ', ' LP ' PIPE S : F \ ``• 7 C? V , • ,.ip>' /\ i; /,y, f 1/, C ,. :r ' a 'i s .- ' b D.B. 072 -11A c?i ''s. <c' 4 ,;• ' `,• C s \Tq •y '\ (A 27 0' 00" D.B. 783 -261 PLAT f ,., i• . ' ,' , - 1081. 482'r'3j ; RIP RAP " ` C; '` # 14 \ ,.. \` `,\ R t ;;',. ;, - •• DITCH ,. ''CO V 03 ` SIGN Y 519 = 264.72CO *•POST C . -' 1 =5 14 27 MH C P SIGN -•.•' ;„ , `; . : / • \ `` \\ CB- 44 '4 ) TP •' ; LP •WM. 1s : _ R SIGN S B'52 E A 27y? B2'S. yjs,",' WM .0 :• b`a LP : PIPE \ R =1081 PT• • POST ;,,, .;,•;.,M Y .• . C P E UM - 264.60 L 1519.01 f .'•,'?; ;, . C pT. ,. LP ,, ,l f LP Y E D B ,- T IRON % ';c D !. ;., 9 • ,.t• \ \ C - 514.04I , 0 ••,,• , , H Co-S44 *48'51" FRAME ;.- .,;,,,,,,,;,,, ,,. ':;- • .CQ . '\ - BUILDING TV p },? TP _' 9;:' \ ,• IRONG BLOCK .. :wMS S \- 1 FOUND QN t CQ ai (CO WALL t , , 9' , \ • ` \ LP 4.39' .• :, ,: . C s 2a. . LP MATCH - \ ' `\F AME N6•''' + C0 •• CBUIHCSLPo o .= . -CFA ;. LI SHEET E -2BUILDINGq3y ES X10 •A ',Q. C MH :,' LP , O FRAME P y" © j ' ^ ,' . j ' AP {( `LOC ON \ '' M LINEC. DI q N OF TnthGt EASEM T` \ \Tp EET E - o " • ( 406'-514AO TP * r 1 1 - -T . "' '' CO :CCO ".i LP • : TV BUILD2JG , "!,, !'"` o r ''` ` , ;; DI DI DSEWEENCRQACJiEB , - CO {t ; ; L CO #8 A 311, 316 & 8 PLI 1.42' #9 D KARY s, `` AWN 8• 88! r r • ::. ::r N fi MH Cp.' ; ' ` \\ SIGN r -LP WOOD ' \M : t' `" : _ ••+ w TV _' ., ,. CO " \ `\ b1 t' ` of ' 3 1 8'0 6 WALL h', APPROXIMA E L CATT0N `\ 0"&fi CO ._ wM, as 3 ,• OF DRAINA EA MEN ` ' ,, \ 1 2 `. o y •o r _' C CO M %, M 3 GO CO;: `' r.• .s (D. B. 48 5 . \\ sco G `• I `Fs # 10 TV a` \ s J' P \SEE ENLARC%E SHEET E - O . ; n2 :;° ^ P •c0 Q • PT `, o \ \ q F L % FOR PROJECT DATA m V"'p : (w t Co :.: ,• ; ,. ,,` ,`', `'' s t'' \ s << 24.5 * `. ° 9 J 24.5 HCS LP .TP 't •Sd \\ 9 C\ .. 0 ` ,' !" r' TPH 11 ;P ;" . MAILBOXES • E -o \` d+ LP* "= t„ , r ;; P P A2 G 20' SANITARY , `•' G Trp HCS ! ZN SEWER PT FENCE. O t T ECROIkC'f•IES. Z - • ;, G ( n ,. .,; C WOOD :' `N \RAM , '• , t .,,. ,'', 1.N .:t• RETAINING'' BUILDING 3.6 " LP ,•., ',,pptAK P :' A WALL ', \ \ BRICK WI,K'' A , " a \ E . 'FRAME NCRQA ,, " ,,,•. 1 , ;, `', , E N WV SIGN _ BLOCK :. •.. C" •1 ` O \, BUILDIN " ', '•, E ` .t ' L 1 0 • :' MH' mPT110, E FENCE' P Q TP BRICK ENCROAC 8' f WALK 2.7' GV . . • MATCH LINE SHEET E -2 P '` _ LP' FRA B • 9' FRI a--- --•— .......... 't G BUIL IN ; P . LP MH = C BUILD ENCROACHES, MATCH LINE S E TV' E -1 WM" a B EM J6 r:,•::• =: C:O.:;a' 9 ` S LP FRAME 4 WM:'C PT ro• , 0 ,., LP 0 _ A BUILDING , :, • ti ... ` POST ~`'' CO .CO C0: CO. - ::. ,•• 0 AqA TP •. +•` L ':,• , •LP ,Cq',. C : - :• 0 0 LP Cp N MAILBOXES • N :. H f:: p :CQ n LP SEE SHEET A 6 TP z+ `.''` • ,:, WV . CG `o #3 w s6FORTV _ LP OWNERS 02 •'' - `' `' :. .. r" wV - o • TP C ' ' 1 , Di, BLOCN WALL- P =C TP :. ' ' LP :, 1 DI MAILBOXES t _. :: • C' CO = TV ',off, , t CO CO Cys%t. •Lp 'Z I '-o. .. , .iu' r''. 2 , :'• /' WM CO FA Associates Architects P.O. Box 78 Charlottesville, VA 22902 434) 977 -2791 434) 977 -0593 (FAX) T L rocr SUNK, JR. Shia I`Jda A o h-+•i D W V 1 o >o E O o V1 2 SEE REVISION 12 -03 -07 INDEX 1 SEE REVISION INDEX 06 -28 -07 0 INITIAL DESIGN 05 -29 -07 NO DESCRIPTION DATE REVISIONS EXISTING CONDITIONS OVERALL SCALE 1 - 40' -0" DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR PROJECT NO V0621 DRAWING NO Al OF 5 METAL BUILDING METAL BUILDING ' T.M. 61X -3A-I THRU 46 FOUR SEASONS CONIDOMINIUMS rss D.B. 551 -162, 200 PLAT Ss2 s4q 3s'F2o,F 15' EASEMENT TO VIRGINIA ELECTRIC & POWER CO. D.B. 1173 -523) 6 925.00' S 16 *26' " W 126.00' ) P.K. NAIL SET IGN W 011 LOCATION 10' EASEMENT TO VIRGINIA ELECTRIC POWER COMPANY D.B. 518 - 468) A - 47'31'33" R =600.00' L =497.69' T - 264.17' C =483.54' CB- S07'19' 02 "E A - 47'30'00" R - 600.00' L 497.42' T - 264.01' C - 483.30' CB- S07'18' 52 "E) A - 47 '30 ' 00 " R - 600.00' L - 497.42' T - 264.01' C =483.30' CB-S07 "IS ' 52 " E) 12' DRAINAGE EASEMENT COUNTY OF ALBEMARLE D.B. 619-270, 274 PLAT) o N 12' DRAINAGE EASEMENT COUNTY OF ALBEMARLE B . 619 -270, 274 PLAT) APPROX. LOCATION 10' EASEMENT TO VIRGINIA ELECTR POWER COMPANY D. B. 518 -468) SIGN MATCH LINE SHEET E -3 MATCH LINE SHEET E -2 Associates Architects P.O. Box 78 Charlottesville, VA 22902 434) 977 -2791 434) 977 -0593 (FAX) F GrP W *00 I FUNK, JR. lik 06. 2A 10't y W ^ H Q M W W M Z M1 ~ 0 Z O 0 a Cn 2 SEE REVISION 12 -03 -07 INDEX 1 SEE REVISION 06 -28 -07 INDEX 0 INITIAL DESIGN 05 -29 -07 NO I DESCRIPTION DATE REVISIONS EXISTING CONDITIONS OVERALL SCALE 1" = 40' - 0 " DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR PROJECT NO V0621 DRAWING N 1 OF 5 n j ' \ a m 60 2 I Gpy S 4 20) SPACES 36) SPACES o h 20) SPACES L, c a ¢ ¢ v X_ u u / v/ ru X g I[1 NIe1 Vl w I A 11 X / W Z / NnNQ pp Ow NOmYYV NO ^ (XVUI 5,..,Z mmaU U / pp6 <¢201 G= ^ 1 N ° ^am—U g SPEp / < 1. 1Omo 18mmN a = ;a ; j 1 Io QWm pPPINP w .o j J o mm = 217 v vwo r>maNn ww NOw ^m'o I n2"w OQO /Q JX-UCS C rUU / / ' +_•, Z O \ I4 \ 1. °. \ 1 26 53) SPACES Q ° I 1r •., p a QJ • to 1 It55) SPAcE 5,A 6j6 6v• / f' N m 1! 1I 24) SPACES2SPACESu 2(20) SPACES N a 23) SPACES j p O p • F \ /• ' E1 1 (22) SPACES W Z-• mmN1QN Nms' - : / // • e _ P ®• \ O J O a \. I W I I O m ice. +wNI[w lG1 °Ia1NLL'I 1mN HS / a N - S \ U :U • a • Jw -um CQ JrUU . / < W1 / ' oam • r / w Nw \ ° ' NN • N • ± i 071 g r5 \ wu i 1 ::. ,/ NN x / •, :• a u v 'O a a >. ° n B ,''/ /" / i N ' W s mi ..:o , ". o n •. u J I I I .. ag8 / i ' OZd O m ::. /,, / , •. / ° / /.,/ y '_a. m " :' ..., r 7 C \5 " .. '. ,;.: /,,•' ,,•. •. •. ./ •. , ., ..• " ': .d •, n .... 4 a ,.: t1...m au .I zmQ 6°1P /,,• H '1 •. /' 2 ;•.,; {!' XY Il u Jx ,'' y. i gn 1S2 :', ' /µ •' E /, u.. •.,'. s ' u.X ., P`I .'1N0 x , wy j j Ew i' P \O 6 • /. / jE _ i ':, p o '• J -:.:- z ZD 5 x . P s •. = ?y 1 '- m zia r5 .DO 6P2. ,.:;.j /' /,! oj.._ n n •; a w- i:, '1 ., h0 wN o °Wm rn 1 .pD 62E /•. / •,'• N1 / Y p/ J 'S ' u, . "`, 1 t 1 Q. ''' wia un 9'' \ p'1 pµ ', , i• h '^ / , .0 J u a '.\ 3h /' \(j <' <- 'o mo \ / 3 -'' •. Q P '' / I / r• s' o n .. `' \ J 1 \ 1 4J w /' nm • 'iw" w .»•` / i S u:' a ., ` > a•a " Q 1 11Gpi' p 6 m 'y O pp '^ {W J " JJ ` P p Num ' /, / T N .S. °2 J y./ / W10 • N Yl nOY OI.1 Wo ; Q \- Ovp QV •• f ; ^` . c o o . . .. a 5 R .6 6 In X :'`. ,' ia. , •, ': ' '• }.: - :°-' ^ y '° - 1 \ m 'u. wtixm _.. n m oaow4i., ` .. •(rG ,q2 ,5 ..: :: ` : .,, '•., '.. ' ', ', i, p u7 1 ,,, I a 1 vl CU m8 s . • •^ r FOV 5 60, D tE 4 c> LL /g i' !. '•, i. '. ' ' ' !._ ' .''' te ue' \ o , • •_ ., r 1 j .,, w~ ` rJoncuTra L un] a Jru M ` ,..... \,. O pti' / i ,, ',, •", ' :', a Ir' 'o ' ' 11 a vw . \ m` aC p N nm N \_...... / , K t u a n h , o * J \t$ / n S ..r MP\' n "j •`••' % •' ' h0 0 ,:•, .1 J 1 98D Y rwBaCwi c PpVE' ',p n JO /./' , _ . • 'u a / a ; \. u >',. n• • , :. , .0 tp ';;FO 1 \ I j ld 5£9 99° O3 rorn • ./ J /• J ^® J o \ sto tlt09 -2Cr s'w tin , Qx 31y18 9 (. 09) 3AIti0 SNOStl / ^ I y a • / m F u : • J , % p fZ z J a zn m ' a \ \ NIVA30I9 r 1mF ;,• ' .•:. < 'N r u d''. ng.0 d . \ J _ — N9LI0 raw ....• , 'o 'k / D.r!. W \ \ • r °+;' m tih' u° ,,n s i .;,u a1 ::..: + , ZdSJ ! 1 119' a \\ r ...............° l vj r 9 p . m^(. In A , r; ::: ...,i ..• a . • J .,. o • _. i`J tt 5 V 1 o \ ` ~ O ,rt u _ , ` ",U •..'! d7 ' '\ . \yl < OX .s. ': a 0 O u no < \ \ 1 e \ ° • ri : H Wa v '' is < n •,. •., •., -• I 60 u .o ., a . ENS a \\ 1u a u Ig r ' - • - Y`o J •a .N Zn ° m 3 a :;s ... .'.. ,•«• •. .. .. O .. \ In :. QQ ,' J 1 f ,..;' ,, >. > ,, -i •; '., •., µ,N6 i ` u r _ % 6 n l' y '. $ J ;_ / - -• _ J• • ' t t '. P / • u \ O i <= p c w.. t " • -_' 2 5 qy 'p mJ '' IY o• .: as -, ,." ,, t / J S a S \X yi > / ar / / •npo p t m U \\ 0 W (wl 1 \ \ ., t •, t , '. .' ..:. J Q U,.U. ' s; '• w / \ Q o rY \ \ m ¢ f, ) i. 1 ° • J • X i / 1 \• sd J a S < • `.m1y %/ , ,,.N mSQ^ b r r . .:.:. r ... ...:. ..,. .. i •\ 1 ppRK \ NG \• _ w. ' tl ,6 µ ., •:oa /,/ : -Qp myiy, wy p pi' t I t /., .,• -- •• e .J., n... J V E x. • ^l aJ¢ Je 20 I I j ' I n Q '• r, F .. ° J'1 n,Y. .. r- .© ' P .'u ° m °m ONt Nord ! i t t •,,t ,• n • o u J \ \ J a .. ^I N „i; PaPµ` r N . Kt. uziuN wn \ F r — N 3 p 3 d Y d l t a ° •\ Y .{ # ' 1 y ' 1 , ® rrPtl+ \ , \ a 11n /fi ao NINtlY,d i . `1 X t a ^ ~ . • . • tQ,, " \\ \ o ..I P!• '_° w \ m W j RIJLKA j RAO"* 9 ' \ n ' u: ':cg QPPµ, \4',," \,.\ Jtt C XL Y wu ' m P ^ cY} \ >E ' n \ t...\ a .. s J a , •,1t ` .• t y l 2S 9 6 / J , 6 • ® a \ . " yr, x / P ' '^•' J N e \ \ 1 \ \ SO ... .., o .. ® ' /,./ i2,.: u • 6•s. • .: o zl' ,;• r .pa ,, m ^ / \'d 6 \ • \' \ ''\ \`\ \ y, , ' , j% • r ._::. ' 4 R\ '• n \ J• i ` s a yy? w t tl \ p v o ` \'\ \' -\ `\ • \ii wry \\ \ ' ~•... \ 1ST J 'wu 3c x '' /' I " g / z `\ O i . n %\ t hh ..':. C 4 N e ' P P p P / _'' "r Q ° •\ Q\ \S$ "', '•. ' Y 6 ,,y' .. ppt,rl... In \ W o y •\ \ J'' /Q as - -- o -.• ''' ,. J / ..': ,., <i o `' \' \ o `,. • \. ,' NOTES: 1.) PARK SPACE QUANTIT ( # #) ARE BASED ON A CURRENT SITE SURVEY a n ; • o < 9 J , =•J J a /:\ COUNT BY ROGER W. RAY $ ASSOC., INC. THE PARKING SPACE COUNT3•C2.9E.2pN ..^ W$ m ' \ • 1 ••' n 6• r a -: 'a , \ n 'am O 3' S. — o ', N % \'' ,., -y HAS BEEN VERIFIED AND CONFIRMED 5Y ROGER W. RAY ASSOC., INC.r a ON NOVEMBER I, 2007 AND IS NOW REFLECTED ON THIS DRAWING SHEET. rL 2.) 100%' OF UNITS ARE WITHIN THE 0.25 MILES OF THE PROPOSED1.50'6 3 i hh !3 ' 2lNl v " • , ;:_ :`2 COM1"1UNITY CENTER AND POOL. 1) H C PD SPAn, w -l6 2f 1 ONlo l > m A n I0 7YL 42) SPACES O . Q t l34) SPACES If.Ot'9 I ^mat. or ° 3n ° 2) SPACES W" o (1) HCF'D SPACE 7) SPACES $$ g ^$ (13) SPACES 8) SPACES m nw 18) SPACES Q 20) SPACES Iq Associates Architects P.O. Box 78 Charlottesville, VA 22902 434) 977 -2791 434) 977 -0593 (FAX) 4 RICHARD J, FUNK, JR. Lke No. 7423 O I W I Qo rI 1 Z WO i:4 o 2 SEE REVISION 12 -03 -07 INDEX 1 SEE REVISION 06 -28 -07 INDEX 0 INITIAL DESIGN 05 -29 -07 NO DESCRIPTION DATE REVISIONS PARKING A2 SPACE SUMMARY SURVEY SCALE 1" = 80' - 0" DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR PROJECT NO V0621 DRAWING N 1 6. OF 5 571 6 z < 2 ti T P M 82.61 ) -- DECK -\ \ \ CO. S71 °56 ' S9 " HE Y - LP• 82.72' METAL ti ° ' \ ' -3 31 \T) - / N / BUILDING \ \ 20 P IRON ENCROACHES q , / FOUND LLJ MAILBOXES j z ' IRON \GvP 2 SAN Tmss °) \ "\ -'" -" " METAL - SIGN •o o FOUND ti ` _" e \ 4SS IBOu OBco BUILDING ti ' C / u ' HEIGHT- 1 W T P a \ LP XI BENCHMAFR r / • SNP • T U TOP OFF ANITARY A 'H 0 ,4 /ASSUMED ELEVATION -P00. LPr 7 W \ / I Pia SIGN T P GRAVEL Cn 5 CA RT `''MAN P ' _ C G HU {_. __Gv l ,' \ .' '- _-,... — _— 4.993 _ , - - 7 V L X19 P 0 ` I\ \ / r `. ` \\\ t _ '_t- 2 \ TQOco / ``, - . \ 1/ Mme ...- =,_ '-- 8 INm503.23 (EXIST.)2 0 . -., ,, ',, \ INV. OUT = 503.1.3 (EXIST.)% ' F T P 521 -- " 1 - - -- - -- _ _ # 13 3 N L.O IND 0 W MEXISTINGPOOL / Ica. 3 BUI DING 26 W \ i2 F\ A M E f 0 Acs• L P \ 03 W HEIGH -9. 8 ' LAYGROUND `_ ``, `',`'` . CO I o M H GRILL1 \ N M - OF CHARLOTTESVILLE r - --Li J REMOVE: TP 5G ] D E ISTINC,xSLINEEASEMENT ..12 rr waL r - ,';SIGN , / T P1 -349, 353 S 354 PLAT) CO p. J - r ,,\ \, \, _.4. 9 F]8.? ! / • 554 \ ` ;1\ 5507 w - ' I ` C 0 \/ v WH Tt_ \\ t \ \ 1 ,\ .: /: / i i J` 4 ;l /,. a%tl_ (n LO Oi \ \•, ` / >` , , ;' , TV WM M . 61 B ( / — C7 JGf7 O % /` / ,\ t \ ` j ! / % i fy \ /' / / • s. :../ ,:, ; , .., .- , r LPQTYOWNERSASSOCIATION, INC. cj ,'S 5,8.E 1 v DD B 1072 114 = t \\`t1, ' ''I mB. ^ I - - I ` \ \. , roll. /4 ' ,' I '' /'' , /, /• / i i / /`n,' .; ` i.N. _ B. 783 -261 PLAT `hJ `\ \\ \\\ __.F_ ^' ?' ;r //, /lr ;l ' o O RIP RAP C 0j; • v 1 5V 2, co ' I M IH DITCH s 6 9 / - `L \, \ 507.71 %' / ,'j" f '';c . / - 511. X T T Q I - I i / ' /-, \ \ \ mss / • ' / i '„ ; 'i ;, ' i• \ 00rV N?A LE iNC (\ V. Ol,'- .76 (EXIST') — TP WP1 LP co CO MH CO I IRON '. co POUND FRAME `\ \ r i O \ B U I L D ;,J -, '/ %, w ; W W M o 1 i J , '', . '"1'.. rC \ ' t \ 0F " I BUIi..DINCG` , \ ,/ / , Oil :c h•` i o • P ) L A R.\ ' \ \ _ - a ` ..,aa :> 4 5 Co • RENCHMARK: C 0 CORNE F CE CON F T" • a 1 ° \ \ \ 4 9 \ A, \ \ ,6 : J ELEVATION = 1 6a FR ,, 1 K ] .0 S - c c . W M oLD l 1c LJ V G _= J • O \ - .. / i w FRAME ',' \ / Y ! l f L P 0 C3 a ncG .• 4y2• P....G?, J V ,\\ CONCRETE CU CI 0504.72 GRILL T P ` \ \ \\ r ` , RAG 4 CO CO PW\r: E\ 1 t U I L D :I NCB \ Q EM POACHES i .a _ WM M m Associates Architects P.O. Box 78 Charlottesville, VA 22902 434) 977 -2791 434) 977 -0593 (FAX) G r WOW I W A. W E—r Q ao ^ O F V1 0 Boa o V1 2 SEE REVISION 12 -03 -07 INDEX 1 SEE REVISION 06 -28 -07 INDEX 0 INITIAL DESIGN 05 -29 -07 NO DESCRIPTION DATE REVISIONS EXISTING CONDITIONS ENLARGED SCALE 1" — 20' -0" DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR PROJECT NO V0621 DRAWING NO 01 Al OF 5 PTLP #18LP 2 T P • 571 - 2 2 2ti TP 61 ') DECK \ \ CO •82 LP __ - T MS715659E ,, - o -\ \ -3 31 T) / NM 82.72 METAL BUILDING / ENCROACHES q / #2 °0 \ IRON 5 / / EL FOUND LLJ 3 - \ L' / c \ MAILBOXES / C • IRON \^ \ / v • 2 SAN T. o s METAL FOUND ti ` e o - 'IBO / 'j PP G SIGN ([SOB - ICD u BUILDING ti 3 \ 499 430 / 1u HEIGHT 0 TV 8 ms 5.8' T P BENCHMA \ L P P P * TV TOP OF ANITARY A 'H ASSUMEfD ELEVATION= 00.0 L P CO a CO X17 - -- ` W V , / • T Pr - -- 5« SIGN GRAVEL \49 CO / b R Cu \ EN C A p P L p T P w , PAVED _ \ r-1 , EIGH . _ _,_. coo Li TV J F T I"t.A HQ 1"'14 -1• ` ZT co o i k w7N61742E ' n \ \ \ ! T.(::).6. '50 ` , , -_. • IRON c,___ 0D 60,371 8 c \ \ , , L IN =53.23 tEXIST.) , .p e ____ FOUND 2 m z ` `', INV. ©U-r = 50. .1 (I- XIST.),` N — F T P EDO. 36' _- 1 H S_ GN 1111 # 1 LP 0IRON \ FOUND FOUND LP LD0 W M 1 EXISTING POOL _ S69 ° 14 ' 28'' W \ >;z FRAME \ rJ 1 ,•; ` f eol: Dco• LP S IRON 56 83' B I DING P P FOUND o HEIG — . 8 LAYGROUND ` \', \ `.', t7N. MH CO 5 6 81 _ , \ N ° 1111 NIB 057' 19 "W GRILL ,,= \ , D s 507 - 7 }- t .f LSl CITY OF CHARLOTTESVILLE a 1 1 3 7 W \ • • 11 ! \ \ , ` /P , -y -' 5C'7•, k4 50'.8 N CII .,{. I A / \> v f i V"5 N 19 GAS LINE EASEMENT zL SIGN .. ;,, ? J{ • 05.07598 . B 1791 -349 353 S 354 PLAT) / ,- IN= t t^ . OUT 504.65 G XIST.) COC0 T PD n / /,! ._--• --\` ' `, NEw COMMUNITY/ 1Q C .. r E. - • LEASING E31.1IL ©.INCst 07. ,h . M : I T L E . s ` 1111• ,1 \ , \ 1 . ,, o ' ` . cif.. K LO 59 T / / S 5 wrizT_ \ \'` ; / L WM r Q r co i F- rr 0 z a J CL T. M. 61 B- ( (3)) -1 , F I E , ,` , .< ` . ' y p a 1 • • ` S TOWNWOOD PROPERTY OWNERS ASSOCIATION, INC. 7/1 V i, 1072 -114D. B. " ..``` ''6 S, , , WA r ;oNC CO D . B . 7B3-261 PLAT ( Ew eXT 'N fi LP 4 i - RIP RAP GRAr \ f74TMI -F , q7`3 INV. T'\3rDS.75 Q s > Ct' • C 0 S b N \ \ Sol. F , DITCH s 6NEWMeANH"E M—H -IA ` j - 1 \'ER R XNEwtE ( ALEINV. IN r505. i , f r \ - iZ ut4; l" (EXIST') - 1 INV. OUT = 504.65 ( EXIST.) G!/ S `C '~ N 1 I CrNc.. V. OtT = ,76 . 2 %. °qc \ LP XISTISQ M,qt` HOLE MH - !. .,T p T.O.S.= 507.18 E.XMTINCa MA,NNQL,E MN -I ` J 11 '' wM M H9 - 011.0 5 .1 F , / •INV. IN =593.23 (EXIST.) I T.0.3. =511.51 ,',. C O / INV. OUT = 503.13 (EXIST.) INV. OUT = 5197.76 (EXIST.) P T 112' LF 6" D.I. AT 2.78% (EXIST.) / I R GN A o I I / FF'fl U N D , N'.,, 1111 : LDT H 65 LF 6 D.I. AT I. 05% 'FRAME \ DAF- - \ c T V °1111.,BUILDING _> conk: , 0011" amm. -^^ ... _^1111 1111 _ \ _ = =- - W M o mom ~wm r^r ,n,. r.... w++ + ..r,^, •ter• .a^,., am"" -CD ,' \ 2. C1111m - CEXIST. of Q WN NEUJ O.O. , ,,L,:J w CG-2 Cu J 4 . 5rQ -fib E. \ ' J COC0INVAT505. EXISTI H PO P ODA, 1 = \ NG S , COCG51LFCoD.I. ,4T 2.2.78% , PF /' wI F__ \ + . ,. 8ENlCFiMARK: • v N P`i Ct IiNER F [,t:N1, FT • c. t' / \ so= 'F . ELEVATION 0 , u °SANITARY SEWER UTILITY LINE PROFILE / I N G - CO W M o0 SCALE: 1" = 20' -p _ \ / F04 R, , `_ :x _. _ 5 S C o o • a PLANT SCHEDULE Y Architects COMMON NAME BOTAN" NAME CALIPER AT HEIGHT AT GROWTH PROPORTVN OF SPREAD AT I COVERAGE JAI SG.FT. AFTER 10 Za ROOT COMMENTS 4 PLANTING PLANTING RATE HT=.SPREAD 10 YEARS YEARS GROWTH rn'E LARGE DECIDUOUS TREES v o boa 2 SEE REVISION 12 -03 -07 INDEX FLOWER COLOR: SMALL RED 1p LDT1 2 RED MAPLE OCTOBER GLORY'ACER RUBRUM 1112' -1314^10'RAPID AV 20'314 6 B/B FOLIAGE COLOR: GREEN DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR PROJECT NO V0621 DRAWING NO Q 0 OF 4 FALL COLOR: RED, ORANGE, YELLOW SHRUBS FLOWER COLOR WHITE SHR1 9 RHODODENDRON CATi4W&4'RHODODENDRON 1 W - 2 W 3'MODERATE SO 5'8' HQT 5.8 CONTAINER FOLIAGE COLOR DARK GREEN FALL COLOR: EVERGREEN F R /A M E A _ } . ` \ 1 \ `q' ocCaBUI y Mr2 SO 1 G f DAR \ 1 iti v CONC[;ETE ( C 0 Soy /.ts GRILL . P D L CO CD 2''F V,G \•711 C OEC4YNIL_ t1 y .p {,A \. 4,•, jet- I \ yVIKJ.i. # W Mr ' Eft AV I FDN d " 914 ) F Associates Architects P.O. Box 78 Charlottesville, VA 22902 434) 977 -2791 434) 977 -0593 (FAX) O rf l21',` ID 4 o M+ W Q O > o boa 2 SEE REVISION 12 -03 -07 INDEX 1 SEE REVISION INDEX 06 -28 -07 0 INITIAL DESIGN 05 -29 -07 NO DESCRIPTION DATE REVISIONS OVERALL SITE PLAN LAYOUT SCALE 1" = 20' -0" DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR PROJECT NO V0621 DRAWING NO Q 0 OF 4 OFA A,1rAfO/V1 A AC1VM77JVV 1WROW FEATURES & SPECIFICATIONS INTENDED USE Recessed Frame -In rated Non -IC for New Construction only. Approved for all ceiling types (including air handling plenums, and wiring types. CONSTRUCTION Rugged, galvanized steel frame. Galvanized steel junction box with (4) romex knock outs, (2) 3/4" and (4) 1 /2" nominal conduit knock outs with pryout slots. Rated for through branch wiring. Removable door for easy access. Ground wire provided, Rated for 90° C supply wire. Galvanized bar hangers span up to 24" o.c. and feature built -in T -bar clips and noilers. ELECTRICAL SYSTEM Metal Halide frame -ins have safety sockets standard and accept only safety lamps. For CMH PAR lamps, ENCL must be specified. Socket attaches to reflector with pre- mounted screws to ensure proper and consistent lamp position. Encased - and - potted, high power factor (HPF), dual -tap, 120/277V ballast is standard. Thermally protected against improper contact with insulation and approved for through- branch circuit wiring. INSTALLATION T -bar or wood joist installation. Expandable bar hangers allow for off - center mounting in T -bar ceilings or wood joists. Bar hangers expand to a length of 25.1/4" maximum 13.1/4" minimum. Reflectors accommodate ceilings up to 1 -1 /Y thick. LISTING UL listed to US and Canadian safety standards. Damp location listing. (See trim selection for wet location.) I.-- 17 -1/2' 91 5) All dimensions are inches (centimeters) ORDERING INFORMATION s/mh, 4800 rated lumens no, LTI Description Example LP8H EOM SOM 120877 Choose the boldface catalog nomenclature that best suits your needs and write it on the Lamp Lumens LLF appropriate line. Order accessories as separate catalog number. ram0 ao.Zone Lumens 9Wsmp LM ONE 70 -WATT COATED ED-17 METAL HALIDE VERTICAL BASE UP POSITION. Sorbs Lamps Bssm ang a 72,9° Volb 0 ] l104 OptionsReflit'ctor 83 • LPBH Mahal Halide 802 White Open 128/271 HEB Electronic ballast. 60M 50W MP50/C1U 802A Clear Diffuse Open 128 ENCL Standard medium base socket 70M 70W MP70/UU S02AZ Clear Specular Open 802eZ Gold Specular Open 2" 2 For use when LP8H 50, 70,100, and 150 metal halide frame -in 100M 10OW MP100/C/U sum Pewter Open diameter used with enclosed trims or Isom 150W MP150/C/U 802WTZ Wheat Specular Open 0 when used with PAR 38 metal halide or CMH lamps.High Pressure Sodium SOS 5OW LU50M /C 183 Black Baffle 803W White Baffle 6' SF Single fuse (Must specify 78S 7OW LU70WC SW1 White Wallwash 12,8 voltage). LAC Provides compatibility with100810OWLU10OWC8W1AClearDiffuseWallwash 0 8118 54.1 Litihonia Reloc System. 1808 1WN LU150M /C 8W1AZ Clear Specular Wallwash SW1GZ Gold Specular Wallwash 88.9 WLP Lamp (shipped separately) 11.1' SW1PR Pewter Wallwash 7=1 TRW White flange. a 2 SWIWTZ Wheat Specular Wallwash 12' 8LF1 White Splay, Flat Clear Lens 6.7' 21.5 14.0'4.3 8LF81 Black Baffle, Rat Clear Lens Aoosumiss. 0 8118 54.1* 81.4 White Splay, Fresnel Lens 37 Order as separate catalog number. 29.3 OL84 Black Baffle, Fresnel Lens 17.0'2.9 8LF73 White Splay, T73 Tempered Prismatic Lens LON 22'extended bar hangers, set oftwo NOTES:OLF873 Black Baffle, T73 Tempered Prismatic Lens LCM13 Channel bar mounting brockects 1 Ceramic Metal Halide (CMH) lamps must use ENCL option.LSMC T-ber mounting clips, set of four 2 Not available with HEB. g 90° 0 SCAB Sloped Ceiling Adaptor. Degree of slope must be See reflector specification *hosts formaximum wattages.specified (10D,15D,20D,25D,30D). Ex: SCAB 10D Downlighting and Track Shoot* LP8H -COM CHID -100 8" HID LP8H Frame -in DisWilivAionattrve Distribution data Outputdata Coeffioientofutifization Single luminaire data 30* above floor _ 802MZ, (1) 70W MP70 /C /U /MED lamp, .90 s/mh, 4800 rated lumens, teat no. LTLO585 6 F m0° OP, Zone Lumens %lamp 3096 b0% 9096 50% 3D% Beam anae49.2° Baem angle B0.4° 0 Initial fo fe at fe at 0 0 0 - o 2030 42.3 0 ._4 .74 - .7 .70 Mount at berm seem beam Beam boom 69 ° 00 -400 2725 56.8 1 4IV .64 height center diameter edge diameter edge t3,o 15° 0 2989 82.5 61 . 1 , 5 8' 105.8 5.0' 529 9.3' 10.8 ms 5 ° 0 ° - ° ° 30 0 .48 . 10' 56.9 6.9' 28A 12.7' 5.7 2 180 'm 4 12' 35.5 8.7' 17.7 16.0 3.5 2W ° 22 0°- 180° 3003 82.6* qj 14 24.2 10.5' 12.1 19.4' 2.4 w5 81° 2 *Efficiency 16' 17.6 12.4' 8.8 22.8' 1.8 0 883, (1) 70W MP70 /C/U/MED lamp, .11 s/mh, 4800 rated lumens no, LTI Description Lamp File Lamp Lumens LLF Watts ram0 ao.Zone Lumens 9Wsmp rftest ONE 70 -WATT COATED ED-17 METAL HALIDE VERTICAL BASE UP POSITION. Beam engle 38,8 Bssm ang a 72,9° 194 0 ] l104 0 ° -30 5888 392 rc 83 •Mount Initial matboom ft at Beam edam Beam fc at boom 2UO 16"0 °•40° 7538 50.3 o U height center dlemgtdr edge diameter ridge INDEX 1 0 0 0 -600 8097 54.0 0 INITIAL DESIGN 6'128.1 3.8' 64.0 8.1'12,8 SITE PLAN PHOTOMETRIC 0 1 0 8118 54.1 DATE 05 -29 -07 DWN BY DWD 10'88.9 5.3' 34.4 11.1'8.9 7=1 OF 4 a 2 90° -180° 0 0.0 12'42.9 6.7' 21.5 14.0'4.3 0 8118 54.1*37 14'29.3 8.1' 14.6 17.0'2.9 0 1 Efficiency 8 35 18'21.3 9.5' 10.6 19.9'21 zzoo g 90° 0 n a A i.Irm4la'/V/A L / ©,mr/iva AngAadltj&&7c(sC011'1'1N aV Shoot # LPSH -COM © 2002 Acuty Lighting Group Inc., Rev. 06106 Catalog Number Notes Type r Frame In LP8H HIGH INTENSITY DISCHARGE Non -IC New Construction II1~8.50 (21.9) 13'(331 -•+ 3pocl/lcstloas " Height 12.1/8" (30.8) O 15•,/e Length: 17.1/2" (44.5) (2 Width: 15 (38.1) Ceiling Opening: 8.7/8 (22.5) LithoniaLighting Acuity Lighang Group, Inc. Recessed Dowollghdoo One Lithonle Way, Conyers, GA 30012 Phone: OW-315-4936 Fox; 770. 860 -3106 In Canada: 160 avenue Lebrosse, Point - Clairs, P.Q. H9R 1A1 www.lithonle.com Label Catalog Number Description Lamp File Lamp Lumens LLF Watts 4 A 802AZ (70M)8" OPEN DOWNLIGHT WITH SPECULAR REFLECTOR.ONE 70 -WATT COATED ED-17 METAL HALIDE VERTICAL BASE UP POSITION.Lt19585.1es 4800 194 FOUND 1 \ I G _N y r 1 1 1 PLAYGROUND I 1 r, r, 1 J 1 I i ' SIGN 1 I X \ rl C U h I SIGN 1 p S C 1C FtUND FRAME BUILDING Q• -` F V 01 F N D h ,io11 N G FRAME n 1 FIT T TV r C -JB.A -A 6. P.O. Box 78 V\ Ix 434) 977 -2791 434) 977 -0593 (FAX) E OF O Gf 4 tg RICHARD J. FUNK, JR. Lis, No, 7 C 1C FtUND FRAME BUILDING Q• -` F V 01 F N D h ,io11 N G FRAME n 1 FIT T TV r C -JB.A -A 6. Associates Architects P.O. Box 78 Charlottesville, VA 22902 434) 977 -2791 434) 977 -0593 (FAX) E OF O Gf 4 tg RICHARD J. FUNK, JR. Lis, No, 7 vv\* 1 J W Z F1 wO C) o U a V 1 2 SEE REVISION 12 -03 -07 INDEX 1 SEE REVISION INDEX 06 -28 -07 0 INITIAL DESIGN 05 -29 -07 NO DESCRIPTION DATE REVISIONS SITE PLAN PHOTOMETRIC SCALE 1" = 20' -0" DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR PROJECT NO V0621 DRAWING NO Q sssssse® OF 4 0 6rll°12 A ro , .i Iq "hqhh- wtwwlt , wwwll/a mow wwlwwiww111ao , IwA rlwl . .. Iwwwr/1 wl`" r .r ... i r i ! arms S • mi Oslo • :. fir.. ,, .. ... . .. • . _: . 1 = ' 1 t.-t tww 1 -- — , Lill • IL tolil ! , _ Lm I urutrmrnrrurm /rni tern /a /no/ ru/ /rrrnuru/ru Bagel n// u/mn/ Iru/nn rn/ /n w. ,,.,,.... . .,.•,+,... w.er w_+: r. .rr..:.,...,+..w r,,.w..: . wr..rrw,e.Fr.,..•t.,..• N / / ///n /n / /tn /nnnl n///m /tnnnu/1rorrirPrrfoM;rtriwM °r r jrsrrrr' rorra6t "ririrriw' ;d r ii //r r 'ia" 'rriMirrraw 'art: ! . r - - .... .s,sr.gar.MS4'e -a,tir r:.._ Moir' .irsw;4:,>! crlr;rs.nlrres,rra,ai, -. . > .. MS1or.4irqrP.1l'rwr7r:dr w;r4! !RI. !!r, ?wY1rw:IMrlriw' .- .. otrrar5 - i ..P+cs}wr drli.ts,MS 4. _ _ ... ..` . urrrro rotiw, rrar MIM. .IM7R _Irr'1d 'lrildrrA wm1rrY w airrfr Sri 'fY =Owlr.rr rrr. rrrYrrr.ralYr.rrr tlrrl'.urrrr Y.ai _ _ 4*. !+' i .... m. rirr• rr ...cSr r.ta :,r?iar rw Kw rrr. r.1r ci' . . rt rrt r r _ air irirY rJ r raw as: rrarar rs• ri tif a.irr1 Iflri rIri r• il.il fil'1Ir 'Lr . .rte i errtarterr `"r "err c arm' tr.. r r r r?r rrrrirrdw' Md r r wart rytrrrr'irrarcrrr s Yrrr•' r.ro rrrrsrra '+rMic "rarrrrdrrrrrrrrb rrrwarira :rirrprrrrcortiMrUMto1 Mr,awrrrariacrorw.'rarr'rro r nrgwr _ rrF arir. r!4'oFrrcriq +trio• iCi'IonrMmlqlirli' , rr rardlMr Mil irrr;airirwi'ercrer5irenlr, rw. rwr. . rraMrrr rrrwvirM ta rO rrrrra r`r'ra•rrrr 'ri ! ism' ka '. rr'wso:rrr:rrrrarrirrorri arrrur.;qr'WrrrorrrryrprrFMa aFr4'rMrMO:4w. rrrrte rr• 1 ?tlf.r vt+NMlf . . ,_ :M!ll _.1!!Ih!!4rM __..!I!!sllp'' vy4_ .. _ Ly+!_!ra1 . 4ii +liar atltr11'>#LrtO.r>1r;rrrerroMl : rrrr irarrrwror;rs;rrrr irw' ' ' wrt .rnir'ror; 'rrrrprgrrrwlerr7r;rwrc YrrirF+n :ww'rltl rinM: M,4! Mr rinSralr 1IR,uOt I'. . 4r. .riYr rct.... cr,. c7riueli r i r,arlli"i'r ; creririoM ,i,arerrrIfrrM6rrrr d'4rr.i ] fE1M ' 'eiiY.myryyIO r IlarrrgrWI rp rMIICaML7 MCM 11: a1rfLi y . Yrfr:7r1 _1lr :r>•1a311 a1rP. i•t,Cr<1LIfi71.. .. Y!NC7M a /iR7rf/Y rAr' Ir r L7r! C rA',Ort.Mrl91r'L7rIAYrr'tGAi !LRr rri+r;r!r'acrrrpq-r :!K:•!! irrrlrtM?r :m:rrilrrM'rssYlfr irY 1 _ _ '.fiat Ifr'resafrrimwarrrr6swrrr qii'rerM,q'.ree,. rr,rrrrl #. '_I rirrrrr .rdw:irgiY.tl/rl!rtYfMMrM.1r.r .rlItrsr.Mlgaro:rYr rrRMRrrdiralYrirr "ie - _ !lm?R4 1t34'IM(MirsalrrrwrgrarrcMrf !Maio II'Yri' dry 'irGaiwworYMtarYfigrrr6riier Prrw MTO rrielw[rrd r'raIrrF7,wrPbr Mrio•rrlrriorarlrrRa'Mrer rrr:d7Y.aMritrrrYOrnrc o .. ,4. rMrl, art, .rYMlagrf+lii r'rsr,fi P. rMtoiflrrocr !orrr0l:urr.r:r,YOt;rli[ai .11yy.ro9rrr5irMrriiir' parr' aarr rr49. rrrirw,. rr.rre wrV tev ,rr,rr,rw rlr'ows ww.r!r!Mrr Yrklr Mrrr.raa,ir, •Y,rrrrw"+1w4 - rrr,rr,rrar rf rrrlP,Yr.7/flrl /r7'MIr.YrOr rvawr. wwwti !A;rrr:ronrM"erwiarlw ,MWiI,i7IMr,rylr rrl.+'.Mwl¢Iia' iar'. ,Irrl wrfrorr ra:rMrar - wrBrrr flrrorrw T . ... ..W rrlra Map Ira. . ..:. — . — .... . ....v_...._ .,.._•_. 'T +s. ..rwrooMlIr17AOM,}t!MMrr4Mror war' ,rrrwr•or w'rr;rsYrwi'ror'or#wri 1s rmrs+snrw.... ,parr OiM MC rllfwMrbrcar,oi r.rMtrsrr MriMror'wrrarrrirrr`roesrrr'r w+o.rtriMrrlt.ro . rM e A SIDE ELEVATION VIEW (HILL SIDE) SIDE ELEVATION VIEW (TOWNHOUSE SIDE SIM.) 0 ( 4 ) SIDE ELEVATION VIEW (TOWNHOUSE SIDE SIM. c ., 3.,F Associates Architects P.O. Box 78 Charlottesville, VA 22902 804) 977 -2791 804) 977 -0593 (FAX) JR. f iti O W V o U o W a 2 SEE REVISION 12 -03 -07 INDEX 1 SEE REVISION 06 -28 -07 INDEX 0 INITIAL DESIGN 05 -29 -07 NO DESCRIPTION TDATE REVISIONS SITE PLAN BUILDING EXTERIOR ELEVATION EXHIBIT SCALE 1/4 = 1 ' - 0" DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR PROJECT NO V0621 DRAWING NO Q OF 4 NOTES: 1.) NEW VA. DISABLED PARKING SIGN ON 0.80 GAUGE ALUMINUM. COLORS: WHITE BORDER LEGEND, WHITE HANDICAPPED SYMBOL, BLUE EG. BACKGROUND 2.) SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE (1) R -7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. 12" 12" x IS' METAL SIGN W/ FAKED ENAMEL FINISH 15OLTED TO FACE OF POST PENALTY. I VAN 1 X X 11/2" ROUND METAL PIPE W/ GALVANIZED FINISH FINISH GRADE, TOP OF WALK OR PAVING 1' -0" x I' -0" x 3' -0 "D CONCRETE FOOTING ACCESSIBLE PARKING SIGN DETAIL SCALE: 3/4" = V -0" INO PLUG END OF 45 WYE -^ / PIPE UNLESS CONTINUUS w SLOPE FROM PLANS CURB ATION WALK EMENT FnISI r J p 0 cJ4 jl=I.11= 1i1_ = =111 IM14T -OF -WAY PATCH: 8" VOOT #21A BASE 3" VDOT SM -$BA TYPICAL CLEANOUT DETAIL TOP ELEv. FROM PLANS JOSAM SERIES NO. VOOT CLASS A3 t6 WO CAST IKON 3000 PSI) CAULK DRAIN (OR EQUAL). CONCRETE. PROVIDE OUTLET PROVIDE MIN. OF SIZE AS REQUIRED 3 WIDTH AROUND FROM PLANS PERIMETER OF DRAIN. 4g• ELDOW 0 SCALE: NTS CONOMTE SIDEWALKS: 4 VOOT #21A BASE 4" 300 PSI CONy:RETE PARKING LOT 2" VDOT SM -93A 6" VOOT 21A COMPACTED SUB GRADE TYP. SIDEWALK & VDOT CG -2 PAVEMENT DETAIL SCALE: 1 1/2" =- V -0" 4" GONG. AALK A/ 6 "x6" A1.4 X A1.4 W.A.Q. SEE FLAN WANA TYP. SIDEWALK 1 /4 "/FT. TOP501 L COMPACTED EARTH SCALE: 1 1/2" = 1' -0" INVERT ELEVATION PRODUCT DATA iedc -© -sear No. 789 CSI Code: 13 1100 DECK -O- DRAIN® Easy -to- Install Drainage System DESCRIPTION DECK -O -DRAIN Drainage System provides an effective dtrainage system for concrete pool decks. Wherever specified, the system effectively collects an(d carries water away quickly from pool decks and (other patio areas. Made of tough, long lasting PVC, the DECK-0 -DRAIN system resists wear and is non - corrosive. Both the deck and subgrade tweeive watertight protection. The uniqueD non - directional design of DECK -O- DRAIN eliminates the need for right or left fittings. Ome attachment can be used for both by simply fading it in the direction needed. A flat contour proofle allows a tight fit against any wall. DECK- O -IDRAIN Drainage System installs easily. The .-re are no trenches to dig or deep excavations to make. DECK-0-DRAIN can be used as a sscreed rail in final flat work preparation. USES The producct is ideal for use on pool decks, driveways„ patios, etc. - anywhere water collects and needs Ito be carried away. COLORS: NEW Signsalure Series Redwood -- Wood Grain Appearatim Standard IDECK -O -DRAIN is available in Desert Tam, Stone Gray, and Dura- White. (Black and Redwcood are available by special order.) FEATURESBENEFITS Combined joint and drainage system with waterstop feature provides watertight, secure protection to concrete decks and subgrade. Eliminates digging trenches or making deep excavations... saves time, labor and money. Need for right or left fittings is eliminated ... one attachment can be used for both, simply by facing it in the desired direction. A flat contour profile allows tight fit against any wall. Non - corrosive, tough, long - lasting PVC construction resists wear ... flexible enough to offer effective expansion and contraction joint system. Can be used as a screed rail in final flat work preparation. New configuration provides center channel for better flow, thicker wall dimensions and a cutting ledge on the inside for top replacement PRODUCT PACKAGING 1 1/2" Wide x 3 1/4" High x 10' Long DECK -O -DRAIN is packaged 100 feet per carton, including nailing clips, couplers and protective tape over drain surface. NOTE: Nail clips should be placed on every other stake. Packaging includes twenty (20) nail clips per box and nine (9) couplers per carton. ADDITIONAL POOL PRODUCTS FROM DECK -O -SEAL CAN BE FOUND BY VISITING OUR WEBSITE: www.deckoseal.com CONTINUED ONRE VERSE SIDE... dedC- o -S@al. A DIVISION OF W. R MEADOWS. w ".deckoseal.com P.O. BOX 397 • HAMPSH11RE, H, 60110 • PHONE: M.&24001, (7663) • FAX: 847- 214 -2268 STEP TWO - Along planned path for drain, drive short, 3 1 /2" wide stakes into the ground Space them 30 inches apart. Use two (2) nailing clips for each 10 -foot section. STEP THREE - Attach snap -on nailing clips and place drain over the stakes. Use couplers to ensure a straight, even line. STEP FOUR - After carefully aligning, nail firmly to stakes. STEP FIVE - Insert adapter. Can be hooked to 1 1 /2" or 2" PVC pipe. Pipe can be adapted to any direction. STEP SIX - Place concrete and trowel gradual slope to DECK -O- DRAIN. WNMIN p 4016PA DECX OJC*ffe --- e P.O. Box 78 Charlottesville, VA 22902 DECK-0D1MI — 804) 977 -0593 (FAX) PI- F L 0 r G ov RICHARD J. FUNK, JR. TO"shMO•io Th"d . IDI q aw StNpAAD GOPIIG h F POOL Fri Q >O wO o V C N MCI mow 2 SEE REVISION 12 -03 -07 INDEX 1 SEE REVISION INDEX dk an wacad. 0 sm 5u01ADE 05 -29 -07 NO STEP SEVEN - After concrete has set, install end Use DECK-0-DRAIN to direct run-on Irw sewn, garden or aepac system. plug, remove protective tape and drain is ready to carry water away. PRODUCT ACCESSORIES FIGURE #2 FIGURE #3 DECK -O -DRAIN accessories are available for (SIDE VIEW) (SIDE VIEW) simplified job installation and can be viewed on our website. ;Y ;is ::= J' r.:. TO VERIFY MOST RECENT MIDDLE A OW AWAY SYSTEM. DMINM>WALL SYSTEM, TECHNICAL DATA SHEET IS BEING USED, VISIT OUR WEBSITE: www- deckoseal, com LMM W _ARR&= DECK -O- SEAL*, A Division of W. R MEADOWS, INC., warrants at the time and place we make shipment, our material will be of good quality and will conform with our published specifications in force on the date of acceptance of the order." Read complete warranty. Copy furnished upon request. Dhdalmer The information contained herein is included for illustrative purposes only, and to the best of our knowledge, is accurate and reliable. DECK- O-SEAL cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information. As DECK O-SEAL has no control over the use to which others may put its product, it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance. Responsibility remains with the architect or engineer, contractor and owner for the design, application and proper installation of each product. Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. C W. R. MEADOWS 2004 Q r DECK —O —DRAIN DRAINAGE SYSTEM SCALE: NTS DECIDUOUS TREE DECIDUOUS TREE - PRUNE BACK 1/4" ON -SITE SPRAY WITH ANTI- DESSICANT ACCORDING TO MANUFACTURER'S INSTRUCTIONS -IF FOLIAGE IS PRESENT) DOUBLE STRAND OF 10 GAUGE GALVANIZED WIRE TWISTED EVERGREEN TREE EVERGREEN TREE - DO NOT STAKE OR WRAP TRUNVK -MARK THE NORTH SIDE OF TREE IN NURSERY AND LOCATE TO THE NORTH IN THE I FIELD EVERGREEN TREE - GARDEN HOSE EVERGREEN TREE - 3 GUYS OF 10 GAUGE WIRE TWISTED 120 DEGREES APART - AROIUND TREE EVERGREEN TREE - TURNBUCKLE EVERGREEN TREE - 24"X 2"X 2" STAKE DRIVVEN FLUSH WITH FINISHED GRADE BEFORE PLANTING, ADD 3" TO 4" OF APPROVED SOIL. MIX TO BED AND TILL INTO THE TOP 8 "OF PREFPARED SOIL DIG MDE, SHALLOW HOLE WITH TAPERED SIDES ' TAMIP SOIL GENTLY AROUND BASE OF L R001T BALL DECIDUOUS TREE - 2 -1/2" DIA -10' LONG DECAY RESISTANT STAKE WITH NOTCHED END (7' EXPOSED) -2 PER TREE SET ROOT BALL FLUSH TO GRADE OR 74" INCHES HIGHER IN POORLY DRAINING SOILS FOLD BACK BURLAP FROM TOP OF BALL- CUT FOLDED BURLAP OFF AND REMOVE- FOR TREATED BURLAP OR PLASTIC NON - DEGRADABLE WRAPPINGS, REMOVE ENTIRELY- IF BALL IS UNSTABLE CUT NON - DEGRADABLE WRAPS IN NUMEROUS PLACES AFTER PLANT IS APPLICATION JANUARY 2007 DECK -O -DRAIN installation is quick and easy TYPICAL POOL DECK APPLICATIONSupersedesJuly2004) STEP ONE -Grade sub -soil, sloping it toward drain location. FIGURE #1 (TOP VIEW) 1/07 -4M PLACED IN HOLE NOTE: WRAP DECIDUOUS 2" MULCH -DO NOT PUT MULCH AGAINST THE TREE OVER 1" CAL WITH BASE OF THE PLANT ASPHALTIC KRAFT TREE WRAP TO 38" HEIGHT 4" BUILT -UP EARTH SAUCER III— iir =I I rlii 1 -0 -11 1 - fI1- EQUALS TWICEIII -- III .I 11=1 BALL DIAMETERIf !1{ --LI (= 4" TO 8" DEEPER THAN ROOT BALL v V.V 4' 7QV O.JV n ^` >ti.. RO' O V V V EQUAL TO TWICE BALL DIAMETER 111-11 1 _l1111511 IIt= iII= iI1 =1i1 I BACKFILL WITH APPROVED SOIL MIX PAGE 2 ... DECK -O -DRAIN #789 ... JANUARY 2007 V V V V C C V V/ V V V V 6" FOR PLANTS UP TO 4' HEIGHT MIN, 8" FOR PLANTS OVER 4' HEIGHT MIN TREE AND SHRUB PLANTING DETAIL SCALE: NTS SET ROOT BALL FLUSH TO GRADE OR 2 " -3" INCHES HIGHER IN POORLY DRAINING SOILS 4" BUILT -UP EARTH SAUCER 2" MULCH -DO NOT PUT MULCH AGAINST THE BASE OF THE PLANT FOLD BACK BURLAP FROM TOP OF BALL -CUT FOLDED BURLAP OFF AND REMOVE- FOR TREATED BURLAP OR PLASTIC NON- DEGRADABLE WRAPPINGS, REMOVE ENTIRELY- IF BALL IS UNSTABLE CUT NON - DEGRADABLE WRAPS IN NUMEROUS PLACES AFTER PLANT IS PLACED IN HOLE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL JF Associates Architects P.O. Box 78 Charlottesville, VA 22902 804) 977 -2791 804) 977 -0593 (FAX) PI- F L 0 r G ov RICHARD J. FUNK, JR. Lac. No. 7423 IDI q h F W Fri Q >O wO o V C N MCI mow 2 SEE REVISION 12 -03 -07 INDEX 1 SEE REVISION INDEX 06 -28 -07 0 INITIAL DESIGN 05 -29 -07 NO DESCRIPTION DATE REVISIONS SITE PLAN DETAILS SCALE NOTED DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR PROJECT NO V0621 D NO Q OF 4 EROSION & SEDIMENT CONTROL NOTES ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND ES -17: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF EROSION AND SEDIMENT CONTROL REGULATIONS. (1996 REVISIONS)CAUSEWAYS AND COFFERDAMS, EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK MATERIALS PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK ES -18: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY PRIOR TO THE FINAL INSPECTION.CONSTRUCTION VEHICLES MORE THAN TWICE IN A SIX -MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF ES -3: SEDIMENT BASINS AND TRAMS, PERIMETER SEDIMENT NONERODIBLE MATERIAL SHALL BE PROVIDED. BARRIERS AND ANY OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ES -19: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETE. DISTURBANCES TAKE PLACE. ES -20: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ES -4: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY OTHER APPLICABLE CRITERIA: AFTER INSTALLATION. A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ES -S: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL ONE TIME. PLAN INCLUDING THE NARRATIVE SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. ES -6: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR LIMITED TO, OFF - SITE BORROW OR WASTE AREAS), THE CONTRACTOR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE OR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AFFECT FLOWING STREAMS OF OFF -SITE PROPERTY. AUTHORITY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY ES -7: THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO STABILIZATION. PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.E. RESTABILIZ•ATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. ES -8: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.ES -21: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROAD$, PROVISIONS SHALL BE MADE TO MINIMIZE ES -9: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING AN APPROVED FILTERING DEVICE.ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE ES -10: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING SHALL BE REMOVED FROM THE ROAD BY SHOVELING OR SWEEPING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT SHALL BE MADE IMMEDIATELY.IS REMOVED IN THIS MANNER. ES -11: PERMANENT OR TEMPORARY SOIL STABILIZATIONS SHALL BE ES„ 22: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS REACHED ON ANY PORTION OF THE SITE TEMPORARY SOIL OR AFTER THE TEMPORARY MEASURES ARE NO LONGER STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AREAS THAT MAY NOT BE A FINAL GRADE BUT WILL REMAIN DORMANT ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL UNDISTURBED FOR LONGER THAN 30 DAYS). PERMANENT AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT DORMANT FOR MORE THAN ONE YEAR.FURTHER EROSION AND SEDIMENTATION. ES -12: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. ES -13: DURING CONSTRUCTION OF THE PROJECT SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. ES -14: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OR PERMANENT SOIL EROSION AND SEDIMENT CONTROL SYMBOLSSTABILIZATIONSHALLBEPROVIDEDWITHADDITIONALSLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.CD = CHECK DAM CE = CONSTRUCTION ENTRANCE ES -16: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT WATER CRS = CONSTRUCTION ROAD STABILIZATION CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST DC = DUST CONTROL BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. IP = INLET PROTECTION ES -16: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE MU = MULCH CHANNELS OR PIPES ARE MADE OPERATIONS, ADEQUATE OUTLET PS = PERMANENT SEEDING PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE SF = SILT FENCE CHANNEL AND RECEIVING CHANNEL.ORANGE PLASTIC SAFETY FENCE VEG = VEGETATION COVER 0 2 \ 6\ LP \ Z - LP #18 DECK c0 - Y METAL ° 3 \ // - "' -81 31 JILDING LP ROACHES #20 ti 3 \ T \ MAILBOXES IRON METAL FOUND BUILDING HEIGHT— TV /D 8 1 " ( J5.8 NV T P a 0 L PBENCHMAR \ \ FZ P \ F , • TOP OF ANITARY A H OiQ ASSUMED ELEVATION- 00.0 F `L N I -GRAVEL ~ 7 ( v l 4c45. CARTENT1 .. .\ \, , ,p P L 1 0 \ ` ` •` _,. - - — µ`ms. L P _ ~o L P__ ors Y SEWER- 1 „ LD 0 EXISTING POOL FRAME BUI DING t- \ \ t0 JHEIGH —9. 8' , L A Y G R 0 U N D ter M LD GRILL =, \ ` \\ id ,X \ ` \ • , .'- r . 7? '.-" , /, Ln507 . t q - cX07. se OONC .Y, ` p SIGN ? ; ; ; Y, 1 <,AT E \` r. ERE 501 46 WrS1;T V\ ` / r 'i. "./ ,' j \/ ION, I N C . o / / 5 JF 4 50 4 / 'i / r 'i % / . l / , . / / , , r , '1 ,; .. r .ll`1.,. \ C10, LP VIAPLE I?IT TP PSG I A Ln THIS SHEET FOR EROSION AND SEDIMENT PT— ` — ° • P0 h1 r ; _ccNe CONTROL PURPOSES ONLY _ \ r ; Siff /. 1 \` \ ` \\ X i %: \' r rr // / / r / / / r i 1 D7 } t j FOUND FRAME ` WITIBUILDING ;j F t -o a N `4 \ -- C('R1 :'F iNL FT . lJ' L. L_FVAIIGN T1 I\ 505.35 \ - V}4. F R \ `' 4i X 1 V `' F' _ -`- 5t :5 I \! C wF4ING FRAME 505, 319d1 M BUIL,DLNG P. ` ` \ x -,oa` \ \ CQPIf'RETE:RI L W TPQLo `Y I`Y' S ;- TV B Z N G Li - r- 804) 977 -2791 804) 977 -0593 (FAX) 0 Lr o RICHARD J. FUNK, JR. Lic, No. 7423 u Q w H Q o0 O V a V 1 W C 2 SEE REVISION 12 -03 -07 INDEX 1 ISEE REVISION 06 -28 -07 INDEX 0 INITIAL DESIGN 05 -29 -07 NO DESCRIPTION DATE REVISIONS EROSION & SEDIMENT CONTROL SCALE 110 = 2 DATE 05 -29 -07 DWN BY DWD CHECKED BY RJFJR PROJECT NO V0621 DRAWING NO 40 //;116'r ESC OF 1 d -jB F Associates Architects P.O. Box 78 Charlottesville, VA 22902