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HomeMy WebLinkAboutSDP201300067 Plan - Approved 2014-07-16STONEVVATER TOMfNHOMES GENERAL NOTES 1. OWNER & DEVELOPER. RIO ROAD HOLDINGS, L.L.C. CORPORA TE ADDRESS. 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VA 22903 STREET ADDRESS.• 590 RIO ROAD EAST CHARLOTTESVILLE, VA 22903 2. ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 TELE.• 434 - 293 -3719 E -MAIL: Scott @collins- engineering.com CONTACT- MR. SCOTT COLLINS J. TAX MAP NO: 061A2 -01 -0A -00100 (RIO MAGISTERIAL DISTRICT), D.B 4112, PG 396 061A2 -01 -06-00100 (RIO MAGISTERIAL DISTRICT), D.B. 4112, PG. 396 4. ZONING: R -4 (RESIDENTIAL) ENTRANCE CORRIDOR: NONE 5. WATERSHED. MEADOW CREEK WATERSHED 6. BUILDING SETBACKS: FRONT- 25 FEET MINIMUM SIDE. 10 FEET MINIMUM (APPROVED BY THE FIRE MARSHALL) BACK: 20 FEET MINIMUM *NOTE- DECKS /PORCHES MAY ENCROACH INTO SETBACKS UP TO 4 Z DENSI TY- TOWNHOUSE UNITS PROPOSED WITH THIS PLAN. • 14 TOWNHOUSE UNITS ON 0 839 AC. OVERALL STONEWATER DEVELOPMENT- 48 UNITS (INCLUDING 14 TOWNHOUSES CONTAINED IN THIS SITE PLAN) 1301 AC. (INCLUDES 0.839 AC. INCLUDED IN THIS SITE PLAN) DENSITY- 3.689 DUA 8. UTILITIES. • COUNTY SEWER - AVAILABLE ON SITE COUNTY WATER - AVAILABLE ON SITE 9. SUBDIVISION STREETS CURB & GUTTER 10.ADJACENT PROPERTIES IMP 061A2- 01- 00 -000A0 (OPEN SPACE A) - RIO ROAD HOLDINGS LLC, D,B. 4112, PO 396. IMP 061A2 -01 -00 -00100 - PIEDMONT NEIGHBORHOODS LP, D.B. 4369, PG. 219 IMP 061A 1- 02- 00 -000AO - STONEHENGE HOMEOWNERS ASSOCIA77ON INC, D.B. 3323, PG. 001 IMP 06100 -00 -00 -18200 - TREESDALE LP, D.B. 3862, PG 360 CURRENT USE: RESIDENTIAL (COMMON AREA AND /OR VACANT) TREESDALE WAY & STONEHENGE WAY 44' PRI VA TE RIGHT OF WA Y STATE ROUTE 631 -RID ROAD EAST VARIABLE WIDTH RIGHT OF WAY 11. DA 77JM AND BENCHMARK REFERENCE.- BOUNDARY, EASEMENTS, AND PLAT DATA BASED ON SURVEYS BY- KIRK HUGHES & ASSOCIATES 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 12.MAXIMUM BUILDING HEIGHT- 35 FEET 13.MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE- BUILDING - 14,986 S,F SIDEWALK - 4,270 SF DRIVEWAY - 5,113 SIB TOTAL - 24,369 SF = 0.56 AC, 14.EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EM17S 3,000 OR MORE INI77AL LUMENS SHALL BE A FULL - CUTOFF LUMINAIRE. THE SPILLOVER FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. NO LUMINARIES PLANNED FOR THIS PROJECT SHALL EXCEED THE 3,000 LUMEN LIGHT. THERE ARE ALSO NO PROPOSED STREET LIGHTS 15. APPROVED PEDESTRIAN PATHWAY SHOWN ON OVERALL STONEWA TER SUBDIVISION MEETS THE RECREATIONAL AREA REQUIREMENTS FOR 77-JIS TOWNHOUSE SITE PLAN. 16. PARKING. REQUIRED PARKING. • 14 UNITS X 2 SPACES /UNIT + 4 GUEST SPACES (1 PER 4 UNITS) = 32 SPACES PROVIDED PARKING: 28 DRIVEWAY SPACES + 4 SPACES ( 7REESDALE WAY & STONEHENGE WAY) = 32 SPACES 1 ZCON7RACTOR SHALL VERIFY LOCATION AND ELEVA 77ON OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONS 7RUC77ON PRIOR TO STARTING WORK. CONTACT ENGINEER /MA4EDIA TEL Y IF LOCA77ON OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS, 1&COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULA77ONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. 20.NO FLOODPLAIN LIMITS EXIST WITHIN THE PROPERTY BOUNDARY. 21. THE ROAD PLAN, AS WELL AS THE ESC AND SWM PLANS, THAT WERE SUBMITTED WITH THE SUBDIVISION PLATS HAVE BEEN APPROVED (SUB- 2007 -00077 AND WPO- 2007 -00045 RESPECTIVEL','). THIS PLAN CONSISTS ONLY OF THE 14 TOWNHOUSE LOTS ALONG RIO ROAD EAST. 22.ALL UTIL177ES SHOWN SHALL BE DEDICATED TO PUBLIC USE. 23. MAXIMUM AREA OF PROPOSED USE- 0.8J9 AC AREA OF PARKING AND CIRCULATION: 0.11 AC. 24. OPEN SPACE. • NO OPEN SPACE WI THIN THESE (2) TOWNHOUSE BLOCKS 25. STORMWA TER MANAGEMENT THIS PROJECT DRAINS TO THE EXISTING ENHANCED EXTENDED DETENTION FACILITY, WHICH WAS SIZED TO HANDLE THE IMPERVIOUS RUN -OFF FOR THESE TOWNHOUSE UNITS THIS FACILITY PROVIDES THE REQUIRED DETENTION AND WATER QUALITY. 26. THIS PROJECT SHALL BE DEVELOPED AS A SINGLE PHASE OF DEVELOPMENT (1 PHASE). 27. THERE ARE NO CRITICAL SLOPES ON THIS PROPERTY. 28. NOTE. THIS SI7E DRAINS TO MEADOW CREEK, BUT IS NOT LOCATED WITHIN Al PUBLIC WATER SUPPLY RESERVOIR. 29. THE PROPERTY IS NOT LOCATED WITHIN A 100 -YEAR FLOOD PLAIN, PER FEH4A MAP ,f51003CO287D, DATED 02 -04 -2005. 30. NOTE. EACH TOWNHOUSE UNIT WILL HAVE AN INDIVIDUAL TRASH CONTAINER, AND TRASH SERVICE WILL BE PROVIDED BY THE HOA. 31. NO RETAINING WALLS ARE PROPOSED WITH 77IIS DEVELOPMENT. FINAL SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA \ / LOT 18 \ LOT 17 LOT zg i` 450 \ \ \ LOT 20 it \ \ \ LOT 16 ) E ' \ I � LOT 15 \ \ LOT 21 J _ - - -- -7- i LOT 14 LOT 2,2/ LOT 25 LOT 13 >T 23 / \ \ LOT 26 \ \ \ r \ LOT 12 \ LOT 24 - - A P(5- \ LOT 11 \ pQ LOT 27 \ / / \ LOT 10 LOT 28 / LOT g \ \ \ LOT 29 \ \ \ \ /LOT 8 \\ LOT 30 \\ \ \ \ \ LOT 31 PMITS OF THIS \\ SITE flt \ STONE ENGE \ LOT 7 SUBDI ISIO \ \ \ LOT 32 / \ LOT 6 LOT 33 / \ LOT LOT 34 \ LOT 4 \ LOT LOT 2 - \ LOT 1 X CURRENT OWNE DEVELOPER RIO ROAD HOLDINGS, L.L.C. 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VIRGINIA 22903 PROJECT ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VIRGINIA 22902 PHONE:,434.293.3719 _VICINITY MAP SCALE: 1" =1500' ....... LEGEND ROADS DRIVEWAY CULVERT - _ = _ = I EXISTING CULVERT _ - _, _„ ! CULVERT -mss- DROP INLET & STRUCTURE NO. -- - - - - -- 200-- - - - - -- CURB 200 CURB & GUTiER 240.55 PROPOSED PAVE '.17TNT .�- EC -3A DITCH 6 DEPTH OF EC -3A DITCH - EC -2 DITCH 6" DEPTH OF EC -2 &ITCH ....... EARTH DITCH Sheet Title DRIVEWAY CULVERT + BENCH MARK _ - _, _„ ! CLEARING LIMITS -mss- VDOT STANDARD STOP SIGN -- - - - - -- 200-- - - - - -- EXISTING CONTOUR 200 PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA77ON .�- TBC DENOTES TOP /BACK OF CURB T/B DEN07ES TOP OF BOX Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS AND DEMOLITION PLAN 3 SITE PLAN 4 SITE PLAN DETAILS S LANDSCAPE PLAN 5 TOTAL NUMBER OF SHEETS DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT OF PLANNING & MMUNI TY DEVELOPMENT ENGINEERING �" BUILDING OFFICIA FIRE OFFICIAL ALBEMARLE CO NTY SERVICE AUTHORITY 7-12 ► VIRGINIA DEPARTMENT OF TRANSPORTATION % /ZjtV opt SC�OLLINS Z Lic. No /. 035791 il�. �SSrONAL EOZ � M � O � M O M � N `N � N hi ci O ' .. ri ti w N t- tio J ~ g z g z z gO w g w g 2 U z O tQn u 0 U O in >- < F- w r- O z °� z z (� U) m T = ~ 0 _ M O z Ov Ov Z z z O Z Q J Q w z z a J z M 2 2 tA Q Q W W J �/� z m w m Q m Q Vl t7 H d Q H M O N W Q a a. 0 a M v o w0- w w W w �,a (A tn n j w w w w ce W M M � � M � O � M O M � N `N � t tI hi ci O ' .. ri ti N M tio V � ti M ZN mot' N O W N N W> z w J J W L9 H z� Q W " � W Z� W .W Jw JF_ W 0 Q U° 0 N m 0 z a. CL T c v CLm W o� (� aw v) _� ' w z �z oW W Z 0 J r_ o 0 o ° 5 o� � c &o z W ° > U 0 c: vL U �� a a x o Cm C, t v E o W L z c Q it Y wQ W� z W W ° z zN J0 UO -4- O o o � T c O 0 v' o c o. 0 U O 0 0 ai 4 0 v �0 mm E- J 0 °- ° o E m c w v 0- ai SCALE AS SHOWN o s 0 c m v SHEET NO. 0-0 1 �41 0 3 NOTES �- \, O \ / \ � _ \ Aso \ .� Ca) m ` __ 1 1 - -- \ \ \ \ Ez _ \ �� _ \ 1. HORIZONTAL DATUM: MAGNETIC NORTH 2oo5. TAX MAP 61A2 01, PARCEL 2 2. VERTICAL DATUM. NAVD -88 --- - -- PIEDMONT NEIGHBORHOODS LP's - `. \� ~ SCO T R. COLLINS� \ i \ \ \ BENCHMARK: CITY OF CHARLOTTESVILLE GIS CONTROL MONUMENT STATION #135, A BRASS DISK LOCATED OFF PENN PARK ROAD t--i \� TAX MAP 61A1 -o2, PARCEL A x T o I n- D.B. 6 PG. 21 \ \ \ \ ; �. \ �' ` ` . \, �J APPROXIMATELY o.1 MILE EAST OF THE INTERSECTION WITH RIO ROAD EAST. ELEVATION= 468.og' U Lie. No. 035791 �. STONEHENGE HOMEOWNERS ASSOCIATION 43 9, 9 != \ o -0 ZONE: R4 D.B. 570, PG. 278 �'' r- D� '' �, \ - t�68 , \ \ 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE FOLLOWING SOURCES �� !' USE: RESIDENTIAL \ \� \ WERE UTILIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES: FIELD SURVEYS OF MARKED LINES AND TOPOGRAPHIC �SSIONAL E�ol ZONE: R6 i \ o \ 1 \ ;$' \ \ \ \ MAPS, AS -BUILT PLANS, AND SITE PLANS PROVIDED BY THE UTILITY COMPANIES. NO UNDERGROUND INVESTIGATION OF UTLITIES USE: RESIDENTIAL - -- - -- - - - -I i \ �- \ t 6O \ \_ WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING -mo. � \ \ T�P►X MAP-o1, �ARCEL'`34 WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR ym '- - - - - - __ „ - .- _ ' , \ ` \. PIEDMO�NT^NEGHBORHOODS, LP \ J HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGOUND UTLITIES. 1 __ ' U�; 4412,�PG. 8S \ _ __. 4 TOPOGRAPHY AND BOUNDARY INFORMATION PROVIDED BY KIRK HUGHES &ASSOCIATES. SITE WAS SURVERYED IN DECEMBER ONE: R T - 2oo6. TOPOGRAPHY WAS VERIFIED BY COLLINS ENGINEERING IN OCTOBER, 2007. zTl \ \ USE: RES%IQENTIAL- cn THERE ARE NO FLOODPLAIN LIMITS LOCATED WITHIN THE LIMITS OF THIS SITE PLAN. -� ._ - \ {` . �., rn _ _ _ ~ t z in W to cn 4 - _ - - o TAX MAP 61A2 -01 PARCEL \ ' \ C= \ \ r - —� -- _ J w W , \ \ .. \. - 0 w 0 Z Z PIEDMONT NEIGHBORHOODS, LP r... E TINk IRE.? �- - � CE RYLINK EASEMENT; \ � � � D.B. 4369, PG. 219 , \ ; �r--� ` I�YDRANT- � \ j � \ DB 432 - 120,124 RLAT \ \ z z ° v o 0 �) I\ \ _ - _ \ ' v, Ln ZONE: R Z (� _ Z g °- �. a �- 4 "- z \ * VEPCO EASEMENT ___ o L ��- i- ,- w \ __ \R €LOCATED TAMAP 61�2�oa, PA ELA i= o z z ( } USE: RESIDENTIAL CENTURYLINK EASEMENT, -R'1- �EXI! TI G / -` 0"GREENWAY ACCESS SAND DB 43T7-4,10 °+ /RIO ROAD k1QLDINGS _LL-E _ - �" ACSA WATERLINE EASEMENT m = W - i DB 4320 -120, 124 PLAT i { `g Y - '^ - 3 /� D B. 4112, PG. 3 6- -- _ _ -- I- - DB 43.24-413- U D M ° Z o o o: Ln STOR STORMWATER MANAGEMENT \, VEPCO EASEMENT, { N { i _ - W z° w o a I SEINE ' IVIAINTENAPICE EASEMENT _� Z0�1�: R - o a z _ __ OPEN SPACE - in 4317-4, c I DB 10 PLAT ! -- _ �` C MMOWUSE #1 50,885 s.F. - _ s° - ? - -J 2 in II A USE: SP CE O �- � h` - - _ - _ - _ - _ - `, o` �- _ 949 S.F. (RESID1JEj - (1.168jAC:j 466- - - --� - -- 6� H M a � m a m m Q . yy - ` / _ _ 30' RWSA 11TItIT�(E N a (%� w t� �- Q W a a -- \ `/ -- -- -- 0-- J ui D: - - _ -- - - -- COMMON USE #2 -`4 L= i3.5o1, R =8. oo - )RAINAGE ESM'T: - - - - - - _ - - -- - - - -- -� - O Cr a a a i - C O U e ----- -- 1 11,414 S.F. (I2ESfDUEj - 392-55, 498 P-L . _ _ -- p =2.224 :oo a _._. -� o AT u. w _ DB w -- — . LT2 a6o in Ln EXIISTING a.. j 8 W 9 = 5257 18 •09 97 _ STORM j = S 0° 416 12 7 p 1. . e ° f . 42 35�,, - > > o" RWSA UTILITY EASEMENT 4 -r - f N— W w — 3 SEWER � i �,o " - __ _ ,3(� 7�, e.0oo °' _ w:. ~�- ~ , =� -- - .�. 3� 8 0- �° L -19 ��_-- _.__ -_._ - -- _ = _ E ..40.922► R -�24 -.0060 e- 6-3S28 40 05' 07 64" 197.41' - f z 547013' 48 50 "'W 269.56' D =3.7575 -� Co J r° L15.812, R =8.000 - _-� " rn j' S43q 19' 03.91 "W 269.56' e= 41.6229 _ \ _ \ - - -- ` / I EXISTING - -N47° 41' 24 9xat ' ; _ TO ESnALE�Wp` -Y _ _---- _ nn 0 --- RRfVATE-STREET�- __ \ EXISTING 4"/ %- SEWERY - - - - -- — , PRiS 7E STREE - DB 2 PLA — — T - -- DIP-WATER - --- ENT 2 ° - 4— A. M D 3 1 s 1H `` • ` 1 1 - -- - - - ���3t��TLAT _ `` _ _ ____ �_ M� _ - -nn - p INTE -NAN — g s ° a m H H ri H f -- . — —i m O O N M 1 a D N 0 w R _ DRAII"I GE SM'T. .O_ 49� y� o o N N — — 39 5a6— .. — DB 3932 -5 5, 498 PLAT �\ i\18' og��E 140.70' oo - --- - ° 05'07,64"E 8.82' - — — �7-� 48 S i. — 13=3 0 AA a -f _ -I - - - -EXISTING _I - _ 4 \ I I } S42 46' 10.72 "E 511.73' -- -- I WATE 4 ° D =3.186 ^ ` - L=25.079, R =6 6.o0o , S470 13' 49.28 "W 105.2g� _ - - -� L7 S L =12. 1, R�,000 - METERS _ � _ -� 2 `` \ m r _ __ -- — I EXISTING EXISTING- = 37.627, R= 67b.518 , -A =88.9604_._ -.__ M - - 43 C7 C _ _ G WATER __ ` ,, ` -- — 20 SAN {TAB ___ R ES _ _ X STING �D " T - -- - -- -- -- - -- - -- -- � SEW � � -E i BLOW -OFF _ -- - - METERS T $4� — _ -__ __ _ r m DRAINAGE EASEMENT SANITARY\ _ N �-' (` TAX MAP 61, PA CEL 182 Co r �,r� 20' SANITARY SEWER ESM'T L= 12.325,- R=8.000 rn � -v - N 1 DB PG PG•344, 332 PLAT SEWER _ P TREESDA , LP m \ _ _t8$ \ r•n N - -- - m D.B. N A 88 2 p i { c J t i =� 944, R= 20.004 ;�) p ,zr.� - EXISTING 10' 1 ' ZONE PR �„ NOTE: EXISTING TREES bo.0004'\ \ 1 m - r DIP WATERLINE O0 USE: RESIDEN AL M EX. TEMPORARY s� ��- ! i , TO BE REMOVED - \ , . \ --i PROJECT > - . CONSTRUCTION EASEMENT �� / r+ v = r _ VDOT R/W VACATION 1 t ` ' \ DB 3323 -1,11 PLAT w ' PROJECT taJ 4,. D.B. PG. 2 z PLAT -LIMITS ` { N _ N I 4497 , 3 3, 33 LIMITS .41 T, Z z \ VDOT R/W VACATION' = \ \ 1 ( O 4• ri D.B. 4497, PG- 323, 332 PLAT i Z l ffi w t�7 VDOT TM O 1A2 01 OA -00100 \ / , N o R/W BLOCK A � � � ` � --�;, N � TMP o61A2- o1- oB -o01oo 20,070 SF \ \ = - Q = BLOCK B L= 27.321, R= 18.000 VEPCO ESMT. - _ __ W ° / A=86.9658 d 1 10 PLAT ! ° 16,466 SF / I 43 7-4, ° C3 _ - { S45° 20'38-05"W 490-31' 0 43 00 2:.4a 4go� i (.I.I _ L- 37.346: � -23 °000 R =1646.7i� . P ° ° � w o' LANDSCAPE EA L= 153.964, o _! U) E�(`x-- _ SNENT- _ _ e =g3 0342 ` ° ° D 5.57 _� -' -J 1 - DB3323`01 - - _ 90._ Ij O \ ow \ g.2.. ° y ° . --- - S450 20'38,65"W 490.31' - W Q { - -N47 49 41.02E 511.73' - ° - _ J N45 ao REMOVE PORTIONS OF S \ O o v 38 05 E 511.` °' {: \ � \ \ _ ° AND 2 C - REMOVE PORTION OF EXISTING \ \ 11 1 A �-- i-- ° �) CURB AND GUTTER R� 3 w; '--- w ,' , �` RIO ROAD EAST­----------1r \ 8 �W _ VDOT % STATE ROUTE 632 R/W DEDICATED DB 3932-448p'-AT _ -- W -- - j Q Z p `, i f� R/W w (RiN/VARIES) W W W W \ _ o L W W O_ W °' U) \ 18 W " \._ ,. ,\ w ._ w Wi w w 18 " W L W W - -- l ' O . X \.�� 4 rev cii {W W z LU c OHS >T,TV (TRUNK) � � ° •3 TAX MAP 61A -o1, PARCEL 4 = _- � � TV (TRUNK) m o � Co NEWLAND INVESTMENTS, < LLC TAX MAP 61A -o1, PARCEL 5 D C -° D.B. 8 6 PG. TAX MAP 61A -o1 PARCEL 8 r —{ F_ -� 3 3 , 97 KIGIN, KAREN E. TAX MAP 61A -o1 PARCEL 6 � o ZONE• R CUBBAGE MICHAEL L � ' � 4 D.B. 1811, PG. 249 FULKERSON EVELYN A. TAX MAP 61A -o1, P RCEL 7 \ — < =v DICKENS MARY J. ° USE: RESIDENTIAL ZONE: R4 ( D.B. 4 0 , PG.. 07 MCCAULEY, G. BR N D.B. 693, PG. 223 �' $ it t� �-- 3 5 5 m D.B. WB133, PG. 489 E... m ° co USE: RESIDENTIAL D.B. 3912, PG. 251 ZONE: R4 - -" 0 ZONE: Rc,, USE: RESIDENTIAL ZONE: R4 USE: RESIDENTIAL 0 r-- = ZONE: R4 w a - o � � —� z USE: RESIDENTIAL Ll.l a� USE: RESIDENTIAL n T AX MAP 61A, PARCEL 14 � •, D CHANG, STANLEY C. o \ V D.B. 4221, PG. 317 Q 0 A m ZONE: R4 ' M USE: RESIDENTIAL O O c -p N N 0 mrte- RAPHIC SCALE J o. -- ----J `.] � 0 10 20 40 80 1— � c -� -- W E +. --- _ 00 R1 w v_ i Cf- _ 0 o a cn a°) 0' > { IN FEE ) SCALE ° inch = 2 ft. �n_2V' c ° c C L C � SHEET NO. a. o +� Uj +�' G N v L N 3 w to z c °_ W 2. ,I W U A/ z J C TAX MAP &A, PARCEL 15 I'- U o o 4 D.B. 1811, PG. 249 FULKERSON EVELYN A. TAX MAP 61A -o1, P RCEL 7 \ — < =v DICKENS MARY J. ° USE: RESIDENTIAL ZONE: R4 ( D.B. 4 0 , PG.. 07 MCCAULEY, G. BR N D.B. 693, PG. 223 �' $ it t� �-- 3 5 5 m D.B. WB133, PG. 489 E... m ° co USE: RESIDENTIAL D.B. 3912, PG. 251 ZONE: R4 - -" 0 ZONE: Rc,, USE: RESIDENTIAL ZONE: R4 USE: RESIDENTIAL 0 r-- = ZONE: R4 w a - o � � —� z USE: RESIDENTIAL Ll.l a� USE: RESIDENTIAL n T AX MAP 61A, PARCEL 14 � •, D CHANG, STANLEY C. o \ V D.B. 4221, PG. 317 Q 0 A m ZONE: R4 ' M USE: RESIDENTIAL O O c -p N N 0 mrte- RAPHIC SCALE J o. -- ----J `.] � 0 10 20 40 80 1— � c -� -- W E +. --- _ 00 R1 w v_ i Cf- _ 0 o a cn a°) 0' > { IN FEE ) SCALE ° inch = 2 ft. �n_2V' c ° c C L C � SHEET NO. a. o +� Uj +�' G N v L N 3 d> \ LOCATION F bN-sTIREtT PARKING SI N C� - - -OPEN SPACE A /� , / � � � NOTES �''�� - -- - -- -- - `, _ _- r "` 50 ,88� S.F j / EXISTING MoH -8 1. PROPOSED BUILDING SETBACKS ARE BASED LOT 33 '` 47 3s a ON THE NEW RIGHT -OF -WAYS ALONG / \ INV IN - 6 0 - 450 _ 4 4.9 -- j 6,632 S P - _ ° �= ' - l PROPOSED OPEN SPACE EASEMENT i INV OUT 464.60 B/C r PENFIELD LANE, TREESDALE WAY, AND FOR LANDSCAPE &SIDEWALK ` ' j EXISTING SANITARY SEWER - -_ _ NOTE. A SEPARATE ROAD PLAN (SUB-2007-77) = 4' 47° 4 (�J STONEHENGE WAY ESTABLISHED WITH A } ' /' RIGHT -OF -WAY VACATION PLAT ,. L PREPARED BY AND E &S SWM PLAN WPO -too - HAVE . -� - - MAINTENANCE DB.4497 PG•334 NO PARKING SI N � ° G l 7 45 i �' MH- , KIRK HUGHES & ASSOCIATES. D.B. PG. Z > �\ / - _ BEEN APPROVED FOR ROADS AND UTILITIES ST -S20/ � 4497, 3 3• FOR THE OVERALL STONEWATER / j INTERMEDIATE PARKING i a/ 47 . 7 B TOP- 474.98 TREES LE 2. SEE LANDSCAPING PLAN ON SHEET 5 FOR INV IN ��f ' i °, T-460 DEVELOPME STREET TREES AND ADDITIONAL REQUIRED DEVELOPMENT. THIS PLAN CONSISTS ONLY OF SPACES 9x20 i INV OUT - 465.x.0 THE 14 TOWNHOUSE LOTS ALONG RIO ROAD B , ; ` BUFFERING. EAST. / / E/' 47 J \ SEWER EASEMENT / 'EXISTING MANHOLE LOCATION GRASS p 4 _ ; "/ MEDIAN BETWEEN 60 EXISTING 20' STORM ���`� T DRIVEWAYS {TYP.) � � 1 x.62 � / _ LOT - / \V < %? i / � �� f. \ SEWER EASEMENT 34 _ - �� : PROPOSED 5' / ��� 2 -�-'a� 5,993 S. F - - CONCRETE SIDEWALK / _ _ k> \ EXISTING LOCATION 01 0 - - -\ NOTE: SIGNS TO -INDI ATE % /!O / UNDERGROUND ELECTRIC LINE PARKING IS ALLOWED 30`GREENWAY - -- a: ' EXISTING STORIWI ON- STREET BETWEEN THE ,' ACCESS -flND PROPOSED SANITARY ,`�" � ��`: .�:.1 ''- " � � ,,��� � \ . \\ \ �j a• a.. /% /. 2 SIGNS LOCATED ON SEWER MODIFICATION O � f / / /LOT3 /61s5 i o X' LOT 2 YARD/ROOF DRAINAGE DESCRIPTIONS STIR. M NO' DIA. in. LENGTH' ft SLOPE % INVERT IN INVERT OUT MATERIAL INLETTYPE A 'INV IN. 472 °3o TO MH -21A 15" CLEANOUT A to B 10 104.14 1.060/ 482.00 480.90 HDPE_ N B EXISTING GRADE a o N 48o IT GRATE INLET (DOME SHAPE) B to C 10 23.18 1.29% 480.80 480.50 HDPE 'PROPOSED GRADE C e�•1 N M 1p Llj 12" GRATE INLET (DOME SHAPE) C to D 10 62.39 2.24% 480.40 479.00 HDPE D 0 475 c I EXISTING - STR S26 (EX INV 11475.20) E 4P- O O 470 12" CLEANOUT E to F 10 24.09 8.30% 479.00 477.00 HDPE M LA 00 °,°3 F LL Q F°z W 12 GRATE INLET (DOME SHAPE) F to G 10 40.00 4.75% 476.90 475.00 HDPE in G mX \+ • � z IT GRATE INLET (DOME SHAPE) G to H 10 40.00 4.75% 474.90 473.00 HDPE O H a W ° z uj 12" GRATE INLET (DOME SHAPE) H to 1 10 45.25 1.99% 472.90 472.00 HDPE I o ,0 ° 0 z O IZ' GRATE INLET (DOME SHAPE) I to J 10 83.50 4.67% 471.90 468.00 HDPE 0- J J M f M 12" CLEANOUT J to K 10 2.25 4.440/6 467.90 467.80 HDPE K Z I I J EXISTING - STR S20 (EX INV IN-- 465.40) TREESDALE WAY & STORMWATER� /SEE PROFILE - THIS SHEET Q / , 4 ti Q�Q� 3 ��s� \ \ PROPOSED id PRIVATE ( ' STONE ENGE WAY MANAGEMENT / 4 r .. % �Q'.� L �� _ � ,DRAINAGE EASEMENT - - MAINTENANCE / �� � .:• �,: '/ EASEM EXISTING lo" WATERLINE r 474 / �'��` �• (ON PROPOSED CONCRETE Lb-91.) / 475 ` 1 ,p > MH -21A DRIVEWAY ENTRANCE (TYP.) % by y °h -� O� /� STA:1 +36.58 EXISTING STORMWATER -_ -_ / � J . . Q. ,O a RIM: 8 5.4 0 DRAINAGE SYSTEM, - a` 475 8T 4 6 . �/ PQ n' h TR z 490 INV OUT. 477.40 TO Existing MH- Stonewtr -3.-2 - 490 /' \ F \O NO y 1 <Oi I PROPOSED / SANITARY SEWER I EASEMEN : :::..: � . \♦ BLOCK / A / `b POSED to" ADS HDPE S.F. T 2.0,070 ROOF /YARD DRAIN SYSTEM -STR PARKING SIGN / (2o FROM END OF RETURN) MH -44A /E TOP - 81.2 478.1 :r.. ry 4 5 /47 55 �� - �; '' PROPOSED ' WOODEN i- ;0 INV IN- 471.30 ,�:��, ♦Q/ CP�� yoh �1 __ _..._ - � # 4 - , �' BOARD FENCE INV OUT - 47140 / ° .Q� '►' �� o° � f � ,�� . .. ., : � :.�..�° ... ,�� -:: .tih� � v1� C�- - � �9 � \� ° � WITH BRICK PIERS {4o O.C.) j NO PARKING SIGN ; EXISTING MH- Stonewtr -4 -4 N/ q '� PROPOSED 4' CONCRETE S 8 1 S.F. Q O SIDEWALK (TYP.) 43 / / / \ TOP - 484.41 �' INV IN - 474.60 ti �Q .,'''� `O / � INV OUT - 471,40 � / / j / / - ij VDOT STD. CG-i2 "° �, / c01 0 ° PROPOSED 4' VAR. WIDTH ACCESS LANDSCAPING & / / . ° CONCRETE SIDEWALK /MAINTENANCE EASEMENT, SEE SHEETS I / \ NOTE: EXISTING WATER CONNECTIONS EXISTING STORM SEWER ,, t j WHICH ARE NOT TO REMAIN MUST BE / // DRAINAGE EASEMENT DEDICATED - ABANDONED AT THE CORPORATION STOP / 4 G , // / \ TO PUBLIC USE DB.4497, PG 344 ` -- \` / EXISTING MH- Stonewtr -1 -z TR -518 �' EXISTING ° ` Q '� TOP - 481.86 4$3. 2 T8 J / / LOT 1 INV IN - 72, 0 - SANITARY ar ! �., SIGHT DISTANCE�FA3E�MENT O 4 3 VDOT STD. CG 12 4 e -- - i INVOUT- 2ao SEWER w DB. PG,3,5 332 PLAT .�� 9,155 S.F. 47 / STR -S 4497,E , �O % a / LOCATION OF O N- STREET / ` 43 2� '� / h i % 0.85 TB PARKING SIGN / 61 PLANTING STRIP f (20' FROM END OF RETURt4;) ° �5. R j �p�483 5$ �- ;.,y� PROJECT BOUNDARY ��� -0+ 5 0 +0 0 +50 1+ 0 1 +50 ' PROPOSED CONCRETE CG -gD / / \ 1 / �' � DRIVEWAY ENTRAIWCE (TYP I °'' : ' 80. `` / . ; % i0� / 'cj�, Bl ' � 486.39 li � - /� ... .. Al. /�A 484'34 ' 4$5 5� . �I `� 1 V 1 Z,.r"1 X- M H STO W -1 -2 EXISTING WATER SERVICES 'a ,''� "NO PARKING" SIGN �� _4244 TO BE ABANDONED -id CONCRETE } j ° ,� _ �_ �/ ` Q , `•4� q B/C � MODIFY SIDEWALK AS SHOWN & B/C �r SIDEWALK 1 4$6,28 EXISTING WATER SERVICE TIE -IN PROPOSED SIDEWALK VERTICAL GRAPHIC SCALE 1JV j EXISTING 4 ATERLINE \ / � \ P / $ 1 �� � -__ -__- l / / �_ . _ '$1T 0 4 3'9 �P - PROPOSED MODIFICATION TO BE ABANDONED AT THE TO EXISTING S/W l 4 y 5 0 2.5 5 10 20 TO CURB AT ENTRANCE CORPORATION STOP. SUBJECT PROPOSED N..., 5 , _.: r S F / TO INSPECTION BY THE RWSA Eli imllm � L 2. is 6 PLANTING STRIP 'P F � \ - f:. //CONCRETE SIDEWALK g � \� ` °: /.: ^�.,�4,.�... -- � '" , S C` � PROPOSED GREENBELT TRAIL, L� -'. :, \ FC��i O VDOT STD. AND OPEN SPACE EASEMENT FOR ( IN FEET ) �g3.2,� 492 /. , \.�; f l G�� S O� CG -12 LANDSCAPE & SIDEWALK MAINTENANCE 'p ��O �j D 1 inch = 5 ft. \ / PROPOSED ON- STREET ..� z• 2 .. P� �C%- - i z ( CS `X S, �,,�0, DB.4497 PG.339, 332 PLAT Q�� INTERMEDIATE PARKING �P . 4'j �., ,- ti 0 5' CONCRETE SPACES 9'x20' 1 :.::: �ti• SIDEWALK r $ •:. L�- ° s VAR. WIDTH R/W G �� HORIZONTAL GRAPHIC SCALE ,Qn .,° 4 s.� DEDICATION TO VDOT q� �/� 50 0 25 50 100 200 ;- ¢ ��y D.B. 4497 PG. 323 � � � �/ GRASS MEDIAN BETWEEN `��pP :�y� - ,y PQ(�� 1��� �Oj. 8 0 PROPOSED OPEN SPACE EASEMENT \ i DRIVEWAYS tTYP.) /` / <t- `5 -- _ -_ - -.- /fj \\ O / �y :::,..: \ "" ♦ CAP '� FOR LANDSCAPE & SIDEWALK �`��, �� zo� 1, MAINTENANCE DB. PG. 2 PLAT 'p ' �� / Q♦ 4 3' '$ �t.�' rot t 4497 334.33 S'� ( IN FEET ) I3t 'LOCATION OF ON- STREET �- Q 83,E _ �± •yh ,Q �,,� 4 z.Sa ,::: i / w �>� %S ARKING SIGN / 4.5 4Q- �, 1 .,� t \ 1 inch = 50 ft. � V'DOT STD. CG -12 � !Z• pS,'S> PROPOSE D SIGN PROPOSED MH -11A /IS p� ° LOCATION / / ,' - 485 EXISTING MH- STONEWTR -1 -1 VAR. WIDTH ACCESS, LANDSCAPING & h az 56 MODIFY SIDEWALK AS SHOWN & onewtr1-z5 MAINTENANCE EASEMENT, SEE SHEET 5 Q' �' �� '' 4830 /; ; TIE -IN PROPOSED SIDEWALK RIM : 8/.419 :......::.. ` O � INV IN. 471.30 TO Existing MH- Stonewtr -1 -1 RIM:481.41 �r q TO EXISTING 5/W INV OUT. 471.10 TO RELOCATED MH -g EX INV IN. 1.60 3 s y 47 484-7 EP ' ; y1, y` �p� BLOCK B 5iw /�� �� \ GG RELOCATED MH -9 INV OUT. 471.40 TO PROPOSED MH -11A ..:� .. 48 091L �` ,' : ::. �i �1 $3 31 STA:0+24.18 �,... y�h 16,466 S.F. 4$4.04 �b /�� �� A 480 RIM :471.98 480 S / INV IN. 465.3o TO PROPOSED MH -11A "NO PARKING" SIGN O 48y. /. ^ ` - " 1� i EXISTING MH -8 INV OUT. 465.10 TO EXISTING MH -8 / ' C�Q'�p- C� / ' # , / ' -- -- - -- - - �. A STA:o +00.00 SANITARY SEWER TO BE ti '40 ,,� k6` L� /, PROPOSED 1o' PRIVATE - - _ =� \ ��Q RIM: o. ' � \ I � INSTALLED PER APPROVED P� tih �trO S 0P DRAINAGE EASEMENT _ \ 10 47 35 EXISTING GRADE y ° INV IN. 464.90 TO RELOCATED MH -g STONEWATER SITE PLAN ti P %� / a a o° �L �/� -9 j 3 L� �F� CO h s.s ROOF DRAIN `, ?v °° /V� EX INV OUT. 464.60 475 TOP M485 0 �o. ,Q� r°1 , J ♦♦Q♦ ' Ss 3 # iy / ' q ��cC� \ / INV OUT - 477.40 sp yoh PROPOSED 10 " ADS HDPE PROPOSED GRADE / \ �''� �h ROOF DRAIN SYSTEM r EXTEND SANITARY SEWER y�Q �Oj. 1 {� l _� / , ' CSA GENERAL WATER & SEW E CON IONS ROOF DRAIN CROSSING /. PROPOSED 4 1 / EASEMENT TO PROPERTY LINE \ sc<�, d� a 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY ACSA INSPECTORS. TH 47 0 pvC. gO - 470 / CONCRETE SIDEWALK , -- (ACSA) ' CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. EXISTING SANITARY \ j ° ° PROPOSED 4' WOODEN 16684 \ / EASEMENT s :5o BOARD FENCE 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE 9• �, �-� ___ �' /- • :. -� ' d :` °` WITH BRICK PIERS (40' O.C.) PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, 1. 8 PVC \ , ,- � LOCATE ALL /UNDERGROUND LINES AND STRUCTURES AS NECESSARY. Qa 2.88% 3.47 C PROJECT BOUNDARY 455 .. \ 465 _ /" 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER r r, NOTE: A SUBDIVISION PLAT IS REQIUIRED TO _J CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SUBDIVIDE THE LOTS AS SHOWN. / , / / �� , 8" PVC _ �• r,� / 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 20.18 LF @ o.gg% 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800- 552 - 7001). a J VAR. WIDTH ACCESS, LANDSCAPING & / EXISTING BABA WATER SERVICE %� 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE 3 FEET OF COVER MEASURED FROM T 450 460 ~MAINTENANCE EASEMENT, SEE SHEETS �, TO BE ABANDONED AT THE O HE TOP OF PIPE,, CORPORATION STOP. SUBJECT - OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. ao u, ,n M � L, L„ ,,,, 00 N M M LA M a) O) TO INSPECTION BY THE RWSA 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. ° h It Nt 41 } , RAI?,H/ , -SCALE l 8. VALVES ON 'DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE ( > 1 - / EXTENSION OF THE LINE. 20 / i i o ao s -O 0 +00 O O 1 +00 O 2 +00 2+ 0 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 1+ 5 5 IN F �4 ' 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EXISTIN(3l M H -S O N TR -s -s - EX. M14 - EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). �\ i i . 1 in,c = 0 ft t, ,.. - N� - I i OP O NP-1 SCO T R. OLLINS'20, Lie. No. 035791 �S _-OA E�o1 'EXISTING MH- STONEWTR -1 -2 M M Ln 'STA:o +oo.00 RI M:481.86 'INV IN. 472 °3o TO MH -21A 485 EX INV OUT. 472.10 485 N EXISTING GRADE a o N 48o LA co 48o rl 'PROPOSED GRADE w e�•1 N M 1p Llj Ou B' QvC 85% 3 NCL 475 132'S$�� 0 475 c Z Z O 4P- O O 470 ri / 00 LA N X M ei A 0 N C;) 00 ago M LA 00 °,°3 LL (20' FROM END OF RETURt4;) ° �5. R j �p�483 5$ �- ;.,y� PROJECT BOUNDARY ��� -0+ 5 0 +0 0 +50 1+ 0 1 +50 ' PROPOSED CONCRETE CG -gD / / \ 1 / �' � DRIVEWAY ENTRAIWCE (TYP I °'' : ' 80. `` / . ; % i0� / 'cj�, Bl ' � 486.39 li � - /� ... .. Al. /�A 484'34 ' 4$5 5� . �I `� 1 V 1 Z,.r"1 X- M H STO W -1 -2 EXISTING WATER SERVICES 'a ,''� "NO PARKING" SIGN �� _4244 TO BE ABANDONED -id CONCRETE } j ° ,� _ �_ �/ ` Q , `•4� q B/C � MODIFY SIDEWALK AS SHOWN & B/C �r SIDEWALK 1 4$6,28 EXISTING WATER SERVICE TIE -IN PROPOSED SIDEWALK VERTICAL GRAPHIC SCALE 1JV j EXISTING 4 ATERLINE \ / � \ P / $ 1 �� � -__ -__- l / / �_ . _ '$1T 0 4 3'9 �P - PROPOSED MODIFICATION TO BE ABANDONED AT THE TO EXISTING S/W l 4 y 5 0 2.5 5 10 20 TO CURB AT ENTRANCE CORPORATION STOP. SUBJECT PROPOSED N..., 5 , _.: r S F / TO INSPECTION BY THE RWSA Eli imllm � L 2. is 6 PLANTING STRIP 'P F � \ - f:. //CONCRETE SIDEWALK g � \� ` °: /.: ^�.,�4,.�... -- � '" , S C` � PROPOSED GREENBELT TRAIL, L� -'. :, \ FC��i O VDOT STD. AND OPEN SPACE EASEMENT FOR ( IN FEET ) �g3.2,� 492 /. , \.�; f l G�� S O� CG -12 LANDSCAPE & SIDEWALK MAINTENANCE 'p ��O �j D 1 inch = 5 ft. \ / PROPOSED ON- STREET ..� z• 2 .. P� �C%- - i z ( CS `X S, �,,�0, DB.4497 PG.339, 332 PLAT Q�� INTERMEDIATE PARKING �P . 4'j �., ,- ti 0 5' CONCRETE SPACES 9'x20' 1 :.::: �ti• SIDEWALK r $ •:. L�- ° s VAR. WIDTH R/W G �� HORIZONTAL GRAPHIC SCALE ,Qn .,° 4 s.� DEDICATION TO VDOT q� �/� 50 0 25 50 100 200 ;- ¢ ��y D.B. 4497 PG. 323 � � � �/ GRASS MEDIAN BETWEEN `��pP :�y� - ,y PQ(�� 1��� �Oj. 8 0 PROPOSED OPEN SPACE EASEMENT \ i DRIVEWAYS tTYP.) /` / <t- `5 -- _ -_ - -.- /fj \\ O / �y :::,..: \ "" ♦ CAP '� FOR LANDSCAPE & SIDEWALK �`��, �� zo� 1, MAINTENANCE DB. PG. 2 PLAT 'p ' �� / Q♦ 4 3' '$ �t.�' rot t 4497 334.33 S'� ( IN FEET ) I3t 'LOCATION OF ON- STREET �- Q 83,E _ �± •yh ,Q �,,� 4 z.Sa ,::: i / w �>� %S ARKING SIGN / 4.5 4Q- �, 1 .,� t \ 1 inch = 50 ft. � V'DOT STD. CG -12 � !Z• pS,'S> PROPOSE D SIGN PROPOSED MH -11A /IS p� ° LOCATION / / ,' - 485 EXISTING MH- STONEWTR -1 -1 VAR. WIDTH ACCESS, LANDSCAPING & h az 56 MODIFY SIDEWALK AS SHOWN & onewtr1-z5 MAINTENANCE EASEMENT, SEE SHEET 5 Q' �' �� '' 4830 /; ; TIE -IN PROPOSED SIDEWALK RIM : 8/.419 :......::.. ` O � INV IN. 471.30 TO Existing MH- Stonewtr -1 -1 RIM:481.41 �r q TO EXISTING 5/W INV OUT. 471.10 TO RELOCATED MH -g EX INV IN. 1.60 3 s y 47 484-7 EP ' ; y1, y` �p� BLOCK B 5iw /�� �� \ GG RELOCATED MH -9 INV OUT. 471.40 TO PROPOSED MH -11A ..:� .. 48 091L �` ,' : ::. �i �1 $3 31 STA:0+24.18 �,... y�h 16,466 S.F. 4$4.04 �b /�� �� A 480 RIM :471.98 480 S / INV IN. 465.3o TO PROPOSED MH -11A "NO PARKING" SIGN O 48y. /. ^ ` - " 1� i EXISTING MH -8 INV OUT. 465.10 TO EXISTING MH -8 / ' C�Q'�p- C� / ' # , / ' -- -- - -- - - �. A STA:o +00.00 SANITARY SEWER TO BE ti '40 ,,� k6` L� /, PROPOSED 1o' PRIVATE - - _ =� \ ��Q RIM: o. ' � \ I � INSTALLED PER APPROVED P� tih �trO S 0P DRAINAGE EASEMENT _ \ 10 47 35 EXISTING GRADE y ° INV IN. 464.90 TO RELOCATED MH -g STONEWATER SITE PLAN ti P %� / a a o° �L �/� -9 j 3 L� �F� CO h s.s ROOF DRAIN `, ?v °° /V� EX INV OUT. 464.60 475 TOP M485 0 �o. ,Q� r°1 , J ♦♦Q♦ ' Ss 3 # iy / ' q ��cC� \ / INV OUT - 477.40 sp yoh PROPOSED 10 " ADS HDPE PROPOSED GRADE / \ �''� �h ROOF DRAIN SYSTEM r EXTEND SANITARY SEWER y�Q �Oj. 1 {� l _� / , ' CSA GENERAL WATER & SEW E CON IONS ROOF DRAIN CROSSING /. PROPOSED 4 1 / EASEMENT TO PROPERTY LINE \ sc<�, d� a 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY ACSA INSPECTORS. TH 47 0 pvC. gO - 470 / CONCRETE SIDEWALK , -- (ACSA) ' CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. EXISTING SANITARY \ j ° ° PROPOSED 4' WOODEN 16684 \ / EASEMENT s :5o BOARD FENCE 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE 9• �, �-� ___ �' /- • :. -� ' d :` °` WITH BRICK PIERS (40' O.C.) PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, 1. 8 PVC \ , ,- � LOCATE ALL /UNDERGROUND LINES AND STRUCTURES AS NECESSARY. Qa 2.88% 3.47 C PROJECT BOUNDARY 455 .. \ 465 _ /" 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER r r, NOTE: A SUBDIVISION PLAT IS REQIUIRED TO _J CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SUBDIVIDE THE LOTS AS SHOWN. / , / / �� , 8" PVC _ �• r,� / 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 20.18 LF @ o.gg% 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800- 552 - 7001). a J VAR. WIDTH ACCESS, LANDSCAPING & / EXISTING BABA WATER SERVICE %� 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE 3 FEET OF COVER MEASURED FROM T 450 460 ~MAINTENANCE EASEMENT, SEE SHEETS �, TO BE ABANDONED AT THE O HE TOP OF PIPE,, CORPORATION STOP. SUBJECT - OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. ao u, ,n M � L, L„ ,,,, 00 N M M LA M a) O) TO INSPECTION BY THE RWSA 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. ° h It Nt 41 } , RAI?,H/ , -SCALE l 8. VALVES ON 'DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE ( > 1 - / EXTENSION OF THE LINE. 20 / i i o ao s -O 0 +00 O O 1 +00 O 2 +00 2+ 0 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 1+ 5 5 IN F �4 ' 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EXISTIN(3l M H -S O N TR -s -s - EX. M14 - EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). �\ i i . 1 in,c = 0 ft t, ,.. - N� - I i OP O NP-1 SCO T R. OLLINS'20, Lie. No. 035791 �S _-OA E�o1 M M M Ln I M (yi 0) N rn a o N LA co rl w w e�•1 N M 1p Llj Ou CL NCL W 0 c Z Z O vQi O O M j O LL Q F°z W t- U)) O Z 03 Imo- z I}- z in Z iR mX \+ • � z U U � O �- Z O O a W ° z uj V U Zp OV o ,0 ° 0 z O N J Q w Q Q 3 c c 0- J Z M Q M ) Q D w < m m W Z _j J J Z I- Q w Q Q LL a� O N Q w w w w / r�.iy� T a•' a W a a a a W .° 5 '3 Ow a w w a ('n W- iX Y V // w 0 WN z `" o w Ln w w w w W z EX a a � _ J o° v0 o `o �n M M M I M (yi 0) N rn a o N co rl e�•1 N M 1p I M (yi 0) N 4 co a� o CL NCL 0 c 0 N a M j uj ° m F°z c Z iR _I \+ • � z -a � _J J) U) o z W vJ W ° z uj C J o v o ,0 ° O O Z 6 Z C: 3 c c 0 Q ) _ W O 3 U CL ,m d L .o X Fmw a� Y cs / r�.iy� T a•' a W E '0 ul W .° 5 '3 zv, ('n iX Y V // w 0 WN z o W Lu w v W z z � _ J o° v0 o `o �n 0 o ° W �v U) U O LJ.. � U ID , � o° Q N �m E" w J V' $ ., a w t-u = U -0 d to o°, of SCALE w y ° '� v ? AS SHOWN a �L c N 0 SHEET NO. 0.0 3 °� a F- 3 LIST I- GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PRRMIT 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 DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3• EROSION AND SILTATION CON 7ROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS7RUC770N. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF 77 -IE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE W9RGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY IMTH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL. GOVERN 77-IE MA7ERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. Z WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN 7HE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY W1TH SUI TABLE MA TERIAL TO 7HE SA TISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA 77ON SHALL BE CLEARED AND GRUBBED FOR 7HE ENTIRE EASEMENT. OTHER 7REES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETA 77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 7HE CONSTRUCTION OF 7HE SUBGRADEE, PA YEMENI 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMI T7ED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 77-IE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORREC770N. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE 1S PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMI TIED SHOWING THE MATERIAL MEETS REQUIRED GRADA 77ON FOR TYPE I, ll, OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF 77-IE INSTALLA 77ON OF THE AGGREGATE BASE. IN THE EVENT THAT 7HE SURFACE COURSE IS APPLIED PRIOR TO 601 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGA 7E SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREA7MENT IS APPLIED. Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 @ 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICARONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED W17HIN THE RIGHT OF WAY. ONLY 77-IOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMI T ISSUED BY VIRGINIA DEPARTMENT OF IRA NSPORTA TION MA Y BE LOCH TED W177-IIM THE STREETS RIGHT OF WA Y. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP MIN A MIN /MUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRA /NS (CD -1 OR CD--2 OR U0-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIF7EEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH 77-IE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICA 77ONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 771E SA 77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. (VARIABLE W1D TH) 4" CONC. (3000 PSI AT 28 DAY, OR STONGER) T G I _/­I J I VU V L_ "/-i J1- CONCRETE SIDEWALK NO SCALE cc-GD !^ iii A Traffic Generation Summary ENTRANCE 4'-0^ Wt. !' Yz WIDTH of ENTRANCE n, �ST�iw a-o LIMITS OF RIg EXPAHS10tt JOINT Pavement Design , ...IL _ _ PEDESTRIAN ROUTE tl19 �' -fY' MINA single fam. Residential 34 SF + 50 MF RC . 0.. -IRA 5._W , 633 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30 -90 -130 13.1 4' SIDE{ JIC ORp= SPAN 34 10 E M4CVEL gUTTE*R VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30 -90 -130 B.1 PEDESTRIAN ACCESS ROUTE DETAIL EXPANSION JOINT D D cr' w ADDITIONAL RIGHT -OF -WAY IS RE IF THE WITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EMSTNG OR PROPOSED �+ Design ADT VOOT RIGHT -OF WA UNPAVED SPACE � � DETAIL TO BE USED WHEN THE COMBINED WIDTH OF h a UNPAVED SPACE AND SIDEWALK SPACE IS LESS THAN r. b a Sub -base FLOW I•* $ Dp "TM OF GUTTER ENTRANCE WIDTH 340 0 DESIRABLE UNUM -EXPANSION JOINT ABS YD!' 4 TR ® PEOES IAN ACCESS ROUTES PROVOS A CONTf<NWt15 11.00 sm9.5 UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT • d • . PATH CI)NNHN CTNG ALL ACCESSIBLE ELEMENTS OF A EDGE OF PAVEMENT bm25 F APE EST BLE APPROAC". ENTERED AM e. • ii. • !i. 1V 21A USW BY A �a + 11.74 a•a•a a�aa. HALF PLAN 0 MF IF PEDESTRIAN ACCESS RQJIES JYiE DE71G PR A IMNHisH 4' TRAVF WIDTHS SECTION 8-8 4 4 REOIJHED WITH A MAX. 2Z CROSS SLOPE. WHEN USED IN CONAINCTION WITH STANDARD �" a•'0 "� CO-3 OR CG-7 THE CURB FACE ON THIS THE NOINTNABI E CONPIGRT TIOMAU.T"" � • MJUS *01 TO BOX CHANCE PARABOLIC CURVE FACE OF CURB a • "s. * . a- SIDEWALK p SPACE [SPACE NORMAL CUTTER T27 MAX. SLOPE s 1 _ Al e SECTION C -C s crass AT ! Sa CONC. 46° R ". I o.+e.e.000QTaSmo•ta : bo4 4 !P o° a o. a b • 6" AGdi. BASE I z sHZE 218 FOR CURB AND GUTTER ONLY III �PONT OF (VtAOE CHANCE b • s. FOR SIDEWALK, CURB AHO BL1LT CONCUI R LY ta• a• ti. .eau.. Z Z T2 X MIA0HlA1 INCREASE N SLOPE AT MNHWNNA 70' INTERVALS • a0 ea :-a . as SECTION A -A x x Z 3 X MaXItAJM{ DECREASE N SLOPE FOR FIRST 10' INTERVAL AND 8 X MAIGMUM DECREASE FOR SUCCEEDING UNIANU 10' NTERVA.S SECTION D -D 203.03 2" SM -9.5A SURFACE COURSE BASENCRS O�EAV COMPACTED SUBGRADE STANDARD ENTRANCE GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION 1_27m�2 DRIVEWAY PAVEMENT NO SCALE Table 4: Pavement Design DOT Pavement Design Guide) !^ iii _ Traffic Generation Summary Location Use Num Units, SF ADT /unit � 4 Pavement Design Penfield Lane- intersection of Rio .Road and Penfield Lane single fam. Residential 34 SF + 50 MF l OADT + 5.86 ADT 633 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30 -90 -130 13.1 Penfield Lane - intersection of Treesdale /Stonehenge Way and Penfield Lane single fam. Residential 34 10 • D VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30 -90 -130 B.1 D single fama Residential D D 50 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp PENFIELD LANE 340 0 340 4 4 11.00 sm9.5 2 1.67 bm25 3 1.6 21A 6 0.6 11.74 TREESDALFISTONEHENGE WAY 293 0 293 4 4 10.49 sn-9.5 2 1.67 bm25 3 1.6 21A 6 0.6 11.74 PENFIELD PLACE 50 0 50 4 4 4.33 sm9.5 2 1.67 bm25 3 1.6 21A 5 0.6 11.14 PENFIELD LANE(h tersection with Rio Road) 633 0 633 4 4 13.17 sm9.5 2 1.67 bm25 4 1.6 21A 8 0.6 14.54 Rio Road Lane Improvements Q �� o v= sm12.5 11.5 1.67 bm25 6 1.6 21B 8 0.6 16.91 u = LU F' Z im19a 12 11.67 bm25 14 LLI J 1.6 121A 18 OZ 0.6 14.54 r -T' ♦ D e Cc-e NOTES: L TIN$ ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE_ 4000 PSI IF PRECAST. 3. COMBNATipi CURB & WTTER HAVING A RADIUS OF 300 FEET OR LESS MOM FACE OF CURB) SHALL t�E PAID FOR As RADIAL. COMBINATION CURB & 4- FOR USE WITH STABILIZED OPEN - GRADED ORANAGE LAYER. LTLHE BOTTOM OF THE CURB •ro THE�SI.OPE�f CdJR�S'fsPARALLEi AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF C0.6 5 BASED ON ROADWAY CLASSIFICATION R AS DESIGN SPEED AS SHOWN N APPENDIX A OF THE VOOT ROAD DESIGN MANUAL. THE BOTTOM OF THE CURB AM GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A kwam DEPTH OF r' IN MMNNTANEO. TINS MEA MAYBE CONCRETE AT THE OPTION OF THE CONTRACTOR RFICATION °�E COMBINATION 6" CURB & GUTTER Sm VIRGINIA, DEPARTMENT OF TRAI"APORTAI" I NSERTALBLE SHEET A59 201.03 0 TYPE C PARALLEL & PERP00CAILAR a IT Oft ° a 0 a 0 0 0 :F o✓Da Coco 006000 A M' " DETECTABLE SURFACE GENERAL � At IMMOMAWk Fl; j Table 3: Traffic Generation Summa y ___j � iii _ Traffic Generation Summary Location Use Num Units, SF ADT /unit ADT Source Penfield Lane- intersection of Rio .Road and Penfield Lane single fam. Residential 34 SF + 50 MF l OADT + 5.86 ADT 633 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30 -90 -130 13.1 Penfield Lane - intersection of Treesdale /Stonehenge Way and Penfield Lane single fam. Residential 34 10 • D VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30 -90 -130 B.1 D single fama Residential D D 50 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30 -90 -130 B.1 Treesdale /Stoner Way nge y � mily 50 5.86 293 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30 -90 -130 B.1 Min. Int. Sight Dist. Ft. Min. travelway width ft. Min. ROW width Min. shoulder width Sources for Standards PENFIELD LANE PUBLIC 25 200 10% 12 26 155 280 28 40 3 Table 1 - VDOT Sub. Str. Req. TREESDALFJSTONERENGE WAY PRIVATE 20 THE BOTTOM OF THE CURB AM GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A kwam DEPTH OF r' IN MMNNTANEO. TINS MEA MAYBE CONCRETE AT THE OPTION OF THE CONTRACTOR RFICATION °�E COMBINATION 6" CURB & GUTTER Sm VIRGINIA, DEPARTMENT OF TRAI"APORTAI" I NSERTALBLE SHEET A59 201.03 0 TYPE C PARALLEL & PERP00CAILAR a IT Oft ° a 0 a 0 0 0 :F o✓Da Coco 006000 A M' " DETECTABLE SURFACE GENERAL � At IMMOMAWk Fl; j Table 3: Traffic Generation Summa y ___j � iii _ Traffic Generation Summary Location Use Num Units, SF ADT /unit ADT Source Penfield Lane- intersection of Rio .Road and Penfield Lane single fam. Residential 34 SF + 50 MF l OADT + 5.86 ADT 633 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30 -90 -130 13.1 Penfield Lane - intersection of Treesdale /Stonehenge Way and Penfield Lane single fam. Residential 34 10 340 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30 -90 -130 B.1 Penfield Place single fama Residential 5 10 50 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30 -90 -130 B.1 Treesdale /Stoner Way nge y � mily 50 5.86 293 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30 -90 -130 B.1 Min. Int. Sight Dist. Ft. Min. travelway width ft. Min. ROW width Min. shoulder width Sources for Standards PENFIELD LANE PUBLIC 25 200 10% 12 26 Table 5: Stniet Design � iii _ \ N \ 1 �c o M -� o `i o ri N O M O ti O H N ri e`•I N M t_O N Street Design Data Street Public or Private Maintenance Design Speed mph Min. CL radius ft. Max. Grade Min K crest Min K sag Min. Stopping Sight Dist. Ft. Min. Int. Sight Dist. Ft. Min. travelway width ft. Min. ROW width Min. shoulder width Sources for Standards PENFIELD LANE PUBLIC 25 200 10% 12 26 155 280 28 40 3 Table 1 - VDOT Sub. Str. Req. TREESDALFJSTONERENGE WAY PRIVATE 20 120 10% 12 26 155 280 28 40 3 Table 1 - VDOT Sub. Str. Req. PENFIELD PLACE PUBLIC 25 200 10% 12 126 w 155 280 28 40 3 Table 1 - VDOT Sub. Str. Req. O t LiU � LaJ In z t!) z oW to Lai } Q W L w �o 3 U _O tA 0 Z o7i Z Z in J T W 3 C N i Q �� o SCOIF R_'%MLLINSZ Lic. 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TABLE 3.35-A _ - -_ __ -- "� -�=`., ; _..� --== --- ' -- _ _ _ _ -LOCATION OF ON- STREET l 0 PARKING SIGN/ ❑ T. itrrilanf�rarirrgc+ a�idedrpliiuorirceAtnbeaa�rarl}, � T , p \ ❑ 1,�aii narKtz rr'pmt tivof�cing OAC.AI�TiI"`.l1+IULCH 14 Nr .+'ll'IALS AND APPLICATION RATt+S C� \ ° ❑ orade es. dnatree:'aWl.arualla; / �. --OPEN S,PA AS< / ° ° trcitifiin•� nr uumulin� Tx°rlmd fihetitities . :reicircirtg. 1 - = ' 54( 98 . F,� RATES:_ _ p ° ❑. ariltmastttbasae , istlattb mimedx�xthpnntaraufsnatahc�ghcc�eaa} 1aui�torgnlpnsemepatatcvs.• MULC.�'IIES; © Vn :hall } eprnwrbtthe {rteniiaektnpphasbeanrrl rlandapYrtaysxt1� areun laopedor. Per ACCEi i �0 EL�. Jt / -f NOTE: SIGNS TO INDICATE Straw r 1' - 2 ions 70 - 9t lbs Free from weeds and o ars 1. x / \ ❑ lnxptta+ ssahun- emdlacdsxucnmurcashallbsxc +n.KUdu�ththccvnlracuwtcartalc .. PARKING IS ALLOWED (Minimum 2 matter. Most be aa�wrcd. ! _ _ -. -.� i / __ . �._ _ - - i / ,' //, :; .° l �\ a •, ° . : / 4. � ratutOpera8ona■iStorasa - ON- STREET BETWEEN THE �� :. .. tons liar Spread wlt6`:mulch blower �- �> 1� / � / / 4 :�• / ltCj,*,1TnnAh0: f'Immt N ❑ iT. arseoquipmcat.. e.+ fficvtLxrThaCTivauduucagr,* ufctelslntcttunm�Tm�mcIutthx�x�9iyLaitnuttxji .arm tlr7plma winter Cover or band. z SIGNS LOCATED ON i A Mbesaeed '` \ (' TREESDALEWAY& �. TREES ALE Fiber lilt 3 1b5. Do not use as mulch for / _..` X s. ;tali Rroebr awl A Rawl tug ngua ft 1hskm: i Mu Slnitlitutt 5 � \ / ,% J STONEHENGE W Y � � o ❑ tindi ter4c ahalf;nM arlveraY.affert trace txf beat DEV MENT \ f t5()tl lbs. winter caner or during hot,. - \ Li dry periodO Apply as / - � (33) fCj i (1) A \ ❑ iom are not iitedviiNn106feeetofthe&i. lineoftr�aenbesavte& _y' -� / / a OPEN'SPACE EASEMENT ! ,. / _ s - 5 I .. C d d in 4-6a / '' -, ❑ r,,u��tt «,Ttc:�i�tutt�.t>M =�.�a �mm l�rar«.,r�'xmp�. u »W �,�.�. C':nrtt Stalks �1 !i tom 18.. 2'7� to ui or sllr+�d a FOR LANDSCAPE &SIDEWALK . / / \ lengths. Air - dried. Do not -.-/MAINTENANCE DB. PG. 2 PLAT / � !° ,•. �, +�.a�t�e �.•a�r - - 4497 334, 33 :. •� C� - ®-- .� _ A" In fine turf areas, TreecYtaratainissit9tittlt ? nfa huildi nrnraltrt�adis9tv:Jtallbe. ►nentin O ! \ tae( prnrnaad ' _ lrMested :�t �x.CANmtrTri: hm attl;t dtn <stxmitntah�m. Wil}1 111111011 hlaWei• 0r ❑ Funcrin� shall lw.ir pt»tx hf»i �}ml) be �x�i mxi e�rz . cxl.lry yrcu po RTa ,_., fr . � [] 11;henha grewxa lv 1 t be raiseditkia ttut dripinac of a tree tc+ be saeeul a tev� s4rltlrtit ltrprrs„soa.aod a coctioaaerail / \. \ n»t. Wood Chips +� ' 6 tons 185 - 2751bs. Free, of CoAtSC matter, A1r / \ \\ Nthirtit[ealrtn dried, Treat with I2 Ibs / \ ; - / / - d GREENWAY rte ' " \ \ / 3 + : \ / i � i�► ';tree � �, � nitrogen . per. ton. Do 1nat % .. uJivn tla aran�l Y. sad nniat tw itswer•dthin iuc iii a ttrrie br s>niAd fmt+c�U dal! bt+ pmFititxi; turd _sauahtxan tkNail \ / \r _ 1 _ ACCESS-AND l i + / user in fine turf areas. Apply _ iJ \ •i blower, TORMWAT v� th mulch b Owe ,chip -S E.R/ t t. Tsr ■mil r�4. tr fir», / r red rthmfheltrnttcpfelean rc�hnllbadnaenafar ir�tmttseirnttil �ftree? asp vmthle. funnelrn� �li�.Il(tICT or Band, � Q' undef.� larg..liv� shalt b.. t��asidtsrtl � aaetternetiveevi�aitis anlicipatetl ilsta n�asatsr treaclaa$ �Ii dcstrg faxl�rc+l�s. LOT � --- ,' �� " �• 4 '. i Bark Chr s 5� - 70 cu. 1 � �. •ds. Free of coarse niatser. Au� MAI NTENANC� S.F. • ,n fide ] s 5,896 /// '❑ 1'tut�xdrvr kaY,�argt uhail be thv l■al rham :a>arrc�l attnr� qw izaal cl�. #?i yd,.. , dried• � ;not use EASE 1 V i G � \ 1 !/ Shredded turf areas. , Apply with - \ ,�� O is na r hander, / T hi ` P / ... , .. Bark mulch blower r _ , ❑ Dacta�c3lnarf. srLailt�uutt�elnta�chm�lybv} nttmng, Cczt�i�ucmvrrltxa^ utaYunlar�amm���k .11�a1zccapc+caahaL. a p _ \ / S i .. ... :. .. ..pVi?� llil ' 1Y' rUt�?\ FffiKtrYirllJlL1tG41�' Yltt14�1' tliCUl +l.lHk:LCti�TS1C3t1"A7l(l't R/ Q NOTE: ft l91111:.11hE�lUPLK'5 -111rS . � Ll -�' 1RP,otmgxar_N-rs. APING / + . •^ �, � > VAR WIDTH ACCESS, LANDS & / �J� * Vi available When straw "" / ✓ :. �. / MAINTENANCE EASEMENT i then fiber mulch 1s the only xr,arlable :mulch during periods ct1 �- / should be 'used, apply at a minimum. rate of 2QI301bs. /ac. or 45 lbs. /1(X10 sq ft. txk 1'Cllttil /i31?It:4K:ryVVRK S/1lt16. PAge 1,43f 1 / •+' .'l /! # / / r Source. Va. DSW C / \ . / /O/. - -/ LO OP / 6,r, F, PLANTING SHRUBS: / V GENERAL LAN CAPE REQUIREMENTS: J _ 12. EXCAVATE PITS OR TRENCH TO 1 -1/2 TIME DIAMETER OF BALLS / 1. SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL OR CONTAINERS, OR 1' -0" WIDER THAN SPREAD OF ROOTS, AND 3" \ ��8 , yr' . C ° n PLANTING TIMES WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) DEEPER THAN REQUIRED FOR POSITIONING AT PROPER HEIGHT. Gl / /' :. ' O% / /.: 1 /'WORK. LIGHTLY COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING / \ ~ 7) - i LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANTS. BACKFILL AROUND PLANTS WITH TOPSOIL, COMPACTED TO / PLANT, FOR REVIEW BY ARCHITECT PRIOR TO START OF PLANTING. ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY AS LAYERS ; \ ARE PLACED. FORM GRADE SLIGHTLY DISHED AND BERMED AT EDGES / rVAR. WIDTH ACCESS + K (j �' S /I SC T R. COLLINS% Lic. No. 035791 ,2� 6 �� _ONAL E t tA 4 to W H H yl) -, Z Z Z d z W W WE U .� Q 0 W C) to U U p v, ° ¢ F_ w I- o2f to m O = W ` p W o= U o Zozz _jo��Q 0Z OJ F Q J Q Q 0 N.r J Z o_ W W J N Q W Q w Z Q Q Z LL O W J M Ix � W d W O `n `" W W W 0 W W W 0r N 0x ft: 0� W M M M ri <T O O N AR ACER RUBRUM RED MAPLE 11/2" cal. 397 4 1,588 PA PLATANUS ACERIFOLIA LONDON PLANETREE 31/2" cal. 479 12 5,748 QP QUERCUS PHELLOS WILLOW OAK 11/2" cal. 370 4 1,480 UP ULMUS PARVIFOLIA'ALLEE' ALLEE ELM 31/2" cal. 483 9 4,347 MG I MAGNOLIA GRAN DI FLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 6'4 ht. 1 82 1 26 2,132 SHRUBS CA CLETHRAALNIFOLIA SUMMERSWEETCLETHRA 18" ht. min 16 21 336 FM FOTHERGILLA MAJOR'MOUNT•AIRY' MOUNT AIRY FOTHERGILLA 18" ht. min 20 21 420 IC ILEX CORNUTA'DWARF BURFORD' DWARF BURFORD HOLLY 18" -30" ht. 14 33 462 IV [TEA VIRGINICA HENRY'S GARNET' HENRY'S GARNETSWEETSPIRE 18° ht. min 64 I 51 3,264 IG ILEX GABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24" -30" ht, 23 46 1,058 VB VIBURNUM x BURKWOODII BURKWOOD VIBURNUM 30" -36" ht. 22 33 726 TOTAL CANOPY 21,561 \ / / OF EXCAVATION. APPLY 2" MULCH OF PEAT, STRAW OR OTHER 3. PLANT SIZE AND QUALITY: PROVIDE SIZES OF PLANTS AS RECOGNIZED ORGANIC PLANTING MULCH. ;, ' , LANDSCAPING & / SHOWN OR SCHEDULED, CONFORMING TO ANSI Z60.1 "AMERICAN jJ.L \ ®� C:. e..... ` MAINTENANCE / STANDARD FOR NURSERY STOCK" FOR SHAPE AND QUALITY. ST T DAMAGED BRANCHES IMPROVE �' (24) 13. PRUNE SHRUBS O REMOVE G D \.�:. %. EASEMENT / � NATURAL SHAPE, THIN OUT STRUCTURE AND REMOVE NOT MORE THAN / LOCATION OF ON- STREET, ::." :::a / \/ 4. FURNISH BALLED AND BURLAPPED (B &B) SHRUBS, EXCEPT 15% OF BRANCHES. / / CONTAINER -GROWN PLANTS MAY BE FURNISHED IF INDICATED SIZE IS / PARKING SIGN : . :.; + / - -BELOW LIMIT ESTABLISHED IN ANSI Z60.1. PLANTING GROUND COVER: - / (2o' FROM END OF RETURN) i x \ 0%` PROPOSED ' WOODEN BOARD / .,--'i � � : � / ' �o / ".' - ` �- FENCE WITH BRICK PIERS (40' O.C.) / C� / - /__\,/5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR / d INTEGRAL PEAT POTS. BEEN TSTRIPPIED�O DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT / \ + + a ° \ \ 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE / 15. LOOSEN SUBGRAQE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL \ i� \ \ ' �O M \. ERIOD AND UNTIL FINAL ACCEPTANCE. RIPPED AN SPREAD TOPSOIL TO DEPTH OF 4" EXCEPT / / (7 A HAS BEEN ST D E \ 7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE AS OTHERWISE INDICATED. \� \ \ / (16) IV �,? //. MC6 `- YEAR AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY 16. SPACE PLANTS 2' -0" APART BOTH WAYS, EXCEPT AS OTHERWISE MG _4 ESULT FROM NEGLECT BY OWNER, DAMAGE BY OTHERS, AND INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ~ t a ` / (' �l1NUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL. REPLACE AT ' ROOTS. COMPACT BACKFILL TO ELIMINATE VOIDS, AND LEAVE GRADE �' \ O� P> fQ�y ' / OPTIMUM PLANTING TIME. SLIGHTLY DISHED AT EACH PLANT. WATER THOROUGHLY. APPLY 2" Q��� -, / M )AULCH OF SHREDDED HARDWOOD, BARK CHIPS, PEAT, STRAW OR / `+' 8. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANY) SHOWN AS , 'OTHER RECOGNIZED ORGANIC PLANTING MULCH OVER ENTIRE PLANTING / LOCATION OF ON- STREET ' Q' .i :(� f d- AVAILABLE FOR REUSE AT SITE. PROVED CLEAN, FERTILE, FRIABLE, * t + Q `NATURAL LOAM OBTAINED FROM A LOCAL, WELL DRAINED SOURCE. BED, LIFTING PLANT FOLIAGE ABOVE MULCH. / PARKING SIGN \ f °° ° �� o 20 FROM END OF RETURN `9. PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, /( iTYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PROVIDE PROTECTIVE COVER FOR SEVERAL DAYS. Z PARTICULAR PLANT MATERIAL TO BE PLANTED. MIX PEAT HUMUS (FS a LANDSCAPE MAINTENANCE: / ' ` ��� �` N Q -P -166) WITH TOPSOIL IN THE RATIO OF 1: 3 FOR USE IN PLANTING. ° ! ° T FOR BASIS OF QUANTITY, ASSUME TOPSOIL WHICH HAS NOT BEEN MAINTAIN LANDSCAPE WORK FOR A PERIOD F 60 DAYS / ° FM ` 18. M E OD 0 (7) STRIPPED IS 4" IN DEPTH. IMMEDIATELY FOLLOWING COMPLETE INSTALLATION OF EACH MAJOR ' "• --d- : =;.. � .� I � `� CATEGORY OF WORK. INCLUDE WATERING, WEEDING, CULTIVATING, N v 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND RESTORATION OF GRADE„ PRUNING SHRUBS, PROTECTION FROM 1) �Q (16) VB , �' 0) COVER WITH A 5 -10 -5 (5% NITROGEN, 10% PHOSPHORUS AND 5% INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS 1 POTASH) COMMERCIAL FERTILIZER, APPLIED AND MIXED AT RATE OF NEEDED TO ENSURE NORMAL GROWTH AND GOOD HEALTH FOR LIVE ` NOT LESS THAN 0.25 LBS. PER CU. FT. OF SOIL AND HUMUS. PLANT MATERIAL. 11. FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH - NITROGEN \ CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% / / �l / �/ y POTASH AND SNOROGEN IN NITROGEN SUFFICIENT QUANTITY TO SUPLAWN AREA. OPEN SPACE EASEMENT / �/ 1 Y ( \ s; `: FOR LANDSCAPE & SIDEWALK ; y` ° MAINTENANCE DB °4497 PG °334,332 PLAT, / LOCATION OF ON- STREET QQ` / " PARKING SIGN--\ "- �-r O 04" . PLANT SCHEDULE M M M ri <T O O N AR ACER RUBRUM RED MAPLE 11/2" cal. 397 4 1,588 PA PLATANUS ACERIFOLIA LONDON PLANETREE \ / / OF EXCAVATION. APPLY 2" MULCH OF PEAT, STRAW OR OTHER 3. PLANT SIZE AND QUALITY: PROVIDE SIZES OF PLANTS AS RECOGNIZED ORGANIC PLANTING MULCH. ;, ' , LANDSCAPING & / SHOWN OR SCHEDULED, CONFORMING TO ANSI Z60.1 "AMERICAN jJ.L \ ®� C:. e..... ` MAINTENANCE / STANDARD FOR NURSERY STOCK" FOR SHAPE AND QUALITY. ST T DAMAGED BRANCHES IMPROVE �' (24) 13. PRUNE SHRUBS O REMOVE G D \.�:. %. EASEMENT / � NATURAL SHAPE, THIN OUT STRUCTURE AND REMOVE NOT MORE THAN / LOCATION OF ON- STREET, ::." :::a / \/ 4. FURNISH BALLED AND BURLAPPED (B &B) SHRUBS, EXCEPT 15% OF BRANCHES. / / CONTAINER -GROWN PLANTS MAY BE FURNISHED IF INDICATED SIZE IS / PARKING SIGN : . :.; + / - -BELOW LIMIT ESTABLISHED IN ANSI Z60.1. PLANTING GROUND COVER: - / (2o' FROM END OF RETURN) i x \ 0%` PROPOSED ' WOODEN BOARD / .,--'i � � : � / ' �o / ".' - ` �- FENCE WITH BRICK PIERS (40' O.C.) / C� / - /__\,/5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR / d INTEGRAL PEAT POTS. BEEN TSTRIPPIED�O DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT / \ + + a ° \ \ 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE / 15. LOOSEN SUBGRAQE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL \ i� \ \ ' �O M \. ERIOD AND UNTIL FINAL ACCEPTANCE. RIPPED AN SPREAD TOPSOIL TO DEPTH OF 4" EXCEPT / / (7 A HAS BEEN ST D E \ 7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE AS OTHERWISE INDICATED. \� \ \ / (16) IV �,? //. MC6 `- YEAR AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY 16. SPACE PLANTS 2' -0" APART BOTH WAYS, EXCEPT AS OTHERWISE MG _4 ESULT FROM NEGLECT BY OWNER, DAMAGE BY OTHERS, AND INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ~ t a ` / (' �l1NUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL. REPLACE AT ' ROOTS. COMPACT BACKFILL TO ELIMINATE VOIDS, AND LEAVE GRADE �' \ O� P> fQ�y ' / OPTIMUM PLANTING TIME. SLIGHTLY DISHED AT EACH PLANT. WATER THOROUGHLY. APPLY 2" Q��� -, / M )AULCH OF SHREDDED HARDWOOD, BARK CHIPS, PEAT, STRAW OR / `+' 8. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANY) SHOWN AS , 'OTHER RECOGNIZED ORGANIC PLANTING MULCH OVER ENTIRE PLANTING / LOCATION OF ON- STREET ' Q' .i :(� f d- AVAILABLE FOR REUSE AT SITE. PROVED CLEAN, FERTILE, FRIABLE, * t + Q `NATURAL LOAM OBTAINED FROM A LOCAL, WELL DRAINED SOURCE. BED, LIFTING PLANT FOLIAGE ABOVE MULCH. / PARKING SIGN \ f °° ° �� o 20 FROM END OF RETURN `9. PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, /( iTYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PROVIDE PROTECTIVE COVER FOR SEVERAL DAYS. Z PARTICULAR PLANT MATERIAL TO BE PLANTED. MIX PEAT HUMUS (FS a LANDSCAPE MAINTENANCE: / ' ` ��� �` N Q -P -166) WITH TOPSOIL IN THE RATIO OF 1: 3 FOR USE IN PLANTING. ° ! ° T FOR BASIS OF QUANTITY, ASSUME TOPSOIL WHICH HAS NOT BEEN MAINTAIN LANDSCAPE WORK FOR A PERIOD F 60 DAYS / ° FM ` 18. M E OD 0 (7) STRIPPED IS 4" IN DEPTH. IMMEDIATELY FOLLOWING COMPLETE INSTALLATION OF EACH MAJOR ' "• --d- : =;.. � .� I � `� CATEGORY OF WORK. INCLUDE WATERING, WEEDING, CULTIVATING, N v 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND RESTORATION OF GRADE„ PRUNING SHRUBS, PROTECTION FROM 1) �Q (16) VB , �' 0) COVER WITH A 5 -10 -5 (5% NITROGEN, 10% PHOSPHORUS AND 5% INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS 1 POTASH) COMMERCIAL FERTILIZER, APPLIED AND MIXED AT RATE OF NEEDED TO ENSURE NORMAL GROWTH AND GOOD HEALTH FOR LIVE ` NOT LESS THAN 0.25 LBS. PER CU. FT. OF SOIL AND HUMUS. PLANT MATERIAL. 11. FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH - NITROGEN \ CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% / / �l / �/ y POTASH AND SNOROGEN IN NITROGEN SUFFICIENT QUANTITY TO SUPLAWN AREA. OPEN SPACE EASEMENT / �/ 1 Y ( \ s; `: FOR LANDSCAPE & SIDEWALK ; y` ° MAINTENANCE DB °4497 PG °334,332 PLAT, / LOCATION OF ON- STREET QQ` / " PARKING SIGN--\ "- �-r O 04" . PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (st) TOTAL SITE QUANTITY COVERAGE (sf TREES AR ACER RUBRUM RED MAPLE 11/2" cal. 397 4 1,588 PA PLATANUS ACERIFOLIA LONDON PLANETREE 31/2" cal. 479 12 5,748 QP QUERCUS PHELLOS WILLOW OAK 11/2" cal. 370 4 1,480 UP ULMUS PARVIFOLIA'ALLEE' ALLEE ELM 31/2" cal. 483 9 4,347 MG I MAGNOLIA GRAN DI FLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 6'4 ht. 1 82 1 26 2,132 SHRUBS CA CLETHRAALNIFOLIA SUMMERSWEETCLETHRA 18" ht. min 16 21 336 FM FOTHERGILLA MAJOR'MOUNT•AIRY' MOUNT AIRY FOTHERGILLA 18" ht. min 20 21 420 IC ILEX CORNUTA'DWARF BURFORD' DWARF BURFORD HOLLY 18" -30" ht. 14 33 462 IV [TEA VIRGINICA HENRY'S GARNET' HENRY'S GARNETSWEETSPIRE 18° ht. min 64 I 51 3,264 IG ILEX GABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24" -30" ht, 23 46 1,058 VB VIBURNUM x BURKWOODII BURKWOOD VIBURNUM 30" -36" ht. 22 33 726 TOTAL CANOPY 21,561 F � O 11■■ -�1 � W v z C: J U) ° N M �I■■i/ (n W z Qi°. .J 0 o 0 O J = 3 Z= Q z H^ 0 U U a W o o� .o z o c ° W Uj ) CALCULATIONS: F_ (17) VI3 /a Z AREA OF TOWNHOUSE LOTS: o.839 AC 36,536 SF (f) w W # (4) P / �� / CANOPY REQUIRED 20% : o.1b8 AL 3,b54 7 ., z ( ) . /•• \ j PROPOSED TREE CANOPY: 0.497 Ate- 21, 3i 5F 0 \ .. j `',. w O / (� �.�..� to VAR. WIDTH ACCESS LANDSCAPING & >' �► - ' - - -- _ - - z MAINTENANCE EASEMENT V6' / o LL' z / �� NOTE: All site plantings of trees and shrubs shall be allowed to reach, L fJ (4) MG JA i ^� o � o GL and be maintained at, mature height; the topping of trees is prohibited. J Cl) O o \ / 1(0 l % ° IO^ Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. a [PROPOSED 4' WOODEN BOARD '9n 0- / / \ �0 (FENCE WITH BRICK PIERS (40' O.C.) 4 �Q •ri�- W 0 X N IV 7[ (7) CA PM/ / r d 1 + f N m E / 0 o o / / / / / + o APHIC SCALE r ° VAR. WIDTH ACCESS, LANDSCAPING & .-, Iii / r. ° 20 20 40 80 O W ! / J MAINTENANCE EASEMENT a ° ce _ o ell �� ✓\�' -j ''� / *�'` %/ SCALE / / / ~ "� ` ( IN FEE 1 ° = 20' o w i c SHEET NO. a a i N W W W 0 0 W Uj ) CALCULATIONS: F_ (17) VI3 /a Z AREA OF TOWNHOUSE LOTS: o.839 AC 36,536 SF (f) w W # (4) P / �� / CANOPY REQUIRED 20% : o.1b8 AL 3,b54 7 ., z ( ) . /•• \ j PROPOSED TREE CANOPY: 0.497 Ate- 21, 3i 5F 0 \ .. j `',. w O / (� �.�..� to VAR. WIDTH ACCESS LANDSCAPING & >' �► - ' - - -- _ - - z MAINTENANCE EASEMENT V6' / o LL' z / �� NOTE: All site plantings of trees and shrubs shall be allowed to reach, L fJ (4) MG JA i ^� o � o GL and be maintained at, mature height; the topping of trees is prohibited. J Cl) O o \ / 1(0 l % ° IO^ Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. a [PROPOSED 4' WOODEN BOARD '9n 0- / / \ �0 (FENCE WITH BRICK PIERS (40' O.C.) 4 �Q •ri�- W 0 X N IV 7[ (7) CA PM/ / r d 1 + f N m E / 0 o o / / / / / + o APHIC SCALE r ° VAR. WIDTH ACCESS, LANDSCAPING & .-, Iii / r. ° 20 20 40 80 O W ! / J MAINTENANCE EASEMENT a ° ce _ o ell �� ✓\�' -j ''� / *�'` %/ SCALE / / / ~ "� ` ( IN FEE 1 ° = 20' o w i c SHEET NO. a a i N