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HomeMy WebLinkAboutSDP200300072 Plan - Approved 2004-04-05� 2 1 3 �4 15 �6 17 1 8 19 110 �11 112 VICINITY MAP NT5 Magisterial District: Rio Current Use: Recreation Facili Zoning: PUD, subject to zi" lA I-15 Tax Ma 6 iX2 Parcel 40 vem Tax Map p &IX2 Parcel 45 PLANNING DEPT. ,�T� Tax Map �oixl. Parcel 4A Owner- Four Seasons of Virginia L.L.0 3 �z. b<< Architect 4 Planner: Hervey R. Lavoie, Ohlson Lavoie Collaborative T raphy. Thomas S Lincoln, Inc. ZO I DATE �ry Sury uS Roudabwh, Inc. N � ��. �r�c 1=inisFed floor elevation at main entrance to ACAC (48'1.44') This 95OOe2 0=3 project does not lie within the watershed of a local (*k�Cing water impoundment This project dove not lie within the FEMA 100-year floocplain water detention by exlsting lake. ENGINEERING DEFT. DATE APP D SIEXISTING TE A ASDiNP gu'_iT ) SMALL iAiN �� PE °ALL S£ EXERCISED SY T� CONTRACTOR SO AS TO NOT DAMAGE OR DISTURB EXISTING LANDSCAPii` G. WHERE CONSTRUCTION REQUIRES TEMPORARY --�-- REMOVAL OF LANDSCAPING, LAND$CAPiNG $HALL SE REINSTALLED UPON JG' G C MPLETIOK OF CONSTRUCTION. WI-F-RE. TOTAL FMT10VAL OF cuoCIN PECT IONS DEPT. DATE NEW LANTTWSS OF COMPARABLE SPECIANDSCAPING 15 RECA11RE0 AND ES SHALL SE INSTAL � ' De rn e n r 4 OR* NAL LOCATION. WHERE INSTALLATION iN ORDINAL LOCATION IS NOT FEASiSLE, PLANTINGS SHALL SE INSTALLED IN A COMPARABLE LOCATION. ACSA TEAT LAND USE suMr�ARY EXISTING ]BUILDING COVER _ 14.4660 SF (0.335 AG) = 2.$4&% `OF TOTAL P1�OF�RT1' NEW BULD.iNG. COVER NEW FIELD _ 10,71% SF (0241 AC) = 2 0S% OF TOTAL Pf2OPERTY i R O i C i A L DATE NEW LINK SLOG = WO SF (0014 AC) = OJIS% OF TOTAL PROf'�RTY NEW SLOG TOTAL _ 11,2W SF e0.025a AC) = 2.200% OF TOTAL PROPERTY ADO, NEW PAYED AREA TOATL = 15,Wl SF e0.366 AC) _ 312% OF TOTAL PROPERTY OVERALL TOTAL NEW iMPERV AREA = 2'1,249 W (0-624 AC) = 5 328% OF TOTAL PROF'ER'Y EXISTING POOL, POND, COURT t PAVED AREAS AS PER PREVIOUSLY APPROVED SITE PLAIN PARKING DATA o PRIVATE SCHOOL WITH NO STUDENTS OVER 16 = 21 SPACES (85 STUDENTS. MAX e 1 SPACE / 10 STUDENTS = s) 12 EMPLOYEES * I $PAC£ / EMPLOYEE 12 ) e2 =�,_ a G ED = 1i SPACES 9 22901 (0 MI gF ��� AREA w 1 SPACE / 100 SF ii) RECREATON = s9 SPACES oo CVOLLYSALL COURT = b) ("M SF SWIMMING POOL * 1 SAPCE / 125 SF = 'IS) Cl TENNIS COURTS 0 2 SPACE / COURT = 14) ACAC SUMMER CAMP/CLASSROOMS = 40 SPACE (DROP OFF/ PICKL P + 40 STAFF 0 1/STAFF =40) TOTAL EXISTING RECLIIRED PARKING n1 SPACES NEW FIELD HOUSE 12 SPACES General w ter 4 Sewer Conditions (SA:3ICETSALL COURT, 6 SANS • 2/6,4SKET 12) RECENT APPROVED A�M£NTS 1. uJork aha 11 � �e subject to inspection bg Albemarle County :service Authority inspectors. The contractor will be GENERAL CONSTRUCTION NOTES FOR SITE PLANS OVERALL TOTAL REQUIRED PARKING _ 183 $PACES DEMOLITION AND REMowAL OF TWO EXI8TiNG 'YOUTH'POOLS AND t'� onsible: for nottf ing the proper acrvicc authority 1 LOADING 15AY THE ASSOCIATED POOL EQUIPMENT ENCLOSURE p � cC�ISTRUCTION CyF A lEW SPAC+�I POOL IN Ti-� LOCATION of f icials ? Elbe start of the . work. 1 . Prior to any construction within any existing public right -of-way , OF THE DEMOLi�D PooLs; INSTALLATION OF A NEW 2. The locate �'h of existi utilities across the line of the including connection to .any existing road, a permit shall be obtained from the Virginia •t _ WATER? SLiDE, CONSTRUCTION OF A NEW Pool :;,�. � the lens and Department o f Transportation i on (VDOT) . This plan as drawn may not accurately reflect . the REVISED EXIST. PARKING PROVIDES = in SPACES EQUIPMENT ENCLOSURE AND A NEW 'SHADE' STRUCTURE. proposed; �_..�rk are not necessary shown on p P p LEGEND where sh "E���, are only approximate) correct. The contractor requirements of the permit. Where any discrepancies occur the requirements of the permit NEW SPACES ADDED = 04 SPACES PER AMENDMENT APPiROVED 1/13/>a2 'shall on h� _�ta4�n in.it is t ive locate a j unolet� ground l roes shall govern . AC = AIR CL; NC r "'. ONE R OVERALLTOTAL PROVIDED = 20 1 SPACES and st uctur s as necessar . 2. All paving, drainage related mater�i'als and construction methods. shall conform to current BC .= BOTTOM OF CURB Y CONSTRRUCTION OF GARDEN WALL ADD LANDSCAPING 3. All materic► i� end construction shall com 1 with general specifications and standards of VDOT unless otherwise noted. - T T OM C r �' � l._l_ 1 LOADING E1,,4 BW BO INSTALLATION OF ARTPICIAL GRASS SUFFAC£ AND .SYNTHETIC water and sewer constructions ecificattloyns .as do teci b 3. Erosion and siltation control measures shall be provided in accordance with the ap.piroved CPP = CORREGAT�D PLASTIC PIPE SPORT COURT SURFACE AT VoLLYESAI COURT. RELOCATION OF the Albemarle Count Service aputhorit on Jan. 15, 1sw. y erosion control plan and shall be i nst•a l l ed prior to any clearing, grading or other. CMP = . CORREGATi=O METAL PIPE EXISTING PLAY DACE AND NCREASE IN SiZE AND y construction. CO = CLEAN bU OF MATERIAL AT PICNIC STRUCTURE.. Datum for all elevations shown in national geodetic survey. + OF EMPLOYEES( SEASONABLY VARIASLE) : 22 5. The contractor shall be responsible for notifyifng 'miss 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum DI = DROP INLET PER AMENDMENT APPROVED 5/3/02 Utility' 1-552-'i i� allowable slope is 2: 1 (horizontal. vert:xcal) . Where reasonably obtainable, lesser slopes DS = oowNSPo!s �O. All wa-1:er and sew- pipes shall have a minimum of 3 ft. of of 3: 1 or better are to be achieved. EM ELECTRIC METER fin C TRUCTiON OF A 650 OF ADDTTON TO THE EXISTING SINGLE cover measured from the top of pipe, over the centerline 5. Paved, rip -rap or stabilization mat lined ditch may be required when, in the opinion of the FF FINISH FL.00 R STORY IBUILONG, AND A NEW 624 OF LINCOVERED RAMP TO Of pipe. This includes all fire hydrant lines, service Albemarle County Director of Engineering, or the Director ' s designee, it is deemed necessary LP -LIGHT POLE $t,ItLDING SEPARATIONS EXIST SLOG LEVEL. IN ADDITION, A NEW SPRAY GARDEN latepi•aj and Waterlines, etc. in order to stabi 1 iZe a drainage channel . RCP = REINFORCED CONCRETE PIPE AND ASSOCIATED DECK. S SIGN 1. All water and sewer appurtenances are to be located outside 6. All traffic control signs shal 1 conform to the Virginia manual for Uni form traffic Control Devices . 3fd FEET - NOTE PICNIC SHELTER AND £XIST11 SC = SCUPPER PER AMENDMENT D 2/24/O3 of roadside ditc ws. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 1 STORY BLOCK SUlL.D1t�G PERMITTED To F3 LESS SMH = SEWER MANHOLE S. valves on deadend lines shall be rocided to provide adequate 8. All excavation for underground pipe installation must comply with OSHA Standards four the -E � THAN 30 AS OUTLINED IN 19sb BOCA SECTION THE INTENTi" OF THIS MAJOR AMENDMENT ARE TO CONSTRUCT A restra lm for the valve duringa future extension of the tine. Construction Industry (29 CF R Part 1936) SS _ SANITARY �EW�R LINE 503.1.3 '5UiLD INGS ON SAME LOT'. 11,2W. SF FIELD HOUSE MUILO NG, ADJACENT TO EXIST SLDG TC - TOP. of CURB TOCieTHER WITA PROI/iSION OF ADDITIONAL. PAfRKNG SPACES. N TW TOP OF WALL 35' MAX ]BUILDING HEIGHT ADDITION, A REVISED EMERGENCY ACCESS IS PROP�O$ED. NO OTHER WATER FIXTURE SUMMARY •`� UGT = UNDERGROUND TELEPHONE LINE ALTERATiON ARE PROPOSED ON THIS PLAN AND THE REMANDER OF EXPANDED. P OLHOUSE SUiLDING: 4 SHOWERS, 6 SiN1G3, b TOILETS t 2 URINALS WL = WATER LINE THE SITE MUST COMPLY WITH T� PREVIOUSLY APPROVED SITE PLAN, EXISTING MAIM BUILDING:. 10 SHOWERS, 14 Si1�CS, 11 TOILETS ! 3 URINALS WM = WATER -METER PAVING SPECIFICATIONS NEW FIELD HOUSE BUiLO NG: 2 SHOWIRS, 4 81NK3, 4 TOILETS t 2 URINALS WV WATER VALVE (o' 21/2tA . _ 1.5' gM-9.5A FIRE FLOW AVAILABILITY OF 1'JOO GPM" 1 w 20 PSI FROM THE NEAREST. FIRE o 0 0 • +482 18 SPOT ELEVATION THE LOCATION OF EXISTNG UNDERGIROLNO UTILITIES IS SHOWK N AN WYO '' T TO P.M. VEt?1FIED TO ENSURE CO�"1PLlANC£ WiT�-1 ,4LS£MA I.£ CAXNTY Any new lighting proposed within the sc a ofthis major site plan Af�ROXIMATE WAY ONLY. UTILITIES ARE LOGATED'USNG UTILITY COMPANY ZONW3 ORDINANCE SECTION 32.16 amendment sha1T be in accordance with a] a livable count standards LOCATIONS, UTILITY MAPS, AND FIELD VER'IFiCATiM T14E CONTRACTOR SHALL pp y DETERM THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE WATER SERVICE FROM EXISTING UaATERL.tf�S GOM"Y'1ENCNG UlORK.. AGREES TO SE FULLY REgP+dN5i81.E FOR ANY AND SANITARY SEWER 4 STC '� 1 WATER DRANAiGE INTO EXISTING Ss. t SW SYSTEMS Each outdoor lumina ire a ui ed with a lam which emits 3,0W or more ALL DES WHICH MIGHT SE OCCA510NED SY N1S FAILURE TO EXACTLY initial lumens Naha ll be a full G off lurimina ire and shall be arra ed or LOCATE AND PRESERVE ANY AND ALL UNDEFIGROLTID UTILITIES. ALL ROOFDR�4INs MUST t?RAN TO THE 8M"1P shielded to reflect light awe from adjoining residential diantgricts and y ng away from adjacent roads. . The spillover of lighting from Outdoor luminaires onto ublic roads. and z t property in resid entia l Orrural areas oning districts l t not :exceed one-half (1/2) foot candle. . Arch i tect o f �'ecord : I- erve R. Lavoie /t,r f:.�un s i 1 Wazee treet s k , J�/ri.::•:tiff!:ii:: fi.'•::;;..: :...�M n ineerin - • .5HEET &ui te' 4100 - C t Re lstratIon. Number. 006513 co 0020 ' state: VA Cover sheet ' 2 {� ° 1140 Lamb6 FRoad LT" En Ineer o f Record: Tom i'�unca 5 t erArch.��:. �' ! its lam 1/S Overall elto Flan EVaCharlottesville,.Vfr!2[ria 22eOl�l l Cl 5 1`'d E Re lstratlon Number., 16242Det.ail ,Arch. Site lam(o/at Slte lam 2/8_ beta 1 l ' �6 etate: VA,Landsca � e1te Flan -1/S ,�242 f l3/8p � , Fhotomstric eIto Flan 0/S � � , purveyor of i� cord. TholTlas S. I�i oln Eros I oil Control Flan 4/S� s Ree i s tra t i on Number. 1326 '�S.NFESSj0NAo1.1- etate. V)4 9,S / Do m tci Q 0 0 CU (; CU Iv LL L iL ai E a� +-) r0 o. 4-J 0 n 0 L 0- m 0 O Cu U tD U i Q 0 +--) 1z U7 v i U7 3 a Z r• i 3 U L 4j I-) { ' /FOUR SEASONS PATIO \HOUSE ASSOCIATION INC \ \ TMP 61X1 00-01 I4' �27 OWED PUD 11 1 1 1 1 1 \ I 11 1 l 1 1 \ 1 1 1 ?� m �1Nk- X°<F S4N0 \ 6\ \ CRITICAL SLOPE Cot re4<< iundtsturbed areal \\\\ \ \ \ \ 440Crgl \ E \\\\ \ xqp (1p7 \ N30 SOp S'S 480 t i 00 9 * l <4 -A.. LOTB / i / A / / F IN eqs� C F� NY Ren / i 3g F • l \ �: \ ` OF Ng \ \ \ \ \ / \ LOT 4 TMP 61X2-4D \\ \ C,? WERNER, LUCILLE\ FOUR SEASONS OF \ \ \ VIRGINIA• PLC \\ i \ \ 0,6. 2175 P. 407, 409 PLAT / TMP 61X2-gg-004 • , \ LOT s. ZONED PUD A �. �• D,6. IB32 P. 403 470 - / J \ \ /// / / /�e�K \ \ \ 1 \ \ ` \' Q. iota P. 830 PLAT \1 vas\ �' USE RESIDENTIAL ' - 'y - - ' / Yi \ LOT 12 / 9, FA• F \ \ \ W4 1 1 W:ES. 65 P. 559 s 9 WANLESS DESSI� OR RHONDA S TMP 61X2-gg-003 '' _ MIXON AURENCE o \ AP / \ ZONED PUD ,- I � -- -- I M �S\ 9 V 20' WATERLINE _ ' / / OR TRACY M ors_ \ \\\ \ \ PARKING LOT \ \ \ \ EASEMENT LOT 2 \USE RESIDENTIAL ii /l / I l I I TMP 6IX2-CC-11 0 / / \ TOX, \ G1 ] \ \F\ / \ \ \ LOT 1 A95 / 1 \ \_' \ d> - - - / l \ I I { ZONED PUD / 4se 2B \ sNy'�a s \ °° ��� m p \ \ \ \ ` `� i - USE RESIDENTIAL \ CI hr I v `1 \ �c �01 \ � � \ / \ \ C SPRINKLE. DAMES A BLOCK •BB- az _ _ - = ' / \ \ \l 1. I } \ / ° / \ \ \\ Cp RFT A� F \ \ \ \ �' e�\�`9 D R J A N I C E D I FOUR SEASONS 9ta 4,1 Nc A yT \ 9, \ r \ \ \ 1L / Ago NE / J \ \ / / ° �1 / I 1 }. I IX LOT 1] �a 1 �o \ s o\ ` - \ \ \ �� \; TMP 61X2-��-OOl ( ti \ '/ '/ A. I / { Rr1 6 p` roA �� \ \ \ \ \�::�:� :\ \ \ \ ZONED PUD GOOK. J LEE o \ / / ro 4�eIs 9�0 <tc \ \ \ \ + \ \ OR LAURIE R / / 4 B \ 46 .so r 1p rv;, 21 r \ - \ s ., \ \ v9 USE RESIDENTIAL... ps / / / 1 INV N�a82.81 I \ \ ` TMP 61X2-gg-002 os / Nv r ae3. \ I rn i / / / LP F-x Ec P / / ep \ \ ��:�:=� 1,8 • 5'\ ZONED PUD ?� q. ram, / / 10/ss 4 8.67 / USE RESIDENTIAL I" 4a9Sb3 467--31 / , \ S�gTk 44, /�r4L< ,Gc \� \ 32 PIN / / I 9 r :.\ . �. • y \ 3�.F 0 I 1 471. �. 4( BLOCK "CC" C / / / // / / / } 1 ` NrER p �•:•:�,:.5� �:::�\ \.: \- RITICAL SLOPE TEL 1 \ \ 484.8 S ` 490 / / 1 (� \ PEO 4o TMP 61X2-4D oc chq ::.,.;: :;::.:' \ undisturbed area? _- �- / --r - \ / 32" PINE f'<T p ATLANTIC COAST ATHLETIC, OFgq OF n IN LI� • . • .� _ �:.: �::'\. \ \\� : ��8� \\ / / / / / , OOL CLUBS OF VIRGINIA. IS pj L ! K : '; : • : - :\ ;\; . ' \ - \ 470.61 / / \�\ o \. : / / +� / I -+ \� WALPOLE JANE R / / D.B. 1664 P. 290 PLAT T°p FgNCF .' ::. �: ,\.::\1a . �: ti \' \ + W . / f'I p W.D.B. 6524P.P5593 q70. pUMAF +� :: hit C\ \'�: \' 484.55 \ ` T _ _ 1 , i' (I ( U TMP 61X2-CC-10 / /;` 7 , 59: . '��6 / / / -� --T- / \� \ \ \ ZONED PUD po ho \:?` �' - / 1 to 1 Uz 1 PARCEL E - rF 9m�1=':�• - y- - 46�.4 / I Q a \ / / USE RESIDENTIAL \ 032- 4?0 0 48r _. \ \: �: • : :: B5 (D _ - - - - 1 6" BP \ i LOT 10 / 465 ! \ OpL \ \ .: `: \ \\; '.:: \ - c p - c 493. 54` \ \ �- \: `. PLANTER i / � `y' "' � \ \ - - \ \ : ; L�BL 14" OP ' :.�' �� • / - •-, 48�.94 47 .58 Q \ pp I : 4 .� / } 493. \ \ ;';':�''' : �:, �.* - - - -�E� / \ \ \ / - } 485.27 \ : 0 At9D�. • , • . / t ASPHALT PARKING LOT \ 1 bRA /.EC S�EPS�- .485.39 \ ' POOL :1 �.- / 1 \ DECK-S'1:::• ::`•.�':.`40�::''�,•.�;.\..P �,.�" / / \ \ - \ - \� \ \\ / / 26" WILLOW' v r a :L �: .: "U \ \ \ \ �: `` \ \ \• / MILLS, HOHN G / \ 34 \ 4 MAPL ) ` I\ ' \ 475.49 '' :::-. A-, \ �: \ 485.77 \ \ .\::�:'�:: / \ TMP 61X2-CC-9 484.33 OD OP 48 .76 \ I \ r c For, / / 0 I \ ZONED PUD C .:`._: ��/ TRANCE \ OP OF STAN Irlr, i \ USE RESIDENTIAL / E ✓ N ` ^7F; 1 : \ �� S. / C/WOPY ATER . \ \ 470. W '\ 9 G F: a 1 "/�� \/ rEA 7 \ \ / - _ >l T \:.: �' 486.63 -486. 8 _ - - - _ _ - - _ -_ \ 476:.24 �, - _ _ _ \ LOT 9 S�` 8 $ 69 1 0 \ \ 1 F l :•� :::\: r / r ' - - C:ONCRET - - - - - 485 - TNV T\ 89.6 LP 0 LP- - - S•. O \ \ NO2 25'43-E BLOCK "CC" 39.40* -65PEBRiO 1 X /� N PRO SHOP ` 1 TOP 413Q , C!G' ` 9 1 S,fORY O ANC T 1'43'01'E - ti�J i TEL 1 FRA'E 5.34' N19'13'42"W / TIP 6]X2-4C l \ \ \ \ \ \ \ \ 1 o \ 11 1 } I x 1 \ \ r \ 49 \ 3.64' / / VALVE ® TMP BixP-� \ MAP I`N�sw2'Q�E I / \ \ CO + B .78i x \ 25 88 CONE(. / / S Nc k r \ \ I ?- {d I I N OUT \ 1 \ \�\/ / N19"25'16'E \ PRIMARY PRIVATE I I PARCEL C 1� / d, IF / PARCEL D-1 ! \ -��} �6s \ 1 OeC 474.94 \ 8 .92 �� \ \ / 59.29' / f WATER PUMP \ \ !1 A Fr6 \ 483.33 Q / 0 10" D6L POP - ( \ / - I I I 3 A 1! 11 \� 1 o Ex PLANTE. \ cZ,5 2. 723 ACRES / \ \EASEMENT 1 1/ 9 4A qCk \ % 14 ( w 2 P a 00 f 2.2b7 ACRES CONCRETE } I OBL 1} I 9� ( OP 486.79 �t o 4 \ E -2�S' ROF qMF / / TENNFS RET. WALL \ 486. l 1 NV IN 486.18 1 I STc�P7t i� v \ \ 483.8 THE COUNTY OF ALBEMARLE / \ \ I III (1) I NaMFNT I 475.05 , 0 r ENTRANCE (tor) / BOX '79 I I o ST sr;* \• \ ` - ; - - D.B. 1518 P. 24 PLAT / / 1 \ / I \ I /(/ () J 1 1 +/ CONC. ✓ \ _� A9° U� C5 O 4 9.15P CHAIN LI FENCE i I o \ t TEL HATER ELEVATION 464.71 N914POP? VALVE `5 W �75.05 I / \ / / / J I. / l lI (I \ A Y% � l l PAR X 1" PIED® / y 12" POP o t, \. ` - / 61 EX ASPHALT X 9.05 co/v T C COAs T ETIC ) F I` BASKETBALL �! \ � 1 vo/v F A QF vI I I o couRi ttor) WV P. AT / 7- 4 ] / / R X -X \ P. / GRAVEL } wooD a o a o o / PAD DECK' �`�_AC❑S �'i Ac CO s I m ( 147' [t3 III I { I 1 09b i i / / - - - - �� ` \ \\ \ \ \ \ \475h20 ( / / �- CONC. C7 I OWNSPOUT.it ) xo New ( I { I - - _ _ / - 1 \ \ d f - - - T / \ Y \ \ \ \ \ \ / / / I X/477.Os BRICK 48 I I ( 6' ROOF DRAIN Shad I 1 X I / _ ..._ --- "J _ --- - `_ _ - -' _ -- ._- " '-` ^""• GRAVEL BLOCK PRIMARY PRIV4TE 39� 1JILL8i1 - ` - - ` \ \ \ N \ WALL 4 fJ+ _ �j �+ trUGtU I WATER PUMP - 47 9\ _ - -_ - - - - -PLAY ~ \ \ \ \ \ + 1 AREA 1 '~ I Q z 20' SS Ensomont `� I OW } EASEMENT I -3Q--rilLL0�7^ - _. - -- � OLY � �--`` �`� � ��`� � _\ `�, � � _ _ \ A76.41 ^l A+ ,,55''���} ' - - - - - - '�1 _ = 4 _ \ j \y- CHAIN FE _ \ �14 POP Il I I 1 I 468. t - - - ��� - _ - LIINh ^� 0 M / . 66 _ 14" WW 476.44 W !. \ II l \ a I O 47 4� 82. H f I zZ / 1 RiA 1 HATER`•� �, ` `C `� 4�"PO'P. -�O \ 6 WW 1.15 15 - P(� WV I I 1 1 ( - - - 47 4a U7 O\ 475.89 \ \ z SMH _IN-455.07 - _ - S - Z� - I - ` _ 77.04 d To \ GRAVEL DRIVE n•. f 463• v .GRATE 473� IF - - - - - - T ` - / S r 77UT�66 6? \ - ic9`=,�` ` ` ,� ` , \ \ N 479.56 �81.28 { l 1 !c- �Q MAP z 1 - - - - - - - ^bO�->?�4 �� - - _ l f�i �'� • �v \ V IN 7.86 . l I A X X X - X Q I ri 18 Z 1 1 zTivyN-`4ss� � \�- 4 es \ 1I �`�' X- � 1 46 ,s 9 - `�� - +, _ \\ TOP\PIPE - 10'" SS INv CUTS g I I 4 0. SYr• II 11 / r - - - \ SQ2 1 k S 9. I �'� _ - _ r 4 X a 0. �� 1.08 - J I .31 EXISTING �.73' 16.32' MH SL _ 47 4 v5 - R= - _ - S H 1 i ! \ I I COURTS 1 / 41'W P �• _ 01� TOP I I I 1 1 OL / ! 3fr' M PLE. \ AL TOP _ = �_`~c INV 44'- �� 3- ARCEL X -_._T 48 / B v I 43 ' N i 7 q (z _ ' Tv _ _ 8 IF r 475.09 "G 473.42 - _ `---__ _ ^-_� .��- C r"--_x ��y`�^ 48 I i X New SS i 41&.2i G I _ ,` - �'-_--� 47 4 i�W�DU7 �` \Tnr ` I I "POP 2" MAPLE ' J u _ -� - - .- �EErr \ I i Shade 4 pOP 91.69 / I 470. 44 9 /W. v> - c�N �� lO�VCE - - - pVC I'79. 1 7 N GRATEED 719.E I. 1 -A L NTTC g 475. s3 _ -= 7a 54-`` ? \� I • } -, TRANSANs NB�.�•lg MGMULLI=N, GREGORY �,- - � '� \� trUCture I S� nITOP �] I TMP 61x2-P-1 I ATHLETIC CLUI�S - - - - _ - \ \\ _ III 1 0 I 1 1 1 \ n > N HOWARD H. DONALDSON lO.Ol' TMP 61X2-Z6 ( I - i _ ` 1 j I DI Wv i. TSMHOP \ / 409.79 1 TMP 61X2-0-6 1 z ZONED PUD OF VIRGINIA�'41- -_� I I TOP I I i I MARK AND D.B. 946 P. 284 I 12rs.08' \ \ \\ �\ 468.76 AMY LEE 8ERNAT USE RESIDENTIAL i TMP 6IX2-6 I I F88L70F ! I \ INV INIA63 - / 41'M 46g S9 CP BIF D.B. 1410 P. 167 I N ZONED PUD \ \ \ \ \ 1 I / ' I I DEBRIS "POP x I I v 1 LOT. 1 LDT 1 I USE RESIDENTIAL I LOT 6 I I - \ 111 \ 11 I ) 1 X TMP 67X1-IA 10 'Y 91 .97 } BLOCK P BLOCK P I \ }� % 9 1 'POP I ?p BLOCK D ( BOSS, PAMELA A m I 2. 10 I 1 O RIP -RAP C 480.g7PLE i I I I ZONEDTMP PUD OM-7 1 1 1 1 I /l l I I Z I I 1 X0--- d / COMMON AREA COMMON AREA i 11 1 \ 1 1 PARCEL A-2 8"hiAP RATE i TMP 61X2-R-1 I I COMMON AREA I USE RESIDENTIAL ji \{ 1} I j} I III I I I X X RE' X X 4 2.33 I f �� OAVID A. HUBBARD JR I GOI�ION AREA I ( LOT 6 III } 3.301 ACRES I I / 467.67 TOP ❑.6. 807 P. 76 I. BLOCK 0 I BLOCK N LOT 2'TYL-R_CRRISft! tf R - 1 111 11 } I 1} I I{ I I 1 I I I I I x I. I 4 2P56 COMMON AREA OR PI-HSAH \ I l l l I 1 i I h I X MA� LOT i I 1 TMP 6IX2 OM-6 III 1 .{ } { I I ( New 0 . 88.4� BLOCK R i 1 I ZONED PUD \ I I I I I I I I} }:} .� { 1 i I I Shade_ I P P X ®X ® X� I USE RESIDENTIAL \ I I I { I { I I l m } �' { I 4" PP FOUR SF OF dF! a ° Wv CONWIN AREA I I 1 1 I _ 0 INV VIRGINIA; ' LC tructure 4.9 491. I 1 DEAN, SAI�AFT C`C- - \ J I I.I I i I{ 1 I l { I I I l I 489.54 D.B. 1518 P. 234 P'LAATT .33�a I OR JAMES A ( I I } I 1 l i I4, 1 + 0.0. 1024 P. S3 33 // / / / i I I TMP 61X2 OM-5 I ({ 1 i 1 l i 1 11 { { 1 } i a�el- I 92.86L POPZNED PUD USE RESIDENTIAL I { I \ l } ! t 1 1 I I l I 1 } I %< A9 - i COTTRELL, CYNTHIA J \ \ \ 1 1 \ 1 1 1 } I }III (I I I I i } / / / j % / / �/ // / / ' / / / / TV I ® TMP GIX2 OM-4 i \ I I I } I WV X X X X D 1 ZONED PUD 1 ( USE RESIDENTIAL L Shade IW DS / tructur I \11 { I I I I )I 4 PP/� ' STUART, SUSAN E I { I I ' 'i I I 14� P P4INV IN c) 88.99 TMP GIX2 Otvt-3 I } \ 1 � 1 I s.�8 + %` ZONED PUD USE RESIDENTIAL _ 1 SHIPLETT. SHIPLEY f3 TMP 6IX2 OM-2 / \ 1 \ \\\ } I I % / / BIF ZONED PUD / } 1 \ \ \ } I l I 1 \ // / / / // // / / 5 USE RESIDENTIAL \\ \ I } JACKSON, CLA KR C' PPSP / / } \\\\ \\\ }I!x OR GLORIA S / J \ \\\ J 15.E X X X X / TMP 6IX2 OM-1 and 1 INV o T ZONED PUD 480.0 USE RESIDENTIAL - -- - ' a FOUR SEASONS .- TOWNHOUSE ASSOC INC,7, o 0'41-W _ _ - - - TMP 6IXI 00-2 _ _ /i/ //%i IF ZONED PUD / \ �up_ P Iffy tf -� - - ` �% /� �i/ U5E RESIDENTIAL TOP SmH INV IN S2 488.49 :493. 3 = - '// qt1 I 486 Bi S / / LAWRENCE, SRENDA R OR GLORIA S INV / 1N ''MP 61Xi OL-i MOOD\ AKE DRIVE purS 1N� : 0NED PUD FOUR SEASONS SOHP BIF USE RESIDENTIAL \ LO TOWNHOUSE ASSOC INC 495 68 TMP 61X1 00-2ZONED PUD \ \ - _ USE RESIDENTIAL \ W � VIA, JEAN C2e \ \ TMP 6IX2 AA-1 . 0. ZONED PUD c;'�4''�' \ NGUYEN CHAU NGO ce??s?" \ OR LINH H USE RESIDENTIAL � Ns, \ \ os. CHAPMAN, RDgE\RT STMP 61X2-P g-007 TMP 61X2-gg-00 ZONED PUD \ \ ZONED PUD USE RESIDENTIAL �SE RESIDENTIAL ZAK, ROSERT MICHAEL / \ OR SHERRY LEE \ �6+ \ TMP 61X2-B2>-005 \ LOT 7 LAKE�; ?6 DRVVEi EW I(550•) ZONED PUD LOT 6 / \ USE RESIDENTIAL \ LOT 5 \ GRAPHIC SCALE 1"=40' 0 40 60 120 AIR 17 SEASONS COUNTY OF ALBEMARLE TMP 61X1-00-0-1A ZONED PUD USE RESIDENTIAL H ' OF L1 � i W. THOMAS MUNCASTER, JR. C-, CERT . NO- 16242 cr � pR NPR 0FESSD) W h-- IwI►\Icol-,l2 ~ O CS \ d � N N MIITIu) SHEET 7 OF U nl ci m Iri Q 0 0 nj (1J -0 m LL L LL W E .r, f- m 0 +-) O n 0 L a m 0 0 N U (o U (D a. D m 0 i 0 0 z H 3 i r +j n U U v 0 U 0 L a x CONC. TRANSITION GUTTER TO EXISTING PAVED DITCH CURB 75. �� \ 00, ASPHALT G T CURB \ 1 ` ' ' \ '� LOTB IGN 1 ' NEW C6-6 ® EXISTING ER Np 4T \ I�> 00 y 1 \ \ \ �1� LOT 7y6`OLAKEVIEW DRIVE (50') \ LOT 6 0� THIS AREA. OF \ \ F�FC \ A\ \ \ �` AS LOT 5 �. TOPO NOT \ \ \ \\ \ F c p T��C Av ARC L E \ \ \ \ \ \ a 1 6 T <F CURRENT \ \ \ cF 4s NN 4 / q�s.190 '�`� C�" �c� I \ LOT 4 T TMP 61X2-4D 9) q \ \ \ FOUR SEASONS OF D.B. LLC 2175 P. 407, 409 PLAT \\ \ `� / LOT 3 D.B. 1832 P. 403 B. 1664 P. 290 PLAT \1 4� \ \ \ �. �' 'r- -� r� / `' � � � \ LOT 12 F \ \ \ \ h4 1 . B . 1024 P. 83 '� \ ' b \ \ 1Z\ F° TFA co \ \ 1 W .'R . 65 P. 559 W AP \ \ KING LOT \ \ \ \� 20 ' WATERLINE EASEMENT LOT 2 / / I / ( o • / Op ` \ \ . j• � ` \ C A \ \ \ L 0 T 1 Agri tb Iti� . �� \ \ \ �O 09� \ \ \ \ \ \ `� \Cp ,3 }l . R / I 2 ..I PlV \ c ��o J \ \ \ \ \ ` <o , 1 f . - 9X,a 1 \> TO R BLOCK "BB' h _ �51 I .I3 FOUR SEASONS Ag0 NE / ` l \ �� \ + \ �,,o i / ' WOp Ix 2" PVC PIPE LOT 11 / ABOVE GROUND + \ \ \ \ �9 / /_ 4a .50 / 4.5'R l t l I 484. 04 \ q s / qg3. i T�L • q1 \ \ -\ \ \ \\ ` j / / // 8 NV INV 8�2.. B P EX-E � LP 1 P D 4 •• P 4 5.67 S ACC TCA \ \ W00 1 \ \\ \ �� \ `` 2�'�E I NV IN 48 03 / / Ln J I • [ ) co 1 h4 91'�.;RIQ(P. N17. i A•a7' q2 Y \ \, 490. 45t7T} . 3q-� 8p 556. i o J \ << .16 \ �' \ �� \ \ 2� N� o / , / oQP U� J X 4 \78 A<44,T \� \TES \ \ \ \ 1,� \ \ \\ \ \ \� _ Sg $0 OTq{ N1A'g7 2 P_4/ R V) \ \ BLOCK "CC.. FR F OS \ 4�S \ \\ \ \\ \ 4B4. 8 - -- ` ? / J 11 QD 4p TMP 61X2-4D Ci \ CH \ \ \ \ - \ _ 490 / \I \ PE \ ACT °D0� CLUBSATLANTOF VIC �RGINIAHLETIC CFBgTSF 4r�1\�rNk \� \�� \ \\\ \ \ ��8� �\ ` NEW CG-6 ®. EXISTING EP / 9�i I J 4 x \ \ D.B. 1664 P. 290 PLAT I \ \ \ \ o \ \ Fn - i _► \ D.B. 1024 P. 83 TWA FRNCF\ \ \ \\ 2�, \ \ + _ `® / / r . rn I cp 2 " L W.B. 65 P. 559 9j0. 00 ti U pME \ + \ \\ \ \\ \ 484. 55 OQ �► \�Y p J J ��sF CD 47%.9 \ �c# rn (n \ \ 495 . 6 � \ --� `< PARCEL E O (l) n - \ \ \\ \ eo \ \ 0.37-25-w • _ _ A- -4go _ - \ 19.32' CG-6 \\ \\' \ 85 - \ 4.� R \ \ \ LOT 10 \ \ \ \ PLANTER CONC. I1 Sx►8' SPgG s i / - - - - _ Q93.64\ ( \\ \ �2"P VC / dBL 14 OP\\ \ LP / 1 484.94 4 \ 495. 4 \ \ 47 . 58 \ \ \\ \ 477 \'\ - 1 I \ I \ -- 89 (4) 1 r \ 473.06 8.�AK S R \ 24 493. 4 \4,76\10 �9 14"�oP \ / �4.5'R 5-R 4.5'R 4.5`R \ \ S \47e. CG-2 (tyP) \ -- 4.5'R BL �" �P 478.48 ,� D AND\ \ + / / J ASPHALT PARKING LOT \ 1 \ PP C \ NAVEL .S-TEPS__ 485. 39 / \ \ \ \ .\ 471.75 \. c� _ POOL THIS AREA OF / / J i x _ S \ \ \ 5. 2 �W3 ILLOW----� \ DECKTOPO NOT 1`_�q6p�4 CURRENT + ` \ \ \ \ _ / H_ \ \ \ \ 4_.MAPL 7 \ ( \ \ �� / 4.5'R \ 1.5"R 475. 49 \ \ \ \ \ \ 485. 77 / o ` - o F \ \ \ 484.33 20, OD \ I \ 4.5 R \ �, / RICK F LD HOt15- D OP 48 .7E 20'R \ ALL D WA }-i_3 EVERG. NE NFL 1 \ \ \ (AC CANOPYE \ \ ATER \ 3) x18' P \\ \ \ 470.52 \ % W \ \ �q \ 488.8 T -47�4;y / / r q] q � �' T , 476. 20\\ \ \ 4 1 . 75 \ 486.6 - - - _ - LOT 9 S •3$ �'�8yt'9,. _ 0 \ \ / ` 1 F \ 3 \ RLaNTE - GRASS CONCRETE - - - - I+VJT\ 89.6 \ BLOCK ..CC.. \ \ \ \ 74 32 \ \ \ - _ -- LPG 4 0 _ LR - S O \ 2" PV N022�'043'E \¢ ( / p ROLE _ _ 485 - $` P�PLA 1 \\ \ NS - _ - - - fiHP �[80^I �j Ur,T -' ` 1 S ORY 492 q9 98 J % _ 9 �� 9 + TOP I - 9 A/C T. S41 •43'01'E 4n BS -rrn \ I -'!' Fe e TEL 4'R ` i FRA E 5.34' 3.64 CONC. F 25' EB IS , ' I TTk �� 1 ro X ` PRO SHOP - r Ac35 \ CON. / TMP 61X2-46 \ MAP .\ NA9'02'03.'E \ \ + \ I x a° 25:98 ' \ PRIMARY �RIVATE 6s \ \ \ I •i 1 OF�� 74. 94 \ /1 B .92 \ \ 5 R \ \ \ \ / / 59.29 \ � \ N 19' 2 ' \ WATER PUMP I / S PARCEL C00 \ T I 2" / �,, 1 IF �' 43.33 �/ I4 A� r 10" DBL POP-`\ / I aSEMENT \ \ \ J I J J / q �p�TQ�ck 7 \ �c n / Ex P Ar�r 92+5 z \ i � 20 " P A \ \ \ J J J J 3/C�q��� / 2.25 ACRES f DBL 11 .r (� \ ( I w 1 J oo L E \ \ N 'EC-1d95 _ - 4-L P 4 CONCRETE 486. ! } 1 OP 488.79 o 4 - \CLi \ - - - 49-5.45 - 9 1 \ ` 1 l J J J l I 4tij�4/ / TENNgS �o RET . WALL \ I 1V IN 488. 18 I o CONIC, . (p \- \ l 1 i J OM�q/T I 475.05 , \ F ENTRAh10E (tbr) - BOX NEW FIELD HOUSE ® 5 R 99 , o STEPPII \ j - 1 + ✓ FF=486.0" ? o ( 2'R / J / \ 1 / D CONIC. o i� I o o o A9 DS r L O 4 9. 15 CHAIN LI FENCE tv o 1 _ \ ® / s� �Y 9O CL o T ® � a2s.9aPPED 'O�aR X. POP o \ VALVE / EX ASPHALT > +155 a C COAS T ETIC J ~ BASKETBALL 5'mtn n ` t VIR I I f F ❑ 4 COURT (tbr) WV �e r' 7. q 1 p o // R \F X �/ 2 `� P . 8 / GRAVEL I WOOD El E O (� o ° ( ( I x AC O S � 1 / I / AC S_ Co I � tIr) 147' LO I I I I `� = t� \ \ \ \ \ \ \ \475.20 J / \ CONC. ncc I t _ 96 / r o I DOWNSPOUT (t ) - J - \ / / / I X/477.03 BRICK 48 GRAVEL GO Y `° 6' ROOF DRAIN L.I_ I ( i WILL-9W - - - - - \ \ 1 BLOCK / _ I I I PRIMARY PRIV T -Q7-f. 9� - - -- - - - _- _ - - _ - `` \ \ \ \ \ \ �. Ortgin \ PLAT \ WALL S �j �j i EASEM6PtT1MP Unknown + J AREA �� z 12 20' SS Easement } I3" Dliq i N i 9 - _30- -P.LOW - - - _- 0Ld - - - - `� ` `` =_ __ _ ` _ - \ 476. 41 , H x �/ �/ 0 3' Ir1 C� 1 . 51 468.52 - - - - _4� _ _ \ }12" WW ` CHAIN LINK -FEES \ O /o /� (1 POP II q - A i - _` `_� �_ _��_ 476.44 n / I �. \ } WM71 12 / � 66 , 1 475.24 p \ 47 . 4C+ E682. �' / z / A I 1 4 QF�YI \ �J J W / / i 6" WW \ \ r-, 1. 15 P evtse Layoutnrn u _ _ _ _ 4 09 \ ~J J 1 10Lb - _ - - 47 �. �� 475. 69 Z _ n' \ A SMH �N �165.07 _ _ _ �j _ / �.. - - , Imo` �` _ - E 1��� `� _ J 477.04 v TO 481.28 GRAVEL DRIVE �. A63.8 j � TOP- - - --- ��� IN.OUT RATE 4� 3% _ IF - - - - - - r -- - - - - _ 1" - + _ \ N 79.56 \ Origin G v ` - - - - - �`I V '46 3 3� GL1 `\ 10" \ 4 I } 15 p ncc $ MAP - TOP / A - - ,S02-20-=4 - - .N\ 6 _ �� 4471 34 \ T 467.1i8 INV IN 7. B6 \ Unknown J J A?3 /'fBR %� x I �l CJ. 46�. 69 •� � - - � .- ---- --- -_.. \ ` � - = _ `, r` I ( � x .. O,W . 18 _ _ + \ \Q\ TOP -PIPE 10 SS IttV OUT 69. q' J N� 4 0. SYC x SQ2 2 / 8� Ob' 470 . \ 1 W 1 . O8 ' S THE EXiS ING LATERA X 5 / / S02.20'41".a TOTA 16.32' 40 H MH ��b _ _ -� INV Ol 47\,0� -_ - _ \ S H ' J jS TO H IaBE CUT. 31 _ P` q7- , - T�P I AND HA L BE CUT, 86.05' L ,� TOP 47�g4-�'',=� -� .PARCEL X �. 1 480 LUGGE�NO SEALED S02 '20 ' 41 "W 126. QB 47 Ml}PLE UCD � 473. 42 1 _ -- -� =4 `CEP C `_._�_� ChF 48 } OVER IN THE MANM IF � 475.09 _ _ - - - __ \ ( .0) - _ _ `S'3 1 j4 2i I 1-� =�� = -- -� 47$. 48 = _ lliv� \ AS PART F THIS WOR I gP069 a _ / / / / - 173'54- '``�� 79. 8 OP > I �N --- _____ �- �O�VC _. - E� -- Pvc - I , J 4 g 7n I - 475 93- WV o \ w � ( N87 '39 ' 19 " W - ogv ... _ - - - _'_� \ I 1 a I 12 I i N TMPARDXH.-PDONALDSON 10 . 01 ' I 41 - - - - ``w \ \ 1 ( I I DII o < WV • A TMP 61X2-0-6 MARK AND I �+ D.B. 946 P. 284 S02'20 �� \ �1 ` I I TOPS I 'i AMY LEE BERNAT 126.08' \ \ D.B. 1410 P. 167 \ \ I I I FULL OF +•-� I 488.70 RcvrsOd Layout Tcnrns Court *` � \ i 1 1' I I I DEBRIS BLOCK P LOT 1 I ( I ------- - - _�__ __-- - \ \ \ 1 \ \ \ , 1 1 ` , / / / I I x 10 ' Y 91.97 I \ a LOT 6BLOCK P \ .. % 49 . 1 POP j BLOCK 0 I ( ( ( \ 11 1 i 1, 1 I I I / / J 36 IMP X 4A m I I q2.10 I 1 R F 1 I` f �Cnce n I I J Xx I 1 COMMON AREA COMMON AREA ' \ PARCEL A- %< x \ \ I I I COMMON AREA LOT 6 1 ; �4 2A33 BLOCK 0 I LOT 2 - - ------ - - , ! 1 . , ' ` I i I I I I > BLOCK N I I I I} I I i I I�142POP X /./ ( I ( COMMON AREA I \ I I I I I I I I I I I.I I I I I `� I I I %� i2 "MA�� �S8.4C I I I I 491 . 20\ X x x LEGEND: I \ \ III I I A o i I New Tennis Fence x x x j ( a"Po ® (9 / '� - �/o \ 4' PP FOUR SEASO S OF OP P / ____ --_ _/ I I I I I I I I I I i I I I I INV 12 VIRGINIA. LC 49 8 491.5 WV / j I AC = AIR ,,CONDITIONER ----_____- I I i j 469.54 O.B. 2175 P. 407, 409 SYC/ I BC = BOTTIOM OF CURB I - I I I I I I I I II i I I I I + D.B. 1518 P: 234 PLAT Y I BW = BOTTOM OF WALL v I I I 1"IP.P �3 I 13 I I II \ I I I I , I I I I� {I l I• I Revised Layout Tennis CourtCED= CEC[AR s 4 ,. BL POP CHR = CHERRY 4aI92.86 CPP = CO EGATED PLASTIC PIPE xCMP = CO EGATED METAL. PIPE � / / / / D= DR0 INLET - / DS = Dow POUT TV I Ow = DOG OD ELECTRIC METER I \ i I I 1 1 1 IIII ® aR x �� I // 1 I I i ence '-I I ti / / / / / // PED EVG-= EVEIRGREEN I I I \ 1 11 \ 1 I 1 I I 1 I. I WV %< I / / GFFL = GROIND LIOOR I \ I I I I II I I / / / / / / / U II 11111I I J/'III r / /// / / w HOL = HOLLY I I i Iwo6DS / / / �I�1 1 I I 1 I 4" PPx MALP P _LMAFILEPOLE '-------- - I I I ` i (((I I I I J4/ AP INV IN t2 r q I I / /j j POP POPLAR I \ I 2Aj R �u 486.09 / cp RCP = REINFORCED CONCRETE PIPE I I 4 8. � � 8.68 + %� 1 I J / P GRAPHIC SCALE 1 " =30 SC = SCUPPER _ _� 1 1\\ \ I I I I + /Layout S= SIGN I r Revised Tennis Court s I z SMH = SANITARY SEWER MANHOLE SS = SANITARY SEWER LIINE SYC = SYCAMORE TC = .TOP OF CURB TW = TOP OF WALL 1 1 \ \\a I II II I I 36 h 0 30 60 90 UGT = UNDERGROUND TELEPHONE LINE / 1 \ \ \ \ \ \ I I I x j / / // / // / / B/IF WL = WATER LINE / II \ / / WP = WHITE PINEWM.= WATER \ \ \ I I x I / / // // / 1 \ \ I / //// / /// / / W. THOMA A WV = WATER VALVE / \ \ I , / / / // / / / n 2 6242 �. +482. 16 = SPOT ELEVAT20N / \ \\\ \ P PPE Ce i \ // / / / cb9_J 151 �fBR i i // / // / / // / // 0A J ? N V 0 T 1 12 480.0 7 I o / / 60' A x_ rew�znm F e_� - X - - - -_x_ -_ - - �C ' / /` // /p / //// i 25'Q �OFESSIO C / / / ��/ //// / • / '20 ' 41 " WIF z' M / \ \ \ - -S02 • �/ / / IIDINIcOI--�I2 P PLAR 3.8) _ 0 E 6 a 0 <L a) 0-) G O IL r--1 C Ir o Q L n DRAWING SHEET 2 ,OF AT lei -0 L (Z) 0 (Aj u m u ro cl 0 9) CL) 3: C) M -7 3: 4-) O u U) u 0 L 0- 0 O Ln cm Ln r•-, V 0 0 Cu r- CU W L L LL ai E f- 1-1 CD 4-J (0 0 4J 0 0- 0 L n- m 0 0 N U rD U ro / n 0 U) m 0 / (f) 0 0 z " 3 / U F ,1_J to n U U) Q) 0 U a. 0 L a. minimum water top of I must be, installed with a minimum I ballcockshutoff valve \ Tc 7 .76 462.5 1k-C supplying a wash hose with a diameter of 1.5' for adequate constant pressure. Wash `bc 2' 0 4 • F 49� 48 . water must be carried away from the entrance to on approved settling area to remove CONC. \ ' sediment. All sediment shall be Prevented from entering storm drains, ditches or water ���, CURB �. r 14 courses. N30 S5 480 ��p / � . �q . sawnw-Sop' Do y N 1 I- •_ P ` 1 /. TG \ , ITT HALT 482.75 \ \ / / /� \Y� \ / /� ' G # U 482.5 \ \ i ` I ( j \ \ / \ LOTB �4 IGN 482. 3 �L a YC v `/ \ \ � � �J 11 I-- - \ \ \ / / t e 1J " VAP \ / ``� __ rLlk ` \ \ I 1\412N.Slo " j S6 �A \ \ FaF`*tt� - - / \ \ + 4B2.7a \ l T,1 °• 00, s>.. , \ / / po` �l��Pl �- \ ,� l; - - _ - 4&2\ \\ \ \\ \ \ \1 m m. s N4. s \ \ f11�_ I \ / / \ / \ \ �y Sop - W°� - - - l�\� _ - \ \\�4621.,641 1 ` `� °S�3� I loop 1-1 \ \ \ \ / a ooT / car \ \ \ \ \. \ 1 \ \ \ \ \ / \ .." // Nc - - / // / �,c� coY . . \ \ o) \ + 3. \ 1 \ \ \ \ eP''� // / �,� AO�F \ \ \ \ \\ \ \ \ \ y pF / all \\\ \ \ \ \ 481.�j \ �! \ LOT 7 PAP,,,� \ P DS \ // / C y0 HO ) \ \ • \ \ \ l�•A, �'' DRIVE (50 I \ LOT 5 �� Gp��°rV / / \ - - -- - - \ (- / \ ` - \ C �qT '64L _ . \\ \ \ \ \ �� / \ \ \ / � •\:.. F<E• 2 \ \\ \ � LOT 5 a / .1/ / \ THIS AREA OF \:\; \. • - - � 4<p c Al L E � i \ \ + 501. o / \ \ p TOPO NOT \: \.:. \ P e c Av \ \ \ \ \ � � � ' . _ / GA�yF 0. A / iVt�P ' - ` °<E .CURRENT \ ,� , \ CE 4S�e FNING + 483.36 \ 483. 36 \ \ i / �/11 LOT 4 - / . . \ I / - ems% A ooTqq��� \ . \ / GO- \.\.`...:� . \ \ � \ .2f�' �6 I \ \ - - A95 \ / S" - \ \ -\ - TMP 6]X2-4D \ \\ \ 52 'j \ a _ � - - r - \ � - _ - I / --- --- I'll \\ Y>S\ \ . I • GO), \ \ '\-' \ VIRGINIA, LLCOF \\ 6" IP 1 DW / �2 \ - - _ .. . / - \ -46 d i ll \ \ : • \• \ D, B. 2175 P. 407. 409 PLAT \ � / \ LOT 3 - - - i ` / _ IRC \ `: 2.29 __ i G LOT ]2 469.85 \ 47f.7\ �• /// \ /8� K \ \ \ D U. ]664 P. 290 PLAT 4� �� �� �� /� /-- \ �� �p A / / ' -� �G \ \ \ D.B. ]024 iP. 83 \ \ \ i - �/ i /493 2 497.4 / 1_ SIL \ F qTF \ \ W.1R. 65' P. 559 R\ .P � _ _ 469. 50 / / \ \ \ / / / / / / / / \ _, \ __ \ \ 1-1 \ \ OONT4 1V • \ \ \ ,\: , \ \ QX \ 486. 93 I \ � ��!- - - �- 9 9I / \ \\\ \ \ + / \ \ \ / / / / / BAI \ \ A` \ \ \ \ \ I \A \ :\ . . \ * \ -_ - '- �_ - /- � - - - P 9 / l l l . WI �466.94 \ / ` \ 484 2 I __ - - - _ - / \ \ \ \ Q>� 2 \ _ _ / 1 471.1 � \ - __ � _ s - \\\ \ �: _ \ \ \ \ \' LIMITS OF DISTURF�ANCE r - / I f s / . . I ,\, 1 / \ \ // \ \ \ - \ \ - \ \ \ KING LOT + 483. \ \ \ \ \ - I --�__.;­ / - / I / / f OI w __ � \ 0 \ \\\ LOT 2 S� _ �_ - -i �� - / \ / \ \ Tpp , � ` \ %-; \ I \ \ \ VU LOT 1 49444. 58 / / / IIN --T�y`.'F3 � \ \ L'p , p A1 \ \ . � \ �. .♦ - .--- \+ Tc l / ` 46�28 \ 463 IcyT ` \ \ I \ ti0 C {O I \ *` \\ \ \ •, l - - / .. \ 493 1 + 2f BLOCK "BB" a !� -,•i - / I • I I . / t, / \ \ CpiC Q9 . A�4 \ \ ` \ 4j \ 9FT �'F \ \ \ \ \ C \ \ 4 I FOUR SEASONS 1?,/ _.� A `VNE / I \ I - - \ / \ - - i r \ \ OS AFTC - NTFq \ \ \ 1, S \ \ i \ \ k 483.5 \ \ \z� v\ I \ / / / / Wfl / I' �IX 2.. PVC PIPE - - 1 \ '\ O \ -- \ \ \ \\ \ �. / / / / I \ GR U ND / «Ca �'O O \ \48I ti \ + t93. 23 / / S I + 493. n \ I \ ::� \: M\:: . I + 4701.92\ 1 4��ss ° J Q> \ \ \• 493 7 } \ �y pro / / as . 50 ; l l i \ \ 1 I oA \ .�:: '\Z \ I p Ic \ \ \ : t \ / \ - / 1p 4tiY'a� tiT \ \ - - F ` `� ` ' \. ae4-oar \ S', '" / / / \ as3. 1 I IV N e2.e1 1 - r T . .� \ - \ \ 3 -\ / LP P \ - - I . / / 'N / /� 41 \\ \ � \ . . \ 4�, °_ / / / / Ex cc P moo• �. ,•. > \ �• \ i I 1 493.2 1 ) i \ 07 :..:� : - ' F INV / _: O Op \ 0 \ o� + 483. 9� \ �6 3 / Q N A - / / INV OUP 464. 3 IX < T �O 48 /5 (,., / / / / i' 4671j1 j / // / \ \ S<4 F 4� I �O LIO \\ BgI`Q�. V \ \�:: \-�\�•'. •° \ - \ WC\\ ( A' "' / /. // / i Qro o J � \ {� \, \ ` / / / - / / / / \ !v NV • 2� /YT - : ` - �. w.j ' �.\`. G 4 " `R �11 A • O Q M • . c 7�- t / \ p \ / / / / / / / / t 1466. 3 4<< 4619 ~- : � - :.� : �le - -_ \ \ N11 9 A / / i Q I 27 Ih i / / l / 4 :•:�.-:-:_' \:�:: \ �'� \ � \ �'F c� 6 / // 488.22 fP / / / / GP i- c' : : :. .\ \ \ 4 + 483. \ 49fi.4 �\ BO• 9 / / o I + 1191 . 1 \ / / I ) \ \ sr r N - / / / /1-1 / 470. 1� / / / / / + 467. 49 \ L4yT �.:. , ,. , . -, ::: -,- : . :� . \. \ . •� - \ 4 0 1 `6 ��L Sa `/ / / ) Q / I R = p \ T \ BLOCK "CC' / / / / - / I 1 \ FA os \, �: : • _ , _ : : \\ `�: ' 484.E \ _ - - \ a``''-. 2 A90 -/ / / / / BC I -T Y � G \ PE \ >' \ / / � \ / / / / / / 3�84 ` \ , 470.3 �v(T ATLANTIC COAST ATHLETIC OFBL OP 4IN I \- . • ,\ - . • v `\ \:\ -\: • - . �4g 24" o w 24" WP - / -88. 70 � - I --- i-----$e-• - / / / 1 AO RI ID I y . . \� - \ T �90 - P P a92.94 /� / . / I TC I _ N 492.56 / / / / /' \ OL CLUBS OF VIRGINIA S OI 0 K \ .� . \ -" \ \ \ \ 4 U • r 489.22 [Tt / / / / - 46K.291 \ \ D.B. 1664 P. 290 PLAT TOp PANCF\ ' ' '"\ \: 2 \ : - \ + / f 1 Q ng� n7 \//, \ \ / / / / // - \ 0•B. ]024 P, 83 q>p AU4MF \ �. r' \ �\ \ \ 464.55 ♦ c �'14 2" OAK ( I / / / // / / + 465.69 \ \ \ W.B. 65 P. 559 p0 yo AA \ - +- -, :\ \: • \n v y :� :: \ �0 3.57 58 �OP`i£'� OP-4 + 489. 14 ( p t + 491.7 3) 49 15 4 \ / / \ \ OS �\ ?: .ram^\:\. \ \-' + 484 t6 484.1 aBB.-66�B7=92" - _ _ _ _ / I Ijll p _� \\ / / / F C0 4732: 59: - �- \ :� _ / pap/ j // / // / \ S \ NC. ;.. : : :--:: ::\- `9.:_\\;_ N �8 a 8 _ � � _ _ -- I BC -1 - 464. l \ PARCEL E \, \ - aa•97 491.1E �- `GB \' / / // / \ + 469.8l \:��:::' �0.:\: \:: 0.37'25"w - ;32 �48 e- y - �190 _ / ) tc tnl (n jrC -04 5 \ / \ ? / /// / / Q \ \ 4. \/::�.:::�' . • . \\: �..11� 464. ] - - / T4CU \ I / / \:� !9 32' CG-6 - \ 489.51 4Qt,73 C \ LOT 10•�\• \.- / // / / �� \ fi 465.s� 35,� eq - \•.- -. +4 .29 -.. P - 4.71 \- �47 A BY :\�•:•: :•' .. -\: `\ a 8S 484 59 %/ / 5 v� i '• 0 ` OOP�.^\: \�:: ::� - , \:., • - ; � PLANTER BC NC . C / ` p - - { + + \ \ , 2" VC � I / / / 46� 1ffl6 O�j \ 467.14A \ ` `. 484. 17 / 4 / / , ,O \ \ \ ` l. \ \ ��'5 \\�. .: - 4 08OP+ 4 4b 3� 470.4 \ -\:\: -'- UBL 4" OF . / - _ `48+.94 9.39 T TC TG 495.4 / 6rC � 4 1 . 32 ' \ 492. � 493. 4 \ \ v• / / / - \ \ 6 OP PA \ : 2-iiO3�: ' •:- O:\ \ 1. �: : •:� .� - / + 484-a9 _ a90.79 \ �2.9" \ '_ \ __ � \ \ Fl TE \ �\ \: -' \ :---: / - / + 4 TC 49 .2 \7 . / / / -/ / \ __465�� \ \ CONCH SyF, ` \47.3: 6._•_\ _''':�:-: _. - - - -�gp + 485.67 / / \\ \ 4. 7 / / 4 r \ F A 47E\10: '14'' �?OP. 1485.2 / 493.2 , \ / 46 B } 61.01 \ \ -\ 485.27 C I/ _ _ -_ I �:: /I i \ \ \ - ` ` `\ \ • , • - - . • �- • - .. .. ' ' : : , • G'.,A �- \ F / / B ASPHALT PARKING LOT 492. 72 \. P 'C ,// / �� � \ B,:"-: OP•:•:�•'•'•-. •.•:-.---. 4,78"'48�:-' / \ \ i / t / \� \ \ \ . - : - 6RAYE1 •S�EPS:�: / 485.39 / I / 48 5 \ \ \ fn \ \ v N J / - - - \ ��� Pool THIS AREA OF {:\-: \ :- �.:�.. / / + 492.25 + 492.96 r, \ 4 1,7 - 461. 7 j _� - \ DECK TOPO NOT j( "` J \ \ / \. / / /+ 461.s1 \ _ �� CURRENTf I' +` �.:.:\:. -�:-:- \:•,,, / �• ,i-6 rEr1 / \ \ \ / / \ _ �'_ \ :� �, \ \ . . . .•.\.: �::::: 486.0 466.2 + 467.OB \ \ + \. / \ / _� - 470.36 L "X" \ �'•:-'-' - \., :. + ��\ 4" PVC / Z / \ I + 490 92 \ 49 .4 \ \ \ / 4 i + �Ib0=1 \ \ \ -� ` _._ J 8 \� '\::' 484.33 INY / 9" DW 3" DLt OR 48 .76 / / / 6p - \ _ 1` O \-: - \:�:�-:-'- RICK 488. 1 D \ / / \ / \ \ � - `. 485.60� 486.89 486.8 / F LD HOU S \ \ \ \-\ / 470.3A• I\, ;pH : \: ; \ / A L 48•' CHR �NTR.�NCE OP OF STAN ING S \ \ 7 N NFi \ I ' - • ~ , � 486 78 / G,vdOPY ATER \ 492 65 FN v :: ::::• ` �u I j \ \ \ 46$ tfi9 0Z _ 0 / \ i • 4J' C i \ 4 G T +. : :�: . F' \ 488. D OF PQVEM NT a \ n \ \ \ / + 459.77 \ \ \ \ _ -� �7 / / �I% 7l -.. \ 476:.20\ ;\: . , . q 1' ..:� ��486-6 V yt - - - - - - - _ _ q 4 1 . \ CONC. �� \ \ \ \ \\ LO 9 / \ \ 1 S72 •Q ' X \ r/ : • . ; . • 466.0 4 14 GRAS - - - - - B9.6 - - - - - -. 4 / \ i\452. 71 \ - 'F - - � \ \ -_ _ - LR o - PLAATE - - T' BLocK� cc" [ I / 'p ROLE' CONCRET�c - - - - - 485 - tE LP 4 0 - 5 7 + P NO2 9.4 a3'E / \ \ \ \ \ \ _ -- - - � - ....- - - - _ - - fi0P �iBQ d4 UGT -� 99 1 S OR`! A/C .1P !'43 0!"E \ _ _ � 39.40�, OUR '13'd2'N �\ t� 5.34' 1 \ - = --� - + 46fi.08 170 (17 , F 4 � ~ I e TEL X X \ FRA E 4.9! 98 \ \ / - / \ \ \ \ - - \ \ \ �-' CONC. EBRT•5 \ \ T rEE3 X -, 0) PRO SHOP \ / , 5 / TNP b77(2-•IC \ \ \ \ \ -\' \ \ \ I -� \ J \ \` \ I I \ 493. 1. \ G �ONf�. / VALVE i \ \ \ �46454 f �.1` 71P 61x2-48 MAP/ II -\ \ \ \ c \ BJ. 7B1 I i I i N Gur X.59 \\� �� \�\IN19''5'16'E 1• 449.91 \ ] -I- 462.41 METER PW IWATE .-_....,, s �- \ I I / s F�k\ \ F{I 2- d r 4 3. _ LO / \\ .v 8 .92 \ _ � cS \ 1 O 474.94 / \ J p FT. PARCEL C m / / ©". \ � � \ J •�� \ IF / / / �J9.29' / 2.723 ACRES / / \ \4ASEIENT \ \ 1 J 1 i I / I ap a4�,� \ \ E3. 33 p / / \�G \ N Do FENCE \ I i O/ ✓'A / 2.257 ACRES 111 0 \�_ I _ � po Ex FLANTE \ \ \ � _ - - s- -\ \ lI Ii °2 °!FO CONCRETE I i O86 1 1�\ I \ T 459.51 101 / \ \ i 461.71 - \ ` , ` / - // I I i 4,y� / Ut I TENNIS CON WALL \ • k iI , OP I88486. 18 \t I ° Cwc. ✓pA v _ `� - - gg � 2_d / if NO ENTRANCE (tbr) - \ i ° STE41 Z - _ _ * 459.01 THE C 5 8 OF ALB MAALE 459. .1 / ` \ // I l MFNT 1 475. BOX `I& n 8 .94 ° ST - \ EFIE�K ` •1 - _ D. ! 1 . P. PLAT / / \ / ti 4152. 51 I f -, 4 4.9 / / / / III / \ l + / CONC . - J g + 49 .58 + '32. 7 ` A90 - - / \ / 1 4 67 \ / ov/ \. o� os 1 ° \ / fin / � / + 460.11 \ / / -_ i / J 4 / / / l / i i i IF 473.31 \ \ 4/ 475. 05 / / O 4 9. 15 CHAIN LINK FENCE �° / T / WATER ELEVATION 464.71 / / / rr /: // � � � T • PAR X AL VE / / i 460.51 \ - / _ i I ,-- - - / 165.6Q I \ \ TO A y �/ \ l !. 4 .8] / EX ASPHALT \ 488.96P 9.05 I I 4 S \ \r L / / - -- / \ i - ! 1 / BASKETBALL /\ / / \ l c 492. 3 \ + 459. 21 \ / 6 462 1 / / -}- 464, 31 464.87,-` / / I I I i I \ \ CO I P. T EATC / ) II 47 1 / / / .. 7F 6 B9. B2 /TER X X r I i 491 , +I i / . / -P 460.21 / � I \ N A YI I F 7 0 ' COURT (tbr) \. wv nce \ / * 4}F0.51 / i / 4T3.7 .� + 465.64 i ( \ C% 18 P. GRAVEL O / / / / _ - - / I \ \ \ \ �R / I. Paco o a o 0 0 0 0 q� Q6 t - 9. I I ! \ I / I� S AC PAD DECK AC Q S 7/ i I I , I i i/ * 4 7. 77 / / / _ J _ / i I \ \ \ \ \ 1 6r I ~`--Ac's co i &_ � W ( 11 __(T f 0-0 _ p97 - - •I- 460. 01 - / � / / - - - - - + �t65-95 \ a� \ \ \ \ \ \ \ 75.20 I CONC. \ ! 1 wT Mt S rk Fence I - \ _ _ _,� 7.7 Y Y I \ \ t I 8 . B ~ PICOT YP I i EJ _ _ _ / 1a / II; owusPouT i� 1 I I I I � �-I-_450-91 J - - - - - - - / l V _ - \ - - / \ `+ 46��4\ \ \ \ \ \ \ + / / X/477.03 6RICK i i I I 6 / _ _ _ - _ _ _ - _ - �_ 66,51 \ \ \ \ \ \ \ •� - I / \ BLOCK 48 GRAVEL 6' ROOF DRAIN I I i I PRIM " PRIV/ITE / / - - - ` - - - _ - i - -. - � \ - -- � 46�. p8- - - . \ P WALL L` ' 8 �' EAATSEEI�NPT - -- - - - _ \ - _ f - - 5.3 ` _ \ . .\ \ r LAY \ _j Q S ,, S i I / _ -- _ \ - - - - - - - - - - _ �9 � \ \ \ 473.93 + i AREA o I c� 1 Z / - - 1 i461.31� -' ' - - - - // 1, - _ - - - - _ - Olt? - `�� `� `�F �iZ.4� �Zzi 42 I 476.41 CHAIN L N14 FE n ) Now Tefms Ferro I II I \ +• 48 .67 / - - - i/ G 470-00 - 0.69 - - - + 47�0.72 - ` _� = _ _ T � _ _ 12" WW � WM J + i _ _ 1 a1 ee �. I !32.� 492.60 III l \ / - - - _ - - - - - _ - - - ,/ - -_ Z- - �' � -� ` 14 WW 476. 44 W ` I _ I m / - - --- - - - - -/ 0 V - - - � _� _ -�_` - - ^� - � - 475.24 I 47 4�t I \ - - - ATER - ' - / / - - - - -- ` ` - 1 c_ _ 4 4? O O \ � 82. w _ _ \ 4 f I J G/ \ 492.67 �ifL l r - + QSJ. - - - EOuE r - - - - - - - OLp - - + \ / - - - - - - - - _ 4 "Pk _ \ 5 VW I Z 1 . 15 - --- _ 482 -49n P 48 I / m ✓ Revised Layout Tennis Court •I _ . - - - 4;i4.54 470. 92 / / - - - - - - - I - - - - - - - �04P - - - 47 , Q\475.89 \ - - 71- \ 472 0.7 _ \ \ _ - -- - - - + \ n SMH �N A65. 7 _ _ _ _ S 1"2 - I �55T2-� \\ ` = - \ - 476. 37 J v T 40^1- 28 1 I i - - -- - - - - - - A63•' v 0)r - - - - - - - - - - / S - N +477.04 \ GRAVEL DRIVE 59 -- - - - - - - / pUT - - = \\ _ - i - \ N 479.56 \ \ - - - - - - - - - - - - - / INV i r ATE 4� 3i _ - - - - - - - --WG2-`2i�4 -- - - - - -- - - �\�3N-466. \` \ + 470.I \ i 4 7.t3B 1 V N 7.86 � I I I i K13' TSR X X I I - - - u 1 + 470. 46P 73. 6 + 74.37 { - r - 475.39 ` _ _ =• \ J 47q • + i S I J 1 - - - - - -yL0 S +' \ "` TOP'-PfflIPE S02 69. 9A i - - - - - - + 470.34 + 470.34 / /\ GV - 0 \ \ ... \\�\\ 1 "W 13&.0g48G.6! I v OUT EXISTING -- - - - - - _ F69.T3' S _ �477- - _ \ I J TENNIS - / 5LY - - - 4Z4.9% lE.32' MH [D " 70.21 mil` MF� - 1 � _ TOP \ ( i COURTS _ G I • -r 471 .0 / / '20'1!'M B6. AL TOP - - NV 0 Pam\ T P - - - - - 469. 19 _'.+ ' 0 + 470. 41 "k 1 n r I ( . 473.42 i = = �' �7[Lg4- �_ __ -- \ ~�._" z_4; C2P J9yC i2 i\' < \ \ I X I b ==-- PARCEL x Dt) o / - - - IF m % It€ `"r-�173.75 iIiJV T- ylI �c ] I I -- - _ - r _ - - _n Cr / , - - - rn i I + 47�_8 - y ' i 473�54= ` Z-_ YLI J - - E�t(� 4 �1 ` \1 N�� \ �n I I \ 1 I ( I I M/AP \ ,\ t \ 48 \ d0\'" MAPk , � '1� "/ // / \ / It / \ WV I2. J' \ 1 492.45 LU 0)1 \ \\ \ J II \ \ � . 11 \ \\ \ )J I I \ \ n --'•+--_ 475.g3 - - - =" . 78�4-' -�i-,4i 1 \ 2� \ , I I \ 92.65 11 492.61 4192. 1 J } I \ I to N I ` - _ _ - -- :-- _ - - - \ \ \ III O + 489.62 + 489.85 48 1 ) \ l - " > 0. 13 TRANS 5$7 `� • 19-� '778. 9B 6�"' .-r -- IN / `�U\ _' IGRATE 31.47' I N87 ` ' 19'W p8V -.. - _ - 47�.67\ n ra TOP I 10.01 ` I i -F. 4Ha. 22 - ; a \ i I D� + 469.89 TOP \ 469.33 / \ v - 469.79 �,v TMP 61%2-P-] _0 l*20 41 - \� \ \ \/ �\ III 488.7 + ,` TMP 6]X2-0-6 i Z D.B. 946 P. 284 ( _' 46B.76 I I MARK AND HOWARD H. DONAL I S02 I!" \ C -, ` ` 480,51� TOP V INIA63• / Q1' 4S C D.B.AMY L]A]OERPAT]67 i IK - 6.S P BIF o• \ 7 -7 / I ` 9 �. I i \ \ \ \ \\\\1 \ \ \ I 1111 I DEBRI X LOT II - - \ \\ + 483.6� 1 , � / ' J J P LOT 6 I BLOCK P BLOCK P i I \ \ \ \ \ \ \ \ ►✓ ?? BLOCK O I 1 \ +I 47p .bO J / // v / I ( I C AREA COi MON AREA I ( \ \ \ 7 \ \ \ I i I 1 I I I / / / /) `Como RATE o I TMP 6]X2-R-1 i BR \ ] 1 TOP . DAVID A. HUBBARD JR I COIMION AREA I I LOT 6 I COMMON AREA I \ I \ \\ \ \ \ I i I I I i 1 11i ( I 1 467,67 1 D.B. 807 P. 76 , BLOCK 0 I I LOT_2 -- -- I,]\ I I I I I I , , I I .i i I I w WV 492.46 I i '90.17 m \ \ J v I I I�_ \ 489.63 �8 \� RIP -RAP i I \ \ 0 , $-489182_ i J 48J.'/' J + 491.18 I /( I , ----- I COMM AREA \ I I J I I I I l l I I� I I . \ 492,58 492.09 / / / i0" VC\ /\ ( I I .i I l i i ,� I I I I . / Be.4� I \ 492.52 / �/ / LOT ! 11 I i I •1 I a I i o 1 I I q- P � X We.. Tar us Fence FX(X) t SEASONS OF X X - �'� ! I I ®wv X / . ~ `- JA9°/ / / / / BLOCKR I I -_ I ii iIIiy I. ) I X / LEGEND: \ I I I m I i I -- COrelthl AREA i I ( AC = AIR ONDITIDNER _ - I89 0.8. NIA,217 LLC / i \ I i i I t i l I I i I I I I -I 489. 4 o.e. 2l75 P..oT. ,os J I, -1 / -� - /// Bc =BOTTOM DF cuRB ( i i I ) I 1 I I i I I 4 i + O.B. 1516 P. 234 PLAT I ( 492.97 / . ,- � � i / Z / / / / � I I i I '1 BW - BOTTOM OF WALL CEO = CEC�AR • v I ( � 1 fj I\ II I 4� p v T S II +I\ \\M I 4 iB2•� 14 I I I I CPP = CHHOEEREGATED PLASTIC PIPE �+ I I \ \ \ ] \ X I EDUTED METAL PIPE I I \ 1 1 r" 11 I I i ( COP- CLE I i I i I I\\\ i\\ i• I I I I DS - DOW POUTT \ III I( I \ I I I I EM = ELE TRDIC METER I I \ i \ \ \ I I III ® \ / I I \ I I IF EVG - EV GREEN I FO=-FINOISH FLOOR - i I \\\\\\ i l i I I I I III GL - GR D LIGHT 11 I \\ \\\ 1 1 a7j J/ i I GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. E5I The. Plan approving authority must be notified one week prior to the pre - construction conference. one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 11 ES-4: A copy of the approved erosion and sediment control plan shall be, maintained on the site at all. times. ES-5: Priorto to commencing land disturbing activities in areas other than indicated on these plans (inc'luding, but not limited to, off -site borrov. or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7: All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and du:"ing site development until final stabilization is ocbieved. ES-6: During dewotering operations, _water will be pumped into on approved filtering device. . ES-9: The contractor shall inspect all erosion control measures periodically and after ,each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. No off -site borrow or waste areas, will be required for this plan. Revised Layout Tem,s Court • v �`` THE 4A \ PARr_EL A-\ / X g . 31 .58 1 1. J x X Z iiI NE I> III 1 J / / -, //, / / / / // / / � / -%/ I / // / / / / / / / / / / / 495 . 39 / / / 469 73 / \ / // / /'n / / / / / / ( l / -// / �,/ ,/ / / / / / /+ 494.04 / S / \ / ,�i� / / / /,/ / 101 1�. 5/ WOOOL NE / / /y` / / / / �IF 1 \ / ///// / / / // /// / / / ��+fi 13 A /. / i X II 49 -24 //// / / / // /.// / / / / / ./ A / i //// / // / // /// / 1 / a / ; J \5t Z9.44 X 4 ,7-T //f /�% /////// / / / / j I- . / r. I / / / // / / / / ii?�______ I .l c 480.05T ] / // / / / / I , X 9 / / // / // o / / 1 6O'C X - ---Tines- Face 4+ $8-- - - - - X = _ - - �Q 9 • / / /// O / / / / a ' 0 40 80 1z0 - - - 41-� tiA - - -_ - .� - _ - - /;A / . H / \ - _ - - - �// / // IF �OfLP � IN- - - - _ _ - - _ - -- -/ // //// C, \ - /i //i/ SMH INV IN 468.49 83 3 = _ _ - _ _ - - - TOP I- 486.8] - - - -11 - - - - - // \ S 12 SS- 492.16 - - l - / 1�495.1 V-5 S / 1-1 / / ,� : / y t MOOOLAKE DRIVE INV OUT 8 �Ns 1 VIP, \ TOP BIF St \ LO 7 495.68 . 83 + /i / Rov,sed Layout Toms Courts 1 \ / / / / / / / / / i I I - - - - / ,-1 ,- / / / /48% 77/ / � / / I / / //, / / i / // / / / 1�� 493. 36+/ / / / ./ 1 j / j / / ,- / /.1 \ \ °$., / / / / /G?�i ° / / / + A9 - - O / / /- -/ / AP'/ / // 49/4.8 TV I I I I / / ' � / / Z/ // / / // / PED X X X I I I I 493.46 / / / ,/ / // / / / / // / / �ZNjS HL -HL Y - 149350 / // / //•. / / / / /// / �p00 GG}F{{ - - - I \ \ i I I J t I I J / I 4,. X �IobD )I J / / / / // • / / / / / / Z // � / / MAP-LMARLEP. , I I \ I 1 l I Jai f '° i I - / / / / / / RCP REINFORCED CONCRETE PIPE I 1 1 \ \ 2b8 I e CJU INV IN X i / A // / / / / / / S r SIGN ( r 488 9 / / 0° / / / / / / SC - SCUPPER - _ - ,V \ \ \\\\\- i I I I + I SMH=-SANITAAYSSEWERLIANHOLE ____ - T \ \ \\\\\\\ I ] \ \ 4 9.5 SYC -SYCAMORE - \ \ \ \ m i I it TC.- TOP OF CURB \ \ \\\a 1 TW - TOP OF WALL \ \ \ \ 1 UGT -UNDERGROUND TELEPHONE LINE / \ \\\\ I\11 i< WL -WATER LINE / i I WM =WATER METER i \ * ,�&� WP -WHITE PINE / I \ \\ \ \ \, \ I I GRAPHIC SCALE 1 " =40 ' wV - WATER VALVE - -------- _-_, _ 1 +4B2.18 - SPOT ELEVATION / I \• \� \ \A,P pip fGa ACAC Erosion/Sediment Control Narrative December 23, 2003 PROJECT DESCRIPTION The project consists of construction of a new field house and reworking the Parking. This willl require the disturbance of less than 2.5 acres (including re -stripping tennis courts). EXISTING SITE CONDITIONS. The site is already developed. It will be modified. ADJACENT PROPERTY - . The site is surrounded by the Four Seasons PUD, including two stormwater ponds owned by the County. OFFSiTE. AREAS No off -site areas. will be, disturbed. Earthwork balances on site. SOILS . undorthents, loamy CRITICAL EROSION AREAS There are no critical erosion areas. EROSION AND SEDIMENT CONTROL MEASURES I , Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook (VESCH). STRUCTURAL PRACTICES 1. Construction Entrance- 3.02 A temporary construction entrance will be provided upon field determmotion by the County and the Contractor. . 2. Silt Fence- 3.05 A temporary sediment barrier consisting of a synthetic filter fabric stretched across and attached to supporting pposts and entrenched. . 3. Outlet Protection - 3.16 . Rippra chonnei and/or stilling basins below Storm droin outlets. VEGCTATIVE PRACTICES 1. Temporary Seeding - 3.31 . Establishment of temporary vegetative cover on disturbed areas by seeding with appropriate rapidly growing plants .on sites that will not be brought to final grade for periods of 3V Revised Layout Tonms Court • � - 489.59 489.73 469 69 days to one year. German Millet at 60 ib./ac., Weeping Lovegross at 3 lb./ac., Korean Lespedeza at 20 Ib./ac. MAIN I C-NANUC- In eneral, all erosion and sediment control measures will be, checked daily and after each g MS- 17 Vehicle Access Where be Temporary seedingshall be fertilized. Fertilizer shall be applied at a rate of GOO significant rainfall. The following items will be checked in particular: 1) Should sediment basins and/or silt traps be required, they will be cleaned and maintained, construction vehicle access routes intersect paved public roads, provisions shall made to minimize the transport. of sediment by (vehicular) tracking onto the paved surface. Ibs/acre of 10-20-10 accordingto the handbook. The builder may save considerable funds b y y having the soil tested by VA TECH -(kits are available at the extension office and the test according to the Virginia Erosion 9 Sedimeint Control Handbook. g g 2) All gravel outlets will be checked regularly for sediment buildup that will prevent Where sediment is transported onto a public road surface. the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads .by shoveling or costs $7.00). _ 2. Mulch - 3.35 drainage. if the gravel is clogged by sediment, it shall be removed and cleaned or sweeping and transported to a sediment control disposal area. Street washing shall be Organic mulch shall be, used to conjunction with seeding operations and shall be, applied at re laced. P1. 3) All .silt fence barriers will be checked regularly undermining or deterioration of the allowed only after sediment is removed In this manner. This provt..ion shall apply to tndtvtdual Subdivision lots as wail as to larger land disturbing activities. the rate of 2 tons/acre. 3. Dust Control- 3.39 -for fabric and re aired as required. Sediment shall be removed when the level of sediment P q MS-18 Disposition of Temporary Measures Dust control Measures shall be utilized throughout this site when necessary. Typical deposition reaches half way to the top of the barrier. 4) All seeded areas will be checked regularly to see that a good Stand is maintained. Areas All temporary erosion and sediment control measures shall be removed within 30 days after p y y temporary r final site stabilization or afterthe tempo a y measures are no lon(ler needed, unless -sediment temporary measures include but are not, limited to, irrigation, tam racy see�:ling barriers. r II i to h r'v ntt n of harmful airborne su6stances a<: well the effects These measures will aid the p„ e o e e acts should be, fertilized and reseeded as needed. MS-1 Stabilization of Denuded Areas and Soil Stock Lies p otherwise authorized by the local program administrator. Trapped and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently of wind erosion. MANAGEMENT STRATEGIES - Permanent or temporary soil stabilization must be applied. to denuded areas within seven days stabilized to prevent further erosion osion and sedimentation. 1. Construction should be sequenced so that grading operations can begin rind end as quickly after final grade is reached on any portion of. the Site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade, but will as possible. 2. Sediment trapping meosures shall be installed as a first step in grading and shall be remain dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be seeded and mulched immediately following installation. 3. The fob superintendent shall be responsible for the installation and maintenance of all applied to areas that are to be left dormoint for more than one year. Soil stabilization refers to measure which rotect soil from the erosive forces of raindrop ip p erosion and sediment control Practices. import act and flowing water. A livable ractiices include vegetative establishment, mulching, P Applicable p and the early application of gravel base. onl areas to be paved. Soil stabilization measures . 4. Temporary seeding or other stabilization will follow immediately after grading, 5. Areas which are not to be disturbed will be clearly marked by flags, signs, etc. should. be selected to be appropriate for tihe time of year, site Conditions and estimated 6. After achteving adequate stabilization, the temporary E9S controls will he cleaned out duration of use. MS-4 Timing and stabilization of Sediment: Trapping Measures . and converted to permanent stormwater management basins. PERMANENT STABILIZATION - Sediment basins and traps, perimeter dikes-1, sediment barriers and other measures intended to All areas disturbed b construction will be stabilized with permanent seeding ,immediately . y Tall Fescue trap sediment sholl, be constructed as a firrst step m any land.- disturbing activity and shall be made functional before up -slope land disturbance takes lace. P P P . 1. following finish grading. Seeding will be done with. Kentucky 31 according to Std. Spec. 3.32 of The Virginia Erosion Sediment Control Handbook. 5-20-10 fertilizer MS- 5 Stabilization Measures . shalt be applied at the rate of 1000 lb/oc and lime at 2 tons/oc. Permanently seeded areas Stabilization measures shall be a lied to earthen structures such as dams, dikes and pp . shall be, protected during estoblishment with straw mulch (2 tons/oc). diversions immediately after installation. STORMWATER MANAGEMENT . - The county's stormwater pond will receive the runoff from the entire site. . SEASONS .A, H OF Ir �� ��� _O e_. O� k-A C � '7 W. THOMAS MUNCASTEH.. JR. C-) CERT . N0 . 16242 Wi ,_A �� �� P -FESS - , SLl F_ Q Q C) Q Q I 'D I \ I ,0 I .-) I 0 43 i~ IT Q \ N q) C E i~ O Z V � \ Q Ill, Q U) U _\ \ CY Z Q NI MIITIV) 6 Q_ 0 L -L_) C 0 MR ,r_1 Q . CD Cn C 4 O 4 C 0 CC CD a r-1 qC _0 Q O .9O U Q (- n � DRAWING K. $'/G SHE T OF A U11 r 19 Suite 400 Denver, Colorado 80202 0 .. 294-9244. Tel 303.294.9440 Fax WWW.OLC,! 1:4. 0 CD o o �- m 'W N m IM !� +® � cq - E "E E 0 Q 0 0 E A � ' Ate. s w •w ■ .� . V cc 0 m V 0 V 0 C Choof C CL I"L iw■ 3� iww � � ar �> wow .roan■ �l�w, enna i LL 1 2 3 11w;00", X WATERLINE- I - E M E N T LOT I I I LOT 2 BLOCK "BIB" FOUR SEASONS 6 !7 LOT 4 o o ` o ' LOT 3 o o o % % 9 110 RSYTHIA 24- 3(o LOT 12 A p eff r r r j >a ej- cb bi N Y.TH* % I I I 10 1 1.1 1 1 I 1. IN. 11 2 FLOWERICHERRY24 f . f 2 PVC PIPE LOTIt ,, t ,. �e - Aou v I QA a 'T%irT* fmVV A6 1VV e "o, J GROUND r 41- 14 8 .50 % % 57 % % (A NV 482.81 ---------- 4 % 0) 1- --- --- --- t - I '1011 483,- 1 % % 411" LP Ex Ep T IN N% 4 % 48* N N 1(o i 1% 61, A % %% IN I �NV LOW ING \J IRJ Q­ 03 IN 48 A Y 2 V, e ,A A f CAL V % % 0 % 1111 1. I % V-V' % - " % I To % 10 BLOCK "CC" •5 AMERICAN ------ tAtA . F I j of TEL cv, f -m 10 SOUTHERN WAX MYRTLE ---------- L"i o ell PED 41 to \\J 49 WOL 0 % roll x 0 VARirzATEC) Il 90 % c IN J. X -------- of ---------- E E ------- ­A90 -e-. f --------------- CG-6Nr I CA % -I - :h--- I SIT - I % ­ --- I I % I . . I VI ONE MULG .01 LOT 10 2 fRKL 6,1 BP % 64 rER CONC. 493 4 0 2 ------ TOP I STONE ------- 48�. 94 -------------------- &,,-F0FZ5YT141A 495. 4-ii r.., 489 f I 49 --- ------- --------------------- --- - 485.27 FLOWERING ;Jill C, CHERRY 2 pv -.AND-, + PHALT I OT VARIGA, TED LIRIOFE G m I)p CAL lu ?E-Lp Xa VARIGATEC> % IL IR10f=>E A % 10 "CLEAVLANID SELECT L I f;�JOFE x .485.39 VARIGAT m Adl& milli % SEAR 2- CAL r .9 IN 4.5 -------------------- N % 'o H - % "I IN IN !'85. 77 0 IN IN 1 4 GREEN, TMP 61XI-CC--g %N N IN N + '1-1% z ------ LUSTER HOLLY/ 1% IN OD 483.76 ------- 'I 1 0 WARD S. GWATHMEY I% NI% NN 484. 33 1 "1 BRICK D N % %, I . .. -1 ESTATE % I NV FVLO HOJSt 487..26 10 gu --ni=l­ 13413. 739 P. 260 % WA L EtIlTRANCE% W la"-24n ALBEM��TRLY SiAhilf J-NG- CANC)PY 44-- I 3E AVEM :NT 490-. 1 B. c N. ------------ sl ;;--I I I 'I. s % 488 A ED� OF P %s, 2 + '75 - ----------- 6OUTHERN WAX MYRTLE VIRG's IRA 486.E �: ------ -g! E LOT 9 -------- 4 Pv -PjQL ------------ ----------------- ------------------ -BLOCK. "CC" gil GRASS- -------------- -------- P1 ----------- E cdiiu�ffft� T --------- ------------------------ --- -------- - A--% TO AN 0 A -------- ------Too' 4 ErUN19 13' -------------------- TEL 3.6 IN 0 CONC. OEBRIS is A9"5 r Lo Mal MIL I"N t­' 4�, 2 FOSTERHOLL♦ CONt. IN I I % I I I i -4� 1. 0 c I -413 MAPJ I :)f" 25' 16 E p FVS�D P 61X2 :OUT 25.8 ♦11 N V, Z, IN 159. 29 :92 s M ICEL C m 10 " ISEREI - - -------- 5 1 fp T11I 261 pRo AV' AND IF, 'GH - 4" 403.33 lof4,FILLDHOUSFM- I RIVER%%, 4-11 �- L& ri % �7 R %% lost #It % ---------------- -----24 POF e bt x 0-11/ C DBL ------------- 19 6 -3 5-- - - - - GYOP 488. 79 3.82 0 "E ---------------------- io CONCRETE 486 . 7, wf'$ 2 25\143"E TENNI -RET. WALL FNV IN 4B8. 18 ,------------------------- ---------------- ENT, CIE (tbr) ... . ... NEW FIELD HOU5E 475.05', FF 48>6.0 AS() ------- It CONC. SN POP: 55 4 1 0 CHAIN LINKFENCEs 14 .9.15 54 to It ---- TEL 1 475.05 PE4)L It INVALVE I kR INN s - ------- - - % ?o POP 9. "Ll w 14 0 Ill 488.96 )5 IN. fa EX ASPHALT BASKETBALL C COAsr T1 -ETIC fo rr 0 WV D COURT (tbr) '1 0 / f VIR33I14L P. 2'34 :LAT 10 6OUTHEIRN WAX MYRTLE u e' '4 7.1. 36 r 8'3 NI`-. It' e- er lit .1 It 1 41 GRAVEL v4uuu L;j Lj Cl E] U U it J! - ---------- � 1,_ %�') 11 AC PAD AC DECK II ­AC I S co r. t 15 .141 Mv SELTY CONC. J S0'1;GOT '-GRAVEL PRIMA$Y PRIVATE 477.03 BRICK t IEW GRA\wJ PEMMAN PAT14 BLOCK WATERPtt UMP WALL "IbW EASEME�4T • 1121 PLAY ------ ----- + AREA H ;e % % % % -_It X I I I . - - -- 111. . lc�l ------------ % 476AI t X-x -X-X-X )s % W TEMNNI$ E t lu CHAIN 0 1w--F4NG-E 11 . .-66 12" WW • % ------------ --- y.--- - I 4--AP 14" WW 476.44 + 1 1, - . ­ 2•)6 6 REV N, *E0 LAYOUT TENNIS COURT I 475.24 % 0 r ----------- % % 5 Z 4 % - - - W r lqua . -21 1 1 1 &- 4 t A -------- T ---------- 77 - ------ ------ 14 TO t A tt --------- *---,!,l477.04., 1% '-4 ,48 1. 28 -" ", . I P GRAVEL DRIVE 4 + N �Dt ww-,,475. 89In 56479,4�11't It' + • x ----------- is ; I I - 1 , I N 1. 4 c I ♦ Ns 1 41' ".AQ - J"! 467 Sq I 4 4 1 kv e...... ..... 1010 J, oo lz��i 08 t --------------------- I k t m tttTO 00,^ " , I `�, - . 11-­. ­..� , i I ; T ­471♦ ...... . ..... ....... z 4-, iii-1. r c-- if IJ -­04, 1 MY RTL. E ss T T, I pt ---1N­v- OUT 46-9. 4 ENNIS 'Q -2 ---- I- SMH z A OOURTS 4 I -! I ----------- rift", W-7 N T 6P Ovr I% .... ­'INV 48511. 7 OP ------------ 94 ;--"w z- .:--,..,2.ARCEL X 4 A Z. x % &-4-0-& ----------►�?� _� :��_; �'"^r _'� _ --- ------------ A/ "o e- % % ­'--4-7 ----------- ---- ------- 475. Via_ ==%==I 1 4 f k I ----------- ------ ----------------------- % % I 3s. is -------------- ------ + s , - o4av El 1. 1 WV t. % J ------ IREVISED LAYOUT TENNIS COURT m 126. 08' : --------------- - - - ------- '41" TOR,-,, S02 20 488.70 mmm.mm mom= manummmmm FULL OF x '10 x e DEBRIS I . I A t9i.97 • rr.OMMON.,; E 51ZE NTITY.CANOFY AREA I I t :1 lit % OUA E30TANICAL NAME t j to J. LOT 2 -RAP L-u I It t RIP -IMP, I "OMMON AREA BLOCK M J. 'Jilill t % ZELKOVA SERRATA ZELKOVA % CD % ,. I ( - ' f, t ; N CA 1-31 1 d, I I' I 'VILLAGE GREEN. 'VILLAGE GREEN" 2.E> L. t t f I PARCEL A-2.11 I 1� p L I I (n .33 'CLEAVLAND SELECT co 489.52 1 f t,t t I I f I I PYRUS CALLERYANA 1 11 1 1 uj co A 4 POP 10 x PEAR CAL. 302 CLEAVLAND SELECT w U) L -- - - - - - - - - - - If Ill 1, .56 I t io - vcpt It Ln PRUNU5 6ERRULATA m x 'KWANZAN% K.WANZAN' CHERRY 2' CAL. .:. t e If 0-f et ee IN f F LINK FENCE -POP I ee "Of X-X-+ -X X-X X-X-x It 11 b 1 1, 1 1 1 1 R. It i I jjjj I - #91-50 101-121, 1 1 1 NEW.TENN1$ fENCE WV I I - WV 0 e CID 490. e 0; , i I 5ETULA NIGRA RIVER 5IRCH S,%., 4 PP i1i y 0, C> . , * MULTI STEM 1 315.1 INV 489. 54 --1 If t + nVISED LAYOUT TENNIS COURT 3 e -4- L- ALI t: mzI Mm I I I A 4"V PP I INDICA AE CRPMYRTL I I, t I A %I I I UTO $ X CU55-CPAR15 PSOY 00 L I if LEYLANDII LEYLAND CYPRESS IS 23 �A1 ; i ! i `1 ►, jt !, ► i 1 � ; ; t ; i, ;. t 1 t t SOUTHERN WAX J, A MYRICIA CERIFICA MYRTLE 31-41 44 % f. WV FORSYTHIA X "I It I if ts .1 INTERMEDIA FORSYTHIA 3 la, 20 x % ell 6 110 ---------- 'A I x '10 erJr e e ,-Jr 'e 0 1� eo .1 rr ----------------- Ifte eo ee '0 ee 'If. e e 1'e 0.0o.. "o 0, TV. 'e., 00rJ subm" tw*1 Awpm/ Daft of e - 10- PED "o 10 . .. ,4" =w"mus ou p"im usws) e .a ZELIK e e lo ee e fer Am e e I oe e o" ..eee ee., .."If of ell e /0 e o . I .. 0- � , ee ee 0 � , . . 40P o- fe e e ee I If 'A e It . ".. .1 - le. scale_ -N LUSTER 4 PP 'It 11 IIEX CRENATA e e % -24H t I I. I INV IN x % IPR 'GREEN LUSTER' 44OLLY la's 24 It 10, e oe de 4 1 0 If 1 0 - 0 JRT 0 - �s "I. If WASEP LAYOUT TENNIS CO 10 .1 1 • G LIRIOFE MU6CARI aVARIEGATA* VARIGATED LILY TURF 2.25N POT '300 A JJ r 0 + ............ 7 t % kt% EX ALENUATA I IE a F OSTER FOSTE -R 14OLLY 4-51 0 12. 44 %o 1 Jill, `JJ Is • % IIEX OPACA AMERICAN HOLLY 4: 5' 5 5ro "'o % I I x If I % % 41 % e % % % TOTAL. CANOPY AREA % .0. Ir or IN\ PIPE 0- ------------- t I FOUR SEASON OF V1HbINIA, L I D 7 B. 215 407, 409 --23A-RLAI-A-.-- D.B. 1024 83 e e to 'e I T ee e e I I` , . I . .1 . et e fee 0'r f 10 .,e 11 X, - e- I I f e If . e .0 If g 11 1 11 41 le " "I st %% fe e 1, 'o It e 1 1- N # u ee e 1 41 e J 11,131 F &v'd by. oe JI fe e "110 e II "o, 4/0 00 e #e '10 el e.", e elf # "o fee .01 e le e 0 e 'o "I 40 Al IN o .4 - ----- - e 4, 7 . ......... ............... lo Pmwing nue. 0 ♦ '10 '010 f -OF CHAIN LINK ki CE p 489.45 FORMER LOCATION 0 e 4 41 e INV 0 4 It T 11 01 .10 0, -`JJ NEW TEM o e 480. 0 N-� 0 J.- x x x x x x "o I . .-,. A - - - - - - IF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - e 01 win 57' - - - - - - - - - - - - - - - - - - - - - 4fe /e LANDSCAPE SITEPLAN Z 110, e 011 .1 �Io -------------- ------ ------------------------ ---------- -------- If 1Z ...... 1­7& ---------- - ------- 10 ------------ IF swed 1: ee "Ji --------------- e 502.20 .485 m"'ASTER PL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 DSCAP 1 it 1.011 L 001 20 • e ...... .... .. Am Luminalre ._Symbol_ Schedule Qty Label 4 MIMDFTFLT400MHQV Arrangement (Lumens LLF I SINGLE 36000 11,000 Description 400 W MH FORWARD THROW 5 MIMDFTFLT175MHQV SINGLE 13500 1.000 175 W MH FORWARD THROW 0111- 13 3 �MIMDFTFLT175MHQV4 4 @ 90 DEGREES 13500 1.000 175 W MH FORWARD THROW 4 MIMDWPK175MHQV SINGLE 12000 1.000 175 W MH Wallpack ?�?- P:12EIFT Ills fx p 6 t f I t L PaF, Ai, a C: p W 'rZ 4 Li v, 1, ;6v ell, V U-� a. I js V. OLT- 41" 4 4'.,j "1 _4 t.s aJ 3 ID If 17 'i I -'AI'v �, e0 , IX �41 o N, 0 SITE PLAN 2 J-01f X ��. Yr A Coe Z 74 oi �Yl c eg F uminalre Location 7---- St eqNo La.bel x y 8 z 0 � �� X 0 4 MIMDFTFLT175MHQV4Summary 9318 0 0-5-1131 71122�"55 6 Mi,..,DFTFLT175MHQV4 r9375.83 -1098.0412 0 'i 9 MIMDFTFLT175MHQV 9373.81;4-1002.1512 270,��, 10. MIMDFTFLT175MHQV 9326.427 1027 . Sb12 370 92 11 MIMDFTFLT175MHQV #1 41 9293.1 5-1060 1�212 318 36 6 -0 0 14 MIMDFTFLT175.MHQV'4 9480.1 '_r1163 9712 23.85 0 15 MIMDFTFLT175MHQV 247.8E41126. 812 24.538 0 17 MIMDWPK1 7 5MHQV 9408.S�iCr1175. 912 121 601 0 _ j 18�,MIMDWPK175MHQV 9366.1 9-1195. 112 123 . 67 -'3 0 '19 ',MIMDWPK175MHQV 9319.6 -1215.11-12 110.55 0 20 iMIMDWPK175MHQV j9435.3 1190. 512 19.979 0 24 4--- MIMDFTFLT175MHQV -- -- - 953�186. ----- -9612 119_60.2" 0 26 MIM-D,FTFLT4 O-OMHQV 8 8 -8 3 * 8 -1257 1 51z 62.592 0 �i 28 MIMDFTFLT400MHQV 9089.U41297.2-812 92.608 0 1 29- MIMDFTFLT40OMH Qv 9 0 13 0 1 712 0 30 MIMDFTFLT400MHQV8793 . 8 -1188 212 45.884�90 0 e �z GRAVEL t�.a+ara i r r01 r- 2 OVERALL SITE MASTER PLAN 1" = 30'-0" MIXON, LAURENCE M.OR TRACY M. TMP 61 X.1 CC -II ZONED PUD USE RESIDENTIAL VICINITY MAP NT6 Nci ■v w � w �vv v %e v� Su to 400 Denver, Colorado 80202 303.294.9244 Tel 303.294.9440 Fax WWW.OLCDESI-iNS.COM ACAC Adventure � Central ALBEMARLE Col -INTY VIRGNK PROPOSED FIELDHOUSE :/f lee,/ ADDITION d A gigs co 9 E 0 19 �Ccct>inw LEGEND FENCE -*-LP - LAMP POST -AC = AIR CONDITIONER Subrnittml Title/ Purpose/.Date of issue B. C= BOTTOM OF CURB ELECTRIC (rVet°sedes ati pmevkus isaues) BW = BOTTOM OF WALL CPP = CORREGATED PLASTIC PIPE D i = DROP INLET. SANITARY CMP CORREGATED METAL PIPE Seale: CO = CLEAN OUT WOODLINE-EXISTING. D.S = DOWNSPOUT '� s V-(r EM.= ELECTRIC METER FF - = FINISH . FLOOR OF CREEK S = SIGN LP � L ! GHT POLE SC SCUPPER _---------------------- EXISTING CONTOUR TO REMAIN August 12, 2003 RCP RE I NFOaCED CONCRETE PIPE Drawn by: SMH SEWER MANHOLE NEW CONTOUR SS. _ SANITARY SEWER LINE TC = TOP OF CURB TW = TOP OF WALL- RWd by. .—---------- _----------------------------- �___. EXISTING CONTOUR TO BE REMOVED UGT = UNDERGROUND TELEPHONE LINE WL WATERLINE Xx'rxy WM WATER METER `? xU- CRITICAL SLOPE AREA WV = WATER VALVE P'rar'ect: +482.18.=SPOT ELEVATION .... /... '.... ... . 030379 01.. f Drm*w Tine: j - EXIST.. BLDGS THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN €N AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS UTILITY MAPS,, AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCAT I ON !MASTER PLAN Y Off OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ,�-- HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND. ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE Sheer: TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDER. - GROUND -UTILITIES. SHEET 5-of 8 z 7 pell� 9 10 12 3 0 PAM Val C ' RP (0) 4$ .64 rM,86 /• EXIST/ L a Safe- way Electric 514 Brookway Drive ChadotteavIA VA 22901 , FOUR 61 SEA N 1 0 -1 ATIO HOU ASSOC TM Tel 434. 293 9747 \ ZONED \ USE DENTIAL V\ �� p ❑DRIDGE, THOMAS S, JR. OR KATHLEEN C. 0.0 \ P 61 X 1 CC-12 \ Z NED PUD urr- r�rc,rnr-wS w, NGUYEN CHAU NGOC OR LINH H 0A 0.o 0 TMP 61 X 1 BB-7 \ �USEERESIDENTIAL 1 \ 0.0 10 ° O 0,0 Wo 0,0 0.0 \ cr \ 0 0A 0.o 0 0.0 0.0 0.0 0,0 \ - t CHAPMAN, ROBERT S TMP 61 X 1 BB-6 0.0 U 0.0 0.0 U 0.0 a0 U 10 USEERESIDENTIAL I t MIX❑N, LAURENCE M; OR TRACY M, \ TMP 61 X 1 CC-11 \ '0 16 0.0 0,0 a al .2 0.,' Da - 1'0 � � ZONED PUD , \ 1 USE RESIDENTIAL \ \ 0.0 0.0 0.0 0a 0.2 0.0 0.6 0.2 0a •� o � \ t ZAK, ROBERT MICH L OR SHERRY LEE 0.o O.o %.o 1 0.1 0.3 0.8 1a 4a %2 0.2 TMP 61 X 1 BB-5 ZONED PUD / USE RESIDENTIAL \ 0.0 0.o 0a 0,4 0b a .2 6.2 0.1 0.5 8 1.7 1.9 4.9 &o \ 0 0.0 0a 0. 0.3 �.1" 9.9 2.4 g20 1.8 16 U ,%I \ /A \ \ .0 0.0 0.1 0.2 0.3 %,8 .6 .4 2.0 0.6 0.3 0.3 - -: `0.2 ° 1 0.0 0.0\... 110 nture. WERNER, LUCILLE // 0A 0.1 0.2 OA ° .4 4.2 1.9 0.6 0.3 r;:'` .2� 0.2 0.2 0:� / 1 OA Q0� \ \ Z.,ZDNEDI PUD BB-4 USE RESIDENTIAL f�/ o -\ \ WALPOLE, JANE R, 0A Oa 0.3 1 .4 2.2 1.4 OS: 3 <. 0.5 0.7 : 0.4 0.2 / 0A 0.0 0.0 \ TMP 61 X 1 CC-10 1<UOEN DENTIAL 0. 1. .8 4.5 1"5 ; : 0.5 ,5 0, j 1.4\ 4c'.7 ,.:�2 7 lb 0.4 0.1 / 0.0 ra r r '.� ;/� o 0 0 .•.'.:::-:,.:.o • •`::. o - .. •.. o o �' � / o o /:./ \ o \,. \ �Q 1 ALBEMARLE COUNTY R28 32 57 0.0 0a .1 0.1 .5 4,4 1.8 a5 0.5 1.0 / 0 6.5 4.3 0.9 0A 0A 0 WANLESS DENNIS R OR RHO A S i \ ' / ' ' INV IN R=50,00' - :.: - �,: :;.....:.:. j MILLS, JOHN G, 478.29 T=12,72' TMP 61 X 1 BB 3 \ �\ \ \ TMP 61 X 1 CC-9 VIRGINIA ZONED PUD ZONED PUD A=24,91'� USE RESIDENTIAL p 0,0 0.1 0.4 0.3 .5 1.1 '1,5 1.7 tl.6 0.7 1.8 / 12. 9 / .6 5 i�'j .2 :.. 0.4 '� .0 0.0 .0 �_ Q .1A C C=24.66 / �, f USE RESIDENTIAL �� N14 75 CB=N67'05'13'E \ \ \\... \ 53' ' 0 0 0.1 0.2 0.6 0.4 0.6 ' 0.9 ` 1. / / 1.7 1.o 6.. / 6 \- 4.... �.4 <: 3s .7 :., 'S:2 0.1 \ ` \ 0.0 "` .0 0.o ub. \ ' • 0,0 &1 0,5 1.5 4.2 ,7 1.4 :1.7 1.7 3,7 4.6 1.0 ---4.-51 / \ i� . 6.6 /:�s 0.7- 1.6 0.0 U2,53 0,0 •�� \ cr3 :•: /. .� o ° PROPOSED -�:, .:-: \ p o -" °-::. '� `o o . o o ° °2.�_` X�.-.:.y--•:----� 2 0.0 0.1 0. 3.9 1 = 8.1 3A ].4 .3' 21 9 3.4 2.3 :::. : `'4.7 ; •b.5 0 2.9 < �.2 `: 0.4 0.2 Oa 0.1 Oa Oa :. 4.3 \ 0.3 0.2 ai \... 0 _ M _.._ :. � , 0,0 0,0 pt OU 1,1E •�`yp2 .. ........... . -ITION 0.0 0a .s FIELDHOUSE .6 6.4 4.3.1 1.7 4. .l ,a-..::1.0 is -\ '\ 0.1:.......,... p e ,o 0.3 0.2 0.2 0.2 0.3 ::: 0. 1\ pP ..: $sue 2 44 • 2 IP C oa N a al oa o.o ao 1100, ;} .,........ 482,62 L�C.y IC r�a� &1 0.z OfeADD � 1� i. :: �.g `,. 3, 1 4A '�S �s �.7 7 0.7 %.6 0,4 0.3 0.2 0.4:: 3a :.. �.�:. \ �,z '�:6 .� �. 0.1 � 1 -� O.o O.o f / ° .� XIS 11 �', 9E .5 U 0. 0.1 O.o OA F. / '� .:. N '::.1.5 ~` �.2:. .e' \-. �C.S lA 0.6 0.6 a7 lA 1.0 0,�- --. 0.4 0.9 3.8: 9 16.7 \ \ 3,4 O: 0.4 0,6 OS 0.2 0.1 O.o O.o �.��' .0 T ��;0.0 0.0 0.1 0.4 \ �, 0.4 \ � Q� 82.8 OA 0 �`�' r, d'�COOKE, J LEE OR LAURIE R \ :: DLL NO S TMP 61 X 2 BB-2 °;0� /; `<� / \ / o ZONED PUD "�' 48 4 482.85 S 0.0 0.0 0.0 %.1 0a ti .3 0.8';. 42.0:.. �2.5.. \ 1. 10 0.8 0.7 0.6 0.8 3 `� 0.8� 0 .i 4.1 l0.3 k.3 0 �.5 1.7 1.7 43A 1 0,5 \ 0. 0.0 OA y r.� USE RESIDENTIAL Y 4 \ OLL E .7 �a 0.5 0.2 0. &0 V 2.4 y9 0.0 0.0 oa 0a 0.1 \ / 0.5 O.e 1.0 U t.7 0.9 la 1.0 0.7.ii 3 / /1.4 !3.4 °0.2 \°24.3 12.9.0 .9 b b \ 2 rI1.% 0.0J :. �.0 0.4 0a 0.0 0.0 A 0 rrcP :...........:....:....:.:. %'� �'/ .98 PORTION OF �� ;. / 0.0 G 0 OA '. \�1/ b.7 > > ;{ ,$ ;<::. 0 7. ` 0.7 1.D ° 0. ° a-199.� %.9 %.3 6.8 \ 43.0 \ 4.5 0.2 + ZQNEDI PUD -4D �` •: ,...:.....:...........:....:.:....:.... "� V� \ .-...:.:,.. ........ ...... ... '' � . /\ \ \ \ / .�C L .1 0.9 2.8 0b Oa 0.0 0.0 0. 0.0 0.0 a USE RESIDENTIAL 20, WATERLINE o ° o o / / \\o EASEMENT 9f, •, F 0.0 .1 \ : 1 ,�0:f 0.2 .5 0.9 1.3 1.0 0.7 9 ,� �.6 / 3 7 3.6 !L3 .8 �1 - .8 %.3 PORTION O Q �` o�- r 3.9 1.3 0.4 0a 0.o 0.o 0.0 0 0 .0 0 .0 0• TMP 61 -X 2 BB-1 7 ZONED PUD 8 5 c'1Og. USE RESIDENTIAL .0 0:i ..:..........:,1 0.2 0.5 1 / �2. :..;:.:::0: ,!:`::.. /-,l 1.0 0.7 0.4 0.3f./�0.4 0.9 / �s /< X 0a %.I 0,] 0a 0a 0.] 0 0.0 0.0 0.0 . r 4 x :.::.::.:::.::.::.._ .::::.:477.44 . ; ,� EXISTING 7 6 • S17 O.o O.o U 10 al Oa 0,� /,, 0.4` \ ...:`:..:......� / : \ 0,4 VOLLEYBALL A}�dhl. 3 1 �. 0.1 1 0.3 0.5 0.6 0,3 0.1 1 .1 .0 0 .0 �� 9 �9. r A 0.0 0.0 W 4.51 IF / /.....: :.•- :..: ::.: •..:...:..: ::_- \ \ loll 2 Q 0.0 0.a 0.o a 0� .r: S18" 33` 23 , � ° .- <:. �: � - `:• : � � :: � ": r.- ���-.. ::.. �-.•: "::,:. •- -' 0.2 Oa / i a 0a 0.1 01 \ \ .� 2 x40 WOOD 4,15 r / �- F AMEN PICNIC 4 2 0, 0.8 �.5 3.4 1.4 0.6 0,3 0.] 0A 0.0 0.0 G.0 0.0 OA 83 20 WATERLINE 0.0 0 0 A 0 0 OA 0.0 0.0 \ / / \ \ / Y / / / / S RUG I URE WITH S N L o EASEMENT R OF - CHANGE F Moo o.o a .0 0.0 0 a1 :; ::::.::::.:..::.. 0a al 0a �$.o / / P EVIOUSL 1 A R V D / 0 0. 0 .0 0.0 0.a� 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.o 0.0 0.0 0 :: ,; <::;:::::. :;::::":::. .: :....... �. 1/ 3/02 r9 (� 1.4 %.0 13 �J � 5 1.0 0.2 0.1 a0 0.0 - :. ::. '::.:: < >.::. :.:•: .':::<:.:. ! / \ -EXIST LEEVE VOLLEYBALL 10 11-11 7.0 ..:. :; <:; .:::;..:::;:<::.: :....... : ....::..:..::: /� /. / %� STANDA DS 477, N 19. %U �.O 0.4 0a 0.0 1W 1i,,.0 0,0 OA a 1 1 Oa 0.1 .1 Oa 0.1 Oa 0 a 0.0 0.0 0.0 &0 0.0 0A 0.0 0.0 O.o 0.0 0.0 0A . ;\ .._. �, \ / ,� \ / TYP OF 4 477 6 .0 :::: "`' :;:<;: >::<. :'.: :.;::::.:: :::; :....:::: / 0.0 0A 0.0 476.93 W E-� F \ 35. 16.7 .9 1.3 0.3 0.1 0.0 0.0 O:0 0.0 0a 0.2 0.2 0.2 0.2 0.3 IQ 0.2 0.1 &0 0.0 0.0 0.0 0.0 0,0 0 .0 0 0 :::' - : '-: / :. �' / \ / ,� / oA a 47 0 478.73 Moloern Electric Corporation ACAC Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description --E] 4 MIMDFTFLT40OMHQV SINGLE 36000 1.000 400 W MH FORWARD THROW --E] 5 MIMDFTFLT175MHQV SINGLE 13500 1.000 175 W MH FORWARD THROW 3 MIMDFTFLT175MHQV4 4 @ 90 DEGREES 13500 1.000 175 W MH FORWARD THROW 0 4 MIMDWPK175MHQV SINGLE 12000 1.000 175 W MH WaUpack Numeric Summary Label CalcType Units Avg Max Min Avg/Min Max/Min site Illuminance Fc 2.18 46.3 0.0 0,00 0.00 --7 ENTRANCE Illuminance Fc 2.03 1 38.2 0.0 0.00 0.00 Luminaire Location Summary ,SegNo Label X Y Z Orient Tilt �MIMDFTFLT175MHQV4 : �31$,865 -1131,71 12 r. 23,85 0, 6 MIMDFTFLT175MHQV4 9375.83 -1098.94 12 23.85 0 9 MIMDFTFLT175MHQV 9373.814 -1002.15 12 270 10 MIMDFTFLT175MHQV 9326,427 -1027.86 12 310,425 0 11 MIMDFTFLT175MHQV 9293.155 -1060.1E 12 318.366 0 14 MIMDFTFLT175MHQV4 9480,183 -1163.47 12 23.85 0 15 MIMDFTFLT175MHQV 19247.884 -1126.68 12 24,538 0 17 MIMDWPK175MHQV 9408.576 -1175.19 12 121,601 0 18 MIMDWPK175MHOV 9366.129 -1195.91 12 123.673 0 19 MIMDWPK175MHOV 9319.64 -1215.11 12 110.554 20 MIMDWPK175MHQV 9435.358 -1190,35 12 19,979 0 24 MIMDFTFLT175MHQV 9536.479 -1186.96 12 119,602 0 26 MIMDFTFLT40OMHQV 8883.83 -1257,15 12 62.59E 0 28 MIMDFTFLT40OMHQV 9089.042 -1297.98 12 92.608 0 29 MIMDFTFLT40OMHQV 9016.964 -1301.37 12 90 0 F30 MIMDFTFLT40OMHOV 8793.88 -1188.7E 112 45.884 0 E INK R AV/UJI/ 0 TING TE NE O o.4 0a 0a 0.0 0.0 ��.o a1 0.2 0.6 1A 0.9 1.0 0.4 0.4 0,8 1.7 1.8 �.o is 0.6 0.2 0.0 0.0 0.0 :- o.o 0 0 $.o :::. ` ::..::_ ,%� / �t \ /\. $ . _ : : : 0 L � M . r FF :...:..:......:.... pR� T 489.8E i // / / ,� \ \ \ \ 1-, �, 9 Z� DNS bRl liy� OF j�C Cp �'c�4,p NG 6 B� 0 �`AA 0.1 0.6 42.4 r 4 ,55 41.8 °6 g32 1.0 0.7 42S' 10.8 4.9 120.2 0.1 10 0.0 0,0 / 4.9 G DR AC BLOC JAR N WA 76.32` s S IT A LOPE I INDJS ED PLEA \ ;,,� / � -� / T Oa 2 7 a 12.3 T.8 1568 4 a .7 2.5 10.4 Z22 4.7 LI 0.2 • Oa 0.0:: / CR :: 484,8 N34 3 26 E :.: ;�- 482.0 j / \ / \ / y / / / F 2 .46 EXISTING WOOD AND OV 477.0 W 484,85 a GRA L S PS o 485. T \ \ j// ¢ 4 .29 11.5• g3A 0.8 0! 47.0 486,28 / 475.20 LP %i / �' / \ \ XIST P HO SE WATER METER RELOC TED RE EXIST ADVENT E CENTRAL B ILDI:N \ \ 474.14 , 48 \ / \�" .j/ ) \ \ �/ \ RO TURNSTILES/GATES G 47 -( \• ,r \ Y 480-00 :...:....:. EXIST, PLA ,:_ :...:. 1 POPLA S7D'37' E ���N PN� S i % , 2 ` �(' / / / / /.�\ .............:.::::: 3 DI 470.87 : 4 . 78,48 DS XIST. -- W DI BW 471.76 TOP BW .:::...:,...::::. 96 0' SETBAC 4 70.22 4 70.31 71.79 TOP EXIST-, S S ..REMO.: r ' ��' �, W EXISTIA90��]OD INV 3 6. H METAL AT �'' $U1 ASPHF�LT 4,38 / / / / / A ).27 470.21 ::::.. .. :..:>.:::.::..:..:.:.. \ / \ \ 70.3 INV DECK"----- 469.4E 4 D 82.3E S /�- 4 ::::: .: <:;;.::�:::. .::...,:.:.::�:-:I-�E:::. TING �2 INING ... / 'C� \ i � / / 469.41 P ::::::...:.; .-•.:.......::.:- 3 AC S / E IST. NEW CONCRETE STEPS :::.> .W L D APIN TO C E BLOCK AND ; t„ d 8 GH 4 ::.<; <-:': FE EXISTING :....:. �� ><:>. :` :: - .5 :; 477.0E . RETE SLATE WALL EXISTIi,6 ANTER ::RE;:..:. ED �:> E 0 CONCRE BW FF SCHOOL / F / ::::::. ENE : ��S �RA A .- 1 SC :1...SC....:::: G GRAVEL 48 470.44 :. BUILDING `��:. 1 SC CO ......::::..........1 SC 470.63 :. K ' SCA \ 470. d LAD PI GRAVEL PAD AC CONC, i / DI H:::.MET XIT„ G DRYBLQU> GARDEN WALL DSI'` FOR 4 AC'S 8 9 u :..:..:... FF -.70, ..::....:...::.......:: 39 ":- WATER SLIDE PER 3 BLOCF83.57 ` 3 AC'S \ BRIS .APPROVE-p AMENDMENT:; rt : WALL TMP 61X2-4D EXIST.FR ME ICK / \ �23/02 ? .0. `:3--,�� . BR :.. ATLANTIC COAST ATHLETIC SHELTER : w: :: :: :: >. 71,1 EXIST, 90 D .:._::. _ s / , \ EXIST G GATES © CLUBS OF VIRGINIA -s �0 ` 477,U3 i / P D.B. 1664 P. 290 PLAT 474 94 SYNTHETIC G.R 75 D.B. 1024 P. 83 . _' ;..:,.:: _..,.: EXISTING LA W.B. 65 P. 559 LEISURE :, / \ AREA _ \ ADULT POOL 2.517 ACRES POOL - PER APPROVED AMENDMENT 1/23/02 _.. DR Tit ::1' BUIL Q s P,ix a :::....:..:::... :::.......:::........:::,:...:.,�......:.::::. :::.,.....:.: G CONCRETE..........:.......:::........::......::::........:....470,34......... Q� ............. 0 �` EDGE OF EXIST ...... -.:�....:.:.:::. 1 �� ........::......... 1 U` u EXISTING DETENTION POND A' SETBACK P OL EQUIPMENT ENCLOSURE P R APPROVED AMENDMENT 3/02 Q ETBACK .s9. ❑/ 27. w Q/ PXI VIDE SCREENING W SYNTHETIC r LAY AREA ' 01 \ r0�� /^ \y/// A � \ • W / / / /-A SIT PHOTOM TRICS 2 R-_ . If1AR 2 3 r a E c�a i E 0 0 t 3 a E� 0 Y •� a a su6mgw t U41 Purp w/ W4 of MW ! au � 1 scale. &te: Drawn by Rev'd by. Pro wt #: Drawing 74&: PHOTOMETRIC SITE PLAN Sheet PM 01 SHEET of �l 5�1�y H