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HomeMy WebLinkAboutSUB201800118 Plat - Approved 2018-09-07VICINITY MAP: J ,TH -,I OP 4N GENERAL NOTES OWNERS: DEVELOPER: ENGINEER: TAX MAP: TOTAL PROJECT AREA: PROPOSED USE: ALLOWABLE DENSITY: PROPOSED DENSITY: REQUIRED SPACE: OPEN SPACE PROVIDED: by the Albemarle County TMP 04600-oo-oo-oi9B4 Commurfti Davelopment Department CROCKETT CORPORATION Date 9/7/2618 C/O HAUGH & HELVIN File# SDP2018-052 and SUB2018-118 435 PARK ST Application Typo initial Site Plan and Preliminary Subdivision Plat CHARLOTTESVILLE, VA 22901 Lead Review::_ Megan Npdoqtijp RIVERBIEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 04600-oo-oo-oi9B4 D.B. 5011, PG. 17o 162.75 ACRES 04600-oo-oo-oi9B4 - 162-75 AC. (PORTION OF) BLOCK 9 - 2o.83 AC BLOCK io - 9.25 AC BLOCK 11 - 13.36 AC TOTAL = 33 44 AC 85 TOWNHOUSE (VILLA) UNITS BLOCK9; ig UNITS (MIN.) TO 57 UNITS (MAX.) BLOCK io: 9 UNITS (MIN.) TO 27 UNITS (MAX.) BLOCK 11: 11 UNITS (MIN.) TO 53 UNITS (MAX.) BLOCK 9: 31 UNITS BLOCK 10: 26 UNITS BLOCK 3.3.: 28 UNITS CIVILIF ARK GREENWAY L IOPEN SPACE! BUFFERS TOTAL GREEN SPACE o ACRES 0 1 2.8ACRE5 4-6 ACRES 0 3.6ACRES i.o ACRES o.iACRES 4.7ACRES 1.2ACRES 8.2 ACRES 13 ACRES 0 10 7 ACRES CIVIL/PARK GREENWAY IOPEN SPACE! BUFFERS 1 TOTAL GREEN SPACE .qi ACRES D.S2 ACRES I 2.9S ACRES 1 ;_38 ACRES 0 3.68ACRES 2.02ACRES I oa2ACRES 1 4.82 ACRES 3L23ACRE5 8.24ACRES 1-34ACRES 1 0 1 10.81 ACRES PPROVEBROOKHILLRRKHTLL -BLOCKS Q 10, 9 11 A INITIAL SITE PLAN &SUBDIVISION PLAT RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PROPOSED ROUTE 29 BUFFER ioo'WIDE BUFFER S) (70'NATURAL UNDISTURBED BUFFER + ANTEDIREFORESTED BUFFER) LOT AREA CHART FOR BLOCKS9, 10, & 11 LOT LOT BUlLDABUE LOT LOT BUILDABLE 5 OPEN SPACE NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) a 1 4,994 685 44 3,519 2,942 2 3,602 '018 45 3,520 2,944 If 3 3,483 902 46 4,089 2,974 If 4 4,958 544 47 4,304 3,125 :z 5 5,541 220 48 3,231 2,655 6 4,432 855 49 3,268 2,692 Z 7 4,303 727 50 3,288 2,705 A)♦ ROPOSED LANDSCAPED BERM < 8 5, 100 0,847 51 3,291 2,714 Z d Z - ----- 9 4,979 713 52 3,889 2,785 ❑ � 10 3,637 044 53 3,877 2,796 I o - 0 7 LOT 31 j♦11 3,3ffi 715 54 3,179 Z606 is NOTE: EXTENSION OF STELLA LANE TO ASHWOOD BOULEVARD TO BE COMPLETED IN ACCORDANCE WITH THE 12 3,553 514 55 3,185 2,608 APPROVED BROOKHILL PROFFERS, SEE SHEET 16. 13 5,961 '558 56 3,184 2,608 14 4,975 735 57 3,918 2,809 llIl NILOT 30 ------ --- 15 4,447 236 58 5,749 4,413 'J 16 3859 221 59 3,649 3169 BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. STORIES I 4o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL - BLOCK S TO BLOCK ig FRONT SETBACK: 8' MIN. & 25' MAX. PORCH SETBACK: 5'MIN &25'MAX. SIDE SETBACK: S'MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: io'MIN. & NO MAX. GARAGE SETBACKS: 18'M]N- SUBDIVISION STREETS: CURB & GUTTER WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN 'Ili i II LOT 29 Irjl�MAXIMUM-3 LOT28 LOT 27 A LOT LOT25 1 LOT24 z r r 37 OPEN SPACE r- - I ____ ___F__ --- T__ I LOT33 LOT34 LOT 35 LOT32 77 LOT36 1 nT ------ PROPOSED GREENWAY LOT38 LOT39 j 17 3,826 247 60 3,619 3,139 18 4,395 _222 61 4,437 3,345 19 4,190 ­032 62 4,441 3,358 20 3,340 750 63 3,618 3,138 21 3,249 672 64 3,652 3,172 22 3,832 748 1 65 4,321 3,255 23 4,284 i 125 66 4,365 3,296 24 3,190 611 67 3,749 3,269 25 3,212 634 68 3,714 3,234 26 3,237 659 69 4,135 3,122 27 3,989 867 70 4,898 3,840 29 4,095 950 71 3,614 3,134 29 3,315 737 72 3,618 3,140 30 3,336 758 1 73 4,313 3,265 31 4,081 944 74 4,307 3,262 32 4,073 959 75 1 3,584 3,104 33 3,516 936 76 3,584 3,104 34 3,520 947 77 4,474 3,373 35 4,692 443 78 4,521 3,418 SURVEYING ON MARCH 7,2o15. FIELD VERIFIED BY COLLINS 36 4,689 440 79 3,638 3,158 ENGINEERING IN MAY, 2o18. _�j A �\ I% �I -- 11 -DRIVE I , LOT 40 LOT 23 FLORA 37 3,515 939 80 3,708 3,226 PROPOSED PUBLIC ROAD 38 4,546 327 81 4,525 3,451 DATUM: NAVID 1988 1 PUBLIC R/W LOT41 In I 1 39 4,651 �,411 82 4,174 1 3,131 --- - --- --- ... ... 40 3,520 �,944 83 3,559 1 3,156 EXISTING VEGETATION: MOSTLY WOODED. --- LOT 42 ----------- _7 41 3,521 �,949 84 3,418 3,066 42 4,410 200 85 4,267 1 3,348 PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN r ko x>\' WITHIN THE LIMITS OFTHE PROPERTY. SEE EXISTING 41 4,4 CONDITIONS SHEET I FOR no­ATIn"C X LOT I., W �1,29CONDITIONS 0 v V, LOT 57 -' W LIGHTING: NO LIGHTING IS PROPOSED. r',' ii LOT 22 LU 1 50 PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE PHASE OR OPEN SPACE A --- A TOTAL OF (3) SEPARATE PHASES. COURT LOT 45 LOT 21 RECREATION: UPLAND PARK (CIVIC SPACE #2) LOT 55 LOT 46 1- OUTDOOR PLAZA AND MEETING AREA 2. TOT LOT PLAYGROUND AREA (8,000 SF MIN.) LOT 9 3. OPEN RECREATIONAL AREALOT 20 4. HARD SURFACE PLAY COURT SUCH AS A BASKETBALL COURT, ------ TENNIS COURT, OR SPORT COURT 5. MINIMUM 5 SPACES FOR PARKING x 6. TRAIL CONNECTION TO THE GREENWAY TRAILS LO LOT53 F, LOT 8 LOT 4. V W\ PARKING: TWO (2) OFFSTREET PARKING SPACES ARE PROVIDED PER LOT 48 , I I -PROPOSED GREENWAY TOWNHOUSE UNIT. ONE (i) ON STREET PARKING SPACE PER EVERY LOT 70 GR A ­ LOT 7 4 UNITS IS REQUIRED. LOT 49 85 UNITS / 4 = 22 PARKING SPACES REQUIRED LOT iB 71 36 ON STREET PARKING SPACES PROVIDED So ILL -6 LOT 72 v\" �x OT S:i BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE LOT 17 --- REQUIREMENTS OF SECTION 4.2.2 OF THE ALBEMARLE COUNTY V\ OT 73 ZONING ORDINANCE. 7 r.OPEN SPACE` 1z _�\ I" - "�k x LOTi6 --- LOTS NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF LOT 74 BURIAL SITES: THESE (3) BLOCK AREAS. w! P040 GPOIJIVOS SCALE: I" = 20 Sheet List Table Sheet Number Sheet Title I COVER 2 OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 LAYOUTPLAN 5A LAYOUTPLAIN 6 UTILITY PLAN 6A UTILITY PLAN 7 LAYOUT & UTILITY PLAN 8 LAYOUT & UTILITY PLAN 9 GRADING & DRAINAGE PLAN 9A GRADING & DRAINAGE PLAN 3.0 11 GRADING & DRAINAGE PLAN GRADING& DRAINAGE PLAN 12 NOTES & DETAILS 13 NOTES & DETAILS 14 STORMWATER MANAGEMENT PLAN 15 LANDSCAPING PLAN 3.6 PROFFERS 16A PROFFERS 20 TOTAL SHEETS LEGEND ROADS - - - -------I EXISTING CULVERT CUL INERT DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-JA DITCH DEPTH OF EC-JA DITCH EC-2 DITCH DEPTH OF EC-2 DITCH EARTH DITCH DRI VFWA Y CUL VER T + BENCH MARK CLEARING LIMITS LOT 75 1 VDOT STANDARD STOP SIGN FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID LOT 58 IN ADDITION, A DAM I I 1 --200 ----------- LOT 59 EXISTING CONTOUR LOT4 51003CO28oD DATED FEBRUARY 4, 2005. BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE > LOT 77 SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED IL PROPOSED CONTOUR LOT6o UPSTREAM OF THE PROPERTY. r�� Z I I L OT 61 LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN LOT 61 8 240.55 PROPOSED SPOT ELEVATION V- I LOT14 7BC DENOTES TOP/BACK OF LOT CURB TIB DENOTES TOP OF ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION _7 BOX LOT 13 PROPOSED LANDSCAPED BERM >-, 32.79 STREET TREES ARE INCLUDED WITH THE LANDSCAPING LOT2 I I DESIGN TO INCORPORATE STREETTREES EVERY,.o'ALONG THE L -1 1 � < LOT62 ROADWAYS. LOTi - - - - - LAND AREAS: OPEN SPACE: 21.o1ACRE5(62.8%) L OF ENS E - - - - - - - LOTS: 6.25 ACRES (18-7H) - ROW DEDICATION: 6.18 ACRES (18.5%) PROPOSED IMPERVIOUS AREAS: SIDEWALK: 49,57SSF AMENITIES: 21,62SSF PROPOSED LANDSCAPED BER ROADWAY: 170,275 SIF BUILDINGS: 166,200SF DRIVEWAYS: 42,550SF TOTAL IMPERVIOUS AREAS: 440,225 SF (:Lo.ia ACRES) RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE ROPOSED GREENWAY GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. --- - --- ---- TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEE SHEET 16. TOTAL PROPOSED UNITS: 85 GRAPHIC SCALE TOTAL PROPOSED AFFORDABLE UNITS: 13 UNITS OR CASH IN -LIEU JI OF AFFORDABLE UNITS 6 1 D D 30 so .0 NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH 7 THE FINAL SITE PLAN OR CASH IN -LIEU OPTION. IN FEET 1 inch - 60 It, OPEN SPACE LOT 63 LOT 81 N4, - - - - - - - - - - LOT 65 N N LOT 6 ROPOSED GREENWAYLOT 83 LOT 84 LOT 6 LU I bb LOT85 LOT 6 RECREATION AR�A ♦ V PLAZA/MEETING - - - - - - - - - - - - AREA T OPEN SPACE -SHEET LAYOUT SCALE: 1 60' 1� SCOTT R. COLLINSZ Lic. No. 035791 li, LUti I JOB NO. 182150 SCALE 1 17=60' SHEET NO. 1 p2f " :J COI N. _ COI,I,INSY-- _ 4 _ YYff -dODgpU `~ C / . ,. oc?�p2 'n Z O tJ Lic. >r No. 0:357U1 » �f PROPOSED ACCESSAREATO P PROPOSED Jk y'"Y- D�� ASHWOOD BOULEVARD CONNECTION I UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT .: III // ` i THORNR / 1` ry z W ~ z � IONS v PROVIDE PARKING AN INFORMATION KIOSK FOUE I R MORNFURMAT ON REQUIRED BUFFER AND A PEDESTRIAN ROAD CROSSING TOx, ACCESS THE MULTI -USE TRAILWAY `,1 1 - P© \ "n \ \ ? �p SHWOpp ¢ W w m Ex g a Alt°p Z 3 o o NEIGHBORHOOD J pz I Z IMPROVEMENT SWM FACILITY # 3 .M.46BgiC COUNTY OF , Wo COURT �' 30' MIN. NATURAL BUFFER ^ Q P f / \ SITE R/ M W a 'n 41 EMARLE `I 1^ ,PROPOSED PRIMITIVE TRAIL WITH '�' 1 I j / ;CONNECTION TO FOREST LAKES // ,, _ J - , _, I ' RO l< 3 Z G ��- Z ^ C7 J - m _ —� pOIa T b` PROPOSED , / t , / I ---, , r ) ' I i I�i ' , / , ALBEMARLE COUNTY _�. PRIMITIVE-' / , ! BLOCK ' / / ✓ - •"- , ! 1 1 ! I J ,r+ I I , .-� I t , ( RESERVED STEEP SLOPE - GR pL AD J _ Z ,A p J � '• \ '�, I , , + , I / / r / r I .. / l I , ' ( / �� / I r , 13 I I( 1 1 v C - / r f 1, / .i �, TRAILWAY � � I �I VAS v 1 / r Q /� \— / (TYP,) ' o r� m _ - I V 1! // �� � l- Q I I , v I i r I +7' I� \ I 1 1 / I -\ t/ I Ir! I I f t 1 1 f C I I 1 \ 1 1 %/ 1 t ,' 'TRAILS SCAL M Z W � " ' / I 1 , , \ r / , I �• `, III DEVELOPMENT '} r 1 i + " ' - t r / , / r I �' / / .'' f i _ — \ r / / / 1 \\ r P. / iTY ) , a / \ I Ql ', \ \ -`�` s O - ' '. y BA AN COURT s 1 1 VICINITY MAP. - I� �v G n ❑ n O Z p n J ¢ GENERAL NOTES - 1 '9 4 AREA (TYP.;I . ti , \ ,` \` \` ,\ , // '1 , // /r ,` l/'•• / ,; \ ,� , , , , ( 1 r ,r �:''✓ \ \ \ BLOCK iS �r ``.. -, \ '_ .. z -_-- - ` \ I w'i _ l a . _— _ + OWNERS: TMPo4600-oo-w-oz800 TMPo4600-00-oo-oiBAo HAUGH CHARLES R. HAUGH, CHARLES R.& E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. -�< ��//�� u j w z I, __, 1 S�. . , rC Q , t l • v •� PARK ST TRAIL T.M.46-x86 I , i `\ ---- 'IN �� ( \ ` --' �� i r 1 %� 1, /� _ . , �, r / O / t '; C t /, _ I - � � -- / + i \ �` --- I _ _ !� / `` ~ 435 25755EMINOLE CHARLOTTESVILLE,'JA zzgaz CHARLOTTESVILLE, VA zzgoz C9 z F. w `/ I W HORNE LAND CORPORATION — .;.. �� -__,_ -_ i i / / ' -OPEN - /' '.__L --- - / PAC ' ', f TMP oy600 00 00 ozgoo CROCKETT CORPORATION zo �/ li / ,'(TYP-) _ C/O HAUGH HELVIN i & 435 PARK ST L I J _ // - BLOCK I2 \ / %' BLOC < 10 -- _ / _ BLOCK lLl - I' EXISTING too -YEAR - _ \ .�, I \ C ( PROPOSED CIVIC SPACE- - p\ -- ` `, ( EASTERN POCKETPARK %� r FO I '," / i (LOCATION TO BE DETERMINED \ WITH FINAL DEVELOPMENT PLAN) • \� Q ❑ CHARLOTTESVILLE, VA zzgoa DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLF, VA 22903 C9 z O w u 4 z O w N f � D z .-_ - MA FLOODPLAIN (TYP.) t _ * V , ` _' �� `� _, ,..- - l / -�•-_` `�--"-- J ..-PROPOSED VEHICULAR - u Q -�_ ` - INTERCONNECTIONACCESS '- — — \.,. Q ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 {n z z ¢ r z aJ z 0 z O a- C -- _ � `, 9 I.. PROPOSED PRIMITIV .. /� 1 / TRAILWA \`,\ V y.. . / i — TO THE MONTGOMERY o' MIN. NATURAL BUFFER O G o m z In z p w O7 _ ROUTEa . -�..._ 9 I IMPROVEMENT PATHWAY - ` -- _ , I N. J` \`\ _ �- J ..,-. i / - ; / I+ --` ,, `-\ ,` ', , - �:- r i ( :, OPEN •if / - RIDGE NEIGHBORHOOD 6' !,. .,, _ i "` ,- / / l , I ,- - / t TAX MAP&ZONING: 0 600-00-oo-ox8oa o 6ao-oo-0o-axBAo 0 600-oa-ao-oi oo 4 4 4 9 D.B. 731, PG. 69c D.B. 1333, PG-450 D.6. 731, PG.6ga O r�-I 0'7 vi W o w In i p " f x o 4 H w L ¢ O a+ "'- •. ROUTEz9 , -� ` f ` '' f �'�-; -�'`" `- �'.� . \I PROPOSED CIVIC SPACE - L /"1 ,' '`e/ — ``, SPACE �, , / , I ALBEMARLE COUNTY — r� r`5 '�-•` BLACK 11 r, r % (TYP.) /' / � MANP,GEDSTEEP SLOPE / -.�� RLEPJI JAY ! ..- ' ' /+ / i (TYP.) � � 'r ¢V TY',i��/" M R-a RESIDENTIAL R-z RESIDENTIAL ZONE: R-a RESIDENTIAL TOTAL PROJECT AREA: 04600-00-00-01800 - yz.SSA<• W �' �y z iK U � z g u w� z S g g p z IMPROVEMENT r SWMFACILITY#a a 3,+ - GREEN w., (TYP) / , % r': / +. GREENVI/AY , , r .-. } �/ ' -- UPLAND f =,y,t (TYP.) ,;s ,' + rl I, `� - RARf'. / i _ , •, ,,...+Lt- O '•' O� OP' �. BLOCK - , GQY 1g -� / �`�u /' /'�, `Z„/" V NGE4 '1 ', r_ / ^� - ay600-ao-oa-0z8Ao 27.29AC. a 600-00-oo-0i oo - 207.66AC. 4 g 277.5o AC.TOTAL PROPOSEDZONING: NEIGHBORHOOD MODEL DISTRICT a w to �ir a Ow In �i O ¢ i PROPOSED ga'BUFFER AROUND VDOTSTORMWATER' ,' •,�'.'-" /'s _ .. ,/f'% -. _ / // ,' i�r' r+ r r,' r� ?� �,,EJ'' -r t/ / r �(Ae _ a EXISTINGARCHAICWOODLAND - 1 _ / - DEVELOPMENT ," r/ '� % a TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN ae oe L z L MANAGEMENT PO 'I xT, s! �• r rL.vfviPSITEAREA TO BE PRESERVED f r< fff _ ,. , ✓ � AI<tA (TYP•) O I z SURVEYING AND BELL LAND SURVEYS,JANUARYxoi. 5 BLOCK 16 "�, - BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH o � �� w \ ��\.. I � r' / i % /.� �`\ /I �„ 7,2oi5. DATUM: NAVD zg88 w Z M m //••�� Z `,�__-___ ,, , -' ` `° `tip & �z\� I.c EXISTINGxoo-YEAR •� FL LAIN TYP. �` `\\ •\ -_ _ `_� - - '%ioSTREAM BUFFER(TYP. '- .. Y OODP ( ) ••`• ' � _� :.,/ � - ` ' ''' +/ — '�""' ,�\ �( UTILITIES. COUNTY WATERAND SEWER � vwi a\m PROPOSED RIGHT IN RIGHTOUT° n a INTERSECTION IMPROVEMENTS. F 4 - BLOCK LF Z z - -� -' -, + , 1.` BLOCK `, - ,- `'� s t fF -.. f •`- ,.�. ', - +I � _ S \ -' `j 0 ( �\ \ ,/. /' ,. n / - 1 FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID Szoo3Caz8oD DATED FEBRUARY zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, 5- PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF E' O .�. . ` m � In � m ' A SEE BROOKHILLTIA REPORT FOR FURTHERDETA13S. cl�0— x __ AINSTREET . TRAFFIC CIRCLEIROUNDABOUT MAY ALBEMARLE COUNTY _ BE CONSTRUCTEDATTHE -__ ��..pgE5ERVEDSTEEPSLOPE BLOCKS ''" •..,,,,••.. �<• .- r ,' i-3/ ° ` �'" f _ MONTGOMERYRIDGE THE PROPERTY, to o o a+ a C, o I CV v J �� �O I I BOULEVARD .f, Ai INTERSECTION OF MAIN STREETAND _ (TYP.) t I THE NORTH(SOUTHCONNECTOR ROAD - } BLOCKS !I I OPEN I". ' ` } ` i�` NEIGHBORHOOD - / ^\ I C NOTES: x. SEE CODE OF DEVELOPMENT FORDETAlL50NTHEPROP05EDSTREET5AND5TREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. O 6i \` < ,'J•��. • Y f %� ;./i L •..-.+ L SPACE I > f y x. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE DETERMINED WITH THE SITE PLAN PROCESS. CV CV �� ,,.'---.��'�- OPEN + _�.� t - - f' -�. �(' P) %/ r. - r��% .SPACE '. 1 . - / ! (TYP} /', BLOCK — 1 EXISTING - �' �j +' I O 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL OF MAINTAINED BYTHF HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE < J W Q > �� z T.M.46-z8D "^ r` " CRAPTONCORPORATION I I ioo-YEAR PROPOSED ' FLOODPLAIN (FYP.) .. /'�' RIMITIVE / \ r -_ TRAILWAY / - /� \ 5 A�e' / d .��� w �P ! = d O�j�J O¢O70 OR FOREST LAKES. 5- THE EASTI'WESTCONNECTOR ROADTOPOLO GROUNDS ROAD BOTH REQUIRE FILLINGWITHIN THE FLOODPLAIN A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS % _ Lu _J J Z �1 Q J d r I, + J s?-1 - ;` DEVELOPMENTAREA/�' - - ,\ _ \ ,.p•• 3' / BOUNDARY (TYP) 1 PROPOSED NEIGHBORHOOD CENTER - '� - _ / J `, ' Y% \..4 ,�''� O fo +••ACCORDANC ,,. i'y �� ,^� S. PARKINGHE FLOODPLAIN- N. THE E ALBEMARLE ACCORDANCE WITH ALBEMARLE COUNTY CODE zB.y.az. EACH PRELIMINARY SITE AND COUNTYKHILL DEVELOPMENT SHALL BEMINAR SITE E ` Lu _ > w I, IIY' I I -- / ` : / , (LOCATION TO BE DETERMINED 1 . _ _ — `>v a /' WITH FINAL DEVEL0PMENTPLAN.) -L ` „ BLOCK ]- j / r y LIMITS OF PROPOSED REZONING s, �• ' 2 SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. W T' (n • I. I II lilt _ !` �►,, �` --_- I 1 '�• �L \ ! I ��• _ I IF ��-/ m 5 r Ij 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT Q ZL9 U H IF — Q c PROPOSED zvv' BUFFER ALONG RT. a Ir 9 x 1 �_ - , ` — r I I r ,I : - ter')"� �f SAFETY ACTION PLAN. I 7n'NATURALLANDSCAPEBUFFER II BLOCK ll' , i f� �3mACREHISTORICry� I r I' s r`�.- �_- •:1; 1 !,: 8. THE PROPOSED DEVELOPMENT SHALL INCLUDEAMINIMUMOF(3)CIVICAREAS,ASSHOWN W J J J & a`LANDSCAPEBUFFERII � � 3 �ii II APPROXIMATE LOCATION OF BROOKHI LPARCEL BLOCK - _ BLOCK S ) I , , - � _ � I I , ` ALBEMARLE COUNTY--' --, -MANAGED STEEP SLOPE ''f; . - �\ �` '� ' ,r -- t / i 1 j '✓ !,_f .'d '�I �ca/ ON THE APPLICATION PLAN. SEETHE CODE OF DEVELOPMENT FOR A DESCRIPTION OFTHE AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. S. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO � J r--1 0 = O NOTE: A PROPOSED MULTI -USE PATH r HISTORIC MARKER FOR THE �` _ _ - ` - J GREENWAY :' _ `._ (TYP. ALLOW FOR ADDITIONAL AREATO ACCOMMODATE UTILITIES, STORMWATER Q Lu II US PROPOSED BYVDOTALONGTHEr of �U ROUTE FRONTAGE OFTHIS '� BROOKHILLPROPERTY i i \'- - •x ITYP.) .-_ - `�_�\+r 1 - .•/ r ,'f>� • �,. MANAGEMENT, AND EROSION DEVELOPMENT. V T.q ag ) li; PROPERTY. PATHWAYTO BE n illy I � _ _ � -'—'_*��.` 1, -: -- \ 1 Y� � - PROPOSED zo'BUFFER -__ v„ .:>u ....'. 'v",;� \,`•, , - \ I, �� �' I z0. CONNECTION POINT(DON THEAPPLICATON PLANSHALL BEA FULL VEHICULAR INTERCONNECTION TOOOMONTGOMERY RIDGE. CONNECTION POINT �HALLONLY BEA Lu W Y T O LOCATED WITHIN THEVDOTRnIV. 1 ...-�..'+� -'- ' , 'LONNTaMOTERYTTONG --•--- -` - ". \ r� °" ^' PEDESTRIANIBI CYLE ACC ES S CON N ECTIO N. zz. UNIFORM SIGNAGE SHALL BE INSTALLEDALONG THETRAILWAYS TO IDENTIFYAND (n ~ Lu w Lu ., in _ ••-.,. <,, .` BLOCK1 g REMAIN /ii %%j LOCKLINE(TYP.) 400/1i/��j \i J. v ALL STORMWATER'MANAGEMENTFACILITIES DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTE S AN D FAG LITIESONTHESITE. U C7 Q V 1 O l BI OCK 6 , NOTE: o AND EROSION CONTROL MEASURES SHALL BE LOCATED OUTSIDE OF PRESERVED SLOPES. LEGEND z � 1L ul (A Ir1 i�II BLOCK8 ALBEMARLE COUNTY-' ". '1 %r t"% •�� RCPERTYBOUNDARY(TYP.) 0 GREENWAY PRESERVED SLOPES 7 Q �J EL 1 I il NOTE: AREA WITHIN THEioa'BUFFER ill I O 1 PRESERVED STEEPSLOP£.�j/ y_ I . (TYP.} # ii/: I /' r /t/� ,r ••r+O•e ® VEGETATIVE BUFFER MANAGED SLOPES O ¢ w Q AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN ACCORDANCE WITH THEPLACESz II� _; - " �' E ,^, BLOCK - /�. /i,,.,., ._, -,., ._., „. I _ / DEVELOPMENT PLAIN / FLOODP LAIN (TYPJ '.,: '- ;- - _ N_-.. ._ _ `r p +. ,, ./_,. ® OPEN SPACE ®GREENWAYIMPACTS&PRESERVEDSLOREIMPACTS J > LU J ' FORESTEDBWFFERREOUIR M NTS II I ('• ",�i r AREA TYP. 1, ` _ I +,,WITH HOA APPROVAL, A xo' MULTI -USE PATH _ r/ + _ _ -' EXISTINGBROOKHILL AREA(TYP.) r LIMITS OF i TH CENTURY �'"' " - SHALL BE EXTENDED TO THE ENTRANCE OF — HOUSE TO REMAIN r'x' q \ �/ - _ COMPONENTS OF BROOK HILL `, /j� t `\ .%" MONTGOMERY RIDGE, THE HOA WILL NEED 1 BLOCK8 DEVELOPMENT AREA` \ - %i`5 r""" / � , _�'' s'N``{ �'a`� 5 TO APPROVETHETRAILANDEXECUTEALL ` - _.Qaly' ! EASEMENT DOCUMENTS ALLOWING THE WETLANDS PARCEL WITH J (n J J EXISTING i00 R I I _� ) FEMA FLOODPLAIN P. , _ :..' I -�' I --- ---� • _ \ y � I BOUNDARY (TYP.} t / •. i - 1 �4,-+.�--Y..�`4 vJ.-.,....,, •:. .. , ,_ �- ..__ ....-_ f ` • I �+----- CONSTRUCTION OF THE pa � : 1 . TM r .- -ON HOA PROPERTY. b USE & THE g CENTURY COMPONENTS OF HISTORICL EzTH BRDOKHILL � w ~' it I '', •� OPEN f66 PROPOSED xo PAVED r - _ t rs%•''--- s - _ -so' SPADE t ��j M TI PURPOSE TRAIL THE (TY )/ / �/ .i, _,,d` �r �,' 'x'_ LJ MULTI -USE PATH TOBECONSTRUCTEDALONG NORTH SIDE OF POLO GROUNDS ROAD Q^ PRIMITIVETRAILWAY PROPOSED TRANSIT STOP -TO BE INCLUDED WITHIN OR O Q II ' I ri IMPROVED INTERSECTI N I I a • t __,,.. .�rl • 2 r - �r '"o' i -%YI' ,,`' + �/ q _ ,fir/n' �. y •�,.n. -':i•� - ,m ROPOSED PEDESTRIAN TUNNFL ors>'T r •..• 0m, _ - D�� `4•, / " �"-- - - - SNF ADJACENTTO THE NEIGHBORHOOD CENTER. FINAL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. • � t.! O 0 O AND STOPLIGHT SEE BROOKHILLTfAREPORT '; i� v a ._, - - - ->"'`� - 1 �� SEDIMPROVEMENTTO PRPO�OGROUNDSROADfOR\NP�NP pU (:5 ,JER 0000 EXISTING zoo YR FLOODPLAIN N O FOR FURTHERDETAILSI �:- -"' ., Sr�LOGRp{7Mp --r � / BRT�3-(D�RGgp(Sa) TURN LANES-SEETHEPOLO •'•'_•^•• STREAMS JUNE15,2U15 +�"• _ .,��`�`�c "'/ 48j' P. 26- - - - - GROUNDS ROADWAV j� - IMPROVEMENTPLAN `/� LOCATION OF HISTORIC RESOURCE TO BE PRESERVED M w �A APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG l ,FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD (GRAPHIC SCAI'"F' .. DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -" { �] PROPOSED LOCATION OF CIVIC SPACE \•�/ zo MULTI USE PATH v w . - P 14+t r 'A SEE PROFFERS FOR FURTHER DETAILS zoo o zoo `4a Boo ''�. PROPOSED LOCATION OF HISTORIC MARKER — r K a _ JOB N0. 1 \ i . .. T. M. 46-18C. "PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION I •� - - �... ( FEET ) J 182150 SHEET 1 OF 1 •'+� SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFIC TIA. � • PROPOSED ELEMENTARY SCHOOL SITE _y - 1 inch = 20U ft. `may SCALE N. T. S. SHEET NO. 2 II / II � r C 1 'I 1 II i Jt5: 85 VIW UHRS /GA0.A1E PARNI 3PACES PEP ui PKINe:3]PAWI(MING 3PA<E51]1 NE61 BL 9.1B SPACES 9L10: 135PACf5 BL31:65PACE5 a 0 o°° n e° a a 9 ° a° 9 q --� i --"- --- - --- ORNRIOGEW ✓ - ----- I F AY _ - - 000 O - - -- �RO %, y �,v,� ,�✓ C/ .v,v OJT ��0 _U YARD - - !� _� �\ / v -r lr-- / .'i' ;) \\, 1, (-C.;��\ a' \..l..v'✓ y / /T / i`'\\f�( �% ��,,,,n r\. A- Auv r C�~ T `F­ it✓/// \\` ��' „` �(K / ,`)'?�QL ,.,, Qom' \ \'y_I \' I ` - 4. 'I �.. ,.��\„/� •�T� l j �y�'� �h\ "1i �'II / W Op Cp `%� l.f i�� - s '\ ✓"\ ,\. "n / ' \\ " T _. pVENS \/'1 I- I L \ I 1: r BLOCK g 01 N tll f --- IrLnIN Ind i %IZZ j� j BLOCK 4B i N --Z / ��� SDP2oi800014 X/ INITIAL SITE PLAN / zl� / APPROVED j FI oll Z' 05/25/2o18 ' Z z SDP201800050 % -iI FINAL SITE PLAN "Q UNDER REVIEW � )II y �A BiLO�I�'4�4v� SDP201 000 I Ili T 7 47 � INITIAL SITE PLAN APPROVED 10/20/2017 \ SDP2o180005o YI FINAL SITE PLAN UNDER REVIEW I I III 'I I I ROAD PLAN (UNDER REVIEW) SU B2017-00117 Illi I ' `\ I I j 1 BLOCK 8A q / \ I ( I IIII i 1 \ ° 1I♦e v I •, d IAA , \�;, I -F7 BLOCK 13�II of II - -f BLOCK 15 0 \ \ BANYAN COURT �: Lu .41 BLOCK 10 - ✓ v ♦ �_ / j \ i )PMENT ITE PLAN 10, & ,� �� ) �� BLOCK 12 � ♦ BLOCK 18 i V `' i 1\ BLOCK 14 i r ' GO Y 0 v k y.BL,�°AI zz BLOCK16 1 _ _-- ,�-- mft r y i ftwo ---- ftftBLOCK 4Cfthw ROAD PLAN � � UNDER REVIEW BLOCK i ° / j S ` �/ y— SUB201 0011 3 a ftft J/ f % � BLOCK AREA SUMMARY / fV/I I / �'r BLOCK LAND USE DISTRICT AREA PER ROOKHILL PROPOSED AREA (AC) BLOCK 1 e �� �A, I �- �� COD AC) - ° ' BLOCK 2 1 NEIGHBORHOOD 1 ' BLOCK 17 JSERVICE CENTER 2 URBAN DENSITY 6. 40, �III,I+ ROAD PLAN 00 3 URBAN DENSITY 5. J � 1 (UNDER REVIEW) t..... 1 1° 1 I SUB2018-00115 BLOCK 3 '_ �'� 02Q \ SDP201800021 °a (� °°°vv �� 4 URBAN DENSITY 274 21.6 INITIAL SITE PLAN ° APPROVED ° �� aaavv ��' % /I 4A URBAN DENSITY 10.8 06/o8/2016 _ SDP203800049 FINAL SITE PLAN __ -- p�! �' 4B URBAN DENSITY 10.83 � \ 7 d UNDER REVIEW NEIGHBORHOOD 5 123 DENSITY 6 NEIGHBORHOOD 7 DENSITY [I 4 �NEIGHBORHOOD 19 x, 7 206 BLOCK6 DENSITY , v n� �� / NEIGHBORHOOD od '� \ 8 DENSITY zs s 24.76 ° 9, -- _ f ` a°° 1 a ° NEIGHBORHOOD 17.6 ° a ° ° ° __ ' / BLOCK \I\\D °° '� \\ \ °a° a° (1/° °a °°.��, _ `- DENSITY 7 °° \ as r=' �- — !/) NEIGHBORHOOD { _ PROPOSED a°a ` °o- _ 8B DENSITY 7.17 DEVELOPMENT ` a` INITIAL SITE PLAN °a ` f-�p - a° % NEIGHBORHOOD �! I -- m °aa°.aaa°aua aaa , B� 8 as °°n°oa °�°°a� 3 DENSITY 114 / NEIGHBORHOOD / 10 8. j. DENSITY °°°°aaa°° 11 NEIGHBORHOOD 139 1 �� DENSITY °° % �11 12 NEIGHBORHOOD 9. BLOCK 8B r_�i— �� DENSITY NEIGHBORHOOD aaa ®a©°STOLOGRO(7 _ !'�' �' �.� amass°° 13 DENSITY 131 ATERT. NOSRO aacaa° 643iD.8.48A0/5o) ema> — K 1 / /! ~ 14 NEIGHBORHOOD 101 !f- \ — DENSITY P• 263) LEGEND: PROPOSED RESIDENTIAL DEVELOPMENT (INITIAL SITE PLAN CURRENTLY UNDER REVIEW) / PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS ARE UNDER REVIEW) r � GRAPHIC SCALE 2CC C 10C 20C 103 803 I II i I Iry ULILI I 1 inch — 200 ft. NEIGHBORHOOD 15 DENSITY NEIGHBORHOOD 16 DENSITY NEIGHBORHOOD 17 DENSITY NEIGHBORHOOD 18 DENSITY NEIGHBORHOOD 19 DENSITY lJH 4 IT SCOTT R. COLLINS Lic. No. 035701 _ z O a Z wco 7) O z Z O � H in F �uj ;z W ce LL w w ul z J J U I rn ti C`') (`') O� N d- C`') N O N N Lu J U) Lu 0 U w U) Lu Lu Lu Q O O N I rl 66 WI O z QQ CL 0 J CID ___l Lu O )OB NO. 182150 SCALE 1"=200' SHEET NO. 3 .. .. .. ,m�1� COURT F OOp TMP: o46B5 00 00 oo2Co SEA THIS SPIFFY- r R%�VENSW_ OWNER: COUNTY OF ALBEMARLE-�' _.��__� -'-- ---. ACREAGE: 4.75AC I �` I ( � �� } t ZONING: PUD / �� -,I �' { \/ i TMP: o46B5-oo-0o-o00 0 DB/PG: i9731473 i'?� �I �L �I L = �`� DOWNER: FOREST LAKES COMMUNITY�i JA��l f ASSOCIATION INC L— ACREAGE: 4.Z2AC / - �I �IJ ZONING: PUD t\� DB/PG: 1973/473 _ - ---- - -- 1 -- --- --. I, - ------------ d,\ �r \ \ EXISTING SANITARY SEWER AND 20' SANITARY SEWER EASEMENT EXISTING STREAM \ \ ` D.B. PG. I \ \ BLOCK 13 1 \ EXISTING WETLANDS (TYP.) GENERAL NOTES: 1. NO FLOODPLAIN EXISTS ON THE SUBJECT SITE PER FEMA FLOODPLAIN MAPS # 51003CO280D. 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; 1 UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE PROJECT SITE. 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING WATER LINES ON THE SITE. TH C) SCOTT R. COLLINS'? I,ic. No. 0357911- III I V RO I � II I I z o -- a -_ uv m U) 'I O a t. I ( z Of I , I \ \ TMP: STUSSHET Lu046B5- C OFALBEMAR _ COUNTY LE IOWNER - _ � V ACREAGE 4J5AC ZONING: PUD - �,/I DBIPG: 19731473 Q w 76UNDISTURBED \\vvvv TMP: 04600-oo-oo-o18Bo O BUFFER AREA EXISTING 100' \ \ OWNER: HORNE LAND CORPORATION z \ STREAM BUFFER (TYP.) I \ 1 I I I II I O ACREAGE: 46.43 AC A .� \ V A l l I - - ZONING: RURAL Lu m ` A _ BLOCK \ v w w ---- --`, -------- 130' LANDSCAPE/REFORESTED \ �� \ \ DB1PG: 624/igi � III � � \ \ w BUFFER AREA \\ \ \ F- Q� A v 1) > A \ O BLOCK io v A I 1 Ii I I� I J 1 v \ EXISTING SANITARY SEWER AND I 1 \ i 1 BLOCK 20' SANITARY SEWER EASEMENT I m \ �. I \ \ D.B. PG. BLOCK ii `� l 0 I ALBEMARLE COUNTY \ ( MANAGED SLOPES I i '. A � I i I- 1 f, ALBEMARLE COUNTY 1s PRESERVED SLOPES A ILIMITS OF SUNNY\Zl 5".�` �' X � DAY DAM BREACH EXISTING ioo' v . A STREAM BUFFER TYP. i i g ' I. IIIII 11116 �vv�\ ----- �' Q% \ I - BLOCK 4B \ - SDPz0i80ooi4 — _ _ - _ APPROVEDINITIAL PLAN 8 �II 5151 \ �I - SDP202800050 _ - BLOCK z \ _ _ _ _ r— FINAL SITE PLAN jUNDER REVIEW \ — — - ���♦ - - T ,� �, _ - �, A PROPOSED LIMITS v v �OFTREELINE EXISTING STREAM \ \ I , I -- i LIMITS OF FEMA APPROVED BLOCKL iooYFOFLOODPLAIN �s l � I ' ( I OPS _- -- - - - \PR RROENTDLYOERREVIEW)UND i - I C I I�_ I — — - - o �IIIIII, �7 — --- 1 --- - � I , _ I r ' � I - - � _ - �I-PRAPHZC SCALE 1, - aoo 0 5o aoa aao ' IN FEET i t - M ! \ I inch — 100 ft. - - - - — - A 1 A ul z t z C? 1..� co 0') w N � F1 i J N Q LL, z J H� J ' w w �--I O O,6 � i p�V z O o U ,--1 z Y U) H V) X w Y � U w O Ly Of J � CO w J Of Q (D O CD O N w u W w a L, JOB NO. 182150 SCALE 1"-100' SHEET NO. 4 -- - -- -- — - - - - - - ---- - - - - - - -— - --- ----- - ------ - -- --- - - - -- - - - -- - - _ 70 .EXISTING too' STREAM / BUFFER (TYP.) - _ _ _ T- - 3� 32 36 3g j2' — 32' 3T 35 - -- — -- -- - 34' 34 — — _ �99 3 T -- - - -- - ----- � LOT 12 I _ I- ---II v'-' LOT 11 o LOT LOT 4 �I I -� N LOT io a. 1 �` ICI LOT1 0^ LOT 3 M, LOT8I�I LOTS m " LOT 7 Irn LOT 6 LOT 5- e - �-I -PROPOSED DRIVEW- ATY5(TEYTP.) �i I- 010ESNE.DT— g4 T NT TBA (T 33MAX6 K(TYP.)4 1 > E)1RCEIRC 33 �D _ .\ y.-� ^ 43 I I -j-•_— L_- --r-"" r- I 1500'R - STREET SIGN (TYP.) - �. -: - RRT-RIW ' F)C-FIC - - GE $� 49 z4 -�_ - ZSR ry j ry1 1$' MtN (YP J 775'R - _ _ _ _ _ A 11 _ � ,� ----- ---- - --- --- _ 7 39 a STOP SIGN (TYP•- 5 �ra n F00 RONT SE A 1 O r vd, - 34' -- i TUkBED BUFFER I SCOTT R. COLLINS� 100' WID BUFFER ALONG ROUTE - - - - - - - -- - - Lic. No. 035791 ,1� BUFFER - - - - - - 29 TO SCREEN THE DEVELOPMENT. SEE NOTE, THIS SHEET. -------------------- _____ ----- 10NALI:TjG ROPOSED 5' CONCRETE SIDEWALK- ROPOSED 6' PLANTING STRIP — - —. r; —� - ROPOSED CG-6 CURB (TYP.) _ / EXISTING 100' _ SR �� : STREAM BUFFER - y 15 ROPOSED PARKING SPACES 31' Fly F!C — — _\\ (TYP.) 9 (TYP J II -� zT EIP EIP 56KR — — — — - �\ \ .0 z0-- --- - -. - -- 350'R- - --. --� �_•-. _ - '� • 'li O Qi f m _ _ 1 321 _ ."- 1, 18�f P.)�,11. OI II—_ _—. p 1 ,,\, ,,F� �0 t< oNj T BETgp�CK (�P) ROPOSED (TYP.) DRIVEWAY II FRON ( ___ LOT 2,8 LOT 29 LOT 30 LOT 31 \ LIMITS OF GREENWAY \ > _ W LOT OPEN SPACE _ ° LOT 26 " II _ ILOT z5 o I I PROPOSED 5' CONCRETE SIDEWALK o � \ l 1 1 LOT zm 3T 1 , , YPJ T zz yo � `�- -_ - lo' EARS _ _ 3� / I -_ - - -- -- - - _ -- - - -- 4,\ �. / r 1 11 "3= LOT a _ w 00 \r , TB i , , E 2 � 1 3 LOT - =_- -- - -- -- - - - - - - -1 w / -- -- u -" 1' rl 1 r 11 LOT19 ° 40 - _ LOT 18 . a ) ly 1 � � 1 � _ �i� •�, A � \I� • _ __ -- ---- - - __—'_� 26'E/P-F/C .0010 - — F �I - - RETE --- - —i000, LOT17 _- _--- -_--- -- - _--_ - - ---_ _-_- --- CONCRETESIDEWAL „ <I _ - _ _ -__. , PROPOSED _ - - _ - - 5 5 -- 77 I K tea="_-_ _ - - - --- - -- - - - °. � ROPOS ED ONC SIDEWALK 1 I 1 , 5 I 1 , LOT 16 `;� \ 1 � - � iI I s --- �-- 1 ' GRA ISLAND R W - - - L i 2 i y 3 - i — -- -- _ - ROPOSED CG-z CURB (TYP) -` - / ' LOT i 3i - 1 = 5 VD. CY) — STELLA LANE 1 FUTURE URE ROAD EXTENSION TO ASHWOOD BL �' E}P /C - -.. R/W 1 - - 77 P nll LOT 14 oll m - J 39� iI '';;; IGHTDISTANCE =z8o'(TYPj -- — - - - - - UBLIC 1 �J 1 TgPCK(t 39 SIGHT DISTANCE-z80'(TYP DIS�PNCSC �20�R'" 8 -_ -- - - _ I = ARSE EPRE = - ,� - _ _ _ - _-- - - - - - - - _ . R N 10N E _.. a CT - -Y co 3 , - ` - INVui ERSE i I I L •_ � FEES PROPOSED CG-2z (TYP.) FUTURE CG-6 CURB (TYP.) E � i�i � 1 _- , -FIB=' „,I I � OO I C'7 --J -- - i ,- 16,EIP RI W SR10-0 1 9 3 77 ' - 1 - FUTURE 6' PLANTING STRIP W I r L 39 i i 55151 AND - -STREET SIGN (TYP. , _ N - - .. RA " c V l I �15 _ z$R — — — — I - ---� PROPOSED 6 PLANTING STRIP - - So F --t C -A�,_ - Ir ,. 16 EIP-F NOTE STELLA LANE ROAD EXTENSION W /^ 9300 I;�-STOP SIGN (TYPJI I SHALL BECOMPLETED INACCORDANCE � W > �- - - LOT z WITH THE ZMA PRO SHEET 16. I =% 3 - _ -IIIP II� II-. III I PROFFERS, S 36 W Q I I PROPOSED CG z CURB ( P.) 1%°%� - 39� III. ^I I PROPOSED DRIVEWAY (TYP.) I / ° ✓ / Z - 7 b LLI L ' - 3i 1 �4 I FIC -�� - iio' - J H-q 3 P�PN OPO _ 3i I I m °° LOT33 J pPVgVRI N 32 �_ CgACKLT�' Ig' k/W R/W n z �s � /-- ~ U) T� / 05 gLl R SE �- n QC PO r - - -10 IRS u+ " a. XISTING STREAM G' �w LLI e ; 110, s, - LOT 57 �I zo'%-E/P --- i 1 LO 5 y1 II (D LO 34 T 6 n T I � I r y LOT55 LOT54 ' I H'PROPOSED CG-6 CURB (TYP.) _- - 11i _ s� LLJQ 'a _ 0 u y� j G �, e , W . % ROPOSED CG-6 CURB (TYPJ 1 O TBp III 'R;I ROPOSED CG-6 CURB (TYP.) FR Nj 5. �� �� I '�"' - LOT 35 ) I ° k . TIE INTO EXISTING' Y Q1 \ z5 Mom° - �, YP) �- � I �� � - ' � � � . - / SANITARY SEWER W 't�.. -� PEN SPACE) X4 1 •- TgACKI-?_ �y4 R ONCRETESIDEWA - _ ' _ W \ RON� SE z7'� �CW PROPOSED D 5' C LK z = - �- ,� �'\� PROPOSED 5' CONCRETE SIDEWALK 1 S MIN" �'t 3i i - 5� SIp \ '�` �''g'MtN' VP..1 - _�=ESETBEXISTING WETLANDS (TYP.) '�� �� i �GA A �� w %l �r ACK �I �� .100 -'`>;. �Ft �� �✓ I1 iSE'CBAC\KCT1� w� `J- 1z5'R -- -- �- r�'%v''�---� LIMITS OF GREENWAY ---� �5R W \ l'C %�/ •���6 \\�, \\ .�\ .y\Q�9� �h \," 2�`c1 L'- a � -� o., _F1.ORPRI�P`TE<RI?N� � v ,^% /�'', � � Ln � w CFI ° m --' OS P NAT 0 LOT EXISTINGTREELINE(TYPJ - z co\`• \:� as :FV' _ PROP pSNPR ; " / 36 1 v LOT52 tiR 15'R VARw'i _ � - l✓*) PR SPACES / i i �_ i "' � �' I �-- z w �,'� �� \ �� y L?3 r /. % ^� 0 II O 4�- / / LOT 37 LOT PROPOSED DRIVEWAY (TYPJ� �N /0, �Q PROPOSED S' CONCRETE SIDEWALK / �. / Q, j I / Q Q ' g O \\ \\ ' RIyS ROPOSED & PLANTING STRIP \ \ OjOO�y PROPOSED G PLANTING STRIP If O 0 �:/ ..�n`7 a� Q Q Q LOT 8 / N A �V / LOT 50`��; �� p �A A i O� P p��0 ��� �3/ 1 \ . PROPOSED 4' BIKE LANE, <<` O Q y , / PROPOSED 6' PLANTING STRIP ' \ �v v\ 2 Oo OPEN SPACE O v J �EXISTING2oo'STREAM �� �� o n \V A, 03 �\ �� Sz ��y P6 / �'r LS<��OQ� /' i \ - coW F- BUFFER TYP. Lu \V` sly �, LOT49 �i. O y a, tit i a iti hQ V / p 0 w �-o F10 0� F1C I 1�Fi0 . 7y /C� Q V / a m PROPOSED,, BIKE LANE F • 3ti , C iP ��'� IGRAPHIC SCALE JOB NO. 6i i^t �c i rt / �/A �/ ti� 0 < G y LOT 39 C < A �, 9 - <• C'� /� EXISTING STREAM �m I 3© o 182150 PEN E �• a� �F� LOT 48 ��� ��� �5'R / / % �� �O� ��� zoo' SCALE miIf,l,\, c --�. \ •,ss %/,i .j i ^'`S� \� i�O b',.' )'N FEET ) 1if =30' �� \ �T\ s0° ���-• �' LOT 40 h 1 inch = BO ft. i L�. 1 SHEET NO. PROPOSED 5' CONCRETE SIDEWALK ��� \ )II� j y� �°• / I �i !� i ' v° LOT 47 MATCHLINE - SEE SHEET SAS / / :' 5 4/7 LOT40PROPOSED CONCRETE SIDEWALK ` �" ��. S �� LOT 47 � � � � / t ! ` MATCHL -SEE SHE S w i LOT41 ! b yo �pP� \ %� LOT 42 /01�o L8 LOT 43 LOT ! / i 5\ V �� PROPERTY BOUNDARY (TYP.) ! V' \� �� ` \ J ! SIGHT DISTANCE = z80' (TYPJ i ' X� i� / a ,� LOT 44 / LOT 59 -- �. v� .bl ,TH 01� 1 SCOTT R. COLLINS'� Lic. No. 035791.9s �S�jONAL I:NGl / MITS OF GREENWAY / / I i < \ \ /- \ STREET SIGN (TYP.) z LOT 45 // I I < o ! LOT 60 y STOP SIGN (TYP.) z' j t U f PROPOSED 6' PLANTING STRIP e�� /as, LOT w m R / A o \ PROPOSED S' CONCRETE SIDEWALK,I z a O SIGHT DISTANCE=zBa'(TYPJ LIMITS OF GREENWAY / E LOT 61/ ' Vl PROPOSED DRIVEWAY (TYP.) • �� �� a. H y EXISTING STREAM /'hM1'I A LOT 62 PROPOSED CG-6 CURB (TYP.) (a) PROPOSED PARKING SPACE / LOT 63 c�� �P LOT 7 — - ya �1 / / �ti� T ° ` T��T d`G�� FUTURE O PLANTING STRIP f A�' LOT71 / �G61�� �i� Ff FUTURE 5' CONCRETE SIDEWALK < i LOT 64 �� �� .� � � � / "/ ' I.A� O� � 'i,,, A � ti ! / � ��F22 � � i �' � 0oa 00 0001" - I FUTURE 4'BIKE LANE LOT7z0.00 V LOT 65 PROPOSED PARKING SPACE \ ROPOSED WALLCb f LOT 73 L9 CY) (i) PROPOSED PARKING SPACE \ ✓✓p �- 6 01 n a��•� 5/ / N�P a�� v 61 1 �i C5) CN W LOT7400 l �� L� LOT 67 / `Ilk h j ROPOSED 6' PLANTING STRIP :1 LOT 68 �'� �ROPOSED 5' CONCRETE SIDEWALK / �� Lv N EXISTING soo' STREAM BUFFER (TYP-) ��� / �j2� i \ �Q LOT 76 LOT6 vv __ W 9 \ � 3.) PROPOSED PARKING SPACE '�r �/� OPEN SPACE LOT 77 i N PROPOSED 6' PLANTING STRIP PROPOSED U PLANTING STRI � T� LU T� PROPOSED CG-6 CURB (TYPJi5/ C, o��� % ✓ ` f �� \ \ /jf / F� / 1000 / r _ O C6 / / EXISTING ioo' STREAM BUFFER (TYP.) � -� J PROPOSED WALL LOT78 \� / / Q O } ROPOSED DRIVEWAY (TYP.) r co / } I Y LOT 79 W PROPOSED 5' CONCRETE SIDEWALK I t` , t/ LOT 80 �,�PROPOSED FIRE HYDRANT ASSEMBLY (TYP.)! �� U U - — ( - ` i. , �EXISTING STREA w O LLI o LOT 8i J r U � 4 (6) PROPOSED PARKING SPACES t i - �%� x�_�co ,A s/ ROPERTY BOUNDARY (TYP.)L I PROPOSED 6' H� ASPHALTTRAIL LOT8z I TINGETLANDS (TYP. )LOT 83 I/ ® ON O\ 11 PROPOSED WALL 0/ GRAPHIC SCALE ____ � �vS� IIv11T50FGREENWAY � coF_ � LOT 8 / 4 ! - _---� 3o a 15 30 6o U o F- ! 0000, 1 W PROPOSED CG-z CURB (TYP) �O�' / at: m - LOT 85 / ( IN FEET) JOB NO. I inch = 30 ft. PLAZA/MEETINGS �!/ 182150 AREA SCALE 1"=30' � M- ROPOSED WALL ATCHLINE SEE SHEET 7 _ � RECREATION A� � � � i � I i � /� � � � SHEET No. J AREA �a ! - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - 70' UNDISTURBED BUFFER bl;YH (?;, - - - - - - - / EXISTING ioo' STREAM - - - - - - -- __ - _ tI IN l j / BUFFER (TYP.) —� - - --- - - -- - T - - - 3 PLANTE /R -- - -- - - -- - - -- ROUTE 29 BUFFER - - - R. , - -- - RESTED - - - - - - -- - - - - -� - -- - -- - o' I D EF8R BUFFER 100� WIDE ALONG ROUTE 29 TO SCREEN THE -- - c. No. OSoi SCOTT R C01 L1NS'� DEVELOPMENT. - - - - - - ��o U f4� 1 --- ----J----- --- - -- - -- --_ SEE NOTE, THIS SHEET. --- --- --- --- - lam. ;, 1 - — — -- — —+-- — — -- — — -- — — SIoNaL rN 6; G I , 1 ' LOT 2z I-----I - - - - - - - - - - - d 1 _ I I � LOT is I LOT 3 LOT 4---- 'll LOT io = - - - - -- - - - - 1 LOT 2 'I LOT 8 I '1 LOT S = - --_ _ LOT i ' LOT 7 �. d4 Ruu a -- 1 EXISTING ioo' 0000, LOT 6 �- = ' �� : STREAM BUFFER `_s a ` (TYP.) 1 LOTS -- - _� � � i -- __ -�__ -- I I -- - - -- - -- _- ---- - x------- --- Wes_ W W \ - rl - _ __ 1 - W \,\, - 1 - 1 1. - _ _ 1 l 1 '1 I. ' 1f_ _ _ W 11 W/` o j _ 1 Q S - _ URj D - W — _ Ir _ _ - - CO 0A �— BUc tt _ _ - — - - 1 �I V) f - - w m S-� - ��'S 1 . - ROPOSED 4�� DI WATERLIN�_ --- L_ - -^ I II � � , TN� �- _ - - � �„ Z - - _ _ =r o cn 5 -- - F- - -% PROPOSED FIRE HYDRANT ASSEMBLY (TYP.) W ,l ` - _ --- 1 _- -, 1: _ o ---- --- - I \ / ///1 , zo - - . - - 1 _ dl 0 SEWER (TYP. it ;i m PROPOSED 8" SANITARY SEWER (TYP.) s r .:�. -= ,I .'__i_ "'"r - - 11 _* .. ^, 1 - ';'_ 11... _ - PROPOSED zo' UTILITY U ROPOSED �� j ? W�- - - - E N ( `- — - _ ,�H. 1 . ice' � 1 v 1 1 -� ';1 II I I SEME T TYPJ �I WI n a SED 8" SANITARY S ✓ 7 WG s — - �1(-,'- rN III LOT zg LOT o LOT 31 ------ W� - - LOT LOT 3 ---- - _- " -- .. 7 - - SPACE) x --- - — — W — - - \ 1' 1� z OPEN W W t�� p _ LOTz6 v PROPOSED zo' UTILITY W �' s -- --1 J1 F r ;O r 5 ' 1 LOT z I I EASEMENT (TYP.) _ LOT zy I II LOTz3 _ - _ 1 - -� �'� L 1- , ;- I PROPOSED FIRE HYDRANT ASSEMBLY (TYP.) _ ROPOSED 6" DI WATERLINE � � I LOT 22 Y Y ,00 LOT ziLu L o - - - �_" - - - -- - - 1, -- _ LOT z t . 1 i -r I LOTi9 - --- - l a ,1 -" - - -__- - _ -__--- --- PROPO iz DIWATERLI 1 ' LOT i8 .. PROPOSED 8" DI WATERLINE �' �� PROPOSED FIRE HYDRANT ASSEMBLY (TYP) SED N - W -- - - - - - -W A� yV W W - - LOT i7 _ _ 1 _ 1 1 - r - - - y ' LAN —TE LLA N LOT i5 = " TURE ROAD HWOOD BLVD. - _" ■ _ s LOTi 1 W FUTURE E- --- --- --- _ XTEPUBL C R W S LOT i 4 771 -cl -- I 3 +�� - - - - - ' W y 1 i 4 II k00 1 �_ .. _00, iui 1 1 �I -- w 04 I, I --- I -- -- Q Ln ' II r W =z , �� II _ _ I,-,---EASEMENTD(TYP�IL L�j,J N �� � PROPOSED LOT 3z l!1 .._ 'I�.II II � Q •vI� I� it II I" I. i (TYP.) Z V / > H I / - 1 PROPOSEDS"SANITARYrSEWER _ LLI 7 — J �� - — _ / _ _ I—� I _ LOT 33� — > 1 OPOS?v3 � ': - _ - MISTING STREAM I �s 1 r \- T� I I 1 - �� �l 1� _ ,. - LOT d - ROPOSED iz" DI WATERLINE' ,/ LOT 6 57 I �- LOT / - N - � d ,� 5 3k i t - / s� LLJ W � � _ , 0 Tu LOT PROPOSED`= --DI WATERLINE - 54 4�� %'C� LOT53�- � r � t EXISTING �I -LLJ LO \rl ,.. _ - . , SEWER _ `I 1 1 1 I; T 1 ' I ' s LLI 1 i Lu 1 -1 PROPOSEDzo'UTILITY _. / - - - - - -- --- SANITARY l J EASEMENT (TYP.) _ } i EXISTING WETLANDS (TYP.) <. PROPOSED zo' UTILITY ! V .✓ 1 . - 7- - -- - -- \° �\ EASEMENT(TYP.) �� A A� A 1 ii "Ln -� PROPOSED 20' UTILITY _ i / . i +i to EASEMENT (TYP.) L LORPCO "a W `FpSEQPR�RNACER�W ',,'1 9 ; LOT36 ki EXISTING TREELINE (TYP.) co� PROP v LOT Sz � fs` ' VAR•w 1 �� �'-' � / r � '� / ROPOSED A ITARYSEWER(TYP.) II V `, PROPOSED 8" SANITARY SEWER (TYP.) ,v X' _ ;r - - l o °s / 1 / PROPOSED 8" SANITARY SEWER(TYP_) LOT37 LOT 5i s �\ \ \ A�� a _�\ �� ����i��y A/e/1";�;,ROPOSED8"DIWATERLINEOI��PROPOSED20'UTILITY/�0�0J� / �� / �i O LOT 50 \ \ pj �� \ EASEMENT (TYP) y Z Q119 y` `\ LOT 38 \/ ' - / - ISTING SANITARY SEWER N o V \:A.� A FO b� // v / 0 EXISTING goo STREAM s y �.� A ,p � \ ` �V A� p \ A A� A I ��Q� / � � V � \ � � 1 BUFFER TYP. �7 A� �EXISTINGro'SANITARY F- (TYP.) v�OfGL v', �v LOT 4g ��v� SEWER EASEMENT O w a � O PROPOSED DI WATERLINE �� \ `� 1 I. �����y -,v 4° LOT391�AFHI SCALE 1JOB NO. 82150 EXISTING STREAM PENSPACE)s� 2 s - 3o a s \O to LOT 48 PROPOSED 12" DI WATERLINE �p ;i, ,-� iy V / - SCALE \ . A A \. ' ( 1N FEET ) n_ i \v �� \ i l 1 -30 `�` v \ �`• - �'�> LOT40 1 inch = BO ft. \ \ PROPOSED FIRE HYDRANT ASSEMBLY (TYP.) SHEET N0. s \ LOT MAT HLINE - SE SHE' T 6A? '; / 6 -------- - ----- I- ` \ > \ e / L LOT 40 ' PROPOSED FIRE HYDRANT ASSEMBLY (TYP.)/ Lor47 MATC LI,N S E SH / LOT41 / o;�� ZZILOT 42 1 f PROPOSED 8" SANITARY SEWER (TYP.) y 5 \ LOT 58 � LOT 43 ---�� ------------- PROPERTY BOUNDARY(TYP.) / LOT 44 LOT S9 �p L-- .l,�H 01, SCOTT R. COLLINS'� Lic. No. 035791 ,1s �S�jONAL I:NGl LOT4S f o LOT 60 ✓ / / a k m LOT 46 x w \ / ..\ / LOT 61 /i PROPOSED FIRE HYDRANT ASSEMBLY (TYP) .. X� \/ -.� - H _ - EXISTING STREAM LOT 62 v LOT 70 T / --- LOT 63 / �! / f o % u LOT 71 �0� p�� / / �9 LOT 64 / �.�/ �' N V a S� F / . LOT 65 I \ PROPOSED zo' UTILITY / EASEMENT(TYP.) LOT 73 f / \ Q'q2 ROPOSED 8" DI WATERLINE \ f / Lu CY) < LOT 66 M G) N LOT74 / LOT 67 00 / f / / i--i LOT 75 / 04 O LOT 68 � / � / �� 9 �r Q EXISTING soo' STREAM BUFFER (TYPJ LOT 6 i ��/ �� LOT76 1,1 i OPEN SPACE / / / - J H-q PROPOSED 8" SANITARY SEWER (TYP.) J u ` v l / / \ \ LOT n \X Lu / / \ / PROPOSED xz" DI WATERLINE 3 . ' J Q N / 6 J �. EXISTING ioo' STREAM BUFFER (TYP.) �� � _ - l/ v i ��� - I 0 i--i � LOT 78 � A � / \ \ EXISTING zo' SANITARY U J SEWER EASEMENT tP Z, f LOT / / I 1 79 .. ..... \ ��� W / v I - LOT 80 PROPOSED FIRE HYDRANT ASSEMBLY (TYP.) EXISTING REAN U jf ST EXISTING SANITARY SEWER / - 1 .� LOT 81 7� / co _ J PROPOSED POSED zo' UTILITY \ / ' - / PROPERTY BOUNDARY (TYP.) LJ EASEMENT (TYP.) \ i F LOT82 LOT 83 k f / % XIS TING WETLANDS (TYP.) / CV ,�:. // GRAPHIC SCALE LOT 84 co F- 30 o 19 30 6u U F- �, Lu I v / w w .00 a vzi \ IN FEET O LOT 85 PROPOSED 8' SANITARY SEWER (TYP.) ]08 NO. l i; 1 inch = 30 ft. PLAZA/MEETING / / 182150 AREAPROPOSED 2.a' uTIUTY / SCALE EASEMENT(TYP.) j if MATCHLINE - SEE SHEET 7 / / RECREATION ' . SHEET NO. AREA \ 6A ,� r I OF IMITSOFGREENWAY ✓� -== OPEN SPACE I :7�,SCOTT R. COLLINS'� I �I Lic. No. 035791� PROPOSED S' CONCRETE SIDEWALK _ 11 � O 'S�NAL D 6' PLANTING STRIP // Y� - I _ ! PROPOSE Il / I --'- ROPOSED FIRE HYDRANT ASSEMBLY (TYP.) �, 1.. _ - , rLn1 - -_ -- - - - - - - - - FUTURE U _ CG z CURB TYP. / � I 26' E/P-F/C I I _ W—s(li� W W W l� --- - ---_ - PROPOSED az DI WATERLINE W _ i5' GRAS� ISLAND- - - R =W W� W — W -- -- ji a6' 77� /W-R/W - - - - - W - -/. - 7 - -- -- -- ,.-i- - - - W--F/C UTUR ONCRETESIDEWALK - I vv- / E/ _--_--_ - - - S I - - __ - -------- �t� E C D. 16'E/P-/C - - - - �W=-- a5'GRAS --= ISLAND � vu mW - _ -- - - - - -- - --- _- --- a61E/P''-F/C w� ZO W�W 1 Z -- --- + iU S R LL ~ W FU A - RE p,gD ENE t/V / TIE -INTO EXISTING' H -- - 77' R ENSION LU /�y � WATERLINE _ r - � W FUTURE CG 6 CUR ( � -- - B TYP. - -" w IJ� / EA�EMENDT(TYP�ILITY - - - - - . -- -- - --- ---- -- -- - - ' FUTURE 6' PLANTING STRIP Lu z' ROPOSED 8" SANITARY SEWER (TYP.) - -- < / _ v ti - i EXISTING STREAM / ! - I'- �' - - - - ---- --� -- 1 S s — s _ \ v 4 f { I M Y I ___ 1 O _ \ /'S 5 _ I , : Q \� m e e k k E Y /— 5 — I _ _ �Q Q EXISTING, I 7EXISTINGSANITARYSEWER''-----TIE-IN TO \ TING NW SA / EXISATERLINE—NITARY SEWER - -� f NG az" DI WATERLINE ' !W TIE-IN TO EXISTING PROPOSED CG-z CURB (TYP. y W _- -- -- / %WATERLINE I 1 Z PROPOSED az" DI WATERLINE PROPOSED FIRE HYDRANTASSEMBLY (TYP.) _ /vN I — W W i6' E/? F/C W \ ;> W� W I r R w '^ -- - w w - W 35 GRASS ISLAND -- ----- -- — - - / / ;, 3.6' E/A - F/C STELLA LANE PROPOSED PUBLIC ROAD ---- ----- VAR. WIDTH R/W _ ROPOSED 5 CONCRETE SIDEWALK PROPOSED CG-6 CURB (TYP.) ------- I PROPOSED 6' PLANTING STRIP' - —• I GRAPHIC SCALE 30 0 i5 30 6o ( IA FEET I inch = 30 ft. z ® cM G) dN N w ran m � I —I C) J W N N I --I j W Lu z z J J H-q z 5; 1 H L9 O C6 J ` 0 Z) zQ _ U ,-I as W 0 I-- /� V / Q Ln U) U z w W O CO — � w J H� J Q = 0 ®0 0 N 0 U c w U I ~ w O a aJIM " = JOB NO. 182150 SCALE 1"=30' SHEET NO. 7 TH I 1001* / / / 1 I 1 I 1 1 I 1 I I I I �I I I I I 1 , I I/ I I I I \ la ` I I 0 PROPOSED zo` UTILITY I, PROPOSED 6',9,-� �/� '� EASEMENT (TYP.) ASPHALTTRAIL �� j ,.' �Q��. LOT82 "> i 0 \a k �P LOT 83 / x PROPOSED WALL0� ao� / c� LOT 8q PROPOSED CG-z CURB (TYP.) LOT 85 PROPOSED 8" SANITARY SEWER (TYP.) — — / PLAZA/MEETING -- — - - AREA PROPOSED 20' UTILITY DF GREE EASEMENT (TYP.) / ' PROPOSED PEDESTRIAN TRAIL ROPOSED WALL / � RECREATION\ / AREA / / MATCHLINE -SEE SHEET 5Q / \ (8,000 SF MIN.) PROPOSED 8" SANITARY SEWER (TYP.) 0.01 0010 PROPOSED WALL , \ X c URT�\ / II v PROPOSED WALL / l s / SWM FACILITY 4000, TIE-IN TO EXISTING SANITARY SEWER / j EXISTING STREAM--- TREAM / / 5� �- 1 / EXISTING SANITARY SEWER -0000' 1000, LIMITS OFGREENWAY v / EXISTING ioo-YEAR FLOODPLAI'(TYP.)' 11000, /s / EXISTING ioo' STREAM BUFFER (TYP.) J J /0001* 4000 _ , � x / CPAPIIIC SCALP ;o o 15 30 6o IN FEET ) 1 inch = 30 IL.. SCOTT R. COLLINS'_= Lic. No. 035791 L IONAL w O7 z Q ti z M M 04 N w � M J Wrn N N �--� W LL z J J H-q z - 'l a Lu LuO J F--I zO U T--1 °6 W 1 ON O Lu 1--`� (f) Q ' J ul "' U LU O z WcIf J CO J w J = J fQ V O O OO N 0 lJ c w J U 0 ti ~ W p d w � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 8 - - I EXISTING ioo' STREAM 480 -- - - BUFFER TYP. --- �- --' --- -- -- _ � 1 -------- ---- -- c. No. OSoi ,m= � SCOTT R. C01 L1NS'� h 1 F_- I I I r -- - I v. 1 -- -- 1 EXISTING MANAGED jONAL I:r`Gl�f� PROPOSED DRAINAGE SYSTEM STEEP SLOPES TYP. - _ -- - I - LOT zz 0 - I 47 -- -_ - _ I 8 0 4 O � LT r LOT 473 7 GAR- 6 - •- - - LOTS I I I �, I - - � _� -� x \``- ___-_ _ - --- - - I GAR- z.8 _ - - � - - - - - I LOT 47 3 FFE .6 _ - - - - LOT 8 1 9 475 7,� - - -t . - _ -;- --- - - LOT i LOT 2 FFE=456.0o FFE=45633 � I I LOT II -VI GAR=471.83 FFE=474 83 r -- ---- - - - > ,\\ FFE=455-33 FFE=455�67. BSMT=446.z7 BSMT 446.5o 7 - i°?I GAR=469;63 FFE=473.83 _. ,_ ---- - - i - -. _ BSMT-445 83 FFE-46433 �, 1 _ - --`-- EXISTING ioo' BSMT=445.5° LOT 6 -__ , I' 47 3 '' � - � �: STREAM BUFFERS \ ' li LOT FFE=462.33 __--- FFE a.8 _- _ r° - - - - �h _ (TYP.) K 5 I - - pFFE=46o.67 -- ^il , i - --- - - - - --- - - - _ v- ``,\ N °' --- _ - - - -- W-- -- - - - ICI r. u ' - FFE= - 41 - 45933 -- W r .• I r. I I I I v i - - y ROW V)) m f I _ w - o ICW I, I U) Z • I I I 1 ,r v ---r-- - -- - t, r - s vII ) PROPOSED DRAINAGE SYSTEM -- --`i - :I - - - O _ - �- �• i� -'II �" -'' LO T?g LOT o I. ---- -ui _ -. T ,._ �I xN _ I = z.33 FFE ^1 30 _ _--- - LOT 7 - I I, L - - - FFE - BSMT-447 5 - T z8 LOT --- ; - - 63 BSMT=449 5 -L 6 AR= _ - 3 _,__ __ - _, _,- 2 G 4 7 3 BSMT- = z , GAR 46 FFE �+5933 45733 r �/ -3 _ _m - _ - GAR 46i.33 0 / - W - �� O �� 46453 5° BSMT= a o 4So „ __; LOT 6.3 -°-n LOT = FFE= 68. I 45 5 � GAR 6 .6 4 33 - I 5 - I a I -_-_ --- \ $ LOT z FFE= 0.6 BSMT=458.50 r , - I _� I _ � � - A `o.� 0 4 GAR=47i.67 47 7 I - /% - - - - C `=473-33 =47z 67 BSMT- - J - l � ` GAR FFE 460.83 \ LOT FFE=474.33 BSMT=462.83 - - -- _ - - �_ n z3 ��� FFER=47367 BSMT=464 5° - 1, T _ -- ___ G - .8 _ -- = - -- - •�� =47 6 ' \ 4. 7 I / 1 BSMT 464 B - _ -- - - - - - - - �'45- / _ % m_ LOT z2 FFE- 7 � I I �- .. -- � _ - _ - w 00 .� i - LOT II ¢ rn 1 '�, 450 - FFE 4 733 - - . 4 68.6 6 I , \ 1 - -- - _- - LOT ig FFE= 6 a....... ' � 4 433 l r LOT 18 „ FFE=462-33 - I LOT 17 FFE-45933 1 - _ - _ -- _ -Vd- - W - - - W x =_ 1 , b I FFE=45833 P 1 I I _ II FFE=457 33 / - - - - - - VJ � --- 5 - -- FFE= _ - 45533 FFE=455 67 LOT i5 UR I , 1 T LLA LANE � - ° FUT E OAD EXTENSION ° _ y. FFE= 6. - * 77 PUBLIC R(N/ 1 �V - -- -- LOT 13 LOT 14 i 45 33 _ - / ti Q (PJ - - - - 1 s - - - - 0- �B - _ - '1 W - ., - _ ° ° .- - 44 k i M � I d� ,.. vV --- --- - a � w LIMITS. 11 HAVE BEEN DETERMINED TO B E COUNTY PRESERVED STEEP SLOPES 60 - - -- TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE 4 W 43 OF EXISTING ALBEMARL i E LESS THAN z5/a BASED ON NEW Vl � I � COUNTY ENGINEER, AS PERMITTED UNDER SECTION o. b h - - "" " �'Yy/ 0 �44$ � - � EXISTING xoo' STREAM BUFFER (TYP.) ,. - �,! v .'• I • it �h0 / - - _ W C'V I i I LOT LO � � io V� pp 9 / I ES it FFE 675 7 I I I I I _ 4 LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOP 4 Q y BSMT- I HAVE BEEN DETERMINED TO BE LESS THAN z5°h BASED ON NEW ! � � 1_L.I � � ~� 45° a I 4 7.83 TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE / Z_ - z V� , - -- - - 11 W ` COUNTY ENGINEER AS PERMITTED UNDER SECTION o.. b h _ - ' " O PROPOSED CULVERT I _ 3 74 z r" - - I - J pNFoPa - - I --- - _ 1' FFE __-- ,> (� 1�1 - , 1 �P 1 I x .LOTS x ,� i J -/ S Vj6 I` BSMT- 6. o I < J I -466 3 � �.w W pe05�P � 45' S � S _EXISTING STREAM Q W LOT � r � � 57 I � � � � �: - �� - - - I I -- - C Z I i` _ IL9PROPOSED DRAINAGE SYSTEM i ` �,� 1 ! LOT 56 1 �- LOT 34 I / r-i / GAR-459,0° GAR 603.33 i � FFE=464.67 I � � ) � � � Q LOT 55 _ FFE- 6i. BSMT= 8 1' FFE- fio_oo _. �. _ I ,'Ir i 454 3 / Q y. 54 GAR -4 �' 1 Q = 1 LOT 456.67 '� FFE 6 I Ln i j o GAR=45433 =457 7 �' - k LOT 53 - I, .I I ` , U T� oZS = W � FFE 455 33 4 ` � � � 11, II . I I, � � � i � � I ., J� ' - � � � W Aso =45z.67 _ i - GAR 6 _ -1, _ -- LOT 351 z ° FFE- 6 - - 46 453 7 �, T64533 A FFE SM 5o Lu 0000, V / \ _\1, - o _ - - _ _ EXISTING WETLANDS (TYP.) \,0.00 - , M t r p C M W � I d P W i I i / FI R PRE TERI /r q EXISTING TR coLOT 36 � EX FELINE (TYRJ � J pR i � At �.�\ , LOTSz VARWID i' FFE-455.67 _".. BFE=464535 A BSMT 445-8 ��: , �. TI EP G PRESERVED \ D' SMT= i. 0 S SLOPES (TYP.) E / J J E S Y / FFE W H� BSMT=449.50 / OPEN SPA E Lu LOT 37 LOT 51 - OF / FFE=454.0o j CL� ���\ �Qr� BSMT=444.17 '„ �0� I _ 'I / j ���' �: PROPOSED DRAINAGE SYSTEM LOT 38 LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES N O LOT 50 �jF V _ / Q �.� HAVE BEEN DETERMINED TO BE LESS THAN 250Aa BASED ON NEW �' FAO Q FFE=45833 FFE 45z•,67 .p �., II / ✓ / Q' /,. ,h.,.. BSMT=448.50 TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE 3SMT=442.83 ° �Q��Q �' COUNTY ENGINEER AS PERMITTED UNDER SECTION o. (b)h w h �Z , /. 3 7.4 co If EXISTING zoo' STREAM - q , �.-, ) /�,' ✓ BUFFER (TYP.) "AD w H LOT49 r/ / O w �qF � r� FFE=45z.33 \� \ x a � BSMT=441•so Aso ' RY)HIC; SCALE JOB NO. FFEOT 39 EXISTING STREAM o s o ca 182150 OPEN SPACE \p2� V:v � _ r BSMT=445.50 C) LOT 48 7 / f�II SCALE FFE=450.00 �i ( j n 0r j BSMT=440.17 i �r - �_ / / - - 1N FFFT ) _ 3 LOT40 ; 1 inch '= 30 ft. FFE=44933`_MATCHLINE-SEESHEETgAA'' f BSMT=443 SHEET NO. LOTMT=439-5° � y /, � " � �- / �i ,/ �� `�:,, BSMT=443�So Y 1 o � �� • 444 47 I IVIiUC J 1 J I CIVI— I 1 / / / PROPERI I / 1 1 I '\ i \ EXISTING PRESERVED \ / STEEP SLOPES (TYP.) \� LOT 67 FFE=yzo. oJrvl 1=44u.i/ r LOT 40 . i FFE=44933 FFE= 5 I�IN a - BSMT=43950 _ BSMT=44350 t�> �` I 444 A,� LOT 47 CHLINE SEE SHEET LOT 4 45 33�SCO'I"I' R. COII IN�'<' h FFE= 1. BSMT=441.50 Lic. No 033 i91 70 I ;- N���OP31 LOT4z e / u -S�TONAL I:N FFE=450�33 �', i BSMT=440.50 / a \ \ GAR=444-67 A J A / T5367 BSM=` 0 BSMT435.83 LOT 58 LOT 43 \ GAR= z. \ FFE=44733 \ 44 33 V' BSMT=43750 j --- / FFE-44333 BSMT=433 50 �I �'% LOT 44 LOT 59 �' .� ha FFE=446.00 !° BSMT=436.17 ° \ \ LOT 45 �� o r LOT 60 A ✓ �j _ FFE=444-67 / a GAR=439.67 ��� / \ BSMT- 8 u =434 3 BSMT=o.67 R° \ LOT46 w m i BSMT=430fl83 \ �Y� '�-- % FFE=44433 � 0 U) BSMT=434-50 0 0 2 / LOT 61 w � °// ✓ v /� z GAR=436.67 i FFE=437I67 1� i � � j A �3 � .. BSMT=427.83 \� ---------- LOT70 TT LOT 63 FFE=44033 GAR 43 43 m - FFE z.33 0 0, GAR=42933 BSMT 4iz.50 v\ 43 '0�y�,p / FFE=43033 ' �� LOT71 �� BSMT=420.50� - FFE=438.67 ° I� Cp02� 9 ¢ rn LOT 64 �ii �' / 0 �GGF =427.00 '0 / I � -yz&oo r LOT72 '.00 OT26 17 FFE=436.67 /I 5 - \00010 / o a041 LOT73 �O Ji �yX FFE=43433 xLu - �,, C 1 ti j o \ I u< / N W Q LOT 74 30 / M FFE 4z933 ry EXISTING too' STREAM BUFFER (TYP.) X I I LOT 76 / ° LOT 69 / FFE=42433 0 FFE=417.00 x / LU i v v LOT77 FFE=422.67 U) W Lui T V i .dam -, A - I ° Q e EXISTING 100' STREAM BUFFER (TYP.) � _--- L9 Q PROPOSED WALL � ��}� I / J f 100, LOT 78 \ / / FFE=420.00 C I r LOT 79 / Y Z .�.�. FFE=418.67 /\ EXISTING PRESERVED i 424 STEEP SLOPES (TYP_) LU i � I I I \ I LOT 80 I � V U FFE=417.6 / / ul , / �� 7 EXISTING STREAM O _ _ Lu \ / , L ���� LOT 81 / 4z6 z FFE--416.67 F- co r � s1 6 PROPERTY BOUNDARY (TYP.) Lij PROPOSED WALL LOT 82 / FFE=41533 LOT 8 / / MISTING WETLANDS (TYP.) / 3 k / FFE=414.67 � / O N O I CIItiAPHIC ��'C'ALE cow �. LOT 84 Fw - _ — — 3a o i5 30 6o U H PROPOSED DRAINAGE SYSTEM (TYP. FFE=413.67� / / 0 0 w \ 1 A LOT 85 _ i JOB No IN FEET ) a ui "IELEV-08.00 FFE=413.00 1 Inch - 30 fL. 821J�0 PLAZA/MEETING \� / zo / AREA � �-\ /� SCALE � �- � PROPOSED WALL 1 "=30' � � \/ 9�f ` / MATCHLINE - SEE SHEET so / RECREATION �. / SHEET NO. AREA v / 9A I i r , V I —— r \ o v, � I � I m 0 m i m ' O 2 MATCHLINE - S� � 1 , 1 I I I I , I e,I I I I � I I I , i 1 X I-' z 1 L 0 0 u I m I � � I I iW I I C T m A I I "O I / I I I I I I I� I I I ' I I I I I II I i I 1 I , I I I I I si i I I — I I `I � I I ; I I I i i II I ' iJ I _ I 5 I I _, II I a I I I f L =y D >m 2 0 I'' I t i Crr_ \ i EkjST//v M, \ O \ F�-VgNGPOOQ M � _- _ I ------------ I - i COLLINS ENGINEEPING 200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 PROJECT Ln II rn D N BROOKHILL BLOCKS 9, 10, & 11- INITIAL SITE PLAN p o m � SHEET TITLE GRADING & DRAINAGE PLAN REVISIONS DATE REVISION DESCRIPTION 7/9/18 INITIAL SUBMITTAL VJ NIA ,ese plans and associated docur-gents ore t-e exclusive p rocert� of C0_L'IS EP.S VEERI'IG a d may no, be r ,laced I. 'le or I- sort and shall no; be usec for an it ose whotsoe�e-, I I �.--. but nct ignited to cons:ructior, blcdin , and/or construction stakir w1thol,t the ex ress. written. consent of CQLLINS ENS VEERING, F F i , I P X F P 9 j 9 F _ ______ _ I , o - - -- - - - - - - - - -- - - - - - �- O v - 380 r t D v \ - e - \ / / m / \ o /. A A / / / ✓� mo -0 n� /LA 0 0 8 \ �v �� v\ m u \ / / D D (l ��_ m\ ow L� . D > \ � r^ A m J m / m mo " \ n Lnj, v D / m ��� < - / / - -- oA MK �f P Dm m/ o D v m i o D Cm m CL V A Z A ca , Ll m O �. s j m --- m \ ` m O - A 1 --".- m i rn `\- \ m m,0 u ,-I DI � NOD �P z m' / v m- a \ m \ m I �, y . REVISIONS COLLINS ENGINEERING C-4 DATE REVISION DESCRIPTION 30 � a ' 0 7/9/18 INITIAL SUBMITTAL o ° 200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 a o PROJECT r Ln 0 BROOKHILL BLOCKS 9, 10, & 11- INITIAL SITE PLAN. 9 I-+ m n nLIJ, N mm ti. o O m SHEET TITLE J �I GRADING & DRAINAGE PLAN se plans and associated docurrents ore tre exclusive procerty o' CO_L'IS EK3VEERI IG crd may no, be rel% 1 -. Dale or r port and sl io-, Le usec for any purpose whotsoeve-, i I ". but not imitei to cons:ructior, olcding, and/or constructior stakirg withoi,t the express written consent of COLLINS ENSVEERING, NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE AS SOON AS POSSIBLE. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WiLL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS iN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOiL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER 1S NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PiPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LiNE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, 1N THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, iT IS DEEMED NECESSARY. WHEN GUARDRAIL iS REQUIRED, iT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE 1 CONCRETE SIDEWALK CONCRETE SIDEWALK 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE I CONCRETE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. R/W SIDEWALK 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL /4 _t' PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA77ON, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC PLANTING STRIP CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, iN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY /N ORDER TO PROVIDE SAFE --'. AND CONVENIENT ACCESS. 17. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A ViDEO CAMERA INSPECTION /S REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPEC77ON SHALL BE CONDUCTED /N ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT ROAD NOTES GRADING PLANTING STRIP P. 4, . T Or C/L FINISHED GRAPE 1/4".' 1' 1 1,447_1' I iG I �n l ( A l H LANE) TYPICAL STREET SECTION - 49 ' PUBLIC & PRIMATE ROAD R11or (ROAD A, B, C & D) NOTE: PARKING TO BE 2) e1P11 DESIGN SPh'F,'D PROVIDED WITH BUMPOUTS (NOT TO SCAZZ) ALONG ROADWAY. G e euRs k Gl/rTER CONCRETE SIDEWALK 1�1 � PLANTING STRIP 114": 1' PLANTING 5 TI7lP TOP 7. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF 4 OF THE ViRGINiA DEPARTMENT OF TRANSPORTATION SPECIFICA7ONS SHALL GOVERN THE CURB � / -2 R MATERIAL AND CONSTRUCTION METHODS OF 7H/S PROJECT 2. WHERE UNSUITABLE MATERIAL /S ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WI7H SUITABLE �':.:•. . a• .••' 6•• MATERIAL TO THE SATISFACTION OF THE ENGINEER. ' J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE W W 1 EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD 13 . .7'-- .. . INTERSECTIONS SHALL BE REMOVED. i •� d' .' ,.•' ' 4. ALL VEGETA770N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO . r. ' • .q. ` - THE CONSTRUC77ON OF THE SUBGRADE. ,'• �' ` ' 7 DRAINAGE s" MIN i 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAiNS (CD-1 OR CO-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON ME VDOT #57,#68, OR #78 PLANS, OR WHERE FIELD CONDITIONS INDICATE.STANDARD CG-6 STONE BASE UNDER CURB J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MiNIMUM OF TWENTY (20) FEET IN LENGTH AND DRY CURB &GUTTER & CHECKED BY VDOT HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED /N ACCORDANCE PRIOR TO PAVING AND/OR WITH THE VIRGINiA DEPARTMENT OF TRANSPORTA/ON SPECIFICAT70NS UNLESS OTHERWISE NOTED NO SCALE ON PLANS BACKFILLING. 4, ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT /S TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 7HE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, H, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED /N THE EVENT THAT THE SURFACE COURSE /S BEGINNING AT THE COMPLE77ON OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE /S APPLIED PRIOR TO 60 DAYS, 7HE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER /S REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACTION BEFORE SURFACE TREATMENT /S APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED iN ACCORDANCE WiTH CURRENT VIRGINIA DEPARTMENT OF TRAIVSPORTA77ON SPECIFiCATIONS. 9. ENCROACHMENT: POSTS WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGiNiA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY LG MOTH OF GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION LINT ROFIEDUTE TOM® -- -K` ® F T T i t B M D EC TERFA • �CE94 ROUTE WEAVED SPACE UNPAVED SPACE rl"'I rl-�9� FTA I --- M A RI C£5$ ftIDJTE NON-TRAVERSMLE .' S E ANTS OF PEDESTR L C... AD. TE PEDESTRIAN T DETAILS WITH EDESI RAN ACCESS ROUTE DE L5 W & WITHOUT UPAVED SPACE ADOTIONAL RIGHT-DF-WAY IS ING ED F THE LIMITS DF EXTEND BEYOND EKISiNG PPR06ME6 ,, 3„ m YOOIEAIGnT TKTEiY ® PEOESTRIM ACCESS RONLI PROVIDE A CON TIXWUS UNOBSTRUCTED- STABLE, FAN AND SLIP RERSTMI £i 1: 'Na.,p PATH CONNECTING ALL ACCESSIBLE ELEMENTS BY A e CONTROL PLAN AND SHALL BE INSTALLED PRiOR TO ANY HALF PLAN /.CILI Y NA AY E PR ACX USED BY PEDESTRIANS. CLEARING, GRADING OR OTHER CONSTRUCTION. r IF PEDESTRIAN ACCESS ROUTES 4 � E^PEE SEND PROVIDED A MINMIN TRAVERS D 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, REQUIRED' WITH A MM-22 CAMS SLOPE, SECTION B-B SEEDED, AND MULCHED. WHEN USED N CONJUNCTION WITH STANDARD OG-3 OR CCU, THE CURB FACE ON TIS p-p• 5. THE MAXIMUM ALLOWABLE SLOPE /S 2: 1 °NPAYEO MDEWNk SPACE STMDARD IS TO BE MMUSTED TO MATCH PMMmLRC THE MOUNTABLE CURE CONIOURATION. (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.' 1 OR BETTER ARE TO BE ACHIEVED. NORMAL CUI ® ® -- - 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE d¢. N.MPXItO O% CHANGE ve REQUIRED WHEN /N THE OPINION OF THE COUNTY ENGINEER, RL 4 4 .4 4y?bS�g4na344g4RN R•.•• OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO GATE BASE BYTYPE CLASS A3 141.5.) CONC. SECTION C-C STABILIZE A DRAINAGE CHANNEL. i SW£ 3'-°. 5'-0" FRONT OF cRME CHANGE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE ITY YA%. SLOPE FOR CURS AND GUTTER ONLY M :. •i. ,K. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. DR BUILT C LURE MD GO TER BUILT CONCURRENTLY Z Y Tj x MPXIMIA INCREASE N MORE AT MINIMUM X]' NTERMALS X K K 3 x MAIIMUM DECREASE IN SLOPE FOR FIRST O'INTERVA D 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE SECTION A -A 5 2 MCOLIEN DECREASE FOR SUCCEEONG MWM'JM 10' INTERVALS REINFORCED CONCRETE PIPE -CLASS Ill. SECTION D-D 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION XV007 4PEGNLAHDN MUST COMPLY WITH OSHA STANDARDS FOR THE ROM AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER CONSTRUCTION INDUSTRY (29 CFR PART 1926). EET 1 of l I REVISION GATE rREFFHERENCE w2 YO3 N 07115 VIRGINA DEPARTMENT DF TRANSPORTATION cG e /.UYP [l cb TTET }1' TI .Mb FO&T OF t ATSHEIJ GRADE GG-U cows a c�)TTEP _A NEE I - TYPICAL STREET SUCTION - 61 ' PUBLIC ROAD R/6Y (FOX#rORTN LANE) 25 MPH IDEE. 76W SPED (r1FOT TO SZ''Alz) -R CONCRETE SIDEWALK 1,�47. i' i PLANTING STRIP NOTE: NO PARKING ALONG ROADWAY. G o' cuRe a G1r7ilR - I - (7F,A'✓EL LANE) {TRAIT! LANE) n' PUA c PGAn t I, TYPICAL STREET SUCTION - 77' PUBLIC ROAD Rllr (STELLA LAMP) 15 J11A211 /l;:S"/G',b ,SF2h'f;'D (NOT TO SnILz) -2s'- PLANTING S7R1P CONCRETE Rik, SIDEWALK \ TRIP GENERATION CALCULATIONS T H 0 \ TRIP GENERATION BASED ON ITE TRIP GENERATION ' MANUAL(8TH EDITION) a 85 TOWNHOUSE UNITS (CODE 230) O SCOTT R. COLLINS ZI ADT: 498 VPD (249 ENTER/ 2qg EXIT) i'" No. 035791 r .6 �o CAM PEAK: 37 VPH (6 ENTER/ 31 EXIT) ��ss -II ` .\ II ? „' - \\ PM PEAK: 44 VPH (29 ENTER/ 1S EXIT) _\ r v I 1 i •_ i 1, - i Off. / , ��,• � _ U) ED 0 In - \ _ J / \ \f\`.,. \ /Nil ....t%/ � I \ O O Q TnFil \ \ z LU af lij I T INK i I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IN On �•�Wg E'll '040TART. • ; iA.�••�}•,+_.. NO SCALE LC-+Y CC_v ROUTE' OF CLR9 RAMPS EWTH 1N OF THE AREA IN FOLLOWING- NaTE'C°MWNENIS OF GORE RAMPS CONSIST OF THE FCLLOWINI HYORMLIL CEMENT 51EWAN lOPTX N INLET MEp IN SQUARE YARDS) NYDI ILIL CEMENT SIDEWALK COWIN IN INCHES AREA IN SQUARE YARDS) S 0 CAB WHEN REWIRED ICG-2 OR EA N LINEAR FEET) CURB WHEN REWIRED (CO-2 URFA E CG4 N LNEAI FEET) GENERAL NOTES GENERAL NOTES: DETECTABLE WARNED SURFACE IAREp IN SQUARE YNOSY DETECTIBLE WARNING SURFACE tAREh IN SQUIRE YAR1151 N OFT li I A SEPARATE PAY ITY M N F T ITEMS I A ESTIMATE PAY ITY M 1, THE DETECTABLE WARNING $HALL BE PROVIDED BY MATERIALS APPROVED DOMES. EACH IT MOVE EMS S SE E E 0 SHOULD +, THE DETECTABLE WARNING SHALL RE FRONDED BY FRLRCAT APPROVED DIES. EEC C IT ABOVE E S B SE TE E D SHOULD BE 91YYAGIZEO FOR EACH CURB NT RAMP. � SUNY/RIZEC F°R EKH CLRB CWT RpYP. ]. DET€CTABLE WMNIG SHILL BE FROM THE NOTELELS MPRO VED L5T FOR 2. DETECTABLE WARNING SHILL E FROM THE NATEPoYE HALLMLIST FOR SIDEWALK IDEWALN DETECTABLE WARNING SVFACES. PRODUCTS NOT LBlEO SXALL MEETETECTIBLE WARNING SVFPL45. PROWCTS TRDi LISTED SHALL MEET RAW IY-1 MAXMPx RAMP 12H WA] THE INGI REQUIREMENTS OF THE L BE PROVISION FOR STANDARDS DETECTABLE 4BN MA% ITHEOU PING S MEETS OF THE SPECIAL PROVISION FOR CSTA BARDS AND 45N MAK WARNING SURFACE AND SHALL BE SUBMITTED Io THE 91MOM03 M0 WARNED $URFN S MO SHALL BE SU540IEp TO THE STANDARDS AND SPECIAL E96W SECTION FOR APPROVAL. l SPECIAL DESIGN SECTION FOR APPROVa.. \ I. SLOPING SIDES OF CURB RAMP MAY BE POURED WNCL17MCXLY WITH RAMP A• 3. SLOPING SEES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4 FLOOR OR By USING PERMISSIBLE CONSTRUCTION NOWT WITH REQUIRED BARS, FLOOR OR BY USING PERMSSBLE CONSTRUCTION JOINT WIN REQUIRED ERRS. 4' THAT ADJOMNG'FUMED 90ESCAN MST BE INflPRVKE FOR PLOLACLEMENT O5 FF 'n MAN 4' IF AD JOINNC FLARED PRECAST HOLES BESCAST IN PLACEE FOR ROPLLAACCEMENT OF � tOHl MAT' PRECAST RAP FUMED PRECAST CONCRETE SHALL RE CLASS A-1 PRECAST RAMP FLOUR. PRECAST CONCRETE SITY.L BE CLASS A-4. 5. INURED BARS ARE TO BE 40,5 2 a- PLACED FCENTER TO CENTER ALONG TYPE A 5. REDUCED DABS ARE TO BE NO, X 5" RACED I- CENTER TO CENTER ALONG TYPE A BOTH SEES OF THE REAP FLOCREMO-DEPTH OF RAW FLOOR. MINIMUM PERPENDICULAR BOTH SIDES FF THE RAMP FLOOR. MOAEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1'1/2'. BON IE COVER TV,% y� A.R B' CIA I CURB AND ARE INCLUDED N PAYMENT FOR CAR II CURB AND CA�UTNIT IERTa CURB REAPS i5,!,, y"rv1i nNiHay.'� Ry�gR4Y ^ S +' 4"' S. CURB /CURB NVO GUTTER SLOPE TRANSITIONS ADJACENT 4D CURB AMPS f'Iwi�il54 Ry'e yMH ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 51 7. CAB RANKS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED IY''+ Y^S 7. CURB RIPS ERE TD IE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED I2'1 BY THE EMNEER. THEY ARE TO BE PROVIOED AT INTERSECTIONS WHEREVER 121 M -1 ` 6Y THE "OFFER. THEY ARE TD BE PROVIDED AT INTERSECTIONS WHEREVER Ip;1 M Fl M ACCESSIBLE RITE MTMN THE NIGHT OF WAY OF A HICHWAv FACILITY A b1 ACCE591SLE RITE WITHIN THE PoGIr OF WAY OF A HIGHWAY FACILITY ^' CROSSES A CURB REGARDLESS OF WHETHER SIDEWAU� 15 EXISTING. PFOPOSEO. CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROFUSE, OR NONE2ISTENI. THEY MUST BE LOCATED WITHIN PERES TRIM CRCSSWA%5 OR MNEXISTENI. THEY MUST EE LOCATED WITHIN FECE$TRMN GR°S$WAL„5 AS SHOWN ON PLANS TEL AS DRELTE BY THE ENGINEER, AND SHOULD N07 TYPE B M SHOWN ON PLANS OR AS DIRECTED BY THE EMONNEER,MD SHOULD NOT TYPE B BE LOCATEO BEHNG VEHK STOG LASS, EXISTING LIGHT POLE5,rtpf BE LOCATED BEHIND VEHICLE STOP LINES, EX61NG LIGHT POLANE HYDRANTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL WORMIS. DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUUMS PARALLEL UNRMIIHUCTEO STABLE FIRM AND SUP RESISTANT PATH CUNI•ac11xC ALL UNOBSTRUCTED. STABLE FIRM AM UP AESISTMT PATH CONNECTING ALL S F K myELEMENTS i F p FACILITY THAT APPROACHED. F �-S��:A�� F A F I ITY iH T PCCE59ELE ELEMEN S O FACL A CM E IPA OAC EO, ENTERED v,pR /�( ACCESSIBLE 0 FACILITY A CM E APPROACHED, �RJ� 4T2 AN) USED BY PEOE5TRIM5. A .NY�pi9 RE eY� LV'S�,J�iA1✓��iH'�f �A S H� ''' 4 ND USED BY PEDESTRIANS. B. AMPS MAY BE PLACED ON RADIO OR IM6ENTIAL SECTIONS FROM°EC THAT `1 rzt RNA H. RIPS MAY DE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAI AJCI" 12'1 THE CURB OPENNG IS PLACED WITHIN THE LINTS OF THE CROSSWALK AND 121AX �j� �r THE CURB OPENNG IS PLACED WITHIN THE LIMITS OF THE CROSSWALK MET 12.IAX �r THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS \C, THAT THE SLOPE AT THE CONNECNCiI OF THE CURB OPENING 5 PERPENEACLI TO THIS x PER CAR. S. •X. FAF EN]ICUL70 THE CUM. 5. v .T..% ,T( Rr R, IrPICAL CONCRETE SIDEWALK 15 4" THICK, WHEN THE ENTRANCE RADIICMHOT 1� 9. TYPICAL CONCRETE SIDEWALK 15 4" THICK. WHEN THE ENTRANCE RABICMNOT 1� ACCFFC. PETER THE STANDARD REQUIREMENTS OF ENTRATANCE HEAVY 4'M„ TRAFFIC. AFTER TO STµoARDEQCIREMCOMMERCIALVE'NTRANCEHHEAVYIRUCI( A'M„ TRUCK TRAFFIC) FOR CONCRETE DEPTH. AT X T" HIGHER THAN TRUCK TRAFICI FDA CONCRETE DEPTH. AT E .2" HIGHER THAN EDGE OF PAVEMENT EDGE OF PAVEMENT T. WHEN CURB RAPS ME USED IN CON.UNCTIDN WITH A SHARED USE PATH, AT XX ,SAME AS TOP OF CURB 11C WHEN CURB RYAS ARE USE° IN CONJUNCTION MTH A SHARED USE PATH, AT'A-ii , SAME AS TOP OF CURB THE MINIMUM WROTH SHALL BE THE WIDTH OF THE SHARED USE PATH. THE MINIMUM MOTH SHALL IE THE WIDTH OF THE SHI✓&D USE PATH. A. H N ONLY AE P PROVIDED F T RO ON ) TYPE C n WHEN ONLY RAMP PROM i TWO CROSS) G DIAGONAL). TYPE C W E NL ONE to SHA S OED TO FORD 55 AILS WHEELCHAIR . W E 0 L ONE AREA S PROVIDED OR N 5 AGONR . IN 4'F HE CAwc AREA SHALL B5 GOING I O TO MANEUVER A THEE4'. V PARALLEL & PERPENDICULAR INTO HE MOSS AREA SHALL IB5 IND INTO TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE AREA MAY IN LUDEMTHOUTTHE GOING INTO THE TRAVfLWAY. THIS 4' A 1' INTO THE CROSSWALK WITHOUT GG1NG INTO THE TRAVELWAY. THIS 4' A 4' CS A MAY LI TH ER R PM. N h MAY THE GUTTER M. LANDING E CLUE E GJ E LMO. G ME MA CLUE E (Xl E P TRUNCATED ObNE � TRUNCATED DONE H U. ALL CASES ENTRANCES CLIMB RAMPS INTERSECT A RADIAL SECTION LE IT. ALL CASES WHERE CUBE AMPSSTRUT CONNECT A RADIAL SECTION OF n .fi"-2.4" L-C "-2.1" O-C ACE W RNI AT ENTRANCES SHALL STREET CONNECTIONS THE R DETECTABLE O CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE ---wl fi - WARNING SAS RECOMMENCED HAVE A HE MANUFACTURER RMI1RE DR RE MATCH O O O O O WANNG SRFACE SHALL HAVE A FACTORY RADIUS OR DE FIELD O O O D O -MpOFEO AS RECOMMEND€D BY THE WVpIFACTURER TO MATCH HADIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB, b a O O a 0 0 0 a 0 0 0 - THE BACK OF CURB. 0 0 T.... 0 0 0 0 0 a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 V 7 V T RAro G 00000ao 000000oa j, LANDING RAMP R, oo°00°°000 le a 0 0 0 0 0 0 0 o a o a 0 0 0 0 o° o° 0 0 0 0 0 0 - o a 0 o a 0 a o a o 0 a o a a n o 0 0 0 a o a 0 0 a Y- % DRAFTER m OOOOOOO OOOOO a Y Y !AT m a 0 0 000000 TUR 0 a 0 a 0 0 a 0 0 0 0 0 0 0 0 D DI E a o 0 0 0 o a 0 00 'DETECT:L, WMNNO I DETECTABLE WARIRNC AT BMM Of CURB Ai 4" I VARIABLE FULL WDIw OF RAW FLOOR 1 AT II OF CURB '•-I " I VARIABLE FULL MOTH OF AN.P BOOR SEE. NODE I SEE NOTE R. f PAY LIMITS PAY LINTS DETECTABLE WARNIWC TRUNCATED DOME TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETECTABLE WARNING DETECTABLE WARNING DETAIL INSTALLED ON A RADIUS DETAIL DETAIL `V007 4PECTICATKIN `VAT SPECIFICATION CO-12 DETECTABLE WARNING SURFACE RFIEPENLE CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND MINE STANDARDS ROM AND 0 STANDARDS srEBY IE 5 REVISION DATE (GENERAL NOTES) IDS SHEET IODF 5 REVISION DATE (GENERAL NOTES) 1D5 p3 OWtE MAMMA DEPARTMENT' OF TRANSPORTATION S03 TOADS 07A15 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 CG-2 G(-2. 2A NOTES' 1. THIS ITEM MAY BE RECAST OR CAST N PLACE 2. CONCRETE TO SE CLASS AO F CAST N FACE. 4000 PSI F PRECAST. & CURB RUNNING A ARGUE OF = FEET OR LESS (ALONG FACE OF SAUDI WILL BE PAID FOR AS RANAL CURB. 4. THE DEPTH OF CON MY BE IIaE111O0 AS ALIW AS 3" IC" DEPTH) OR INCREASED AS MUCH AS T Or DE•TMI N diRR THAT THE MIN OF CUB 'ELL V,AICDE WITH THE TCP OFMA CORAL OF THE PAVEMENT 50B51RWOTLIE_ OTIEW111g TE ORPTN IS TO BE 1E" AS SHDML NO AIIGYYFM N TIE. MBE£ BD IS TO E MARE FOR A DECREASE OR AN INCREASE N DEPTH. & CO-2 IS TO BE USED ON ROADWAYS MEETING THE EWEIEFFT$ FOR m-B AS SHOWN N APPENDIX A OF TIE VDOT ROAD DRUGS! MANNA, N TE SECTION DN CS URBAN STANDARDS. STANDARD 6" CURB VFNbIA DEPARTMENT °F TRAIFOMIATION X 27-y4° MIN - 2BY4" MAX RAIL HEIGHT 6'-3" E.,. 3'-IVy 3'-IfA" 3'-1N/i- 3.-pIT �.. N 3E IN + IF- & r]"Int : .�TM'a"}3 IXlYN'yNNN A`-. A .d II II II II II II III II • � IJ IJ IJ J IJ IJ IJ IJ SURFACE �.�. MB'-3" POST SPADING) (3'-4/," POST SFALINCI A: &.•:�W MAX OYNAMUC DEFLECTION 3' MAX BYNMIC DEFLECTION 2' e';A BANE &.:' -A P A' n o'=b A A S MA$ NOTES; GUARDRAIL LOCATIONS SHOWN ON PLANS ARE MPROKIMAIE ONLY AND CM R ADJUSTED DART CONSTRUCTION F NO 6" A4 DIRECTED BY THE ENGINEER. FOR DETNLS OF POST AND BLOCNWTS SEE SHEET N0. SOLOS. A OPTONAL GR-TA METHOD • OPTIONAL GII METHOD USING NESTED RAIL USING ADGTIONA FOR PETALS OF PEAL ELEMENT RAIL SPLICE •ION) AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SX'EEi NOS. 501.01 AN8 501A2' % WHEN NESTED PEAL OF ADOIHUNM. PEAL 5 PLACED ON BACK OF POST RAE ELEMENTS ME FURNISHED SHOP CURVED FOR BIRDS FOR CR-2A THE POST SPACING WILL BE B'-3". BETWEEN 5 FEET ARE 15C FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. P?PT SHALL NOT BE SET WITH A VARIATION OF WARE IHM A"' PER TOOT FROM VERTICAL. W-BEAN, EOCKOUTI POSTB SHALL HE SET AND ALIGNED WITHOUT A.IERATIUN OR FORCE. A$ PER SECTION BOB OF THE SPECIFICATIONS. ALL GR-2 AND GFI RAE-�$$HALL BE MAINTAINED AT A mI OF 2]Y.." MIN - 281 MAX AS MEASURED PER STANDARD CP-kElNS ALL W-RAN RAYS MH F BE LAPPED N THE DIRECTION aF VEHICULAR TRAVEL FCR ME FINISHED ROADWAY. THE OPTIONAL OR-2A METHODS O NESTING THE AN OR USE Or M ADOITIDNA- RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PPIGS TO INSTALLATION. ROM AND BRIDGE STANDARDS ROAD AND NUDGE STANDARDS. REVISION )]ATE s1EET t OF 1 SHEET I O 2 REV60N DATE YOI.OI 5DIC4 WAR FLAKE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SRY LINE WH ILNE LS FLARE RATE FLME RATE TO 9' SOH 15H1 5D B' 25Ht HHI 56 HY 2k1 TI,I 40 5' 169 RBI 30 4' 9H HI •FORFOR 5 LY M.xIMUPA HLARL KAIL SEAR-RILIp BORER SYSTEMS. A COAT OF THE ORICAM& SEALED AND SOCKED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECFICM STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFEREI (STRONG POST SYSTEM) sos wKOI DEPARTMENT OF TRAOT RSPATON TRIP GENERATION 1"=150' (5' MIN.) 4" CONC. 3000 psi MIN. 777 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE INTO. NOTES) L THIS ITEM MAY E PRECAST OP CAST N III 2' 400P P51 IF P CCLASS A3 IF GATT N PLACE, J. COMAIATDN OEM & GUTTER HAVOC A RNDIR OF 4KID FIRET USSR SEAL M PAD FOR M RAOAi CO6VY1TIpN 1 CURB IN CUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRYNME LAYER,TIE BOTTOM OF THE CLINE & GUTTER 9WL BE CONSTRUCTED PARALLEL TO THE SLOPE OF 3U®A AYIIRSES AND TIME DEPTH OF PAVEMENT. 5. ALLOWABLE DART OOR FOR THE USE OF CG-0 S BASED ON ROADWAY dM9fICATDN AND DEW R Q RROb PWE9'BN YA°WL'IML N iw 4N ON CS BREAK STANDARDS. D b ' rW • A D D • D.. • • • . • ' D D D D 1 A DBE TC°AIECRETE ACTOR SWINGS COMBINATION 6" CURB AND GUTTER NDAD A� B Ln EEM9on DALE 502 VIRGINIA DEPORTMENT OF TRANSPORTATION I I RADIUSTO BE I A-1 a S FEET /PPROACH SA E SOEIONG ROADWAY 61 .EL" SHOWN CN PLAEI} AS MANLPE SEE NOTE C ------- I I (RAI TO E AS / RAOEL COIENAIMWI SHOWN ON RAP' SCREW" IBY ME NOTE 2) IN I E CPTONAL B. NOTES MOTH PIP OR AS O` MINIMUM ROADWAY SHOWN ON TYPICAL SECTION A� PLAN VIEW MWEIE ROADWAY SLOPE nF PARMONL CURVE DEIAE R SOFT QI/IIDE OP, L ROLW ® - _ _D MARIIlE POADMAY --�- - - - - - - - - IIID - D SLOPE MANGE _ ® D Y,,TES GENERAL NOTES L WHEN C n15 USED FOR STREET 0005m THE COMECTON MIST BE DESIGNED IN MY" AASIITO POLICY AND THE APPLICABLE REDLREIENTS OF THE VDOT ROM DESDN WMINI INCLUDING SON) DISTANCE REQUIREMENTS. 2. WHEN TIE CUFM CE RADII CANNOT TED MEAw P TIE TLRIED EO.AlF1ENT5 a CFWKK E UM A TRUCK TRAFFIC THE DFPTN FOR SDEWAK L CURB RAID' M'II MCMA� Td H]S PF THE RADISHOAD BE 3. WHEN USED IN CONJUNCTION YIITI STANDARD CG-3 O CG-] TIE CITE FACE ON THIS STANDARD IS TO �WMJIRI�A PTO MAIM THE MOUNTABLE CURB 4. SEE STANDARD CR-M FOR CURB NAP DESIGN TO SE USED w TINS STANDARD. B. O•FDNAL FLO U E MAY REQUIRE WA CF A PORTION OF GUTTER TO PRECLUDE POMOING OF WATERR, ENTRANCE NOTES 8. PUNS ARE TO INDICATE WHEN COSTMCTDN OF A FLOW UK IS IEOVAED TO PROVDE POSHTVE DNATIAE ACROSS TIE ENTUICE. ]. MAKJNE PAWIAENT SHALL BE COKTRUCTEO TO THE RAW LNE (EXCEPT MY' SIR $TABEMATKN E D FOR MANURE PAVEMENT WHICH CM E WITTED N THE FNTRANOE.1 B. RADIX CURB OR WIGNMATON CLASS AND DETER SHELL NOT BE CONS1RVClEO EYUI THE RAW UE EXCEPT FOE REPLHEEHENT PURPOSES. 9. THE DEMURE AND, MAXIMUM ENTRANCE GRADE CHARGES M ME EVERT N THE ALWAMLE ENTRANCE GRADE TALE. TRESS VALUES AM MOT APPLICABLE TO STREET M COADHMFF CONSTRUCT GRACE CNS WITH A PARABOLIC CURVE. COMECTIO4Y. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES LAOut ENTRCE VOLUME AN ENTRCE VOLUME AN WNRE ' CHANGE D. DESN.IBLE YMWI HKA I MOfd THrW 1500 YPO O X 3 X MOW I WaTI 00 VPO S 3 x fi x Low 1lES THAN ]00 WO 38X Bx �• "�' "' NOTE=lCRAN AOIMAME ENTRANCE E TABLE 15 NOT MpLIC^B.E TO STREET A^NEGINNS CORCETE .'v', ti. SECTION C-C aFL" METHOD OF TREATMENT- USEFULCONNECTION FOR STREET HTERSECTiONS S6? AND COMMERCIAL ENTRMICES VIRGINIA DEPARTMENT OF TRANSPORTATION IV SAN, 2W,W r 00 T_ ti z"' M CID W N 1 M E� E1 V / o J W CN cNNI Q H W > L z J_ Z Vl T-I V/ uj 1� _j 1 �� 0 O j6 W J Q ZQ ` °6 U w W' ui � V / ulcf' U W 0 Z yj J V/ Jk J w LL i J CQ•^, V 0 C O N O w U co 177 JOB NO. 182150 SCALE > SHOWN SHEET NO. 12 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECTTO INSPECTION BYALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24"uIN INITIAL BACKFILL- 24"MN 8' e" \ 8' 8" MIN _ MIN. MIN_ MIN. _ b" SFDDINC #68 STONE * STABLE SOIL ROCK " SCRAPE IH- ROI 'OM OH ILL R-NCH RPM(-VF All STONES TO INSURE THE PPE DOESN'T REST ON ROCK AND THEN COMPAC THE SO L OR PROVIDE A 4" BEDDING '0= #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION I� 24 MI INITIAL BACKFLL 4'MI UNSTABLE 6" W. R` all SO L-_MIN. MIN. = MIN MIN. #6If STONE GRANULAR FILL AS APPROVED BY ACSA /! 'r\ -�.4BLE Sc71L C ROC E STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHAI I BE AI I OWED WITHN 24" OF THE WATER INFS. 2.NO ROCKS I ARGFR THAN 5" IN ANY DIMFNSION SFAI I RF A OVI ABOV- THE INI-IAL BACKFILL. 3,7TE INITIAL EACKFIL_ SHALL BE PLACED AND CCMPACTED IN 6" LIFTS. 4.11N0 ORGANIC OR FROZEN MA ERIAL OR DEBRIS SHALL BE AL -OWED IN THE TRENCH. 5.BELL HOLES STALL BE DUG OUT IN ALL CAS-S. DUC-ILE IRON WATER PIPE INSTALLATION & BEDDING NTS =1G. W-2 TD-2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS. ETC. SHALL NOT HE LOCATED WITHIN THE RIGHT OF WAY. VARIES -ID•t�- �iD•�- 5' CIO' r' f WATER SEWER 3 A o � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER UR SEWER ONLY - 20' MINIMUM WATER N SEWER 30' MINIMUM x SEE PART 3, PARAGRAPH ➢1 SEPARATION OF WATER R SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90° TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS •41 PLACE 5' GALVANIZES; ' 01T•.E`CS " °OS-'W TH CArrrD ANDS PAN-Tn - u- IN'. RrunT- AREAS AS DIF IFD. MARKER-JCAH._Ij MA_ RF SJR,I-C TD HIGHWAY DEPAR-'VENT A=Pn3VAL. FINISHFD CIII WE ED ADJUi .AB_E .� •.•E BOY, W/ L 7 --- vA. tK-= 741 VF WAIFR 1 NF r , rA I.-S.I.CONCRI I12'7.' BF AR SC ARE]THRUST BI OCK a N 0 1 F : IN RINOIF AREAS, VAI VF SO RF5 SIT All FX IF NO SIK (61 'IC-FS ABD'd- SN.A,: TYPICAL GATE VA-'VE NIS FIG. W-5 TO 9 15 1/2" E 3 r W. 1574 CAST IRON CLEANWT FRAME AND LID 10 1/4` INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED SEE PAVEMENT 7 1/2' AROUND CLEANDUTCDVER EXISTING GRADE REPLACEMENT (3500 P5� REQUIREMENTS •I -• PVC FEMALE CLEANCUT ADAPTER WITH INVERTED NUT SCREW CAP OR •I RAT SLOTTED SCREW CAP KOR-N-SEAL No. S406-10 AWS- * WITH 10 1/4" BAND PVC PIPE SEE BACKFILL AND BEDDING 45- SEND REQUIREMENTS PVC PIPE SEWER LATERAL LATERAL SANRARY LATERAL ` VryE BOTTOM DFTRENCH SECTION 1A-AN SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT'OPAWAY I4TRIRE SANITARY LATERAL (WHEN INCOME LAYQUT REQ'D) CLE4NOUi FRAME AND LED FRAME - - ----- 1 I r N y 1.. 1 NINE ______ L .•\.i y_ \ ill SEWER LATERAL WYE A A O4" BED COLLAR 24• --------PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS PLUG 3- r 1 ( 2 LJ r �� FOR ALL BENDS FOR TEE OR WYE WIDI N IRI NCI 10 ACCOMMODAIL ANCHOR IF L RFQUIRFD. LNG AS MI uIRFD SLCIION 1 1 SLC I ION 2 2 PIPE DEGREE BEND DIMENSIONS VOL, TEE AND PLUGS VOL, SIZE OF (I ILL I) CU.Y➢. (I ILL I) CURD. BEND L H T L H T 90 2S0 2.50 3.01 0.24 4• g, 6• 45 22 1/2 2QO 1.50 Z25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 CA5 11 1/4 1,50 2.00 2.50 0.10 90 3,66 3,16 3.21 0.48 B" 45 2,56 2,66 2,77 0.26 22 1/2 1.66 2.16 2.69 0,13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4,83 3.83 3.42 0.83 10" Sc 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2158 2.86 0,24 11 1/4 1.83 Z33 2.84 0.18 i. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. ?. USE 2500 P.S.I. CONCRETE. 5. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. L THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & S12E OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TnI • •MPBEBBGR n 3Pe MALE PIPE COUPUING 'PROVED EQUAL Rf N' SOFr CLIPPER TO USE ON ATTACHED SINGLE FAMILY AND ON SUNS ae DUAL REsmExnnL AHp IRRIGAIIpN ,4ANGE5 I •>t•vl•TEE T Oo I MQ S.0 TID FINDS \ �C�✓�//// 3 ��JI/ DUAL SERVICE k I- OOMPRE59W m 3/*' YN£ PIPE 0OUPIJNG CR APPROVED EQUAL roE' PER $OFT COP'PEP A FANILY Fox USE ON DEAUE W ENE NUB FESIOENIIRL SERNCE PHENE AN IRRIGATIW MEIFA 14 NOT PROD POLL SINGLE SERVICE NOTE; 1) SADDLES SHALL 9E USED ON PVC PIPE, I/e BEND Ga TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A FD-1 D r 12" ,R Mp M 3000 PSI CONC. BASE BENCH SLOP-D TO FLOW Ell ANIN 1/4" 1' MIN all BRANCH 2" FLEXIBLE CONNECTION N°-E' WHIFF!SIAIN_ESS SI-E_ All CONNECTIONS -0 SAND EXISTING MANHCLES STALL BE GORED AND A FLEXIBLE LHI CONNECTION ' DOOT " oINSTA_LED TYPICAL- MANHOLE PLAN SH'OWINC BRANCH TE - IN NTS FG. S-I-B TO-27 lop View 8" MINIMUM f c 4 4' I a � a. -�� - 4" MINIMUM 4 1 1 NOTE: RESTRAINED JOINT =1TTINGS. 4 Cerlificuliun of 9U% I•Dm'..U., ._I,„red Golvonized Ste, W12 x 14 (min 3' min. penetration 1 SOLI , Or as approvec ACSA. TYPICAL THRUST BLOCK IN FILL AREA Side View NTS FIG, W-3B TD-5 NEITEI MIN. 60• DIAMETER NANHEILEI 0 REQUIRE➢, �P DROP MAMOLE PVC CROSS R,. USE nPPROV EII FLEXIBLE RUBBER SOOT, x o A` A", PH STEP COUPLING zR• D DI' 1E PIPE STRAPS !I (STAINLESS STEELI y 0 SPACED EVEFV z' VERTICCLLY 1 - �90' RESTRAINED BEN➢ ErtE I FE E' T -E NIN IM o �. rA rwER PIPE PLAN PROFILE WIN. 6' BE0➢ING WITH N.O. 69 STONE 1_ HEIGHT OF THEVERTICAL DROPPIPE WAIL BE DETERMINED BY THE BUTSHALLN:OTBELESSTHANTWO Ac,A (2) FEET_ 2. VERTICAL DROP PIPE SMALLSE SDR 26 P.V.C• SI ZED THE SAME AS TNf INCOMING PIPE AND CONNECTED TD THE DROP FETING 1WfTH STANDARD GASKEITJOINT. B_ VERTICAL DROP PIPE SHALL OBE STAAPBED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4.SHAPE IINVEITTAS NEEDED TOPROVIDESMOOTH TRAP151TIUN FROM DROP DUNNECNON DISCHARGE POINT TO SPRING LINE OF III OLE INVERT. 5_ DROP CONNECTION DISCHARGE ITTTING SHALL 6E ORIENTED AT 45 DEGREES, INTO TH E FLOW_ 6_ VERTIICAL DROP PIPE SHALL BE INSTALLED AT 9 B DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE. REQUIRED FOR A SINGLE 10' OR 12' DIAMETER DROP CONNECTON, OR TWOS" DIAMETER DROP CONNECNONS. STANDARD INTERNAL DROP CONNECTION NTS. FIG. S-I-C2 TD-30 `E E PI ^ oi` oa ELL EN ua �n L r,u E L vV V a � <E¢x PIEo aE syfz o 'E n Ez _ wED o mLZ-0 wo < E b Oil _ E •- w O 11 e Z o C. E U1 ll( ig\n �E_NP Fry aE N M w � nu rc O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S l 3 TD-31 FINISHED GRADE ITI--rrr--nr -nr-ITI-�rT-r-ITI-�R- TRENCH REDUCER _s f r9500 F.S.I. CONCRF IF IHRUSI RI OCK uwolsluRBEu sDIL ,� d 118" MN PROFILE VIEW} UNDISTURBED SOIL - EDGE ? OF TRCNCI I 2a" MIN. °d REDUCER 6' MN IIIIII� ., Ar -- :6 2500 P.S.I. CONCRETE THRUST BLOCK, B' MN _e �----------- UNDISTURBED SOIL - EDGE - -a OF TRENCH e- - 24' MN. NOTES: PLAN VIEW NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK HIS FIG. W-3D COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES 5/8"-1" METERS NTS FIG. W-7 ID-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) L� 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED FINISHED GROUND MARKER PLUG END OF MAIN LINET I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.5- FIG. S-2 NO F OR..N- MUST 3E E".UPPED %I CIARLUT S- 11LL� TFREATiS WELCH IS • TH _0 A B WHORED / I L' L LENCTF 0 BRANCH ',APES 6' MIN -C 1C'� (2701 I cu. F I. g09 SIONE T R 49"MIN �'• !I.• !' .;A.-F � 2600 P.S.I. CONCRETE 1 FAST AND TI DUST � BLOCK AGAINSI UNDISTURBED STABLE'•, 5011. S11II PIII , f.-:�-RANrD .0 N- r TM1G.S W ITN TI Ir Sou IS DISTURBED OR W FM A IIYNRANI IG IOOAIID IN A III, IN ADD CND. TO POURING CONCRETE. A STEEL PILE SiA__ BE USED AS ADI IIONAL SUPPER I. NOTE : 1. SURROUND WEEP HOLES WITH 'GRAVE_ AND SEEP FREE OF CONCEIT. 2. MAINTAIN A 3 1/2' MIN. COVEN `ROM LIFE MAN TC THE FRE --DR4N ( INCLUDING DITCHES ) 3. FINISHED GRAGE SHALL SLOPE AWRY F?CV. LIFE FIRE FTDRANT AND VALVE 85X. 4, THE GATE VALVE IS ALLOWED 1'4 SFC4LC'ER CF 3EH VD TFE DITCF. IT IS NOT ALLOWED IN THE DITCH 5. FIRE HYURANTS SHALL BE INS 4__E] AT _CC:.TLNS 'AH_RE WEEP HOLES ARE ABOVE THE PREVAI_AC CPDUNJWA�R ELECA C41. I� REQUIRED TO BE IN WET AREAS, -LE WE-P HOLS SFAAL BE PLUGGED AND THE HYDRANT SHALL B= PUMPER CRY. TYPICAL FIRE HYDRA',IT ASS-MDL" D--AI_ N.T.E FIG. N'- AIR RE _P._`-C VALV= BRASS O00R BRC1'2L PIPE DRAIN IF RPIOSSIBLERA D BRICK SUPPORTS OR SOLID CEMENT CC<S TD-8 .---YPE "K' SOFT COPPER AT ON STEP D GRADF BRONZE GAIL VALVE - STONE NOTES: 1) A PRECAST MANH' E "NE AND CO'.ER 'NTH WA -ER CAST ON LID FOR TRAFFIC AREAS, OR A h1 R. DOX ASSEMBLY I'. J CN -RAF IC. AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERL',-S -,J LLE4 -HAN 12" UPS- A, 1" A-3.V. AND FITTINGS. FOR WATER LINES 12" AI II'ER US c A.R.' 1" FITT NGS. 3) IN SITUATION W P,E -H P 4S nUL^ CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE F:JND..T2N SHALL B_ 11•STAIFL C SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE: CONE. A1R RE -EASE '''; ALVE (ARV) EMBEDMENT SPRING JNE OF PIPE NO. 68 STON- NTS -D-20 REMAINING BACKFILL SHA L NOT CON -AN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -NTIAL BACKFILL'" (6" LIFTS) * THOROUGHLY COMPACTED BY HAN1D OR APPROVED MHCHANICAI. IAMPFR -LAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE \WALL PI-E) NOTE 1.. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RCHT-O=-WAY SHALL BE BACKFILLCD =N TIRCLY WITH NO. 21A STONE. 2. FOR DUCTIL IRCN PIPE THE BOUT OM OF THE -RENCH SHALL BE SCRAPED AND COMPACTED, AND ALL S-ONES REMO'V-D OR A 4" BEDDING OF NO- 68 STONE SHALL BE PRO`ZDED' 3. WHERE ROCK S ENCOUNTERED PIPE SHAD_ BE INSTA_LED ON .A MINIMUM 6" B-DUNG OF NC. 68 STONE TYP CAL SEW-R PIPE INSTAL-ATION IN RENCH NTS FIG. S-3 TD-33 TIl TIC o ,, r SCOTT R. COLLINS Z Lic. No. 035791 �`KlOnreT_ i`�' Z O (^ L I--• u Fj- Z 0 DO oZa O y (n F ^� LU Z W K II� W W W � � z zco T�T VJ W N � M I V o J W CN N Q N H W > ~ L z J_ > ' � T� IIIIIIIIII� W J HI o 06 J LJJ Q � Z o C6 w W 'o I- ui WO z� RAJ J w J J /Q = V 0N0 u M w 1..1..1 w O w a u JOB NO. 182150 SCALE N/A SHEET NO. 13 General Construction notes for Stormwater Management Plans - -- - PRE -DEVELOPMENT SWM PLAN: STORMWATER MANAGEMENT NARRATIVE: POST -DEVELOPMENT SWM PLAN: Proposed Impervious Area Summary 1. All dams and constructed fill to be within 95% of maximum dry / SCALE 1"=60' SCALEI"-60' �� ` densityand 2% of optimum moisture content. All fill material to \ Existing Impervious Area Summary DAA OVERVIEW - - WATER QUALITY- Defined by Parcel s Legal Limits I�H P P Y( ) \ l 0,, be approved by a geotechnical engineer. A geotechnical engineer i9 ---/ THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS PROVIDED TO Proposed Sidewalk 49,575 sf WATER QUANTITY / — Pti / f to be present during construction of dams. ", MITIGATE THE IMPACTS FROM THE PROPOSED IMPROVEMENTS. THE STORMWATER MANAGEMENT PLAN WILL - r. L 2. Pipe and riser joints are to be watertight within stormwater _ / � \ EmSting Impervious Areas 0 sf COMPLY WITH PART IIB SWM REQUIREMENTS. / / , . / t\ _ Proposed Amenities 11,625 sf \; management facilities. Proposed Roadway 170,275 sf 3. For temporary sediment traps or basins which are to be converted WATER QUALITY SUMMARY ,' _ � SCOTT R. COLLINS� to permanent stormwater management facilities; conversion is not / �' - THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET THROUGH THREE BEST F �' / / ! I / Proposed Buildings 166,200 sf d L Lic. No. 035791 to take place until the site is stabilized, and permission has been _ MANAGEMENT PRACTICES. THE BEST MANAGEMENT PRACTICE OF INSTALLING A CENTRALIZED LEVEL II WET ��� - \ Proposed Driveways 42550 sf obtained from the County erosion control inspector. , �V POND WILL BE IMPLEMENTED. THIS BMP WILL TREAT THE BULK OF THE PROPOSED RESIDENTIAL/, "�.. V DEVELOPMENT. DOWNSTREAM FROM THE DEVELOPMENT THE PLAN PROPOSES THE BEST MANAGEMENT , ' \ 440,225 sf �0 ��' / i , PRACTICE OF PRESERVING OPEN SPACES. A RECORDED EASEMENT WILL BE PROVIDED PROTECTING THESE , // , �V `� - Proposed Impervious Area Summary (DA A) �"S;S, r�*�� AREAS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT. THE REMAINING �� p - ZONAL F. ✓ \ ! \ \\ WATER QUALITY REQUIREMENTS WILL BE MET WITH THE BEST MANAGEMENT PRACTICE OF PURCHASING �,' /� -_ '' \, \ WATER QUANTITY FF. NUTRIENT CREDITS. ° / !, ' \ Proposed Sidewalk 25,250 sf V ` \ WATER QUANTITY SUMMARY / '_ � � W � Proposed Amenities 11,625 sf THE PROPOSED DEVELOPMENT OUTFALLS IN MULTIPLE LOCATIONS IMMEDIATELY UPLAND OF VARIOUS ,�� Proposed Roadway84,175 sf \! /� EXISTING CHANNELS. WHERE ROAD / INFRASTRUCTURE EXTENSIONS ARE PROPOSED LEADING TO THE NEW / , // I \` p ' RESIDENTIAL DEVELOPMENT, ADEQUATE OUTFALLS ARE PROVIDED WITH SUBAREAS LESS THAN 1% OF THE / r ♦` �\ Proposed Buildings 109,200 sf RECEIVING CHANNELS WATERSHEDS. ADDITIONALLY, WHERE THE BULK OF THE DEVELOPMENT OCCURS A / ` \ \ Proposed Driveways 70,825 sf PROPOSED WET POND WILL BE INSTALLED CAPTURING THE VAST MAJORITY OF THE NEW RESIDENTIAL AREA l \ 20 5 sf Ir THIS FACILITY WILL PROVIDE DETENTION TO MITIGATE THE IMPACTS FROM THE MAJORITY OF THE \ PROPOSED DEVELOPMENT. CHANNEL AND FLOOD PROTECTION REQUIREMENTS SET FORTH IN 9 VAC 25-870-66 WILL BE MET WITH THE FINAL VSMP PLAN. A REMAINING PHOSPHOROUS REMOVAL RATE OF 2.45 i' . Ibs/yr. IS REQUIRED. PLEASE SEE THE ATTACHED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR . \ ADDITIONAL DETAILS. \ / _. - 1 o A , y .: -- - i � PROP - PROPOSED CULVERT ��� � F; � _ -- AfJ . 7 SHED= -__. -- - CROSSING WATER ,♦ /-� � � � 0 un LU / ac. _ � l � ,-. _:,� FOUR PROPOSED ADEQUATE _ u PROTECTIONS, EACH HAS A , PIPE OUTFACES WITH OUTLET 1 •,i `a i" / ! i -- , _ S A PROPOSED ADEQUATE RIPRAP v�7 r r i SUBAREA LESS THAN I%OF - - LINED CHANNEL. PIPE OUTFACE - - THE CULVERT CROSSING's O. - HAS A SUBAREA LESS THAN 1%LU OVERALL WATERSHED- / 70.6 ac .� I OF THE CULVERT CROSSING's �y. �� OVERALL WATERSHED=70.6 c. v loll / a AT - IF � �/ 10 IF 10 y �/ j �� �j�''`. 100' OF OVERLAND FLOW t" 120 F GVERLAfdC LO''� ' '- r � .1 =LC - ', i' / l �. - \/ `�`r./ ' / ''�\i: '� - W/ A ELEV.=3, / / 6100 `\ 1 ..jai �'-/ � / t i `i; �� - -- - OF CCiPJ'; I �. r :re / _ _ y/ , k / �• ELEv.= / — —� ),', 90' OF CEV.= FLOW w/ _� / _' \ ;i i %F- 0 ELEV.=21' & '1 _ �. f /� / r\ '�� �' w m v 2,'75' OF Cl­-AIL' ._L =_0 - - !� � � � � ! \� i`���� , >~�, 2,175' OF CHANNEL FLOW �°� � � � ` � _ K _ ' \ TWO PROPOSED ADEQUATE .�� C t� r� L j Q / e 1� p PIPE OUTFACES WITH OUTLET PROTECTIONS, EACH HAS A !t �' ♦ \ i J � \ _ � \ SUBAREA LESS THAN 1% OF THE CULVERT CROSSING's � � � , r � >�•'� l �% �/ _� OVERALL WATERSHED=70.6 ac. - � A l ,r✓ - i -AREAS OUTSIDE OF SUBAREA ATHAT ARE TO _ BE DEVELOPED WILL BE ANALYZED FOR _ V �/ r �� � - L ��� V -- (Y� . .STORM WATER QUANTITY COMPLIANCE ON AN . OUTLET BY OUTLET BASIS. EVIDENCE N LU SHOWING COMPLIANCE WITH 9VAC25-870-66 �� - -i7� �' �► '� A i WILL BE PROVIDED FOR THESE AREAS & ' \ / - - _ -THE SUBAREA A DURING THE VSMP REVIEW, TYP. ICI', ` /// , '� _ . -! - \ OF THE FOUR PROPOSED ROWS OF R PORTIONS ® 1 y! - ♦ ---- - - ' 1 \ , r -- O '///� y ' APPROXIMATELY IA S 0 4o FL THIS RUNOFF IE RELEASED VIA SHEET FLOW AND EQUATES TO ( n /$ ♦ _��- � I _ DOWNSTREAM CULVERT CROSSING's OF THE I V ♦ _AREA OF PROPOSED � i __ �� JJ WATERSHED. ll C) OEVELOPMENT UPLAND - ' / ' 1 J r' ) 1 - - � _ OF -STREAM BUFFERS / - I—� PROPOSED CULVERT CROSSING WATERSHED=97.26 ac.: z / t \ • ♦� \ \ � ♦ 1 0, � j 1 11 _ - SUBAREA A ♦ \ .. � \ � � -a ♦ \ � - W f J 'i 10.55 ac. L L LU " \\ ' : \ \ \ ' \ PROPOSED ADEQUATE PIPE-- �- J \ \ lr _-` "9� OUTFALL WITH OUTLET 0 O M;/ 0 PROTECTION PIPE OUTFALL HAS W Q c. Z C) - A SUBAREA LESS THAN 1% OF _ ♦ �j ' \ ` THE CULVERT CROSSING's \ Z \ • _ ' \ ' OVERALL WATERSHED=97.26 a Q aff � ♦ % SUBAREA AV� ♦ �� � / I � t PROPOSED SUBDIVISION I PROPOSED SUBDIVISION �-. '� \ ` V I LIJ LINES TO BE USED FOR - _ LINES TO BE USED FOR CN=82.7 i WATER QUALITY - - ,; �1 Tc=0.33 hrs. �V 'ate' THE COMBINED AREAS OF THE REAR PORTIONS W Y / ' - 1i \�. ,,,I OF THE FOUR PROPOSED ROWS OF Q - BOUNDARY. ~ J '' - _ W BOUNDARY. NDARYITM ��� _r TOWNHOUSES IS 0.3 ac. THIS RUNOFF IS LLI RELEASED VIA SHEET FLOW AND. EQUATES TO _ LOCATION OF ' PROPOSED CULVERT CROSSING UPSTREAM CULVERT CROSSING'' W PROPOSED — C APPROVED .% \ ` WATERSHED=60.21 ac I`,I \ , 1` \' \ ' APPROXIMATELY 0_3 /o OF THE PLO ATERSHED. G FACILITY / !t '\ -- .-_ - \ , U ' % TWO PROPOSED ADEQUATE _ PIPE OUTFALLS WITH OUTLET ' \ Ln U PROTECTIONS, EACH HAS A SUBAREA LESS THAN 1% OF \ .LOCATION OF -.. '.. \ LLI Vol \ \ / ' PLANS. RUNOFF TO BE CONVEYED VIA A PROPOSED I ' \ OVERALL RSHEEDS 0 2sac. \\ ' # PROPOSED LEVEL DIVERSION UNTIL THE DEVELOPMENT OF THIS \ - \ . II WET POND i '\ BLOCK IS CONSTRUCTED. WHEN THIS BLOCK I5 .t THE COMBINED AREAS OF THE REAR `� ` t' LLI .. .. PROPOSED LEVEL II WET � (n LOCATION OF _ _ � AREA TO BE TREATED UNDER SEPARATE SET OF /'�� APPROVED FACILITY ,� \ CONSTRUCTED THE PROPOSED DIVERSION WILL BE PORTIONS OF THE THREE PROPOSED ROWS \ ` '.\ \ POND TO PROVIDE ` J REMOVED & THE PROPOSED ROADWAY's DRAINAGE we 0 IN J OF TOWNHOUSES IS 0.3 ac. THIS RUNOFF IS STORMWATER QUALITY & I'•- \ ` PATTERN & AREA WILL BE HONORED. �' RELEASED VIA SHEET FLOW AND EQUATES TO ' 1 -- ' \ . - - APPROXIMATELY 0.5% OF THEPROPOSED,' \ \. QUANTITY TREATMENT w J UPSTREAM CULVERT CROSSING's WATERSHED. ♦� \ I I w \\ ® 1 oO CLOD' WPO / STREAM--� \ ♦ /�� � � � 100' WPO STREAM � � � A� BUFFER, TYP. � r ♦I � � � � -,� � �� BUFFER, TYP. ,� �� � l •' \ y; -1 o� PROPOSED DIVERSION F- / �ASSOCIATED WITH THIS SET OF THEE ULTIMATE DRAINAGE DIVIDE / p w "•` ` / /'„ /: c -- Al WITH THIS SET OF PLANS PROPOSED ST OP SWM FO R�E &OPEN SPACE. '\tt,3 �- o_ U] JOB NO. EASEMENT, P - J lo 182150 WATERSHED SUMMARY -,: �� SCALE L7 1s ' - M, , _ 1 =120 Total Phosphorous Removal Required forthe Full Bulldout 18 92 I / x.1-yea\ / '� \ os hbs Yr CN Area, ac. r Flow, cfs r Flow, cfs 10-year Flow, cfs » / ar Phosphorous Removal Achieved from the BMP Practice of a Level II Wet Pond 11.55 Ibs/yr SHEET NO. J DAA (Present) 55.0 10.55 0.74 2.39 10.59 j — - Phosphorous Removal Achieved from the BMP Practice of the SWM Forest & Open Space Easements 4.92 Ibs/yr 14 DAA (Developed) 82.7 10.55 (To be Routed in the SWM Facility w/ WPO) � ®� ® — . _ / `� y; ��� _-�• �` ��� Remaining Phosphorous Removal Required to be Purchased 2.45 Ibs/yr -- -- -- - - - - ,- "I . / 30' LANDSCAPE - - - m -- -N n,- -n, �I --- -- - / �` r 6 _ �M- - 5 � t. a>� BUFFER n �� ti — — Pry _ / — -__ ___ / ]o'ONDISTU � EO BUFFER � r � '� H L BUFFER IN DISTAREAS L R AREAS �� —; r �SCOTT R. COLLNSI — _ - Lic. No. U357)91,1 j ,'I I I-� � ROUTEo99UFFER NOTE. 30PORTION OF THE ROUTE 29 BUFFER MAY BE DISTURBED FOR GRADIN WITHIN — — — — '--— �� — 3 "i" E°'REFORE6rEO9UFFER =9r s�R e„rNEpEV�opM�titf SEE NOTE, THIS SHEET THE DEVELOPMENT, AND SHALL BE REPLANTED WITH A MIXTURE OF DECIDUOUS AND 1 �' �' " "� �— - EVERGREEN SHRUBS AND TREES TO BE APPROVED BY THE DIRECTOR OF PLANgING. IT LOT LOTS LOT4 1 LOTao V LOT LOTS 1 '� LOi9 ' \� LOTv LOT - -- _ -- - - KIYE SPACE I � a PROPOSE Rr LOTg I / f � _ PV°a wmTNPueL\c `_ _ 1-,! I ✓ ! IN FRO FR?NT SE 3T�K l e I I, 1 I � I _ ill do / I I ` o LOT3x TS I F EN K Pl �' (' - FR NT SETBP L Tx9 LOT3o'... - ---- K- _T v / �O: z LOT�I z O J - 6MIN 1- 'D Tv I -t"vi x I I � BFCKI .1 1 :: ��➢ � fi LOT:3 ca W 7 L - __ — - - - Q m � O LOT a9 , - _ �--� z 11 '. � �. FIJFUR ROADE EN9O10NT PSHWOO ILOiv3 LOT W II ✓ rT .. PllBLIE IW - r W 1 D-7 FUTURe aEa ALANE 20' LANDSCAPE � n' nv emsr BUFFER s _ , ORDAN - --- _ ACC WITH THE Z MA PROFFERS' SEE SHEET i6 Lar33 I � � � � � � � ' � � �_ - 0� e` I 1 DP Pu EXISTING STREAM _ - __ t-"ems-�_ Lu00 1 _ a m LOT 55 F I ' 5 � Q � ' 1 I �f `' � �,� T ✓ '` `� LOT rl I� ' I �EXISTINGWETLANDS (TYP.) \ �\ f,. - ... - - . .._s. - .,_ k, '..� •\ \� v LOT 2 ' ,. ' PP oRP HS OS NRP dPT0.�RP° ..' LIMIT 1 AY LCT-fi -EXISTINGE TYP. / fo Lu CY) < U9LIC RO Wit' L LOrg _ O! L:. i �f _ 93'WIOTH RAV AO ____ ._ O � L I OT - STELLA IA E �:,r .. � _ .'..... �Ti-�F` - ' O v� /'� Ir __ -- P POSEC PUB CROAP + '� �,. vF` P4 ¢ LOT38 LOTga sr.N ", �O,Ld' � �� RMl-. .. .. :•: �O .. .. `. � 49 � off' .� t� �� ,o. / oar • `r O A N� ' �./J I r 49 9L CID �P� \ - n_ LOT 39 - EAM ---- zo'LANEXISTING STIR � — BUFFER O/ -- �LOT w - W- c6VvI '� - -_-- o OT4�w ------ LOT,w� I — �---- N I —I - LOT4¢ I I I -11' gip° l W - 4��ev W Ih > I I L I I LIJ -- !� � LOrsa rT ,�, � LOTy3 I I J A� — L�� PROPERTY BOUNDARY (TYP. LOT" i LOT59 IT V J 4 OF EENWAY + " -—!-- �. r -� J t I Loi4s LOTg6 -� r — — ---- —L9 66 �_ -- -I 1, �� _J 2-7�� � <\ LOT6x �� � LIMITS OF EENWAY " ',I �� EXISTING STREAM e< v ' t� O Q .� Loren � ✓ / s tea( I - 1� � 'll U (n _ - / 63 KK LOTTv .� 4�009 / '� II LOT 64 LU J LOI u I ul U) u VV N / T. yea '� LI II i I. LU 1 � � LOT 66 �V� � / � I I � 1: II y I - / L0767 --- F � /��// I ,ll -III -� LA. co IS � LDT66 LOT F__ LOT]6L-- - Lar69 �_-- LU - - i �I Q EXISTING ioo' STREAM BUFF/ER OP.) � L LOT79 LOTBo / F_ EXISTING STREAMLu I � H --� �•— ,'�� w ILOT& - I— -1 O Lu / GRAPHIC ALE T JOB NO. ROPERTY BOUNDARY TYP. OT3a 6. o 3. 6a 130' �� /'�_ 182150 LOTS, j I EXISTING WETLANDS (TYP.) �/ 4� SCALE I / ( IN FEET) .`I 1 n=60' IMITSOF EENWAY \ �L?1T84 /' 1 inch - 60 ft _i_ SHEET NO. LOT 8, ✓ 1 15 - {% PLAZA/MEETING 3 1 � I � Odyinat Proffers .Aauendricnt Brtlnb:tllll PROFFER STATERtlIENT Date; Octok-r 13, 2016 Z-FYI 4 No. 20 t 34r07 Brookbill lbx Map and hireJ Nuonbcr[slr 0460LL00414-018A4s 04600-00-00-01009 and 0000-40-09-01900 T'ashlap and PAELel Number(s) High Sellout Site: 04641(1-011-00-018BO ands 04")-00-0&0l8Ott Owner(&) of ltecvrrl± C"iIARLFS It. iHAUG[1 & F.LfZABETIT ANh' 0GIX'SBY [111AUQ141 CRAIU,LS R. IWWWI, & E. J. C)GLE:.SLIV, JiL, TRTJSTE, ES, CROCKETT CORPO1tATIOhJ, a VIRGiNIA CORPORATION- HCIRKE 1-"D CORPORA' 10N, a VMaNlA Ct' RPORATIC1M -UND Cft 4PT(d; ' C "(JR10RATION, a VrRGINJA COstPORATIC)iy 13itt- of Proffier Slttnalvr : ({ �. Nl16 AppTOx natvty 217.5 avr s to be iezoned lriran fd 1 Residential to NMD (Nelglrborllood Moalet I)Islrltt } C11,J,RLES R, t1AUCH & ELIZ31e9TO ANiN OGLERBY IIAE'Cif{ arc Je wsners of TaT Kq taarmi (1460-06-11)MI8A(# CHARLEI); Ili. HAUGH & E. J. OGLESBY, JR. TRUSTEES arc the owners of'Ift- Mtip ?""I 04WI-00-00-91SH; and CROCKV1"T CORP47RK11014 is the Owner of "fax Map Farce[ 0461110•0!t-E10.01900; aft of tlrc 0una.'ts of aiwh psrcely Sri referred to Iterein; collectively as Ihc "[]wrier' and dir parcels are refs rtd to herein as the "1'rtiprng HORNE LAND CORPORATION is the- owner of oae Kip Poreal 046f1(t.0044419140 and CYItIbTiiN CORPORATION is the Owner of'Tm% Nfaj) Parcel ,wren G1t-rJtl 018fY6. The Property ix The subject Of the rezoning application Ident tied by rl lbeinarle Cournty {tire "Cuuuty"} as "whirl 201 i-007- for a projeertt kilown as "Srooklitjll"tthL, "firoleel"), whieli includes tit, applieatiori ¢lien prep -led by {'.ollfns Engineering entitled, "Brookhill Ncidhbarhood Model District rhhMD Application Flan," last revisstii Seprernber 16, 2016 (dx "Appticca[iorr Phut"), a Cade of Uevehupmcnt untitled the 4,13toukhifi Neighborhood MJvzcl Code 0f 1)rvel60tl1ant" last revised October 13, ?h16 (tine "Code of ,I)ev'elolur aene'). Capitadizeal terms, nor Jtcrvvise detitled in than Proffers smal l have Ihc saute definitiany ys sc l fcrdt in either the C(Ae of Dcvolopationt or alas Application Pfan- Pursuant to Sectitm 33.3 of ate Albc.morle County Zoning Urtfirtaruc, the 'Owner hct+Chy voluntarily pro[Tias Ilia cart l 6ons listed below which shall be: �zrplkcl to then .11toperty if it Is texoncd to the zoning district idenlifcd above. '19use Cotl&rleatt are proffered ass part of the prOOsurd rebutting, raid the Gtwncr ockncwiNgts tfra, true Goriditiorn orereasoiwbk. f, 'F7ArtlJreartafioa 1tnLiraynmentsr A. I of 7 (uaels cCbIE,ecirisnes_ laurxuamt co rand platrs appmyad by the Virginia l)ep0riaitciet of T'ramprortalitm ("VDOT"), lhee Osvncr slice°l cviunruct all litter et=.ion and turn laiae impru;°et:tcuU, iftclildhig irrtlprnvrmants In thcberi20011F eligrtmrnt, vertical alignment and rroas- ciion of Polo Grounds Itotul ("€tyro Grounda Rood rmprovements"). The Poin Grounds Road tmpravar'cnts shall tic completed in two ph;w% Owner shall begin "hisiniction of Phaa a i, us depicted out the Figure A, Brovkhill Traffic Phasing Plan ('rrraffie PhtshnS )Nvri"', prior to liar issuance ur o building permil OTerrnit") fur the fist (I,,) dwelling vvilMn the Plojccl, and the Phase T Pclu Grounds Road Iniprowinerve shall Ise subsinn[iolly completed prior to fssataoce of either i) a Permit for the filtictiit (50") duelling (outer dean an Assisted Living, nwsiag Itame, ,'last Resat or t+iVJr k'ai [pan;@ttt &01y) withirl the project, cis ii) it eetiirwik(v or occupancy fur any a117ts c0113411 a 3TILiki-f roily dw,ilat0A wirliur the Project, rh'bichctier first qoqtrrt, ]'%Gait IV,;w drplCeed on the Trtf#ir Phasing Flats, shall he a,,bwliteled prior to issuance of airy Permit for it dweili:ng (other than a niulli-F'amity r vatting Assisted Livioa, Hors€rug honte, rest huiar ur cQnwd"ront facility) wvid[da BlDrks 14-in raf the Prujtcl. 'Fhii Polo Graunds Road haprovetni its shall lac dt:2sigueJ and Curisinacted to applicable VDOT staTwards, including, u'itheut linlir0lie7aL, VOW s C;mfl eLtic 130sigrl. The Bolo Grounds kuad improvrrnetils shlr'I be deterna neat ua be subsWiltiWily (vraoploW by; i) Me }vfbcmarlc County itippneer, err ila designee, or it) when they are a onstrist tad iaspeeled and the VJ.atYJ'Colratl•uetiolr Frond is micaacd, or iii) a VDU T affieial odimAlse confirms that they are substantially corapietc. Ptirsupatt to approvat by VDOT, Polo Grounds Road ltnprowntmL` shall iuclmde sailarrtander tunnch, Bhovva conceptually in Figure B, C Salamander C-ro;ving F.xhibir"). Mainterinaaw of a1,4 salamnnder tuauck Shull be the responsibilily of the Dvmer, and a edaLiuctasmce agrconcttt shall be csLuba 'she Dui a v V h d e apyru ed by VI7C)°: dtiu'inS the 17OT rtnyieW 4f Ilrc r9&d pihtns for tine YullB Grounds Road improvertatnis. N. &'.YIS. K2-flfttc:�ruva< Latocevcrneials. Pinsuaut to toad plats approved by VWr, dic oevWr shalt cos 9ttvet all inTersecliata and turn lurir improvements alnu,g Route 29, conceptuaity depicted an the Appalicatiou Plate ("Rniute 29 intersection ImprovenuJnts"). T1w Route 29 Iuterseciiian Imint-etnvtiln s#toll be sulrslaiatimlly ma3pleted pr•iur to issuance or Sutler i) a Permit fw t:ze tiffieth (50"') duelling (other than an A -muted Living, aursbia lioine:, rest bone at eouvak-scera facility) wcith a 01c Project ur ii) a eeridl"tcale of occupancy fur any urzila within u mw iL-r'aunily Cvetling withhe tale Prrajee , whichever first tx;com 'fhe Routh 29 Intersuciiori htiprvn anetr¢s ati 1 tic e al d st ed atirl etins9 Jcted to applicable Vt7�t]-r stant9ards ncliidin �v^ittuaw.limitation, � , VDOT's Cimneadc Design `tiiw Route 29 Intersecciwra hnptoverncnts sliall be determined w he auhstantiaity coin?feted by i) ncc sllbentatrle 0xinty Bngincer, or ika de%hpp=,, or ii) when they arc constructed, inspected anal the VIXt'f' cunstruciiau lavttd is released, or iii) a VDOT offioial otherwise cvnfirrtvs thal [hey are substantially comptcre. C. Aa"wv��qulcvard l;rzrmacii n. Pumuarn to road plans approved by Vs)Crr and it tenperary construction easement and mainteaanex aorcerncnt approtW by the Comity, the Owner shall eunatruct the At;"snvaaid Boulevard C.tsnftmian, as emcepLuafty dcpicte.•d with iamprovenlenis acid landscaping, shaw'n on Etihitul C, A#]isvorad Hrtu[-varcl Colhliecaru[t (Ashwwrl ®uulevarci Cvtnt.e:-lion) The #Lshuond I3oaletiard {;onnuctivn, which iFlctLldas a pertestl'iarl ctinnec[icn, S rM be 15o"&J prior to mind plan:ipprovaland s0I sianliahy completed brier to: i) due issuance at the Trve lntiiidnedtlt (S(Hltb) Tenniu for at aitvslliatg (arena` than a aatult[-frJlnily dwelling, rlaaiatad Lien u 'n • a t,g, t rsr 6 horn,, rrsf hvmst ar caae,alesccnt facility) or ri) lhv issuance of fhe cirjn hundredth (81kith) Perniit Cur aty dwelliag type %dth6l Tl a 1'rojeeat, whicltewer #its) 0cen s. In any cwalt, OWncr shall ban coniple,Vd Ihtr Mhwrrud Boulevard Ci)nncetitur prior to Ilse comp etion of tile wertem cxIemion ofAnhw000d Beulcirard to Berknxar Drivra LVCPSSiwrl. l Uitu I. sut.b tJnla as the Caen ctrrm'1. ,. 4 d I ma lu taJbtrtit the a+tshwUtttl flnulevsa'd Ctmiterlinn for public uedicatioa, the Ctwaer Siradl tsi res,Oursible fur all tnaititenance, repairs, bovding anal in5ttrrutce at' the AW-wVoud T4eulcyard C'onacction. Tlxe Owner shalt submit a temporary comtrucJcui casement and 11,13 ilcrance dmentent ,hat is aeelptchl2 to the County rpriev to appra4* of road #dares for Niase i rcxndw4y hnprovernerats. The {boater's impircivements sliall lie dedicutesd, Iegethter with the Cow-tty-owned r'ghr-ar--way at such time as the County & Lcmimes to subsoil [tic Achwcod Boulevard Cormectitri for publie dedicetion, The Ashwaod Boulevard Connea:tion shall be dererin incd to be substantially completed by-, i) the rllbvatarle County Page Tot'10 Engf leer. or its drisip lea or if) when it is constructed, inspected soul VDOT' lids accepted the. hwavrl Connection for dedication, or iii) a VOUT vWkial ctherwise atoi firms that th'ry arc substantially cornplelc. 0, 1?difp_iviill8 Pnrsrrunl to road pinni rpproved by VDM, the Gwrper droll constntcit a two lane road cannecdon from Rio Mulls Rcud IQ the newly-nrnnstraJcted ilerkmar Drive Exicrusion in the appnaatinrate loemioa shown cn Exhibit D, Rio Mills Roadway Corwseetive ("Rio Mills Road Connection"}. Thar Wo. JIr'fills Road Connc.tinre shall be substantially, corriptetvd prior to! i) issuance of the two hunclTedtli (2OUrh) Pernilt for k d'wcliing unit (outer [hart it multi- family' chvelling, Assistcd LivIP& nursing hams, rest home or ctinvaJcswol facility), or €i) the Occupancy of hvesty ftvc thousand (25,000) square 14.4 or more of [tVn-residen[i al space within Rluck 1 ofthc PrujWL w[tich cvcr first occurs. With the : first final aubdivOicn plat, or first final site plan for any of the Froperty. L=[udfng the anbdiviSi it of $lank 19. Other shrill dedicate suFGclurit land to pannit die construction of tire Rio lVTE15 Road Cormection, (inclndink right of vvpy 4fTd grWing casetrtents) as conceptually shown rail Exhibit D. (The dedication plat for the Rio Mills Road CohnuuVon shall not be approved until all road and Infrastraeturo plans are approved and t;onstruc.'ted or bonded). Owner Shall bear the cosr3 asauclollud wit't prcparalion of the Ric Mills Road Connection dedication friar for review and approval to rllbcrtiarlt Calmty (the'"County). The Rio, Mills Read ConuNlipin shali be d_turmined fv be substantiat(y completed by: i) die Albemarle +Couetty F.n ' eer, or its- t� desigiwe or ii) when it is esnstructcd, inspected and VTlC T has accepted the Rio imil€s C:oFanvilon for dedication, or iii) a VIX)4 of 5ciai o0torwim gonrirm3 that they are substarrtiulfy cumpiete. E. izanail SIMp_ The C)vrrer shall construct a Transit Stop within )lie general location silown as a proposed 'transit Stop oar the rApplecatioal Plan (ke'Frmjsit Stop"). 'The.Tt' dnsh Stop shall be: dtx;ignvd and constructed in coordination with, card approval by the County Director or COMMIJnity lJbveloprnerit and Regit,nd Transit Authbr'tty (if in place) and shall into ride a Acker, inoludin6 a rast beach, pedesvian access, and sigrmpe et3 nab to or better than & currcnr transit stops Air Char[ortewil[e Area Transit (CAT). The Trari6t Soap shall be installed curl cwrnpletcd concurrently with the i istarlation of surrounding roads and sidewalks. within Black I. The Transit Stop allot ahova refcroBced features shall be drxliratcd tO Public LISO, or the Owner shall grant an cascment as necessary to 011ow far the public access and usaZa of such facilities, F, Pubfic 'l°ransit Within si!ety (60) days of harsh services to the Property kovIng> cracnknellcod by CAT, a rcgiunal traa:sit author", or QOcr pt4vi4tr of lTansit service. selected by the County, the OLvner shall contribute Filly Thousand Dollaris ($Koo0) to the courtly to ac used for uiopentilng ex, enw3 rololdog to transit service to the Prrolieri;; and Owner Adult WWkIte Fifty T11imlalt'dDollars (F50,000) to the Courity each year thereafter fora period of nine (9) addit-,oarai ya",rrs, such that the cash contributed to the County puvsco et to this Proffer if, shall not exceed Five Hundred Thcnasand Dollars (SiW,000). This ntonatia, contribution in years tu'a (?) Ihrolfglh lou (10) gall he pain by the allnllvwsary date of the Am[ contribution surf each Satoh contrhburion 0WIf N conditioned MPOM trariit service being provided to the Pioporly during die twelve (12) month period prior to such contribution. (i. trwrlfo J' Ff';LA1glAW1r g. '[ire owner shah! est;ibfi.sh C,0ostruC(klI1L endrattees td rite r Pru eat [I'r locati a - p y ens as approved by the Cowry and \ 13Oi' as pair of the Erosion and Sedltnt.lrt Control P€1 i and Site flan process. Daring the period h which u!1 roads will he t:Onsiructed within the praperty (and until completion), construction Iriffie sliall by required to usu die Constrnctinn Ftitra noes as designated in the app owed Erosion and 5@drarTprlt CLJJ1V91'Flan. The Pago3of k0 Owner shall prohibit such cnrcrrirclton iruffiv fr'ohd en.crias the Project via, AshwQod lloulvvard ahrl lddlttgOincry Ride 1Caid. Cinuc Ilte. roads arc coax lAcd acid dedicated for ublic: use die P P Owner sliall to kilger lmvv, Illy authurity or responsibility [o regtalate triliic thereon. h!. Rupd En pr�ovgrm4nt3.S riretatty_ The mil irnpr*wmcnds listed it Nraganphs IC and 113 (tire "Itrad Impravrfmafs")„ aboi`e shidl be constructed in aUmrdarlaw with rmd plats stionlitted by the t]vG'ner and approved by VlX)T, and shall he dedicated to public use, All of [be.. Road Improverner.is shall he desLUmd acid constructed to applicable VLaOT atlandarda, including, wirltvrst liulitalnon, VDOT's Grom,trio Ueslgn. 1. Pw1etrda Road llaaho rrJwam3. Witlain nnety (it►) days after die regTdrst by the COUTay and liiv myipt oVflI by VT)(',Yf', Ciwoet $hall cruse to he inglid:ed, at I)evnerei expense, a Linty€, sigh, l at the Polo Grounds Farad arid Norfolk Sonnllem Railroad OycrViiss. if, within tau (lu) your, after Ilia date of issuaancz ur the first Gaul CO :roT a sinf;le f3Aily dweFiug iw'iihin [Ire Project, the Cmilly has not to rc,;u Ated, Carr VrDOT lass not approved the traltic signal within that time period) the Vvrrtcr slualli 4c rcHevesl 0 My dbligetluu to install a traffic sip;lial. 2, Traub Parks anal, Civle Snares The cmIV. r stud, prevt`dc the following imJprowernerita cation dieiarrilts;rty; A. _ et A P41tritive trail network (Ihc "rrafl Nertvoli%"), conshunt with the county's dcnign 54andands tar a Glao B. type I Primitive uaIUM trail, viaali be mrafalishetl Mikii❑ ttie Cirtcilway as •desoribed withiia the Ct-iele Of Drvefopment. The general lavtion of the ')'rail Ne[wcrk is shown on the Application Plant however eta et trail loco tiuns shill :ic daterrnined by the (Iwncr basod pit site uotat ifiaas and fn eoordinallott with the. Cotfity. nutallaiian ol'the Trait Xttuork shad con n t Bruce a:{1rle: urrenti ' swath the sate Ivor for tl k w final !slack det.'elu �d w } w .. tllt[n she. P Project aril die J cnlir�e trail nenuvrk shhall lao substantially carriplcwd FriOr to ixsnance Of the lute hundredth (5001h) Fennil for i dwelling (other thun a Mitl4i-fa tlRy dwelling, Assisted Living, marSinls beatnc, rust Game or s:anvaiirscenl facility) syiihin Thy Project. The Trail Network shall be dote:rntitrcd to be substowiatly vo)xpleted by the Albu naric County Ergianeer, Of its desiwce, U.pori wrttea rcqucsi by the Ca;;nty, bill not prior tat the isauiark-i' Of flit fj vc holidi'cdrb (50t)ih) Permit for a dwelling wiL}rdn the Prwjeo, the Owner shall dedicate to the {;aunty an casunwu; [Or poblie use over the Grecuway arcs, as slxoum on )lie Applicadion Phu. Prior to Sie Umiril_v's -cc,umi to dedicate such sommew, the Owner may dedicate portiotrs of the Greearusy Ily cases •ui I c tl uneurrcl. y with one or murc subdivision plats for arras tying adjacent to the Greenway; provided Iravv'eacr, that Owner cony reserve hu tue:t eaecmtcnts, Hosts of access for #trAn& iiWin4 thud nn:Autouanca. Hitch subidiyision plat ahuil dt:fAtt the Ortwnwayl area to be dLcliealcd and shall ht-ac a nrdaffon that &h Oicenivay arcs is dedicated to, public use. if, at (he time the County requests dcdication of the Gretriway, tiny )cart of the Gmellway 11ml has nol been dedicated by subdivisio4 plat. shall he (within sik (6) nioutlis of such request} nt OL4nce's cost, sure +ed 3 iu€Ceti and recorded iw' e tTiJ one vt too de ei' t ro cxlgofrasmttcntdedt'adOo. t pursuant to vignege plait sMfovml by the Rivraura Water*W Sewei-Autllwjlp (tIw'?JWS -All, ruse OWLAOT shill install signugo alone. the Trail NOwctr'k witlin the Will Bresk Luundatitui Zone dcsitti:iniag avmcua[iun ,autos. t'signagt -hull ba inatallcd &q the Traih l+he[x;'orlt is tstab[islned. E1g�ai, iLS3v4k i9iJa %• 'C17 owucw skull pfpvide nut begs than 3_71 ilom of land `,vithhi rill: Vrojcr:t for Parks and Civic Spaces as described in the Code of itev'etr riieol and generally shtawR oil Ito Application Plan. Each Park car Civic Space shrill bt, suhscandally eastnpktcd pricer to the lssuntAW of the fonialti (40Ihj CC! li)f to rasidtntlah dwoiliog uni; lu die Altak fu which it is Page 4 of l r) located. Parks and Civic Spaces shall tw cunv'cycd to, and ttiatirdained by the Owner`x A"Licralion. J. Ca!h Vro(Ter ror CulJital 11rilfrov'ettirn s 1'r ii eta, A. 'The 0%viter shall contribute rash on a pox •market -rate" dwedlitig unit basis ill excess of dIL: d[utilk''r of units :hat err allowed by right udder the zoning in existence ptivr W Phu approval tit• tnis ZMA 20ij-r}p7 for the purpctm of addressing Ikrc frscsl itttpsets of dcvelopinent on rite County's public fncililies and infraastrttctatr, i.e., 9eta9ol5, public safety, 41i'daries, purls and transparlalis:n. l've the purpows of Lus Proffer J, IM number ormils styawe"d by right ullaer the 1i-1 Lte5iknlinl zoning is IWQ hundred six[y,ninc (269) sio&-Gamily detaclwd units. .4 "market rate" unit is arty dwelling twit in tine Pmect that Is -riot cithes a For -Sale At%rdahle tdou ing Unit or For -land Affo"le Uait aR dcsurilrsrl 'rn Pvorfcr 4 ('Mwker Rate UniC). Tire cub l;Qm(ribudurts shall be Seven `1"hou"n Titre- IiuridrLA Thirty-thfar anti IVII10 Dollars (37,339.18) for each single family detached Marko (tale U114, enher Than n ctinsaructed For -Sake Affordable Dwelling Chair iwilbiti tlir Prrrj,ect sluntifyuag as such ender Prof er 4. In othri Words, the casft contribution Iva inarkel r,t'e single familyun:ts Alltl begin ARer the is'.turutce ul'a Co for the 2B9:h. siagic fanadlydw'ething unir and prior to [he issuance ofa Ce) for the 270rh single fain iv dwelling unit. The cash cvallit Limns for catch ssinghc family a[tttaml Market A.9c UAIt shalt be rive Thousand Four I€utadr-tl arid ircrri-raven and 571100 Dollars other than a conswoclod For 5aleAlT0rldable Housing Rini) or a For friar Allordable Housiayt Ua(I within the Project ni]ect qualtF}'iiag tea such under i'roffrs 4. The cash coaitribulitms for raoh mudtifhtrtily Haricot Ttalte Unit shall be Seven Thnusalyd Four Hundred Mineteco anal+3t1100 milars ($A,J 19.y 1), other than it constructed For Sale Aflnrdublc Hgw0ng Vnit to For Rent Affvrdab[c I fotising Unit wilhjn the Project c,uaUtytug as % h under Fruffcr 4, 1. r�ffuftiuhls $tuusifat?, The Owner sliaLi provide aifiu+viathie houxins equal lu fifaavn ptarccrut (15%) or the totat nlranbcr of residential mails i;cuntruvtcd ors the Prupv'nv. For oxttnplc, it ow thousand (1000) total units are constructed is [be Prgiecl, one hundmd fitly (150) units, or their cquhvakw, are resluired to be provided Ira satisfy this Proffer 4, subject to paragraph 4C. The (-)evnarr or its successors in interest reserve the righ(to a feel the AlTUralabla housing objective through a T'ark.-ty uP Wuatng types, inctuditig brit riot (muted to fur sale ands.•;. rental units, acovsawry llltit3 air,' Ctariage Units, ("AtYordivble UNW)l Or firouy,it ca517 contributions, as'note prarlicuiarly dexribed in sectioaa 4A, 4B and 4C: below - A. Fe�ir-Saalc Ai'1 y[a fItxts�itte [fn'ttq, All purr.=tt& 'rS cal" [lea For -Sale tifl`ordalvJc 11nr;tying ittiJS, tdeiincd below) shall be approved by the A!be-rnar!c County Housing Office or its cleaigdcn- ,Tar -Sale Affordaba Haustng Unils" shili b6 dw-elling units offered for salc iu prior for vwbiia hous&- olds With incun." less than ct ,hty percent ($0%) of the aar;A 111041a int;Uitz M&Y Qualify, and surd€ tut uxccud sixty-flw percent (65'%) of VHDA's Mnxtrauua Sales Price for first-time hourebuy'et`5. .t ho Dw•'er shall pro A -do the County or its designee u period of lane lruudne it lvvcnty (lac) days to ident;Fy [tad prt4gtaalifj' In cligibis purchaser Ftrr-Sale Affordable Housing Uttits- I'lie card trundred Iweluy 020) day laerioil Shalt C0171171LOW0 upon Wrhrrn a ARXI tram the Crivaier 11tat the: units) shall be avoiJavle for sa:e- This nolioe shall not be given tnom than. ninety (W) days plot to receipt ud Ihc Ccrllfc:ale in Ciccupillwy for the applicable For,Rile Affordable Housing unit; Ihc CtOrinry 01• its designee may then have thirty rM) days wc'it!lbt which to plovide a qunlifxed purclwacr for such. For -Sate Atforu' able Mousing R nis., If the County Or its designer doers not Fctside it qualified pure!w3cr during llio ane hundred lwou l2dl da ri t e 9 ( ) y 1� net, h ffwvra:r sliall have the right ro se11 the uni[(s) without any re�tr.'cxivri on sxles place or iategtrte Df Pages nt't0 !Ise purcbnscr(r). Carrrlagc Units, as Oarte4 in the Cade, �Iwli alA Wmd MrOlthvdivpc rant runt (25°,ro) of the Total Aft"vrdali1 eUnits. - A. Etir-ltant Ali vr+ fusinf (1) &-nial Rates. 7%e Iru r1n] net :col for each rental ,rousing unit for which Owner seems qva i.icatirrn for the plupMu of [his Proffer 4. ('"For -Rent Affordable Housing 1J0-)shish net exceed the ihren-cutTenl'rid arpplicabie dtascimum net rent rate approved by the.AliJC1ntrte County J-Ictlsin3rtffia`x. Is each subsequent c2lendaryear, the rtivrithly ne[ roe[ for each For -Rein A ffordable Housing Utah may be Lacx'eased rip to three percend (3l0). Far purpose Of this PlvJter 4B, the Lean "riot relit" inea its that the rent d9gs not include tenant-faiid utilities. 'fi-.e requirement that the rettis far such :For -Rent Affordable Hctising Units may not ex-,V?d the rnaxinlunt rents established in this puragraph 4B shall apply far a period of ror. (lo) years fO[lorvir'$ the state the +ccr iEcatC of elccnpancy i3 hued by the County for each Fat-ilcal Arfoidable Housing Unit, or until tho units are sold 2& ivw or inod2rate m5l Mills qualilyidg as'such under either the Virginia hdowing Davelonntem Authority, Farmers dart€ Adnu'nistietion, or flouting and: Utban Dovelopillent, SgCTl9n S, whicilever Comes first (dlte "A€fotdabla Tuna"). (2) 'onve tn1;i_c t. All deeads cam.Tying any interest in the For -Rent Affordable Huusicrg k nits during [lie Afrordable'L'ensi shalt contain ian a recitfngth t saclt snit is subject. to the tetras of peregra+ph 49. in addifion, all contracts pertain[ng 10 a conva v a ace of any For -Rent Atl'ardnhle Housing Unit, r•,r tiny part tharrxtf, durinpt the AfFordaablc 'farm shall contain a compicte and Fall disclosure ca( the imiretions and 0anireils esialiNlied by this patugruplh 4fi. At least thirty (30) days pr(nr to th1. V C Cwl Y@ t antC e# an mtcre st Cr, rat , or- Y Ltdrll Affor6ibic Fa t1S. g Unit during the A`fordnNe Term, the then-ciarrent Ownea shalt notify ore County in wntirat; of the Y van t:]anea: and provide tie Heine, addretg and tclepltane dumber of the pvtcnlial grantee, ..rid sls'.te that the rc[Itt'ucmenr3 Oi'Ihfs paragraph 4Is(2) ltsve bec+n satiiii.d. r (2) I�e nvrtinb Rcnlui states During The All:ardabie 'i•enTr., within thirty (30) slays of each ru'nlpl or lcasC terra for each Etir-Rt[tt Aftardaptle Housing Unit, lire )lien-cur2ct t?ienwr shall provide to the Atbemarle County Housing Cwtlice a ropy of Iho rental or lase agrec:mcnt Liir cacli such unit mnied i[aat shoWS rite 1-6ated rate for such unit and The terra of the rental or [ease agmettletlt, In addit[011, doting the 11llurduble Term, [Ire then - current Owner Shall provide to Cite Opurity, if requesud, any r4porl3, Copies ut rental or tease agreerneilSr or other data perfahning t0 rental rates as tiro rouray rosy trasrana[ ly r¢uult0 C. Cash in 3qu ufCliir Scalp A h I] In. I tau OF cons meting Fur -Sale, nr Fear -Rent A (fordable Dwelling I,jnhs for fi ficen percent (I59A]l of tin t0taluutnbe r =' t o. Jr its due D • rx iris r. m, h -Ile titm cut i Iirafse n cash ati f' oft tITIbU IUI1 Co PLl€xMarlc CoafJty fan the ap`fordabhr hutising progrttlil in im irnount of Teeny -Four Thousand Said Three i lundlred Seventy Fivc Dolhers (524,775.00) (the `Affvnlalde bowing Cash Prefer') for each sw[i, unit as follows: lice Owner sliall exercise like op(iun W IuOw-, and t[ureby Shall pay Ihc Aflnrda* Housing Cmh Proffer to tit Carat 'f T I .[he A_fardahle li c.sin u' y. o t tierricu[ not be en earlproportionally 6 a4tact Othurwvtsc ' in fair 4 4 ) itistallnuentst after an inspeciiun avid prior la the lssuaricc of approval of a co rur each cf the two hu❑dreailh00trt), Gye brad with (59Utit), eight buadredtlt(I300th), and Ole thaansandlh(i0Ll0th) duelling unit wilhdn the ProjccL The Torah Cash Ill Ilea c`ontribu ic,; due to Alberolide County at each of the tour (4) Payment periods as noted above shall he LAruhtted baled on the tots[ ttuanber or Certificates Of O+xupamty issued for Market Me and Allprdultle lduusing Uiilm Pawbofl0 Cog EndeS, 8cginniirpt January 1 of each year following )lie dppreva: OF ZMA 2015»007, the amount of each cash conlributioa mciotirrd by Proffers 3 and 4 (collonively, lk "Cash Contributions" ml individually ,Cash Contribut;1 ) shall be adjusted anauaily until paid. ter reflect any increase or decrease for Me procccciiny, mlendir ,year in the lvlursha[d and Sevifr Building Cost index For niasonrY walls In the tvxiid-Atlanti' C-MSI'y. The annual adjitatment shall be made Ely multiplying the proffenrit {Wash Contrihurions anionnt chua f'ur the prvve�ding year by a fraction, the aultionuor of which shall be the NISI as o f Eivwnber 1 in the preceding calendar year, the deriotaramor of which shall be the eMSI as or December I in the year pn:cedinpl lite calelldsryear must nteently ended (Me, "ArmW lymeruagt C"JvLkAol). 13y way of emimple, the First winual IdilisLinnit shall he $7,333.1h x Zia 17 ,'v1SIY2DI6 MSI, Eacta annual g0Jg51JWfl1 Shull its baled on the amount ofthe proffered Cash Coinribut:ion due for The immediately prrecding year based on thee f0rmulo contained; in this proffer S (the amnnnt derived from such forittula shall be referred iv hereinafter as the "Cmgh Cootcihuticn )lux'), prov(rl dA hovfVvvr, in no ;,yeah shall thv Cash Contributhon turtuuttt pnld by The Owner be less man Seven lliovsand Three 1-twidred Thlrly-three 18!100 Liollnrs $7 3J3,18pW Itillgle Airilydeta6hcd lvlaarket Rate Unit mud five Thousand Four hundred Forty-seven and 57f100 Dollars 53,447.37 per single family altaclLLd i4larkcn Rine Unix and Seven 'P'hausand Four plundnvd 'Wlinetccn and 4 I04 DoJ,n ars $7,414.91 per multifamily 'liarket Rate Unit under lsrofTcr 3 or 'ftveaty-S0(rr Tlrvushs.d and Three Hundred Seventy rive i]ci[laas 524,375.00 per affiorda6le dwelling cant wider Proffer 4 ((hc "Minlmup t CaSh C'onlrlbuiivn'). The annual Pen;renlage Chmiage shall be ea!otilateed ea,:h year using 8 the Casix Contribution L}uh even thauyfi it may he less ilian the minimum Cayrr Conlribution, H0WRV81t, the arrtntm- Paid by the Owner shall trot be less [hart the Minimum Cash Contribution. For each Cash cemlriGrllian (hat is tieing pald in Increincnts, the unpaid hicretrien'xi payments shell be correspondingly adjusted' each year_ 6. esllt For lit -Kind Cautrlbittiong. 114rdvi#tlintanding tiro provisions vithese Proffers to Ilse cimtrary, the Owner's obiigaticn 10 pay Cash Gont;ibutiorls shall nut camntaTim urtil the dumber Of units, to which I1011 Casll Coriln'btdiom apply have been completed that msu.ts In whal would otherwise have been a total Cash conlrihutim equal to llleetotal valim of: i) the Elemental, school Site, and r'e'a[ed Improvcrracnts to be eornpletesl byovvoer, ii) dir High School Site, lil) the Trio Mills )toad Cos ncctiolk iv) tlnc Polo Grounds Road Imprnrement% nr) Route 29 Intersection Irnprov'ts-nents; v7) Asli"'ood BOId4v8rd Carinertiatr, an([ vii) the 'Grail NOwurk. (collectively referred to as the "hi -kind CoWibution"). The In -Kind Conlributivn shall he S31.086.662.W The in -kind Contribution refle is the value of the Itnprovoarerits that the Cmner has cammltted to make in drr se pnxrTer: that are for the bFneiit 9itths p'ablic. In tFlher• words, the QWner had riot be required to pay any per unit Cash ciintr[buliuns and[ the lime of the issuance of Ilia building polndI ftrr a new unit eonrpletrd after aaplidying a credit: ror the In -kirk', Coal ribul ion. ht iJie event that r}te Prvjgclt is eomplelod prior to the balance of the to-khW Conuilslttlutt biting oxhausded, Itay rerna:rdrg J11311• a of the In-kbid Contribution inay nrn be applied for any other pglect or deveiopmeni. 7. GFetxleprairx $c$oetl S Within enn year after ve-tItfen request by" the (:`canny, but in no event earlier than one }'ear al#er the date of imliaree of Ihi first (I") CO istru(A fur a-;IwalR4 Within the 1?4ecl, the Owner sttall dMieruc to the Comfy. by Clcilcral Wiffmory Deed and withou consideration, fee simple zille to a parcel of larxd fur a patbGc elementary school of, as sttawn on Figure 1?: r#ro.)kbill Sctwo". Sits E.v3vibit end lateted "Bloleatory Sie:lovl Site" (the "h'.Icmentary school site';#. 17te Glemailary School site shall net be less Than sevon (7),,eras, and sliall able: a p-iblicly-dedicaW right of tvs[y, 'flat Elert;an wy $ghoul Silo shall be a grrtded and compacted pad si'.e with avarr•, sewer Bind electricity utility ewirTectienrs constructed to the PageTcif 10 edge of tlw placed to accommodate an cleatientary u;huot arm cling to standards of im C6uuty seho6l Division's Building Servlccs Department. At tiie option of the County, and in lieu of the cotisttuction P` a school, a public puck inay be estivblished by the Goutny rJn the Elranenlary Schoo[ Site. S. Public Trfert SeltooI or lei stminonal JTsE Site. Wi Ihiu one •veaar ,after 'written rcquest by the County, the Owiler sitalh dedicate to thi; Crounty, by GoneraC Warlmnty peed and without consideration, fee shnple )tile to a parcel of land for a public high schocl, anct'tir such other use as the C(ultty tiny determine suinble, of not less than sixty (60) acres abutting a pulahcly-dedicated right ofvv*, as shown On Figure 11 Brookttl➢l Schools Skits EKh,!Nt and labeled "Hiatt Sehoal Site" (the 'High Schoch Site'). The High School Site i0mill be conveyed as-L. without any improihdne"Is or evdirnnt; as tosultAllily. 9. I-FiNtprric Resourcett, A. Yatiunal Regilcr of Hlstorir_s 'li ihs f' 'Ihc exislltrg BrockhilJ dwelling, is eligible for The National Register of Historic Places. Owner shall addres> any adverse inipacl to this designation as part of ilxe Section 106 Review under the National 113storic Prescrvadion Act or 1966 Q41-1'A), which is administered by tho Virgdoia Dapar[ment ofHistoi'ie ReyrJtuees (DHR). 13, n eAecy IX lima-aillcm Owner sliall i) delineate any celneterle3 encounicnad witbfn the Proj .s on Iltu site plan or subdivision plat for the area In he "avahoped wllidh conikins such celnelery or cemeteries, acid 10 sumtil a treatment plan for any sucix cwncte:ry for approv$I by I'ta; C.olmev Director of Cornmurdty l)evelvpineat , or its flesi'olee at die pl.'m 0r plat review. C. There shaft be no land dlsaurbarice by Dwrior or uy arty of its licensees, or suu:essrits Ofthe Woodlands Camp located in the Qaenway Area and iduntirrehi in the Phase IH[Stbric Rrsoutces Study for the Prvrjc'ct. This Proffer Statement may be executed in any run ber of -counterparts, each of which shall ire an original nnld altOf which together shill ctl"iitule ;rut one and 114e same instrolnenl. [Signature rages to Pollowl Page 8 r,r- is TH of GT �1a SCOTT R. ('0I,IJNS1- Lic. No. 035791 1 P0� 0 0) r 1�- Z M M O N aaaaaaaa� CY') n N O N N LlJ zJ J_ U-1 0 0 J zQ = U Wi Y w U) LLJ ZLLJ lY l— rrrrJ w Q OO O N L�J 1 TI TI C6 Q� W IL LL O d V 1 U 0 MJ W J T�1 0 0 LML W w J U w � w � x a rn JOB NO. 182150 SCALE N. T. S. SHEET NO. 16 WIT-E_` ,'S the 9411mving sitimium O'FI7Nk,RS of T*v Map Parcel 04600-i31,1,M-[li$d0: Bv: A ELTs`.rkkA��.-h [)GI.IY3] l�ucA' OWNERSdi"as Map Parte1WW49lidlRl01 : BY, 7 f]� —- Es R. %� f)WINER o€Tax Hap Rimui ii411-0"1000; CROCK11FTTCORPORATIOrsf, a. t'irlinia. crnnpmtkm BY., C Y, Am 0fieruiah. prs�rden#wm Daft: le, / ,V b ui`fax KRP Port,&} 0460(*40-fki- 1880: HORNIAND COR001RATION, a Virginia ocu t, €ion OWNRL$OtTaxm''IP!',rael(ptlrlH}.IJi1-CUd3TRT10: CRA.Fi-ON cOx:!'4>'Tt.a"i'ir7il, a-kitt`3raa euri.+4Tatimn AimU f-Irt{0'T'rm5w=1 Date-- ...._.4 — i3R60XHIL'L LU, , a''Y 4%5nia Iim tad 141AI tY actrsww {OShcract I'nrebAserj 13v; River amd mw mom' fix,, Manager h3Aaaii. T'arILV°.1't�sislc __ 3i�$] I9i f7 Pw 1+3 gf30 ,} t soh I �p •I `` f "` - t �—,_. 4 = 7 a � •T . _ I �� , i _� a FPHAStti � INTEiS£�ri0F1 e irvrEas��noldx x r � dRCUNUSROfrYP tl9TH �'OF a.; ,�'h �' . E7CTEivvD'A(ESTi7ClG'N'3 RIGHT-71#IiN '�' I-._�•�Y _ �yr , i"in a*A POLO CAOUN05�COM +r, �..•�'�-w,� r cTOIdI Sn•:U9i 5'TfJR14t3€TLS and S'6� PIRA5E 11 INTERSECTION r < $T gKNA@. '1MKOVEMENTS rt ° " LIY rFIJ M1IJ-5 QA1a ATA -• ,INTE85tiCT�N a -r • C{3n�irHi1CTA5QU1kt&3L1aPJ _ LCrT'NAkh4FQ {aIR�iH7TUHN ! - - CDNSTFQa AN R+l5T843U-A-n Hd4 III AROADWAYLU-T.Ti1I1"3UNEUNnLCy PROADWAY lA.'S4sR"III RW _ 49�W kQAQYrYTf1 s50 fe@T GF ,# - EidTGRWECTAUt T 'tea"_ � r:oa;�TK�+c`rwxrr-tT-NrTa+. F ! ���`� - _. - RW3GWAW FN-rRpNCG747 P.GtlTE;y � Ci3 NSYR..�.TA Nf7RTHB4iLrtO RtCiid f Pi•W.SEitROADWAY iMPIOVEIr1ENTS 11yv,T6t2a'QE i;{A5 IIN'T:ER4EL?Tk7P! ' i 0 - iiLePf(()VE�:SErJTS= . !. P°W'L.5£iERdifiRSE�CT19c,1 1 , Ik -R VEI,< r5 _ PHASE I ROADWAY 1$qpROVEPAFS77a • . CaNSSsi�iTkC+Rtli n.F. J {•' RL§AGWAY TO PROMA jW I C i1QfiN LONER. I Q R`4HT-TARN LME -. 9E: TMK PAINTER MM"N7O t PHASE IV INTERSECTION rt � PPtJL IBIS =STE3 NtlL�F7 •rlksi IMPROVEMENTS � iMi¢+-3�'AiwrroilBBe?tJLEVMZx � kr'1"Yi sua tlF �itlRsrs . ��941D Pr _" ��a � s - 1� i J � 'ti..'. R@rTT�`Y'E EASTeSe7uN0 Ai'+fYP.itlO c Al : , i (%Cali� FGRN €VA:TUKLANE �-„irjllYf t'Wa3vIG I R # s a1 PHASE MINT&PSEr:TI(3{ Ie1TERSEc'110td5 ' t c�rrSrrnR-T_cn.+Txt�aur'au RORr 'AI' M PROVYIJE1L1 LEFT- - PHASEIIN IIERSEC'TION' PHASE1VR,' dA WAY 4,t+' T"tR�M�NE,6}�6talRKi rY TutM •' `4 §'�'-.J�hIPkO+CiviENTi 1,%WAGVFMENTS fit% F,fiHE _ f CMKSTRi1CTANE'Mr0i?N13 LEFr- .::� nl .� '"` / • `ri iN iAetiE OrJ P43xLfiWUN+15 A^id�•pt�C, k QROORF41LL g.ryf4C PHASING PLAN R4/S`�'AY iAHrlls§p'�F ST{7R�S:GE � s c PROPOSED SALAMANDER r CROSSI14G TOTAL) ` v y k.. 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