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HomeMy WebLinkAboutSDP201400062 Plan - Approved Minor Amendment 2015-03-10OWNERS AVON PROPERTIES, LLC (TMP 91 -14) PHASING.- P.O. BOX 1467 COVER CHARLOTTESVILLE, VA 22902 ARB: DONNA MARIE JORDAN MILL CREEK l7 1775 AVON STREET EXTENDED ZONING. CHARLOTTESVILLE, VA 22902 DEVELOPER. RIVERBEND MANAGEMENT COMPANY GRADING & DRAINAGE PLAN CONTACT: ALAN TAYLOR LANDSCAPING PLAN & CALCULATIONS 110 EAST MAIN STREET T CHARLOTTESVILLE, VA 22902 -5220 (434)293 -7537 TAX MAP /PARCEL # 91 -14, 90 -351, 90 -35J & 90 -35K MAGISTERIAL: SCOTTSVILLE DISTRICT AREA: 9.24 AC. INDIVIDUAL PARCEL RECREATION AMENITIES TO BE PROVIDED IN COMPLIANCE WITH SEC77ON 4.16.2 OF THE ZONING ORDINANCE. AVINITY MINOR SITE PLAN AMENDMENT AREAS. • 91 -14 (7.66 ac.), 90 -351 (0.51 ac.), 90 -35J (0.53 ac.) & 90 -35K (0.54 ac.) PHASING.- PHASES I THROUGH IV SHALL OCCUR IN CONSECUTIVE ORDER AS NUMBERED IN ORDER TO COMPLY WITH COVER AFFORDABLE HOUSING REQUIREMENTS ARB: THIS DEVELOPMENT IS LOCATED WITHIN THE ARB REVIEW ENTRANCE CORRIDOR. ARB REVIEW AND APPROVAL MILL CREEK l7 IS BEING COORDINATED WITH THIS FINAL SITE PLAN ZONING. PRO - ZMA- 2006 -005 APPROVED JUNE 13, 2007 O VARIA77ON REQUEST WAS APPROVED 3126110 FOR THE FOLLOWING VARIA77ONS FROM THE APPROVED GRADING & DRAINAGE PLAN REZONING. LANDSCAPING PLAN & CALCULATIONS • CHANGE IN THE MIXTURE OF UNITS TO 24 CONDO AND 100 TOWNHOUSE UNITS T • REMOVAL OF SYSTEMS OF RETAINING WALLS • RE- ORIENTA77ON OF UNITS AND PRIVATE" STREETS • ADDITION OF A NEW ROAD USE. RESIDENTIAL RECREA 77ONAL FACILITIES. CLUBHOUSE WITH FITNESS ROOM AND MEETING ROOM, COVERED PAVILION, TERRACE, AND OPEN PARK AREAS RECREATION AMENITIES TO BE PROVIDED IN COMPLIANCE WITH SEC77ON 4.16.2 OF THE ZONING ORDINANCE. SEE SHEET S -1 FOR ADD177ONAL DETAILS RECREA TIONAL AREA: TOTAL RECREATION AREA IS APPROXIMA TEL Y 3, 300 SF (0.08 AC) CLUBHOUSE =775 SF PAWLION =500 SF TERRACE= 2,025 SF TOTAL =3,300 (0.08 AC) SETBACKS. • EXTERNAL SETBACKS ARE AS FOLLOWS: REAR= 20' SIDE= 15' FRONT= 25' WAIVER/VARIA 77ON REQUESTS. • VARIA 77ON REQUEST WAS APPROVED 3126110 FOR THE FOLLOWING VARIA 77ONS FROM THE APPROVED REZONING. • CHANGE IN THE MIXTURE OF UNITS TO 24 CONDO AND 100 TOWNHOUSE UN17S • REMOVAL OF SYSTEMS OF RETAINING WALLS • REORIENTATION OF UNITS AND PRIVATE STREETS • ADD177ON OF A NEW ROAD A LETTER WAS ISSUED BY THE COUNTY ON 5124110 CLARIFYING THAT THE FOLLOWING NEEDED TO BE INCLUDED IN THE FINAL SITE PLAN: • RETAINING WALLS SHALL NOT EXCEED 4' • TOWNHOUSES ON PERIMETER ROAD SHALL HAVE ARCHITECTURAL ELEMENTS THAT RELEGA7E PARKING • THE BACKS OF UNITS ON LOTS 39 -44 & 69 -74 SHALL HAVE ARCHITEC77JRAL FEATURES SUCH AS PROJECTIONS AND PORCHES. • SIDEWALKS ON AVINITY LOOP SHALL BE LOCATED ADJACENT TO PAVEMENT TOTAL NUMBER OF UNITS.- 124 (100 TOWNHOUSE UNITS AND 24 CONDOMINIUM UNITS) NOTE. DENSITY SHALL NOT EXCEED 124 UNITS, WHICH IS THE MAXIMUM ALLOWABLE DENSITY. MAX. UNITS BY TYPE. 100 TOWN HOMES & 24 CONDOS AFFORDABLE UNITS. THE AFFORDABILITY ASPECT OF THE PROJECT SHALL BE SA 77SFIED AS STATED IN THE PROFFERS AND ON THE FRONT PAGE OF THE SITE PLAN. A MONETARY COMPENSA 77ON TO THE AFFORDABLE HOUSING PROGRAM SHALL BE MADE TO SA77SFY THE AFFORDABLE HOUSING REQUIREMENTS PER 77-IE APPROVED PROFFER. CASH PAYMENTS SHALL BE PROVIDED TO THE AFFORDABLE HOUSING PROGRAM IN THREE (3) INSTALLMENTS AS STATED IN 774E APPROVED PROFFERS. THE FIRST PAYMENT OF $99,000 (6 x $16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF THE THIRTY -SIXTH (367H) BUILDING PERMIT. THE SECOND PAYMENT OF $99,000 (6 x $16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF 774E SEVENTY -FIRST (71ST) BUILDING PERMIT. THE THIRD AND FINAL PAYMENT OF $115,500 (7 x $16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF 774E FINAL BUILDING PERMIT. AFTER ALL THREE (3) PAYMENTS HAVE BEEN MADE, A TOTAL OF $313,500 ($99,000 + $99,000 + $115,500) SHALL HAVE BEEN PAID TO THE AFFORDABLE HOUSING PROGRAM. DENSITY- 13.42 DU /AC. - TOTAL DENSITY ALLOWED BY REZONING = 124 UNITS BUILDING HEIGHTS MAXIMUM BUILDING HEIGHTS NOT TO EXCEED 35 FT FOR THE TOWNHOUSE UNITS. THE PROPOSED MAXIMUM HEIGHT OF THE CONDOMINIUM BUILDING WILL BE 48 FEET. IT SHOULD BE NOTES THAT THE OVERALL HEIGHT OF THE CONDOMINIUM BUILDING MAY REACH UP TO 65 FT. IN HEIGHT, PROVIDED ADD177ONAL SETBACK IS PROVIDED IN COMPLIANCE WITH SEC77ON 18 -19.7 OF THE ZONING ORDINANCE. MAX. HT. OF RETAINING WALLS. • MAXIMUM HEIGHT OF RETAINING WALLS SHALL NOT EXCEED 4 FEET. ALL RETAINING WALLS ASSOCIATED WITH THE PROJECT SHALL BE SEGMENTED RETAINING WALLS CONSTRUCTED W17H THE PATIO SYSTEMS FOR THE TOWNHOUSE UNITS. SUBDIVISION STREETS. CURB & GUTTER WA TERSHED. MOORE'S CREEK WA TERSHED TOPO & SURVEY- PHYSICAL AND BOUNDARY- THOMAS B. LINCOLN LAND SURVEYOR INC, DATED 12122105. TOPOGRAPHIC: THOMAS B. LINCOLN LAND SURVEYOR INC., DATED 12122105. PHYSICAL, TOPOGRAPHIC & BOUNDARY INFORMA77ON OUTSIDE LIMITS OF THOMAS B. LINCOLN LAND SURVEYOR'S WORK WAS PROVIDED BY AERIAL TOPOGRAPHY. SURVEY WAS VISUALLY FIELD VERIFIED BY GRAHAM MURRAY, PE OF COLLINS ENGINEERING ON 10129110. DATUM: NAD 83 SOUTH BENCHMARK.- BENCHMARK IS SURVEY CONTROL POINT DT -14, NAIL WITH FLASHER LOCATED AT N3886228.20 AND E11482674.79, ELEVATION 574.16 EXISTING VEGETATION: PROPERTY CONSISTS OF RESIDENTIAL HOMES, LAND THAT IS PAR77ALLY CLEARED, AND THE MAJORITY OF THE i i CA 1 � � ■ ■ ■ ■ ■ PARKING REQUIRED. 273 SPACES (SEE LCULA770NS • ON SHEET S -1 FOR DETAILS) 1 PA,?KlNq PR.0 VID D- 77 SPA ES SE CA CUL A 710 S O S EET S -1 F0 DE AIL PHASING. SEE SITE PLAN FOR PHASING DI VISIONS - 4 PHASES TOTAL FLOODPLAIN. THERE IS NO FLOODPLA/N LOCATED ON THIS SITE. FEMA MAP ID 51003CO407D LANDSCAPING. LANDSCAPE IS IN ACCORDANCE WITH ALBEMARLE COUNTY ZONING RECULA77ONS 32.7.9. RECREA 770N. RECREATION AMENITIES TO BE PROVIDED IN COMPLIANCE WI7H SEC77ON 4.16.2 OF THE ZONING ORDINANCE. FIRE FLOW PER FLOW TEST REPORTS PROVIDED BY THE COUNTY, THE FIRE FLOW IN THIS AREA EXCEEDS 2500 GPM AT 20 PSI. NOTE, THE DEVELOPMENT MUST COMPLY WITH THE VIRGINIA STA7E"WIDE FIRE PREVENTION CODE. LIGH77NG. THERE IS NO STREET LIGHTING PROPOSED AT THIS TIME. ALL TOWNHOUSE UNITS SHALL BE INSTALLED WITH FRONT PORCH AND LAMP POST LIGH77NG AND WILL BE LESS THAN 3,000 LUMENS SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA a wt ', P 91 -13 COUNTY BEMARLE SCHOOL BOARD r ALE ELEMENTARY SCHOOL ZONE: R -1 IU TMP 90 -351 Sheet Title DONNA MARIE JORDAN COVER ZONE: PRD O TMP 90 -35J MILL CREEK l7 AVON PROPERTIES, LLC SOUTH JO Q• ZONE: PRD O TMP 90 -35K GRADING & DRAINAGE PLAN AVON PROPERTIES, LLC LANDSCAPING PLAN & CALCULATIONS ZONE: PRD TMP ' 9OC -OA2 ' +� TMP` TMP 90 -35L OC-OAB i; LAURA J. MOSS ZONE: R -1 TER'' P MP , STA ION' EASE ENT. TMP 90 -35A JERRY W. MO SS, ' TMP 90 -35G DWIN SR. AND LAURA J. MOSS LOT 70 ' ti BARBOUR 4ONE: ZONE: R -1 I TMP I 90D -70 ; R -1 LOT 69 T--MP - -- 9OD -69 SHEET LAYOUT SCALE: 1" = 100' TMP 90 -35H JAMES R. MOSS ZONE: R -1 CURRENT OWNER AVON PROPERTIES, LLC P.O. BOX 1467 CHARLOTTESVILLE, VA 22902 DEVELOPER RIVERBEND MANAGEMENT COMPANY 110 EAST MAIN STREET CHARLOTTESVILLE, VA 22902 434.293.7537 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 L� TMP 91 -15 JASPER L. AND MALLIE P. HAYNES ZONE: R -1 TMP 91-16'C' LAURA,J: MOSS ZONE: R -1 /h TMP 91 -16E WALLACE B. AND IDA M. HUGHES ZONE: R -1 ROADS TO RICHMOND SOUTHERN PARKWAY MILL CREEK O� s P ERST T ATE 6� TN PIEDMONT VIRGINIA COMMUNITY COLLEGE MON77CELLO HIGH LAKE REYNOVIA Q ��� Sheet Title ELEMENTARY COVER �CALE SCHOOL �4 THIS MILL CREEK l7 �' PROJ1 SOUTH JO Q• APPROVED S -1 VICINITY MAP SCALE: 1" = 2,000' "13 Sheet List Table Sheet Number Sheet Title T -1 COVER S -1 SITE PLAN S -3 GRADING & DRAINAGE PLAN LL -1 LANDSCAPING PLAN & CALCULATIONS APPROVED S -1 SITE PLAN APPROVED S -3 GRADING & DRAINAGE PLAN APPROVED LL -1 LANDSCAPING PLAN & CALCULATIONS TOTAL NUMBER OF SHEETS: 7 MINOR SITE PLAN AMENDMENT PROPOSED CHANGES: 1 PHASE II LAYOUT MODIFICATIONS TO ACCOMMODATE CHANGES OF UNIT TYPES, SIZES, & PARKING 2 INCLUDES UPDATES FROM LETTER OF REVISION FOR THE CLUBHOUSE AND SIDEWALKS AROUND THE CLUBHOUSE AREA �3 UTILITY MODIFICATIONS IN PHASE II Q4 LANDSCAPE MODIFICATIONS IN PHASE II �5 UPDATES TO PHASE I —IV SIDEWALKS, LOTS 1 -10 AND 15 -18. LEGEND NOTE: A BOUNDARY LINE ADJUSTMENT PLAT COMBINING TMP 90 -35I (DONNA JORDAN PROPERTY) w/ THE REST OF THIS PROJECT MUST BE APPROVED PRIOR TO THE ISSUANCE OF BUILDING PERMITS FOR UNITS IN PHASE II OF THIS PROJECT. EXIS77NG CULVERT DEPARTMENT OF COMMUNITY EVELOPME T CUL VERT 0 DROP INLET & STRUCTURE NO. ENGINEER CURB CURB & GUTTER --------- - - - - -- 200--------- - - - - -- PROPOSED PAVEMENT - -� EC­ JA DITCH 6- DEP77-1 OF EC -3A DITCH f - ^— EC-2 DITCH T DEP77-1 OF EC -2 DITCH NOTE: A BOUNDARY LINE ADJUSTMENT PLAT COMBINING TMP 90 -35I (DONNA JORDAN PROPERTY) w/ THE REST OF THIS PROJECT MUST BE APPROVED PRIOR TO THE ISSUANCE OF BUILDING PERMITS FOR UNITS IN PHASE II OF THIS PROJECT. APPROVALS EARTH DITCH DEPARTMENT OF COMMUNITY EVELOPME T DRIVEWA Y CUL VERT PLANNER/ ZONING BENCH MARK ENGINEER CLEARING LIMITS VDOT STANDARD STOP SIGN --------- - - - - -- 200--------- - - - - -- EXIS77NG CONTOUR — �pp�-- PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA7ON f - ^— TBC DEN07E•S TOP /BACK OF CURB DEPARTMENT OF FIRE RESCUE T/B DENOTES TOP OF BOX APPROVALS DATE DEPARTMENT OF COMMUNITY EVELOPME T PLANNER/ ZONING ENGINEER INSPECTIONS z i ARB PLANNING DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT H d�� i cl SCOT'S R. COLLINS7, No. 35791 z���Cos ��• 0210 NAL E��1 r / � •-� �. U O t U m z =Z n ci O � o W M o z O o ¢ ' i x ; r� z OO i Y) w U) 1■■1 °� o LL ! W L� ce 2 a. i ON .o r p x 0 uj .Q � a w x LL O U) Uj X W Ln Ln Uj 00 cs 04 rq 0 0 o r+ L9 ti M N M d' w i O N wN W L U) � J 9 F— w E-- O ZLL w i UlE5 i— U) F— W W mi I--- JW � Q 0 0 0 O U) z 0 Q L WQ > O 0 z W ° 0 a a F v W � `0 CL0 U) s W Ill 3 -� 0 II� U 0 7 fl o > z E F-4 37 z w z 0 :I w z J U Q c a I Nc (L 1 Is a J .~-. v V ~ a W W 0 O x c CL U) z JOB NO. 092033 .` cr SCALE c AS NOTED c SHEET NO. c 1 a a S I- o z i 0� U) F F z ' LU Z '" w w ¢ L H A ; a. i ON .o r p x 0 uj .Q � a w x LL O U) Uj X W Ln Ln Uj 00 cs 04 rq 0 0 o r+ L9 ti M N M d' w i O N wN W L U) � J 9 F— w E-- O ZLL w i UlE5 i— U) F— W W mi I--- JW � Q 0 0 0 O U) z 0 Q L WQ > O 0 z W ° 0 a a F v W � `0 CL0 U) s W Ill 3 -� 0 II� U 0 7 fl o > z E F-4 37 z w z 0 :I w z J U Q c a I Nc (L 1 Is a J .~-. v V ~ a W W 0 O x c CL U) z JOB NO. 092033 .` cr SCALE c AS NOTED c SHEET NO. c 1 a a S I- L9 ti M N M d' w i O N wN W L U) � J 9 F— w E-- O ZLL w i UlE5 i— U) F— W W mi I--- JW � Q 0 0 0 O U) z 0 Q L WQ > O 0 z W ° 0 a a F v W � `0 CL0 U) s W Ill 3 -� 0 II� U 0 7 fl o > z E F-4 37 z w z 0 :I w z J U Q c a I Nc (L 1 Is a J .~-. v V ~ a W W 0 O x c CL U) z JOB NO. 092033 .` cr SCALE c AS NOTED c SHEET NO. c 1 a a S I- w z 0 :I w z J U Q c a I Nc (L 1 Is a J .~-. v V ~ a W W 0 O x c CL U) z JOB NO. 092033 .` cr SCALE c AS NOTED c SHEET NO. c 1 a a S I- a I Nc (L 1 Is a J .~-. v V ~ a W W 0 O x c CL U) z JOB NO. 092033 .` cr SCALE c AS NOTED c SHEET NO. c 1 a a S I- JOB NO. 092033 .` cr SCALE c AS NOTED c SHEET NO. c 1 a a S I- �! I %BOAR V NOTES: 2. INDI CATES # OF PARKING SPACES (THIS MAY INCLUDE 1 GARAGE & i SPACE WITHIN THE MA CHC IME, PROPOSED 5' CONC. SIDEW LK _ 1. THE AFFORDABILITY ASPECT OF THE PROJECT SHALL BE SATISFIED AS STATED IN THE PROFFERS DRIVEWAY) T� j LINE ADJUS ENT PLAT COMBINfNG T ONNA JORDAN DSEE T IS SEHEET w /6' PLANTING STRIP AND ON THE FRONT PAGE OF THE SITE PLAN. A MONETARY COMPENSATION TO THE 3. ALL CONCRETE SIDEWALKS SHALL BE A MINIMUM OF 5' IN WIDTH CONNECTINGTHIS PROJECT / THE REST 0 MUST BE APPROVED PRIOR TO HE AFFORDABLE HOUSING PROGRAM SHALL BE MADE TO SATISFY THE AFFORDABLE HOUSING 4. TEMPORARY CUL -DE -SAC SHALL BE INSTALLED AT THE END OF EACH PHASE AS NECESSARY X \ CALE ELEMENTARY SCHOOL. ISSUANCE OF BUILDING PERMITS FOR UNITS IN PHASE II OF THIS PROJECT. REQUIREMENTS PER THE APPROVED PROFFER. CASH PAYMENTS SHALL BE PROVIDED TO THE DURING CONSTRUCTION. t\ `l AFFORDABLE HOUSING PROGRAM IN THREE (3) INSTALLMENTS AS STATED IN THE APPROVED 5. ALL PROPOSED WIDENING FOR THE ACCOMMODATION OF THE LEFT TURN LANE NEEDS TO BE IN SCOTT R. COLLINS� 1 t� PROFFERS. THE FIRST PAYMENT OF $gg,000 (6 x $i6,5oo) SHALL BE MADE PRIOR TO THE ISSUANCE ACCORDANCE WITH FIGURE 3 -4 OF APPENDIX F OF THE VDOT ROAD DESIGN MANUAL. -{ �I t U No. 35791 OF THE THIRTY -SIXTH (36TH) BUILDING PERMIT. THE SECOND PAYMENT OF $gg,000 (6 x $16,5oo) 6. ALL PAVEMENT WIDENING NEEDS TO BE IN ACCORDANCE WITH THE WP -2 VDOT STANDARD & THE SHALL BE MADE PRIOR TO THE ISSUANCE OF THE SEVENTY -FIRST (71ST) BUILDING PERMIT. THE CROWN LINE OF THE ROAD MUST REMAIN BETWEEN TRAVEL LANES. ~d� Zi 2 u l x , PRIVATE R/1N SHALL BE EXTENDED TO PROPOSED 6' WOOD FSET7.5 (MIN.) THIRD AND FINAL PAYMENT OF $11 00 (7 x s16 ,Soo) SHALL BE MADE PRIOR TO THE ISSUANCE OF ALL RADII MEASUREMENTS SHOWN ON THE PLAN ARE MEASUREMENTS FOR THE FACE OF CURB. \ EXISTING CALE 5,5 .5 ) 7 1 t THE PROPERTY LINE FOR POSSIBLE ELEMENTARY FR PERTY LIN VIDE THE FINAL BUILDING PERMIT. AFTER ALL THREE (3) PAYMENTS HAVE BEEN MADE, A TOTAL OF 8. SEE SHEET L -i FOR LOCATION AND SPECIFICATIONS OF STREET TREES. IONAL ECG \ t LAND OFFER BETWEEN INITY's WOODEN t v FUTURE CONNECTION TO TMP gi -i,g. SCHOOL PAVEMENT FENC & CALE ELEMENTARY SCH L's PROPERTY $3131500 ($gg,000 + $99,000 + $115,500) SHALL HAVE BEEN PAID TO THE AFFORDABLE HOUSING g. ANY PROPOSED WORK WITHIN THE VDOT RIGHT OF WAY ON ROUTE 742,INCLUDING ANY 1 ` PROGRAM. CONSTRUCTION ENTRANCES SHALL REQUIRE A VDOT LAND USE PERMIT. SUCH PERMIT CAN BE PROPOSED ACCESS EASEMENT (TO BE LI E P S. PLEASE SEE SHEET , ABANDONED WITH ANY FUTURE FOR THIS LANDSCAPED AREA. THE FENCE ACQUIRED AT THE LAND USE OFFICE IN ZION CROSSROADS. t OFFSET FROM THE PROPERTY LINE SHALL EXTEND 10. NO STREET OR OPEN SPACE LIGHTING IS PROPOSED. ALL LIGHTS SHALL BE WALL MOUNTED CONNNECTION TO TMP gl -ig AND THE z \ t REM 0 ECUL -DE -SAC). FROM AVON STREET TO APPROXIMATELY LOT 18 AS FIXTURES ON THE BUILDINGS. Y SHOWN. FENCE SHALL BE COMPLETED IN PROPOSED 6' WOODEN FENCE (65o') LOCATED ALONG 11. LOTS 27-38,45-s6,59-68 °C AND 86 SHALL HAVE PATIOS IN LIEU OF DECKS IN ORDER TO MEET ITH THIS FINAL SITE PLAN TMP 91 -13 75- x ` THE PROPERTY LINE. FENCE SHALL BE COMPLETED IN SETBACK REQUIREMENTS. SETBA K COUNTY OF ALBEMARLE SCHOOL BOARD - CONJUNCTION WITH THIS FINAL SITE PLAN ~ rn NOTE: PROPOSED 4' SEGMENTED lz. CLUBHOUSE WITH FITNESS ROOM AND MEETING ROOM, COVERED PAVILION, TERRACE, AND w . , CALE ELEMENTARY SCHOOL 15 SETBAC �� RETAINING WALLS TO BE INSTALLED B OPEN PARK AREAS WITH BENCHES SHALL BE PROVIDED. A PICNIC TABLE AND FOUR SETS OF Z r r 3 ZONE: R -1 - PATIO TABLES AND CHAIRS SHALL BE PROVIDED FOR THE COVERED PAVILION & TERRACE. o a HE BUILDER WITH THE CONSTRUCTION cd I P TIOS FOR THE ALL PERIMETER TOWNHOUSE UNITS SHALL HAVE A PATIO IN ¢ 1' j x t LOT 1 TOWNHOUSE UNITS ( P j�- LIEU OF A DECK OR PORCH IN THE REAR OF THE UNITS. z = o 1 I oc o Oa AND ASSOCIATED RETAINING WALL SYSTEMS �- T NE S ALCy3E IN�TCL \' z w w z CONSTRU ON OF THE TOWNHOUSE UNITS. ¢ a z I- Z) o x LO 2 \j IN LOT LOT 17 18 LOT Lor I Q + �/� = o W F- \ QT 11 16 2T 28 LOT LOT LOT LOT 1 fdl ~ (TYP Y ?; :a ;, V 1 U g '� = c� L i 15 Lor ) S T Act ;, ;- cn m z 29 30 ti LOT v OT 1a 31 32 I LL� 33 34 LOT 1 _ - 1 u± LOT 3 : N 1 L WI 35 36 LOT LOT I LOT (Typ) + _ p O O . ,� a 53 ,.. , � � w 38 LOT -; :_ B, r�'i� l � i s? `� zo Q c~ Q Q rn 3 : LOT a - : . . LOT 12 t 46 �LdT l � s , '� ��.; \ � F- a i 45 LOT Y ' „-- O I 1 47 LOT to .-, > w W S 1 48s— 1Q Y --_`_ `--- -: H F., Z w cn o 49 5 oq T LO LOT I 0� w _ 51 LOT LOT I W z a S 1- � 1 �--: - - 52 LOT 53 LOT � 1 LOT 13 P :1 f. +OQ 0 BACK � - _ \ Ir1 0 0 r 55 5 6 1 t . •o t 1� , O LOT :• ���.:.:... 1,a...,... n Q ¢ m :. - 1N.. SIb1:WALK : 1s+ 1 SS ci ry STREET SIGN 00 .., _ z z -. ! - w O o ,_, ' -+ I RAs W ,: ,: D STD. _ --, I 1 .. 3 _ IS SIC -t- r o t DE 0 ...... (r1r OP SIGN ... .� �� _._ _. � OVERHANG � 5 O 2 w 1 V _ I- 0 2 --- ( ) x a ( PRt o VIDOT VAT . . , 0... + ui o0 1 LOT 6 t �.: � . � 23 • � . �- RUSTIC FINISH ¢ ¢ I -p LOT ( m z _ (TYP.) w 1 C'' I I STREET SIG( _ ,r }, 6 I m r LOT L r - - (EP EP) '< 24 +0 - ... LOT ! ,f. ,. s o LOT I .,. .. VDOT STD. 0 0 5 O 1 zti 2 LOT 26 / - 1 y ( LOT LOT x3 - 25 O t h tn 39 40 LOT -�'I I .•` `'' X EP.:. 24: ; O +- s' 41 42 LoT I ( _ (, STOP SIGN LOT 8� LOT 22 3 / �. t I 21' a3 as low - / , to U1 _� ----- * m LOT LOT 21 10' {� s (TYP 87 2 4T ,-� Z i i i' 1 $ v' 19 20 - - f n ; )y I - -- -' Lor L I ¢ N N o k o 101 p c14 c� LOT 6 !� _ 0 O 24 CO O © Q I 88 � ( �" LOT I UNI I — 95 PHASE Ill I O ,T r,: i I Z --� �►.. _ T 1 +00 CG -12 TYP. } 1 L T n W , - j z O -- I x _ - = •� _ - 575 R O PHASE E 1 89 o W t LOT m 1 D STD. ,� �. `�' _ n w 12 +00 1 , ' m, m -_ - -- U > l 9s 0 SIGN pR �► ul STRIP ?YP __- s'(' ¢ `--COURTYARD - _� - z m 11 +00 .� 0� ^ _I _ _ N r — U a L 0 Q IM I LOT I. I � x ,---�- MLL P, �► �_ �� � I , � I 97 I I a7 1 - > I- Ti : 1 C -12 ' LOT P L - -- -- - Iv I x 10 0 - - , �► `� _ + CG -12 T I P.) z, I _ _ �Z I P H S I V t� 1 y �T� �j +50 x i'' (TYP.) LOT I + tL LOT N I I M [ l�� 1 ' „ Y�LO TN ALL NEW c,� 1 Q \ f INS �LL PATIO _ 91 1 s8 N I M x D T STD. _ f ° ` + �VI i`(P�t 4 `� PUR - SIDEWALK ALONG I st! -11 h + R H A`' RALLEL PARKING SPACES 1 0 ¢VER ILION r I_ �� / P. + �o ` RA (TIP.) ( } LOT SEfBA LOT COURTYARD X > f 12 p► ANT NG ST F S LOT LOT LOT LOT LOT LOT i H 92 ( 1 I I B I `4 CYi �j' J ENTRANCE (TYP.) - TREE�� \� " �.� \ r ` ss 70 7I 7z 73 74 -- -- -- - �' - -I I 8 (7) NEW ON S (� x SIGN PARKING SPACES 9'xi8' t + \ �� oq LOT yDO TD - LOT 5 I I I i STREET �� 1 (TYPICAL) AND N W �, 5r -I vl I (' 93 G- P. I 100 (TYP) I O 1 t SIGN r G DOT T- W Q X ' coNC. s/w ` `\ �o�� \ �` - a 9' WIDE PARALLEL I _ W N X x +w 'P " J __ -; } S D ^�' PARKING 461 p ECON RUCTED DRIVEWAY SHALL \ Q1 �. I - �— - - I I_ _ ( JTOP SIGN I H I X o �- _ EXT FROM AVINITY DRIVE TO THE ; . U c Z 1 tt EXISTING TERMINUS A HAVE A 6" %\ O ,_ — — I ¢ N -- — —_ — �— - ,-.:., 2 GRASS m y r. G M US & SHALL A / � • - -- � - - -- -- :.. t I >, � 21B SUB BASE & 2" OF SMA -2 ASPHALT, Z - ` sx ' x l0 00 - '` r 2U 3 CG- 2a .P © Zo OVERHANG P �' \� t APPLIED AS A SEAMLESS COAT. / VDOT S D. to ETBACK 00 S p ,� a a 16 ( Q _ 2 - _ (TYP) _ _ REET SIGN - ~r P) - w -�' -- - VtIVITYECt70P `-i- -SIGHT GI _ - -{-a - --}� --T- - �---�' �- - —L -- (1-YP o W n CG f�(T ,) 10 10 rn a 10 N w N ! p 0 I I ( "� > 0 c� p 1 �� _ / 14 +00 (30- - PRIVATE R/W 13 +00 ESMT. 12 +00 SETBACK 11 +00 SETBACK hg - 9 +50 z D - - - - - -- - -- -_- - _ t 1> t I 10 LANDSCAPING AN ( � I - - - - - -; - - - - I ! W O - VDOT STD. x W ACCESS EASEMENT (TYP.) _ - o �` - o >- 'J �' z - -I -- - - - - - GR -2A J_ Q z - I 20 8 RUSTIC FINI ( o w OT LOT N i "� I{ IV E AISL) I I U) z a� x ; ; 58 LOT LOT LOT LOT D � �t t 59 60 61 62 D7C LOT LOT LOT LOT LOT LOT ( L07 LOT LOT rn LOT LOT LOT D LOT LOT LOT LOT I - I L9 ' 1 n I 64 66 67 68 77 78 79 80 D f� LOT LOT I I- 4 i t F to 21 f 7C 63 65 �4, 75 76 j�l 81 2 83 84 85 �� o 1 1G r, p - J 1' _ 24 - a $;- c — TY 2 ' k CK ` y U J o Q PRIVATE ROAD 15' SETBACK EXISTING H� Q' T P 90 -35A JE RY W. MOSS, SR. AND LAURA J. MOSS FENCELINE U r ^ & 0 3 TRANSITION PROPOSED CONC. b ZONE: R -1 /PROPOSED 6' WOODEN V 1 Lu SIDEWALK TO A WIDTH OF 6' ": - '�JK ( FENCE ALONG PROPERTY 9 Q WHEN ADJACENT TO THE 1 NOTE: PROPOSED 4' SEGMENTED TMP 90 -35H C� x 1 .A `� LINE ENTRANCE RETAINING WALLS TO BE INSTALLED BY JAMES R. MOSS W O 0 0 1 x- , THE BUILDER WITH THE CONSTRUCTION ZONE: R -1 OF THE OUTSIDE PATIOS FOR THE E E NOTE: ALL PERIMETER TOWNHOUSE L 70 0 UNITS SHALL HAVE A PATIO IN LIEU OF TOWNHOUSE UNITS (TYPICAL). 1­4 3 LO A DECK OR PORCH IN THE REAR OF THE ' UNITS. THESE PATIOS AND s ASSOCIATED RETAINING WALL , W w a SYSTEMS SHALL BE INSTALLED BY THE BUILDER WITH THE CONSTRUCTION OF w - THE TOWNHOUSE UNITS. co i , x x t 1 " 1 MA !HAE, PROPOSED 5' CONC. SIDEW LK i I � r`�Ji � OU PARKING RATIO W Garage/ driveway Parking lot on -stree \ TYPE QUANTITY 1 -100 Townhouse - parking on lot T 'a is 2.25 sp /unit 225 200 3 < Q 241 2 0 °� Q� 48 261 1 I n \ 0 0 W - 40 0 20 40 so 160 273 d 2 U O SEE IS HET t \ N x O U \ w/ 6' PLANTING STRIP ` t �, CONNECTING THIS PROJECT / X CALE ELEMENTARY SCHOOL. t t \ x 7 1 \ v PRIVATE R/W SHAL THE PROPERTY LIN _-- - - \ 't FUTURE CONNECTI PARKING REQUIRED PARKING PROVIDED UNITS PARKING RATIO TOTAL Garage/ driveway Parking lot on -stree LOT# TYPE QUANTITY 1 -100 Townhouse - parking on lot 100 2.25 sp /unit 225 200 3 Condominium 241 2 sp /unit 48 261 1 I n TOTAL 0 W E 40 0 20 40 so 160 273 d 2 JOB NO. I q) -0 _ ` 092033 0 V t _ IN FEET) PROPOSED ACCESS EASEME j - '�f 1 inch = 40 ft. I S�� a ABANDONED WITH ANY FLIT xt o ? CONNNECTION TO TMP 91 -1 1 ` 1 1 40 v 1 \ t REM 0 E CUL -DE -SA SHEET NO. 0 y i5 c - - ------- -_._' -_ J 0 GRAPHIC SCALE uj I n 0 W E 40 0 20 40 so 160 d 0. U) 0 JOB NO. I q) -0 _ ` 092033 0 V t _ IN FEET) PROPOSED ACCESS EASEME j - '�f 1 inch = 40 ft. I S�� a ABANDONED WITH ANY FLIT xt o ? CONNNECTION TO TMP 91 -1 1 ` 1 1 40 v 1 \ t REM 0 E CUL -DE -SA SHEET NO. 0 y i5 - NOTE: THIS ONE PORT16N OF YARD DRAIN ____ ___- _ -- - - � i f J r 5$1.o TW / , .r y 1566.oTW l - 1 EXISTING, OFFSITE SWALE 580.0 TW 575 0 BW 5710 575.05 ' o TW 1 0 BW SYSTEM TO BE INSTALLED BY T E ROAD / NOTE: 4- SEGMENTED RETAINING- WALL'TO BE AT THE TOE OF FILL OF I �� T B BW 574 5 S7 ,5 �/ 5 4 CONTRACTOR IN LIEU OF THE B ILDER - IFROM TH �- INSTAL -BY BUILDERS -WITH THE C�ONSTRU p/ f _ 5 9 5 68.o TW % 6 1 ijUll 5 ROAD INLET TO THE FIRST YA D INLET. ' OF THE p�A 105 OF Ti #Ea OWNH,ISE UNUI 51111 N CALE ELEMENTARY SCHOOL'S 5 5.S 1 /R > �W - 5 4. k VA� �� SPORTS FIELD DIVERTS DRAINGE ,+ `TAPS _ - -� 5 °'S3 BW 8.61 BW 55 53 5 \°f (/ �� / ' f?J6" N'LOPIAST AWAY FROM THIS DEVELOPMENT, �� / EW 5 6 BIN ;S56 / _ `555 5 5 'j SCOTT R. COLLINS Z 53.ZBW 5 - INLiNEDRAINS a CREATING A HIGH POINT ooLOT 10 ' ti' 3 a { ; , S51. BW 551 o W d20' PRIV�TE APPROXIMATELY AT THE ' No. 35791 5 / j (TYP.) % NO EXISTING ;STONE INSTALLED ACROS G. S(iiT. (Y Nt�ESS, ��ti- TES S SANITARY A1V�WATE LINES U � D ADJOINING PROPERTY LINE. TH, 7NE UTILITY(CONSTRUCTION PROJECT TO BRING ATER Ate@- IT � � r ! ' RN _O ERWISE NOTED AN ART' S � � i i / � ��lVV � u' 78.9 FE- 574 65 FE =t 2 6 :, i 5861 / i ) J i i SEWER TO THE PARCEL STONE WAS INSTALLE TO RROTECT THE SANITARY ga. 91 � LOS" � 57 • 5 ,, `� ` - ' ,; 1, 5s i � FF = 571, 8 FFE= 569.3 56¢ 7' S5 / / /SEWER PIPES /AND W/L PIPES BELOW THE SWALE 1` PREVENT' RO51 I�. Ol g3.s 5 LOT 9 _ _ 2; �a O Sr E� 8 •2 1$. ' LOT FFE- 567.31 FFE- 565 9$ - 6 7±1 5 8� =r 512, .," a i %' / i i 5 i ADDITIO ALLY, EXTEN EX. RIP -RAP TO THE E ISTING CHAN EL, ONAL I LOT LO FE= 6z. _ 5 0• 4a ,53:aa �\ X3 _ / , LOT '� 7 = , ' ; APPROXIMATELY 70' USING PROPOSED V�DOT CIAS It EC-1/ RIP AP w 16 _ ??�7 ;' 28 ;LOT LOT � , T � 5 3 E= 55 -3 FFE= „ ,,, � ( � ,� 5�#�' S4��� ! / O " , ,, / NEW FE= LOT 11 15 / 5 �. LO* LQ LOT 557 0 _ 54$. Q -} ! , . / GE iEX17L�E FABRIC U ERLAYMENT (�50 =9 W =10 ' , S =4 L =70 , D*2 . F LOT 14 = 579 4 4 % \ LOT FFE- 5S .o FFE = S 1 ^' `;;;:, D T 29 30 32 / LOT L(j 553 ST -'', 27: / _ WITH THE/EXTENSION OF THE OUTLET' PROTECTIOX THE CONTRACTOR SHALL 5843 FF = 81 _ BS T BSfMT= M = 31 38 34 J LOT FFE= 55o.z, 93::, N; I , ` - SL P ITYVE R ' 5 E 8 5 4 BS T- 8S MT= �{ '�,, G ADES w/o ANY S�JMPS AT E OUTLET:' 4 582 S 3 4 67.5 _ J ;' - 35 ' 36 LOT / FFE= 548. _ 2 b:'s ,, ; ./ 3 1 584 565 71 563.71 BSMT- , BSMT 37 LOT ,FE- 546.8 fE= 545/5 52, o,'.::. - i 8S T- 5 9 5 i pSMT.= 38 LOT FFE= F - S 8 3 �:. ; , =� �_ �t ' 1 Y BSMT- 543 7 F E -542.7 -r., 22. \ .$�3. � 562-38! 559 7 LOT / s'.�2 . , ',, 75 - 571 5 Q F8 2 X = X45 LOT ' } ? y ; ` ; ° a BS T- 573 5 68 -$,. s ss 8 / BS T BS T= ' 4r�' FFE FE= a a0 3 4s 557 7 556 3 _ LqJ T o '; s, 22. 7 LOT _� 5 a. . - FFE- LOT 12 $ �• BS T- BS f= / FFE �� 5s.�1 , 55 47 � 55 •73 - r X-f - 5 4�. 53 •93 537.93 _ 5 73 � � 49 �" FFE _ / FE- . � ,5 6,� _ � •4 _ 5 � cn �. 3 ..-- -' � 7,. ,::- - X 535 7 0 5 4 � I I_ 5�4 - o � BS T= LOT � / 2:6� � 54 •4 � / o B - LOT 533.9 53 55p 54 S T= 3 2. ,4 •4 BS T� � � �� C9 rn - _ s ,- 51 L03` _- 4 .6o B 4 � S T =/ .r s i 4 f _ 5 � 0 S - 52 � B T ; � OT , L 53 - a -- 5: •5 4 B L 1 � � S - OT s T' 3 � � 5 O 3' � 6 4 .29 3. b 1 5 5 7 T 3 54 \ 5 3 /I t �3 � 4 8 5 F ,� - t i } 4 � -55 5 3 3 i- s B 7- O SMT= 5 B - 6 - Q s x 3 i , T- SM i4 2 1 2- 3 z / Z i - 3 s - 5 - 3x O , 7 O z ...-- 5 Z 5- 2 2 .00' - _ - F- r- 5 7 z . BSMT- - ac o 5 5 67 BS1VIT- - .• i >-• � o< 1 47 �ZB 2 1 Q I to r Q 2 -00 / � r 5 3 y ---- w 2 p z w � z 34 x -W 1 - ca REM. 801 NEW .. / W w Y . 5.. , ._ . - :2,% 25.4 ♦ i � �. Z / w 39 ✓ a r 6 - U- 0 (} o Q 6 1 w q --- w i 2 1 �C U g C9 - r 4 :: _ 0 $ 24 � 1 -t w w 3 _ a � / a 1 3 I a to O ui _ b ... &9 S .. / b __♦ 6.] F- cn 1. >. Y . > . - :�..: 26 2 ..}. --+ ►D-- _ - 3 _ - -- - z w cn Q to ,,. ,. o . _. ,. 2 54:0 2 b �. ♦ O .... 2 - s... �_' -. .. ... . _. ........ :: �. 4 .... FG : r ) - -„ • ----,_ -s, o.. .. ,. _ - -_ w - � I �/i r-1 W < .� oc J - E - 2 ( -- Q F F / 5 _ - w 1 - > a r _ - - W D 1 S. t - V 4. `7 i { 5 , -2B 1 - 4 3 i I _ � W� F V T A F 2 8 : �1 as _ FFE 2.7 % / i -- - _ .. - j --- 13 2 A 58o Ar FF - 1 5 / j ES (TT''. E ' 0 1�i 2B 8 I i.` ' \ ♦ o o w a. 4 7 / LOT _ --_ _� _ s 4 _ s 5 - r T r P� 4 73 / ; LOT LO - - - _ _ - 'i' H O 33 1 LOT / r :: � OTHER E O,r � _ I _ - - -- - - --- - � I = 57 LOT i' - - - i - z ;LOT _ , ' , ' 18 - - - - so STEP " _ -- � \ ♦ _ z > F 1 ( \ F LOT 26 -z s :. , ` 3 - - _ _ 11 - �' • , " , � z a ` � 2Tj / , . / ( ) � � 39' � 4 LOT T _ _ DI 2B (8`� 579 7 LOT LOT,`" 5 / 7 41 L� 544 .167 I- STO MFILT i ♦ �- O U) 24 4 570 �' i � t 42 _ S i ( \ � '-� 5 - 7 1 - N �F � \ F r 5 E , G RI- FE= 22 ' ' 23,/ ¢ / ► j I / /' FFFf 44 LQT 16 _ -- - SHE S SWMs -4 FOUR ' ♦ - - - a Q z LOT 17 57 50 27 t' / O = FFE= / = -- 2.8 I O �. � � / / 55433 55 0 FFEf FF 8 / - FFE- - DETAILS ; L-_ � � � U � A9.75\ LOT 21 575 $3 t 57 FFE _ -- _ / i (21. TEP E= 7 /BSMT _ u- x LOT 551.00, 549 0 - - LOT= _ = MH 1 E3 � 1 � \ � o FFE= � -f 6.6' i - - L / Lu 6 -�- :: t , :,'; °rs , -, `,,�, ., Via, , o , , ,.:; 4�: ; �. __. _545 7 6.z�/ 53 7 __ ! � = - _ �'`_'.t � (17 ST S - � p t i ,s � 94 4409 57Y _ _ / 1 ; / / i ;xF'�r � � , ._� �l : - , `' ° ; ; .; , . .�, �, , -, , '.' ; , - - 1 I I .- PERMANENT DRNG. 8rj' " .' 1 3 (�..[j([ + -,z 3 i 0 545.00 Wl�it�ACCESS,ESiGIT. - 6 R 5 t 10 -- - FE { / ry, :, LriENCOMPASS €S i°o YR ( Q .-- .: 1- ...:. .. �,,..: ;. ... 57 . ,. - - - i "535.5 7 h >~ ' t / / - � I , g - -� -r, - :; 4..- �: _ , . - - -- - �... `_._ _ .::: : '' / -�__- _• _:_, - LOT ' I �. H 1 24 CO z STEP / .� / ' � i � � wATE � t I - = fE- T •' - i µ-RISE � ` 0 s T`- � �� • r 43 �r ;.r 5 _ .. a 6. ' �3 1• ,00 �5 - -- - -J t PERMANfNT�D G. &SWM /o I\ I o 8 537.0 537 - 5) 5 .,` ° _ 5 0: - -- -�- � � I EE SN .. ( FnR � / I p ,� .,- . - . -.-. . - -<-�_ 9 ; [- - - - - - % ' - , r ,I � E SWM -2 I 6 � I , 44B �f 0 � \ ADDITNONAL ETA L i 1 i 4 7- I _ / I E 29 1 ; LOT y � � � .�-� � � / / = 4 FFE= L T-_ I I w NITY -- \ _ 5 2.52 VI % DI -2C �' i _ / FFE9 BSMT - i °1 \ `� I -- _ - NDERGRO D CONTEC! -t C P 89 � / -- / � . • r . , r.. , : E- � ,! � ,; / � \ ?`9. . 2% 0 - -- - -- � N O t0 t0 96. t - DI f f• - 8. I 538.33 - o N N Too / ✓ - w .) / �•5/ , I i 1 547 93 53 33 }i i �, t _ I R DE ENT!O r, co 0o N - I , r / F- _ . SHEETS SWM - FOR DETAI 90 44 f_.___ -- _---- ---'-" / 30 < - _ -- 4 - __A'54\7.67 O O O +-i N - \ LOT ► -. I I BS MT- Q 3 -- _ F LOT _ - 3 I 119.67 97 do X 27 539.67 -�? II -- - -- , 7 - 549 d6t 40� .1 �_= \ - I 539.5 - 6 RISER �. -- - _ r i _ s LOT I _ = LOT _ FFE - I _- � I2.�q gg -- _ FIFE BSMT - _ _ B5 0 t / 1 ► FFE -91,, MTV 5ki.fla t I } t L9 t t / t t -' t = 0 5� so I I _ 534 42 524.67 C51 , • ,�; , , � +n .,,, .. ;� 6� .T- ,: -; \ �0:6 1.00 1 _ � - - s: , - 5 54 5 J ti , b� >L�y \ - \ _ .-- � i , , 3 � E �, „ ,:,. ., ,,... , :; _ ,, , , : ,, 551 00 � 540.8 c� I -, , / ` � , t . ; . ! :. ,.., � I �!' FFE LOT � 1 O 1 � \ 564.1) 560. o0 5 00 I - I - -- I _ i M 5ss.17 s2. o0 00 ,� 9" 54x33 I \\ 3 - I ._ 99 T _ - ._ J � , } � Q � ,, i � /- �■ M H -1 � R EX. VERT OPENING BS�AT � `. • � : `�.: .`s �. - ti� ,. A / v 74 S. 543 - I _ v � E PO AGE \ 69 70._ 71 72 73 - - - -- - - -- - I \ I N _ _ r 542.1 _ , ` •'' � DOT .STD. � . ',,' � } ._ �_ - .. 551.67_ \ � - "_FFE __ I � - I 10B -_ LOT O \ t 1 I _ w +, ,. � � _�_.. ; . _ ,_ s FF = _ - _.. I � LOT• � 4.4i 3- _ ,,,� : d- 12 sT I � I \.` 29 CONTECH CDS ( E ) M w -- \ \ �4 . \:, \ � _ : ; ., _ • 6 6 5 67 6 00 6 00 55 .00 _ 5 00 , i' _- >: ,. ,, , r •< . 5,7 7 5 ,5 ,_ .,- 93 � � - _ _ _._ 100 1� I .' `f�8" 1N ` NE ,�' j 1 STORMWAT'ER 6 R! S ! d' r-- � _ � RAINSiCLE N -OUtS � 2. t ,� Z Q L T 1 2• W.. : ;; FF z I MANAGEMENT ST Q Q I I ° - - \ + i � � � TYP Q I 4• ( I I - , SEE - SHEETS SW W .X (10�i'EPS) -4 \ I 3 i >, - 4� 562:76 ss7 FOR ET \ I I N - - I I ° • x 0 _ - o r , - 5 , O i V - ° 1 572 � .42 1 � 1 OT 2 L • 1 \ \ FE_ _ OS- oio :. 7 �, .+�:♦ . . �N2 E W ' i / 8 3• 7 6 - M " . M M N o 5- a \ _ z 1: 5 5 ` - - Ci - i t W 1 LoT _ ° w 3 i J W W 8 •3 s l - -5 5 - -- - E s z L � F 1 F =i _ _ t, 1: 79' T , 7% ' ., 7 5 7 p - 57 � . a 0 5 : . 5 b D- r 1 . D Z_ 4 7 5 .. �J 4 43:7 51. 3 S5 5_ O � r 2 . � � X : � a x '53 . 5 X5.92 X 561.9 557,25 - 'X � _ _ ° S`37.25 � 53 X y° s x LOT ° -- - �' -BSMT- - - - - = 573.0 - B5ih!�T- BSMT B -SMT X X i X \ � 11 R15ER FFE LOT 572.33 - - - - t7 1.00 �` BSMT= BSMT- BSMT= BSMT= \.BSMT= _ - BSMT- B T= BSIIAT= BSMT= BSMT;= BSWIT^ SMT =\ BSMT- B LOT 571.66' 57 569.64 66.1 0 BSMT- I 56 :.7 56 7\, 5 7 559 5 55750 555 -50 55133 550.00 548.00 546.o6 544.00 ,,542.00 53.50 535 5� 5 1 57151: 582' 2LOT \ _ ` 58- - - LOT \ } \' FOE= WE= -LOT LOT\ LOT � `� \ LOT " -- � OT I \ LOT \ O LOT LOT _ 59 \ LOCH � � LOT �' LOT � LOT iE FFE- !)03.0 8 .60 5$2.6o FFE- 60 ,61 62 _LOT u, - �� LOT _ A \ -O w w _ w W W - , ,„ w - W „ - LOT LOTW _ W t TEPS) w FFE= _ E= 63 '? 65 w %- v f g 75 I T6 7rT - -`� w7g w „ ?g " g - 82 15ER5 ►5 a� 581.93 80 60 F E= 575.77 FFE= 573 7fi FFE= 57 .77 FFE- 69.10 FFE 587.10 FFE= 564 6 FFE= 6i.z6 FFE= 559.6o FFE- 557.60 FE= 555.60 FFE= 553: `6o FFE= sSiko 1FF 1 F 1 583:2 5 57.60 � � � \. ,1 547.1 � 545- FF n2 -1 6- ,3: 3 5$: 5 "'72-77 t � 5' a i �g ° \ .y ; f 49:`' ;:r 8 LOT 6 : 1 1 8-1.0 � , SEPSI „R►5 5 "5715" 57at.5 TW 56g.o TW 567, TW 559 2 559 9 TW 559 TW 5579 555 9 TW 5 3 4 T "44 Tw S4 570.0 B'W 567.3 BW S".3 BW 563.3 ; 55 23 BW 555.9 BW 555 -,9 BW 553 9 W 5519 BW 549 9 BW 5436 BW 54 r l 5706 - �'� 57� LOT FFE= NOTE: i ,� t 4 80.42 TA A BOUNDARY LINE ADJUSTMENT PLAT COMBINING TMP 90 -351 (DONNA JORDAN PROPERTY) WITH THE REST OF THIS �` r \ \ l ` 552: W I % I `, S ER {, 1 PROJECT MUST BE APPROVED PRIOR TO THE ISSUANCE OF BUILDING PERMITS FOR UNITS IN PHASE II OF THIS PROJECT. 549 5 R►5 NOTE: 4' SEGMENTED RETAINING WAEL TO BE �1 1 INSTALLED BY BUILDERS WITH THE CONSTRUCTION � � IN 579.1 LOT 8 FFE Psi �;''y 11 ►5 R 9 �� OF THE PATIOS OF THE TOWNHOUSE VNITS. ' 23 LOOT 9 FE= a r t RAP HIC SC ALE 51 ' 7b�', 578.A \ - -- -- I x P PO D 74. 9.08 ' U1L C `�, �� 6 TEPS ' - 4 ao o so a� \ Aso J( D[� [ R ES ,�' " ►SER '�� , \ '+ M _-. M M -- M \^ 59 ' IM / / I' IN "ET � `1 !,., � 1 inch ft. X (i v� - ,30 I- io'� - - - -�� "� 89 �' 1 -2C -_ _ 1 �/ I x 7q 5q`� \ �,\ \ 167 90 - / -- _ \ 25 53 5 25 - 5275 \ 1 VDaT STD- E -1, T�1(PE 1 1 A% T/B v� 5z X� I' I R �2AP (W' -3.7 2 -9.25; ; 2,D) �1 ! MT= PSMT =\ BSMT= BSMT t \ ` IN. 11 DI- C (6) 9 7 _ NOTE: 3.50 53? 50 529 5`0 \527-50 'V I DI�AtN E -QUTS _- 1.THE UNDERGROUND DETENTION SYSTEM CONTAINS THE 1, 2 & 10 -YEAR STORM EVENTS. THE OVERFLOW WEIR IN THE CONTROLLING OUTLET STRUCTURE OT LOT I 1 1, CRESTS AT ELEV. 517.00. THE TOP OF THE CMP DETENTION SYSTEM IS AT ELEV. 518.75, PROVIDING 1.75' OF POTENTIAL OVERFLOW HEADWATER FOR ANY STORM 83 4 r 85 6 I 2C (8') I .„ J: - DI -2B 1 ' l 1' FFE$ 541.1 FFE 1, FFE$537.1 1 - - -- _I - w \ - ( GREATER THAN THE io -YEAR EVENT. IT SHOULD ALSO BE NOTED THE CMP DETENTION SYSTEM AND THE STORM SEWER DOWNSTREAM & ADJACENT TO THE = 543 539 i_ f I Id 1 _ 92 ==sc = �=--�� _. 2 { W FACILITY HAVE BEEN DESIGNED TO CARRY THE loo -YEAR STORM EVENT WITHOUT OVERTOPPING, OR BACKWATERS EXCEEDING THE DI's RIM ELEVATIONS. �R !, T/B '`: ' // 1 D 2 ALL PROPOSED SLOPES STEEPER THAN •1 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE V ° °z z Q W w z °z a� o TO " L o 0 ^ . � o Z Q (uj Q •_ O i- ° = z Q� t W U r� Q V 1 Q 0 N V �' Y z x Ln � 0 W pI � Q °° L z �° D F� 0 '^ F­4 W L� wa Li! w z •o F� v, J U) 0 z� J � O L JW �° O \ ° o � 0 O O .2 (1) x «, N °' ° N i w .Jr1 U ° ° 1-, w u � O JOB NO. 0 c: 092033 0 acv y SEE SHE T R -4 �--J Q 3 2' y V 3 37 __ `. M 1 00 10 +50 11 +00 11 +50 12 +00 12 +25 •� DO D. jt - -- / FOR AV N ST. = m PLANTED WITH A GRASS COVER FOR STABILIZATION & SHALL BE A GROUND COVER CHOSEN FROM TABLE C OF THE VESCH. SCALE -1 P.) t ! 7 EXTEND D _ Q ALL STORM SEWER DRAINAGE EASEMENTS SHALL BE PRIVATE DRAINAGE EASEMENTS WITH THE EXCEPTION OF THE PUBLIC DRAINAGE EASEMENTS LABELED n- , U W 3 542.' TW �40.o TW 537 o TW 55 =5 TIN AINING x 1 -30 ° .s / IMPROV MENTS. Q W t1 ` AT THE INTERSECTION OF AVINITY DRIVE & AVON STREET EXTENDED. •4 BW 539 4 BW BW BW 535 0; B VN AL = 'TYP. / i 0 , �ROPOSE 20 PUBLIC _-2 un/ x _ 3 ° r 37 4 535 4� ), 1 , �/ / STR46 STR 26 SCALE, \ y 91 DRN ESMT. / 4. ALL DRAINAGE EASEMENTS ARE 20' WIDE UNLESS OTHERWISE NOTED. SHEET No. a N ` ; { V: 1 ° 585 EXISTING GRADE STRA6 STA:11 +87.98 S I K:38 STR:40 ,' TP:574.98 STA.10 +64.39 STA:11 +56.21 INV OUT. 568.25 TP:564.64 TP:573.82 I IN. 559.90 TO 40 INV IN. 567.50 TO 46 , 580 INV T. 559.80 TO 36 INV OUT. 567.40 TO 38 580 EXISTING R:36 STA:10 34.59 ,- TP: 62.25 ` INV IN. 556.57 038 INV IN. 556.57 048 PROPOSED GRAI* INV .47 O 26 O 55 UT. 6 575 I i EXISTING STR:26 STA:10 +00.00 ; TP:565.33 INV IN. 556.22 TO 36 , 1.15' INV IN. 560.12 TO 28 ' 6 W/L 570 V OUT. 556.12 TO 24 , ' 45 ` 2,66' ' STM- S N 565 �` 39 - 15" RCP III 31.78 LF @ 2.36% 560 15" RCP III I 560 91.81 LF @ 8.17% 37 15" RCP III 29.80 LF @ 10.84% 555 555 15" RCP III 552 34.59 LF @ 0,72% 552 WW 04 N M ch w w a L6 CMG to to � M c' co � � 0 00 � � 04 LA III V ° °z z Q W w z °z a� o TO " L o 0 ^ . � o Z Q (uj Q •_ O i- ° = z Q� t W U r� Q V 1 Q 0 N V �' Y z x Ln � 0 W pI � Q °° L z �° D F� 0 '^ F­4 W L� wa Li! w z •o F� v, J U) 0 z� J � O L JW �° O \ ° o � 0 O O .2 (1) x «, N °' ° N i w .Jr1 U ° ° 1-, w u � O JOB NO. 0 c: 092033 0 acv y SEE SHE T R -4 �--J Q 3 2' y V 3 37 __ `. M 1 00 10 +50 11 +00 11 +50 12 +00 12 +25 •� DO D. jt - -- / FOR AV N ST. = m PLANTED WITH A GRASS COVER FOR STABILIZATION & SHALL BE A GROUND COVER CHOSEN FROM TABLE C OF THE VESCH. SCALE -1 P.) t ! 7 EXTEND D _ Q ALL STORM SEWER DRAINAGE EASEMENTS SHALL BE PRIVATE DRAINAGE EASEMENTS WITH THE EXCEPTION OF THE PUBLIC DRAINAGE EASEMENTS LABELED n- , U W 3 542.' TW �40.o TW 537 o TW 55 =5 TIN AINING x 1 -30 ° .s / IMPROV MENTS. Q W t1 ` AT THE INTERSECTION OF AVINITY DRIVE & AVON STREET EXTENDED. •4 BW 539 4 BW BW BW 535 0; B VN AL = 'TYP. / i 0 , �ROPOSE 20 PUBLIC _-2 un/ x _ 3 ° r 37 4 535 4� ), 1 , �/ / STR46 STR 26 SCALE, \ y 91 DRN ESMT. / 4. ALL DRAINAGE EASEMENTS ARE 20' WIDE UNLESS OTHERWISE NOTED. SHEET No. a N ` ; { V: 1 °