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HomeMy WebLinkAboutWPO201600071 Plan - As-built 2022-07-01cl) z g am 0 a: LU LU z 0 z LLJ cr) J J d U 7! LL a: Uj H z a: am Uj cr) a: co) LL J J Q LU H O z GENERAL. NOTES: DEVELOPER: NEW BELVEDERE, INC 610 WEST RIO ROAD CHARLOTTESVILLE, VA 22901 OWNER. TMP 062A3-00-00-00100 TMP 06100-00-00-16000 DB 4966, PG 372 DB 4966, PG 361 BELVEDERE LAND HOLDING LLC NEW BELVEDERE INC 610 WEST RIO ROAD 610 WEST RIO ROAD CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE, VA 22901 TMP 06200-00-00-002AI DB 4966, PG 372 NEW BELVEDERE INC 610 WEST RIO ROAD CHARLOTTESVILLE, VA 22901 ENGINEER: COLLINS ENGINEERING 200 GARRETI STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: SCOTT COLLINS, PE 434.293.3719 TAX PARCEL #: 06100-00-00-16000,062A3-00-00-00100 & 06200-00-00-002A1 TOTAL ACREAGE: 06100-00-00-160MPORTION): 4.76 AC. 062A3-00-00-00100(PORTION): 2.29 AC. 06200-00-00-002AI(PORTION: i.00 AC. TOTAL: 8.05 AC. ZONING: NMD PER ZMA4 2004-07 w/ BELVEDERE COD APPROVAL ON JANUARY 5, 2010 (ACCOMPANIED BY ALL APPROVED VARIATION REQUESTS, WITH THE LAST VARIATION APPROVAL., VARIATION #'55, DATED 11-07-2018), NOTE: THIS FINAL ROAD PLAN INCLUDES PORTIONS OF BLOCKS 4 AND 7 FROM THE APPROVED REZONING PLAN. ANY REMAINING PORTIONS SHW_I. BE PLATTED WITH PHASE IIC. PROPOSED USE: 32 SINGLE FAMILY DETACHED LOTS AND CARRIAGE UNITS DEVELOPMENT DENSITY: PER APPROVED REZONING CODE OF DEVELOPMENT BLOCK REMAINING ALLOWABLE LOTS PROPOSED LOTS ALLOWABLE CARRIAGE UNITS 4 20 20 13-17 UNITS 7 7 7 0-12 UNITS 9 5 5 0 UNITS 32 LOTS 32 LOTS 13-29 UNITS PARKING: FOR BLOCKS 4 & 7 - PARKING ON LOTS AVAILABLE IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED VIA ALLEYS. DRIVEWAYS FROM FARROW DRIVE SHALL BE PROVIDED FOR THE LOTS WITHIN BLOCK 9. ON -STREET PARKING IS AVAILABLE AS SHOWN ON THIS SHEET. SOURCE OF BOUNDARY SURVEY: ROUDABUSH, GALE &. ASSOCIATES 2016 AGSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC SOURCE OF TOPOGRAPHY: VIRGINIA RESOURCE MAPPING AERIAL SURVEY DATED JANUARY 2016 DATUM: ELEVATIONS BASED ON NAD'83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUT -SIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 5100300279D, EFFECTIVE DATE FEBRUARY 4, 2005. STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PROJECT AREA WATERSHED: SOUTH FORK RIVANNA RIVER WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA. EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS IN ACCORDANCE WITH THE CODE OF DEVELOPMENT AND COUNTY REQUIREMENTS, STREET TREES SHALL BE A MINIMUM OF 2-1/2 CALIPER. ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE WEST VIA PUBLIC ROADS AND PRIVATE ALLEYWAYS, 1?XWDING BELVEDERE DRIVE AND FARROW DRIVE, CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITHIN THIS DEVELOPMENT, ALL PROPOSED ROADS SHALL BE PUBLIC. PHASING: THIS PROJECT SHALL BE CONSTRUCTED IN (2) PHASES BUILDING SITES: LOTS 197 TO 228 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. IN ADDITION, THE RESIDUE OF PARCELS TMP 62A3-1, 62-2A1, & 61-160 ALL CONTAIN A BUILDING SITE WHICH COMPLIES WITH THE ALBEMARLE COUNTY ZONING ORDINANCE AND BELVEDERE CODE OF DEVELOPMENT. CONSERVATION PLAN: A CONSERVATION PLAN SHALL BE REQUIRED WITH FINAL ROAD PLANS. CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE. IMPERVIOUS AREAS: ROADS & ALLEYS: 3.06 AC. SIDEWALKS: 0.54 AC. LOT BUILDABLE AREA: 3.23 AC. TOTAL 6,83 AC. ACREAGES: LOTS: 4.51 AC. R/W: 2.99 AC: OPEN SPACE: 0.49 AC. NOTES: 1. A 6' MAINTENANCE EASEMENT SHALL BE REQUIRED ON ALL PROPERTIES ADJACENT TO PROPERTIES WITH SIDE YARD SETBACKS LESS THAN 4'-11". THESE EASEMENTS SHALL BE SHOWN ON THE FINAL SUBDIVISION PLAT. 2. THERE ARE MANAGED STEEP SLOPES ON THIS PORTION OF THE BELVEDERE PROPERTY, AS SHOWN ON THE PLANS, 3. TRASH SHALL BE ACCOMMODATED WITH INDIVIDUAL TRASH CONTAINERS FOR EACH LOT. GREEN SPACE/ OPEN SPACE PROPOSED: CONSERVATION AREA(AC) PRESERVATION AREA(AC) OPEN SPACE(AC) TOTAL GREEN SPACE (AC) BLOCK 4: 0 0 0.22 0.22 BLOCK 7: 0 0 0.00 0.00 BLOCK 9: 0 0.22 0.05 0.27 TOTAL 0.0 0.22 0.27 0.49 NOTE: ALL OPEN SPACE TO BE OWNED AND MAINTAINED BY THE BELVEDERE HOMEOWNERS ASSOCIATION. i ■ BELVEDER I E PHASE Il vs IP PLAiq A 1..1qDN1E1qT #4 (AMENDMENT TO WP0201600071) RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA ZONING LINE (TYP.; BLOCK LINE (TYP.) PARCEL A FUTL;RE RIASE WA i �.;07 t 9 lOTat. I IOl iTi I .I 1-077�i 3 1' - 1.QIF to i Lp77Y3 ' ".•Q; J.a ❑fjT ya6. S li PAR , C'!LE r II b PHASE VVA Ik ' t ` ei IrI r •t i I CORNELIUS +nR a x al4+i�'1' _' F: .. � ��.� ./y�- �+�, � a,� !!, �,M �1 rid•u > ,r .x� �f•.{J+t "'gip �+L�F3�1�� j >r�o.:ZiW^w .'^'�k..� n+%� +...���..., 't' k �t•A.'Ci�± 1. ,v-•s Y M N ty : �- - ,. � A.nY.•� F a.- .yy�y. ! ! �.'. K' M%tiw _14 1 t II T s v ,.'LUT a,§ .' ` LQr ,,,.. Ip -�: as., I� LD7 uz� ;n1 _>ifl LU'nu II, .4T11 :• i . 'P 9i,1 ERTME.STA1 ' LANt7`RIJ F,LC PhASE NA "li ilI .I•,t 03 .i1 , L AI: wit 11.�i#�_� F a 71 :y I iRlw *. 1 n �r Uz PA*= D PHASEIVA - , ti ' • 5 er� � C Iry ,. i r IK� r SHEET LAYOUT SCALE: 1" = 100' PROPERTY LINE (TYP.) FUTURE BELVEDERE BOULEVARD RIGHT-OF-WAY 's, '�,�`-'tom '•,,'�'t FT r. ' _0 PROJECT j LOCATION DUNLORA, JBDIVISION SCALE; 1" _ 1000' VICINITY M LEGEND EROSION CON r�ac * ]^RG"'A E�°w' & SFI�tl► ENT C0NMOL HAND8"-vpranCA MW ffi-AffiE7R (ST9J STRAW BAIL BARRIER 3.04 DD D V TEMPORARY 01 WAI EON DIKE 3.09 8o TEMPORARY SEDIMENT TRAP 3.13 "Lii1D SEDIMENT BASIN a 14 rP WLET PROTECTION 3.07 0 SIL r FEAIcE J 05 8 CONSIRUC77ONI ENTRANCE .3.02 8 r► CHD. CK DAM 120 ( FU j TEMPORARY FILL D)IWR90N a 10 0V DIVERSION 3L 12 PS PS PERMANENT SEEDING .132 TOPSQILING 3L 3Q GYP CUL WRT INLET PROTECTION 3.08 0 DC DUST CQN TROL „L 39 (9 �---'� TEMPORARY SLOPE DRAIN 3.15 SA999990000= SAFETY FENCE 3 of 8 P` TEMPORARY RIGHT--OF-WAY a l l OfVt:'•RSION "'FSURFACE RQU91FNING 3.29 STABIUZMA SOILBLANKETS 3.36 T7 t3LANKETS dt MATITNG Sheet List Table Nor S70RMWATER MANAGEMENT PLAN v v v vvvvvvvvv-vvvv -------i 'VSR^G CULVERT ,..��. EARTH DITCH THE RAISE OF THIS AMENDMENT IS TO SHOW THAT THE PRIVATE STORMSEWER PIPES FOR LOTS CULWRT t.WYWMY C(AyRT 245-254 WERE NOT CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS. THE BACKS OF © DROP ffiUr & SMUCTU R£ NO: MARK THE TOWNHOUSES AND YARDS ARE NO LONGER DRAINING M THE RETENTION BASIN AS SHOWN ON SHEET 3 OF VSMP AMENDMENT #3 OF BELVEDERE PHASE IIB (WP0201600071). CURB & CUTTER CLEARING LIMITS CLEARING A SHEET NUMBERING KEY - MOT STANDARD STOP -vJGN -INDICATES ORIGINAL PROPOSED PAWMENT PLAN SHEET N0. EC-3A INTCIf EVSnVG CONTOUR DEPTH OF EC-aA ruTr�r --- PROPal�n CONTOUR . INDICATES �- S. AMENDMENT N0. £C-2 DITCH 24a-M PROPO-S D SPOT ELEVA74N DICATES AMENDMENT �• DEPTH OF £C-2 DI1LtI TIV DENOTES Taw of BOX A A J 7BG DEMOTES TaPIRACIK OF CURB rn LLi o zU c') M--� w J� U Q z ZoN 0(o ��g >r/� cn T- > Q j = J 0U aJ) m G Z =LL' Q W oU) Wog "Q L0Q <Z �v Z0 (r O `>R N C? kL V u- Z_ N O � W N �t U) N w Q z o UU)LIJ a J O a o- 0 wM rn Q rn= 0)U z O F- _a L n w 0 W 0 z Ci Q z z O z W o F- a � W W o Q a. U-1 Q N -4 o z `-' DRAFTER: DEG DESIGNER: DEG PRODUCTION: 0 A♦�y L ggart M2.2a41 7 2022 +-aroxAL sMa Q w 0 Ir 2 LL W (c) w z (D T m (J, J Q LL a = W O E-a W Z Q W w oEr N ° ax W W (.0 o Q CL U Q > cf) c� X 0 G � Q W W Q 'm w I- Q O DATE: 07-1-2022 SCALE: AS SHOWN FILE: WPO-2016-00071 RGA#: 8438 SHEET: • OF 3 J.\RGA\TMPROI\8438-BFf.VEDERF\ADAMS PHASF S\8438-BELVEDERE-PHASF S-VSMP.dwn. 6/30/2022 1 Y07-14 AM. A,ftCAD PF f'- lPo W.1 - I(0000-n (79 j SPIL L WAY CREST TOP OF DAM ..-.___--- - - _ _ _ _ _.. r .-• - _ - \ LLEVA;ION- 416.25 ELEV.- 41 "a �3 I ' '' I •' ' - ? ,, __ _ -- ,ara - PRE -DEVELOPMENT NANSQN Gt111CRF- TE L. RVfl--�Rlp Lar�' '' I C -_ __ - _ _ANli-VC)RTF_Y, �14ASiIpAi:IC `� __.,_..,..-. - �- • � .- - _._ .-_ -. ,-_-� L', . ` �,� y "" -r' SCENARIO: 11 /--bo W10 .V , t r / - I / -- ~' . _.-- �- _, , �, . z `-• -- ,� X -" ,r , r ', / ., F___ - � �� -y ti N ..a,-. 4Q�' ' r � •f„ _�~ SG1LEi" sinp 1`% OUTFALL CHr h'NEL I,v/. _ _ --- - .. - - �� ... _. ,gam ., `` �.~ ... -.- -- -__ -- _ .s1. - - - 3, 1 SIDE SLOPES ISir :7 _ i r' f• . .. I lr -_.,_ �.. ago -~� "- _, ...,_ � . - � ~-. - _ _... -__ .__ ,.- . , )'N Lt' 1 ♦ J l - _ ' r f - ., '•` - - - ' , \ t`•. "X '" . - __ _ - _ y% ` sr ` `- . ti y \ ^ r f �11 r 1, 1'i�' 4 -,/% / /j 1 ., rr f , � - ; �i�r ��+ _ �, '/ , �• �• I - a _•'•012'� j' l , y " '4 .,, ,%� _ , � _- N - ` J* r rr' •ram' .j10 y • � „r„ . - a� 't �. \�'y♦ , ,._- f/ 1•r 35" RCP AltJL%STAGE RISER. FOUR IJ --- _ i %f r,'' - -- II' %` ,.�,�r '�'-'��`�r:? �`��J (i=-�� �'' J f I '' AF4" LOW l2dW rJR1h7GkS AT +rLEV -r" ' �-, - t `• %' - k I/!J y�,f. /ffi ::' ";_. __ .� - . - `` 4y - .... -'• % / _ r - - -- r . ; 1. - f . - r .._. STEEL WEIR PLATE TO B 411.Ci; f�7 MID -PEON' I ,.� /-----�'___-- ...___ __ _ _.1.,�. �, ._. �� FASTENED OVER THE 2b" t1141FIC.E5` A Et Ei! - 4 i 4. t)' & RISaER ,�,Y, ,. r ,.. '-wm- * Y .ti ., L' I . ', % y. _�,_,:::��_-�. a+ _ . ._,. 1 _ . t_ 4 �` , ' �r �;'T ,� / / M: -11 4 _ � rlt,dt.,. - ,� r r OUTLET OPENING TOrF' EL£V. A T 415,5 - - CDVERING 1'-3/18" OF THE 1i� AQUA TIC BENCH "- T _. / „ .' __1_______`,/ OUTLET OPENING. SEAL SEE BELVEDERE PHASE ZA ROAD PLANS ,+ � % ' . `` T f ' _- _.APPROXIMhTELIMITSOF- �_ _77� -i ce _ �, "" �.,"' I.11 -� - = 1 ", r` ; r'" - �� -TEMP. SEDIMENT r3ASIN '% Nei - _r , - - OPENINGSAROUNDTHE URIFiCE G'OEFF.= 0,6 (SUBZ012-0152 AND SU82018-0106) FOR : .�'1 I . !f/ ?_ - •�� _ f'/� I�aA'sAseurLT5u8AR A ��� - - -- '' ,f! y t, PLATE WFTH MORTAR TO THE = �-- �.I ="�'' ;' _, �,+ _ _ _ _ J CREATE AWATER-TIGHT DASH RACKS SHALL BE AQUATIC PLANTINGS IN THE PCiN P =i-F oa' -- _ 1 ! r ` /^+ is I J 1i i -,. �� . �, f �,� ta�__ -� o'�!r'•' ` Ert - __ . _ - �_ ' '�11 PLATE OVER THE OPENING, INSTALLED I N ALL }1,,, `"' ! � +'g 1 1�� ' I �! � ) '� I , , �' , i f ,- -5 ,`� o -4 �_��,,-' .li X?IF1CL'S 1r1� ACCCIs'DANf:E ,,,,,_., _ . _ ..-. 1 kr + I% e �u 1 I ♦�, 1 f 4 � ] .� f � 1 r •' � 1 I f ' � r S t i , �T f StJ� � � . -^� :- � / ./ INSTALL STEPS IN tJ(. RISER I i I mo. + + ` _ �1 � I ) ) 1 I I I 1,,.. r r'' / ST RUCTURE IF THE STEPS s'/' THE' F AF'r�RC}VFCJ 24" CL_ Ill RCP 8Ar?kF_L _ ) \ I �\ / / ` �i1 j ___ .�-_ � rHAVE NOT PREVIOUSLY GETArt f3N Ft�Ltl4�ALE^J;: NIH HEIR PLAME SEE DETAIL IRIS SHEET ' C� ti �•r ,... _ �t.w �`' �y } ' / _,- __ J .i . ;� J� �„�.�►:. sl•.y�E ,1 --'�, l!r` __ ._ Y _ - -r r ,f �, BEEN INSTALLED. fOQ LF * I fir" a'i _rr �,-•- r _:�. ';�►.1, /JJ f 41 __ . - sT a Sax y - as - .• / r w 48t- �11 - ry11 _ ` �., __.._ )r'_I r. _^ � � ' C'j��k f/ 1 �.. '� f - j f DA'4SAf :• ''. �� ``' ••_, �f i1 ,I f I� a �APF'R0J4EMA rF LiMtTS OFJ' l , __ - _"� •'"- o 90TTOM I FV.=405,3� INI/ IN= 4O4 50 f,r ` ,'_ " -�. / . .{ f �� INS OUT- 464 0a' ( { ~, -' `- ''� - J' ' _ C�JiiREMY1rAT�li�hlEi�j.,\`� `��` .r' ,l!' MP.. EQIMEI�T.BA y % s j.�� 5 q g ,^' :. _ �-� - :�- _. _� � � - / J /r, I ., I -I , Toy 't 1111! {f" zrs ASaU1LT SUBAREA . __ H _ r 36" RISER STRUGTU w • '�' ♦' - r RISER FOQTINv CONTRACTOR SHALL Pr..1.rG ONE of 5 " THE FOUR EXISTING 06" MID -FLOW I ; - + ORIFICES (INVERT ELEVATIONS OF ♦ '-v " 414.00) AND INSTALL A STEEL WEIR - ;�') -- r isa P ' `sIp � ,,..,,r y-�� � � 3THE E COVERING THE TOP 1' 3/16"-=_-----=�- r OUTLET PIPE � r �"' THE EXISTING 24" BARREL's *_ 1 t �` 24• RCP .-_- y. __ _. OUTLET -SEE DECAIL, THIS SHEET _ �,,._�y`- rNY. l:L.-404.50 V�'�V��t•i i��'`♦ � ri% iS /� ,,•r , _. f '/"� / �._,.• / r 'i" ! � - 1} � 1 -L -! - .. +� - - ' - - i - .., j !r �dr''f."r i / /r�'�„ J1 ^w . 11i�1�f �- ..` Y �✓ - •."_r. "Il J'° _ _ _ _ _ t. 'er f uv.: _' _ r� / I '-1 fir{ / ! ♦ ♦ ♦ r ,^ - �� r� -. _- � d' r, •° �. _. �- v 11 L01I.6i � t d ' ttllir6 1 f -6Y/> y�1Ap� 4lS l!! y l0S-"s1_ 40!'>�ik 1 i ` y ` •�.. p '_ �'" ' `� - - y� r" f y ,,,, i __ r 2 YEAR r i2! 1 a9P` f �agyee i J yw• I ,r� t ._. 464 r _ ,., / W a E. , �1 i i I '� - - " # LOFs►o Y ,{� ' ! ; c - , / ( 1 { i a s - �7 , - y % l /� T' t 414.34 "i ~. r w. Y I. _, cai , r ^?r f / z , ,. - 4� - ,_ ' # -V J / WEIR PLATE DETAIL t -' _. `. l -- _ __... �.�_ -r --` >, r - �.. .� fi,,f / L _ F L i;i {a► i _r y _ ',,, s _ �` REFIT WATERSHED) / '! /' %` f � ;# A. N.T.S. e'Ir' YE AR 1 ti r =I -I LAT 1 I .1 '�'4- ��z ''F� Ott - ��� / r - /f ! mui�.y, w. $ ICJ' M7D' TCN' CJF DAM -� , - .. i i ;. f /i 1 - ♦ cT ` .. IV 1 I 1 _�' � f rr �: ��A _ 'f•' ��T rd �, 4 krQ' .� SuaC - , J� ! l ,� J! l 1 I �t _. .+� .' 1 / 416.34 IfAJVSf,b'�1 £LI V _ 418 D r L nAV ` /, for 11a _ A :� , �- .'YF `s ♦_ - ..- - " �4 _ _ I. z 1. - I D0 r'EAR. 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DF DAM 1 E' V �= 41 D r. 3: SIDE SL D� E� f =- t r - _,- - - . b 1 /Lpr � � %f, j �,+` r,J ' y.,'1<r• f ± vr,f I / � � \ '', I ♦� .- -. -- - -.-w-- ( (�, {th. l ` y% f y ( '+'- f 10 --- 'f y / 1'f ; / ' � f'''1j fi ,k f%,' i , ti 7 f t r Tr "� , ;, -% :+ h' l `,. 't. �'♦•. �.` •`. L Y \ r -° _J.=2 ". C LCF=�j �T r r 9r, > t 1 1 l i , `,,. K fjr `.'.+ A • 4 S 1l r° '. ,f !f"7'/ i. A 1 / ` ` `,, 1 j i r ',.• k \,' 4 r'`� ri''� ► :l",,.r_ r ..-.-- •►•^'-7i 1 .. +i�fl,--'/ Xl'� ,1'f / f!.%J� •Y-,�• ., I 1 f .ti d e ! �' '\ f MAX. EMBANKMENT ,. ••�� f I 'a �'� 01 i La; ,,F� rJ 1!> ,:fr; f�!%ffir7? , f r / � � 1 , I % I "� �. - �` ' ' ',. ._.- ..,.- __ _- ..... - _ - - .,r.- - - -.. _! . (418-404) ' .,.r'C 1 r _ ! J •si� ♦""'?{ ,tip. LOr>Qp. _ I , I .. , •.L yfr//r, c '.., f n ! ! I l I i , i ,�� '� `♦ 'y f t� J .,.j:F /� �'.,'� r"� CIiT , LCIT '1,•ry:-',.(',Y y:�T.-."•','�_ __ "`,- J // '1 1` �.` N 4 TYl. W S,G. ••+�.._ .r tit ��11 q �•y�/.�y ,. j,r/ :: T .... ;•. ... '- �i, h 1.-.,:C,, .5:4, S 4,- •I •"� I t \ ,� .�. I-VNDIf Y{,7 /' L7T7:P- .3„ , �n .-'. .,.L 1 ^I - ir"f 1',, ♦ 1 r `' - 11% - .7' •�•..r. ,, ti:ta v.,s ;r, _ .�:-...._- t 1 _ li 411.00 DEPTHrwr 1. .,-' _ :f-' � t R 1 R HAII F , r•, a'_=-' - -_ _.. 11' " - �j]� jr : CaM RAC i0 5 tNSiN.L ' ,r \ / ��'T%OM i%F W r' ..-,.u`:(k'•: r t •T� _ �` 1 A STEFI r �• � / 1 t t - L, r 1 _ \ , , 1 1 ti f FDR£B ELF 1 .,.• ,,- f t.OYERING THE TOP 1'- lfi ORIFICE E F -•- G. o e f r, 1 \ � i t , 1. ►+SR, 1 :1 / �+ �• / / �! of THE Ex1STING t4 4a� 1� ' / __. _ _ 11' r 1 r r J i fli r{.r _�- LOT y{i. .. ,1 t v'rr rr/i- - n iI v r - _ r* :«% - ✓' _ ' 1 i ti i I 84LiREL's OtfTLET r - - 1 _ W RIPRAP SPILLWAY /f / > rrr f ,Jf . / �" s - -.*� r / I /'. - /: �!{ / /,/ K� . • /I' f/ r i / f _ _ IN LjuSo i'NG 7E1M4 L _f`'�r�1.� 0 - "r ` a :«•� 1 O 'f ''� .�11rr>t'W l I I _ ^-•-... i'r-b- %/. ..'. IiY� r `�. 1 I'� - 'C,� '_• / ' 13' $�E SL�}P�"$. :/` / !. / _ / J r e IAT / ., 5 wh 13rA5 J %%f f �f..lr , f ' : o ` _ 7y� i �+ !. *1 f / I i' i /� ' ` �' . v\ �' ! , % 4 MAINTAIN RIPRAP CHANNEL _ __ - w..,. -..�' y 4 _ � ' .y Lt1T �� . � �/ ?III I II (APPFiOVEO SWM F, �I /� r `,` �j� \ \ ` .�7^ � � \ �� i � TO OUTFA.L r , '.,.:, .�' !.-' -... ., -1 ND rjo• io � � / f 1 tIj;l � 't.71• � -. / � / � __i i r `,���It .I 1. _ i f - ,.f...T' ~ .% I I --'Y ./ - I." flit l ` ,` 1 1' _ '. MIAI. 8 R+i13E TOP L� 1 t urT _ ' f I:'. f �' = // y ,, I I 36" kCP ,til11LT-STAGE I?ISER. FfJtJR DEEP IMPEF?ltUL!$ CORE c1r r F- �Ri ' `� ,. ✓ ; I r.' t r�' r t, I f 1 v F D4 LOW -FLOW QRIFIC£S AT ELEV. y 24'' CL. III RCP .BARREL CI TOFF TRENCH WITH 1:1 r �• S- +.rain � f � f /� ., •' ;' , ' f �' / £. r-r"` " r � '' � r 4�t I I 4 I � w 5 WIDE FORESA f DAM 8a as WIDE FORESAX---l' �. r � __, * / .- � f / � r I. r �, "" �.. �5`r "t+����.• ,, r' l ` 1� � 3 � 'J tL SPILLWAY %IA C NST ' TE F YOTTOM CIF . - - 06' ItrM10-FLOW % iNE'!R PLJ41r, SEE IJF TAIL SIDE SLOPS., SFF. DETAIL ON - - _ - -464 / /�„ � .� W S LL SE 4 RJC Do ��' Lararw ' �_ -�.. ,. _ _ f','aa4 .1 ,, - - - �11 r:�_r;:.�,;,r ,� r _.t� � 1; I1 � r _ lOU LF Ai' ©.5(3X SNE[T 1 I --- _ r L. t' ' ,r IPCE'_} A T £i CV, = 414. O R! aF THE FINAL S1IF - _ _~. + �, i / It UAaION BASKETS W9TF-I VDOT COARSE. RFfENTIOiV CiR de 5E7R 0P1 - _�1Ny. IIV 4fJ4.SQ F'CANS Fr}R t1FYL71T!'©NAL / Lor . %f • ,{,'• - 1 '! :ir I � JirG r I T IC BAShY� T[JF' ELEi! T 4PS.5' cr ea '� .j r`= -= _ x .. / :. f / I I a REGf1TG 1 C)T£)ST LEFIL FILTER A , 1 1 LfYTs9 i. , :x }_ w F r r.: ♦ ) t w. I t r / aTa 3 a ,- l �. } - rr/ . I' �r/y ae.rw NFa1414i�Ir1on1. MR.�r - 7Imo. �; } _ I II JNI3FItL1tYMIEt�T SHALL ©E INSTALLED. S•Cla p�.r ;3� z;� ±ar ? yM-11 r;' r� 4 y / �: f 1 1-r J ,� ` ; 1; i .,.113" am .' X 't',. _.�. ./, , ,, f I _ f-I I I , j '• .: �,_, -�,_'��!,! WEIR CREST E -"`r` � aF'� .{g,, {�^ r •( N'Yr1, I,/ 1-1-1 t % �+ r .r' `''` ,�I1Y �rR Lr\v'� r GL�V.� aQ�' ..'M` ? jam,,- .x'rJ^'' y-/ '/. q,� •1•- - P. - ole7l !! i�• f - { t " ' s ��" % l ... , . i ?j >,�'�,� ¢� ` f fi: 1 , }Cv, I i�r/ � .• I ,� ., _- f .1 ",r`"SxI "}• si!r.{ tfi"1 <' o�}<q,g 4�rt, I' �t+ l j r ^-r•l ...., rrL.,',�rj / j Jj .i" r l f jf .ti�'3t ,,':=.'i «4i• 1 , .,s�1' e ,. ti l'- 'T'r y,' ,, F .,!; , ,/, t- '�t- ,•.i ' �,,,. - % S 1 ! x t ,t j•' ,/• " _ °I , I I ` .� /�' �' {' • ' I/�:�'-1. :I r. I 1 r '1.) ♦ti _ _ _ ",.c.c r.. "� r` .i r / / �r, #r t i , s r' - �""' l a - .- � 1V I a B,A�S'l�'1� .0' :. , ;,� r:' f5. rt't! . _, { , , _. ,� r „ :, r ,, J I r� ;, r ] , t I , ._ // .11•-,r •. I%/,rJ; `vr //' :"•t: '• � 9 4 ., ) '7Ii � ., pri 4 i v7• ° ti6 a fr ! J , ,' I j I �1 1 % _... (yry %��• 7y-t 3 "•a.,.asY''", . ,fit ,.J �� r/ f .+.'r 1t�• . f �•f• yip`' f...L"I '�, jam. 1 ' , r / f,s /H , .� . j'_ %�' I I ' ' c 1 r 1 i r' .r'• ovaa A�Vll • f.. J : f i :/ r' 1- 1 t L I S ! t :'" . 7 #: 1 i t F �1.1, iil .. __ - a. \ ' # ,. 1 1„ , 0% - - ,. ../' _ _ - - __... __-'- ~ - -,., �: �'� - •-- .- - .. -._ SCENARIO: � 1 , , 1 - tzr :d %• I ( r r rI' ._ „„_ .- f ' - f ,� - __4w �'`• •.�. \ ."` 1 „ 461�•.. _ . 4__ ✓ .'N SCALE e- ioo' i ,. i 1� i *- - . _ -^ , y11, , :t 4 I ''• Atil w z Ltr ?I --.___ - 1 .I r / / I _ 1 / :a _ s Y - _._ ._ \ . -^ fr pl - ' I . -� r / / `� - , 1 �' , �� x. y ` `' \ / 9 I ' ; i ODNtNE OF LL PlG6' �. I k L::1 id j ,% 1 f .�- - I �` sYrr,,_� '', 1 S I! {1+1 OF THE FOUR I n *11 _ 1. { f t;., E1S15r1N[i 416 N �- ,. / A 1 �� _,_ - I i d i.`' ORIFIL ES iNyERt 4 t r - t 1 r ELPV ...__. _ ......,#,I- � ✓ __ ,. I .... -` • . „_ .. .�. � .. •, _ .' •• i' ATI4N5 flF;ILOQ). C _.11 !/ -► ' '', . '\ 4V /1 I R�.! 11 .$EE@ELVED L'lIASE'Z4 ••I i ' 'r q � / - � ,._.,.,.... _ :_ _.. - f 1s �oR+A i '+• - �1 tti Inr ■ I PLANS (SU820 - / _ I > - LQTd wlr.Sa__i LpT� v TURE LOTS ND ,wll' r 01Sz AND > d .,_. _.__ __, ...__..___.+ __.-_�_� ^_ '�" ��" �� ,;o - -•434 _ LnT EPARATE I ;aAm�' f It 'If I 82018-iil8b)FOR.THr=AQIFATi - ;� -- !:_ , + ~vw� , a T.11 J w " - -,� % �"r" t ; I. I f I - I }mil U Approved WPO 20120009fi Approved WPO 201600071 I I r .1 % % / _ = `N�� L `�' '"Il/ ? - - f . J, t l 1 I,1 1_ - _ - -' '% I Post -Development Drainage Proposed Post-Dlevelnprnent Proposed Post -Development 1 -- i � / 1 _., ! Ja. // '7� �� \ `' ' _ _ f , 1! ,I 1,11. - -- _ __ . - -'-- - -...- _ 1. • ._ ti _ i .r 1 Area 1A Drainage Area 1A Dralna e Area lA -J } I _ r. 5 . Y,• _W til�� » I _fG• I 41 i ter`/ ...--.. - �Ir il,�r i I 1 7 1 +y, a► 1 * r 4 f Area ac. CN Area ae. CN Area ac- CN - --•-- - 7f) + . �, 1, t� 1 ='F.4'.i:.�•.. .�.,'' 9�� ,�,--'-*�'�'�-' .�• .� ooKFltAt�vLtsl�ALieNSIIReTHE -- - , - -- ._-' _ ----- - r r *I . ♦. ..;.,.., :, ,, �; Lwrr t f' tt { t I y, u, ;v . _.. y . , ,, . f+ ' y EMERGENCY SPILLWAY IS CQNSTRU4iiD TO r I m ervla us Areas $.92 98 9.18 58 9, 52 98 =�,Y-...�..��, �".,... � / . •-- f / -�� :�,A• .:. > � r: •ails DULN ®N Ius PLAN p � y \ ,'N f ' `` PhSIONSHWEFK1_ T 'Inn envious` Grass (Factor of Safety) 0.76 98 0.50 98 .17 -* •=_ t'"� I �, _. . & A p ti' ti 9$ I ,.' '• ,. ,. �`, � ...,:- ' ,.- ! _ / CREST ELEV.-¢rs?5') aoNTRAcTalre . , �- -. / i + r - y,.- tt � 0' BOTT(1M WICTF! W fH 3"1 SIDE R7.OP!$ I y I , t' ' i 496 , • - - 4g4- y, 5 SMALL ALSO ARMOR TM[: S�LLWAY wrr" Grass/Lawns $.76 61 9.26 61 9-59 61 I q'` y_ ._,M M. '•1:, / r t r -• 0 SW FCitITY'sFI1VA! wOTc C r (%I E y t_,' y""_' ! ! M �• APPR VED L 1 ruPaaD, w>tu� r,ur�ruNrrr+�A °' -, -1.4 � _, ?-�_� l.-� I -.- -- s - -, �. � ;' � r .' .4 rI �. - UBAREA INLCI)DESpHASES.ILA, I1B}T}tfti EXISTING RETAINING WALLS Af�O cRrsF ELEV. OF 41lt.Z5 . SEE LDETAtL 7Hr5 Total = 18.44 80.4 18.94 79.9 19. 8 79.6 _ - x - --� 4fir ., / �� ShEby * /'-'~- _ .r ..;�� r.... . - 1 ! ,' - , FUTURELaTS SOUTH OF FO+NI ER SrREET FENCING ALONG if IE WAILS PER } p ` S .f / ~ URE L S UN APvaoVEa wPo ziylz-copse ANv Values used on ApprovedWPO2CJ1200096,sheet5 - ` - }1 -' /,f r ! / &THEFUTURF-t-OTSNbRTHOFFOWLER' � � 1 �, : t: y I.�' , '�♦r' - t , ` r a� / SEPARATE R _�-SFIEET. SEETHE 5Wfv1 M1IARRAl1VE QNWS -, 1111 vw...v.•1•'.•Ym�rmr-rw, t i 4\'� __ - i~. 7 f`/ - f , f ,* - �. SHE FOR IONAL INFORMATION. - YY,. Approved WPO 20220009ti A roved WPO 201600071 r Post -Development ' ` + - ff-A _ `,�' r { !� - - � _ ;: ;.. _ THIS VSMP PLAN AMEN 03 ApP PP- i oposed r '� :. NT a DMENT ACCaU S Post-Develo meet Dralna a Proposed Post-Develo m -•• .. '` ''' '' - ' ' r ` ''r!00 Y FOR THE NEWLY ADDED �.o TOWNHOUSE P $ Development Drainage Area lA{ _. _ ... - ,. ., �° / = �I� _ �' +�fy J,r TS R 1 F T FFT 2 ear flow, cfs 3.92 3.75 3.82 -"�` R r 9 n +` Jl 4 # -• L-T 2 I f� Nn TH [�F i=t")W 1? C R _..__ _ Lai-+;+C x t- ' `� �µ �" 10 year flow, cfs 22.79 22.68 22.58 L' A T � � �� � �i � � � jr � ' / � y �ol,ro � A `M uo-�ei � s `Eat.- � 4 J, _ _ ._�, . .-_ F2J I� / ( p } i?I- La �sweis u1slalLl•'., f r , ;. _ 1 of Freeboard in 100 storm YES YES '` - - = - �: :; ,.• - _ _ �. `l - µ . Yr. YES _ - .- _ 4 - ";;"_ _ .Y __ - - ky-OVN ; k__-_41_. 1 1 -.12 TO OFFSET THE MINOR INCREASE IN RUNOFF BEING SENT TO THE APPROVED RETENTION BASIN, THE i - p c r y 9 rr r ' r `, I L - I',A I ' i 49-C ,I ,t r 4 .A,T. 46 ... .. - . _. � CONTRACTOR SHALL SEAL ONE OF THE FOUR 06 MID -FLOW ORIFICES WATERTIGHT, ARMOR THE �lti I, 1 a�°{ __ A- - EMERGENCY SPILLWAY WITH VDOT CL. I RIPRAP AND INSTALL A STEEL WEIR PLATE ON THE BARREL'S J� ` �� - � �� - 1 _ ._�_. LPri 6 ' I for ti �1 -. _. - OUTLET. SEE' PROPOSED MODIFICATIONS TO THE RETENTION BA ! ' D TA O THI T <<, Lar I -I, _ 1HE PURPOSE OF THIS AMENDMENT IS TO SHOW THAT THE PRIVATE STORMSEWER PIPES FOR LOTS _,...� . ' ' "�^'� ^^�' "I �, ' �;� ', - }I 1 ___ � - 245-254 WERE NOT CONSTRUCTED IN ACCORDANCE 91H THE APPROVED PLANS. THE BACKS OF a "aTs uNr�ER ""'tr'"' +rs LJ k, try ; _� :. �' i _ t UYF%p ' /; THE TOWNHOUSES AND YARDS ARE NO LONGER DRAINING TO THE RETEN71ON BASIN AS SHOWN ON �'. sEPAR EREVIEW ; / -- I 1-ao' OF 5TORMWATER MANAGEMENT NARRATIVE:`�,� -I-... __ q82 t ! _ _ I ,� ,f ' , Le�,4a '4 �- r I, `ar SHEET 3 OF VSMP AMENDMENT J3 OF BELVEDERE PHASE IIB (WP0201600071). l ti I r >r� , � toil-rl4 OVERVIEW; r .y` a, - !- 1 � / , ------ -- -- SMRU THE PROPOSED BELVEDERE PHASE IIB AND THE FUTURE LOTS SOUTH OF FOWLER' STREET WERE ENVISIONED \`` �, --' r { 1 Cu uN R �: r; ,_.�I r. r _ t lv+r tn� :'1 LOTx{itp y 1" r i I ({orssE / CONSTRUCTION r 1 1 E � ' i �� , L -- - - -- E DESIGN & APPROVAL OF BELVEDERE PHASE I A WPO i o b . TH '' '% '` _ - DURING TH DES I ( o ao og) E PHASE ILAAPPROVED TYPE III f -� >'.: wrl ay( :_. 1 ' : ._ .-� *�-_ ,•-►ivl.,a 1 �' � � t tf +' 7 A y " '� . , r \ 4 '�:.: �, " ":; I 1 Z � 1•_ / i1ELR c�OL�F'F.- ."1J RETENTION BASIN IS DESIGNED TO PROVIDE WATER QUALITY AND QUANTITY TREATMENT FOR ALL OF PHASE IIB �"' -- 1 L0731 ;$ 1 ,a 'w; ] / 1, , - ` ` ``- 5Q_,... r ` / % �t .. _r- 4Sl sp,. ti tC I } �, o �.- r 7 M j AW TT,wj y ''', ~ �`' AND THE FUTURE LOTS (PROPOSED UNDER A SEPARATE PLAN). f ! r ,� _ :__T>" ,; ;•; I f 1 Y: f / 1 , t ', ; `' Lurmt �1_ -.� -�{ 1 ,a1; I ,r�r �,.�. >ti I£4tERCENCr W0T CLASS / Rll�'RAP '. �- SPLLWAY M? ` .,,, r 1 - N� , �,� TN FILTER FABRIC S17`' , A ,. --�- LOT aLI __ ri - - �+ <"� ,. _ _,. r . x. _a,, K .:- - - u- r :i: w �, \ TOP ELEY, = 416.25 »4 s •. 1 Lar ry -',;. ;,_ :. -- - �,UNDERLA YMEN T D P TH WATER QUALITY/ QUANTITY SUMMARY: -2 'E F. gg, O O A PHASE IIB sROAD/ALLEY ,' :, L - :�..x�_ . ;,..,,..I • �. ._ :...' I :' •�, THE FACILITY WAS DESIGNED & APPROVED FOR ALL OF E NETWORK AND THE FUTURE it ,• �. a -,__ :. �, � �*� FMERGENCYSHLLWAY r �.. '1. p7� 'N_: ___ ... ) :._:...,! •`,". r....,�-.:. _ r .r •:•`\ ,.'; r�;.` ,y •'`t�,'Z.:r, f _ . Y .!(�, .... , .1•A 7 Aj _ .. -i -.._ _..,,,r"__ ..,r h_'r'.. ,i, r.T „=T^.. _.s�4 .iYk;.`t .. �" t � �, .� LOTS SOUTH OF FOWLER STREET SUNDER SEPARATE REVIEW). THE PROPOSED PHASE IIB ROAD NETWORK IS / ,.,�, .:., - ,� „•:..:.. `:-::,::. _ r °�- _K!, ., RELATIVELY THE SAME WITH ONLY MINOR SHIFTS. THE FACILITY WAS ALSO bESIGNED FOR o FUTURE LOTS. / OKNWACE ..•r +: °' _ --•' ) r =A - t ,. onstruction 4 PHASE IIB INCLUDES 2 LOTS AND THE FUTURE LOTS SOUTH OF FOWLER STREET NOW TOTAL zz LOTS. THE , `..r�,I - -���- i i - y'' 1 ' -'- `-- 1 •r y: T ` 4: 'I --. ��ement Plcns 5-_�.--� ti --~" �' ✓,,�♦�, d- ( 1 j.' 1. All darns and constructed fill to be within 95 RESULT IS A SLIGHT OVERAGE IN LOT IMPERVIOUS AREA FOR 7 FUTURE ATTACHED TOWNHOUSE UNITS ,.,.,1: w_.. R ,,.-...,.�_-1. - 472 _ 1-.� . / I _ _ 1ti . i . , , s.�A,�. .- -• 1._ -- LaIF,�, ! ? ,. �"`�-/, . 1 .APPRav�o � ,4_., �: J:• � � � � � _ ,. ••., �. of maximum dry density and 2% of optimum ROUGHLY EQUIVALENT TO zz,zoo sf. HOWEVER THE FACILITY WAS OVER -DESIGNED BECAUSE THE APPROVED' -� ' -'=--- = "F'„ 1� - / '1,/; swn� FACILITY .') _ - + �' y 11..' S 4 ;.:. {• ,y,,,. `� i LC-- - r / .�g� 1� •� /� rove moisture content, All fall material to be approved IMPERVIOUS COVER COMPUTATION ACCOUNTED FOR 313.62 sf OF `IMPERVIOUS' GRASS. THE GRASS'IMPERVIOUS' =_= __-_yam r _`0T"'i° �'' ,_ ' / / / r . ,►- 1' • � -•r" ; r t by a geotechnical engineer. A eote+chnlcal +- ,--�t.5. Y, , L�r,er _ COVER I5 A SAFETY FACTOR THAT IS NOT INDUSTRY STANDARD OR REQUIRED. AS A RESULT, THE PROPOSED - - - - _ :ar.�a --464 _� ' f �`, 'i f:; �--' - r 1 4 �}'' engineer is to be present duringconstruction of • / _ _ _ +� . , I , I '. _, _ - Y , __ - - - t , R, ti dams, PHASE IIB & FUTURE 22 LOTS WITHIN THE APPROVED FACILITY'S WATERSHED REMAINS BELOW THE APPROVED / r- -- - _ ~_ - _ 1-a ti / % . r I '+ r ' LVS-nNG SEDIMENT HASR!I WIU. B`LS"�" ,I t LOT �: ,.+:fir .r- -•�4 -_•~ s ,' - -,� .s< - /r, , 2. Pipe and riser joints are to be watertight within IMPERVIOUS AREA REQUIREMENT AND IS STILL COMPLIANT, i I LpryAa ITT s L"F�� �, �' s ' ;� 1 '/ r'/ .TO-ATYPEillRf7 NTiON tNANc� / r !4" t'',� ram_ .x - -1 i K E� 0 ,,,� .r ';. Jy " , ( j ! / / R5 ATEiRSHEDISSTAFALIIZE�-SEEINL4SHEET.00R f `` stormwater management facilities. 1�70o s 21 g 2 5 (33,1 2-z1 20o I VIOUS AREA ITT 1, �, r 1 r - y►r ' , `' �' � - Y I r + . _ f, r rt I P fAlt. �, ' ,/' ,� � 3. For temporary sediment traps or basins which T T F - r r• ' F W R THEREFORE NO FURTHER DE I N ? �<; -��t : ; ? `t'' J `� _ 1 r liy ,- ! ;1 I` t 0 t ._- / i S G ._- 'V •,,.+ , 1 ' , s , , I j > ) r r / ,, .r ,,. - _ ,' f '", are to be converted to permanent stormwater ' l 1 I N �- y _ _� - .z // �, '" i f I I' 1 1 I ( f f _... ,r i REQUIREMENTS ARE NEEDED FOR THIS SUBAREA's WATER QUALITY AND QUANTITY ANALYSIS. THE END RESULT r ._ - �- ' r - f �� d ., --� �^ffI :! ' F -- ,11 1 / ,f ,r ---- _,._ management facilities; conversion is not to take 4.r• rs'• _ or:,"cra�.v.,k'• '" ,. • ! 1 ✓' /r >I.r i:� i .tl,-+✓..+�� ( #'i I i ' I , I i I, 1 '� I 15 THIS DEVELOPMENT, AND THE FUTURE DEVELOPMENT OF 22 LOTS SOUTH OF FOWLER STREET, 1v �`°=' '� r ,. - �` ''� / ,r': ,, / r piece until the site is stabilized, and permission has been obtained from the County erosion REMAIN IN COMPLIANCE WITH THE APPROVED SWM DESIGN. control inspector. 10 -- - .. '. L` I _ /r I� Er + f. " - f t ,T V - J 11 '1� U o W co 4 w i to 0 U O0(0 z z0N J 1* 2 Go ��11 0) QJo `V O w z U 0- = L1, m "p W 0(A w00 o "Q �a 0 J Z v c) Z 0 _CE �> N W0 o W W)� �z T_ > o C0 w N V IL w N w Q � z j O U to _j CL 9 CO } _U)5; =zw COLL z O 04 �/ CJ OJ w M U) Q M = rn 0 z w U rn W 0 LU F- 0 z OZ Z O l- Z LU d 0 w M W 0 Q r1 2 W fV N 0 0 r` 0 :' DRAFTER: DEG DESIGNER: DEG PRODUCTION: # l � o' f mil rj �- % Y ► Jimmy L Taggart sat O'►�L z C1 > w Q � w O W z W r m J Q LL 0- = LiJ U t-i W Lz Q z U] z � tV O 134 W J LU U 2 O a W Q � 0- .L> J Cf) W f- Q > m Cc w H- 00 Q 0 cc DATE: 06-30-2022 SCALE: AS SHOWN FILE: WPO-2016-00071 RGA#: 8438 SHEET: • OF 3 :):\RGA\TMPROI\8438-BELVEDERE\ADAMS PHASE 5\8438-8ELVEDERE-PHA5E 5-VSMPdw 7/12022 2.0593 PM. AIItnCAD PDF Kmall-t RIP) ru