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HomeMy WebLinkAboutSUB201900086 Plat 2019-07-08GENERAL NOTES OleWVERS. 061AO--00-00-00300 061AO-00- 00-003AO & 061AO-00-00--00380 300 SECOND STREET, NE PO BOX 1486 CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 061A0-00-00-00600, 061AO-00-00-00700, 061AO-00-00-00800, 51AO- 00-00-"00900, 061AO-00-00-01000, 061AO-°00-00-01100, 061AOv00-00-01200, & 061AO-00-00-001300 MEADOWCREEK TOO LLC 230 CHESTIVUT OAK LANE CHARLOTTESWLLE, VA 22903 DEVELOPER: MILESTONE PARTNERS .300 2ND STREET, NE CHARLOTTESWLLE, VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST SUITE K CHARLOTTESWLLE, VA 22902 (434)293- 3i19 TAX MAP NO. & AREAS.- TUP 61A-6: 0.2009 ACRES TA4P 61A-10.° 0.2508 ACRES TA4P 61A-JR.- 0.8890 ACRES 7UP 61A-a7° 0.2009 ACRES TUP 61A-11: 0.2698 ACRES TUP 61A- A: 1.1500 ACRES P,4P 61A-'8: 0.2009 ACRES TWP 61A-12: 0°2009 ACRES TA4P 61A®3: 0,7800 ACRES 7UP 61A-9: 0.2009 ACRES TUP 61A-1J3° 0.2505 ACRE TOTAL ACREAGE.- 4.554 ACRES ZONING. R-4 RESIDENTIAL, BONUS LEVEL a CLUSTER DEVELOPMENT (STEEP SLOPE OVERLAY) PROPOSED USE. RESIDEN77AL DEVELOPMENT - TOTAL 22 RE,SIDEN77AL UNITS INCLUDING (2) AFFORDABLE UNITS. (14) SINGLE FAMILY DETACHED UNITS, (8) SINGLE FAMILY ATTACHED TH UNITS, AND (1) DUPLE•X(2 UNITS), NOTE- THE EXIS77NG USE IS (11) R-m4 SINGLE FAMILY DETACHED LOTS EACH OF 774E• (11) LOTS CONTAINED AN EXISTING SINGLE' FAMILY HOUSE DENSITY ALLOWABLE BY RIGHT DENSITY: 4 DU/AC PROPOSED DENSITY 4.804 ACMES x 4 UNITS / ACRE = 18 UNITS ALLOWED BONUS DENSITY' AFFORDABLE HOUSING (UP TO 30% INCREASE) (2) AFFORDABLE TOWNHOUSE UNITS ARE PROPOSED 161774 THE PROJECT 18 UNITS BY -RIGHT + (2) AFFORDABLE UNITS -F (2) ADD177ONAL MARKET RATE UNITS e 22 TOTAL UNITS TOTAL PROPOSED DENSITY = 22 DWELLING UNITS / 4.554 ACRES =: 4.8.3 DUA NOTE.- TOTAL AFFORDABLE HOUSING BONUS DENSITY IS A TOTAL 21% DENSITY INCREASE OPEN SPACE° TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 28x) = 1.138 AC TOTAL OPEN SPACE PROPOSED.- = 1.144 ACRES (25.1Z) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE (HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL RE RESERVED IN A DEED FOR THE COMMON USE OF LOT OKIVERS IN THE SURDIWSION, AND HEREBY DEDICATED TO 774E HOA WIN THE RECORDATION OF 774E SUBDIVISION PLAT OPEN SPACE A = 0.929 AC OPEN SPACE B o a 089 AC OPEN SPACE C = 0. 63 C O AC OPEN SPA E D 6,3 AC TOTAL OPEN SPACE ® 1.144 AC PRESERVED/MANAGED SLOPES. ° NO PRESERVED SLOPES ARE SHOP14V WITHIN TEIE LIMITS OF THE PROPERTY 4 SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON 7HE EXIS77NG COND177ONS PLAN SHEET; DEVELOPMENT OF THESE MANAGED SLOPE'S SHALL BE IN ACCORDANCE WITH THE ,BONING ORDINANCE FOR MANAGED AND PRESERVED SLOPES. BUILDING HEIGHTS: MAXIMUM ALLOWABLE BUILDING HEIGHT I�" 3� FOR R�4 ZONING. B!IL£lNGS MLL 7VOT EXCEED 30 FEET SETBACKS: FRONT 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF ,SIDEWALK TO GARAGE') AND 25' MAXIMUM SIDE. • ATONE - MIN. 10' BUILDING SEPARATION REAR: 20' MINIMUM COVERED PORCHES, BALCONIES CHIMNEYS, EAVES AND DECKS MAY PROJECT NOT MORE THANFOUR(4) FEET INTO ANY REQUIRED YARD SSE'TBACK, PROVIDED THAT 77-IE NO SUCH FEATURE IS LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE U DI STREETS- S' B VISIONC URB 8s UTTER G WATERSHED; MEADOW CREEK WATERSHED. THIS PROPERTY DOE'S NOT LIE WI77HIN A WATER SUPPLY WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT NONE p�¢](y d//-E1 UR� . T t4C S Y �r ((��GR Y R y//DEL1 BY KIRK HUGH S A E BOUNDARY LINE E & ASS•OCI TE,S' NOVEMBER 2018 77H TOPOGRAPHY P �Yf 9 INE'OR MA77ON IS PROVIDED BY KIRK HUGHES & ASSOCIATES. INE'ORMAROAFl FIELD VERIFIED BY COLLINS ENGINEERING JANUARY 2019. DA T UA4. NAD 83 EXISTING VEGETATION: R ES C REN Y HA VE SINGLE FAMILY DETACHED HOUSES ON I TH� PROPER UR IL MOST OF THE EXISTING LOTS. O THERE ARE SOME MATURE" HARDWOOD TREES ON THE LOTS AND ALONG 77-IE EXISTING PEN PARK LANE. LIGH77NG. NO LIGHTING IS PROPOSED PARKING: 4 S'F �L 8 SFA ATTACHED UNITS' e 44 Off -STREET PARKING SPACES 1 D .S REQUIRED ( Q MINIMUM (2) OFF-STREET SPACES REQUIRED: DRIVEWAY SPACES AND/OR GARAGE SPACES TOTAL PARKING PROVIDED: 44 OFF S7TREET PARKING SPACES GUEST SPACES. 1 SPACE PER 4 UNITS FOR 774E (8) SFA UNITS a 2 SPACES REQUIRED PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 41 SPACES PHASING. THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE BUILDING SITES • PARCELS 1-22 EACH CONTAIN A (BUILDING 517E THAT COMPLIES WITH 77-IE REQUIREMENTS OF SEC'77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE BURIAL SITES: NO KNOWN BURIAL SITES OR CEMETERIES ARE LOCATED ON THESE PROPERTIES OR WI THIN THE LIMITS OF OF THE PROJECT ' STREAM BUFFERS. NO STREAM BUFFERS ARE LOCATE'® ON THESE PROPERTIES OR WITHIN THE' LIMIT:° OF THIS PROJECT AREA. FLOODPLAIN. THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAPf5100.3CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS.- NO RETAINING WALL; ARE PROPOSED 107H THE DEVELOPMENT, LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTON 32.79 OF THE COUNTY CODE A LANDSCAPING PLAN WILL RE PROWDED WITH THE FINAL SITE PLAN FOR COUNTY REVIEW AND APPROVAL. ALL LANDSCAPING REQUIREMENTS SHALL BE SHOWN ON THIS FINAL LANDSCAPING PLAN. TRASH. ° EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: BECAUSE THE PROJECT IS OVER 4 DUA IN DENSITY AND IT'S A CLUSTER DEVELOPMENT, IT MEETS THE ALBEMARLE COUNTY ZONING ORDINANCE REQUIREMENTS FOR PROVIDING A RECREATIONAL FACILITY: A PARK IS BEING CONSTRUCTED 1+177-1IN 77-IE 0929 ACRES OF OPEN SPACE (A) AND 7HE ADJACENT OPEN SPACE FROM THE PHASE I DEVELOPMENT. THE PARK AREA MEETS THE RECREA7701VAL REQUIREMENTS AND A TOT LOT AND OPEN SPACE RECREATIONAL FIELD IS (BEING PROVIDED: TOTAL AMOUNT OF RECREA 77ONAL AREA REQUIRED. 22 UNITS x 200 SF/UA11 T = 4,400 Sr TOTAL AMOUNT OF RECREA7IONAL AREA PROVIDED: 40,510 SF OPEN SPACE. OPEN SPACE AREA (AREAS B, C, & D). 9,365 (0.215 AC) - 18. 8,i RECREA 77ON AREA OPEN SPACE: 40,467 SF (0.929 AC) - 81.2X TOTAL OPEN SPACED 49,832 SF (1.144 AC) ALL OPEN SPACE SHALL BE HEREBY DEDICATED TO TIRE HOA WITH 7HE RECORDATION OF THE FINAL SUBDIVISION PLAT AND SHALL BE MAINTAINED BY THE HOA. N07E° OX OF THE OPEN SPACE IS LOCATED WITHIN THE LIMITS OF A FLOODPLAIN, WPO BUFFER, CRITICAL OR PRESERVED SLOPES, OR STORMWA TER MANAGEMENT AREA. i85 .SF OF THE TOTAL 49,832 ,S'E' OF OPEN SPACE IS LOCATED WITH MANAGED SLOPES. OFF517E EASEMENT ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXIS77NG RIGHT-OF-WAY NO OFFSITE EASEMENTS ARE PROPOSED KITH THIS DEVELOPMENT HILL -{ PHASE a... P rM A 5M tar "---.-•-•„,-- �.,„�.." c+'-C , F ,3' � `"•..,"t'�r, 2B31-5aJ W 61A0-W-1A-al1W `, �`"-•x„ +.• ` •-\...''+-,• `+ '�e„�u °`r CUM PALM 9M ; _q R-4 D rFrl rrexaT07Y OF MVff DA 45119 PG.67J ._"-'- ^., � ,�.,' � f�E� �Rffa A FOY1FPARK ..�--.•'- •o•,,,� ??h. "•'"`*.,.0 507-427, Q2 FIAT 1 RanGULFCO" toil N% 7W 61F71'- _M-Gi72aa "^•• �"4' `0__---p""`• 76W R 4 D.B. 4619, Fx7J9 MEW LOUSE AM 40P 61Aa-W--lRiaa+ tore 1xmmllA }` .. Sidi Dh9T 0� 979R, _- :. ,. 9.. t t.r;.: rig• r. RaME cofflffff 20MM R-4 'V "Fv'yn•„ i,:: y .t:::•r :::::::• ! �';t ' USE., 510 WT OPEN5PRCE8 t.. .. / •''j `•. , ` `�'•,_ '`•y ag 4M. FG.56% f '� :.:'::.::" Y • `fir t I � \ oT a s 41} � a•,b� d '<-✓/•{:.." '.� ,'t'�t °4v "„mil 1a e t •5�a 7W 6W-06-1A-0M Wi•° ° �% :.;,:rt ` 'G:OT�B:.. "O�� USE,• SFD Uh9T av }. ,. ., ' .. ..;....,' •l .::.,:�":�:"'�� ;,; ', � x�'ti:. , ' ;:' :;�' �':� . s 01< 47JT Pe5a1 � ,t t J. ,� �`�,,,� .ft:: .. 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' Ralw µ',,.. - fr- x a9m G 6 A aa� 4 u wg i "` a i �. a^m' "e ,•�� 1 -mm MSJ6i4w ri5r WA - COMMON AREt, 5 1.- OPEN SPACE 2 -~ " �__ •__•,__�: ��"`� a�•� ___,_'-•_ ` a.:�.-----'�- m --�"� _.�.v'i , ;,tip - •' . ..:.: _ F r ,r_.: �.r_.�='._-`'-_ �s - .�•----''r'�' *�^ ~~� L6�• 4. Otfi-�5'S I � f I 1 , I I .a♦j 1.GJ '1 122 { 121 g 120 �C �. 12�i• I 12� i 12C 12il i F e+fr t ` I } { ` 129 128132 1,30 131 _ ( _ - a I NOTES. 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT, 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL HE DEDICATED TO PUBLIC USE. 4) STREET TREES SHALL BE PROMDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) THIS PROPERTY IS LOCATED WITHIN A FEDERAL DAM INUNDATION ZONE, AS SHOWN ON SHEET 3. GRAPHIC SCALE 6 ( 1N FEET ) 1 inch = 60 ft. DEVELOPMENT AREAS. LOT AREA = 2.580 AC (56.77) OPEN SPACE = 1.144 AC (25.1 %) RIGHT-OF-WAY = 0.03 AC (15.2Y.) IMPERVIOUS AREAS: BUILDINGS 40,000 SF (0.94 AC) DRIVEWAYS ®11,000 SF (0.25 AC) SIDEWALKS ® 7,250 SF (0.17 AC) ROADS = 44,300 SF (1.02 AC) PAVED PARKING AND CIRCULATION AREA = N/A arr r� arr�rF,Trc--.r- PATR PM Mw A, 15A` Pbmv GaLF 0 5G7-427, 09 PW I '- 1� ^� J r 0 "VILLAGE SQUARE" �PENDPARR NORTH ` � 768 4, �� PARK" K � COUN CITY NICHOLSON ST. SITE VICINITY MAP SCALE I" = 2000' It j [ U[od Submittal Type (w)d14nA5 Reviewed and Approved by the Community Development Department File# Signature Sheet List Table Sheet Number Sheet Title 1 OVERALL LAYOUT PLAN 2 EXISTING PLAT 3 EXISTING CONDITIONS 4 SITE PLAN 5 GRADING, DRAINAGE, & UTILITY PLAN TYPICAL SECTIONS, NOTES, & DETAILS STORMV11 ATER MANAGEMENT PLAN 7 TOTAL NUMBER OF SHEETS l EXIS77NG CULVERT CUL VERT DROP INLET S U � TTR C7URE NO. CURB CURB & GUTTER PROPOSED PA VEMENT EC-3A DITCH - 6" DEPTH OF EC-3A DITCH �C 2 DITCH d6- DEPTH OF EC:-2 DITCH EAR77-I DITCH DRIVEWAY CULVERT r .:a BENCH MARK ® - ® CLEARING LIMITS VDOT STANDARD ,STOP SIGN ---'- - EXISTING CONTOUR V -- PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVA 77ON IBC DENOTES S TOPjBACK OF CURB T/8 DEN07ES TOP OF BOX APPROVAL: tGENT FOR THE BOARD OF SUPERVISORS DATE: TH �7= SCOTT R. COT1• ,INSZ No. 35791 ,� -[ORAL Ens z CAbl cc � 0 � a L Uj mug Ch a CA Ln CL k9 LLJ F_ z 0 N < 'i F_ 9 Cell o z [0)lcl V 11 -0 - ° � w mw Z Q1 (CJ ow rn J U J z ,0 U U) C U `pA ® Q - S 1 ® N u u e N c LU C U -- U O ce Q� N Fn z � 0I L x a� 0 U v "O o 2 ,p� 4,) Z ~ i � o w W I Ul � o C U C7 � z Lw � O l� Z w Fo Fj w " Z a, o .0 CL O �0 � d N a Q U F! _j Q) c 9 O A/ -N U U O Ii�fTo J r� v X -n Uv E LLI 0 •-' o yr � 1013 NO. w -F' 112®� o� SCALE ran O ° AS NOTED C N ° o SHEET NO. n. B, I;r\\\\ ��' \1\ PEN PAR �%�' //-��[+ �\1 �^"n_Jt�\' `~`,-; �_ «.. "I !�i t.'� `n7DB'� 1��- -µ603 (PLAT) {/ / _--_ 1. G /� -.-_.- �! `"4 ff y f \-": ` "\ " , rri ra C,.) 11 / J Y ____ i'' --�:cc"^ am.''...` rf -•,\ • g f" 4'�,^ Y J tr�j f \,,,:�-_,'\ " � ;,­,�r� 1. THIS PROJECT CT IS NOT la®CATE®�IVITI`ll l EI=C��3DP�,1�1 LIMITS, BASED \A �^ — _ _ .' /J S1 n ` - �jj�y. 1 , i 'i ,- Y �pp�y pp��/��y+� ryqssgg (ngp�^�g /� t /� rrggyyryry,p�y 4" _: �.,., .. , `/( yip i 1NlQR✓I VUJJ{7Ga�L9 A® R�-.t Y `F° G43'E9�. I ' 16. , ``� , `a I ' r ff �T=I ��I f.�Ft is r`1 _q:sr f �i(�� /, �;" , -�", �� i �� �233 f �, ^, TOPOGRAPHY Y PRE & ASSOCIATES, FIELD } may` �ti PROVIDED BY KIRK HIJH�� - 11 \ -- / \ ) sr �, �_`` , .F I 1 rj, c COLLECTED IN NOI�EMBER, 2018. THE BOUNDARY LiNE iNFORMATION ��= -' \1� �s t R �,, r' ,,` ,� yr I IRO111=® BY ICIF� I-iIJGH€ & ASOCIATE. TOPOGRAPHY Friar (1 a_---- ,,,�l \ I:, / ✓� -/ - `' , ��-� '' >,� , r BEEN FIELD VERIFIED IN JAi UARY2019. 1.r { I`o .` / " i L, -, L_ t r 3. 1�9C9 PRESERVED STEEP SLOPES ARE LOCATED �3N THE PROPERTY. -Y f _ -s �, � ,\ ;,*', ', , q ` �, , ti T" I , 1 THE MANAGED STEEP SLOPES ARE LABELED. 1, 0 f; F, s t 4j�4 I _ 1 o ' 1 f ' , \ > ;��., • A.. NO 100 WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. �1 , ___ / . ' 4 ° I 1 . TMP 6MO-06-IA-00100 �\� fip ;' ` ' j�k 1 I + 1 \ ; } HAiCHT, MICHAEL ROBERT �", ,t f`9" , ✓ \J - _, ,,,. t, /�� ; i • , I ,r ,, COLLEEN PATRICiA GILLIS t -, �`V " s : / �, I I °� ZONING R-4 R s i USE. 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"`MEAD Too L_C a , -1 ', Iff �s /� s�, .p,� �`` `� � --- --" \ Q OWCREe L7` 1 / lr ` ____ - S, ZONING- R-4 I N \t " I ' \ f? �t) iL � !r i / / QB J487-145 �' , �i °.\,,. per% 1 �' �� ,,_,-ma`s'°' r l USE. SFD UNIT ` '` \ \ )t' SOT J t/ IRc*�,.: ';/ ` �o 41 EXISTING FIRE GRAPHIC SCALE \ RB 4794 PC.01 _ �_ - ,\, \ � ; r,'` r gig' ,✓.3 DP 44S-MgPLAT ( t .f '', � �. � � �`� ,,HYDRANT rr\ ! _ ;/ - l 1A J 3 , 3 o ` /°/ // rr / ' f r e Pf ; � ,� _,_� 30 0 15 30 SO 120 -�_ 11 l I _ - r / s 11 j �. /' Nk. f ', ' r � A_1�TE°s r ,',' TMP i,�-7 `'a �, - of '� '�_, ' / K IOO CP, I �> / IT1 FEET �- --` t", - a `' - ! SL CIS ,,f r ` '' ;1 J ! f '� ``flQ�YCREE LL �r , `� �� ` IITIN� 9i'° ®I / ( F m ) 1 . __- 1 TAJIP 61A0-0 1A-O0400 \'\'� ,' r ' , ;' f , .'1' "( � f ' f , � �� � "^ f LI JT 4 ! 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N w 0 0 z � Z U Lu Lu 0 z '11 w v Li z o � � � J 6 , U 0 cy _0 j U) ICL � -0 F- t� h C 4O °' U mi w 1­4 0 L Q� w m N 0 C)0 to Q a 0 �,��p , U -0 x� �t 1 � a ;t /�gypq :r � E uLSt 0 u E 0 En a c � �0 C 0-0 tj in j 0.1 to U •' _0 JOB NO. 0 c 112062 Lo'4 'ia, 00 SCALE a 1 r'=30'Jc o fj] a) C N R 0 SWEET NO, M v a- - lhf , - - - ' ' "-­' -�Iq d'5 17 -XJ LOT LOT pf-Al DA",- - �1- 7� �j hn Fn 3 IPI A T) / I J -AM ZANE 64SI 4f 0 IRF VA. TUP 6MO-06-M-00100 HAIGHT, MICHAEL ROBERT & j COLLEEN PATRICIA GILLIS ZONING. R-4 14R CITY OF CHARLOTTESVILLE '-,3 TUP 488-1 USE, SFD UNIT PARCEL A, PEN PARK D.B. 45119 PG,67J -'fZ/, ff, I-L/w ua 9 9 6 PUBLIC GOLF COURSE .5f !STING TREEL 19 r,E ffeEE5 Z-� TMP 61AO 06-IA-00200 R, EARL CHANDLER PARKER LINDA MARIE PARKER ZONING: R- 4 'D UNIT 0 USE. Sr nf? -4RjQ p(- 739 - - ' __+ - .I r` �j / ; a �~, � t ; `., PROPOSED 5 GONG. SIDEWALK ? IRF If PROPOSED STOP OP SIGN TOTALS: 112,387 71,420 Total Lot Acreage- 7_ TUP &MO-06-M-00300 RWA,,j'L DECK 10 KATHERINE LOUISE PECK AIKLIN & HENRY C CH 6' NO PARKING 2.580 ZONING- R-4 RVIII L SIGNS IR (TYPICAL) 08 GRAPHIC SCALE USE SFD UNIT f ? /11 � ? 1-1 30 0 15 30 60 120 D.B. 4794, PG.1J1 zk J, PROPOSED 7'SIDEWALK MAINTENANCE SIDEWALKS TO EASEMENT BE PROPOSED MAINTAINED BY THE HOA LOT22 0`-CG=12 (TYP.) IN FEET tt 4 /tT/ // IN I inch = 30 ft rMP 61AO- M-00400 IYA I w 1, - N 6.1 1 - MICHAEL CORBETT STREETSIGW-�,- (3) EXISTING SE ET MAIN. 6 TREES TO ft PROPOSED MICHELLE CORBL7T I�ANT Gib &P ING STRIP TO BE �' '' ZONING- R-4 :LQ'MIN. BLDG INCREASED TO 15 5'IN-T, OPENSPA SEPARATION �IS LOCATION LOT21 USE SFD UNIT TO ALLOW FOR THEJ� EXISTING D.B. 4854, PG.56 (TYPICAL) k/ STREET TREES TO, REMAIN CRECS LOT`20 A 45- U6` 12 ONSTREET Q ui -6 PARKING C- SPACE (9`x18') TYP 6MO-06-IA-00500 IRF (TYPICAL) IV LOT18 IRF cvi HOLLY NELSON DAVIS 0) !�,, � f s9i j ZONING. R-4 V- I I p i�� LOT1 04 USE' SFD UNIT IRF IRF D.B. 47JI, PG.581 lit P-1 LOT 15 Ap PROPOSED RIVV�, Y Z! DEDICA TION A LOT1 r LOT14 10.067ACRES) REA 1111-4 13 /// v/ 1 �[ It N 61 PLANTING STRIP C:) 15 66 01 LOT2 LOT13 14 J N- 4 f�l il z N OPEN PA C)F C 41 0. 063 A CRES41 IR hVP 61AO-06-IA-00600 R VOORT THOMAS L R '_MM.FRON' VAN DER ------- LOT3 �Gas 9 SETBACI io!-Mt.N,. BLD i ff SEPARA 10•6'PLANT' G STRIP OR JOAN L HORN PROPOSE 16 ZONING: R-4 (TYPICAL) r, Op r 'T SF SIGN CC USE D UNIT '90� + -C PROPOSED Ld 0 501 D.B. 4619, PG.485 -i - �i�t BENCH AMRK V CG-12 (TYP.) LOT4 NON ROO is -F %TL 14 + &EV=396.24' MAE= > LOT12 VKOPOSED L OCHL PROPOSED HILL DRIVE STREET SIGN I" A -C LIBLIC - -- \ // r�,• F- 5 i X5 LOTS yl�,p n. , /f "+ "'' - 37o IL r4 30 �.-MRO OESSED STREET Lu 5 k1w 89* -4' LLJ s L "I T�E I -- 1 - J (TYPICAL) U vj / , / PROPOSED 5' , / k I - - A -C In. I / " �1' 6-j,> 11 -?4 1 �E � z; / ' GONG. SIDEWALK A\ \,9 + Q; 4. r 1z, rr, + C C X -41 + zi; a) 6' 'f y_...Lr......+,••." 'L LOT 6 PLANTING,STRIP �cs " 1� I I I - :1 1 LOT11 STREET-TREt P (TYPICAL) 21 PROPOSE G-6-CURB -PROPOSED STREET E IC uj ui ONSIREET -0 TREES (TYPICAL) ce. A PARKING y, vli r -7w!- - - -- - -- - QNSTIREET,. SPACE (9'x18') z PA 4�1 IT (TjICAL) 4, RKI�G L OPEN 5PA SPACE (9'xl SO), I aO63 A CRES 'J(7P'fCAQ'- z L 4, Lu Lu LL 4� LOT10 "'K io'MIN. BLOC LLJ V LOT 7 z Lrl SEPARATION RKING ,/ r�. „ r, y '� ,tom t ,. } (TYPICAL) FIC-Fic SIGNS 7- -AQ F- A SEP 5 ------ U) �ROPq %OPEN,5PACEA LOCHLYNHILL CQ IDEV Tup F- ;NC. VALK, --------- ------ PARK - CURREN TL Y a 929A CRES 11 y r L CITY OF CHARLOTTEEVILIE + NO PARKING LLj C r1w UNDER CONSTRUCTIO 0 PARCEL A PEN PARK PROPOSED USE PUBLIC GOLF COURSE (TY CONC. SIDEWALK LOT9 -421, 432 PLAT PICAL) D8 507 TYP 61AO-06-18-OGOAO L N HILL DEVELOPMENT lb!� Tri r- ta LOCHLY GROUP LLC LOT8 -IN -- - I - LOCHLYN HILL OPEN SPACE IB-A TIE 0 THE EXISTING -------- 0 D.B. 4476, PG. 197, 243 (PLAT) 41 91DEVVALK - X-1Vt� 0 4 On X Lu N b _j ui S'86'43'33r W A _7 (5J; RIN JOB Na. TREE7 0 0 NICHOLSON S 1 E 02 - /4/ 362,26' Y UNDER D-600770N) REWEW FOR (PLAT CURRENTL 112062 J % I..-.".--fr--`•---'""' / }. ° ___-_ „--'y,---' --- v,_.- •iy F--1 INST NO n I n ;u SCALE COMMON AREA 4�O NICHOLSON STREET =30' OPEN SPACE 2 (w 4 PG 3817 No. 2016, 281 SHEEI NO. F/C F/C -90 4 L 'R/W RAV ri NUMBER AREA (sr') BUILDABLE AREA (sf) 1 8,071 51183 2 6,685 4,307 3 6,865 4198 4 6,375 3893 5 7,418 4740 6 7,158 4,336 7 7,416 4,661 8 6,537 4,080 9 6,014 3,828 10 6,805 4,462 11 6,695 4270 12 4,910 3,198 13 2,382 1,500 14 1,939 1,364 15 1,897 1,360 16 1,876 1,320 17 1,873 1,320 18 2,385 1,383 19 2,513 1,452 20 2,473 1,452 21 6,757 4,388 22 7343 4,725 SCOTT R. COLLINS� 1-4 No 35791 11b, 1z1s1&,r0NAL z 0 z u (n Lu 0 2: cn 0 6A -1 t; z Lu 41 pkT7 - - I RF—­ PEN P PLAT) 442 4� 42J 3 k10- 8 4, V P4 12J 4 3 7UP 6MO-06-IA-00100 HAIGHT, MICHAEL ROBERT I , 1, e m 0 COLLEEN PATRICIA CILL15' Ct/ 3� e S' '133 ZONING. R-4 IMP 488-1 AV USE SFD UNIT CITY OF CHARLOTTESVILLE 61 PARCEL A, PEN PARK "4 D.B. 45119 PG. 67J -427 DB 507 432 PLAT PUBLIC GOLF COURSE 4 0 0 2 TUP 6 MO-06- M-00200 EARL CHANDLER PARKER L[ -LINDA MARIE PARKER PkOpb ED WATER ZONING: R4 METER & LATERAL USE, SFD UNI T 19,7 n `�� , I 0 (Typ.) cbNNE0r-- D. B. 48 t9, _90� /J7 LATERAL TO EXISTING 43F_RLINE WAT 1 1" 1 Q� -4 TA4P 6mo-06-m-opoo- N� los 7 HENRY C CHAIKIIN & 0_+ - ATHERINE LOUISE PECK K R ZONING, R-4 EXISTING FIRE I GRAPHIC SCALE 418. USE SFD UNIT ycl> 'HYDRANT 10P RO METER & LATERAL _01I P POSED I" WATER 15 30 60 D.B. 4794, PG. 131 EXISTING MANAGED 30 0 EXISTING SLOPES (TYPICAL) DI WATERLINE (TYR) CONNECT LATERAL TO EXISTIN 7N LOT22 10" WATERLINE IN FEET - t inch 30 ft /Ziy TUP 61AO-01-MIV -00400 6 -EXISiING 18" VI MICHAEL CORBETT If I, RWSA WATERL E Y", MICHELLE CORB-17 LOT21 ZONING- R-4 - ' ;, j 1 USE., SFD UNIT OPEN SP4 B 'P0,CA6O§ED SANITARY — E/VVFIR LA,:�ERAL D.B. 4654, -PC,-58-- CRES �A 0. 689' L&2 PROPOSED," S _SDR 26 NITARY SEWER 4 < EXISTING DI TMP 61AO-06-M-005UO 1,6) WATFIRLINE IRF HOLLY NELSON DAVIS L R-4 USE- SFD UNIT RF IRF ZONING. D.8, 4737, P658 �,POSFD 20,'/SANITARY 'U 'All -jk=wt9, PROPOSED 'EASEMENT ; ' P01v DEDICA AREAff lf-10T1 (0.067ACRES) Q: r TIER' N bm DI lWj0'6TER LINE N_ AWT2 i 1� i f TO IG 11q, WATERLINE 41 WIT S.V. ANQ�02 FEND t TUP 6MO-06-M-00600 ACRES N, VAN DER VOORT THOMAS L JR LOT3 OR JOAN L HORN % ZONING: R-4 7'. - USE- SFD UNIT D.B. 4619, PG,485 bENCH MIRKRK , ROD L0- 4,) t I ,/ / ;,%;'=� /s J .;a�, -�,~ � ,�` � ,ter ��\ \ ;fy , i r IRONELEV-39 24'---' 1 4 LOT12 J, KI-VRL 405 ' 5NOLIC P1( SED-WVTER T & LATERA rlmut,-r - uSED CL. 62 �ATRUNE PROPOSED 6"cc 52 DI WATER INE GGD EX• .AND,7 TO ' J817 LIN� LOT6OT11 �Tg/ 4 21 -Am IN �PROPOSED &',SDR 2E 7A ; PVC " N\ SANITARY SEWER L UVJ A L, 0. A 4 IPT10 LOT 7 ti ROPOSE FI E HYDRAN FEDErVAL PROPOSED SANITARY f 'SE _R LATERA 1\ I I - DAKI, BREA 'tSSEMB TY _K WE 00, 10 INUN T. N' 1, L j WCHLYNHILi OPEMSPACEA, FR CO x I 'ONTY, Gis) 4 TUP 48B- 1 PARK - CUM?EN TL Y 0.929ACRES PROP j'kr -------- OSED 20'SANITXRY TY OF ChARLOTTESVILLE PA RCEL �RCFL i SEWER EASEMENT - UNDER c6N5,rRucT16 A, PEN PARK USE- PUBLIC GOLF COURSE DB 507-421, 432 PLAT PROPOSE6 FIRE HYDRANT LOTS A$SEMBLY (TYP.) - - - _OP, 0-000A0 PR OS� 4,ASE X NT_ DRAINAGE EASEM I DEVELOPMENT' 2(� PROPOSED 20' v 40T-8 Gfi?OUP LLC fl, 4 - OPEN -A , - lw -1 " \ 11 -------------- LO YN LL SPACE I& .8. 4)16, PG. 197, 243,(15LA T) i 20 01 -v ... V ... Z, 51 1 1 -, -1 3" 693-1 JOB NO. 4 On ;7REET 7 -Ij UN ff--p" DEDICATION) 112062 La 36226: rOR <,�,,(FILAT,6URRMLY fat 0 ul 75, F SCALE AREA, Ir - / _­-­ 7'z I = 110 t.- I COMMON' •=30' --OPEN SPAC r 2 (53.5' RIN SHEET NO. --j 390 -MGT rr A _ 5 T I 120 ,T_ H V-6-A SCOTT R. COLLINS�4 No 35791 1111t:_ 'ION -AL Apo U) zLn � u ul Cl 2,_j ; < L In D (A < 0 U) > LL] ce Lu Ce Cm fV lim EXIST GROUND EXIST. GROUND ,.. TYPICAL ROAD SECTIONS N TS •i.Jt„!'� lri-: {�j:dr � �y 7 r°'� ✓ .t_? sr'�"? U,. i}i}; ?��J"�= �•�y�,�'i �_;r•r 1' ry9 x�!}t t�l NOTE PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT CG-6 4' CONCRE'TF 3 CURB & GUTTER SIDEWALK LEAR ZONE �t� 2% It 'F < ,3 '`� F fl 4 ..9y y° '• w yr' c s .:,, x '�`. inn Y POINT OF CG-6 FINISHED GRADE CURB & GUTTER 3' ff-C-LEAR Z�ONE__II SURFACE 2R PLANTING z ° : 4" VI�f1r X1A SNIP 6 PLANTING STONE BASE � � r BASE SUBBASE 6 (TRAVEL LANE) (TRAVEL LANE) (ON -STREET PARKING)rifSTONE 29' FfC-FfC 4" CONCRETE SIDEWALK 4' MOT 21A STONE BASE 54 *NOTE UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD NOTE: TRAVEL LANES WITH W,ffL. r IfILZ J7R10rff J;', .Y % ✓ L. FJ t{ ,�) �. c- rriw9+„3 } 'J j y, : 3'_ v t _!` S fJ'i . y%.•�rr. �Y•�i't ':6� r;'tr, sir'}� , 3 6� I NOTE PROPOSER LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP /w PER 3' CLEAR ZONE REQUIREMENT EX1 S P ND EXIST. GRIOt!'N\D CG-6 POINT OF CG-6 4' CONGRET,E' � j 3 CURB & GUTTER F1n�ISHED GRADE cuRB 8c GUTTER 3• SIDEWALK LEAR ZONE CLEAR ZONE I� EXIST GROUND SURFACE Ij3 �,� 21B' 2x �7G �'� EJl15T. GROUND _1 st.1 6' LAN7 NG ° ' b: a 3 4 r STONE &ASE 6' PLANTING SiRlf� two" � ,ram -BASE SUBBASE SYVW EXIST. GROUND 5 5 6-� S4� (TRAVEL LANE) (TRAVEL LANE) PARKING) 5 5. EXIST GROUND (ON -STREET 29' FfC-FTC 50 *NOTE UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W NOTE. TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD TRAVEL LAAT.TsS° WITH FTAr P.4RK L4& 4" TOP OF 4 2„ R CU r�� . Y A - !}.. r, p - 7" ''VDOT #57,#68, OR #78 STANDARD C -67 STONE BASE UNDER CURB CURB & GU T7ER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFIL,LING. (5' MIN.) A"' OrIJUrI, "'- 4" 21-A SIDEWALKETE S E' TONE BAS /� p NO SCALE SURFACE COURSE I111111���1�111�1���11��1�1�11����11111��1�11����II1��I1111��I1a' INTERMEDIATE COURSE 4 COMPACTED AGGREGATE- BASEO-• w w r �wr- r w��•-" r �'}�*i�-' r �.�' r w,f�'�r--' r• w � DEPENDINGOR #21B ;•�'�ia�'wr:,��aw's.:':Sw+u�, wL-��M1+as_�'_�:•'S4�i""_+,�'w.:'>='SR��: ULTIMATE TRAFFIC LIMITS 00 \ �. .. ■ UNDERDRAINS COMPACTED - SUBGRADE AS-PHALT.- PAVING ROADS NO SCALE OF 4„ tJ F I nY4�» CUR_ B !S CONCRETE TO BE A3 IF CAST IN URFA PLACE, 18 r ' 4,000 PSI . BASE IF PRECA +- VDOT #57, ROAOR O TES STONEBASE GRADING �- l'-�-6" UNDER CURB. 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPE•CIFICA DONS, THE ROAD & BRIDGE STANDARD STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA77ONS SMALL NO SCALE GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF 77-IIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN TIME ROADWAY, IT SHALL BE REMOVED PA VEMENT FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH 1 AN ACTUAL COPY OF THE CBR REPORT IS TO BE S'11RM1TiE0 PRIOR TO 71IF PLACEMENT SCALE- 1° o 150' �SCOTT R. COLLINS'20 No. 35791 r y 1 1 f i k5 J S �<� /' r' ; 1 w� •fir' ..ti / 1 ONAT Lrk C) LLJ 'p �£ y ",,� ^s! ':..:- :., - ' - �;'-' ..•c:_. ��, 0 to 'i t + 't-.,-.,, _}• - .. rxlrr` `z t,;._.I.,i .' �,.0 - 1:9 ;' (. 0 C) Q J. MW�_, tip• ;• .wia:`=� ti �y"� � b ~i � l C �� i•+, � �.y+nn,m t r'3f _ -.' _ J_ • aa' ruy �A..+... '._,_. t� 3 l / Uj �,..+•'. \1� `ry« �'i .lUEt.at�R'_r'� 1wh)ff�{♦3'+ , C_4 .•.r-'','R4 �_ �� m� � _�``.. ___Y 2323 „ t j t 729 1+.1 _y r az 31 f`s tat •.s ,_. _ 1_.._ . �..:5 !R t! --_ -_ --."_-_ _ ^i `•+ r � ^--'^-"u� •. _ _ - - -_ _ ..-_ .....,t *;4' - �3'1� „ �� r� Oil I � -_� - - _.....�-�i i� il! f 7f 7, 113 71 , t I � t i Et 1 _ i 42 �,/' f �'l'.� r1 � �� ` � f''¢ 97 ,i4 .., d}-•1 � , JE t .� �>( IF ^' ."� 4 ` �i �,.,r � � sx � r / ��. l,t� I : � � £ , S;j.' t. -•n �.� _�--- �", �•t � t ,w - {i {� t,a� t \ ri` `r w�/C • ' 1 �j V>r 1 �y f ---�i tit F l Ch %k4 f.•-_.... _ as Il~ ~_sr 31 CL Ix LU L9 F- { d ! Ci i �i i r ....•' ,*ram` 43 0 7- ,yam- ;x, � � � � i Fri 'N1 _ e,�,�vw. 00 Table 4• Pavement Design (VDOT Pavement Design Guide) N cv �z Pavement Design RF- 1.0 Location AIDT 1ICV Design ADT +C.tBR SSV Dr Surface h a Base b a Sub-basc h ;:a Dp 1,oclat}In Hiff Drive '185 ? 305 4 4 10°6 STM9.5 1.5 2.15 13iV1-25 3 9.25 21t1 6 0.6 13.73 Pen Park lane 795 2 815 4 4 14.05 SMI-9.5 1.5 0.6 14.93 �z �z Ld z o 0 rz F 0 C ZS Z ° J ' o z C) _j Ln C O 1 A 1 i ( + r O SUITABLE" MATERIAL TO THE SA77SFAC77ON OF THE• ENGINEER' OF THE AGGREGATE BASE MATERIAL. IF ME SSV VALUE'S ARE LESS THAN 10, THE LLB Il o J. ALL GROWTH OF TREES AND VEGE'TAT70N SHALL BE CLEARED AND GRUBBED FOR THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED L9� ca ° ENTIRE EASEMENT OTHER TREES AND VEGETA77ON WHICH OB.S'TRUCT SIGHT DISTANCES METHOD OF CORRECTION. GE11 ER L CONS TRUC'T°ION �11�OTES' FOR �S TRH°. 'TS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8Ti1 EDITION) D z -6 AT ROAD INTERSECTIONS SHALL BE REMOVED. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TE'MPLATF AND 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS VYITHIN THE DEVELOPMENT VYILL 22SINGLE FAMILY (14 DETACHED, 8 ATTACHED) UNITS - CODE 210 & 230 Q rn to 4° ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER COMPACTION BEFORE BASE 15 PLACED. BE MADE BY THE COUNTY. TIE CONTRACTOR MUST N077FY THE DEPARTMENT OF V) PRIOR TO THE CONSTRUCTION OF THE SUBGRADE J. TEST REPORTS ON SELECT MATERIALS' MUST BE SUBMITTED SHOWING THE MATERIAL COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF ADT: 180 VPD (90 ENTER 190 FAIT) � � � � x MEETS REQUIRED GRADATION FOR TYPE` 1, Il, OR f11 PRIOR TO PLACING AGGREGATE' BASE CONSTRUCTION, � � DRAINAGE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE KILL FEE WAIVED IN THE EVENT THAT 2. UPON COMPLE77ON OF FINE GRADING AND PREPARA 77ON OF 77-IE ROADBED SUBGRADE AM PEAK: 14 VPH (4 ENTER/ 10 EXIT) 0 � t� Q 1° ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE 7-0 BE RCP WITH THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON OF 7HE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE F"� ° A MINIMUM COVER OF ONE (1) FOOT AGGREGATE BASE: IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 (3) COPIES OF T7v1E TEST RE5UL TS SHALL BE SUBMITTED TO THE COUNTY IF A PM PEAK: 19 VPH (13 ENTER 16 EXIT) � v s°w -0 , 2° STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON DAYS, THE PUGMILL REQUIREMENT WILL APPLY SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT LU 0 c 7HE PLANS, OR WHERE FIELD CONDITIONS INDICATE 5 THE USE OF AN AGGREGA 7E" SPREADER IS REQUIRED WHEN PLACING AGGREGA TE BASE DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED VYI774 THE TEST J. ALL DRIVEWAY EN77;ANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH 6° BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTON RESULTS FOR APPROVAL. � o AND HAVE A MINIMUM DIAMETER OF FIFTEEN (1�� INCHES AND SHALL BE PLACED IN SURFACE TREATMENT IS APPLIE'D. J. SURFACE DRAINAGE AND PIPE' DISCHARGE MUST BE RETAINED WI774IN THE PUBLIC LLJ W � F w ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFlCATlONS UNLESS % PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT RIGHT OF- WAY OR MTHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL �_ � '� -0 C: UOTNEfs'WISE NOTED ON PLANS (PRIME' COAT RC-250 @ 0.3 GAL ISQ. YD.). DRAINAGE' OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A PRivAT�accESS PRSvAT,� ACCESS � U ° 4. ALL DRAINAGE EASEMENT SHALL HE CLEARED AND GRADED TO THE S'A TISFAC77ON OF THE" 8 BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA NA TURAL WA 7ERCOURSE. EASEMENT CIL POINTOF EASEMENT�1 z FINISHED GRADE � o ENGINEER. DRAINAGE' EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER DEPAR7MENT OF TRANSPORTATION SPECIFICATIONS. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE: EXACT LENG77-I, LOCA77ON AND APPROPRIATE `�J �, COURSE 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO END TREATMENTS WILL BE FIELD VERIFIED AT THE' TIME' OF CONSTRUCTION. ADDITIONAL -�V suRFAcEcouRsE ��- 1�1 z NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SMALL NOT BE PERMITTED GUARDRAIL MAY BE REQUIRED AT LOCA7ONS NOT SHOWN WHEN, IN THE OPINION OF / ' W4 _ �4LLI Uj w NOTE- MANDATORY INSPECTIONS A+�TTHE FOLLOWING PHASES ARE REQUIRED WITHIN THE RIGHT OF WAY ONLY THOSE' STRUCTURES SPECIFICALLY AU7HORIZED BY 7HE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY WHEN GUARDRAIL IS EXIST. GROUND � � � � �� � � � � EXIST: GROUND PERMIT ISSUED BY VIRGINIA DEPARTMENT OF' 7RANSPORTA77ON MAY BE LOCATE) VYlTNIN A'EQUIRED, IT SHALL R' INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF FOR ROADS THAT ARE PROPOSED TO 0E STATE MAINTAINED: THE � � J THE STREETS RIGHT OF WAY PAVEMENT TO THE FACE' OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE' c45-2 cG-2 ! i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. INCREASED TO SEVEN (7) FEET. EXIST t,]�dIND WAsr EXIST, GROUND COUNTY 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY a°' � �°� � � to 0 ii° INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE GENERAL j CONSTRUCTION NOTES ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). yP ALLEY ,�y� d 1���� a s.a ��d Y L P BEING, COVERED, 8. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY EN77?TINGES � � � 1° PRIOR TO ANY CONS77?UC77ON WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING SHALL CONFORM TO VDOT STANDARD PE-1. ��' �"� �� ° Uj M. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL HE OBTAINED FROM THE VIRGINIA COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER VYIDTH AND HITCHCJ�'°'C� o PLACEMENT OF ROADBED BASE MATERIALS. DEPARTMENT OF TRANSPORTA7ON (VDOT), 7HIS PLAN AS DRAWN MAY NOT ACCURATEL Y SEC770N�, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY �r � ° REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES' OCCUR THE ADHERED T0. 0u -0 iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, REQUIREMENTS OF 77!E PERMIT SHALL GOVERN. 8. ROAD PLAN APPROVAL FOR SUBDI VISIONS 1S SUBJECT TO FINAL SUBDIVISION PLAT < '>.� � Q) SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT' STRUCTURE IS PLACED. 2. ALL MATERIALS AND CONSTRUCTION ME77-IODS SHALL CONFORM TO CURRENT SPECIFICATIONS VALIDA770N. SHOULD 7HE FINAL PLAT FOR THIS PROJECT EXPIRE" PRIOR TO SIGNING AND 0 AND STANDARDS OF VDOT UNLESS OTHERWSE• NOTED. RECORDATION, THEN APPROVAL OF PHESE PLANS SHALL BE NULL AND VOID. - 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA � � a v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH ' J. MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE AL.BE"MARLE COUNTY ROAD � -� APPROVED PAVEMENT DESIGN PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY (y � ' NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. b 0 v FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE CLEARING, GRADING OR OTHER CONSTRUCTION LU � 10. TRAFFIC CON7ROL OR OTHER REGULATORY SIGNS OR BARRICADES' SHALL BE INSTALLED a1 Uj E AS SOON AS POSSIBLE, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. C3 U � y 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VER77CAL). WHERE' REASONABLY BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, A. CONSTRUCTION OF PAVEMENT INCLUDING DEPTH AND DENSITY UPON COMPLETION AS PART OBTAINABLE, LESSER SLOPES OF 3 1 OR BETTER ARE TO BE ACHIEVED. THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE' SAFE' AND CONVENIENT ACCESS. gas rya ' 11. TIME SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE OF THE FINAL INSPECTION. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE o L OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS: ���0� 4 > vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEKPRIOR STABILIZE A DRAINAGE CHANNEL. 12. VDOT STANDARD CD--1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 77 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SCALE ° a TRAFFIC CONTROL DEVICES SHOWN ON THE ROAD PROFILE'S viii, FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL 8° UNLESS OPHERMSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE 13, A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS AS S O TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING PIPE -CLASS Ill. THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS 7HE VIDEO a in 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA INSPE'C77ON SHALL BE CONDUCTED IN ACCORDANCE W17H VDOT' S VIDEO CAMERA sHEE r NO.Q ELIGIBLE FOR STATE MAINTENANCE. STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). INSPECTION PROCEDURE AND MTH A VDOT OR COUNTY INSPECTOR PRESENT 1%/i v'-J6Lo IS%l cf � o 1_e., �, fj -Ij '�� I , � ,' 'QnCrM 11, jOn___n_QjP.§ IQ[ QLV[FUIVVLAqI M5411%4wull %,F11L rlwll� V, � ._,Qn§XrUCT ,I , � :7 I * � ,,, � 9 % . � . a ucted fill to be within 5% of maximu 1, --, � . " /I,"- �, " t/ " dry density and 2% of optimum moisture content, All fill mclter!,"ai ,,, - " I " I �� ,4- �', I � I el ­ - _,�, C_� t- I ,,, 11".11 geotechnical engineer. A geotechnical engineii - ,� ,- ��__ - , -, " is to be present during construction of dams. � 11 - ,- , - � � - I I ,"_ I I / __"� - � -11 2. Pipe and riser Mnts are to be watertight within stormwater I I I " - , - 7- - , - management facilities. I, � ­ " _* ...... - , , , ,$ i I / - - * __1 - 43. For temporary sediment traps or basins which are to be 91 , , converted to permanent stormwater managerne I . I . � " 1-1 - , nt facilities; nd / I J­ � I -., onversion is not to take place until the site is stabilized, a 11 "i"', j � � - I - ,1�1 -permission has been obtained from the erosion control / I % ( 1) r-/ I , - - , ��, , � ",�Vv-.. inctnector(s). I , � I; I -, , I I. - - - 17 � , / I. , , - - & / III k , - 11 / " ;,, I 'j __ Z " - "I'll- � I. , ", , -/,, __/ /--- ,,,, . S I - 11 � ,� , , �7,�, � I ''�, I I'll 9 .0 " I \ - I I � I I � I � I I 1-1 �f` I I � i � / I .0 � I )(; I , I � //////// � j - - I - ")­, 3 1 , k ), I , , - '1--ki:1,11 - --, , - - ____ , 11 , - - I" � �A 11 I 11� - . � 'M �, � 1- y I I I L, , .. , , I I - - " pt,;g , , -, ,\q�"' __1/ / - "?, \ I, I � < ('4',7 'I " -� I i ­ " I , "i , 4i C - � J� ,� I 42 , , '%", S,x", - . , ,/�p / , 1 7 � , �,\ � I �, 1, I It I - � I, . " - I I - : ,/,f V , I 10, II1-,'Ak',rn_om.f btO?, I I � - "�, , , - __ * ..fr " 4 I 1_'�, � A _% - - - f , "' � t - - %,N�\\\ \7 f�!---_ i-� ,� , * I - \ V _ 1 4f--- - x '. r - __ 21, WNt"A ­ , , 1, , - - I- t a, - __ - - - . - , - - __-� �� ,,, I'l ,,, 1, 'I -,L--�_ ------- . 111111119 [_ , 1! � _� I IZCKF,A , , , -, 1. %I­"_�,, - I j - r- ,-:-, . I will IN 11 1� To *Ix'' , , - -1. I- - - I " kl__� i _'� - - - , . - i �_ -1, ,� � �'r 4f# - --,I 11 i I- 11 - t, / . � .11 . U-S Department of Agr'Lu'tu'e I FL-ENG-21A Naiura I Resources Conrervati.n ' I Service 06104 TR 55 Worksheet 2 Runoff Curve Number and Runoff Projer-t Lochlyn Ht 11 Phases 1 1 1 1 i & IV ____ Designed By KKW, PF Date 7,130/2015 1 Loc.ation Pen Park Lane, Charlottesville, V% ---------- Checked By KKW, PE Date __T/3()/2(0151 I � 1 Runoff curve Number (CN) Dra Ir"age Sct� name and I Cover desct Ipiio n Area � Product of CN (w I culated Area hydrologic group (Cover � rype, treatment, and hydrologic. condition, percent impervious, CN ( Acres) CN x Area toxal;,-.­"1-.-,:,,j � � Ca r! Value Description (Appendix A) unconnected/connectPcIl imperviousarea iacio) - D AW -------------- Imperviou Areas ------- 98 1 is i7i 5 ----- � B Woodsin ooclConditton 55 14 881 8i ' - " ") 1 665 (Present) I Lawns in C cod Condition (75%+ Gioundcover) 1 46 577 i ImpefIviou � Are -as 9?1 1116 10937 - D A 'A' B Woods in Good Condition 55 121 666 � 766 306 �Developed) jWwn, in Cood Condition (75%+ Gtoundcover) 61 1365 832.7 1 2 Runoff 2 Year buirm I lu_rLdr �.Luflfi i IQQ_I�dl .Lufffl I ­aillageAreaDescription _ IF- 1-yearz)-orm Frequency -years I 1 2 1 10 I i0o I I - Rainfall, P (24 hour)- inches i 36 1 55 1 90 1 n1a Runoff, Q- inches I o34 - 058 :1:6 �1� 411 D AA'(Ptesent) I Runoff, Q- inches I , 04 - 148 1 3 01 I loped) I It �� 1\ # � ,)ummary CIT KOLItea vvatersnecjs - 1.31 '_ - ,,, - 2-Year 10-Year � -, ,,�T . Predevelopment I Post- Devela prine nt Predevelopment Post- Deve lo pment D A. 'A' I � 112-93_1 DA.'Ai 1 1250 D A 'A' 1 43 15 D A 'A' 4265 � , W -,( IV / / I 1/, 4 � � � I �', 4V "t /I, ) 1 I 1, /___ t , - I , I/ , I,, % - - r ­ �i � ,�. 11 . - A 11 I I ;q , " %�' 1, ,� , - I , 4( 1 - , - - o ( r t- �, ',� 'A 1`11� I ,� \ / . " . �1) 4 ,; -,- � " NJ ? " I - ­ -, � `,I Y I I , 1% I --.:, I // /­ 'a r\ , 6 F M , _ I I I � " " III,, " I. I � � 11 I , , " - I " , - I III, I ­ I � I I � , I "A I - � "I / , , -o I I 11 I I llj� % , . I , I I , I \ �1 . , , � � kor, ,�r_ - , " ", _�7 , I - I ,4,*V`," I '� �_ - - I ,ix `� , , I, � // I P j'�. NK 'Y � __<1 - "K y II I ,_ I "--- - �-- , , /Z --' , Ar I I � k " ; � � \ I - " .//' / . S'\ � �� 11 / � - - . I I I ­ ',j I , , f :I\ 11 I I , . TgAl��-J,�I_iaa­ I __ I . - � F ��, , Is - I Ik I " � \ "k I., � _ --- - ,� - 14g I /_ - -_ --- IN Is 1� _��__ t I - - I , - ,� -- �,4�, - - 1� -_ - - , -1, I � . . ,� " I - -1 - - - - - _1 I, � &7 :��­7!�.14 __ . � - - - - - - � - __�_ - IALKE 1111� � - 4 A' - , I - , k, � , I � 11 1'� I-,,, t I I - , 51­1" 11 1, �� . t �� I , , , , , - - - - _ - - -1 ., ­ , - � , , , , �: 'A' 6� *'.1l -1 K US Department of Agriculture I Natural Resources Conservation Service I TR 55 Worlksheet4 Graphical Peak Discharge Method Pi o"ecr Lochlyn 1-fill Phases It III & IV Designed By _KK`vV,_P,, Loca7x)n Pen Paik Lane, CbarloTtesville, VA - Checked By KKIIIIJ, P1 Check One Present X Developed X 1________�__ -_ I Data Drainage Area Descript ., DtainageArea Desorption D AW __ D A 'A' (Presentl (Deveioped) ____ Drainage Area (Arr.) in rniles' = 0 0407 __ 0 04G7 Runoif cuive number CN= Time of concenTration (Tc)=- - 016 Rainfall distribution typ(l= -26 [I----- --- - II___ __ Pondand s,.vamp areas spread I 0 1] throughout the watershed� I - - - - - - - - - - - - - ____ 2 Frequency -years __ !0- 100 1 ___ 2 in i0o - , 3 Rainfall, P (24 hcui)- inches 1 30 3 6 5 5 9() 30 3 C, 5 5 90 4 Initial Aostriction, la- inches - 1329 1329 1329 1 329 0 611 0611 0611 0611 5 Compute la/P 044 037 024 0 15 020 017 0 11 007 __ - �. 6 Uni, peak discharge, Ou- csrn/in 450 550 615,0 700 1 825 850 875 950 - 7 Runoff, Qfrom Work5heeT 2- inches 0 34 058 161 -1 11 71_�5__, __ 48 301 615 I 8 Pond and Swamp adjLlstrnent factor, Fp I. 1 1 1 I-- 1 1 1 i - 9 Peak Dischaige, Cip- r.fs --- 7�1696 ____ where QpzQu Am CL Fp' __� 6 14 12 93 4315 35 15 51 06 107 01 237 47 , - Qp-Criginal uni values, does not reflect EIMP routings V � "�pd'L ' Imm V1 �r- lt,UILUI,� Natural Resources Conservation Service TR S5 Worksheet 3 Time of Concentration (T,) or Travel I ime (T,) Projec': Lochlyn Hill Phases I I III& IV --- Location Pen Park Lane, Charlottpsville,VA Check One Present X Developed X Check One T, X T, Through subarea - - - [-'A L) A A (P� �A res� nt) (Developed) Segment I D - Sheet Flow (Applicable to r, only) Woods Light I Surface description (TaUe 3-1) Underbrush Dense Grass 2 Mannirg's roughness coeff , n (Table 3-1 04 024 !) Land slope, s(tt/tt) 010 010 6 Compute T, = [O 007(n'L)' It 4 "I / P,'5 -----,- E 0 012 _L8_j 1hallow Co licentrated Flow 7 Surface dF,suriptiori (paved or unpaved) Unpaved Unpaved 8 Flow Length, L (ft) .1231 63 9 Wareicouise slope, slft/ft) 0071 0095 1 0 Avprapa vplortiv V (Pipt irp 1-1 i (ft/,;) 4 ? r __ "I � " I I - - 4-- -'A �1, I � I , i/ ,,, ,�, , I `,, I -_ - � A_�'M- - &'.4 'I I I 1W _� � � � / � , \ % r - I I I - I I . I , IF � ( -, I I ir-�: ---- 7:-_ , - I j 000 � - , I - - - -I, I V . ', ,� - -- _­�j 11_� I � I&- I -,,, ,� 'i � - , I ii T = L / 3600"V F_ _-LO _8 - ____ t:1_-- - - , 4 - - V � 'A 11�,j k� '; ,`,nvr� I I 1 11, I I I 1___�,/ - _ '_ "?� �-_ �­,-- - -- -- �___ - ,� � -, , -, _ , , � 1�_11 ',,,--, ,,,, � -;,-- --, % � --j- - t- ,I I,, ", GRAPHIC SCALE - __�, 8 � I'. I �", �1 V- _L. - j � - - - --T I� -, *_ - - , - I- -,,,, . - - ;3' -hr ,4 �k� ___ - - I - I , � - , I, � _ . �� I _� I I I k � �, IQ/, 1 , ,� - - � , � , - �-j � -I- - I %�� / � - I 1�, I - 1, ,j // - / , , __ - I � I Z ��-, k I ,1,,�, I � I �, -- N, ; - ,P*7�� _', " � S 11. � I -I'- 11, 'I \ - � I- - -, " j ;' � ---�,, - I 1 0 -1 �,*_�),, - - I , , ,� I (-nannel Flow ,, . 1!�11 'It\ � I , - -� � I .1 o ,4 � ��, - ii- YA , - - I I , C I �-- -r -51I 'I f - - - - it �,/,,, I I , , \ It Y �,, -i I, - " , - _ -, __ I 100 0 50 loo 0 200 400 1 1 7 , � / If , , � � ___�� __ �: . i I \ ­___ W 0 "'ir - � ­_ t�� , � , - - I Ir __, - 0 ': i,, i ) III � �,\ 13 Wetted perimeter, P,, (ft) �; =) � - " , , . 1� ,. , *__1 I - �, - . __ , "', - I ,'ii,i i,,­ 7 - , , I, P, IIIIIII I ""I , a; .1 11 ­ - -- :� 1 6 -� . _� - 'V/ I r,"', I 14-1 ) I I , $ H� W 1 - '! ,!I � '-*,,� I - � -- - , �,,� , I _.. ___ ____ -_ I ('­ - , " - I k _4�1 - - 11111111�1 , � C C: , , _�j 9 I .� " � , I , I , , I , , 11 J`i il'I _�_ ­V V11 1, I ,)` 111, � I J ". , � - - 1'1'�N M � I h '/ -'-/- - -r-,qr-,- . I� / 1� � j 1, , _', � � ­111111111111111111111 , ". I , I— -_ /� i, , rI. _F I I 'I, -=_ = __��'. - - - - ,j 7 rI# - ,I _f ; I I, , ) ; I ) I " . , 14 Hydraulic radius, r = a/P,, (ft) 0 2- E , I - - III � � -1 / -, - Y -i' __ '11� 1, I 1� 6=----- - '011, �- - i / 1� ) � "IN ,� __ � - I I / I �, ­ - I ­ ­ 15 Channel Slope, s (fi/ft) III e, .- , � , - I � �� : *­1 -IV, I � I � f I I I I - I , . - - 1-1 I 11 , 11 � z 11 z , - I - = B 6 I N � I . 'Y' I I -_ . ,,:;� , - 1, -_ � '�' , t ­-, - I I ,ss Coeff, n ;�, _�c 5 0 ,,, - f I I � I " �,� _0__ j � ", �, 'j ,� 11 ) I "I I I _11,1_1111,_1 �' �-,�_ --,-I, - - , - - // ( IN FEET ) 1 i I / I (-, q 11 ." I , � . - -W, � i I, , � I , , ` 16 Manning's Roughne I , �1,lp - ", - I �tt ;I1 %. 1 I / , , , ? - - - -----,--- _,- .�� -_ I , 'I', " " I 1-.. - 111" -i; M �� ­9 2 �, I - - ­ I ­ I I I - i , i I I 1� --.I,- - - � I " ,�_, , �� I , , � , 11 I ; I � I #-,L-- - __ - - , i� ,,I I _`1 _T V ,� V I 11.� I i ,,�`:� - W� - - , I - __- __� 17 V= [ 1 49r"'s") / n Ca C57 t* > _2 T W I I " � I 'N I- - - - 's ; _� A �, . 1-1 I % --- _­ C_ - __ I /, lr�,,,, -,,� � �­ I I f �_ ,� (" 'I - ,_1 I - t, 4 Akk� 1-- ; N-y - " " " 11', Ill \ �,,, ., W,�� I ;7' , 11, *11, I I - I in-ch = 100 ft. I I - i �- � J, / . � , , j 11 I - ,� �!,"��i; � "O , \1 _', i I� _---: __ �� _ -, " �, -',, - --- - ., 11 /I 'W I $I I / / � , � _� 18 Flow length, L (ft) 1- - - � - III I I � , - �� 1�j " _11,-: , I 11 . � � � 11 f I _­,� \ ill. � " "L " �- - I � ­"� / ; - � 1 r I - -1 I I �� - -, �[ A I - - Al I ��,- - I � � �, I I I 'I,- ,� - , , � /� �_ -4 - -7 1 -/' It ... t .,i< 'I " - ;, --,v I - - . .- I I I _. / - �? I _�__ - , � s�, -_ *:�11 - , f 'i, ,­� ,,� I, I '/ //" 11 I �- � . " I III- - -, -, - 4 i � 11 * 19 Tt= L / 3600'V I I '�l , I -,-, -'r 1 _5� 1 - 7 _�_ I 11 / 1, � '. - - '1� _-I ." �� t, � r_F I- , 1-1-1 - 11 � I I I,�, -1)4 , I �/ / / , ", � I// - ,J I , '' �, I ,/ I �-T' - �:_ R / %�. --, I 00 1 004 Y I W,-, - - I I , - � , , , `�,/ I I � , �,I 1, � f n f, � / ; 1111, **#�_ ___�__ �, ,-- - �* )i " I f t Ir , I _,, _� 'I, � - . x V111"PI ,� . � -­', / , I k � �I � I `,� 1� i-, ,�_ j , I I V � I.AA I , � 20 Watershed o r subarea T, or T, � I � 11 I - 19A - , "I'. - _�' I " Q, _� - " - -, /I I , , < �, � - "', I �,_ 1! N I:� .1 .�, 1,v � \ -7-,"V, � - I / ) I / ,� ./ � - - , - T, ""I' , - In � � , - ,_ Illf-'�-, / , 11 , - - ,/ _` �_ � - ---� -- - - � I V,31 � ,� � \ , /1' / � " � � ,� ,� -,-, - ��� , � ,� / I l!", " � ,_ , ., I , " � L 4 V# II, � ­ W ol- -11 , - _ - ___ �_, 1,vo " R / I ", , 0 /� / 4 I " " 11 " � L, -1 � ,,, ]w .1" - - - __- - , WT-t I 'A � T �,� 1� I , � _1� (Add Tt in sreps 6, 11 and 19) 0. �6 , I I I 11 __� � I , �� / , )I I . � ,�- � / ­,.,,, / " " /1� 4V , , � __ 016 - _� I ­i I - " ) �� - C � - �1, _" 11 \, , - __�; � �i ­ , - , I I 'r, , " , - I 1,;� " -:, -- ?I " '), - j � L__�_ - - -_ - � " 1tl � , ­ N g i I �_ -----I- - - __ - - ,1�, - ­ �V, jj� -W-- I - �­, ,I! %, '* , I ,'- - / ,- � � I , - -_ - I I - ­_ / � ,­; " 'T .-, � , I F-11 .- I I 1, " -1 � , . % " � , '. I Ij I " , �. I 'APPROVED PHASES IA & 1B Ii-,-- i�y ­�, - 1V __�__ -A I 111 5 � I,, �, � , 'I � ? I I - K , Z11 1, I I �, , APPROVED PHASES IA & IB , -;� . - -,W­ -�-- -� � I - ­ � �, , � 1W __ � , " ,� I �, � - - - I -_ ____ w 11 f, , I �? - Z� , ", , I , 11. I I/ , - , _� , - ff I ­ * * ,,i I, � , , I � �� r, � (' ,`,�_ ( lk<�. � '-'��;,, " 1k , � Y ,- i, '), , _ _. , , / ) 11 - Ir- , -)"�_, ��_ _ ., , - I N, --­� -- � '� " ') k ;[- - - � I I Ili � ­ ,,, I I ; III I I- - I 1� , 7 I - , , - k, I kl- "'.11 I- 1-11, 11 I? / . 2 1 11 I POST , , ; j - "_�,, Z �,, )'-,v _� �' % I - I - EVELOPMENT WATERSHED I, 1 7 1 I!, Tc=o. * - . -,,, ,1 -r -DEVELOPMENT WATERSHED -11 � ,, � )11 , ii� I , i 4­-1 -,r c - I,- I , ,,, - - " I - I � �',' �, �,I� W I I I *1 1, I I I / , 11. . t I , - - , 11 .11 � , _ ,g, � -, �, C I " I � - , I � � , 1`� � I A � 11 W/ -, , i _ t�, - � 1 I" - �;,�` k1p -_-, -,/ , j I � -, to "� / I I �5�rs. (MINIMUM ;CS Tc) " I , I , ',�!,.� I , /1, --, - - I 1, 1, 11 ", , - ,\ � I _ I-, I 1 ,,* / I I I I __ , ] ) , � � , , /"'.4: , � DRAINING TO ENHANCED , - " DRAINING TO ENHANCED 'L� F, q,-', � I I , 1 14 � in 1`11��, / , / I � " 111, � I a- -,y 1, I I /I I � 77"t, '�,yi,:�j , , , � . ; -," � �, I � k - �, � 'S , ,,,,,� EXTENDED DETENTION FACILrFY 'a y Iii - -, __ - -i I , //) Tc=om hrs. (:Loo'of overland flow at!-io%) x "111111111, i I, , 9 � "I", i 4 - � - ri ---�,-,, / z )/ -, j � 1, 1, I �� I _W I /1111 - - 11�_w / � 'I , i - I I , I k � I 11 - j1!I__ �_ I - - --,, ,, - - - - - __ __ 4'.- 1 - , ,,, 11V " - - - if, I I )� �_�,7:'�� ,­- / / / 1 C=0.004 hrs. (63' .1 V �1, i " t�,, EXTENDED DETENTION FACILITY �q . I I / , � - �'' - 'A �,4l _,�_--- - , ,-, It .�� -_ ­ It t I , N -,-�,, � " - / "(-,I /� , '%<", ` ,I ��, I _:�_ -_ I of concentrated flow at 9.5%) I I I , ) , - " 'I, ," / I� " , , i - a / - - . llz� - I I -, � I Y 1'� " -W r . , � _1� I i " I It 11 � I �,,�_ /�/ I j k � ,�a - � I _ - \ . , � I M I ? , / " 1 41- , 1, 1. 11 1, ,j � � I I " I— , I -1 I j I7A -, ,� I , " ,_,�� , Ahei; , ---- _jj vi, _� � � � Ef , , " r � I 1, - , 1, , `� I - , - - , ,0� , I N fir , / - - � i S �, �, v If , , 1 i%,,�,�, 11 , ",, ­- _1� , T�,Z:- ,W , �, i�- -,L,_� " , 11 �' - I'T- , ,_ ` " , __ - - - 'If / �_ ,,,, -- , , / , / .q ,�, -_ - j / "'� ,IiLjk:3� [Ik 1, ?I I , I 11 , ,!/ � ?, __ - , -­ IJ // " / ) , I, J / /I 'i � \ / `:� I I \' I I - , , - - � " �C� __ I V11 - - , � -_ , - l/ I �, " � � - ___� J, 7' , , I , I ­ , - I ,� , - I 1�', � I,, _� - - Is � - I 15�1u�'ILR�j- _.- -, , / I Tc=o.03 hrs. (1625'of channel flow at 4.8%) I . 5 �, , �"-Tvl 'i ", A J I I - , - � � WE , � 1_� - I , ,, I � , " I? 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I .!;::,+ ­� * * ( - � � , � I I , I , I , _:� , �_ - 11 + + + , . �---!_.:� �,-++,,-,%. � _ , - --� - - - , -, " __ - ­`\' - 11 , I , - - �*� V_ - +:.:�.� :� + , , I . :++ , -;l4'; , - -- - - "',�.­­, :7,�, : , , -\ : , �� - , . , _,��,,� __ ��.,- ---, e , - �_ - , I , __ - ::, , I , \ . ,, :*-: � , I . � " , , � . , �, _ - ;_ -i I " A � @ % I \ , / * I' , \ \ -, \_ I , 1� , I \,r Roads, Parking & Alleys 215,0 ,\x",", �, 1%, :I-1 �) , ,,� -, I , _ + \ STORMWATER MANAGEMENT NARRATIVE: 1, ,�', , x , � I , I'\ , _1"4 i I � , , I � � � C�­_--I_,- � - ,;,-, 0 sf II, I "I'l I I �� * � I , 41- 1 1, ,--[1-­Ir_ , �� I ,-' I - j -F , " I , I , - I , ­ �, I , I , . I I ­__!�, I , L--(?,,, ' " , I 11 - I - � � - I � 1, - I OVERVIEW: ,� - - - , - " � I I N �, Sidewalks 43,7 , ,­� ,11 I � I I I - I \ " / - " ---, I - .j�� \";, � �, , If ­ -- �/ . I I "� I � - ,�,, __ - I 11 I I , ,I\ " "V, N, � � - I I � ,,� 0 , I , - ,\I" I" I , - � ,.w ) � " \ I I ",\ " T , " 1'�, - - I ,I,� \ 400 sf � \ , �," I�"�"' ,,, ", '� -,' � - � -_ -_ - , I I -_ - 5o i , I - -_ "_ - ' ` - "" -_ - , � - 11 " - % I � it I I " � - ju I I , � _�t � 1, 44V, .,/1 ,e - , , I ", . -1 , S - - - ', I I ,,, I /I t I, I I 1;1, � � RESULTING FROM PHASE , I - � , " 4, ,� - � I "/ , \ - II-- -707�-� j`L 261, 1 , \, \ 411 , _ I/ ,-,r,.., -�- , � THE STORMWATER RUNOFF RATES, VOLUMES, AND VELOCITIES I-, - I j \�� * I- f , - " �) , I I Homes (includes Cottages, Apattments &Apartments'Access) ,,�, A, , X�%� '�% I " � \ "I �, " I - 'I- ; "'I ", A " % �\' - I �� , I VIE - ;-- , I . I Total = 528,5_1�u st I \, . I'll, - - -_ " � -_ I , � �� , I - , ,_ 'o ._�_ , 4, I \ ,� -1 \ \',/ -_ - - � I.I. I - '_ I ,I - - - ,- - I - " _",_�, ,I , , , , " � J, ,11 � \, - - , I - - , - -_ r , 111� '\,-, / � , , I A A LEV L 2 -1 .. I � I � .I--," � I , 4" I I -- $ " � ,, ,,/ I I �,14 Ill & IV OF THE PROPOSED/FUTURE DEVELOPMENT SHALL BE TREATED I � - 2.93 AC RE S - -11 - �_,, " "� � ___ - �\­ I , \ , k ,, - - PROPOSI- \1, ,,,�N,\ ,,,\ 11, 1-ii \ t I 11 I I A�­ _', 1 " I . __ . WET POND AND OPEN SPACE PRESERVATION FOR ADDITIONAL STORMWATER QUALTY I - - � " 1 V5,� � _, Q, I � It- ,�, � ,I,,,, , "\ " " I . , - I j \ - I mpe rvio u 5 Area 5 Li nn ma ry (Suba rea A) -, -, I - :b i-93 ACRES , ...... �� 9 i',-j -:-:�; :.:�.:I`_., PROPOSLD 11� - �, I , � �# 11 .I- �, ____�� ! , -: TIES ARE DESIGNED UNDER THE NEW SWIM REGULATIONS I � J\%", I " " I'll, 1'� 11 ,7 -_ ___1 I I \" �',\I'N'\ \ " , , � I ,,� \11 \N'' - , " -_ .- � �.-. � THAT TOOK '� ', I I / ,fr � 1 �11� 1�,%I,\�,,,% ,, \ I i ,� "! , / _--,,�r- -:�- -- CREDIT. THESE FACILI , �x - , - , ; j �T ,,, - -_ , - , .+1 I "' - ""I X, , , , ��_ ,` Phase. IA Area (sf) Quantity (ea) Subtotal (sf) 1 ' � � - -, ,�­ _ TOTAL-U N DISTURB �Ij LAND ', ,' \\* ,. _,�2� : STURB�DIAND- � "', '1' - �&" , I v' - I _Z�� ­ � . ., ,-'-�.X-X-,.,,.- PLACE JULY 1st, 2014. NOTE, PHASES IA & IB HAVr D ,,,,,,TOTA"NDI , � / \ ", V �.,.*;.��%,.",.,.* Approved �,�:,,I,I`, . , , , * " , - ., , " i I - E BEEN APPROVED TO BE TREATE ,_1 1, I , ,,� �- " , ,< � _­_ I '' �, `% � / I,- " � �,Il � I - , ,.�,,, ,".�., _,, I ,I, 11 - � v �, I � . . -­ .,,,� �, I `,. , �, "­ I I i �__,___ 11-:��-,;,� - /11 I f ' .:.-.%-,:.,. , . - - - I I _', � - I �� , r �* I , _ - � Pen Park Lane Ea5t t-riprovements 6,650 1 6,650 ,1w,­w'I,I, ,,V \ I, I I IT -- ( ' " , �74� _,,��­� / ,.��, _ . � " V, � , I � I no __ IN AND IT IS NOT PROPOSED NTH THIS 11 " I I / - , � I , �_ 7 _____1�_____ -_ - .��'.. .":.. �, I 11 i-.-,.-;1-" Rear half of approved detached lots 1 6 7SO 6 4,500 1 "I - , I I V, , �, , __ -1 , - I :,V.� 4V _ R 1# ,/, I, R/SWM bUALITY it -RED VIA AN ENHANCED EXTENDED DETENTION SAS I f\0 �SWM QUALIT,Y-CREDIf 7 ,"­ I � � , , ��_, , PLAN. �� .1 . IIII,''%. �,',\�,,�\ � � I t , I \1 , \ I� \ � � I " _ I , � ( � % " � \ I I � �11� 1, I �, - I " _ , , do - Total = 11,150 st J/ ", � I sII,,I � ,,,, l, � - ��., I", � , 11 k, I . /` 1 4,� _ I \,X,,,� I , , N I I I - _ � . � / � I , I _ -:,* _. - __ , .,I, �,�, " v I --y I , ,/ :4,��.--' � � � 0. - I WATER QUALITY' / I i I , I � � ... - � "': "', � , ,\', ,,,,,, , " , , I , , '\' , , ­ -I � I , I, , I/ / , " , , I T , oo - -_ I � ��,�, ,I, k , � ­ _' ' ,!,;- , t _t� , '11;ItI�l 1� I ) I T I 11r) . / , , , x` --- - i I , . , ; ;, ,,;O#�, I , - I I� ..... . � j '. - --- � I + , - THE PROPOSED SWM FAC(LITYs WATERSHED REQUIRES A TOTAL PHOSPHOROUS REMOVAL , , 1 4,Ij � P 7- ,'-t� 1, - �� , - I I � ­ . I .�,- ­ 0��,�L�, _-, \ I ot � I , . Fro Ili I "N� ." � 4� / " 1, I , \ . , ­�,�111� ­­ I - . t, � f \\ � , 40 ,;�Il N I J, 1, � � , , I - I I 1Z 0 /. t"I" , po5ed Phases Ii & III Area (sf) Quantity tea) Subtotal (sf) I , I .1 I . . . '� I " ,:�� I � . I `11�, - - I I . t Ko - I'. . � . . �' . , I ,� OF 21 03 lbs/yr. THE PROPOSED FACILITIES PROVIDE A TOTAL PHOSPHOROUS REMOVAL I - . �; +%.' �+,+.% ­­ ',;�� 11 -- "I IliO I . , � .,�' "., - - _;��__ I I * �_r " I . �+,�, loo -/"I', S lowalk 34,275 1 34,275 1 . "',, � - � _�__ � . ­ I � 0"', .�,-, ---- - - 1­ ,..�,�.I,.,,.. � I, ­ I � - � . - OF 22.78 lbs/yr. PLEASE SEE THE ATTACHED WATER QUALITY CALCULATIONS FOR "I - ,�`, � . 4� I ;,-, - - -- Proposed Roads, Parking & Meys 155,750 1 155,750 OSE6 , I �:��.%..,-�.:�:F�:"��, , .*I ",- I ­1 LOCATION OF PROPOSE 5 - , , , ­ I ­ I _, -'- LOCATION OF PROP, \ - - I "I � ,;I - . _1 , . ­� �, �_- EVIDENCE OF COMPLIANCE, AS WELL AS THE TABLES AND CALCULATIONS SHOWN ON I ' �/ .* ,�,­,,�,�;, , I , I Single Family Detached Homes 2,000 65 1-30,000 11 � � -- , , - : , -_ .�,,, - , , I I 1:��___ w:f '_', ,,, //I/ '. " .1 II-� 0or ,,, �z , , I � -THIS SHEET & THE FOLLOWING SHEET FOR SUMMARIES OF THE DEVELOPMENT's SWM FACILI , `�-4 _,1, I /�� , � I I Single Family Attached Homes 1,250 17 21,2S0 ,� I �1­ - _,�'�_:11�%� �:_,.", 1 � I I , TY �\�; ,,, " , " SWM FACILIty, _Lr_j � - _ i _,", i- - 1-1 ..,.. oeolz�_ , "\ - � TING IMPERVIOUS AREAS & T ,71_4#jt*_ - ,.- ,1�e,.­ � , j,- ,� 11 11 - I ( I , �,�, - �V' "" .1.%., . " 4o 1 _ 1, Apartments &thejrA(,Le55 19,450 1 19,450 ; �__ _), _', . - - 1, "%', "' - � . ,, . . '.� I'll." . -, , "I ,_ - " - I HE FACILITY's I , ". I APPROVED, PROPOSED & FUTURE CONTRIBU � I ,� I.- '11, , 11 - I I -, , " ­ . ",,;;,I ... � ­ 41 ,/, ,- 11: , � , , � .:.:.:�� - I I I. "I , I , , _ , ,,4�­­: I,— A _­ '. , ) ., "I I _�,�' - IT � oe /- " �,,-� , " ANTICIPATED DESIGN REQUIREMENTS. \� _ _ , I , * J;'�"__ 11 , Ii, , . ,t,, I .nl.*.,-. , I I *.+.% � /ll' 64i, � /� q -- - , I Cottage Homes 800 9 7,200 1, % " .......... , ".1, , - ") , I ��,- '. � � I I ., "%�.� %_ - & � I, � -, , , --,// " , _.% �Z " .,. � � . � � �1 , / � , ,_ 't I - � . ..... � + , � , + + �, 1l, I - t,t,� I " 't, �;,­ - " �// I , I I , 1 "'t -v:--'.:,:.�-:'�--'.'.:'-�:'-�-�-�',-;,;,;,'�+� -- _ , , EXISTING DEFIN _,D ­ -,I,,+,,,, I% ': ,, -, le�l ,_ - .1 � % EXISTING DEFIN�D . .", ,.,+,+,.,_,".�,­4, � . v, I . _ .+. 47 11, ­' ? -_ 1< , "I'll � � +1 .. � , �� ( -111,11" . - , I. �7.%%+�,.- ..,.,+�,.�.,.�. ,I. , I . � . � ...... _ , - , , �;�. - __ CHANNEL- � � "� � � 1__,��­ I. _�,_ __ - __ - ­ _ 4_ " ­ � � �, t,`- I , . + _!;� -_�� - -, , "./, ,-11, / - -- 11 :,-,-,�-', ­ 4. - I I I r_ I 01I. �%,�+-:�`-I,-. + � _, ­ - f- 11, " - , , " __ - , I - - '�,� I 1� I ­ 'I"Ic:,-`.,+, :�,:�".-,.-,-:�,-:"":-,."*--.�-,--,-,.*"- ,_ .4 I'll, I - ", , ,�, ---,-- - � e .. �,-:-.+:+:.X +,, �. - / // , " - III '-:-:%, -, /? ,"", � , , ,- -�, ­�? ,F ` %'+�,j;:.,.,::;,::: - , , I"' , � Total = 367,925 sf 111� "+",_,*"", , I , � , 1�1 , I ,� ,� _ - ALSO PROVIDE THE NECESSARY DETENTION '-,44,, CHANNELI, - , - � � ,,� -_ - ,� -* + ,1;_,_-,,;�: -- -1 I , , 4" , ­_ � -- - I REQUIREMENTS TO OFFSET THE IMPACTS OF THIS DEVELOPMENT. THE ,­��, ,- ,__,� 11 - , I I � I _ 1�_ � Future Phase IV Area (5f) Quantity tea) Subtotal (sf) ­ , -_-:'-L� " -.- .#:., 11 ,; I " I ��, - WATER QUANTITY: � /', 1�' �,, - 7' 1 THE PROPOSED RETENTION BASIN SHAU , , , , , ­ ? , 'I-- I I - __ - - -1 ­ _i',_,�_, � � / " N I. J . _,-x, ,+-,*+,:-% �%�_+ " .... �4��+­ .1.,.%,.,. +.* .. I- _­ � I '. .IA". -*., , + - _- -� ­-'-­,�:�,/ , __ - __ - - - �I + ­­ .... -1 I � .,�I.. , , , , - �,-,X­/ , / ,,, -_, . � . ___ I --- - " / I, , ,,, -'- `x" - _��,� '_�/ I " F1 I "': ,,,,,'-' '==zz.7z-=___ - -�-__ ��_ , NIA,�,' , �`,.%+ i", ,,-:Itz-*��,:,�!,�! e + ,+:,,-:-,.+; 'I",, , ,,, 11�111­,',+7::-­­ . ,, � 4". 1 1 -!--�z -,!I��:�, I / I --- ­ - ,,, - � PRE -DEVELOPMENT 2 YEAR FLOW IS 12 93 CFS, COMPARED TO A 12 50 CFS It ,� � ,+ . . I, , __ I- Future Roads (29' B/C-B/C) 29 1550 44,9SO - \ I, :­,--,� ++;4 ..+�,,+ � � , - - - - " - +* , * ", � �, ! I - I . .: , _ PRO 3 � , ­t�, 41, �. " % + � + . , � I , / , � I I Future Alleyways (14 F/C-F/C) 14 550 7, 0 , � 76 ­. ,_ 11" , _ � _�. - I I - :+:��:�:�.'Jlj . It, ", ____1 I / I , I I I ,/-,-.-.�.-:-,--.-­�%_ - PROF I �F,__ -1 ,�, '% ,�/, I -/- /,/ I I - - THE PRE -DEVELOPMENT 10 YEAR FLOW IS 43 15 CFS, � �_:-� __ - � I -, - . , - _,,%,�,-::_1:7_ - I I "'I- _1 ­ 0 I I - _.�, . I ­ ­ �, ,%",." /' I � - - , �, 1 .��4 ­ � -.,-+--->-+'-, :- ':-,.-.x-:-.-,-x1' , - , � i I , _�3 ACRES - - _ . ., '.. , 0O,vs,tb,2-.q ACRES -' � I �_ - I, _ , 4 , ,::, _ i ,. - , 11 POST -DEVELOPMENT FLOW 41 , .;" .,' .*+' . , I )6stb.2. - 70 � I_ - -,, ;:.:-:-" -t. -7, :-, le , ' ' I � �111 I I ... I . :. ­ I COMPARED TO A 42,65 CFS POST -DEVELOPMENT FLOW. ­ 410 ­T­..., v1i It I I L .� 1-11.1 ,� . � �,., � . ...; � ...'+�",*:� . , . � , � I" . . " , \, . �,'� t: I I I i`L'VNDI5TURBEI) LAND *� Future Sidewalks 9,475 1 9,475 , ­ 1� - - ,11 . . I, , ISTURBED , 1, � I . ,'+j,,,.% I ' I TOT - I w 1W, I TOTA�'Q,Nb --LAND I. I- u /A , 4 . , * . , . .'+%'+'.-, I I . � 11 , Itr I I I I I,- � , I . I + : �%-,::"�-- I �, � I � ­ - � - � , , . . , , � � , , . , :, . . , .1,,.,+.:.+,_�. I - - , , . - , - � --_� , .�*-:.�,�,_ " " ,� ,,�� R�y M , * * , , '-*I,- -, -,;, - 4.,.%%%�.%- . 1, , I ,,, , . � , , �y �*-!�-*4- , , I R, I .%, , � . ,.!+,�+ :�+f, .�'+�+.+' II � � , ' , , � I " / . + . �j. � � . � I . � � + '14 Future Single Family Detached Homes 2,000 13 26,000 . . , III I � - 41 "I, I . , * ..... * + , , A � ,,, � I - � , ) I I'll, , .r. ii I I � � S,W DIT , -11 . ..... 1.* , " + I k,;l I I " FP ,V (?UALITY CREDIT' +�1.1+%1,.1.1+ I , M QUALITY CREDIT ) - �% , � , , ,,,, :,�:;I, - J. , . , - I I +-:-:-:f'1-, 1". - I - I Z, ,-:-,-:��,-,�.:-:-'-'-.'-'�-'-,�.:- �� ,,,,, - � ­ _ - ,.- -, I ( �,i 1, 1� - � I ­k�Ik­ " � , " , -THE PROPOSED DEVELOPMENT HAS ONE OUTFALL POINT DIRECTLY INTO MEADOW CREEK, I - - Ii­� ., + � +!�+�:,: , * +," , * ,�* , �11 - ruture Single Family Attached Homes 1,250 15 18,750 - - � - - 1.1� . - � � �- - ,:�,::- , '4`:,; �, .1 I I 'Tok 'R4 ,,, � I ,,, � CHANNEL ADEQUACY. 11 I 1, � ,+,+;. +::+ , , ,,, , , , " - " , , - . I " " .­1 � 11 - 1,, � � � ­ I . " � � �+�',�'� .%,.+1 . I �,� , , , , , I , , , - -, , - -��- -, - - .-- , -� ,�, ... ... - %, k /'� / I ,�,�_ � _ � I � - , - - -- :%, ,�, " " - . I , - - . ,.�� + �, II" `:`,:,-:`:�:";:, I N , '> "I 'I I -,-*�-"-,:,-",�-',�*:*"�+.,:".�*�:,.�,;:,��*.)*,-'�t* �\ i -) - _`,�,---;.� , , , I, , ': ,�.'N,*II'---+I+-i*-+-'- �..,. I I\k\ - � � I ? _!0 -'J';�'I".. �" I _ I - , ., i� , � �� ,_ , �, " I , � , THIS SITE EMPLOYS THE 1% RULE TO , § I - -- , � I Total � 106,975 sf , , I N , , -: I :�."-:,:-.- - - , I- -� -�-: . ,�,, " � - � , , - - WHICH FLOWS DIRECTLY INTO THE RIVANNA RIVER. 11 , ,I , � I " ,",� " - , -_ " -- . I - - I I I I , � :;, � � ? , � _ CHANNEL ADEQUACY, THE MEADOW CREEK CONTRIBUTING DRAINAGE AREA IS , " \+'* %- -'+'-.+X � "\, " �/.;f, " " , - - - ** �� , , , , ", � , , , - - � I _, ", I ­ ­­ �­ , ­ ,/ , -, - - - \ . � , I - . .,.%,1+.%,,,+,, . ir � � *.1',r.,�1*. 0" N, 'I, ,� � , , , _ __ I , " - - % ��,,,,,,.+.,.y �X. + ­ . " " ,- - - - -� \ .% ,/, ,,, ,.r . , � .. � (`� ;�,_ ,_ " I - � z�z , I,,, , �. ; , _:� +� . 11 I I ­ __ __ I I',, I ,.�.j' _., . , ;�_ - - , - ,:, - - - _­ , , _� " '.1 _ _11!IT.%1.11+_..�, . ,� I � _ - I " I .� +�,.�iI" "I., "�* / ",;, ,�*� _-, -_ � ;,-" - - ------ ,V., 0 _ �� " , . ­�",,:�%�,+ � � � �.� .... � � + I, I , J�,. .: I 8 I \ ,_ -,<- -, � - Impervious Area Summary (Bypassed) I � I � � , - - v ...... ,, �,-I-' I I ,?. "";; I �_ , I , � , - - I . . . k ­ � t , . 1, 11 , , +'+ � I I, I *�'+ I " -',,'/ "I .... ... x � �- - , I � I , , ­ - � '.'.-*-'.,*+17t, � %, - � � � I . - - , - " , " , APPROXIMATELY 9 SQ. MILES OR 5,760 ACRES, WHICH IS GREATER THAN 100 TIMES THIS 'IN ) , , :, ,4*.Z��,.,-x%,%,.+: '� � , , , - ­ I - Proposed Phases 11 & Ill Area (sf) Quantity (ea) Subtota I (sf) ­ � 11N, ­,,+-�. ,f..;-,::,- �::. �, "I, \ +, . I, x " , // ,,�­ < ,_ , �, - :t .-. " , - , I ,\ , _ " ,_ / - I � , " - I I I , I" - I � I ,/�, , " I - - I / 4 +�. . � N,� " "'r,", * I - 1, I " VS 26.02 ACRE DRAINAGE AREA. It �, -- ,-+-".:-:..-,'-+.:"�,:-:,f+*";-I + �\ t - I '\N � '_ - - - %%%t.­:�, 1\ � , PROJEC - . �­ , ,I. �,, , , , - "I I , � .1., , 11 I I I Z/I ! - , , ":�:-X.,��X-:,:+:-:-, �' /,r--,--) , .1 �, \ , x -:!� zz- __ I IN 11 � � " 1� i � ", ""i ­ - __ 1, � _: , , ;1 �� . � ­ � I I _Z,i.�, I k +'_4+,t_._ " " C I + � � t, � III A? 1, ,,, , / ,/ 1, 1, - ­_____.-. . � ", / / ,,7. 1 %".1-, � '_ __ , %1.%1.1;.1.11,.%,.+1 , ., + , + . . . �;/ "',/ /,�,It �/-- \-- -- ��- -- - -- --- - 11 . I ��If I __ �, , " , ­,.� � . ..... _ - - , ­ , / J, -1 - - // ,( 1-1 / ) � I - * ,,I,�_ \*- " , .*+*,*+%! . * , I , � / , ,,� , I - � , - , Single Family Detar hed Homes 2,000 14 28,000 % '1\1 I I �- � , , 4,% I, _ . . � �,,-:-:�:-�,,-_. � ) , � i I " "hi ,,, , , ,,, I `/ " 0--- - � - -+ , ` , "', ` " ' A I �� I"' =�, , 1, (% .�:-:-x-:-+ +-+:,-!:X,.-K�1 / / / + +:, � � +' 1, I " --+"%-,.+�. -:. 0 , � I + I.:+%:_'1:1' ,,,'. r , I , �,, Total = 28,000 st I, � - _�_ ,. \ ,I,, � 11 + + ,4 � I I ,�/,/; ", ",/. 11, �Z 1� � � I . I ­,�, ill 1�' . , \ - - I : - ,,I "';, ill,/ , ( - - - - � - , �,� , - + * - � . -, , - ( ,� I � I Total Existing Impervious Area Summary- I I " ; x%x-x-,,-.++-.%i.�+- , " * I ,,I!, I I / I " I I - .-e": . ,-,_,.:4,.;,:.:,j.:,:,:,- /, / / , ­ , I , - .� ' ); , . - __ " ,,� * - it + ,,,,:� , ft/ , "', I 1"z . � �!! I�:, �. � - � ,_ - ,\ " , + + �%% "' , I I 1� 11 , , , \ � � ) It / � I 7� , "'I .+.-'-+ . , *-:II� �.+,?�-:"....'­,'K- I �",� � � 1 �: �f, ',� 1, / " ", ,,, ,� I - I - I , i". V,:-�,.:-�%%:��,:i-. + I --+ %...- �-`< I k I I '' ; �' 1 � ("; / I , ,� II, I /� t " � . , % �, " , , . � I, ., I I, �� � t 44,025 sf 11 "': , " ,�� ,.t,' - %,\ 1, I , - . , � . . -',"- .:- �'-'�:,':, I " Ji, P Roads I "\ , � 1, % ��,, ,�+�+-:-.-�-,.+,.-.-,,-.�-:��::�,+�,,��-'i�+,, I `� "o Hill � �`� " I i, i i 1,01 '� � I, +:. +,:. � , I . � � � , , , , , , � v I 1, �`,�, � , I, - . \ , % � .:� % 3 , , _ , I I , ... .. ... , , " ­', I, Ij Ill � I I / , li 11 ImperviousArea Summary (Draining to Phase IA& 1131'acility) t, ,`_ , - +%, , " ' , , �.,III � , . . V I�l ,�! � , ; 1; i V - " "\ � A `11i&`.-x.:-.,-.-.'% � I', I I I � \ , " �- - _%�.,�% o , �,t , : I, � , I �i Area ( Quantity (ea) SUbtota I (sf) I I . �i j;; �-, Driveways 12,325 sf , 11 11 Al ,, -It+, :�+.%�'.-*I,*. ��,�-,.-:I,,_­Z� I � ,))��,,,;Il 1� I+ , Proposed Phases 11 & III , �, \ -: ,.,,�I�-":- (I I�� r � I �1, I I. ­1 t I " , 6, I �., .+. � '. ,I ,I, � `,7` , "- , " � . ". . + i ; , I 11� i; I I I , \ 11 � � �%1+1�111.1+1+1_11 , : I � I I- I- ii� cil, sf) I / , , \,\ ,,, -. �- -,:,:,.,-'1.,�,+'.-.1�, - %, I� 1 , I \\ � + . , "I t, I � I I � � . %.+. . II, , , 1I 'I �,� , I,� , i / � / ,II, � I I � I . � - I - . � � . I, � I I A , , � � If , I, i� � I Single Family Atta , ", I, � / i 1 i I I , I ( I , . � ... ­1 � � � , -, I I � �, % *:-.-:-,�'%%,.*.,.+ 1, 'I J� 11 A , I � � " " -,`� � % � I �,)VI !`� "",; I l, � " , , , I I '� �', , , 1�0 I '. , -.- 'I-, Buildings & Struciures 19825 sf - - ___ , - " �, ,,, , ,I�+.:.�,+�,��-,::.-�'-,,".-',,,�, '-' i)I I I I , - /I ched Homes 1,250 5 6,250 " 11 - - ) - �� I , I I Total � 6,250 5f � " , , I , !I, ,� Il. ,� I Total = 76,175 Sf , , l , I 'I -1 � ; ; I � �, I , T - ------- � I - � , , I IIV/1 . , �, i I 1, / ) - - - - ___ � -A"- 1) I,/ , � ta 47 i-�� � SCOTT R. COLLINSZ`4 - _' li" _�, � No. 35791 I, " � , - I I I 1�7__ . 1��. 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