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HomeMy WebLinkAboutSDP201400028 Plan - Approved 2014-05-08GENERAL NOTES 1. OWNER/DEVELOPER: WICKHAM TWO HOLDINGS, LTD. 1730 OWENSFIELD DRIVE CHARLOTTESVILLE, VA 22901 AGENT: VITO CETTA, AIA VITOCETTA @MAC.COM 2. CIVIL ENGINEER: ALAN FRANKLIN, P.E., LLC 427 CRANBERRY LANE CROZET, VA 22932 (434) 531 -5544 CONTACT: ALAN FRANKLIN, P.E. (ALAN @ALANFRANKLINPE.COM) 3. TAX PARCEL #:05600 -00 -00 -06100 4. RELATED APPROVALS: 4.1. ZMA2005 -00018 WICKHAM POND PHASE 2 (CODE OF DEVELOPMENT, APPLICATION PLAN, AND PROFFERS) 4.2. SUB2006 -00362 WICKHAM POND (PHASE II) - PRELIMINARY PLAT (APPROVED 04 -04 -2007) 4.3. SUB2009 -00062 4.4. CRITICAL SLOPES WAIVER (APPROVED 11 -09 -2010) 4.5. VARIATION FROM APPROVED PLAN AND COD (APPROVED 02 -02 -2011) 4.6. SUB2011 -00014 WICKHAM POND SECTION 2 - FINAL (APPROVED 08 -02 -2011) 4.7. SUB2013 -00055 WICKHAM POND - PHASE II - FINAL (APPROVED 01 -08 -2014) 5. DEED REFERENCE: DEED BOOK 4452, PG 257 6. ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) 7. EXISTING /PROPOSED USE: VACANT RESIDENTIAL LOT/ RESIDENTIAL 8. MAGISTERIAL DISTRICT: WHITE HALL DISTRICT 9. CROZET MASTER PLAN ZONE: CT3 10. ENTRANCE CORRIDOR: PARCEL IS NOT LOCATED WITHIN AN ENTRANCE CORRIDOR OVERLAY. 11. SETBACKS: FRONT YARD - 15 FT SIDE YARDS - 7 FT ADJACENT PUBLIC ROADS AND 5 FT ADJACENT RESIDENTIAL LOTS REAR YARD - 15 FT 12. MAXIMUM BUILDING HEIGHT: 3 STORIES, 35 FT 13. TOTAL LOT ACREAGE: 7,602.25 SF (0.175 ACRES) 14. MAXIMUM ALLOWED LOT COVERAGE: 4,561.35 SF (60 %) GROSS BUILDING COVERAGE: 3,471.53 (45.66 %) TOTAL SITE IMPERVIOUS AREA: 3,963.53 (52.14°x/0) 15. DRAINAGE DISTRICT: PARCEL IS LOCATED WITHIN THE LICKINGHOLE CREEK RESERVOIR WATERSHED, AN ALBEMARLE COUNTY WATER PROTECTION AREA. 16. JURISDICTIONAL AREA: PARCEL IS LOCATED IN THE WATER AND SEWER JURISDICTIONAL AR`-.A. 17. SURVEY: TOPOGRAPHY SHOWN HEREON WAS OBTAINED FROM SITE DEVELOPMENT PLANS FOR THE WICKHAM POND PHASE 2 DEVELOPMENT. ORIGINAL BOUNDARY AND GROUND VERIFICATION BY TERRA ENGINEERING AND LAND SOLUTIONS, 2005, REVISED APRIL 2006. AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF PHOTOGRAPHY: 11- 26 -04. DATE OF COMPILATION: 12 -20 -04 DATUM: USGS /ACSA SANITARY MANHOLES 23 AND 26 IN THE HIGHLANDS AT MECHUMS RIVER SUBDIVISION. DESCRIPTION: AZIMUTH MARK DISK SET IN TOP OF CONCRETE MONUMENT 2.3 MILES EAST Of= CROZET ON STATE ROUTE 240,23 FEET SOUTH OF ROAD CENTERLINE NAVD 88, ELEVATION 640.36 (NOT FOUND) PROJECT BENCHMARK NAIL SET IN BASE OF UTILITY POLE AT NORTHEAST CORNER OF TMP 56 -020. 18. FLOOD PLAIN: THIS PARCEL IS NOT WITHIN A FEMA DESIGNATED FLOOD ZONE. 19. OUTDOOR LIGHTING SHALL MEET THE REQUIREMENTS OF ZMA2005 -00018 AND THE APPROVED VARIATION DATED FEBRUARY 2, 2011. 20. CRITICAL SLOPES: THERE CURRENTLY ARE NO CRITICAL SLOPES ON THIS PARCEL. A CRITICAL SLOPES WAIVER WAS APPROVED BY THE PLANNING COMMISSION FOR THE WICKHAM POND PHASE 2 SUBDIVISION PLAT ON NOVEMBER 9, 2010. 21. STORMWATER MANAGEMENT FOR THIS PARCEL IS PROVIDED BY A REGIONAL STORMWATER FACILITY DESIGNED AND CONSTRUCTED AS PART OF THE WICKHAM POND SUBDIVISION, SUB2005 -00018 & WP02010- 00058. A STORMWATER MAINTENANCE AGREEMENT HAS BEEN RECORDED FOR THE STORMWATER FACILITY SERVING THIS PARCEL. 22. TOTAL # OF UNITS - 6 NEW 3 BEDROOM DWELLING UNITS: 6 ATTACHED SINGLE FAMILY TOWNHOUSE UNITS GROSS RESIDENTIAL DENSITY = 6.4 UNITS PER ACRE (FOR ENTIRE WICKHAM POND PHASE II PROJECT) 23. PARKING CALCULATIONS: RESIDENTIAL PARKING REQUIRED: SPACES REQUIRED: 2.5 SPACES PER UNIT 6 UNITS * 2.5 = 15 SPACES REQUIRED RESIDENTIAL PARKING PROVIDED: STREET PARKING PROVIDED: 16 SPACES (WICKHAM WAY) AND 17 SPACES ON DELILA DRIVE FOR A TOTAL OF 33 SPACES. TOTAL PARKING PROVIDED (33 SPACES) EXCEEDS PARKING REQUIRED (15 SPACES), THEREFORE OKAY. 24. SUBDIVISION STREETS: CURB & GUTTER (PUBLIC ROADS) 25. COMMON /RECREATION AREA PROVIDED AS PART OF THE OVERALL SUBDIVISION (ZMA2005- 00018). 26. INDIVIDUAL TRASH CONTAINERS FOR THE TOWNHOUSE UNITS SHALL BE FURNISHED BY THE OWNERS OF SAID LOTS. 27. ALL SLOPED AREAS GREATER THAN 3:1 WILL BE PLANTED WITH "CREEPING LILYTURF" @ 2'0.C.. NO SLOPE SHALL EXCEED 2:1 GRADE. MS -19 STATEMENT 1. STORMWATER FROM THIS PARCEL IS ROUTED VIA OVERLAND FLOW TO STREET INLETS, UNDERGROUND PIPING, THEN TO A REGIONAL SWM. THE REGIONAL SWM PROVIDES BOTH TREATMENT AND DETENTION OF STORMWATER FOR THIS BLOCK OF TOWNHOMES. 2. MS -19 REQUIREMENTS FOR THIS PARCEL WERE INCLUDED AS PART OF THE WICKHAM POND PHASE II BLOCK 1 APPROVAL (WP02010- 00058). GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). oil rM I INITIAL SITE PLAN ALBEMARLE, VIRGINIA 4 OJES)i WICKHAM TWO HOLDINGS LTD. 1730 Owensfield Drive Charlottesville, VA 22901 February 24, 2014 FA �8 NUMBER OF PARKING SPACES wn Tax Map: ,a Albemarle County 06,6 ,it,, a�rexa,7x�er _�ry INV. INVERT C/L CENTERLINE LAT. LATERAL CG CURB & GUTTER L.F. LINEAR FEET OJES)i WICKHAM TWO HOLDINGS LTD. 1730 Owensfield Drive Charlottesville, VA 22901 February 24, 2014 FA �8 NUMBER OF PARKING SPACES in. INCHES BLDG BUILDING INV. INVERT C/L CENTERLINE LAT. LATERAL CG CURB & GUTTER L.F. LINEAR FEET C.O. CLEAN -OUT MAX. MAXIMUM CONC. CONCRETE MH MANHOLE COORD. COORDINATE MIN. MINIMUM DEMO DEMOLITION PVC POLYVINYL CHLORIDE DIA. DIAMETER SAN. SANITARY E &SC EROSION AND SEDIMENT CONTROL SF (S. F.) SQUARE FEET (FOOT) ELECT. ELECTRIC STA STATION ELEV. ELEVATION SVC SERVICE EXIST. EXISTING TC TOP OF CURB FF ELEV. FINISHED FLOOR ELEVATION TYP. TYPICAL UGE UNDERGROUND ELECTRIC UON UNLESS OTHERWISE NOTED Sheet Index Sheet Number Sheet Title C -1 COVER SHEET C -2 EXISTING CONDITIONS PLAN C -3 LAYOUT, UTILITY, GRADING AND DRAINAGE PLAN DEPARTMENT OF COMMUIVITY DEVELOPMENT (PLANNER /ZONING (ENGINEERING) (BUILDING OFFICIAL) (ARCHITECTURAL REVIEW BOARD) (FIRE OFFICIAL) (ALBEMARLE COUNTY SERVICE AUTHORITY) (VIRGINIA DEPARTMENT OF TRANSPOR TA TION) ,Ian Franklin PE, LLi Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com CN w Q =c� aw wZ0 �O=N Z�% Q O 2~ U Q Z 0 > W a TW 1 Z D O noo 0 Lij U j J 1=0 2 U Ljj m Q NtiTH OF �J�c Alan Prankhn Lc. No. 35326 W s10NAL ISSUED: 02 -24 -14 REVISIONS: SHEET C -1 OF 3 m 3 C0 Z O I- FL w w z 0 0 Z 0 U 0 Z U) X w (V U U W Z J al W F- I W 0 Z 0 1 0 U_ a� s= 3 CV C O a- N .0 U M O O U 0) O L n C 0) E U O Z w L ^(n J U 0 O CV c+� 0 CV cl N s= U cu c0 C Y Z i i n ■ LEGEND EXISTING TOPOGRAPHY (2' CONTOURS) AREAS OF CRITICAL SLOPE 25% -- - D.B. 4452 P. 257 PL «.T - ---- -_ ; VARIABLE WIDTH ° " ` ' ` TOPO & SURVEY: APPROVED PRELIMINARY PLAT FOR WICKHAM POND PHASE II. -r- - DRAINAGE EASEMENT // -- -.•' D.B. 4452 P. 257 PLAT �_ ^ l3 c .. -�- : BENCHMARK. AZIMUTH MARK DISK SET IN TOP OF CONCRETE MONUMENT 2.3 MILES EAST OF 57:7 Wit- - 1 Fl:: ' -W:.• \ =- .� ,.._._ , � , / , _. . �.r `� , ,, �;,., R ZET N STATE ROUTE 24 2 FEET SOUTH F ROAD CENTERLINE NAVD 8 - a 5 d C 0 0 3 SOU 0 0 -- -- -- :. ELEV.- 640.36 NOT FOUND). PROJECT BENCHMARK NAIL SET IN BASE OF UTILTY --- — - ��; -.•.� • •; - �� _ _ .. .. .. .. .... .. .�, a:� POLE AT NORTHEAST CORNER OF TMP 56 -02. 2-+..- 55 ,2- .� _ 1 ,., .. H.. . 3.7.,92' 1 F. _. is .. .., ... ;. .. .. .. I � , LOT 1123 .'.. ; s : , ,:�/• .... `� �.. --,.__ _ _ _", 5376 SF GREEN SPACE I i (,$ - a - TMP 056J0 00 02 12300 •' .:.. ;�:=.� � Lf1T 1.18 � I I I I � .. ... y �',I WICKHAM TWO LOT 116, 511ss3 tt LOT 119 - LOT I Z 1 �, -` �,. HOLDINGS LTD. .. 9 � I I - LOT 12.0- � 1 , ° • � • - - >' r00'° STREAM$U��ER . • • ; .�^: , ��- ;% :�? 6837SF !� TMP OS6J0 -00 -02 -11800 � °�`? � I I �,, LOT 122 m t� D.B. 4452 P. 257 PLAT `. :'' r0 Czg I 4894 SF C5 4673 SF I. 4583 SF I ¢ ( 43Eu SF ` r \ LOT 117 r WICKHAM TWO I I I acs I rn ZONING: NMD D.B. 4416 P. 175 PLAT : , .' : ; : ' ' TMP 056J0 -00 -02 -11600 cr I TMP 056J0 -00 -02 -12100 • I 5840 SF 1 ( HOLDINGS LTD. TMP 056J0 -00 -02 -12000 i I TMP 056J0 -00 -02 -12200 C TMP 056J0 00 02 11900 r ;' : ' l WICKHAM TWO I e i%1 WICKHAM TWO °4 PRESENT USE: VACANT -A �a :.. • • �` / \ �'A D.B. 4452 P. 257 PLAT WICKHAM.TWO WICKHAM TWO WICKHAM TWO I i o G HOLDINGS LTD. TMP 056J0 00 02 11700 P. HOLDINGS LTD. " I c HOLDINGS LTD. I - b / 20' SANITARY SEWER ;• .. • ' // ($, ✓ to ZONING, NMD,.......... °. ca Z, HOLDINGS LTD. HOLDINGS LTD. c ° \ D.B. 4452 P. 257 PLAT WICKHAM TWO I I e�y K / I w° " " "' D.B. 4452 P. 257 PLAT I I D.B. 4452.P.`257 PLAT ty h G EASEMENT sx cfg PRESENT USE. VACANT D.B. 4452 P. 257 PLAT ,/� P i ZONING. NMD I HOLDINGS LTD. I I I eye I I „R D.B., 4452 P. 257 PLAT g� i � p u P LOT 115 \ tSs I I q ZONING: NMD ZONING: NMD ZONING: NMD ZONING: NMD SF1 D.B. 4216 P. 175 PLAT . n ::.::..: R� / I N1 �, / PRESENT USE: VACANT r D.B. 4452 P. 257 PLAT y PRESENT USE: VACANT " 4 5 6521 SF \ I u5 PRESENT USE: VACANT a PRESENT USE: VACANT ( I I I- PRESENT USE: VACANT /, Ft� f 15,1 o ZONING: NMD I I'° cpI ' PRESENT USE: VACANT TMP 056J0 00-04-11500 Ia tr I I I I ✓ 5 % n� ::..• I WICKHAM TWO \ c I- ...;:.. HOLDINGS LTD. D.B. 4452 P. 257 PLAT \ �' , - :`: ' \ �_.. 72 FRONT SETBACK_. -- - — — — — — — — — - — — — — — — — a ZONING. NP,1D ".,.. — —,— `..;� — \ PRESENT USE: VACANT \ \.- i o CS PROJECT I T 53.00' 53.00' 53.00' 51.73' Z4.0 ' �_ ` ' 30 2;t -- — — — — — �c ' \ SANITARY SEWER ?a ° • -' • • - " - " EASEMENT' 0 3 v D D.B. 4452 P. 257 PLAT., • � • =fie... ^n 7 t , L P . .. • \ \ f' /.. i LOT 1 14 O D i J b �+ T � MP 056J0 -00:02 11400 r_ "� t n 17 PARKING , z .. WICKHAM TWO I � !,.,a ", S�• G �. � .� ,.r cA .°. . .• . ."; . • �y ''r } o / LTD. r „r SPvA__ CE HOLDINGS, ... � DRAINAGE D .B. 4452 P. 257 P LAT - \ y v >`fi7Y U ZONING. 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Iu' D. . 4452 R 257 P �\ i D.B. 4452 P. 257 PLAT „ ° F: - / TMP 056JO -00 -02 -13700 TMP 056JO -00 -02 -13600 C 5150 SF c� 1 LOT 132 \ ZONING: NMD 7i / I WICKHAM TWO WI KHA TWO HOLDINGS LTD. 5082 SF I ° ZONING: NMD /� I r I I C M D.B. 4452 P. 257 PLAT I W TMP 056J0 -00 -02 -13400 TMP 056J0 -00 -02 -13300 5722 SF ZONING: NMD \ _ , RESENT USE: \ PRESENT USE. VACANT PRESENT USE: VACANT. r LOT 138 HOLDINGS LTD. HOLDINGS LTD. VACANT ti i • .. TMP 056J0 -00 -02 -13200 - cp Op WICKHAM TWO W J a ICKHAM TWO O ZONING. NMD Asa D.B. 4452 P. 257 PLAT D.B. ZONING: P. 257 PLAT I m PRESENT USE: VACANT I HOLDINGS LTD ( I HOLDINGS LTD. WICKHAM TWO I � 20' SAN. 7557 SF S m I 1 .. I ZONING. NMD a� I ZONING. NMD u� OT 131 \ ti --' _ 00 -02.138001 I ^v D.B. 4452 P. 257 PLAT D.B. 4452 P. 257 PLAT HOLDINGS LTD. SEWER �� cy TMP 056J0 a PRESENT USE. VACANT PRESENT USE: VACANT v �' c i ZONING. NMD ZONING. NMD 4 D.B. 4452 P. 257 PLAT _ 2897 SF WICKHAM TWO n ua \ a ESMT. - / Qj� z y N I U7' PRESENT USE: VACANT PRESENT USE. VACANT ZONING. NMD I TMP 0 6J0 00 02 131 r5y 15 5 HOLDINGS LTD. ea I 20 DRAINAGE I I E I I PRESENT USE: VACANT = WI KHAN TWO D.B. 4216 4. 4� D.B. 4452 P. 257 PLAT % I �0 tt! 1 1 11 \ -CP ca 1 en EASEMENT I I \ P HO DINGS LTD. P. 175 PLAT �,: Qj /lp ZONING: NMD ms b) D.B. 4216 T V Q PRESENT USE. VACAN ° I I 1 !+ I 1 P. 175 PLAT m I ( ( ( I B 4452 P. 257 PLA \ \�, ZO ING: NMD I �~ I .... �..,- -° � PR ENT USE: /JIA/NTi`NANCE. / y �J ._ACANT r 5• / LOT 112 �/ I I--- \ 5/ �.. - 1 O 0 — -- I. - - - - - -- — �.,... P 'TH I — „ 0 t� 3 8003 SF .. _----' -- — _. 1 5 TMP 058J0 00 -02- 11200 <, �'! _- �,.- �.�: �, o _ - „ WICKHAM TWO I 24 E POWER E HOLDINGS LTD I L7 a� ,. L 4 5 Si3 D.B. 4216 P. 175 PLAT a _- ---" °� 8 �� LOT 149 _ ZONING: NMD _ -° a \ \ " —J2 ..- EYANDS}�M 1 x _.., , ,,�,. _.,. ., � _ ,�`. .. ,,. , .. ,. ; � ; . i ". ,.... ,, .. ;.., 5396 SF P PRESENT USE: VACANT — — — \ F RES S A e — lA \� —:Po — — — _ u . _ I .:. ; �.° TMP 056J0 -00 -02-14900 „ _, r \ P ,• . ea -^� 20 DRAINAGE 1b 0.#7/ }- _ 5, _- ,. � — , , ,. , ,1r' � _� -� ; ` �` WICKHAM TWO _.. _ }� E _'— NT _- \ _ ... -.. HOLDINGS LTD. JI/ D.B. 4452 P. 257 �` �-- ��77 t s' ""- l.7 °� : yr, . -.._ ?4. U4 — $n � - � m I CC ZONING: NMD es+ � � O �I "? POWER -� �� \ . •.' °� � _ � I � � � � � \ ,PRESENT USE: VACANT /: / �, ', ° / D Q o 34 a� ALLEYA D )'T RM I I B I I — — E — - `x DRAIN G E MT. I J I gB o . _ DRAINAGE LOT 111 h_ s ° I I I I Y I I Q, 8,64?; P. >7.LAT m a EASEMENT LLI I I U 1/ c� •''•' ':' • 8099 SF a r e. lam, - � �. 4216 P. 175 , TMP 056JO -00 -02 -11100 a I I c y w STL.r DECK - `' PLAT WICKHAM TWO L " I 'y ❑ I I DECK DECK LOT 148 \ I •:.. HOLDINGS LTD ' I >.,-' ,` II I I I DECK I I I 6 i' 5474 SF 64 \. „ LOT 143 3 D.B. 4216 P. 17 PLAT ° c 6.. 114 \ x ,,, ' -. � -:•�. _ s ' -:x !� DEC L01f 142 � �„ 5189 SF LOT ;. 64 � ,., ' , . <3- DE � 1 3 , Ci TMP 056J0 -00 -02 -14800 .9� ZONING: NMD; ca I 4s4°s3 4846 SF Icy LOT 145 LOT 146 0�� I Q DECK _ 21.7 I MP 056J0 -00 -02 143 0 I L T 1417 -' WICKHAM TWO \ x O i \: ... PRESENT _.,... L, "A -.1 1�y � yl MP 056J0 60 02 142 6J �6 I I MP 0 6 0 -00 -02 -144 4665 SF u, i I BOLAND, JOHN OR 5 J 5046 SF HOLDINGS LTD. A I X ° » ?1 m 3.T LOT 141 I m ra I 1U 6191 SF D.B. 4452 R 2 7 \ EASEMENT _ D 4576 SF YERIKAILAPUDI, TAMERA RUBIN, SAMUEL — �a I MP 056J0.00 -02 -145 0 I I 1 �_ �, ,- .,`� •:. f a LOT 140 x'63 is z �I HARTHA: R T 6 3 . P 056J0 -00 -02-146 I I cy I 5 ?... (V ! MP 056JO -00 -02 -141 p� <„16 O RIPU I D.B. 4361 P. 20 I LINDSAY DE 10, JOHN A OR DENI 3 ca °s MP 056JO -00 -02 -147 0 r, ZONING: NMD RAKE, MARC A. O .Z, LOT 139 445° SF u� m I �u r �j i.: ` p B DSHAW, KEIGH O KALYANI I I I v a, PRESENT USE. VACANJ— V V CKH A `p 20NING: NMD co D.B. 4420 P. 322 . D.B. 4428 P. 613 ey HE M. s ILCOX, HARVEY O �- - -. © 457013 MP 056J0.00 -02 -140 l - I ? u, ua Cp MOLLY SISOMu4YAJULA P ESENT USE- G h ZONING: NMD ZONING: NMD cy I LESLIE - MP 056J0 -00 -02 -139 0 D.B. 4437 P. BO6 I y NVRINC.5 �� I — — — - �' �_. D.B. 4392 P. 698 D.B. 4336 P. 256 P ESENT USE: DWELL NG P ESENT USE: DWELL ZONING: NMD D.B. 4274 P. 619. . ! B� e t 110 - — _ �� '. «• I r OSINSKI, STEVEN O 1 1Y11 n a ee�n a s�� :_ I - ..... .... 1 �nuium_. uiun I — r t, I - - - - 1 1� -� 15 , EXISTING CONDITIONS PLAN 3 1 0 0 1 1 5 GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. 120 EI m 4' Im 9 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan@alanfranklinpe.co N W C!1 ZQ Qz r`1100�W zJ CCa Lu z Z g OZ Z) 0 Z � �z Jo Qz W oQ� QX W LL O w V V,TH OF t Alan G. Franklin Lic. No. 35326 W .o W. NA L ISSUED: REVISIONS: SHEET 1" = 30' 02 -24 -14 ESC -2 2 OF 4 1 I jJ v rar jjj � � 4 1 �4 j 1 0, �o it t ° m 4' Im 9 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan@alanfranklinpe.co N W C!1 ZQ Qz r`1100�W zJ CCa Lu z Z g OZ Z) 0 Z � �z Jo Qz W oQ� QX W LL O w V V,TH OF t Alan G. Franklin Lic. No. 35326 W .o W. NA L ISSUED: REVISIONS: SHEET 1" = 30' 02 -24 -14 ESC -2 2 OF 4 3 v Z Q d W 0 Q QZ Q 0 Z Q 0 Z 0 9 0 M U Z a. WI U) I W U) D O Z O U Qi 0) U) 3 N C O a- M L Y U A CD 0 .4 U N O d 4 C N E U O Z 9 LL P (D W Z) U a- 0 0) d' O N M N -C P M 2 M C U) Y Z u n ■ AVAdmWint 5 M FORM NGS LTD. n. <; - ,I �l,s� �* ,�, " " , I, a t � , �_ li I I, t " _� If � J CONNECT TO EXIST. 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Alan G. Franklin � Lc. No. 35326 W ,O W, le, ti i'sl O NA L 1" =20' ISSUED: 02 -24 -14 REVISIONS: SHEET C -3 3 OF 3