The URL can be used to link to this page

Home My WebLink AboutSDP202100031 Plan - Submittal (First) Initial Site Plan 2021-04-05ST O P STOPSTOPSTOPSTOPSTOPSTOP EXTENSION OF ARCHER AVENUE TO ASHWOODBOULEVARD TO BE COMPLETED (UNDER ASEPARATE SET OF PLANS) IN ACCORDANCEWITH THE APPROVED BROOKHILL PROFFERS.PROPOSED GREENWAYPROPOSED GREENWAYPROPOSED GREENWAYBLOCK 12BLOCK 13ARCHER AVENUEEXISTING PUBLIC ROAD77' PUBLIC R/WFLORA LANEFLORA LANEFLORACOURTOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEEUSTIS AVENUEPROPOSED PUBL IC ROAD61 ' PUBL IC R /WLOT1LOT2LOT3LOT4LOT5LOT6LOT7LOT8LOT9LOT10LOT11LOT12LOT13LOT14LOT15LOT16LOT17LOT18LOT19LOT20LOT21LOT22LOT23LOT24LOT25LOT26LOT27LOT28LOT29LOT30LOT31LOT32LOT33LOT34LOT35LOT36LOT37LOT38LOT39LOT40LOT41LOT42LOT43LOT44LOT45LOT46LOT47LOT48LOT49LOT50LOT51LOT52LOT53LOT54LOT55LOT56LOT57LOT58LOT59LOT60LOT61LOT62LOT63LOT64LOT65LOT66LOT67LOT68LOT69LOT70LOT71LOT72LOT73LOT74LOT75LOT76LOT77LOT78LOT79LOT80LOT81LOT82LOT83LOT84LOT85LOT86LOT87LOT88LOT89LOT90LOT91LOT92LOT93LOT94LOT95LOT96PROPOSED GREENWAYGRIFFIN WAYGRIFFIN CT GRIFFIN WAYEDISON ST SUTTON ST BELFORD DRCOVER1"=100'1OWNERS: TMP 04600-00-00-019B8CROCKETT CORPORATIONC/O HAUGH & HELVIN435 PARK STCHARLOTTESVILLE, VA 22901DEVELOPER: RIVERBEND DEVELOPMENT, INC.455 SECOND STREET SE, SUITE 400CHARLOTTESVILLE, VA 22903ENGINEER:COLLINS ENGINEERING200 GARRETT ST, SUITE KCHARLOTTESVILLE, VA 22902TAX MAP:04600-00-00-019B8D.B. 5346, PG. 256119.69 ACRESZONING:NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA201800011 WITH PROFFERS -APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2019)THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILLVALID AND STILL APPLY TO THE BROOKHILL PROJECT.ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED ANDPRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONINGDISTRICT.NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO ALLOW THEGRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WASAPPROVED ON NOVEMBER 9, 2016 BY BOS WITH CONDITIONS.NOTE: VARIATION #3 IS BEING PROCESSED WITH THIS INITIAL SITE PLAN TO INCREASE THEMAXIMUM ALLOWABLE UNITS WITHIN BLOCK 12 AND BLOCK 13 TO BE CONSISTENT WITHTHE ALLOWABLE DENSITY WITHIN THESE 2 BLOCKS (2 UNITS/ACRE - 6 UNITS/ACRE)TOTAL PROJECT AREA: 04600-00-00-019B8 - 119.69 AC. (PORTION OF)BLOCK 12 - 9.28 ACBLOCK 13 - 12.92 ACTOTAL = 22.20 ACPROPOSED USE:96 TOTAL DWELLING UNITS39 SINGLE-FAMILY DETACHED UNITS42 SINGLE-FAMILY ATTACHED UNITS15 TOWNHOUSE UNITSALLOWABLE DENSITY:BLOCK 12: 2 UNITS (MIN.) TO 6 UNITS (MAX.) PER ACREBLOCK 13: 2 UNITS (MIN.) TO 6 UNITS (MAX.) PER ACRENOTE: VARIATION #3 IS BEING PROCESSED WITH THIS INITIAL SITE PLAN TOINCREASE THE MAXIMUM ALLOWABLE UNITS WITHIN BLOCK 12 AND BLOCK 13TO BE CONSISTENT WITH THE ALLOWABLE DENSITY WITHIN THESE 2 BLOCKS (2UNITS/ACRE - 6 UNITS/ACRE)PROPOSED DENSITY:BLOCK 12: 27 UNITSBLOCK 13: 69 UNITSREQUIRED SPACE:OPEN SPACE PROVIDED:BUILDING HEIGHTS:NO MINIMUM HEIGHT REQUIREMENT.MAXIMUM - 3 STORIES / 40 FEETSETBACKS:NEIGHBORHOOD DENSITY RESIDENTIAL - BLOCK 5 TO BLOCK 19FRONT SETBACK: 8' MIN. & 25' MAX.PORCH SETBACK: 5' MIN & 25' MAX.SIDE SETBACK: 5' MIN & NO MAX.SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX.REAR SETBACK: 10' MIN. & NO MAX.GARAGE SETBACKS: 18' MIN.SUBDIVISION STREETS:CURB & GUTTERWATERSHED:SOUTH FORK RIVANNA RIVERAGRICULTURAL/FORESTAL DISTRICT:NONETOPOGRAPHY & SURVEY:TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING ANDBELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WASCOMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. FIELD VERIFIED BYCOLLINS ENGINEERING IN NOVEMBER OF 2019.DATUM:NAVD 1988EXISTING VEGETATION:MOSTLY WOODED.PRESERVED/MANAGED SLOPES:PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THELIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS.LIGHTING:NO LIGHTING IS PROPOSED.PHASING:THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (1) PHASE OR A TOTAL OF(2) SEPARATE PHASES.RECREATION:TRAIL CONNECTION TO THE GREENWAY TRAILSPARKING:TWO (2) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLINGUNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSEDROADWAYS.BUILDING SITES:EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THEREQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONINGORDINANCE.BURIAL SITES:NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3)BLOCK AREAS.FLOODPLAIN:THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003C0280DDATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONEEXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERALDAM LOCATED UPSTREAM OF THE PROPERTY.LANDSCAPING:A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN INACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREETTREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATESTREET TREES EVERY 50' ALONG THE ROADWAYS.LAND AREAS:BLOCK 12BLOCK 13TOTALOPEN SPACE: 1.40 AC1.80 AC3.20 AC (14.4%)LOTS: 3.17 AC5.80 AC8.97 ACRES (40.4%)ROW DEDICATION: 1.86 AC2.98 AC4.84 ACRES (21.8%)PROPOSED IMPERVIOUS AREAS:ROADS:127,915 SFSIDEWALKS: 37,340 SFBUILDINGS, PATIOS/DECKS:167,620 SFDRIVEWAYS: 47,570 SFTOTAL IMPERVIOUS AREAS: 380,445 SF (8.73 ACRES)RETAINING WALLS:RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING &DRAINAGE PLAN FOR WALL LOCATIONS.TRASH:EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.UTILITIES:ALBEMARLE COUNTY WATER & SEWERAFFORDABLE HOUSING:AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THEAPPROVED BROOKHILL PROFFERS. SEE SHEET 1A.TOTAL PROPOSED UNITS: 96TOTAL PROPOSED AFFORDABLE UNITS: 14 UNITS OR CASH IN-LIEU OF AFFORDABLE UNITSNOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH THE FINAL SITE PLAN OR CASH IN-LIEU OPTION.SCALE: 1" = 2000'VICINITY MAP:SITEPOLO GROUNDS ROADASHWOODBLVDRO U T E 2 9RIO MILLSROADRIVANNA MAGISTERIAL DISTRICTALBEMARLE COUNTY, VIRGINIABROOKHILL - BLOCKS 12 & 13INITIAL SITE PLAN PRELIMINARY SUBDIVISION PLATSheet List TableSheet NumberSheet Title1COVER2OVERALL MASTER PLAN468TOTAL SHEETS5910OVERALL BLOCK PLANLAYOUT PLANEXISTING CONDITIONSGRADING & DRAINAGE PLAN11121420GRADING & DRAINAGE PLANNOTES & DETAILS13NOTES & DETAILS3UTILITY PLAN715PROFFERSCIVIC/PARK00GREENWAY3.2 ACRES1.4 ACRESOPEN SPACE1.0 ACRES1.1 ACRESBUFFERS0.0 ACRES0.9 ACRESTOTAL GREEN SPACE4.2 ACRES3.4 ACRESSHEET LAYOUTSCALE: 1" = 100'LAYOUT PLANUTILITY PLANGRADING & DRAINAGE PLANPROFFERSB12B132001A1BLANDSCAPING PLANLANDSCAPING PLAN161718LAYOUT PLANUTILITY PLANSTORMWATER MANAGEMENT PLANCIVIC/PARK00GREENWAY2.8 ACRES1.2 ACRESOPEN SPACE1.4 ACRES1.8 ACRESBUFFERS0.0 ACRES1.1 ACRESTOTAL GREEN SPACE4.2 ACRES4.1 ACRESB12B13TOTAL BLOCK 12 & 13 GREEN SPACE PROVIDED:8.3 ACRESTOTAL BLOCK 12 & 13 GREEN SPACE REQUIRED:7.6 ACRESREVISIONS REVISION DESCRIPTIONDATE JOB NO.SHEET NO.PROJECT SHEET TITLESCALEBROOKHILL BLOCKS 12 & 13 - INITIAL SITE PLAN & PRELIM SUBDIVISION PLAT182150200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 INITIAL SUBMITTAL4/5/2021 4/5/21 REVISIONS REVISION DESCRIPTIONDATE JOB NO.SHEET NO.PROJECT SHEET TITLESCALEBROOKHILL BLOCKS 12 & 13 - INITIAL SITE PLAN & PRELIM SUBDIVISION PLAT182150200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 INITIAL SUBMITTAL4/5/2021 4/5/21PROFFERSN/A1A REVISIONS REVISION DESCRIPTIONDATE JOB NO.SHEET NO.PROJECT SHEET TITLESCALEBROOKHILL BLOCKS 12 & 13 - INITIAL SITE PLAN & PRELIM SUBDIVISION PLAT182150200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 INITIAL SUBMITTAL4/5/2021 4/5/21PROFFERSN/A1B i PROPOSED TRAILHEAD ACCESS AREA PARKING, AN INFORMATION PROVIDEC, ! ati�l� �_ 1_ v ^ , "��F` \ PROPOSED ASHWOOD BOULEVARD CONNECTION _ -- �� `� " UL� ^� c?, f�"" rHORNR J T( Rb -' �`" �� UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT \ KIOSK: �'� FOR MORE INFORMATION ON REQUIIRED BUFFER o. 9� • '7 Z, _ N �y' LL, ry Z7 LLI m z w SCOTT Lic. °� S SIONAL R. No. 4/5/21 LLINS', 035791� w E� G AND A PEDESTRIAN ROAD CROSSING ACCESS THE MULTI -USE TRAILWAYr �. Y ti v/ / _. ,, ti 4 TO c� '�c� \ O g�� c'> > y q$Hw � �� \\ (� �� - O \ oOD� - N WI a > a le,��\\-1E2p�— q I / �` WI W o J z, > w ii FORIEST LAKES •. ,�,I„ f ) �, ( N E I G H BO R F100 D :� `' U _ C -- C� �`� ��-'%r T ' Q 10 Z' Ix O ROUTE2 9 IMPROVEMENT SWM FACILITY #3 _�� /V CO .. \ ,� 4., . P : ' \� 4bB5-i c' E SWOo \c 1� ; ` c ;; COUNTY OF ' 3o MIN. NATURAL BUFFER i J� SITE R✓ WI y I� v' ul EM,ARLE c� Lj �PROPOSEDPRIMITIVE TRAIL\NITH I J G ( CONNECTION TO FOREST LAKES O Z, �� W JI z ' >, .w PROPOSED r / i r /I / ' /r J I K OB ) i I -I _._ ALBEMARLE COUNTY - t' / \ I"I \ i---�RESERVE:D STEEP SLOPE � 0 c)'JNos RO'g0 � JI a ( c� Q Q �S 6 2� - _ o Q -- /' : PRIMITIVE /; / I '� Q I 1 , / ' C -� ' I III \ (TYP.) O. TRAILWAY BLOCK 1- I 'II 1'' \ I= f I-I-TRAILS(TYP.) o VICINITY MAP: SCALE: 1" = 2000' o UI �: u 2: `i ° cn o m O r o \ DEVELOPMENT / / 1 .) �' f ' . i j B AN couRT 3 ��' GEN.'E NOTES -- c) H _o AREA TYP. / z ;' ( ) t wf Fv,. / CLOCK :1 Ds , ''\ '' Q r /', - I �I ! OWNERS: TMP 04600-o0-00 oi800 TMP 04600 00 00 oa8Ao HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABEI'H ANN OGLESBY H. �' �1 Q V J > Lu z C)PO % `.: ` ®,. EPc' RR ✓ J � 435 PARK ST 2575 SEMINOLE TRAIL VA T.M.. 46 - i8B HORNE LAND CORPORATION : % s• - ,. N�'�''.r-�-��.,. i _ " - _ D '- CON f x .� _ - " t " OPEN L] \ ' i �/ CHARLOTTESVIL.LE, VA 2z9oi CHARLOTTESVILLE, 22go2 - TMPoe,600 00 00 oigoo CROCKETTCORPORATIONI z Lu ui C/O HAUGH &HELVIN z / / ; err/�— (TYP.) �` � O th,Q ' PROPOSED CIVIC SPACE - x \ [BLOCK 1z t�` - ;-' �. / -- . BLOCK 10 ', / '. �• EASTERN POCKET PARE. J �p t ` ' } BLOCK '1 (LOCATION TO BE DETERMINED ❑ ° . , �� C� � iy} WITH FINAL DEVELOPMENT PLAN) v 435 PARK ST CHARLOTTESVIL.LE, VA 22O01 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SE OND STF,EET SE, SUITE yoo CHARLOTTESVIL.LE, VA z29o3 C9 z z O w En C9 ul z Z O 0 w cc Z I EXISTING loo-YEAR I ;''; / - ` / i 1, _ . FEMA FLOODPLAIN (TYP.)----, _ �• - �_ -� ., _ i _ �• PROPOSED VEHICULAR ENGINE ERCOLLINSCOLLIPJS ENGINEERING (f) w ¢ z w z z g _ - BLOCK `L" °> INTERCONNECTIONACCESS ---- �, C 9 DPRIMITI\ - �' /i`-T- zoo GA,RRETT ST SUITE K CHARLOTTESVIL.LE VA zzgoz Z z ;� o I~ •� O a ROUTE 29 r i PRO �/ IN. NA RAL FER TRAILWA,,�s�` TO THE MONTGOMERY o'M NATURAL BUFFER _ /;. , . \ `` ` / c, RIDGE NEIGHBORHOOD D TAX MAP & ZONING: 0 600 00 00 oi800 0 6ao 00 00 oi8Ao o� 600 00 00 of oo 4 4 t 9 0 c--� m ii z iu Z Q cn w N o 'IMPROVEMENT l.\i li ( PATHWAY ? � it 1 \ ' , ♦ ` t •, : % ... /; . = , : ® \ - [OPEN f / \ - /- / r / 1 ROP05ED CIVIC SPACE!': �� - r r Q D.6. 73i, PG. 690 D.B. i333, PG. �r5o D..6. 731, PG. Ego v cn w � J cn g Q ;, o .� U it g z o w U � _ --�--- - i I V r _ I ROUTE 2 ` - ;. � ✓' ALBEMARLE COUNTY - �- SPACE �' . ' .' { - ` `; ;. (TYP.) % " { C - - - � ' '; �.._ ..•__ �.0 % � k,. �, ;'- I MANAGED STEEP SLOPE �� s - _ BLOCK 11 , GREENWAY 4 ', °;e L / %(TYV- � (TYP.) :�. � ° !- 6. ' R-z RE�iIDENTIAL. R-1 RESIDENTIAL ZONE: R-� RESIDENTIAL TOTAL PROJECT AREA: 0 600 00 00 oi800 2. 4C. � W � � Ly z w a z oc f w O a z v 9 I IMPROVEMENT I n SWM FACILITY #2 I I ...�. .: � / - • ,� : -�� , 5;- �iiile .a / � / / - rs "� GREENWAY '� F.R s - i G v � a E3 L K:1 :� .• OC 8 _'' - ;:. `; _... ". , °a'� C - �,>- GREENWAY �>., .� �.rr. ,,,t - !�-_------ - .: .,_ -,\ ; � (•TYPJ ,P°.a° ,',',," \ / o-oo-oo-oiRAo 2 .25AC. 460 7 9 0 600-0o-oo-ai oo zo .66 AC. 4 9 7 — 2n 5o AC. TOTAL o w cn � o 0 w cn f PROPOSED so'BUFFER I AROUND VDOT STORMWATER i UPLAND o,� -, n /' _ (�� (TYP.) ° �` i, °° _ / N a PARK `` ° / n - ` \ N�\.P` _' _ 43 _ %. a.,�., r. ti 'EXISTING /4RCHAIC WOODLAND / r DEVELOPMENT 1 .- ;` "' ; J ,- PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT I TOPOGRAPHY: TOPOGRAPHY VI AS COMPILED FROM SURVEY BY LINCC LN > w > ¢ w z z MANAGEMENT POND ) ,¢ A , /' j� �r� �. C MPSITE AREA TO BE PRESERVED / { AREA (TYP.) <: r (BLOCK 3.6).1 // / SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 201 . 7, s g "' /�� Z O J 2 `- _z o / +� ... ...9 , , ... .. ._ "' `-" a ya\\ o / i die' 1 . . ,,� ° EXISTING ioo-YEAR \ _ . /� - °" ; - Ln ,psrREAM BUUFFER (TYP. °, aFt � °.: ° i ;. � .. °° FLOODPLAIN (TYP.) , / � � � � DATUM): NAVD :L988 UTILITIES: COUNTY WATER AND SEWER c N I--1'° Ln J PROPOSED RIGHT" IN RIGHT OUT 0, Q INTERSECTION IMPROVEMENTS. w + \ , \ ° , - _ BLOCK 4 O +"f' ''1 _ _ _ _ Z ' ,_ a• ;j I \ '- + + BLOCK LF _ � I�°', / I ,, FLOODPLAIN. THERE IS A FLOODPLAIN LOCATED OKI THIS SITE. FEMA MAP ID Sioo3Co28oD DATED FEBRUAF2Y y, zoo5. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF w ¢ ,n ,n w u� ao ,` � to �o � SEE 13ROOKHIILL TIA RE -PORT] Q ( + / ''� a, �., I + ` _ �' % / . \ 1 -- / TRAFFIC CIRCLE/ROUNDABOUT MAY / THE PROPERTY. ` ` �T In ` \ m rn Z > o- FOR FURTHER DETAIL a 3 jl; ;�N_%% ALBEMARLE COUNTY �• . ,CD 'MAIN STREET BE CONSTRUCTED AT THE y �• ►PRESERV'ED STEEP SLOPE " ""` -,r' MONTGOMERYRIDGE BLOCK S � '" � / _ �`� � ENTRANCE NOTES:: S '� � BOULEVARD INTERSECTION OF MAIN STREET � (TYP.) N EI G I -I BO R FI OO D � { r THE NORTH/SOUTH I�ONNEC fOR ROAD I / I ' BLOCK 3 / OPEN`CROSS SPACE- I OPEN `(TY SPACE ' - {r z. SEE CODE OF DEVELOPMENT 1=0R DETAILS ON THE PROPOSED STREETS AND STREET SECTIONS R THE BROOKHILL DEVELOPMENT. 2. EXACT LOCATION O NEIGHBORHOOD ROADWAY, �ALLEYS, AND TRAVELWAYS SHALL BE DETERMINED WITH THE SITE PLAN PROCESS. 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH - A7 t� W O N (V J Z Q ram` 1 •� +((TYP.) �B LOCK O ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA.Lu NO CON STRRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE -J > I' 1 +1-_ EXIST'ING ioo-'YEAR ' / ': '\ PROPOSE[) v ) -FLOODPLAIN (TYP.) RIMITIVE i ,tom `, �l ( I` OR FOREST LAKES. 5. THE IMPROVEMENTS TO POLO, GROUNDS ROAD AND THE CONNECTION OF THE. C1 W uj T.M. 46 i8D CRAFTON CORPORATION = - -� ,\`' _ - - - a° TRAILWAY � t=Pp - --S d f ? BLOCK 2 Via., AREA ! ID EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN THE FLOODPLAIN. A PECIAL USE PERMIT SHALL 13E PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. F— - 7 A! J J Q DEVELOPMENT / G� a 4-� J I 11` ( 10•o BOUNDARY (TYP.) fJ, ` �/ tcL�� i \ , '. `, °° `. { PROPOSED NEIGHBORHOOD CENTER I / ; 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLATut/ILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE LIJ > > to Z J i a IMITS OF PROPOSED REZONING (LOCATION TO BE DETERMINED I ° , jj: r; -? WITH FINAL DEVELOPMENT PLAN.) - 1 _ _ _ ° BLOCK 17) \ z ' I -- r ,._ - -- - o \ /� , f / r J ° �• -� 7 PROPOSED, DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT!iHALL HAVE FINISHED FLOOR' ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, ,AND DWEILLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT �� C] _ �7 -7 1— U oC LL.I J LL.I _I Q Lu PROPOSED ioo' BUFFER ALONG RT. z 9 70L9 ' 'NATURAL LANDSCAPE BUFFER & LANDSCAPE BUFFER • I - ° CLOCK: T '-�`3,: ACRE HISTORIC °, If . ,,;;;': 4 / I I �`� 'y -I- -- I o •. � ' y -- - - - ._ _ , � ' I ,1� �� r _ BROOKHI L PARCEL BLOCK BLOCK � SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A, MINIMUM OF (3) CIVIC AREAS, AS SHOWN ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE L'1'J t- � I� Q,%) J � \ / O 30' & NOTE: A )PROPOSED MULTI -USE PATH I! __ I / 7—ALBEMARLE ° °� ALBEMARLE COUNTY �ia, APPROXIMATE LOCATION OF I , IANAGED STEEP SLOPE { 1 : \ ``J /� AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES STORMWATER t� _J �� 0 J = v) J J IS PROPOSED BY VDOT ALONG THE " '� __�' (TYP.) GREENVAY r / HISTORIC MARKER FOR THE f - �� '7,. /- / (TYP.) ( MANAGEMENT AND EROSION CONTROL MEASURES AS NECESSARY FOR THE �1 7 t_ f , lJ Q ~ ROUTE 29 FRONTAGE OF THIS "�I , � PROPERTY. PATHWAY TO BE y ,i.':' "• LOCATED WIl HIN THE VDOT R{1N. plr J,II BROOKHILL. PROPERTY J ,.• _ _ _ _ "; 3 �. \ � ` �;� I � p : i � - - - ` PROPOSED 20' BUFFER -- _ *" r �: �,.� r < i # I ' 1 I, /, ° o ,r ° i, � �. y� # DEVELOPMENT. 10. CONNECTION POINT®ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTO�HALL ONLY BE A PEDESTRIA.N/BICYLEACCESS CONNECTION. �� CD L F� its IW F- III c E--E n LOCATION OF E}JSTING°' !��'Q ! \ -DUNN CEMETERY TO -._ _:.; ° .� '..� \ BLOCK r ° ° 63 I 9 REMAIN) CLOCK LINE (TYP.) / { ( ` \ ' %° %`% ' e , NOTE:.ALL STORMWATEI2 MANAGEMENT FACILITIES 4 IEROSION CONTROL. MEASURES SHALL BE ii. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG'fHE TRAILWAYS TO IDENTIFY AND DELINEATE: BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. LEGEND A% -- -J ~ W (' NOTE: AREA WITHIN THE ioo' BUFFER 1 BLOCK 6) ALBEMARLE COUNTY' '` .I t - . « t' o LOCATIED OUTSIDE OF THE PRESERVED SLOPES. BLOCK. 8 ,, --PROPERTY BOUNDARY (-TYP.) I ` } / / PRESERVED STEEPP SLOPE- l '! 1 ' . « ,'\ e° D 1 1 , TYP') `` °° ° °a BLOCK ,- GREENWAY PRIESERVEDSLOPESU VEGETATIVE BUFFER MANAGED SLOPES ® E� _ , 7 �� 1 C 1 Q Z Q (n �' �J-J M �--I 0 W O AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN ACCORDANCE: WITH THE PLACE529 FORESTED BUFFER REQUIREMENTS e --- / 7 `; 1 _- _ _._- 1 ;,1L \ <, - _ l/ t I 1 ., { `` ` °°°°- ' \ _ EXISTING ioo-YEAR � ° 1 ^ DEVELOPMENT ° ,°°°�j _ / FLOODPLAIN (TYP.)', '' .» -/ - ° _ AREA (TYP.) ti. � �`�k, s~� ° WITH HOA APPROVAL A io' MULTI -USE: PATH EXISTING BROOKHILL °' LIMITS OF:19TH CENTURY `" ' 3 1 l SHALL BE EXTENDED TO THE ENTRANCE OF �- " k HOUSE TO REMAIN � _ \ �� : ' - ® OPEN SPACE ��/,%'L� GREENWAY IMPACTS &PRESERVE[) SLOPE IMPACTS WETLANDS ` 1 �V _� -J �--I � Q MPONENTS OF BROOKHILL t - ; - MONTGOMERYTHE HOA AND EXECUTEL14EED E THERIDGE. / BLOCK 8 DEVELOPMENT AREA I -- ALL EASEMENT DOCUMENTS ALLOWING THE � �� PARCEL WITHIN BROOKHIILL ENCOMPASSING THE BROOKHILL � ~ EXISTING ioa-YEAR • � _ ,," °° q _ _ _--' rt ` BOUNDARY (TYP.) '�' p ��._' s ' d q-' CONSTRUCTION OF THE MULTI -USE PATH ] Cy HISTORIC HOUSE & THE v3TH CENTURY COMPONENTS OF BROOKHILL \� W U FEMA FLOODPLAIN (TYP.) c - � - ON HOA PROPERTY. b' OPEN - �P OPOSED io' PAVED \ IJ � ` !�%'� - }o' MULTI -USE PATH TO BE CONSTRUCTED ALONG / �� PRIMITIVE TRAILWAY r `� � � SPACE - _ ° r --- S C %%��/,. MULTI -PURPOSE I RAIL r - THE NORTH SIDE OF POLO GROUNDS ROAD C01TI un!'.• �'CveIC r Q IMPROVED INITERSECI ON AND STOPLIGHT. SEE BROOKHILL_ TIA REPORT FOR FURTHER DETAILS p 9 P _ j �, i l; a )artment _-- ° -PROPOSED PEDESTRIAN TUNNEL File# - —lam _ �/ ° % ,__ _ FORS Ap roved by �h = - ti. d . Supervisors ' v °_ ° - '- -- _ - - _ li�Y1 \vER � P. = PROPOSED IMPROVEMENT �'' c,0 �p,R ` � " •`' ��k-T RO r NC� —�� Dot ' `< ' . $1AT r bujvD$ -' POLO GROUNDS ROAD FOR Rw I* -� } - _o • : �4�(D.B qD (So') TURN) LANES - SEE THE POLO \ 48_. P. ROADWAY / �! PROPOSED TRANSIT STOIP - TO BE INCLUDED WITHIN OR ' ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. 0 @ @ o EXISTING too YR FLOODPLAIN ...... STREAMS LOCATION OF HISTORIC RESOURCE: TO BE PRESERVED `� ce �� U NE 1 2015 5, N J = � O GROUNDS - annex IMPROVEMENT PLAN \ -APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED o' BUFFER ALONG ) PROPOSED LOCATION OF CIVIC SPACE C F—O w J ,. FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD GRAPHIC SCALE C��LE w L fill, ' ( DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS.. ,�4, , .�'' zoo o zoo aoo 80\ 771 SEE PROFFERS FOR FURTHER DETAILS --r =-. \ I T.M. 46 1o' MULTI -USE PATH �) PROPOSED LOCATION OF HISTORIC MARKER cc c - 0 O _ JOB NO. _PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. OR \ - [ROCKET CORPORATION --- SEE POLO GROUNDS ROADWAY IMPROVEMENT FLAN & TRAFFIC TIA. ( IN FEET) 1 inch = 200 ft. �) PROPOSED ELEMENTARY' SCHOOL SITE SHEET 1 OF 1 182150 SCALE N. T. S. SHEET NO. 2 z w z J 0 0 0 6 U V) Q X 0 O c 0 0 0 c O 0 U 0 0 O U 0 0 0 0 0 Q L Q T c 0 0 0 0 0 0 0 0 Q 0 0 0 U 0 Q a� L 0 0 0 0 0 0 z w w z 0 z w z 0 0 o Q 0 Cn 75 U X 0 0 E U 0 0 0 U O In 0 7D E CD Q a> Cn a) 1 / 1 / I ' ,r MAIN i i r THORNRIDG�� lqs ' AY I I IIII � C)0,0 e V / ��-- - - O (�-� / ---, \ r �.� yam,, ASI-1w� - - --- -- -- -- _ / SC R. LLINS O - rr i tip r r- \ p \� / �JLE ° Lie. No. 035'791 , Hl 4 5 21 'A � � � I I IIII / �` ' � i ' i � - 7•'r� y � _ � �� , , , � i , r , � � i �� A� v �a� \ / CO - l W I J / r \ F A � r r 1 o fi/r LUQ o L- BLOCK 13 i�o11 o BLOCK 1 � - �\ v orBANYAN COURT w Q '✓ LU ED � C 1 I L i O K1 o � f - 0100 L i i cq SDP202000008 1 1 r� , = , ,� W 0 INITIAL SITE PLAN I F li r V APPROVED - 03/o6/2020 I � � SDP202000o82 v \1 1 ♦ // � s FINAL SITE PLAN_---- -. ,r BLOCK 12 BLOCK 18 - --J i � 1 - / - _ ' �P � t, _ v � Ir v •� -- �, BLOCK1 � - - - 7 _ A ® A w N rLn ,t i / o A V.�� a B OAK 9 � _ rr �. �► r °° �- \ ♦ N�� . �o 7 Ll1N, O ri , I ►� CL oM BL K11 % I yr v r v ,� r-- -- - , BLOCK / 16 II --- Lu Ci BLOCK r =� ®®�®®®®®®®r ®®------- r� Q SDPzol8000So FINAL SITE PLAN � ♦ -- - ----- ^�� ®®® ®®®1 ' � \ � ,' '' r N =�I APPROVED � � - -- � \ ° rr ♦ ® /� \ �- � I � of 2/17/toss 1' BLOCK 4C 1 r♦®®®®® 1 �r �V �v r---__-__-_� M Lu ftaft1 _-- r / / to - , J + � BLOCK � _ I �ml I` ROAD PLAN 5 QI BLOCK - w SUB2017-00117 3 / ®o I I owaft N i•��I �� N BLOCK 1 �� s � r� BLOCK 2 °° 1 "�,; r r, _____-- I \ - ®� � / , r " �P w �_- �: Q \ SDP201 000 8: ®� r ` BLOCK 1 ��o �� r �� -- I J 9 7 - �� ,:-" ®ram \ 7 - - - 1 �I r / �� - ® ° V A \ , INITIAL SITE PLAN r _ r- � y APPROVED - oz 21 zozo ° A, - BLOCK � t� SDPzoz0000 ROAD PLAN 1 ' i I __ _ BLOCK A', - , -_ 00 , ' ---- - _ 5 � FINAL SITE PLAN SUBzo18 0011 �� r I I SDPzol8000- o � �; � � r 5 q� I �� .� SDPzoi8000zi ° OHO I O ,,',FINAL SITE PLAN '�� ' r INITIAL SITE PLAN-- I I , J APPROVED 1 , �I B K 1/� APPROVED o6/o8/zoi8`�o °®® 12/17/2oi8 SDP2o1800049 ° SITE PLAN FINAL SI I I U o 111 i t1 woo solo_ ®®® v ,� �ra I / i, - o �- 1 ®® i ®® f BLOCK AREA SUMMARY r �I BLOCK 1g , rr ,1 ROAD PLAN" vl BLOCK 6 v vI I 'SUB2017-00117 r� Ul o° ® Development reenspace/Amenities (ac) 1 o r®° Proposed w Area Per Area (Roads, Proposed rrrr r \\ ° 1 Bloc' Land Use District Brookhill Area (AC) Lots, Buildings, Development ® I ®'' �� a ®°°° I ®®� COD (AC) Parkin lots) Per Area (AC) BL K A� \ z � �° ®® COS AC Civic / Civic / Open Open Total Total SDP201900026 °° A ��® 1 ®® Greenway Greenwa�y Buffers Buffers � BLOCK 7 �r ` ®® Parks Parks Space Space Greenspace Greenspace \ ' \ ®® ` \I ®°® r Required Proposed Required Provided U) FINAL SITE PLAN Required Proposed Required Provided Required Proposed 1, I APPROVED l ' �°° 1 Neighborhood Service Center 12 12 0 0 0 0 0 4/23/2020, °° .` 3 Urban Density 5.8 5.1 .8 0 0 0 0 0 w % 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 o / I o (� ®� I !� r 2oi800054 I \r y � � r r INITIAL SITE PLAN 3A Urban Density 3.3 \ ' 0 3$ Urban Density 1.8 rr APPROVED - 09/07/2o18 4 Urban Density24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 Q SDP20i900015 1fn / 4A Urban Density 9.98 1.11 0.86 0 0 1.43 2.29 FIN ITE PLA, �"00./ 4$ Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 0 � 4C Urban Density 6.58 - 2.31 1.46 0.85 C) / �� 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 N 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 RO PO ` Neighborhood Density17.7 1.9 0 2.9 4.7 1.1 8.7 . \ � r-_� :-.-....,,,........ ,.•°°°.. STATER VNOS R _ .... Neighborhood Density G .•°° °°'�°° N orhood Dens 25.8 25.91 2.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 g r 643 OAD So) Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 T , �O°8 481� p z 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 6 3) 9 l Nei hborhood Densit 9 6 8 0 0 1 8 247 0 0 95 2 8 2 49 4 6 5 91 r �r = LEGEND: / \ / , PROPOSED RESIDENTIAL &COMMERCIAL DEVELOPMENT I ��1� SCALE _ • - - ` (APPROVED INITIAL SITE PLANS) I ...........-oo 0 0o zoo aoo soo -' PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED FINAL SITE PLANS) I IN FEET ( ) 1 inch = 200 ft. 10 Neighborhood Density 4.6 3.4 0 0 3.6 3.94 1 0.92 0.1 0.3 4.7 5.16 11 Neighborhood Density 5.7 .2 1.2 1.1 8.2 8.66 1.3 0.54 0 0 10.7 10.3 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 15 Neighborhood Density 6.9 1 3.6 0 4.1 2.1 1.2 7.4 16 Neighborhood Density 9.7 .4 0 1.8 1.3 0 1 3.1 17 Neighborhood Density 15.8 11.8 0 3.3 3.8 0.2 7.3 18 Neighborhood Density 34.4 27.3 0.7 4.4 3.8 2.6 11.5 19 Broo- *11 House Parcel 3.2 3.20 0 0 0 0 Total 223.9 1 168.8 1 10.3 53.6 28.8 16.0 108.7 J z O Ill \1v ,-1 0 m w l z oZS � z U O m LU J I --I V) J LU `Q O 1 z 1 O ,M� O W 06 T'I V) U O _l m J 1--1 2 O w O U F- 0 LU a Ln JOB NO. 182150 1/ SCALE 1 =200, SHEET NO. 3 I I IIII I I ll!I 11 II 1 1 IIIII II I I �' III Ill 1 11 � � `I I " P I y`� /I I I 11 I � I \ �v'I'III yI I III IA}, I vI (, I� III I III I I I ',t , �' III II II / III) 1 1, I I II � / /I",I 11 1111' 11 I 'I II� I1 \ /I� I 1I � .� I I I // I II i ,�I I II I ,. , )I I I I I III III �' II II I I - 1 1 1 ,III// I I I %III I-` - � � 'I -'I; I -I N I l I N ' - ��:�_ _____ I _,�, I1 \I// I 'L. - 1111 11 -- I I I III I I - _ �. I I , \I 1 I j�,1 '--�,111 I I IIII, _ - ` III I I I IV II �6!i I IIII - III-Y I I ;III ICI 1I I 11 /I II I I II I I II II II I - I I I�I� III I I 11 I IIIII IIIII J I _ I II 'Q /I I � II ICI , I I I I p �-- II I p 2 _:�: II II I I V)� 1111 1")m I [N �� Q I Q I,I vi III P I I_ 1? II I � I I III, II I 1 I I' `__ I' 1 I I - - 1 I I- 1 I_� I v1 � _ I I I I v =_-J I I,I 1 1 , I I - - - - II I �- __-I I I I r \T ;I I -I I I . - f Ill \� , �\-,4 1 �- I 1111III11 _ .I I�l I I III 1 III IIIII1111 I I I I I I I I I I I I \IIII 111 IIII III ��III I I \ \ I \11 \� \1 II 1 I I III I III / / l III ,;/)IIII // I (I �\ ",\ \ - " \1 �,III l \,III �II II1I111 I IIIIII 11I1111 I 1 I IIII'll / IIII!, I IIII'I' 111111 IIIII I ' IIII! I' ' !III IIII I \Ill/ I1I I III1-1 I, I I\ IIII I I �,I\ �I I II1 I"11 1 1 I I I I I I I I I I I I 1I 11 1 1 1 I 1 1I II I 1 (' 1 1 I1 II II II II I I I I I II I I I' II I; II' II ' II!I 11 II I II I I II II i 1I' 11 I 11 II I I I I I fill 11111 II I II II II II II \I I 1 1 Iv I I I I'll I I I I I I I I II ll II I I I I I I I I I I I I I I I I I I I' I I II II 11 I I I I I III ,� I I I I I 1 1 , � II I11 II I I I I I .I 1 I I I I � 11 I II II II II I _I I� I/1" I I I I I II II II II II , I I I I II II I: I A � 1 - \ V `v , \� I 1 </ �I I A '`�` � I \ \ �v v' v` / / / / / -n �� /� I � I I - Z:�:_j u ,, 1 A I� ,1-1 1 /I _ /// A \ �; /I �,�A � - I A-� / II /4 II ,, , � / / , - C UR - �y O i t_ \__\�___ I,�. I TMP: 'v o46B5-oo-0o-oo1Co �I / // �� / �� _ = NSwo� I� I � I � � - I � / � � I -, 1 ` OWNER: COUNTY OF ALBEMARLE I ; / /; '/I' / RP�VE / - - - -- I I' I �� I v �, L I -1 Il,i ACREAGE: 4.75AC i /' � � =� I i � 1 �, � I / I � I ' / 0 ZONING: PUD / ��" /„ � � t I v , �\ I i � r � I � [� ' I I , TMP: o46B5-oo-oo-000To 1 1 i' III IIII 'V DB/PG: 1973/473 I � / /, I \ / 'I OWNER: FOREST LAKES COMMUNITY : / i iQ--- �,��7 - / - 4', III VA\� I \ _ ' I / i 1 I ' I I PROJECT BOUNDARY (TYP.) I I \ � ASSOCIATION INC iI- , i ' / \/ II \ ��, / � // '! , \ I I I ACREAGE: 4"12AC \ i= I AV� _ \ I A �� l / /� � ` I (IIIII I I 1 \\ \ :: � ��- - -_ l / I I\ II I I I V i I' I I I - �I � z ZONING: PUD 1 I / - - - I_ - I \ \ - _ 'L - _ , _ T_ 450 44� _ =yam �5 /il� / L!- - - j \ - - � 1_ -1 - " r f , - - 9731473 % I Ih / / / I I III IIII / I ( / / % l l l l l l I l I l �\ , ' \ ` \ \ \ - 1 iI _ 1 I ! - i � r _ 564° 04' 39.z8"E i33o.643 / L i! / I I % — — / �I / \=� \ - - L, � / I I I �- , j ' / II II I I ( ; }. / , - - " I / I I I � I I I�I / / I � I I \ \ \ I'. - \ 11 I / ` / / I I rl �� -- - = ' ---- - I L. I - I - I -I --/ - —/-� ----------1---------- ----'- ----- - I-- _ I I T I I : : -�\ -------- --- k: L \---,--I---s----/------ = / ! �I- �I ��\--�--- ---- ----r,-T - - - �� a I ll� I� } I r I I I IIII I I I/ \ �, X v r v � // �/ I I I 11 r r/ /� ) l 1) l 1 v/ / 1 1 I I I It � v v I I I z I �'`> 1,i I \ V A\ y v III I \ IIIII v �!l; l//.: l \ I / I I I v\ v v _- 11111111 \ ,,� o A v �I I \ \ V v / / / / / / �/ I I h ALBEMARLE COUNTY / a / / /1 I �( I I III v � � ° A \ \ / I /, -; � I I I I/ � / / / l I I � III I �� I/ -\ vv -�"I z \ �� V A v `1'v / / / -I I I I \ \ / / / I I ��? h MANAGED STEEP SLOPES - zL, v 8, y I _ _/I I I I�,,��I�IIII I�P�/ III I I I / / IIIII - �/_ I A � � v A v / I I- ' w 1 / I ///� //,- ), // _ \ J / / _µ - , 1I 11 o LANDSCAPE/REFORESTED = / / / III 1 I I / I I I /� I \. II \ ;_mow \ w \ `. �// I I \ 3 / /; _!/// / l Ill I I I / I I IIII II I I ( � f IIIII - \ ° \ ; \ a x, �. / / _ "_, l I BUFFER AREA 1 , / _ I I / / , I I I / r , III„ IIII __ ---` \ -- LL'°� -60 / / �� l _ - _ I / N /� // // ____:, /// � I 1 I I / // I I1.i II II II �I -- \ = w _�5� / "!/ /\ j; 1 I I I // - 1/ l I I l l - l I I I I II "I I, 11 - �_ \ ��;.'�I,� \ � 4 ' 1 _, ,; ///_;_, ir' ,I/ I III I / N I� / I I / _, �' // / / III / / I I ' / / /I//II II/ I I / _ �� I, l� 11 1 /��, II' /111/I // / )VA1 1 // III I I. III ��I I III I / I I 11 _ , PROPOSED � / a , � I I / � I � - i- I I I I ` GREENWAY TYP. ' � � 1 / I I / l /I I I ti _ J II I 1 \ ,� �''�' � ,� IIII I,\ ` �' + � , / , I I I I; / /, / I I IL, I � _j - I I f1 I '� ' I I I I ;'I. � \ /, III, , EXISTING SANITARY SEWER AND 1 I / / / I I I ' �, EXISTING STREAM, � _ 1 � � �,�- - / '�,-� , 1, I � � � / I � � / I I I . � zo SANITARY SEWER EASEMENT I 11 , I ` \ / / / / �;, i V - _ \ \ I' / \ (\ // I I ~ 11,�I I / I/ \ \ I o j / l / % / �I I / / / //� \ / / ,_ // -, I / � // I 1 �ll��:,:�-��. : :� ___ �__ I\ 4 9 I M I \ _ �`a, . / / ,I'II II TMP• 0 600-oo-oo-o1 B8o \\\ I� 1 I li / / / i j; Ir - `, I OWNER: CROCKETT CORPORATION - \ / 1 / /� , I _ 3�'° - I \ EXISTING STREAM , < d\ \ \ I I I I , — �, :,':.\ ,S 8.63,. .� I I I BLOCK i3 1 m _ \ \ I / / /� / I I I I I I / \ y'a I C \, w3ay. \ - III I ACREAGE: 11g.6g AC \ \ \ \ �\ %/ ' / I I \ \ \ I \ I_ � �o� \�IHIE� , \ i \ \ - � 1 ZONING: NMD w/ PROFFERS I I I // ll \ \ �I \ i\ \ I \ y �,I, I 1A DB/PG: I \ / I ( // / r \ \ I \ \ \ - __ \ ;\ � `� __ \\V\ I I 5346/256 \ �^ `1 I \ \ BLOCK 15 / l I I / �' r ., V \� \ , — - ,. 1y vV y _ _ - � - - - -- - A' �I \ , yV yv V / I 1, , / I �� / v i/ �� - A EXISTING WETLANDS TYP. A \ \ / / / �I � I ,I , \ - v v --_ _ v I y v� I I,V ,1 / \ \\ ; 11 -_�\ \ -- / \ �' I I I }l III \ \ \ \ _- ,. / I / / I I , I I - —t� I I I - r/ I I /; l� / III/ \ \ \i-- —_1 - \ \ \ _ o - _ J / / ! / — / :; II \ �\ \ - \ \ I \ \ --- - \ \ / / / / . /- I A -- A� 1 - \. - / / -- - - -- 1 �- _ - ; Id _ % _ .. �% \ -- _-- __ -� _- -- I I I III A A v I _ _ , r ��-- `v� v � _ - - I I ' ti� j I / / /� - , ,\ �� v ` `� - - _I � '\ °\ �'' PROJECT BOUNDARY TYP. I 1 III — , � \_,,11 ---_ ` — _ I ---- \ :.1 s�. , - I _ - / / 11 II I'll " III 1�r.: , ti„ o, \ / 1::" \ / , , �/ / III = C:' ; I \ Q - I' - -�11 / �' \ \" 6��! \ \ //, J �/ \ 11 I J -- � z ,/ I \ � \ - �., , / � _11 , >_1-=�/ � \ / \\ 1 I EXISTING LIMITS / A '/ - 11 I __ i I __ � 0, a. � , -- �� A \� AEI - BLOCK 1z V :{": V \ /�- I - y��\ �i > x- -y, OF TREELINE // _ — -- - / - �oR\ `` \ \ \ / / I �_ I 1 F- - =- -- fi / a \ \ / t �� EXISTING STREAM ( ) \, Y / / may' I \ I � _I I \ it _ ; BLOCK 10 / r� \ �, fi' �: \ \ PROJECT BOUNDARY TYP. A1\�.; \ \ \ \ \ \, / I a A A_ / /,= � I - - - y �� _ � - \ "�1 / ' v v �� / /' w I - O �,i� �'I � \\ I III ;' I / ` /�; / \ _ �: n. y O N \ - - _ - r a \ \ \ tie \ \ \o BLOCK 14] , __ \ / % �/ 1A � n r r1 / - _I �o - - _ -- /( // - / 1 �: \ 9 1 ALBEMARLE COUNTY � . / I'` _ r --I- \ I \k \ EXISTING SANITARY SEWER AND \o' / / ' -I r / -r 1; L j , \ °9 PRESERVED STEEP SLOPES -'i�/ \ _ r BLOCK g - - - - \ ' �, � ,f% v :.:� a�, zo SANITARY SEWER EASEMENT �� r-J% � / I.% �` - - _ - �`.. fir' V A / t _P� , , - f i " ll 1-1 � x ., . \1 \ \ \ \ ,/ / / - \X�� \ LIMITS OF FEMA APPROVED 1 -I- - i/ ,- - > ,\ \-_ I / r' �� / - _ �- - - -'/ -�,> -- - - \ �� 1,� 10o YR FLOODPLAIN / ; - - A v� �� - 1` - - --- _ -- i /i I \ -- l , �\ \ \IV , / / �., � �. _�v E., - — , - _ / / A z 1 BLOCK 11 A - j �/ - , 4, = �,4,_A\ 1\ -_ - \\ , ^ �, \. ",/ \ \ \ _� \ o \ / \ / BLOCK 18 r �\ y\ , / \ _ I I / l �. - ° \ o o / s. _ \ \ O ' 11 n \ _ — \_ Q :: \ \ \ �\ - , / / / I .. �� e1 - �N,1. G STREAM EXISTIN y. / / ,,, / /' �, - -- - _ / � 0° - - I./�/ \ t -' / \ > __ i/ \ - \ / �� / /-�\ __ ��^� t A v/ / / - - - - - I I l - , �a // _ -- - _ _ �\ \ - \ \ I - _ < \ _ -- - - -- '` _\ LIMITS OF SUNNY/1 ` �► / - ✓, ram' / I /I �. I \ -- - - , I `^ I - I I ' ---,�- - - �- - _ - � � _ � - - <: '. >�- \ ��. ; �� DAY DAM BREACH \ • 'c°' P POSED \ / - �� \r \ I1 -- — _— - i ---- - -- -. \ / - - \ - \ \ I - \ RO , I _ _ -4� -_ : ��- - \ � , = - - - - �, . ;_ '� 'GREENWAY, TYP. �:� �>. / ,�- / \ 7 ' jlj III + I _ _- _ - / - - IIII ) � \ _ __ T, � � \-ter- _ / (� , . �... o o � � � . �� • /' :.��- / IIII \ -�_ _ �.�. - %, -- / : \ \ ., / \ - 1 _ ° ° / . . � . I . , y- -- ? I - - - —��-� "� = \ - \ I \ /:. % , 01.11 t r I -- — , _ - _ \ _ I - - -- `4 - - — - - — s. \ \o f.f / - r \ - . --- -- v �� , \ � ?01 I f/ _, I - \ \ II� °— I #A j r' : 0 1_\ I -AllO s �7 - Imo. / - _ , \�, -..\. _ \ / �,0 \ \Q O _� � /. - �� — — - — I - 1 ; T '_�i ` � _ - OO �� __ - - ��- _ v \ z , - A _ V _ 1 I I \, ___ \ o "\: ,\ '' , -- — _ - _ — Q / \ --- --_ _ BLOCK B � � � v j , � �� \ \ � v I � I � I BLOCK 16 4 __ I I \ �� / -= SDPzoi8000i _ I �_�� , A ,:-- \ - �� - - o \0- vI I \ II i 0 1" \ \ - Ie,I - 4 �� _ ./� OO _-- i -� v l d- INITIAL SITE PLAN - - \ - 1� I APPROVEDo /z /zoi8 I I _- --- �, I \ - - � \ - \ �j�� - - i \� - 5 5 I I I % BLOCK z \ \ =-\ - - �— - \ \ — SDPzoi8000 o --=-` ` `- FINALSITEPLAN I � _ I I/- - • r m ----0Q_(0 0 Oo O 0 ®®\o \\'. o. 5 I �\ � --_ uo -- - \�Xt 4, i SUBzoiopo8i III I .I \ \ \� - - - - - �� - - - OO OO� �\ \ — �__ s� ,-, r , - \ � j � 1 �_ -- vim_-__ - - �' �° o A\ \ \ - - \�; __ I v 1 I.I -- v / v o = I I I I _ _/-� 0v �� I I I __ ��l I I -- I I. 11 I I - A 1-1 /- \ c \ _j \ i I I AvI, EXISTING STREAM �� - v _ ♦ ° 00 O Oo 1\ \ I I ,: 11 T _ v �_ L �' - A ^ I > I I I " �� _ -_ _A v N` ° °0 A I 1 1 \ _ \\ / 1 � LIMITS OF FEMA APPROVED j - � `,, � )_ ��` -� \ \ `\ ' \ �o - -+ - I � I I I -v_ � I I 11 � �� V\\ \ a �� 'I BLOCK 1 I - I \ \ \ i 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID I(� \ I1 \ � \ _ ; I I 1111 I � I ( �5 , \ \ \ � % 0 O -- - 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM �- 1 '- I I v\ \\\ I I , ,, (I � - - v `� \ I 1 I I I I I � � o J. �' BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE i o ., `�- �_ \-� I v\ � I I- , - � - ! I \� \\\ ��:�yvv\ � � - -� � �' - � \ I I � I I I I I I A 0 � �" A SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED - - �- I - UPSTREAM OF THE PROPERTY. / -1---i -1- ,--r r I --- k l 1 v v�, _�-- I�_ 1 I IIII `moo Q �,� I II { �I \\-- - - I I1 \, n - f _ \ \\ \ I _� I I I I I.1 ■ I 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. I � � I 1-� I �-----� _- � v, v I � I VA \\\ \ � � _ �, ,� �, ��,�k_, � � I I _ 1 , �� I: � � � / I � / , I I II I \\ \\1 \�Z�b \ ; � � � I -,_ _,- --_ _` _ _ j � � � � � � � � �' � � � � 01 r l l I I� / ! / , / 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL 11 I I I � { 1 �_ �` __ J / 1 III I(,I , / '__' r - _ - - ' - - _ - / I ! I I I I I I I q (/ / / / / / / INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF I _ 111 _ / -- � __ � _ _ / / I I I I I I I ° I I* / / // / / UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, -, rt ; ; I " PROPOSED ROAD / / / 1 I I L- / / � - _ -_�:-- _ _ J - % � _ � _ - _ __ % / AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE -� =-___ 'I (CURRENTLY UNDER REVIEW) \ // / 111 / - _- _ - I - / / I ll / I / I I IIII 11 %�! / I -- - _=_ -1� , _ _ __ _- q --- -� ,- // - _ _ _ _ J v I I / 1 1 � I �,// / / CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION - �- — - - - SDP201700117 % / / // ( - k ,-. /;, - ,/ -= = _�- _ __ ,/ ,' / / / / / 1 / o I / �l __ - _ I I (� \ a J - / _ _ _ _ _ _ _ / / / I X 1 ' O I AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY ;�. - - 1M- 1":011 I Ia l� _= rr, �,� - - - - - �� / / I-_ _ - - - � -_� �__\ --- _-- - _ / I 0 \ -_ - -- - -_ — : � � \ I _ / / , / / / I / 0 / / � I `. SEWER, STORM SEWER, AND WATER -SERVICE PIPING; - -- - - -- GRAPHIC SCALE \ , � ; _- \ ; _ � � IIII10 —,- / � / III / ° � / ,� I,-. � \ j 1, o ,� / I o IQ UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE _ - _ � � � I I/ / / / 1O° -- - -- - - - - -- — � 11 ' ii (IIIII II / l / ' ° , / _ CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED --- --O -__ 50 200 200 \ / / '� / ' / / -- - I o I,o � , TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES /�� -- - � //l////IIII II/III— _ / // / //,'I / vv 7-1 . � � I - L/ / I/ IIII / 1// y _ _ � i = i / � � ��.� �� , q� \ ' SERVING THE PROJECT SITE. \_- _ I 1 / 11 111 11 Ij_ _ I / I I ! v ,\1 1 V ` 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING - ( IN FEET ) I / 1 I IIII lI II 1 / 0 0 L `— � 1 ////, II WATER LINES ON THE SITE. I � - _ III I11/I 1 III 11 - - - _ - / / I , / o ' �`� °. — I /IIII 11 /l, 11 —_---- 0 \ )��H �� oSOTTCLLINSI' f-) Lie. No. 035791,1�, 10_�.Ilsl'_IONAL 4/5/21 �� E�GrA z O a a U) ln� Z w co o U) 0oz< N U,) v) > z w m W Ine z O I —I I- 4 0 m D FIIIIIIIIIIII w ce 11 66 z J Lu (n J Q z I ,--I 06 ,--I U) U O J co J I--1 = O z O 0 z O U z U) w JOB NO. 182150 SCALE 1 "=100' SHEET NO. 4 PROPOSED 6' PLANTING STRIP GR�F ,.,., � FIN COURT PROPOSED — / l / p0�]�i 0 rq 54' PU PUBLIC ROAD 3 �O PROPOSED CG-iz (TYP.)PROPOSED GREENWAY (TYP.) LIC R/W °° R 48R� � � O ,� O� _ PROPOSED STREET SIGN / LOT SCOTTNRLLINS'-7' ,, ,�, �, .EXISTING PRESERVED � ��— � MATC H L I N E 'SEE SHEET 6 � � � .� � O Lic, No. 035791,E STEEP SLOPES (TYP.) OPEN PROPOSED S' CONCRETE SIDEWALK ^ y/ 59 2 / ti II / - — _ r 34, I /, o, w �� ( Oo 4/5/21 �O SPACE / O a I / PROPOSED STOP SIGN es � / LOT 'LOT J r s , I / 1 LOT O w V / I I 1g / I zS 29 'I / I' �U Ji v. Ji �' \� \ I I i [� \ �,� l l 9 ` ViL �'� LOT ' � I y R� � 000// / LOT PROPOSED ` 20 rn 1 � � N '� � ° / �� O O \ 9 I I H / / I / LOT LINE (TYP.) II / ,�, I I / / / ° / LOT o OI]/ I I---_ / LOT�� Q 4 / �/ \ I \ cc 'I `� \ 66 - I I I _ ��f '32% 16 /� I m — w w Cn Co Aty \ \ AR / / I o c=n 0 RE Lu Itll ^ W W O Qom/ / I o/' LOT w w LOT CJ / w w w 5 W \ I \ ` U- `�a 1 O I �, 5 �� - O PROPOSED GARAGE (TYP.) h �I ti OPEN SPACE �I _j, t \l 1 i.� �l P \� / / / II a " I I ° /� LOT \ � � LOT � � I . ° 6 uj 14 .j. y =l. L I �I y I l \w m w w - QLn \ \ \ a �• I i- J4 J/ � I I I - � � O PROPOSED / PROPOSED DRIVEWAY TYP. LOT LINE (TYP.) (TYP.) BOUNDARY (TYP.) PROPERT Y O �I / / / O � I LOT I Q w// LOT / // �, // / �/ a- o/ 13 I 1 I ___ OPEN II o Z V - - — — - - — 1 / — — 5 Lu SIDE S q _ — O z I ' � I I p SPACE ~ O � CK � / r �--� c� + ��. Ali � 1, ��. I, i Ji � �� I co LOT -� y A O m y O° LOT 8 N - - _ — — 110' _� _ co — — — — — II EXISTING STREAM (TYP.) N G PROPERTY BOUNDARY (TYP.) / Q > Lu LOT J Q0 f J_ 06 PROPOSED S CONCRETE SIDEWALK �i > z PROPOSED GREENWAY (TYP.) EXISTING PRESERVED I (n Q - (TYP.) W J STEEP SLOPES TYP. O O \ — — _ I PROPOSED 6' PLANTING STRIP / I H vLu ` LOT / / O O v 500 0 W �� , 'o / co �� a; �.� �� EXISTING PRESERVED �� / �� - W 1--1 4, `,�, � � �; ,� .i, ..i, �-G, .i ,� �, STEEP SLOPES (TYP.) 0; D � ul T--1 LOT �/ O / I— o16 EXISTING STREAM (TYP.) 11 / W O O OO U) rn 1 LLj 41 � � v� �, A ��) � �, / � " �,' PROPOSED REENWAY TYP. ,� ) II IIG (TYP.) , O O o J i OPEN O OO SPACE J I �t F— EXISTING ioo-YR FLOODPLAIN (TYP.) \ u C � w � �� / n O O a jJOB NO. GRAPHIC SCALE 182150 EXISTING too-YR FLOODPLAIN (TYP.) 1 � 30 O 15 30 60 SCALE 1► 0► QW 0 IN FEET SHEET NO. 1 inch = 30 ft. 5 MATCHLINE - SEE SHEET 7 \ a� LOT 53 \ �� '�, ''�• ` / ��' N� PROPERTY BOUNDARY (TYP.) — OPEN 9�'\� ` LOT / �� J SPACE �A ��' F \ `� / j LOT �� "00—O,Q �, ` 52 yz� , \ PROPOSED r �q�� Q� \ �� LOT LINE (TYP.) — — / 70 �� :�.: ��L LOT 7�, - - - PROPOSED zzz, C`,�,i��,p F 51�� OPEN / LOT LINE (TYP.) � LOT PROPOSED STREET SIGN �� , a tiZ �� SPACE \ \ / 71 / IIV A \\0 LOT PROPOSED GARAGE (TYP.) z /0, LOT00 / ry /72 �O��Q / /PROPOSED STOP SIGN \ A \ LOT � �� / a / /� A\ PROPOSED CG-12 (TYP.)\V A , , — / / $ ✓ F�O`lQi= zs" 1 EXISTING PRESERVED / 6 / 3 $ �\N Cal . - STEEP SLOPES (TYP) ) o CKl , =' ti LOT �, o� I \\ L - 1DESEIBP_ - I/--/ / co 73 N PROPOSED GARAGE (TYP.) 910 LOT / --- . a I 39 / LOT / \\� \ ° �) / zz / 74 / �J OQO h� 11 \\yQ/ Q �, 1 LOT / LOT / / PROPOSED 6' PLANTING STRIP 0- s 49 PROPOSED SIGHT \V7 PROPOSED DRIVEWAY (TYP.) 40 LOT J \ 11 DISTANCE EASEMENT \\� 112' a M / 75 / � / \\`'o. ' RAW-RIW _ I LOT , io-RE� 2$� 1 � OPEN 49 0o I 8 ,R SETBA 4� _ SPACE \\ I " I I 4 _CK(TY _ _ ` `° PROPOSED 5' CONCRETE SIDEWALK I \ _ \\ 2 ' F/C-F/C - I _ 28' 1 PROPOSED DRIVEWAY (TYP.) _ — a — _ SETBACK_ _ N o �l PROPOSED 6 PLANTING STRIP \\ 4 10� I - TYP 0 m � w 1 \� LOT I I _ 3r / / / LOT / v — — — T _ � Z II PROPOSED SIGHT / E P I 47 - I � � �_ _ \ <ci/ � / l / � Q 20 E P- / Q 11 DISTANCE EASEMENT I LOT 37 / 0 9 R/W-R/W II ` I I LOT `��'' _�/ ' , / / LOT I I II PROPOSED 5' CONCRETE SIDEWALK \ 105' I 45 44 LOT 0�// LOT ,� O Q 76 1 I z4 F C FjC 11 \ I LOT 1 I LOT �� / / / OPEN , �I 11 �, I 1 1 43 .�� / 36 SPACE . 104 I II PROPOSED STOP SIGN V I 46 1 1 ° 42 LOT /) / // zo / of II \ PROPOSED STREET SIGN I _ I 2O' E IP E/P I I I ° 41 / / / LOT i I0000 N ° I PROPOSED STOP SIGN • g I / LOT OPEN ao 35 N 77 - ---- SPACE B Q./oNT , / y 4R. W 0SCLLINS l U Lie. No. 035791 U 4/5/21�� .SSIIOIVAL E��Z z o � a <L Z w o � O o 1■■1 U z w H W ce 103 NT p� T A — _ - — 32' _ (Type / a I LOT I 5! _ PROPosED CG-12 (TYP.) EDISON STREET w - _ 28' _ _ F/p F/P /� \ �s\�o�\ \ LOT \ �� —PROPOSED PUBLIC ROAD CL 2$, PROPOSED STREET SIGN y ` „^� / SFTe� 34 �� / N Lu 78 I PROPOSED STREET SIGN 49' PUBLIC R/W o— — i000'R _ _ _ S/ 251 C. 10 ' I N N rn PROPOSED �GNT�ISTANC , 3 / /C �? P�\ \ �' CM 3 a E_ �2' ' O 28 4i / �i I F o ° 9• / 1 LOT I I ° ° ° � ° ° , •- _ � -_ _ ° a a R�w PROPERTY BOUNDARY (TYP.) N � ° ° GARAGE (TYP.) 1 < / N 2� 18' 2' 34' / 33 PROPOSED DRIVEWAY (TYP.) / 79 I I i° N�---4 — ---4. -- -- 8� BBC RONT — — 2'— 2' `�—__ / LOT / - CM (vP. _ _ 2 0 33 3 ' _ P` � �100' 12 (TYP.) 32ROPOSED STOP SIGN zPROPOSED GREENWAY (TYP.)/` ,� - LOT I N I QNT L — I _ 1 -.I _ 2 P �� Q m LOT O N I I S I - I_ - a 1 z' I o / / - 80 ET I n B C J � O K / 32 PROPOSED, N 1 0�l `` 1� �� 00, L 0 o I o�o I - P') I I I — II ICI /� _ _ 2, C� o a� zo , '" I / — _ ? N / / LOT LINE (TYP.) / N 99' 1 I- L LOfi L'� I LOT I 11 /$ o s / _) 11 w I $2 8 84 85 86 I I I 87 LOT LOT CO I 1 LOT I 3 _ — — — — - I I — — _ 88 89 LOT LOT I I� ill l _ / l �� / // LOT I z I N \ 81 1 o I I I I I I I I I — 90 91 I I Q I /f LQ / PROPOSED CG-12 (TYP.) i 31 / / ' LLJ N / / \ � -to , 2 LO LO / I � / \ 1 I 22' 22' 22' 28' 28' 9325_ O 93PROPOSED STREET SIGN 22' 2' I 94 LO T • / LOT / N i / 95 / 96 ° 271 Io °�1 PROPOSED STOP - SIGN —22 ry O ry __ z / STEEP SLOPES (TYP.) / I� ° 1 _ �� 2 -- LOT - - / ( ) — — — — SIGHT pl Tq _ `` N �-- 2 J Lu — — NCE_ �9, P Lu PROPOSED CG-1i ENTRANCE (TYP.) S 335 _ ` Ip / / zO4, 9 I ` Q W — _ 790R a \� PROPOSED STOP SIGN � z = CE=335 PROPOSED CG 12 (TYP.) �� — — — w � M / N/ EXISTING STREAM (TYP.) O S1 P _ , _ — — — — — — SIGHT DISTANCE= ' — — �- I— U (1) — - _ - — — — 335 _ — _ — — — - — w �pREVST/Sq I/� LOT / — _ Lu _ _ — M- — - N _ °POSED P� V EI ��lE I ! 28 ' rn 61 p BLIC _---- N LLJ — D — _ —� — _ _ Vl — — gLIC --- --- _ _ R/IN ,� 6 z - a - OPEN LV --- PROPOSED , _ a PROPOSED CG 11 ENTRANCE (TYP.) RO STREET SIGN -- SPACE LOT LINE (TYP.) _ PROPOSED -- z PROPOSED 4' BIKE LANE _ , HT pl — a - _ STq ° ° a — —NCE; PROPOSED CG-12 (TYP.) \ \ � J ° 53 — — PROPOSED SIGHT 33S 3� / Ln _ _ 10' REAR SETBACK (TYP.) _ — — 35' ° 2i' DISTANCE EASEMENT Lj / � I PROPOSED CG-11 ENTRANCE (TYP.) U �o \ I I I 56 / � \ \ / Lu _ �, I Q I LOT PROPOSED GARAGE (TYP.) \ LOT 27 PROPOSED STOP SIGN S� U) E--. 22 I �„� I ' I~l l l l l / \ 1 Gh'T\ � � / M I LOT I _ I /� I i .. ' / � o�s� Lu PROPOSED GREENWAY (TYP.) LOT " I I 23 I I LOT M _ m �� I LOT i ° PROPOSED STREET SIGN, 21 - I 5' MA . FRpN to l \� _ O 2S, E l \ T p I \\ I I I SF .- I K T h l I 1 1 / ^' / 'E/P '" ,SST U' _ 8 T — qN ,MII (YP.� Imo/ I __ l l 1. � � ��/ l � �F3 � O 3g' 8' 4 5' SE7_13A � NT — I / l Z�'� 9 F/C_F/C / 8� / z LOT .a 4 q � (V • ° °a ° a ° yP _ 1 � FCi 0 LOT � �o / s4 R R/W a • 6 / 33 2 / l �c-�(/ ` ( �� 29� l l OFF ° V PROPOSED DRIVEWAY (TYP.) w PROPOSED 6' PLANTING STRIP ,� GRIFF� CO _ PROP URT / l rq 504 PUB UBLIC ROAD 30 / PROPOSED GREENWAY TYP. LI R/W R ° , / .. � PROPOSED CG-12 (TYP.) / / ( GRAPHIC SJALE EXISTING PRESERVED j ��— -'� ' PROPOSED STREET SIGN / / i � / LOT / � � 30 % 0 �5 �0 60 STEEP SLOPES (TYP.) II / ' by — _ 59 ----- ` ° \ / — 2 / h / M ATC H L I N E - SEE SHEET 5 \ PROPOSED 5 CONCRETE SIDEWALK / _ _ - i II OPEN � - / — — 34' �� I / Q � e ;� IN FT ) SPACE 1 Inch = 30 ft. Q z O m Lu 66 z J L,) O J Q Q J z 1 rl 06 rl U O m J O w O u LLJ 0 w a � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 6 LOT LOT BUILDABLE LOT LOT NUMBER AREA sf AREA sf NUMBER AREA sf 1 4,970 3,301 33 4,635 2 4,806 3,126 34 4,357 3 4,879 3,133 35 3,152 4 4,969 3,311 36 2,992 5 5,035 3,311 37 5,719 6 5,035 3,309 38 6,149 7 5,588 3,766 39 3,077 8 5,980 4,087 40 5,317 9 5,685 3,661 41 5,526 10 5,407 3,471 42 2,996 11 5,390 3,582 43 3,001 12 4,560 2,919 44 3,024 13 4,835 3,132 45 4,494 14 4,747 3,076 46 4,537 15 4,738 3,068 47 2,968 16 4,728 3,061 48 3, 053 17 5,048 3,347 49 6,095 18 ,667 3,859 50 6,974 19 5,594 3,668 51 3,559 20 5,336 3,391 52 3,666 21 5,103 3,293 53 5,991 22 P,013 3,179 54 4,765 23 4,946 3,228 55 2,733 24 5,055 3,312 56 2,717 25 4,764 3,081 57 3,674 26 4,505 2,897 58 5,143 27 4,624 3,005 59 5,093 28 4,396 3,184 60 4,864 29 2,876 2,370 61 4,484 30 2,846 2,342 62 5,477 31 12,885 2,379 63 4,999 32 2,962 2,457 64 5,275 / I / / I I I / I / I I / I \ \ / I I I I \ I \ / I \ / I \ / I \ I / I / I / I I BUILDABLE LOT LOT BUILDABLE AREA sf NUMBER AREA sf AREA sf / �TH ° 3,371 65 5,036 3,241 � 3,179 66 4,659 3,000 2,640 67 4,778 3,100 2,485 68 4,773 3,091 0 4,356 69 4,905 3,198 \ / / / /\_ _ ILic. No. 035791 4,479 70 4,167 3.045 �e - / �0 4/5/21 2 562 71 3 136 2 630 �� / / �A ' � _ sIONAL El`t 3,883 72 3,191 2,685 4,141 73 3,159 2,652 eI 2,492 74 3,081 2,574 2,497 75 4,775 3,505 / h ,7 2,520 76 4,798 3,494 EXISTING STREAM (TYP.) LOT ` 3,272 77 2,815 2,310 62 PROPERTY BOUNDARY TYP. 3,324 78 2,790 2,286 , (TYP.) / 2,461 79 2,757 2,248 2,546 80 2,704 2,194 2,586 81 3,857 2,737 \ 86, 5,383 82 2,565 1,928 / 3,052 83 1,785 1,609 EXISTING MANAGED / z STEEP SLOPES (TYP.) ` / LOT 0 \ / / 3,158 84 1,778 1,602 6 / / / J 4,552 85 1,776 1,601 / 3 / PROPOSED / LOT LINE (TYP.) / v 885 '� I / / / / / o co 86 2,521 1, /' / N ° / 2,229 87 2,446 1,821 2,213 88 1,773 1,597 ` ^ a, I/ �� S, 2,597 89 1,774 1,598 z _ _ w 3,399 90 1,777 1,600 _ $2� _ _ \ 0 ~ 3,360 91 2,408 1,785 7SIDE SETBACK (TYP.) / N 3,171 92 2,378 1,760 r -� ° PROPOSED 5' CONCRETE SIDEWALK � / � Sc > I 2,879 93 1,790 1,614 �I 1\ / LOT / \ EXISTING MANAGED / / / iu ^^ LOT \ PROPOSED 6' PLANTING STRIP / 61 / \ \ STEEP SLOPES (TYP.) \ 3, 593 94 1, 796 1, 620 3,230 95 1 1,810 1,634 64 \ PROPOSED DRIVEWAY (TYP.) / �� // /� Si, 3,435 96 2,434 1,838 LOT 60 41 um W W LOT \ M LOT / / / �s' S9 �)` Q N 1 65Teq' FRO / v �K /V / LOT LOT / i r / � s1 ° �9, � / '�°, ° �� / / 38 � Q PROPOSED GREENWAY (TYP.) 66 / �� S 8,46 � / / �o PROPOSED GARAGE (TYP.) p /,I. LOT �// / �J�S1 S��/ / P% ?8 O / L9 67 / OPEN / LOT cy �, - �� / / - �o SPACE 57 e �LOT/ 60, N 6 5 1O ;Q LOT / / / \ ��cF. / / LOT C'7 8 ; NT 0 55 / m LOT / D � / LOT / �� ` 54 / / / / 0 (n e PROPERTY BOUNDARY (TYP.) Lu �, L v �; ,�• � �.' �, ,�.- �. � � � / , M ATC H L I N E - S E E S H E ET 6 /'�, ,' � � / LOT W 53 J 66 / ti3 > Z / I _ OPEN / �� < < `� LOT W Q / AJ SPACE / A o EXISTING MANAGED® LOT Ap �O �' 5 �� S STEEP SLOPES (TYP.) e / 7 W F- IY tT 01/ X x / ��c k. �� I V -� PROPOSED z1 , / O Q T - LOT LINE (TYP.) LO �/� � PROPOSED STREET SIGN �4 �� _j Q /yam �' J �% �71 '0 - x EXISTING PRESERVED �° 3 / A ® t I _ _ STEEP SLOPES (TYP.) / _ \ \ ` _ �--� LOT � . a PROPOSED STOP SIGN � 2 O Q / A W / � .�, / ROPOSED STOP SIGN 7 P ING STREAM (TYP.) / a1 �/ / A� PROPOSED CG-12 (TYP.) \ V D M ° " < e LOT ° ° a W 80 73 / / ° CZ5 - / ��m�� \\ - V ° " P ;- CE ' = PROPOSED „ a N SSG - � - � �� e y �zz �, [ °< W LOT " �J�� W . � / p \\y ° . a 74 I , J ,,- - ern s - _--- �� Lu W y � / � / ZOO' / / � II PROPOSED SIGHT \\ W PROPOSED 4 BIKE LA 4/ / LOT DISTANCE EASEMENT 75 / l 11 \Va m OPEN Qu I C� �� o - SPACE M ° 5 SIpESETg < o II PROPOSED 6' PLANTING STRIP \\ 24' FIC FCC O TIE-IN TO EXISTING a r - _ _ - AC��- - _ �� EUSTIS AVENUE Q N PROPOSED GARAGE (TYP.) \ - i,i, �•U v•) 1 w n 1 ® U �l PROPOSED SIGHT 20 E E P �.1= � l-�I / w Q T- Z- O w DISTANCE EASEMENT � y y �1 I 9�R/W-R/W v��i l 0 \ ` PROPOSED ' CONCRETE SIDEWALK I w �- \ t �� I "t � :iPROPOSED GREENWAY TYP. `� LOT I °p �� 5 I = p w w 76 I I 2lF F C-F/C _V' 'I \ d (n l y w Ln O - JOB NO. 4, I� PROPOSED STOP SIGN 182150 GRA�H�C SCALE �, L �� LOT �l PROPOSED STOP SIGN � ap � -' • A ��' SCALE \ v V v 30' is 30 60 y OPEN N 77 y e - ►►- 30' \ /V PROPERTY BOUNDARY(TYP.) SPACE �- CE=145 / e N I' - � � � l \ I 103 HT O� TA SHEET NO. 1 IN FEET ao s� _ - PROPOSED CG-12 (TYP.) EDISON STREET ) L � e �', PROPOSED GREENWAY (TYP.) OT N _ . 7 • � �� 1 inch = 30 ft. � � < � � 1bo 8 I ___ -_- I--- -- PROPOSED PUBLIC ROAD \� �s PROII ROPOSEOu �, O TH D ooBLSC ORAD POSED GREENWAY (TYP.) MH-6B w � �, �2+50 +� / / LOT // ® I) SCOTT R. LLINS 1 s PROPOSED 8" PVC SANITARY SEWER ,- _-- �� V. \/� 2 / M ATC H L I N E- 5 E E 5 H E ET g k- a ie. No. 035 79 4/5/21 w w w � `�sI �G ° II ° � -PROPOSED FIRE HYDRANT � � v ° � -� / / / � � w w w � � ANAL E EXISTING STREAM (TYP.)OPEN ASSEMBLY w/ 6"x6" TEE SPACE MH-6A r \ w a w w LOT LOT o , / w w LOT � - d PROPOSED 6" DI WATERLINE 3 . I w w w ° MH-6 PROPOSED 8"x6" TEE w w w v I I PROPOSED zo' ACSA 8" G.V. w w w w w / SANITARY SEWER EASEMENT / / / / / / � � { (i) - 6" G.V. LOT I I LOT �- 20 I I 19 I�� o / / / / PROPOSED 8"x6" REDUCER" w w w EXISTING PRESERVED LOT w w w w / p J \\ STEEP SLOPES (TYP.) \ w Q w - I \ I I I � �_--- l li LOT / / � 4 U) m 0 cif) / w Z PROPOSED/ I ERLIN / / z 6" D WATERLINE Nv CD // / PROPOSED GREENWAY (TYP.) w /w w / 'Lu _ r II' " + / ~/�° LOT / w w l w '\ PROPERTY BOUNDARY (TYP.) / �O LOT / 5 ;lwww w (ww� . _ ,v W v cow 5 PROPOSED 8" PVC SANITARY SEWER w w w w w w w w w / i -----_PROPOSED 6"x4" REDUCER _ ° / / , qp w w /Iyy w w OPEN < / / / PROPOSED zo' ACSA SPACE ° / / / // SANITARY SEWER EASEMENT / / / LOT EXISTING zo' ACSA LOT v) \ 6 w SANITARY SEWER EASEMENT / / / w w / / / w www�ww w w w rlj o J PROPOSED FIRE HYDRANT w w w w ASSEMBLY w/ 6"x6"TEE � / o - / / PROPERTY BOUNDARY (TYP.) y l I N � S 1 1 OPENI— j MH-5 LOT / SPACE w w w / / PROPOSED 8 PVC SANITARY SEWER LOT / / / I / w � w \ / 13 I _ L 1 _ / z EXISTING WETLANDS (TYP.) PROPOSED . a _ I O \` - DI WATERLINE o I - \ 4 ° I I - ° . ° a ° \ MH s � � ° ° � / I �� LOT � 0 LOT I I g m A I \4 j r _ __ _- — N _ \ 12 TIE INTO EXISTING SANITARY � � -f �I '- _ — — � � EXISTING PRESERVED / � \ ` SEWER MANHOLE II �� _ _ — —_ — o � - ��_ _—�--I-- -' STEEP SLOPES (TYP.) - �' _ N � I o MH-3 N J EXISTING STREAM (TYP.) � — — � A — --- � � � > c) -- I I i� LOT / W O �� S s / \ - —� OZS O o _ 9 II I t J 0 \� PROPOSED 2o ACSA i ° / (n SANITARY SEWER EASEMENT +' w Q \ PROPOSED TYPE A f _ z —BLOW-OFF ASSEMBLY �, � EXISTING soo-YEAR FLOODPLAIN (TYP.)' O Lu \ II \ PROPOSED 4" 45' BEND � o LOT / / OO I— \ 10 EXISTING SANITARY SEWER - I W I z o ul Cn LOT w66 w N \ OPEN% v0 SPACE ( U w \ PROPOSED GREENWAY (TYP.) Q O o o 0 \ \ - PROPOSED I` I N = e 0 SWM FACILITY u OO \ \ ` EXISTING soo-YEAR FLOODPLAIN (TYP.) s O GRAPHIC S C AJLJE O J \ ' 30 o is 30 6o U uj ( IN FEET ) JOB NO. .,` \ w w \ ' 1 inch = 30 ft. I � w w w w � � 182150 \ w w \"� SCALE w w w w w d I 1" 30' w w w w Xw s \ SHEET NO. � ( 5 MH sg � PROPOSED 8"x8' TEE LOT V �� M ATC H L I N E SEE SHEET 1O (3) - 8 G.V. 53 /\ \ PROPERTY BOUNDARY (TYP.) \Z // PROPOSED 8"x6" REDUCERM �x°° \,\ MH-18 /f \ \ \ �, s v� LOT V OPEN / PROPOSED FIRE HYDRANT �, � '\ \ SPACE ASSEMBLY w/ 8"x6" TEE \ \ \ 52� � LOT s v \ 1�>- 70 X PROPOSED 2o' ACSA / % �� So SANITARY SEWER EASEMENT / ' �� LOT �\ OPEN 51 = " \ SPACE N j LOT 71 / / s' �,,� v� LOT?/ F \\ 50 � \ R i / LOT ° / 72 / / //' / \ PROPOSED 8" DI WATERLINE PROPOSED 8" PVC SANITARY SEWER 38 LOT 73 / // / - �PROPOSED 8" PVC SANITARY SEWER -77 o� �� I A LOT /� PROPOSED TYPE A EXISTING PRESERVED / / \ \ \ %� ` BLOW -OFF ASSEMBLY STEEP SLOPES (TYP.) 39 / / ; o `� _ 1 --- A V / / LOT / MH-17 x / / / o° 74 \ LOT LV 1 I / kLLINS (�'ST O ' Lic. No. 035791,� 4/5/21 L � S10NAL ECG I I \ IL LOT / / PROPOSED 8" DI WATERLINE \ / / \ �� 1 II �I 49 I \ \ \ �\ 4 O / I �\T / J /tea \ , �PROPOSED 4�� DI WATERLINE � � LOT s� O O I _ I / I / I PROPOSED 2o' ACSA / 75 Lp ao _ LOT I r \ �� a / I/ ° x�° I / SANITARY SEWER EASEMENT OPEN to 8 + /�� SPACE I 4 I I \ PROPOSED 2o' ACSA m _ SANITARY SEWER EASEMENT - -_ - _ r 70LOT I I _ !%. / LOT / _- m I I I PROPOSED FIRE HYDRAN `\ \ 01) 370I 47 LOT ASSEMBLY w/ 6"x6" TEE .-o LOT LOT 44 LOT LOT �--- 45 a 6 I 42LOT LOT H-16 36 OPEN PROPOSED 2o'ACS4LOTSANITARY SEWER EASEMENT SPACE ) s r / PROPOSED FIRE HYDRANT I I I 41 LOT \ I ASSEMBLY w/ 8"x6" TEE I I I l _ _ / �° LOT / / m - Ily �r '� I I _ � 35 � I a , I -`� LOT . ° LOT 1 10+00 10+50 11+00 11+So 1z+o — _ / / \ O 78 I — — — — W I— W _ io+oo o pRO� SON STREET n, _ / ` `_ _ - % / / MH-9 \ 34 EXISTING SANITARY SEWER Lf)PROPOSED 8" 8'SEE - - - -- ED W RED _ 13+0 (3) ,� V. I W-12+50 ° - o / II w 1 / C / I� s LOT I I °..: ° , � ° , ° w 1 � -- ° 1 79 I s I — — _ = = — —S— _ — - _ 5 s — — — W + / LOT PROPOSED GREENWAY (TYP) ° ° a . ° ° °a °. -- Fj a I �� 00 x l -_ _ _ _ - PROPOSED 8"x8" TEE - - - - - 0- co / PROPOSED 6" DI WATERLINE LOT -I MH-12 I _ _ - _' -I MH-11 W SO / ° � (3) - 8" G.V. � . - o PR P ED DI WATERLINE I/ EXISTING PRESERVED M H-1 80 1 I I I I I I I - - _ _ I / _ `_ _ - / / LOT /� / STEEP SLOPES (TYP.) " z O a � -, U W 0 � m cn O z0 Q > W z H W ----- I a L L L T I LOT I ` / \ / PROPOSED 8" PVC SANITARY SEWER 1 LOT 1 II �I �I 1 82 83 II 84 85 II 86 �I I 87 — LOT LOT LOT I / / / / / �_ / 1 I gg I g LOT / / / 81 1 I a 1 I` ---I -I - --I I --9—� go O I� �/ LO / /�`� _ i \ `e ° o° S / LOT /� \ I 11 PROPOSED 2o' ACSA - - / I / �92 LO ,i 31 / p II ° I `\ 1 I SANITARY SEWER EASEMENT I I / - — 93 LO / / �m/ MH-8 \PROPOSED 8"x8" TEE \ PROPOSED FIRE HYDRANT \ _ - o — — — I 94 LO / / z� i (z) - 8" G.V. % \\ ASSEMBLY w/ 12"x6" TEE - � �I - J I / _ _ LOT / p o / LOT 8"x6" REDUCER O PROPOSED 8" PVC SANITARY SEWER / 95 / // _ / (1) - 6" G.V. / , PROPOSED 12" DI WATERLINE / 6 s / / a / l LOT / W W \ USTIS AVENU___ -, I 1'', 11, , , i / I -, - - 11 PR POSED PUBLIC ROAD �PROPOSED 8" DI WATERLINE .�� w ° — W — — — _ /I I I / W W — - 0 1g+00 - W = - - - 18+5o zo+5o Vv w — - ----- — i8+00 LOT / 21+°p _ �7+00 W a 21+ \ ° -ull_ _ \ -W Ln MH-7 OPEN , PROPOSED FIRE HYDRANT a ° ° a r __� - PROPOSED SPACE - _ _ - - — 22+00 / 2 x6EE a ASSEMBLY w 1 s" -- W 12"x8" TEE 2 \ \ ° _ as � — _ z 12 - > z (" G.V. — — -- - — ro 8 J (1) G.V.G V - - _ o II ® - - - - - �0 - - - - - - - - - - - - - - - ° EXISTING Q NNI I I I LOT SANITARY ( / \ LOT I I I /l l l /l l l /ll 27 / /l PROPOSED PROPOSED 12" CAPPED G.V. SEWER l \� \ - - - 22 I LOT I / // / // / / // �'' 12"x8" CROSS � J \ I 23 I � LOT / / �/� / �� o / � (2) - 12" G.V. - \ / LOT / I — / / LOT _ / / (2) - 8 G.V. _ s � / 21 ' � / / 25 \ I PROPOSED 4 DI WATERLINE, PROPOSED TYPE A I - �, — — � " BLOW -OFF ASSEMBLY \� � �' � I _ / ( � / / - LOT ° PROPERTY = ��- °° b PROPS ED 6"x4" REDUCER BOUNDARY (TYP.) LOT F� PROPOSED Zo' ACSA �\ 1o+°p o SANITARY SEWER EASEMENT a ° \ / W - / OPOSED 8" DI WATERLINE \. I+so /RIFFIN CCU PROP l l / OSED p RVIj�— PROPOSED GREENWAY (TYP.) MH-61B 12+50 ` / / LOTV. PROPOSED 8" PVC SANITARY SEWER - _ _ � - y ° /� 2 MATCHLINE — SEE SHEET 8 /00 T / / / I / 30 / 15 30 6o I IN FEES' ) 1 nch = 30 ft. Q L9O � z ti O 0 zH N N (n O W � N J > DC W � J 06 z J U) Q w _j z H W O I--1 L9 Q z J U J Q w z ulU M w C6 zW N U) w U O � J Q m C� J O —J I --I N = O W O Ej u t~ w 0 W w u) JOB NO. 182150 SCALE 1 "=30' SHEET NO. 9 NTH 0 SCOTT R. LLINS� I - / Lie. No. 035 791 � _ 4/5/21� ONAL CT LOT 'EXISTING SANITARY SEWER ` \ �\ 62 / ( % PROPOSED TYPE A PROPERTY BOUNDARY (TYP.) BLOW-OFFASSEMBLY o 0 y� M H -23jj �^ / �� . o O LOT / �� OPEN �'o / SPACE ��q -� / U) co � / TFp / Z Z �O / Q EXISTING STREAM (TYP.)TF�eOF / W z FFR _ _ PROPOS� • • ` � \ I I _ �ID � ED 4" DI WATERLINE I zf- • / / � LOT I� W ... � LOT \ � ��xso % 61 � .... ` I 6/+ \ / PROPOSED FIRE HYDRANT / w� \ • � EXISTING PRESERVED ASSEMBLY w/ 6"x6" TEE STEEP SLOPES (TYP.) I /' / LOT EXISTING SANITARY SEWER 5 \ PROPOSED 8" PVC SANITARY SEWER x00 6 / \ T O EXISTING SANITARY EASEMENT LOT 1 1 y \41 LOT. 5965 44 o .a w `V PROPOSED 4" 451 BEND � � � � �� < � � / ��. L .:: W W �/ OT ��6xo° � � � � � / S$ EXISTING MANAGED LOT /•..•. � , ..r �._ � � /� STEEP SLOPES (TYP.) 66 •`•,•`•' ., w � / PROPOSED 6"x4" REDUCER/ , � • � �� l < F / LOT �sx Rp Z � ,,,� � � I / LOT EXISTING MANAGED 67 7sx OPEN / 57 0I / I .,`.'4 I STEEP SLOPES (TYP.) i PROPOSED 20' ACSA oo SPACE / m ( ) LOT 14 � SANITARY SEWER EASEMENT (V v / LOT 6 PROPOSED 6" DI OT . WATERLINE 5 L z So ss LOT :• �� PROPOSED GREENWAY (TYP.) LOT MH-21 '� 54 ! (� OPEN 6 / 9 x o � \/ / N � SPACE \ � \ / / / \ o - -'04 l TIE-IN TO EXISTING SANITARY SEWER MH-20 � ,� � WITH PROPOSED DOGHOUSE MANHOLE S � � � � LLJ .. GRAPHIC SCALE �' &xso � i > DC 30 0 15 30 6o EXISTING 20 ACSA PROPOSED 8 x8 TEE LOT L" M ATC H L I N E - SEE 5 H E ET (� (3) - " G.V. 8 SANITARY SEWER EASEMENT 9 ! 53 1 ( IN FEET) 11 / / PROPOSED 8"x6" REDUCER 3x MH z18 1 inch 30 ft. EXISTING SANITARY SEWER LOT U) Q s - • - � � PROPOSED FIRE HYDRANT OPEN / 8"x6" TEE W J ASSEMBLY w �',\'_ \ 52 SPACE LOT \ H Z s \ Q / HLu J \J1 EXISTING WETLANDS (TYP.) PROPOSED zo' ACSA / �so \ L9 --- ---- SANITARY SEWER EASEMENT EXISTING STREAM (TYP.) �\ \ PROPOSED FIRE HYD 5�- 5 W W W / w / LOT 491 ASSEMBLY w/ 12"x6 = W W w w W � LOT /v • a 72 / / o ZI PROPOSED 8" DI W I--1 \ — PR PVC SANITARY " — a -- PROPOSED 8" TARY SEWER PROPOSED 12" DI WATERLINE - _ - . �� / �! / // / V D M \ LOT \ ,� LV / a i oZS 73 • os W - ° \ \ W N -�- I- —� 18 EXISTING PRESERVED / � \ ,� � LL.I - EXISTING FIRE HYDRANT ` : __ W _ / / \ z w N \ �F— -- 1�+5o Lu W STEEP SLOPES (TYP.) i f i o \ - - LL.I 111 -1 \ \ +oo _ LOT - EXISTING 12" G.V. / 7 _ 1 TIE-IN TO EXISTING 12" DI WATERLINE w _ E - W W W w : EXISTING SANITARY EASEMENT } /4.41 -E�S-rls Pie CFtOAO -- -- LLI - W / PROPOSED 8" DI WATERLINE W U 5E z ; ° • -- 15+50-PROpO ° -= � '� — / LOT s T a J o b v . 15}O° a I \ / iOO OPEN EXISTING STREAM (TYP.) �SPACE mJ _ I 1A O and I � / 1NO EXISTING MH-1 SANITARY \, w - — / N . - ° SEWER W W �� ti�kO GRAPHIC SCALE W o m I O w �- 3+5° �� I Io s �av _ ( LOT w 76 m 0C I \ - � LLJ ° \ I a 00 � - o I.I. oc ( IN FEET ) y D 20 ACSA _ .oa PROPOSE •• � � � � 1 inch 30 ft. c��o � � -- SANITARY SEWER EASEMENT I N \ , - 70B NO. r �— 182150 �n PROPERTY LOT W W I -T--- - '�� 77 �Imeft SCALE y BOUNDARY (TYP.) \ Q � EXISTING STREAM (TYP.) % � � I 10+ O 11+00 11+ O SHEET NO. W PROPERTY LOT � 10+00 _ 5 _ � 5 I _ 10+00 BOUNDARY (TYP.) W W 107°W GRIFFIN vv� J PROPOSED GREENWAY (TYP.) II �S PROPOSED pUBOj� RT o ioB / o / / TH I \ RO y 1 / so LOT NOTE. SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE �T\ PROPOSED DRAINAGE SYSTEM _ \ AD /+ / y ` / 2 / STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION \ o _ - ° v �� io / � SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER Z,000 SF. \ II \ l �. ld SCOTT R. LLINS_ _ ATCHLINE SEE SHEET 12 _ W �y ?6Lie. No. 035791 EXISTING STREAM (TYP.) -- - — - — — — _/ s_ PROPOSED DRAINAGE SYSTXEM d �� I� _ 1� V' A .'LOT LOT /� \ I o / 8 , � \ 1 � � � \ r A 18 17 / LOT w W s v W JW is / i' 3 j W W: O \ W w \ s 1�0O v \� YD-zA / LOT LOT I I I ' 19 EXISTING PRESERVED / / / i a LOT w l (TYP.) LOT 4 STEEP SLOPES TYP. � r 16 / / / y / / o v � I — — w PROPOSED YARD DRAIN SYSTEM w/ LI)/ w u so' PRIVATE DRAINAGE EASEMENT / / / o / Za / II PROPOSED GREENWAY (TYP.) W" I z jJ 1 \ / o �_ / / \ \ Q T�� / / 1 /� Lu LOT , v ` v PROPERTY BOUNDARY (TYP.) // LO / �O \/ I / \ " � / I 15 I 400 v l e Lu i N6 / I / \ \ \ 1 \\ OPEN YD-2 00 SPACE W m e LOT � / � � - L 6 T 6B \ A \ I I 14 LLJN •t V \ �. �� / / * o° S l f 398 PROPERTY BOUNDARY (TYP.) \ ", I\ Qp n / I a / i � OPEN \ v SPACE LOT \ \ � \ LOT .. � \ � A � � .• �`. ® ____ ____ — it l __— - N EXISTING WETLANDS (TYP.) a i I _ p ,I \ cyi s \ -A PROPOSED YARD DRAIN SYSTEM w/ U� - \ - — 'I N LOT 10' PRIVATE DRAINAGE EASEMENT I - LOT 8 d' 12 4 I YD-i 00 i CY) — -- _ EXISTING PRESERVED � � � � �� \ �\ / o Iy�j° — \ — — _ �— � STEEP SLOPES (TYP.) — -- o v� --------N -o " Ig �� ,, y�� \ EXISTING STREAM (TYP.) ��, - ---------04 - - - _, � _ _ \ . I LOT � �� i " � � i / Q W s \ I I w � J I \ r, -- -- -- - -- I z \ EXISTING soo Q W -YEAR FLOODPLAIN (TYP.) w J _ \ cD -- � Q �y —°� �o �� — � \ -r� �/- / p w z v PROPOSED DRAINAGE SYSTEM i--i r Q I \ 35 L9 II LOT / O \ °� Z U Q oZS _T o� z y IILD 390 I ~ z a 01 N - / wLn o v I oc LOT \ 40 \ ,� _ 11 ry ) -� as , , OPEN 8 " SPACE \ ) \ \ cn L'r) PROPOSED GREENWAY (TYP.) 384 402 38 � �, I\ ((�) � � U PROPOSED VDOT STD. ES-1 I WITH RIPRAP OUTFALL II P O OSED SWM FA ILIT \ \, Q SEE VSMP PLAN FOR J DESIGN INFORMAT ON \ I C) i--i EXISTING ioo-YEAR FLOODPLAIN (TYP.) w \ w 0C w w 39 = - - \ a JOB NO. GRAPHIC SCALE 182150 w �� 9 � 30 o i5 30 6a SCA LE A \►► i IN FEET w w i \ \ \ ` ` 1 inch 30 ft. Q'I SHEET NO. rn �� '� 00/1 v PROPOSED ROOF DRAIN SYSTEM w/' / \ \ 1o' PRIVATE DRAINAGE EASEMENT / LOT s / 53 A PROPERTY BOUNDARY (TYP.) ATC H L I N E -SEE SHEET. � 41 j ROPOSED YARD DRAIN SYSTEM w/ / �36 8° 1o' PRIVATE DRAINAGE EASEMENT e 4 ' A 450 YD DRAINAGE SY\\ , 3x0° \ -6 LOT ° A \ Q / PROPOSED STEM u 52 -PROPOSED VDOT STD. EW-1 LOT f � WITH RIPRAP O UTFA OPEN LL � � y �� , . j � � V � LOT O KEN 440 i SPACE ��I / / / ti1 T so51 ' � � - � - � � � � SPACE LOT 71 � �H1� RLLSCOTT Lic. No. 0357I�9N1 4/5/2 S I o��SrONAL E�G� I I I PROPOSED ROOF DRAIN SYSTEM w/ / / I \ \\ \ \ \ LOT \ �\ \ 43o ORF v \ 1o' PRIVATE DRAINAGE EASEMENT / �1` VA A \ 50 ° A PROPOSED ROOF DRAIN SYSTEM w/ LOT 1o' PRIVATE DRAINAGE EASEMENT 3 \ NO E: SLOPES GREATER THAN 1 SHALL BE PLANTED WITH NATIVE / / / aX \ \ / F/� PROPOSED 40' PUBLIC DRAINAGE EASEMENT x� ; °o \ \ - STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION / ,4 72 ��""' ` �\ �, �\ LOT SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER Z,000 SF. / / LOT / \ \ PROPOSED ROOF DRAIN SYSTEM w/ / \ 10' PRIVATE DRAINAGE EA\MENT / / / --�� / V1 a /. 1 - u . \ \— � \ / vvi m LOT ` Z \ w U) s V I \ \ / yzo�� V �� / �� z EXISTING PRESERVED �/� / / � � � /�\ o I� �� ` 39 / � � � � � ' � � � _ 0 s STEEP SLOPES (TYP.) � � / / / e o � ° � �\ A� 46B � \ � \ V � � LOT / a �� v v / // \ _ �, �"� L z 74 /ll� "�o�I ,� \\ LOT /l I 43 \\ 46 I II I PROPOSED YARD DRAIN SYSTEM w/ / LOT 49 H 10 PRIVATE DRAINAGE EASEMENT \� 40 LOT �o - \ - - W LOT -4B75YD �OP °�SPACE 11 48 m O , I o�oo 1 s LOT I � � YD-4A � ; - A - 418 / � ,/ LOT _ � e ti / _ — � _ A oo � / 37 � � 2 / PROPOSED DRAINAGE SYSTEM I 4 o I 47 I I LOT YD-4 v v x l I D I � II � LOT -- �_ ti) �� _ � PROPOSED ROOF DRAIN SYSTEM w/ , / '�/ 1o' PRIVATE DRAINAGE EASEMENT 42B PROPOSED �o' PUBLIC -- - I I 45 V �J / LOT I II DRAINAGE EASEMENT I PROPOSED YARD DRAIN SYSTEM w/ e II -- - I I I 44 LOT LOT e � 11 /�v a / ° �� LlJ N 76 I I I I 44 + I 43 v �� 0 o o �l o B I I so' PRIVATE DRAINAGE EASEMENT- I I L�T \ \ / ( OP N 3 4 I I 42� LOT i �' / i \, / P CE j \ 6 , i j — / / \ oB - - I - _ PROPOSED ROOF DRAIN SYSTEM w/ 41 34 LOT PROPOSED DRAINAGE SYSTEM - . ° LOT I I I _ 4 I I L� - - io' PRIVATE DRAINAGE EASEMENT-40 0000 I -i 77 --- _ - - I PROPOSED PUBLIC 3s DRAINAGE EASEMENT77 o s Q LOT 10+50 = 11+00 11+50 2F 3 � LOT I I 10+00 � 10 0 � — — - / I � .� �. = — -- - - - -�3 +oo P ED i g Z 8 — — = o lz SON — 3 z ° ROP�S P ��€ ' 4 7 ,r, 40 - _ - L9 VV- W W ED UB / / / \ PROPOSED ROOF DRAIN SYSTEM w `� W - - / �I--I I dAD / ° / m U) 10' PRIVATE DRAINAGE EASEMENT I e W o - �__ a � / e . o ° a ° e e LOT I T I T. a/v +so / / N e . � 13 °_ - / ----- 79 II. �_ S � . _ _ �_ - _ _ - - - - - - - - � - � 32D - � -14+ - �, T PROPOSED GREENWA ( � i I W o � � / / I LOT � � Y TYP.) � / CY) Q — a. 0 32B 14+50 . '^ ,P 04 vl LOT I o r I I 88 PROPOSED 20' PUBLICI PROPOSED ROOF DRAIN SYSTEM w/ 7 I - _ _ I _ / / / / EXISTING PRESERVED DRAINAGE EASEMENT I 80 (DRAINAGE EASEMENTI I PROPOSED ROOF DRAIN SYSTEM / O i o / / LOT , 10 PRIVATE, 10 PRIVATE DRAINAGE EASEMENT i � ° / � STEEP SLOPES (TYP.) � �� °' it � � � i �I / ; TEMw, - � a 2 i / N � / / _ s 3 i - W � I I I L Ll��fi- -, LO�+ LOT �� LOT � I LOT J i \` � � ° ° - // �� N J PROPOSED WALL MAINTENANCE EASEMENT I I 84 86 I LOT " LOT PROPOSED ROOF DRAIN SYSTEM w/ / 1 j I II 82 g3 II 85 87 LOT LOT W ° I - - - ` -_ - - � _ - I' PRIVATE DRAINAGE EASEMENT - �,� a � � W > I - — — - - = � I — _ 88 _gg LOT I l so - / / I / a 81 _ \ . � � � °e�s / / LOT � ° o PROPOSED WALL II 119 91 I I I/ LOT / / 31 / Ld Z (MAX. HEIGHT 36 430I / I - 92 LO / PROPOSED ROOF DRAIN SYSTEM w/'/ ' «� =4) LLO u, I � 428 _ / g3 �4 LO / ; �Q • / � / / io PRIVATE DRAINAGE EASEMENT — I �\ -- - I I PROPOSED 2o' PUBLIC -- �5 LOT /I / ! 4 / o / LOT (n Q - _ \ �� _ W DRAINAGE EASEMENT -� 36B , / ° - / 30 / /� NFORCED LLI � � Q V E RT W � ------------ -- — — — — — z - PROPOSED 20' PUBLIC / I / j �� LOT L9 _j i--i ---- I -W - 1 +xo - DRAINAGE EASEMENT 2oB TIS AVENUE - \\ 1 / 2g . __ — LLI l 9 5 - - PR PUBLIC READ g+oo _ Q - 18 5 1 -- LLI W- p--= �� / = J �c 18+00 _ �— �4 - - - - -- _ 21+pp -+ 20 / / / U Q OV - - _ z B o �7 —6 1� 1 — �,6 _ — ---_ w z=� / LOT / +00 — s° 28 26 ---- __ - - -- -- -- z 22'n� / J - I -------- 424 —OPEN - ---- pp �1 PROPERTY _ BOUNDAR (Y _ - -- PACE i / Y (TYP.) / <. . U 420 - - PROPOSED DRAINAGE SYSTEM _ - - - _ _ - - �2x l II �, ' / ul U) M C� . 16 - - - _- _ � s rl - - - 4 Q --- — - �� o � � -- - 4 4 - i I I PROPOSED 20' PUBLIC23xoo / / N ti6 I i I DRAINAGE EASEMENT YD-3A / I / LOT � � � , [� \ LOT / I PROPOSED YARD DRAIN SYSTEM w/ �/ 2 zzB° �'� O 10 / \ I io' PRIVATE DRAIN AGE EASEMENT /, 7 22 I / / / �3x / I I LOT / / / / / so U 00 LOT 3 LOT LOT / �� °/ Lu � O 21 \ \ I I - I 24 25 e o 390`I - 1 J I EXISTING STREAM O _j LOT ��,� FUS 1 1 0 O PUBLIC 16 - / DRAINPROPOAGEDEASEMENT / / / /, 1 v ��pFR�/'S�9 ��x ) N Z PROPERTY / / \ O � Ii1,�Sp \ - _ / BOUNDARY (TYP.) `. , � � - - / � L / � �� / LOT / / FkTF �F w ROPOSED RIPRAP OUTFACE °p / 26 ,� \ S/O� �- -, RIF�1� w v 7�EXISTING STREAM \ W_ P G FIN C URT Sx C. AIC SCALE Lu \ - —PpS�D PUBL� - - I U) w AD 5° �� \ / 1° \ \ 30 0/ 15 30 6o JOB NO. a a, , ° V1 - 182150 —� A 1oB v ?Sx C I F E 0 SCALE PROPOSED GREENWAY (TYP.) / / / S - �ti 12+So H / / LOT �_ Sp / 1 one - ft. ►► /, / T 1 =30 , w PROPOSED DRAINAGE SYSTEM � _ ° � '� � �� > � � . e � 2 I � 0�'I/ y II \ 1 \/ / I SHEET NO. 12 - -- - �� , AT HLINE - EE SHEET11 H 0 .. i � I / � s coT7TR 5791 ' N 03 i I 0 4 5 2 IONAL ! 41 1 w LOT 1 I 62 PROPERTY BOUNDARY (TYP.) w 0 0 ; 0 0 , w - ti i o w _ o w 0 w w w w \ I� LOT 63 I / I a � OPEN 30 / u � SPACE <I/� - / w Or r / Z w - /v I pRF� w Uce i A o -- 'J� EXISTING STREAM (TYP.) w �� I �, �� / FQe _Lu / %�/� � z b r / 1�■1 ° LOT� 450 - W LOT 61 - 43 PROPOSED YARD DRAIN SYSTEM wYD-7 6 Z / / \ / / w EXISTING PRESERVED 4 > o 1o' PRIVATE DRAINAGE EASEMENT STEEP SLOPES (TYP.) LOT , .<.•.. �- -= _ A � ', 1 � EXISTING SANITARY SEWER PROPOSED 4 o' PUBLIC DRAINAGE EASEMENT 440 546 � 44 I N u O LOT LOT 46 o w w w w / �6x 59 j- o / 65 Ln N /LOT / 4 6 \ w w w wi S /( /EXISTING MAN LOT AGED - V \�� 1/� � ; / 5 t 436 STEEP SLOPES (TYP.) ..•� I - w w w w w w � �� '� � / � , ; A� v � 6 � A 66 p I 'r PROPOSED DRAINAGE BYPASS/ PROPOSED DRAINAGE SYSTEM. / � O \ 7 / LOT � - Ro / 4 ° ° qp / �� 38 L9 v— z ti \ 6] / - ��,� / / j LOT PROPOSED YARD DRAIN SYSTEM w/ H \ AP1H IC SCALE EXISTING MANAGED \, � / � � °. � � / OPEN / 57 io' PRIVATE DRAINAGE EASEMENTS C'7 (n `, � '� • I � 1 � - STEEP SLOPES (TYP.) � � / � -� � � O � � `. `V •_ .. � I � � � � o i5 30 60 SPACE /� LOT N >_ LOT / /°° / / 56 LOT � / ( IN FEET ) - / 68 / 5 8 4 I inch = 30 ft. �% / 50 55 - - - Y�° �_74x y / LOT CNI --- \ / 54 PROPOSED GREENWAY (TYP.) LOT \ �� \ O I SPACE � / 9 / � � / Y A w O NOTE: SLOPES GREATER THAN 1 SHALL BE PLANTED WIT NATIVE / ��x \ N J •..•. \ `3� / � \�� , °O! � � \ PROPOSED DRAINAGE I EASEMENT / W STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION \ Q SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,000 SF. / 5oB > � �/ LOT L z 53 � OZS / / - PROPOSED YARD D o ATC L I N S E H E T 1z ,�, R Z . Q I � \ 48 > � 20' PRIVATE DRAINA z � / 1 1 U) Q 4 YD-6 � O �x°o L� W J w Q / PROPO_ SED DRAINAGE SYSTEM ��,� A PROPOSED VDOT STD. CONCRETE PROPOSED WALL MAINTEN / �� /PROPOSED VDOL� 5� Q T PROPOSED RIPRAP HEADWALL WITH 45 WING WALLS LOT / STD. EW-1 LOT s Z �v WITH RIPRAP OUTFACE 70 �� J �- 1vv ! 81 EXISTING WETLANDS (TYP.) / f . �� o �i 1--1 Q \ M D PROPOSED WALL X w - W �\ OPEN v� ��XS Ln DC (MAX. HEIGHT=4) y w w -- � w � ,,, SPACE �; ° Q � f / �/ z EXISTING STREAM (TYP.) 1 \ / / � LOT / / / \� \ \ _ . J v 11 w I 71 U oZS PROPOSED ROOF DRAIN SYSTEM i \ so PRIVATE DRAINAGE EASEMENT / - 1j 410 PROPOSED 6'x6' REINFORCED / w w w w w/4 1 \ PRO I� A W // / / A, �a V� Z M I � �. w w w LOT w , - \ � PROPOSED o' PUBLIC DRAINAGE EASEMENToo � 20 P W I--1 � CONCRETE BOX CULVERT � 1� 4, ]z ;! V A \ H Q 20 %/ y i 11 \ \ ; 4� w w w 1 ww 1 �v z8B = ; --W w ` � LOT N> Cn 18+ / ul W oo � I � 17+50 (f)_ _ 73 / / % \\ / W w , 66 W �7+00 EXISTING PRESERVED // / I v 1 -- W N W /w w / STEEP SLOPES (TYP.) 6B% ,--I -LL I www w \ / o 4 \11 \\1 I \ i, ' 26 LOT l.. / - HM �z Q 74 .t BEN V� I ° ° 46 ° W ti5+00 � / � P � �, ° W I �� LOT Q° 4 o z8 420 ,, � � I 75 OP N j _14k5 / EXISTING STREAM (TYP.) ` \ 0 10 r � � � // / / � �'' o 0 II SPACE \\ � Cn J 8 8p0 PROPOSED DRAINAGE k� - o � � SYSTEM �'°, � 41O � � � � ' I - _ --- _ _ �l, I � T II A\ C O a� w _ I \\ a o N � n I V a° A II 44 ° � PROPOSED DRAINAGE SYSTEM mPROPOSED VDOT STD. CONCRETE > Lu ---HEADWALL WITH45°WING WALLS 0 $ LOTPROPOSED zoPUBLIC w43DRAINAGE EASEMENT o0 390�76 o + 6 a � o 44— \ JOB NO. N�z \ , GRAPH,Aw I LOT II II I11 vv oB — � I 182150 PROPERTY (�' SCALE \ ` ) ( BOUNDARY TYP. w w _f \� 30 o 25 30 60 \ w w 77 — i' PROPOSED RIPRAP OUTFALL w' w w GL / SHEET NO. �EXISTINGSTREAM � � I � � I � � � IN FEET ) I \ w w w I LOT � - �� _ _+5 1 inch 30 ft. V I I PROPERTY I �I °; 10+0o c( 10+50- 11+00 T _ 1� ° 10 O 1.3 BOUNDARY (TYP.) I - I 0 �-L30 �. 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 OF A PAVING COURSE AS SOON AS POSSIBLE. vi. 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. 6WArERAL CONSTRUCTION NOTL'S FOR STRL'LTTAS' 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 IS 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, IN 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. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, 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 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 IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. 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 IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTL' ..• GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINA0Z 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 CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA IV,rJf FAT 1. AN ACTUAL COPY OF THE CBR REPORT IS 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 THE 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 GRADATION FOR TYPE 1, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY, 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA TIONS. 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, CC-9D ALBEMARLE COUNTY 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 MA Y NOT ACCURA TEL Y 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 SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). a iiiiiim 5' 6' (CONCRETE (PLANT SIDEWALK) STRIP) ili" CIL (POINT OF FINISHED GRADE) 1/� 4":1 1/4_':i 2 5'UT I 4 AN AN 4 2.5 6' (CC- CURB (BIKE TRAVEL (TRAVEL (BIKE CG-6 CUR (PLANTING &GUTTER) U NE) LANE) LANE) L NE) &GUTTER) STRIP) 36 F/C F/C 61 RIW-R/W TYPICAL STRLTLTT SUCTION - 6>' PUBLIC ROAD R/Or (-YUS.7 -4 AIU-P) 30 MPH IDI'SICN SPEED (NOT TO SCAL,-) CI L (POINT OF FINISHED GRADE) - 114':1' --L:zT � �� 5' 6' a.s 1a.5' (CONCRETESI(PLANTING CG-6 CURB (TRAVEL DEWALK) STRIP) &GUTTER) LANE) 29' 1/41:i LANE) I & 114":i SIDEWALK) NOTE: NO PARKING ALONG ROADWAY NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS. 'NO PARKING' SIGNS SHALL BE PLACED TINGANI(�°� BETE 1' EVERY 15o' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS STRIPS SIDEWALK) SHOWN ON THE ROAD PLAN LAYOUT SHEETS 5-7. 6i R/W-R/W TYPICAL S7R.ETL7T S-ETCTION - 154 ' PUBLIC ROAD R/X GRIFFIN IYAY PORTION OF) do GRIFFIN COURT 25 MPH .OESICN SPL'L'D KNOT TO SCALL'J CI L (POINT OF FINISHED GRADE) 114' 1' 1 ':i /4 I RW 1/4z_:i 5' 6' a.5' 12.5' 12.5' 1 2.5' 6' 5' -(CONCRETE (PLANTING CG-6 CURB TRAVEL TRAVEL (CG-6 CUR (PLANTING (CONCRETE-- � STRIP &GUTTER LANE LANE &GUTTER STRIP SIDEWALK SIDEWALK) ) ) ) ) 1 ) 7 29' F/C-F/C 6i' R/W-R/W TYPICAL STREET SUCTION - 49 ' PUBLIC ROAD .R/#r GRIFFIN IYAY PORTION OF), L7DISON ST, SUTTON ST, & BELFORD DR) 25 MPH .D,FSICzV SPEED (/VOT TO SCALz) NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED WITH NO PARKING SIGNS. 'NO PARKING' SIGNS SHALL BE PLACED EVERY i5o' ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS SHOWN ON THE ROAD PLAN LAYOUT SHEETS 5-7. Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Eustis Avenue 2000 2 2020 4 4 17.20 SM-9.5 2 2.25 BM-25 4 2.25 21A 8 0.6 18.30 Griffin Way 179 2 199 4 4 9.14 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 GrifflnCourt 76 2 96 4 14 6.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Edison Street 146 2 166 4 4 8.51 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Sutton Street 88 2 108 4 4 7.01 ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 Belford Drive 201 2 221 4 4 9.50 ISM-9.5 11.5 2.25 BM-25 3 2.25 21A 4 0.6 12.53 SM-9.5A SURFACE COURSE BM-25 INTERMEDIATE COURSE - COMPACTED AGGREGATE BASE COURSE, VDOT #21A I 1 - - _ 11 1V ,'� /'� �-7, // rODR � / - - , tplk �ENSWOOD s��1 - O �� - \ I I I , I I I , I �� / / ' / ,/ L I t /I I I \ 1 , I )\ � I � I I 1 I 1 I�,x �� SCOTT R. LLINS'- - l-- / O� Lie. No. 035'791 ,�-- -- --.-- - ------ - =T-- - /' - �y - - i `0� 4/5/21 �`. ... I �r� (( , /' ElI 1, ^' ELFORD pR 1 J - I �/ / - I °i ADT 1 - T - _ / z r / - I ' n I { I �z, ,I -i �' 1 I �J , I S� 1 �-, - n�� y �p�50 \ �� - 1 \I -, =�"( 146 W �v - --- 1 ' - - -fITT I _ \ } __ v ;,- _ - _- i _ \ 1 { / h , i / - \ Y t , ( \ u � r 1 r = // { / i w / / \/ ' �/ o - 11 G FIN CT L �� RIF r - � 1\ I I..... \� / , Q,- I) \ z r-- \ r � - _ \ \ \ � L� Lo T \` � I U �i - \ \ \, - < I z J Q .�, III �; - �, ( 1 _ '� � � � jI I - �� -- V ��- '\ V 1 h-1 _ , _ ,C \ - Lu ` \ 1 1 I a �a \ N ` \ r F. J � 1 � \ r j \ � =� \\ b \ / �' W r - 1 \ �, - :' \ \ \ ,/ x , - �� ... _ . . , - 'a w ,\ \.: Y.d . \ 0 �\ \ - Di V '\� _ ) �T \\' \ Q 1� " v ��0 \ 0'' / /---- ---- _ _ / /I_ , \ Oe,➢I --\ ®0O N /' /�" \ /.. 0 t1 1 7- I \ - I . �:�� . - ,- , , . � - -� ,�//, I , 0 . . -q TRIP GENERATION MAP -0 .�� In -- o SCALE = 1"=200' ... _.®�g® ®®®�\'® \ 0" .'� \ 11" (TYP.) EFR VEMENTCHART DEPTH OF EACH MENTCOURSE COMPACTED ' - ' SUBGRADE NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND ASPHALT PAVING - ROADS SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. No SCALE CC-12 NOTE+COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: CG-12 NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) I HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 CG-3 IN LINEAR FEET) CUB WHEN REQUIRED (CG-2CC-3 IN LINEAR FEET I GENERAL NOTES( DETECTABLE WARNING SURFACER(AREA IN SQUARE YARDS) GENERAL NOTES: DETECTAB E WARNING SURFA.CER(AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNSHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNNG SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX DETECTABLE WARNING NG SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC_ 12 DETECTABLE 48:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48.1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND TOP OF F'� SPECIAL DESIGN SECTION FOR APPROVAL. l SPECIAL DESIGN SECTION FOR APPROVAL. L CURB 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4Y' - 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 41 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 5 4. IF RAMADJOINING OON ISPRECAST ST HOLES MUST BE PROVIDED AFTER PLACEMENT BARS OF 5 10:1 MA% ' 2" R THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAXBE PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. .�d 6., 1"; j' 5• REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER i0 CENTER ALONG TYPE A 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED )'CENTER TO CENTER ALONG TYPE A a BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR 13" a . � CONCRETE COVER 1%2". CONCRETE COVER 1V2 •4 .4.. <4 7" 6. CURB / CURB MID GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS � 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS �^' , 4 ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5. MIN ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5- MIN .. ... , . , 1. ' 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12Mo -T 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED A 12% '[ a .. 1 Y i " i A BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER "' ° - AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12-�M!J( AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12- 1 MA I CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED. CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, 4" OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDE57RIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B MIN , BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE - HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALL UNOBSTRUCTED, STABLE FIRM AND SLIP REST TANT PATH CONNE TANG ALL S S C ACCESSIBLE NT ' F A F FACILITY THAT AN E APPROACHED, ENTERED CE I L' NITS OF A FACILITY THAT AN BE APPROACHED, ENTERED 1' 6" 2' ELEME S 0 AC C B AC E0,ACCESSIBLE ELEMENTS CL C OAC E V PEDESTRIANS. T I AND BY PEDESTRIANS, DOT #57,#$$, OR #]$ AND USED B EDES RAMS, USED EDES INS. B. RAMP5 MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12:1 MAX e. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12'1MA% STANDARD CG-6 STONE BASE UNDER CURB ec THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND a r� THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND ;I �r CHECKED BY VDOT PRIOR TO THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12'1MN� ; - THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12'1 MAX CURB& GUTTER PAVING AND/OR BACKFILLING. PERPENDICULAR TO THE CURB. 51 MIN ** * PERPENDICULAR TO THE CURB. 51 MIN X)K X( • TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ANTICIPATED RADIICMN07 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT NO SCALE 9. ACCOMMODATE THE TURNING REQUIREMENTS OF TICIPATED HEAVY TRUCK ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4-MIN TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4•MIN AT 'X. , 2" HIGHER THAN AT Y , 2" HIGHER THAN TRUCK TRAFFIC? FOR CONCRETE DEPTH- T EDGE OF PAVEMENT TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT l AT )KX SAME AS TOP OF CURB AT )1 YC SAME AS TOP OF CURB E 1 H R RAMPS ARE I CONJUNCTION WITH A HAIR PATH 1 H R RAMPS ARE I CONJUNCTION WITH A HAIR PATH 0. WHEN CUB AI S E USED IN WIDTH F W SHARED USE 0. WHEN CUB AI S E USED IN I TH F W SHARED USE , THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. AL 11 N r P PROVIDED F T I TYPE C 11 N Y P PROVIDED F T TYPE C WHEN ONLY ONE CURB RPM S ROV DED OR TWO CROSSINGS (DIAGONAL). WHEN ONLY ONE CURB RAM S ROV DED OR TWO CROSSINGS (DIAGONAL). A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME - LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME - (5' MIN.) 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .6"-2.4" C-C tO 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 6"-2.4" C-C tO CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -.I o CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -.1 0 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O 0 O O O O z WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 1 O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH y . -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH L 4" CONC. THE BACK OF CURB. y/ O O O O 0 0 0 0 O O O THE BACK OF CURB. O O O O O O O O O O O O - 3000 psi MIN. o0000 0000000 o0000 0000000 P 00000a000000C.Oo �_ o00000000000000 �_ LANDING RAMP -- _ o CANONIC RAMP -- - 9 'It 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N \\i\\/\\\// \\ d '-4 • \\\\ \\,\�\ 0 000000000000000 000000000000000 /i . - vi,// /z ; - \\/\11 \;\/` 50%-65% OF BASE DIAMETER 50%-65% OF BASE DIAMETER \/�� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER TOP DIMIETER LVA/ .,A V��A ;.'T" DETECTABLE WARNING o DETECTABLE WARNING o AT BACK OF CURB 0.9-1.4" 1_ VARIABLE FULL WIDTH OF RAMP FLOOR _I AT BACK OF CURB 0.9"-1.4" 1_ VARIABLE FULL WIDTH OF RAMP FLOOR _I 4" 21-A STONE BASE SEE NOTE 12. BAT- E� r PAY LIMITS SEE NOTE 12. r BASS . PAY LIMITS DETECTABLE WARNING DETECTABLE WARNING DETECTABLE WARNING DETECTABLE WARNING CONCRETE SIDEWALK INSTALLED ON A RADIUS TRUNDETAIL DOME TRUNCATED DOME DETAIL INSTALLED ON A RADIUS DETAIL DETAIL NO SCALE \V❑❑T SPECIFICATION N,i SPECIFICATION ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 WIDTH OF rr-2 rR-7- 9A ENTRANCE A -*-I (OS A. WIDTH OF ENTRANCE d LIMITS OF PEDESTRIAN ® Wy 3 ® LIMITS OF PEDESTRIAN NOTES: ORROM 6 EXPANSION JOINT 0 a AC ESS ROUTE ACCESS ROUTE NON -TRAVERSABLE �NP4�CR O PO UNPAVED SPACE _ UNPAVED SPACE SLOPE ul 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. Sp S� ` f7 = 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. � 4" EXISTING OR PROPOSED SIDEWALK OR SIDEWALK SPACE C w WIDTH OF 3. CURB HAVING A RADIUS OF 300 FEET OR LESS 2" R CURB INCLUDED IN w W I ENTRANCE (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. EXPANSION JOINT ENTRANCE GUTTER u _ _ _ ;;iil. ' % 0 �y � U �' - ® 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH I AS 3" f15" DEPTH) OR INCREASED AS MUCH AS D.' D.' C w O - - - - as 3" (21" DEPTH)IN ORDER THAT THE BOTTOM � e,' m p 0 x , LIMITS OF PEDESTRI LIMITS OF PEDESTRAN CCESS ROUTE NON -TRAVERSABLE _' CESS ROUTE OF CURB WILL COINCIDE WITH THE TOP OF A .A. > w IL �T z , COURSE OF THE PAVEMENT SUBSTRUCTURE. D,' D,• . y G, z W OTHERWISE THE DEPTH IS TO BE 10" AS SHOWN. • `�,• •, mil J 6 NO AO.I151'MENT N THE PRICE BID IS TO BE MARE FOR A DECREASE OR AN INCREASE N DEPTH. �' PEDESTRIAN ACCESS ROUTE DETAILS WITH & D.%� D.%� D b FLOW LINE z WITHOUT UPAVED SPACE 5. CG-2 IS TO BE USED (N ROADWAYS MEETING a' .;,A . SURFACE u. THE REOUREMENTS FOR CG-8 AS SHOWN N D.' • D.' • D ', '. ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS r ,• x W r ENTRANCE WIDTH OF PEDESTRIAN ACCESS ROUTE [3jE] EXTEND BEYOND EXISTING T-3„ IN THE SECTION ON GS URBAN STANDARDS. , %e• . e• , o I- EXPANSION JOINT DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM 12' OR PROPOSED VDOT RIGHT -OF W, {- 15" - , D.' ! D,' ^ 0.3 . BASE .� •1 EDGE OF PAVEMENT ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS , ' . %e' .;A- 1 UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT . p, • G. • t. D II ! .' T D HALF A PLAN PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A _ FACILITY THAT CAN BE APPROACHED, ENTERED AND -,% • �. • o. USED BY PEDESTRIANS. I. '.A-.. 'e' o'o'e' o1- 2" RADIUS SUBBASE IIE IF PEDESTRIAN ACCESS ROUTES E ARE BEING I I PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX.2X CROSS SLOPE. SECTION B-B %e 6' WHEN USED IN CONJUNCTION WITH STANDARD - . CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH �2-O� �I THE MOUNTABLE CURB CONFIGURATION. ' , ' %p' D.%� D. SURFACE T UNPAVED SIDEWALK SPACE PARABOLIC I s '. AC CURVE . p, e %e' . %e %e'" A ® ' ' e•. m .p D.e• D•Q- D; NORMAL GUTTER ® __-•- -- x x � e _xxx BASE �., ti. - I'• - �' . d, • :. • b% • �. I %T D.; , D.%T D. " p, • o450 04o 4. RMOX i0 10% CHANCE Vie. �,. �. o4a c I SECTIONOC-C bum - AGGREGATE 6" AGGREGATE BASE CLASS A3 (H.E.SJ 1 CONIC. TYPE ISIZE 21B 2'-O.• 5'-0" 12% MAX. SLOPE 5'-0" A POINT OF GRADE CHANGE � B„ �" FOR CURB AND GUTTER ONLY 11t - e. • e, , p. FOR SIDEWALK CURB AND GUTTER x x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS • p • , p - •. BUILT CONCURRENTLY x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND ACCEPTABLE ALTERNATIVE SECTION A -A 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS IF CURB IS EXTRUDED SECTION D-D \VE)OT STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE SPECIFICATION REFERENCE STANDARD 6" CURB 502 105 502 ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION SHEET 1 OF 1 REVISION DATE 07/15 203.03 * 27-Y4" MIN - 28-Y4" MAX RAIL HEIGHT 6'-3.. 6'-3„ 3'-IY2" 1 3'-11/2' 1 3'-I%2" 3'-ll/z" r, Baia; !,�"!,J'ld' l�.'h"!,Yl,J' !.V' I II II II II II II II II J J IJ J IJ IJ IJ IJ GR-2 GR-2A (6'-3" POST SPACING) (N-11/2" POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' NOTES( �T E. FD GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND -Ir AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO,501.05. x OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND RAL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02, x WHEN NESTED RAIL OR ADDITIONAL RAL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE W-3". BETWEEN 5 FEET AND 150 FEET, ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN /a" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27Y4" MIN - 28Y4" MAX AS MEASURED PER STANDARD GRINS. ALL W-BE RAILS SHALL B LAPPED IN THE DIRECTION OF AM E VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED I INSIDE SHY LINE BEYOND SHY LINE MPH I SHY LINE LS FLARE I RATE FLARE RATE 70 9' 3011 15:1 1F 60 8' 26:1 14:1 ! 50 6.5' 21:1 11:1 0 40 5' 16:1 81 Nr 30 4' TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ZoTH EDITION) 39 SINGLE FAMILY DETACHED UNITS (CODE 210) 57 SINGLE FAMILY ATTACHED & TOWNHOUSE UNITS (CODE 220) ADT: 786 VPD (393 ENTER/ 393 EXIT) AM PEAK: 55 VPH (13 ENTER/ 42 EXIT) PM PEAK: 70 VPH (44 ENTER/ 26 EXIT) CC-8 NOTES( L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSIIF PRECAST. 3. COMBINATION CURB b GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB b GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB 6 GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. G = ' • 1":r D . , D - - � . - - C . - • � . .'a .'a , .'a , .'A , .'A , . . • . • . • . • . • . D D • D ' - D D , • , THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENOE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION I I I I (RAMS TO BE AS 1 xx STREET APPROACH SA1LE SURFACING As MAIN ROADWAY (SEE NOTE 6) p 1 SHOWN ON PLANS)I 17) C -NNE C - - - - - - - I 1 I (RADIUS TO BE AS RADIk COMBINATION SHOWN ON PLANS) CURB AND GUTTER / CC-8,ISEE NOTE 7) / _---�_ I SIDEWALK I WJr w I (SEE NOTE 2) �P, I I FLOW LIMNS= i Ni WIDTH "B" 2'-0" OR AS A^ . MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. PLAN VIEW MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE EDGE OF SHOULDER OR 5X MAX._ _D OPTIONAL FLOW LINE SLOPE CHANGE M _ - - D MAINLINE ROADWAY '� ` ` -�-:-- -- ---- eX MAx. __ p SLOPE CHANGE D 0 bUUULZ,I LU MA IMUM IFLAKL HER IL FOR SEMI -RIGID BARRIER SYSTEMS, xv=r -,i A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFICATION ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REFERENCE REFERENCE STANDARD BLOCKED - 0 U T W -BEAM G U AR D R AI L REVISION DATE r SHEET 1 OF 1 SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) S221 IDS 502 201.01 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. ROAD AND BRIDGE STANDARDS REVISION DATE I SHEET I OF 1 201.03 CG-11 GENERAL NOTES L ONCTISDESICORDANCTMCNNEON MUST DESIGNED E WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADI CANNOT ACCOMMODATE THE TURNING REOUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK 11 CURB RAMPS WITHIN THE LIMITS OF THE RAOISHOULD BE INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CO-3 OR CG-7,THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. S. OPTIONAL FLOWLNE MAY REOUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES 8. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE Ili LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED N THE ENTRANCE.) 8, RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 8. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 0" ARE LISTED N THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES LAML B 1"+1' - - -L h ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLEI IMUM HIGH TMORE THAN IWO VPD 0 X 3 X MEDIUM I 5DO-1500 VPD a 3 X ex LOW LESS THAN 500 VPD S 5 X I B % CLASS A3 A , ►, k, ' �• ' �- �" I Ni ALLOWABLE ENTRANCE GRADE TABLE IS NOT 1. (N.E.S.) � • � 'V• - APPLICABLE TO STREET CONNECTIONS CONCRETE SECTION C-C METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COIIINIIERCIAL ENTRANCES REV 8/0, VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 a J a- z O I -II 1--1 F-I M0 W (D V I --I W 01L 0- 06 z V / a- I"I LU W 11--II 0 V 06 J U) a w II --I O z z HIIIIIIIIIII I rl 66 rl V`) i U O -j co J IIIIIIIIIIIIIIIIIIIII Z O Lu OI� � I- 0 III CO W a U) JOB NO. 182150 SCALE AS SHOWN SHEET NO. 14 ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. 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). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 1-4. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 3.5. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 2°" IN INITIAL BACKFILL 24 IN 8„ g„ 8 , $„ MIiJ MIN. MIN-,,rram� hdlN. 6" BEDDING #68 STONE * STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION N` FW 4'MI INITIAL BACKFILL 4'MI UNSTABLE B" RA..` 3.. SQI L MIN. MIN, = MIN MI"J. #68 STONE -GRANULAR FILL AS APPROVED BY AOSA ABLE SOIL O R(7CI - STABLE SOIL dR ROCK S NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO RACKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6°" LIFTS. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL CE DU(', OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD- 2 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 101t - 5 10, ' ► WATER SEWER 3 A E LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM x SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG. W-1 TD-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --- MA. GATE VALVE WATER LINE 4 is 47 t 1 2500 P.S.I. CONCRETE e 2'x 2' BEARING AREA. THRUST BLOCK 4 .4 G d. n Q � NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS FIG. W-5 TD-9 15 1/2" E.J.I.W. 1574 CAST IRON CLEANOUT FRAME AND LID 10 1/4" INSTALLED FLUSH WITH FINISHED SURFACE CONCRETE COLLAR POURED 7 1/2" SEE PAVEMENT AROUND CLEANOUT COVER EXISTING GRADE REPLACEMENT (3500 PSI) REQUIREMENTS PVC FEMALE CLEANOUT ADAPTER WITH INVERTED NUT SCREW CAP OR '' I FLAT SLOTTED SCREW CAP KOR-N-SEAL No. 5406-10 AWS* * WITH 10 1/4" BAND PVC PIPE SEE BACKFILL AND BEDDING 450 BEND REQUIREMENTS PVC PIPE SEWER LATERAL FUTURE SANITARY LATERAL --- WYE - - - - - - - - - - - (>1 BOTTOM OF TRENCH SECTION A -A SEWER CUSTOMER'S PROPERTY �v EASEMENT OR RIGHT-OF-WAY �� FUTURE I SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) CAST IRON CLEANOUT �, 4 S FRAME AND LID a; it n N %� II Ir�JLS VV LSINI II 11 I ( � LLLLL I q/ , tL. t_ ` Y� WYE SEWER LATERAL A A CONCRETE 45° BEND COLLAR PLAN VIEW STANDARD SANITARY CLEANOUT IN PAVED AREAS 1/a BEND TLl2 FOR ALL BENDS WIDEN TRENC _ _ ACCOMMCDAT ANCHOR IF 45'REQUIRED. min BEDDING REQUIRED S P - 45' MIN I T SECTION 2-2 PIPE DEGREE UEND DIMENSICN5 VOL. TEL AND PLUG5 VOL. SIZE OF (FEET) CU.YD. (FEET) CLI BEND L H T L H T 910 Z 50 2.50 3.01 0.24 4 & 6 45 22 1/2 2,0G 1.50 2.25 2.UO 2.60 2,52 1.15 0.1a 2.00 2.25 2.50 0.15 11 1/4 t.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 B., 4-5 2,66 2,66 2,77 0.26 22 1/2 1.65 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 4.83 183 3.42 0.83 45 3.33 3.58 2,95 0.43 3.B3 4.00 2.93 0,52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1, THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. NTS FIG W-3 TD-.3 "WPRESSION x 3/4" MALE PIPE COUPLING PPRDYED EQUAL 1" TYPE "K" SCET COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERM OES OR DUAL RESIDENTIAL AND IRRIGATION SERMCES. 1'x1`x1' 7EE ❑ LJ NOTE NO SWEATED FITTINGS 2' DUAL SERVICE R 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER ❑ C7 FOR USE ON DETACHED SINGLE FAMILY RESIGENIIAL SERVICE VMERE AN IRRIGATION METER 15 NOT PROVIDED, SINGLE SERVICE NOTE; 1) $ADDLE$ SHALL BE USED ON PVC PIPE. Nt[:t'J]AIi T TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) H- W J Z NTS FIG. W-6A TD-10 3000 PSI CONC. BASE BENCH SLOPED TO FLOW a - CHANNEL 1/4" 1' MIN � r BRANCH 12 i 2„ FLEXIBLE CONNECTION --I WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE LIJ J CONNECTION "BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 NOTE: RESTRAINED JOINT FITTINGS ---- -- Side View 42 Minimum Q G Certification Gf 95% 1 I I. compaction required h a 4 Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil or as approved by the ACSA. 4' MINIMUM & M 45' TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 NOTE: UIN. C-O' DIAMETER MANHOLE RE7.IIRED, 0 KH. STEP fTYP,Y DROP HAN-IDLE . - 171= .',E c tiO`iED FLEXIBLE RUBBER 2. _-_---------.-I:DDT. o r,•I -�� GASKEFED 1 STOP COUPLING . DROP PI1E PIPE STRAPS 4'•' (STAINLESS STEEL) _ o - SPACED EVERY - F 2' VERTMALL4 __-90° RESTRAINED BEND `_ErrER B,FL.-.ENT A =1-E y ° Alr1 rA o `:E1ti ER -IPE PRc7FILE � - NI`d. FEDDING WITH NO, E:'r. tiT0NF 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V:C, SIZED TTHE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DRDP FITTING WITH STANDARD GASKET JOINT. S. VERTICAL DROP PIPE SHALL BE STRAPPEDTO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CI3NNECTION DISCHARGE FITTING SHALL BE DRIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N,T,S, FIG, 5 1-C2 TD-30 e� ` E n C E �N N E ern W `E O4 O J T'D U IT) [S D E u� 0 �I Y o o aE<0 O ti Y 4 R 11k �7 �-FD _ U1 E E E E aJ L € 11)/ J ` E u s E d < s < E E S E E a E V cu E a E E a E lil z N N.Q N nrn W u M a 0Lt I CIL TYPICAL MANHOLE FRAME & COVER N.T_S FIG SH-D TD-31 FINISHED GRADE LTI-F ITI F-FI In ITI T7 LTu�TLI TRENCH REDUCER ° -2500 P.S.I. CONCRETE THRUST BLOCK - - - - - - - - - - - - - - - UNDISTURBED SOIL Ag 15' MN. PROFILE VIEW UNDISTURBED SOIL - EDGE -° OF TRENCH 24° MIN, °d REDUCER 5' MIN A IF q° 2500 P.S.I. CONCRETE THRUST BLOCK- 6" MIN, UNDISTURBED SOIL - EDGE 4- - OF TRENCH " " 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 NTS FIG, W-3D TD-7 COVER LIFT NOTCH 12 3/8" I 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 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SE'w*R 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 A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4- PER FOOT ) 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 2 4 MARKER PLUG END OF MAIN LINE SERVICE SERVICE LATERAL SECTION 45'O' O" i1 IN LINE WYE-TEE PLAN _,J VARIES SEO/ER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE, HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD, 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' 7 cu. Fr. 16 22 VALVE BOX #68 STONE 42"MIN 5" GATE ,:y VALVE x E, TEE 2500 P.S.I. CONCRETE BASE AND THRUST - 1, �.°ye BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILES-__ RESTRAINED JOINT FITTINGS WHEN THE SOIL 15 DISTURBED OR WHEN A HYDRANT 15 LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE Box. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH- 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRE❑ TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 NISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALUE DRAIN TO GRADE IF POSSIBLE I�II I=111.,;:111 IIII� IIII�IIII BRICK SUPPORTS SUPPORTS OR SOLID CEMENT BLOCK$ CRUSHED STONE TYPE "K" SOFT COPPER TION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A I" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NCT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSICN 24'VINI INTIAL RACKHLL* 8 MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MEGHANICAL TAMPER HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN 'CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL DE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK 15 ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH NTS FIG. S-3 TD-34 ,181 kR..L SCOTS U Lic. No. 035791,E 4/5/21 ONAL z O � Q a U LU Z ca 0 In O Z J O Q --: � Z W - W W N CD N 0 L0 a LD M Z /M� � N I- Nt co 1 W M N (n TOT VJ N III N J LU w > L fl. J_ > z w Q 1--1 w Q O � W = J///06 Q w F� O w 1 I --I w z z Ul� M T� w C6 Z mow/ N U) V IJ w LL O J � Q M� W (D J OCD N = O W OI- U LU pp w U) JOB NO. 182150 SCALE N/A SHEET NO. 15 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSS SSS S S S S S S S S S SSSS S S S S S S S S S SSSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSS SSS S S S SS S S S S S S S S S S S S S SSTOPSTOPSTOPSTOPWWWW WWWWWWWWWWWWW436446 420410406SSSSSSSSSSSSSSSSSSSSSSSSSSS456 T W 450 B W 450 T W 448 B W 448 E G SSS422 WW446 (BERM)442430444 T W 440 B W 440 E G 454 T W 449 B W 449 E GW 450 426 434424422 434428 450430 440454 430410 420418 430 42040043040643844 0 4404 4 0428 410432420440 432 436 4 4 6 460 434414 447 (BERM)450446420 41840641244644444644643 6 434418 446438432420438 446430424 450450 420 43 8 416 422 448 400 4344 5 4 4504544504584524 5 6 456 T W 456 B W 4 1 0 4 1 4 418 40 6 40838039039639839038839 8 40 0402 400404404WWWWWWWWWWWWWWWW W W W W W W W W W W W WWWWWW W W W W WW WWWWWWW W W W WWWWWWW 4 1 0388402 39038438839239839840042 0 42 6 3743823823783804364184 0 0 43044045246646045045 0 44044043043643 0 4 2 0 43 8440 45045443844043445043044042 0 43041841 0 410 4003 9 0 4 2 0 420436 432 4324364384 3 0 430428426416416420424410400410 416414412412 390 400 4004104204204104003904104003 9 0 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS4504504444344364 4 0 440400 4 1 0 PROPOSED LEVEL II WETPOND TO PROVIDESTORMWATER QUALITY &QUANTITY TREATMENTPROPOSED CONCENTRATEDOUTFALL #1 (TO POI #1)POI #1SUBAREA 113.28 ac.CN=81.0Tc=0.15 hrs.PROPOSED FLAT VDOT CLASS II COARSE AGGREGATE OUTLETPROTECTION w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT.FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS &ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9"ALBEMARLE COUNTYPRESERVED STEEP SLOPESLIMITS OF FEMA APPROVED100 YR FLOODPLAINPROPOSEDGREENWAY, TYP.EXISTING WETLANDS (TYP.)EXISTING STREAM (TYP.)PROJECT BOUNDARY (TYP.)PROJECTBOUNDARY (TYP.)ALBEMARLE COUNTYMANAGED STEEP SLOPESPROPOSEDGREENWAY, TYP.LIMITS OF FEMA APPROVED100 YR FLOODPLAINEXISTING STREAM (TYP.)BLOCK 11BLOCK 10BLOCK 12BLOCK 13S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSS SS S S S S S S S S SSSSS SS S S S S S S SSSSS SSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSS S S S SSS S S S S S S S S S S S S S S S SSTOPSTOPSTOPSTOPWWWWWWWWWWWWWWW436446420410406SSSSSSSSSSSSSSSSSSSSSSSSSSSS422WW442430W434424422434428430410420430440440440428410432420440432436446434414450420418406412444436434418446438432420438446430424450450420438416422448434454450454450458452410414418406408380390396398390388398400402400404404POI #1ALBEMARLE COUNTYPRESERVED STEEP SLOPESLIMITS OF FEMA APPROVED100 YR FLOODPLAINPROPOSEDGREENWAY, TYP.EXISTING WETLANDS (TYP.)EXISTING STREAM (TYP.)PROJECT BOUNDARY (TYP.)PROJECTBOUNDARY (TYP.)ALBEMARLE COUNTYMANAGED STEEP SLOPESPROPOSEDGREENWAY, TYP.LOCATION OF PROPOSEDLEVEL II WET PONDLIMITS OF FEMA APPROVED100 YR FLOODPLAINEXISTING STREAM (TYP.)BLOCK 11BLOCK 10SUBAREA 113.29 ac.CN=59.0Tc=0.21 hrs.REVISIONS REVISION DESCRIPTIONDATE JOB NO.SHEET NO.PROJECT SHEET TITLESCALEBROOKHILL BLOCKS 12 & 13 - INITIAL SITE PLAN & PRELIM SUBDIVISION PLAT182150200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 INITIAL SUBMITTAL4/5/2021 4/5/211"=100'16STORMWATER MANAGEMENT PLAN PRE-DEVELOPMENT SWM PLAN:SCALE 1"=100'POST-DEVELOPMENT SWM PLAN:SCALE 1"=100'General Construction notes for Stormwater Management Plans1. All dams and constructed fill to be within 95% of maximum dry density and 2% ofoptimum moisture content. All fill material to be approved by a geotechnicalengineer. A geotechnical engineer is to be present during construction of dams.2. Pipe and riser joints are to be watertight within stormwater management facilities.3. For temporary sediment traps or basins which are to be converted to permanentstormwater management facilities; conversion is not to take place until the site isstabilized, and permission has been obtained from the County erosion controlinspector.PRELIMINARY STORMWATER MANAGEMENT NARRATIVE:OVERVIEWTHIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS PROVIDED TOMITIGATE THE IMPACTS FROM THE PROPOSED IMPROVEMENTS. THE STORMWATER MANAGEMENT PLAN WILLCOMPLY WITH PART IIB SWM REQUIREMENTS.WATER QUALITY SUMMARYTHE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET THROUGH THREE BESTMANAGEMENT PRACTICES. THE BEST MANAGEMENT PRACTICE OF INSTALLING A CENTRALIZED LEVEL II WETPOND WILL BE IMPLEMENTED. THIS BMP WILL TREAT THE PROPOSED BLOCKS 12 AND 13 RESIDENTIALDEVELOPMENT. DOWNSTREAM FROM THE DEVELOPMENT, THE PLAN PROPOSES THE BEST MANAGEMENTPRACTICE OF PRESERVING OPEN SPACES. A RECORDED EASEMENT WILL BE PROVIDED PROTECTING THESEAREAS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT. THE REMAININGWATER QUALITY REQUIREMENTS WILL BE MET WITH THE BEST MANAGEMENT PRACTICE OF PURCHASINGNUTRIENT CREDITS.WATER QUANTITY SUMMARYTHE PROPOSED DEVELOPMENT OUTFALLS IN (1) LOCATION IMMEDIATELY UPLAND OF VARIOUS EXISTINGCHANNELS. WHERE ROAD / INFRASTRUCTURE EXTENSIONS ARE PROPOSED LEADING TO THE NEWRESIDENTIAL DEVELOPMENT, ADEQUATE OUTFALLS ARE PROVIDED WITH SUBAREAS LESS THAN 1% OF THERECEIVING CHANNELS' WATERSHEDS. ADDITIONALLY, WHERE THE BULK OF THE DEVELOPMENT OCCURS, APROPOSED WET POND WILL BE INSTALLED CAPTURING THE VAST MAJORITY OF THE NEW RESIDENTIAL AREA.THIS FACILITY WILL PROVIDE DETENTION TO MITIGATE THE IMPACTS FROM THE MAJORITY OF THEPROPOSED DEVELOPMENT. CHANNEL AND FLOOD PROTECTION REQUIREMENTS SET FORTH IN 9 VAC25-870-66 WILL BE MET WITH THE FINAL VSMP PLAN. PLEASE SEE THE FINAL VSMP PLAN & ASSOCIATEDSTORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS. _ I � - � PROPOSED 30' REFORESTED/ REPLANTED BUFFER '� I ��--\�� ,�H PROPOSED 3o' REFORESTED/ A VV Y �\\��VV�\V\VV��';� REPLANTED BUFFER V \\�\��\X�V�� l'J SCOTT R. LLINS PROPOSED STREET e� ' U Lic. No. 035791 ,� PROPOSED STREET \ � �� REE (TYP.)- V,� •� �, \ �o� 4/5/21 — — — — — — - - - - - - ZONAL x � vol rol- / y I / / - -�-- o` 1 / I `' 6ti III pC III I ( 5� `' 6 55 `- xI I 6o I L �. ,i �, � / v � I v o o ��, 5 5 - v I 5� 5$ I �O� v -- --- I �, — 5 x I ��` 53 v 1 vo` I �-Q � — — — — - — _ vo vo \ Lr)\ �� = S � — — 5 �° x — --- I �O� \ I I / 35 J / y X M BEIF v v vo ---AA ---AA- - ---A� _ M �� —PROPo i � x - -- - — - — r - pVB v M�.A A j A _ _ � v�i \ Jo _-- — — S ---- cRiw x s j \ — �— // �- M _ , von / \ V A o� vo / X / / ��/� w o - - PROPOSED STREET d � / ,� � � � � - � - � � ( TREE (TYP.) � LQ O� INE (TYP.) 1 \ = 65 �,p 6 vo,\ - �� - I \ \ \ OC \ OC i tk x I I 33 > v 6 -- o -- ° �. A REAM y 61 �.° $ - C - �— - ,� x \ �S y /' 6 I v -I 11 W �.\ — 69 � v ;�.►-- - - - - - �i S o x \ �� \ Ice (.) Q I I 3 O PROPOSED STREET 2 TREE w� �\ \ � �\ �� s V I �Q ( \ AV A 'C � 0 X I vo ti I _ E v \ - --, y I x mx O \ I I y y -V -V L �' Zam 3 v 1y v yLLuj y v y w V "� �� y v y C) w �n y y -�- A v y _ W oc o v y _- v v 1 y y y y y y y y y vo y y v I �.Q\ a I PROPOSED STREET \ x p\ W • 1 yy y y TREE (Y ) I y y y �� Ii N y y y �\ � - v ,- (TYP.) w v v y y ys � y y v 1 y y y y y y y y y �' � y \ � _v `` � 4 !� ' 1 "l ( �}— x \\ ° " � � � II Q � v y y y ` _ y y zi \\ s x �n � s o y I \\ � �. �� \ y \ \, yy yy�y I \ y -V y y y Y y y vC y �� 1\ 5 i y y � v -V J� y y J y y y 1.� \s y. / \ S� P vN y / x1.. / Z G i y -V y� o� y -v v - y y \ y\ ,� �/ A I �O 5 \\ / �Ar7Q �QVQ'�> �� \ \ Lp �' �$ y y -v y y �� y y y_ _ y �� y V �s y ys � . I - - _ � �OQaS Qv6 \ 1 A I I O Lp 95 I \ I PROPOSED 15' —� IV \ \ - \\ . = " �. 9 I \\ x , I LANDSCAPED BUFFER y y y y y \ ° y \ x gyp'( gy \V PROPOSED is' L y y y � �y y V \��/ V A �p'C gp \ LANDSCAPED y \ i 1J \ v y ___ y y \ i V A\ OC �9 �� „ \ EXISTING STREAM - y y �- �� \ \ \ .� �, x M y y y y \ x / V A �. Y, i —0Co H� 6 \ N jX y y y y \ \ �� x ' J _ PROPOSED STREET - _ - _ y y y y y y y yCVyy y u y \ / �/ $6 \ \ E- E T 8- �n TREE (TYP.) -- - \ \ y y y \y \ �. / A X �I T H IN S E w -- y y - v y �/ � y / � y y y/ y y y -V y -V J -V v y • � a5 y y y y � y y v y � y y -V -V -V y y y s �� t D y y y y -V v y \y / NU X N V1 � 'v -v y ,y � x \ m i y � � y y y y y „ y y yy\ y � D y v - L y y y y y y u 7--- -- -- - -� 0) y y v _ v -V y -V-V v y y y _ ® -0 � � � � � y v yy y v � � �� V_ � \ O� X � v V, , ' � x __. — I 11 I �,Q� N 1� _ y y -r y m y y yy � � v � � � _ A,-� \ � J --y - - v -v y \ W II Q ® ® ® -V --- 1 I ° LIMITS OF GREENWAY. a _ � FUTURE PUBLIC GREENWAYTO BE v _ _ - II Ld DEDICATED TO ALBEMARLE COUNTY � v v � � - 66 y � r AT TIME OF FINAL SUBDIVISION PLAT,, y y ,, \ - � _ _ _ _ - _ PER PROFFER #z OF ZMA2oi8000ii y �y y �Q'C V — j- - / A \ - - - - - I I �� z I I I I __ > Q v _ v� PROPOSED iS / \\ \ 25 I --- �O-\ w J y LANDSCAPED BUFFER \ N -- — I nI z ° , J� Lu — iY,\ v - -V % PROPOSED STREET y y y / I- I v- / �y -V -V y y �i - 0�-V o -V PROPERTY BOUNDARY (TYP.) = -V li \ 0 11 - y y y )-V \ Pi \ \ J /00 -A S d s y O PRO - -V „ PLANT SCHEDULE: y SYMBOLI BOTANICAL NAME COMMON NAME I SIZE 1QUANTITY1 CANOPY I TOTAL y s CANOPY TREES \ y/ / -V ASL ACER SACCHARUM TEGACY' LEGACY' SUGAR MAPLE 2-1/2" cal. 18 254 4572 V y -V -V NS NYSSA SYLVATICA BLACK GUM 2-1/2" cal. 3 181 543 / / ` ` v y y V y y y y UAP ULMUS AMERICANA'PRINCETON' PRINCETON' ELM 2-1/2" cal. 17 535 9095 y J -V y y -V -V -V -VQS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 122 419 51118 v v� PROPOSED GREENWAY (TYP.):- yv V -VUNDERSTORY TREES v vy y -V ` y y Y CC CERCIS CANADENSIS EASTERN REDBUD 6' ht. 10 124 1240 �' � y CFAS CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING\Y DOGWOOD 6' ht. 12 124 1488 GRAPH1c s -V a y CD CEDRUS DEODARA DEODAR CEDAR 4-5' ht. 36 143 5148 40 0 20 40 8 0 v JV JUNIPERUS VIRGIN IANA EASTERN REDCEDAR 4-5' ht. 44 16 704 / / MV I MAGNOLIA VIRGINIANA ISWEET BAG MAGNOLIA 6' ht. 43 113 4859 ( ) y PT P I N U S TAEDA LOBLOLLY PINE 4-5' ht. 24 207 4968 v �i�y ^\ �i� �� IN FEET TOTAL 83735°� i �' ��\� i 1 inch - 40 ft. 7 1 < U Q w' ~ Y z z Q ulU M T� w oZS zw N (n w U L.L O Q 0 W � J o N = O w O J u o Lu a U) JOB NO. 182150 SCALE 1 "=40' SHEET NO. 7 1iL__V01 5�p 1 I i 00 I I X QROQ �gev x \ V A ( O PROPOSED 15 LANDSCAPED BUFFER I 4 PROPOSED i ' �p'C �� \ LANDSCAPED BUFFER_ V / , 6193 Y. - / PROPOSED STREET \ \ \ x W � TREE (TYP.) - f - --- - - -- 11 ss v , A CHLINE - SEE SH�i7 a U� x �' Y. Y. --- — ----- —1 — \ 18 \ � s ••° \ \ � �, �3 � i � �1' PRo osE �e e RI`N x m e , � I T - - — x - , \ gyp'( \ x \ • ° \ \ � � �J ' � %• �- _ , � i _ -( • ° v \ _ I \ i y y / I y I 1 Lp I 1 y p� _ / s �Q y 1 J • ° vy y yIS v I y y PROPOSED 15' y y� LANDSCAPED BUFFER-�I O� '/ /----- _V y - 1 -r i it _ — _ v y — - - — NOTE: ALL LANDSCAPING WITHIN THE STREET ... t RIGHT-OF-WAYS SHALL BE INSTALLED PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY �-p� \ \ \ I I O� \ FOR A STRUCTURE IN BLOCKS 3.2 & 13. v y_ i \ .d° V 'x I °, ° " OFF\N C W I y � / PROPOSED STREET GR 5 PVB�RI y E� TREE (TYP.) ° a °u v� ° 1 i ��i w " 1 y y �/ �N j _- O� I I I I y y v y y y - �%// � v x 1 \ I �O� y yy _ 1 — y y y y � / J O� II I y y - � y v O X/ i PROPERTY BOUNDARY (TYP.)� v , I yZd� 5 1 O x � _ � o L 1 �� / _ _v y y \ \ I LL �°- _ � v / _ '�� / y y y y y y y V / �\ \ I p( I II 0- _V y y y y y �� aP / y y y y I ti I I � � PROPOSED STREET ' y y y y y y TREE TYP. / / \ _ " .. y y y — y y y _ � Cy \ y y y y �ti � \ / OPROPO TREETTYP� I y y y y y � y y y m o y y \ y y y �� y y �. A\ - ) � y y y a y .y — (,�-p'C I y y y y y y y, � p. y y y � y y y y\ y y � s I --/ � \ °°• I I _- -- y y _V -- S _V y y y - y y y __� y _V y y y — y — y y y� y �. V �p� . — — y y 1 y y y y _V y �yi / y y y y y y \\ ' r 1 y y y y y y y y y y y y y y \ 1 I y y y y y y y y v 1 y y y y y y y v y y y y y y y y y y y , s y y y y y y // �O� I 1 y y y y y y s y v� I 1 y y , s 1 I .. I Iv PROPOSED GREENWAY (TYP.) y y y r1_ v�y� y v� �/� I I I I• I �� x \ y v EXISTING WETLANDS (TYP.) I "k I \ x \' l y yy v y y y y y y C y yy y s y _--- V A \ i y • _V - y / y v y y yy �s ' \ \ v y y ° v {{ y y y y y: y y y y y _v y y s \ O� EXISTING STREAM / �, y y y y y y- y y y y y v\ I � y y i° vo 1 \ y y O\ \ y y \ ` LIMITS OF GREENWAY. y t FUTURE PUBLIC GREENWAY TO BE Tree Planting and Staking Detail Not To Scale Evergreen Tree Planting Detail Not To Scale 1992 DRIP UNE 1\ SNOW FENCE DOUBLE STRAND #iz GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES z'xz' HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO y" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO y' CAL SHALL BE STAKED. TREES q CAL OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES ,�S SHOWN, FLAG WIRES WITH C RVEY TAPE. REFER TO SPECS FOR DITIONAL INFORMATION. AMENDED S MIX COMPACTED SUBG DE TREES UP TO y" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF q" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE z'xz" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUTAND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE FENCING AND ARMORING 3.38 UEUIC.A I EU I U ALBEMARLE WILIN I Y —J _V y \y i� �a AT TIME OF FINAL SUBDIVISION PLAT y y� y y y y \ y y x I t y y s \ _ _ Source: Va. DSWC Plate 3.38-2 �''� PER PROFFER #z OF ZMA2ol8000zi y y \ y y y\ y ; S _V �\ { v y y v y y O �- 5 x .. O I y �v y y y y \ \ _V y� \ �' y0 -1 S%1' ,., I III-401 I� ° �l .•f• ..� .� ��. / y y y y y y y _Vy y \ �� / ^ �A �•�`� _V y y _V _Vy y _V _V County of Albemarle _V _V y y y - \ �, , Conservation Plan Checklist To be placed on Landscape flans y y '� A• / _ (Handbook, pp III-284-111-297 for complete specifications) _V/ y y _Vy ;U y y y \ \ _Vy y x 1. The following items shall be shown on the Dian: � I O d Trees to be saved; c y _Vy y y y / ® Limits of clearing (outside dnpline of trees to be saved); y y y y y y\ y - �.p 0P P �; ® Location and a of'protective fend 'a. / / • >y �Qr " ° , \ / y v y y \ y { 7,'�• ® Grade changes requiring tree wells or walls; y y y y y y y y \ i-� \ Proposed trenching or tunneling beyond the limits of clearing. / �� . �•. • ° e '� y y. y y y y _V' w ys PROPOSED STREET / 2. M rkimr. y y All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. TREE (TYP •) A V U No grading shall begin until the tree maddng has been inspected and approved by a County Inspector. _V y y \. 7. Pre -Construction Conference: �\ I ` - -`•�—� y \ y y ® \ J \ (\) Tree preservation and protection measures sball be reviewed with the contractor on site. Ci 4. C ui mein Operation and Storage: �, _ °• - - - - y _Vy y S - �/ - Heavy equipment, vekucular traffic and storage of construction materials including soil shall not be permitted within the driplures of trees y A� to be saved. • . y _V_V_V\ �, � O � 5. Soil Erosion and Stormwater Detention Devices: y y V �y S - ® Such devices shall not adversely affect trees to be saved. EXISTING STREAM y \ ° y6. Fires: _V-�� \ / / { -• ' ' 1 �, ! y y \ - ® Fires are not permitted within 100 feet of the dtipline of trees to be saved. / / �� _V _Vy \ _VS _ , _V _V _V_VA y ® 7. Toxic Materials: J` _V _V _V\ \ / / / y� { �� \ \ \ / _V- _V�y\ ® Toxic materials shell not be stored within 100 feet of the dripline of trees to be saved. _J yS ® _ S. Protective Fencing: y y \ / �� _ �,' \ i d \ \ / y J y ! O ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. y .._ y \ \ \ y y _V y y y y \ I , • do Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. y y y � ° y 9. Tree Wells: y _V _ �� ` - \ y \ O ® When the ground level most be raised within the dnplme of a tee to be saved, a tree well shall be provided and a construction detail `S� _V yC` �$ dd \: �. �\ i y \ \ y\ submmtted for approval. / � � LIMITS OF GREENWAY. y S y lo. TreewaEs: • ® ® FUTURE PUBLIC GREENWAY TO BE O ® When the ground level must be lowered within the dnpline a tree to be saved, a tree wall shall be provided; and a construction detail y \ submitted for approval. _V\ DEDICATED TO ALBEMARLE COUNTY ` y ��a / AT \ PER TIME OFE FINAL OFF SUBDIVISION P 1 T y \ y �y y O H. El hin-andTngisreg: s r � When trenching rs required within the limits of clearing, it shall be done as faraway from the books of trees as possible, Tunneling / _ under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. \ � / y � 12. Cleanup: l\ \ / \ ® Protective fencing shall be the last items removed during the final cleanup. y / y�. y _VNp y� � ® 19. Damaged Trees: _V( ) v O „ (( ) ® Damaged trees s 1 be treated immediately by pmmng, fertilization or other methods recommended by a tree specialist. y y y 1 v v " y y y �_; � NOTE: IT IS THE DF. ELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION GRAPHIC SCALE � - — � v y v REQUIREMENTS. y y �o---��— vy y �s \%y 0 y y v y _ y y y y , y y y y yo o zo yo 80 % - - y /" y v y '� 4/5/2021 \,, !1 (DATE) �' �.' � ®� � � � v y v� \ s '"V �aiS OWNER SIGNATURE yy y _V y _V� y v y� s v � y' CONTRACT PURCHASER SIGNA7 LIRE (DATE) 0 _. `� � IN 1 inch FEET 0 � It � y � v � y y y sllfo6 Page I of f / y y y y y s _IH0,� SIC R. LLINS'� D Lie. No. 035791,E 4/5/21 ONAL J Lu O CTY) i--i z VJ N V) C) W 0 N �--i N J LU > oC W In— ZJ 66 J U) Q z � Q W _j J L 0 u _j W z_ V) a— = J Q U Q I-1 Q W' Y ~ z w z Q Ul U) M w w z�W�// N I..L TI cn (n w O � MJ W 0 J O N `= i O W O J LU w a U) JOB NO. 182150 SCALE 111=40' SHEET NO. 18