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Home My WebLink AboutSUB202000167 Plat - Submittal (First) 2020-09-09GENERAL NOTES OWNERS: TMPo56Ko-oo-oo-000A2 GLENBROOK, LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 TOTAL ACREAGE: 4.7o AC ZONING: R-6 DB.507S, PG. 672 TMP 05600-oo-oo-o57B2 GLENBROOK, LLC PO BOX 3-467 CHARLOTTESVILLE, VA 22902 ACREAGE: 8.172 AC ZONING: R-6 DB.5075, PG.672 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TOTAL PROJECT AREA: TMPo56Ko-oo-oo-000A2: 4.7o AC (PORTION OF) ORIGINAL PARCEL: 6.3 ACRES SUBTRACT EASTERN AVENUE R/W (1.o55) & PHASE IIA (0.545 AC) TMP 05600-oo-oo-o57B2: 8.18 AC (PORTION OF) ORIGINAL PARCEL: 8.S02 ACRES SUBTRACT PHASE IIA (o.33 AC) TOTAL ACREAGE: 12.88 AC PROPOSED ZONING: R-6 ZONING WITH PROFFERS (ZMA 2016-05) & PRESERVED SLOPES OVERLAY DISTRICT. (PARCELS SUBJECTTO PROFFERS) PROPOSED USE: 48 SINGLE FAMILY DETACHED UNITS TOPOGRAPHY: TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE & ASSOCIATES, JANUARY 2020. BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE & ASSOCIATES FROM RECORDED PLATS AND SURVEYS, AUGUST2020. TOPO FIELD VERIFIED MAY, 2020. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED PRESERVED/MANAGED SLOPES: PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OFTHE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. THERE ARE NO MANAGED SLOPES ON THE PROPERTY. FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO229D DATED FEBRUARY 4, 2005. WPO STREAM BUFFER: THE ioo' STREAM BUFFERS ARE SHOWN ON THE PROPERTY. NO PROPOSED DEVELOPMENT SHALL BE LOCATED WITHIN THE ioo' STREAM BUFFER AREA. WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/FORESTAL DISTRICT: NONE BURIALSITES: NONE DENSITY: 48 UNITS / 12.88 ACRES = 3.73 UNITS /ACRE OVERALL ALLOWABLE DENSITY FOR PARCELS PER REZONING =i8o UNITS PHASE I =84 UNITS (23.887 ACRES) - NOTE: io UNITS OUTSIDE REZONING LIMITS PHASE IIA =7 UNITS (0.875 ACRES) PHASE IIB=48 UNITS (12.88 ACRES) TOTAL DENSITY: 149 UNITS 137.642 ACRES = 3.96 UNITS/ACRE TOTAL REZONING UNITS (TO -DATE) =1.39 UNITS BUILDING TYPE: AMINIMUM OF 5o% OF THE PROPOSED LOTS WILL BE SINGLE FAMILY DETACHED HOUSES. SINGLE FAMILY ATTACHED(SFA) UNITS AND TOWN HOUSES MAYBE CONSTRUCTED IN THE AREAS ADJACENT TO PARK RIDGE DRIVE AND THE EASTERN CONNECTOR ROADWAY. A MINIMUM OF1o%OFTHE UNITS SHALL BE SFA OR TOWNHOUSE UNITS. PHASE I: (84 UNITS)18 SFD UNITS & 66 SFA UNITS & (ioBY-RIGHT R-6 SFD UNITS) PHASE IIA: (7 UNITS) 7 SFD UNITS PHASE IIB: (48 UNITS) 48 SFD UNITS TOTAL (TO -DATE): 13g UNITS (R-6 REZONING) & 10 UNITS (BY -RIGHT R-6 ZONING) SINGLE FAMILY ATTACHED UNITS: 66 TOTAL (47.5%) SINGLE FAMILY DETACHED UNITS: 73 TOTAL (52.5%) AFFORDABLE HOUSING: TO BE ACCOMMODATED AS NOTED IN THE PROFFERS. SEE SHEET 8 FOR ADDITIONAL DETAILS. BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. SUBDIVISION STREETS: CURB & GUTTER UTILITIES: COUNTY WATER AND SEWER SETBACKS: FRONT - 5' MIN AND 25' MAX (18' MIN. FROM R/W FOR FRONT LOADED GARAGES) SIDE - 5' MIN REAR - 20' MIN NOTE: SINGLE FAMILY DETACHED UNIT GARAGES - MINIMUM ' STEP BACK FROM 3 THE FRONT OF THE PRIMARY RESIDENCE. BUILDING HEIGHT: MAXIMUM BUILDING HEIGHTSHALL NOTEXCEED35' CIVIC AREA/RECREATION: NO CIVIC OR RECREATION SPACE 15 PROPOSED WITHIN THIS PHASE OF THE PROJECT. OPEN SPACE: OVERALL REQUIRED OPEN SPACE (25%) = 37.642 AC * 25%= 9.411 ACRES TOTAL OPEN SPACE PROVIDED PHASE L S.8 ACRES PHASE IIA: o.o ACRES PHASE 11B: o.947 ACRES (THIS PHASE) OPEN SPACE "A" = 0.064 ACRES OPEN SPACE "B" = o.198 ACRES OPEN SPACE "C" = 0.685 ACRES GREENWAY DEDICATION AREA: 2.7o ACRES TOTAL OPEN SPACE PROVIDED: 9.447 ACRES OPEN SPACE SHALL BE DEDICATED TO THE HOA, WITH EXCEPTION OF THE GREENWAY OPEN SPACE, WHICH WILL BE DEDICATED TO ALBEMARLE COUNTY FOR THE EXTENSION OF THE GREENWAY TRAIL THROUGH THE PROPERTY. PARKING: zOFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT .ADDITIONAL ON -STREET PARKING SHALL ALSO BE PROVIDED ALONG THE ROADWAYS AS SHOWN ON THE PLAN. GUEST PARKING REQUIRED: 48 SFD UNITS x i SPACEI4 UNITS =12 SPACES GUEST PARKING PROVIDED: 1g SPACES LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECION 32.7.9 OF THE COUNTY CODE. LIGHTING: NO LIGHTING IS PROPOSED WITH THIS DEVELOPMENT. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RETAINING WALLS: THERE ARE NO RETAINING WALLS PROPOSED WITH THIS PLAN. OFFSITE DISTURBANCE: NO OFFSITE DISTURBANCES AREA PROPOSED WITH THIS PLAN. TRAFFIC GENERATION: TRIP GENERATION BASED ON THE ITE TRIP GENERATION MANUAL (1oTH EDITION) SEE SHEET 6 FOR TRAFFIC INFORMATION. GREENWAY: PROPOSED OPEN SPACE (2 ACRES) TO BE DEDICATED TO ALBEMARLE COUNTY AS PART OF THE GREENWAY EXTENSION. SEE PROFFERS FOR FURTHER DETAILS, AND SHEET 2. LAND AREAS: OPEN SPACE=158.870 SF (3.647 AC) LOTS = 295,io7 SF (6.77 AC) ROW DEDICATION=107,290 SF (2.463 AC) IMPERVIOUS AREAS: ROADWAYS 66,702SF(1.53AC) SIDEWALKS 18,308SF(0.42AC) BUILDINGS & PATIOSIDECKS g1,296SF(2.ogAC) DRIVEWAYS 18,5375F(o.43AC) TOTAL 194,843 (4.47 AC) GLENBROOK AT FOOTHILLS TD� / / I I OSC 27PPPKNC SCOTT/R. '(!(I�LLINS Z k111 a-IilTrlilllIIV� �\ CS�y RA�T I A v Lic. No- 0357912� ILR AD 8/24/20w4' illllll SITEPHASE IIB ,5 `� ss70NAL E�yG / ,IJ PRELIMINARY SUBDIVISION PLAT LICK[ ❑ L❑ TMP: OWNER: GLE ACRE 9.7: ZONI G: R-6 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA TMP' 058A2-01-00-062001 / / WNE GLENBROOK, LLC R: A GE: 1.89 AC NI R-6 RESIDENTIAL DB 5039/66 r- TMP: 05600-00-00-057131 OWNER: GLENBROOK, LLC ACREAGE: 9.32 AC ZONING: R-6 DB/PG: 5039,75 \ \ F \ \ \ \1 -- L ❑ ❑ IJJnnIIffI •, ❑FPAP: 056A2-01-00-06100 -,--_J OWNER: ROUTE 240 HOLDINGS, LLC C/O O REDLIGHT MANAGEMENT OR i MAIN STREET HOLDINGS ' ACREAGE: 13.05 AC TMP: 056A2-01-00-06B00 `, ZONING: LIGHT/HEAVY INDUSTRY OWNER: ROUTE 240 ` DB/PG 2012/352 HOLDINGS, LLC i ACREAGE: 3.07AC ---� ----_ -- - ZONING: LIGHTyJFNi8I RY _ -fle/FG_ __�2675/3sa ..--- ---- \ - - elm /GLENB(2OOKAi FOOTHILLS e PIIA HAS�I /' /\ N+Pi'O3o•\\c . .. `\ TMP: -I 05600-00-00 577 ////�• OWNER. GLENBROO LLCM. �j 'S \• \�, i w ACREAGE 8.172 AC _ j ZONING c \R-6 DB/PG: 5075/672 Ic IN* I I l L �Wy�+�MARLE GLENBROOKOOOTHILLS oa G .7ns7 I / \.. PHAS P TIME 11 056K0 O1k00-0 �A2 OWNEf2. GLE NBRO LLC ACREAGE: 4.70 o Na � OYW T SHEET LAYOUT SCALE: 1" = 150' ,fe i VICINITY MAP SCALE: 1" = 2000' SHEET LIST Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & GREENWAY DEDICATION 3 LAYOUT PLAN 4 UTILITY, DRAINAGE, & GRADING PLAN 5 PRE & POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN 6 NOTES & DETAILS 7 NOTES & DETAILS 8 LANDSCAPING PLAN & DETAILS 9 PROFFERS 9 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETA77VE/LANDSCAPE BUFFER -------- Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE K PROPOSED ASPHALT STRIPING -200--- EXISTING CONTOUR zoo PROPOSED CONTOUR 506.71 rC 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 rw 506.27 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE © 0 0 100 YR. FLOODPLAIN APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FW RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT z O J L Z w co in Ln 0 z J O (n F w Z H W tie Q J L co CO Q co z_ I/ N HI J C7 W 1 Lu pp J >:rP' U) �.. i LLI , v I 1/ LIL a W 1 0 U W Y J LLI Hi = U) O W zLU U_I U) J Y O Lu J Q C z o 0 ui J DATE v JOB NO. 112066 SCALE N/A SHEET NO. 1 N47' '1 5" A I A 666 ON V v \ \\ \ \ \\ EXISTING SANITARY / / / / V o / i / / r = - _ / 'aa j SEWER EASEMENT / / / / A\ \ \� / _ 6Q0 ° / / / �6 / I / i- 60_ � Y. i \ i ` ice/ 7 AO r s D.B. 1997/PG. 235 \ / o� \42' 47"W 100.62' / ° N 3 06 /, TMP: 05600-00-00-057B1 �° / \ , OWNl ENBOK, LLC \A GL BROOK �T FOOTHILLS ACREAGE: AC v v Nos 1713"E, / PHASE I Lie. No. 035791 n 8/24/20 411J 1 \1 \ V AV A ZONING: 6 , bB/PG:I 03975 1 _ \\ \V ( \I I III A S43° 42' 47"E VARIABLE WIDTH 54.00' I 1 I \ V 1 \ I \ \ \ -DRP,INAGE EASEMENT � - 6 y 1A \ A v DB.S075-672(PLAT) - - _ �x. A A 1A V v v L=ssss W \ A /� / / IN,, HEATHERFI'E�iD = � �\ . - - / ,% I f D8 LAT) c z I \ \ 1 \ \ U6Lic Rjw / / / / /� z � V mGLENBRO�AT / Z o PHASE IIA % z � \ \ V AA V 1 6`O w PROPERTY LINE / N42° 15' 48"W �� ` // ��/ / / z \V v v 54.00' GLEN BROOK AT FOOTHILLS'////// \ \ \ \ I \\ \ \ \ \ \ \ \ I VARIABLE C`l/IDtH ACW _ j,r I PHASE I V A \ v A TMP: 05600-00-0 -0�7 3 \ V \ \ \\ \ \ \ 6 \ \ \ UTINTY -67 E(P jT) V �Q V \ \ A V A A \ ,�q L=76�21 A A�� ' OWNE STANLEY tvt R I C MPANIEiS \ y \ \ - - - / [fB.5075-672(P T) / \ ui \Ci LLC OPEN SPACE �y/ ACREAGE'.' 5.84 AC \ \ 1V A V A, A, A A v V v ' - - , V A / / v v - - _ // / / / / / / / / / fie ZONING: �R6 A \ \V 1 - / v rd4�a7'2w�_ -A /� \ \ A A A - - v A _ Ne 2r 13'W 127. / �� ' - - - �/ OPEN SPA/ D8/PG:358,5g6 \ \\ / �\ 1 \ \ v / IF y \ \ � - � \ \ / i IF N84° 13"W_ // / TMP: • 056K0-00-04-03600 / \ \\ \ \ / / i / Y� 4939' N83° / OWNER: CRAIG ENTERPRISES, INC TMP, 05600�0-00 057B2 A A v / / / / "ACREAGE: 0.46 AC 1 \1 +., f v vOWNER: GLENBROOK, LLC A / / / �° 4 .�✓ / hf f \ \ \ \ i / - / / he / ZONING: R-1 / / \ v ACREAGE: _8A72,AC \ v / - \ i� / / \ \ � v v OZ NINC_ R 6 / �DBIPG: -DB/PG: �5075/672 / / 1 \\ v v v \ v / / y // \, EXISTING - - / %, ! / / / �= - / / ICD w- � �� v v v A y TMP:_ -056K0 00-00-000A2 / sl7a° ss' 3z^w / o - \ / \ PARCEL LINE / / / `\ / a \ \ \ TO BE - OWNER: GLENBROOK, LLC 4.14' z / - - \ \ - - - - - - / N20° 51' OS'E / �/ / / - - OWNER: FOOTHILL CROSSING, INC f A A A V VACATED / / ACREAGE: 4.70 AC / / ,TMP: 056KO-00-04-03700 00 ZONING: R-6 -- 540' / / / DB ZONING: R-1 AC , 100' STREAM BUFFER � � S72° 07 3s'E 3�0�s5 / � 1 \ \ \ � ' - - - - - - _ - � ' � / /-DB/PG- - 5075/672 /ZONING: R-1 n V A i 2' 24 E 9. 7- i •4f# \ \ \ \ ------ --- EXISTING TREELINE 40 Lu 1LIT 36"W 0' � \ \\ \ \ GREENWAY OPEN SPACE AREA TO BE DEDICATED TO / / / - L 7 TMP: 058K0-00-04-63800 ALBEMARLE COUNTY AS PART OF THE GREENWAY _ / / / / L= s5 / F OWNER: FOOTHILL CROSSING, INC v �- - _ - �2= 1.50 p- . ' EXTENSION. SEE PROFFERS_FOR FURTHER DETAILS. - _ v / / / -ACREAGE: 0.46 AC (\I 1 \ ��z7/y.\ � \ ♦ \ ZONING: R-1 DB/P.° � GREENWAY l / / C') DEDICATION CROZET o DOG PARK A 4E - A �� \2.70 ACRES L ♦ \ _ \ \ 4(#♦ EXISTING CLASS B TYPE 1 PRIMITIVE I � � / l � _ - - i / i \ l c:) \ \ y 1 TRAILWAY INSTALLED ALONG THE s 6.94 Y \ / N \� GREENWAY AS SHOWN ON THIS PLAN - �� / / TMP: 05600-00-00-05500 - - - - - _ - OWNER: COUNTY OF ALBEMARLE V �� f V �v i4 \v V A �\ -- -� -� ----/� // _ /v - _ A'/ EXISTIN i ACREAGE: 2.19 AC �� \ \ \ v / - / TMP: 056K0-00-04-03900 v FOOTHIL - ZONING: R-4 I \ �� \ \ \ \ y / / �v v - _ - - - - - - OWNER: FOOTHILL CROSSING, INC �. v 1, CROSSIN Lu DB/PG: 2397/431 \ / / � ACREAGE: 0.46 AC - 64a- - EXISTING TERMINUS \ \�.. 11 \\ A\ \\ v� \ - v - I \ r A - - - - - - - ZONING: R-1 l PHASE J OF CROZET TRAIL �1\ \ \ ` \ \ EXISTING SANITARY \ - \ / - - DB/PG / AND CROZET PARK VA\ A \ SEWER EASEMENT /V A V ' / - \ - -' , -- -- / ��_--- �� v v U) \ GREENWAY TRAIL \ \ \ \ \ / / . \\ \ \ \ � D.B. 1997/PG. 235 \ \ � - � \ \ � / / � , / � - � � \ � _ Lu� r \ \ \ \ ss \ \ \ \ \ / 9{ %/ i i i - - Lu �. .� \ \ \ \ \ - - \ VARIABLE WIDTH GREENWAY=17 -I- - / _ - - _ \ -- ., EASEMENT TO BE DEDICATED TO66 5=50 00 \ �/ / /_ i' = 638 _ ` \ \ ALBEMARLE COUNTY vv \\ . . ■ ■. / \ - \ - WITH EASTERN AVENUE PLAT 1� \ \ / / // - EXISTING SANITARY /' \ \ / / EXISTING TRAIL v / v v V ACCESS SWM SEWER � � \ \ \ \ \ \ ACCESS & � VARIABLE WIDTH SWM / / / / /� // / i / \ \ \ \ \\ \ \ MAINTENANCE, / \ TMP: 05600-00-00-05200 4Si 1 \ FOREST AND OPEN / / / \ g \ / /` / / / j / O \ \ �g\ \ \ EASEpd€N f / L g \ OWNER: FRAZIER, GEORGE B OR JANIE E °s i SPACE EASEMENT \ / / / \ \ /// / \ 'm \ - 98 -2�769 PG s3,. _, i D 0 PG 664 \ \ \ \ 262 Y A ACREAGE: 2.81 AC y4� B5 5, / vv A: / ! / \V� �- �� Lu ► ZONING: R-4 s y 7 EXISTING PEDESTRIAN DB/PG: 948/017 v �_ / A TUNNEL UNDER THE �' A 1 / \ \ / - / EASTERN CONNECTOR D ROAD PLAN \ (I EXISTING SWM \ - \ \ \ \ / / / EXISTING PRESERVED \ ' FACILITY \ _ - _ /' \ rJ�ul \ VARIABLE WIDTH GREENWAY / / SLOPE TO REMAIN , \ \ a \ J \ EASEMENT DEDICATED TO \ ` \ i / / LLI ALBEMARLE COUNTY / / / / \V ,11 Y \Ljj \a DB 5075, PG 664 a 5g �`F - / : z^0• ACSAi `i._�1 \`•. _ _ _��_ _ \ \ - - / / - W0/ \\ lee SANITAR 3 VARIABLE WIDTH PUBLIC \ \ \ \ \• \ - _ s PER - - BRAINAGE EASEMENT 0SEME 9 0 000l� < 737,11sa^ aAEL OWNER: FOOTHILL CROSSING, INC 237-ACREAGE: 2.78 AC - U -- CD 1 ---- _ ZONING 1 262 \ \ \TMP: 05600-00-00-04800 70j42, j _ \ 43' r-- DB/PG 4769/ f N86° S • I - - i- OWNER: HEVENER,RICHARDLLOYDII W_1s9ss' �cg' \ ACREAGE: 14.94 All / - - 6� n5 \ j \ __ \ 5 zo, AcsA 4V-43"E,4.26' e 20' ACSA UTILITY UTILITY P / A ZONING R-6 Tc EASEMENT EA�EMENr \ o42041 Pc I . DB/PG: 660/210 i GRAPHIC SCALE \ D.B. 2041/PG. 676 676_ VARIABLE WIC - j -- V A v REENWAYEASEM 25 50 100 056H-O NOTES: OWNER: COUNTY OF ALBEMARLE Y- OC ACREAGE: 1.08 AC 3 - 20' ACSA SANITARYsEENT - \ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED 1- - - - \ \ ZONING: PRD - _ _ SEWER EASEMENT B 7aai ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005, ( IN FEE I - ` D.B. 5355/PG. 737 - s� _ 2. PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY AND 1` inch 0 ft. \ DBIPG: 4081/081 _ _ I \ EXISTING STREAM 3 I _ EA _ - - - EXISTING WEST \ SHOWN ON THIS PLAN. \ - I _ - DB s355-Pc 3. 100' WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH _ \ EXISTING PORTIONi1 _ \ \ OF EASTERN AVENUE I ' I _ / 737 _ FUTURE CONCRETE CULVERT LHI\t Y11LLJ - PHASE � - Cl „ N08°42 07 W 208.55 570.79 208.56 ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. °, \ /^ \ _ _ _ - - - - - _ - - - (I �� \ \ 20' TEMPORARY GRADING �I .°• y i AT STREAM CROSSING }I - DEVELOPMENT C2 N10°25 22' E 469.14' 469.5 491.24 C3 N47°20'S6"E 27.57' 87.5 14.34' _ _ _ _ _ ` LL z I-1 z 0 Q �U/ U LL 0 w M1 W H� F--1 w z vILLJ Q w V 1 06 J z O O z 00 Z O X I..V Lu J V LH G w a Ln JOB NO. 112066 SCALE ill =50' SHEET NO. 2 \ NOTES: \ GLENBROOK AT \� \ FOOTHILLS' AFFORDABLE UNITS SHALL BE PROVIDED WITHIN THIS DEVELOPMENT IN / PROPOSED GARAGE (TYP.) \ Od�G WITH THE APPROVED PROFFERS. SEE PROFFERS FOR FURTHER DETAILS. \ 20'x20' MIN. PHASE I h \ \ �0 4� 2. PARKING ON ONE SIDE OF THE STREET ONLY PERMITTED AS SHOWN ON THIS PLAN. ALL STREES TO HAVE PARKING ON ONE (1) SIDE SHALL HAVE NO PARKING SIGNS / LOT 87 �' 3 LOT 102 INSTALLED ON THE SIDE PROHIBITING PARKING AT A SPACING OF ONE (1) SIGN EVERY ISO.. X LOT \�, , EXISTING EXISTING V LOT 10 / \ 162 / OPEN SPACE GLENBROOK AT OPEN SPACE 3 \ v - 1 FOOTHILLS T�' LOT 11z LOT 111 PHASE I LOT 110 I A LOT 104� 5° LOT ; .V ' �. LOT 109 LOT 108 Nr NO PARKING PROPOSED SITE\ \T 163 LOT107 \ SIGN (NP) DISTANCE EASEMENT LOT 105 LOT LOT 106 164 y ' -- - _ sv e� / P V 1 9c�, , ��o oPo v — ��HERFIELD LANE \� / SCOTT/R. CbLLINS'Z Lic. No. 03579111, 8/24/20� <o x.' �(zCA�J LOT 155 DB�oG.� xV ��i� LOT O e T z _ ` P\0o�eo J�J� ROPOSED DRIVEWAY (TYP.) ----- -=- -- _. �y`G61ry /g�/ 0 •\ i65 / � C,v' oe e _ � �� .. k xJC"x` A \\ x R� S ROPOSED 6' PLANTING STRIP LOT 156 / = � � �� 4 s,4�� / V � / � / \ cn \ `U) co i LOT 157 ❑ \ LOT 158 I �V y V � v / 0 zo a �• A / LOT 159 / v, G LOT 160 vv, y / / \ GLENBROOK AT all? s • GLENBROOK AT / v (� FOOTHILLS - ,5 .p � ROPOSED S' CONCRETE SIDEWALK FOOTHILLS - LOT LOT 161 / PHASE I ' i PROPOSED STO�SIGN ' / / la' MIN. PHASE IIB > ` 20 � �\ LOT %RRNEWAY � / ! '\\\PPP""" / \ROIJFCZARAGE ^F/•B RF `. °' � W 166 TO S.D: €SMT ROPOSED �, ! LOT 113 v x\ \\\ .\ , LOT ,PROPOSED SITE x s' V / DISTANCE EASEMENT \ EXISTING v �v LOT PROPOSED CG-12 (TYPJ .� 16 / O O `x 208 '` �- / o re� i PROPOSED OPE SPACE 7 / PROPOSEDDRIVEWAY(TYP.) O J� l` LOT 1 17'xz8' MIN - __ LOT LINE (TYP.) 84' �\ e EXISTING • N P 1 ----- — — o`s eJm jO, OPEN SPACE 68 ----- — / QJ�oe �� 51 / I� LOT \ � ��- ----_ � ROPOSED EDGARAGE(TYP.)-207 I , % I I zo'x o'MIN_.171 lI II I-----�! 1 � �o ROPOSED DRIVEWAY (TYP.) \ Q� • LOT % J --- - - — / icF LOT / ! sg ad ,S4,R �7L} I '" 1-. LOT ° \ PROPOSED GARAGE 206 (TYP.) - ----- - ao'xzo' MI / /' --'� U R/Iy I �I 175 "�I LOT +, 1 -z, PROPOSELTOPSIGN — I 176 \ PROPOSED S D. z8o'_— I I l \ O (TYP.)-1 ' - RIIP�D C=Tf�= — — pARBOLEDA DRIVE ryh�s �4 Sz' JPRO ----- J \ LOT LINE TYP.) g — _ L _ POSED STREET SIGN ` . \ ¢- -z8 ROPOSED , g .. �// PROPOSEDS'CONCRETESIDEWALK 2h_ °- S-D.=z8o �eLtcReAfl \ / $4 PUBLIC RAN - - PROPOSED CG-22 IT _ J PROPOSED STREET SIGN ,` ry lh "` " NO PARKI \ ' \ ♦ \ / \ ro� `/-- ,' h� t-T� — - SIGN (TYP.) co jz// N%v - 9' /CF v , —� ?�—� ryp Soo'R.� \ \ /" - / LOT - S.D. 280 - PROPOSED � \ /.-/..._, I I I ; ROP DCG-12(TYP.) Z y \ / 1-955 1 I -PROPOSED STREET SIGN p so � \ \ 1 01 LOT %. / ` I i L ROPOSED STOP IGN 5, • R $z / i 2zz, I --. SET ' e \ / 203 54'Rj� -1 - I I 194 Eo - _ CK (TYP.) $4 RNO PARISING� uo `^ - --� PROPOSEDSTOP SIGN' N \ \ (7�1 ----- \ \ \\ w � \FS�a�(� � / / •' al .. sI�N I � A 1- ' 1 uj LOT it / w N LOT / � c°mx, I r-- T I ..LOT � I �� N t� Qa , A ( LOT I I I �79 LOT I LOT Q tZ A � , \ 202GREENWY a� 1178 DEDICATION 1 6 OT LL I M AREA -/ C9 0 6' �--�I 193 z LU \ - - \70 ACRES \ \ 4 �_� _\ — _I J 9 F/C-Fl �zo REAR _ II I I -....� J H� PROPOSED U PLANTING STRIP I - —�a - - 6o' _ SETBACK (TYPj J \ �� mv- PROPOSED GARAGE (TYP.) - sz' EXISTING CROZET \ \ \ �3 48k :. ° i -_j oxzo'MIN. _RAy — s2' > DOG PARKuj s2 \ - LOT \ Q � �o��„': h� � � i � I - -- —LLJ Q LOT v a� a �- 197 1 I LOT - -- — OPEN � / � � Q J i •' r7-- — — — ' - / SPACEq°s•\ — — — LOT �- I LOT / A / J \ 2 120= N _ �� 182 I �� / � `qr. I / \ � / x , F ` \ \ PROPOSED 6' PLANTING STRIP o C i ^ LJ \'� FOOTHILLS / _ O / CROSSING LOT ;--° 1 LOT \ ,� PHASE IV Q VARIABLE WIDTH GREENWAY OPEN SPACE TO BE LOT 1 $ x` I �� ° O ✓ ARKi G _ v DEDICATED TO ALBEMARLE COUNTY \ 200 / I \ 9 ,' I )_OT p p SI N T .j / 5 183 J AS PART OF THE GREENWAY EXTENSION. \ \ °�/ / LOT \ ;/' sgi�o Y SEE PROFFER EXISTING PRIMITIVE \ / o\ x , __ - o A LU ~ FOR FURTHER DETAILS. TRAILWAY INSTALLED - o r� O /' Z o / 1 _ G - GREENWAY EASEMENT ALONG THE GREENWAY AS o 99 \ ! I i36, o �sR n I � � I DB.2041, PG.676 SHOWN ON THIS PLAN o' STREAM BUFFER \� ��Pl ' `'o, �� / I / /_ Ln ---- - - U O PROPOSED DRIVEWAY (TYP.) LOT I LOT a'x18' MIN. w 4 1 i O / v e w 18 - / 190 y 4a,R �. W moo. 1 I � z r ILLI PROPOSED ,- �/' p z' _ 20' LANDSCAPED BUFFER \ \ LOT LINE (TYP.) \ / /' \ J �I FOR DOUBLE FRONTAGE LOT- Q / ADDITIONAL GREENWAY \ \ - \ /'' _ -'• �� C/) / \ x � \ / \ \ :. � _ ALONG EASTERN AVENUE 0 „I=;._ EASEMENT OVER OPEN SPACE V / i/ �y s _ 11 AREA FOR TRAILWAY CONNECTION LOT i \ ROPOSED S'CONCRETESIDEWALK — \ J W O LOT -185 Of OPEN \ \\ o -NO PARKI'Ap)�� i ) mo V�. 4z SIGN (TYP/ / • III SPACE ; TBAMNT IN FRO \ � I� PROPOSED \.\\. - \ \ / ,\\ / K(1YP) f` P/L (TYP.) \ \ \ LOT ---- 1 \ 0 L 1$$ 1 / EXISTING N W EXISTING \ � � \, � \\ � �,/ / rb I \ LOT \ I SWM J STREAM / \\ \ \ \ / I LOT 1 i \\ 186 \ / _ FACILITY w , i �1� A \A\ �.�l - ICI LU L \ ADDITIONAL GREENWAY W RE \ 1 T p EASEMENT OVER OPEN SPACE \ 68, / \\ a U) AREA FOR TRAILWAY CONNECTION - OPEN 1 - - -- '� - _ JOB NO. �� \ SPACE e ® o I PROPOSED '� x\\ 112066 GRAPHIC S ALE f _ -h 6z' / B R/W (TYP.) III \ _ ": I SCALE , ao ° z° o s° is° \ \ EXISTING VARIABLE !_. 1'=40 WIDTH SWM, FOREST AND 20' ACSA \ OPEN SPACE EASEMENT \ SANITARY —, IN EET _ ` DB.So75, PG.664 - - - - SEWER SHEET NO. ( �' \ - - EASEMENT _ •� 1 inch = \40 ft. \ fJB 5355 PG I . . \ 3 GLENBROOK AT\\\ �, N\\ 4 " _ / FOOTHILLS - PHASE I < r�/ LOT 102 / � � � y '\ i i- / �, .. % / O SCOTT R. LLINSZ I II,i' Lic. No. 035791 a \ \ \ \ LOTEXISTING 0 41 - - - 8/24/20 �I EXISTING GLENBROOKAT y /� LOT103 v U / P OPEN SPACE / / �oP N SPACE FOOTHILLS - / v v i /y v i oNAL - ' LOT 112 LOT 111 I / A I I PHASEI ` l LOT 110 I I LOT 104 v LOT 109 LOT v� �; �� `. LOT 108 163� 4 , — - - LOT 107 V LOT105 % PROPOSED TYPE A LOT �� w.,., - -L BLOW -OFF ASSEMBLY 16 _ ,�_ I - _ - - _ J T 106 I ,' - / ' . _ W — AHERFlELD N - i / / <i / ✓ ' \ 1 j LOT 155 \ / 54 PU&IC REMOVE EXISTING PLUG &TIE-IN \EXISTING- _ TO 8" CL 5z DI / � � 4 � � � f �'� �y `• � � � � �: i � LOT 15 e - - I'V 5�" / / � /V� \ � n, 157 / � - - - /� / � � /.�_ A V A V jU) CIO / 1 v \ \\ ! LOT158 ✓ \ / / - O o ¢ LOT159 ----- i / - / z y.�j i/ GLENBROOK AT > �• �� PROPOSED 8" CL Sz DI WATERLINE GLENBROOK AT LOT 16 , _ _ , ,f A FOOTHILLS - / `�° / I / ��•: o T FOOTHILLS - t. � LOT 161 �i PHASE� PHASE IIB LOT �- � / W 166 N4K-Yr ��,� �\ i / A / EXISTING j: �/ MOVE EXISTING & TIE- _ / � PLUG w v i / OPEN� ' I li . ' ,.� • - L \\ �\ �,, / 1... , i / �._. TO EXISTING 8" CL 5z DI WATERLINE ///. O OPEN SPACE_ � EXISTING \ p pc, xz Pl LOT r R - <V�, A �� ..✓ .. ` �,,.� �, 16g LOT LOT I _ I — 65 v w o V L LOT r OT ---- 370 �PROPOSED 8' CL 52 DI WATERLINE-' _ �I 172 Y .r � � / ', I II 00 T LOT I ♦ M\ _-- _ 76, i -- =-I i J A4 - ARBOLED - / — PROPOSEDP ARRIVE - -- _ L9 Ir- r) 2 ,r,\'� � _ -A� M --LIC RQAp - -- I I - ' % ti ,�4'PUBLIC R/W - — --_ ,I _ - - '• M / A . I M J`I _ _ M 1 I { . • - .j ' ,\I \ �'� <., \ A _� \ - _ `-/ �/ i'_— ----- -{- - REMOVE EXISTING ING PLUG &TIE IN OPOSEITOEXISGS 04 203 ATER'LINE � { H1 LU - -1 ---- - • � \ , i, ,,.� iO , ---- _ - -. _ � 1, '•' ' i - i - - - - LOT i; _ _ N y � _ �p Z L T m - �'- jI I i E / (� Q aQa 180 ' �079 I 'I LOT I Q a LOT GREENWAY O2 u m i 170 1 6- -; � DEDICATION , I Qo a Av 9 I , LOT �� ;� � I I j � I � � 77 � 1 og -� AREA (� 0 1 �193 � _ - _ 70 ACRES - _ _ - -- i - - - � � - ._� � � ill / / _j � DOG PARK ` 1 ` \ ` / i I _ — I- -_ - OSED 8" CLISz DI WATERLINE _ I \ U) w ce EXISTING CROZET -- - �!/� \ / LOT - -_-_ _----— W PROP L T 197 I LOT �_ � i92 7 / Z / �v , PROPOSEDTYPEA �`• - - -- - --- �. �I LOT LOT -- / / \_ A W 181 182 \ \ — FOOTHILLS / Q 1 / � O BLOW OFF ASSEMBLY ----- 1 ` ,' I _., o Z ' -- ' - _. / _ �\ \ •� � �CROSSING - / � _ �l � vZ __ - U Z I m v —i 1 1 ° __ _ - LOT \ \ \ � o _ I __ � _ \ PHASE IV � � � LOT i83 / ' J Q 191 i ioo' STREAM BUFFER O I� W PROPOSED /� , A _ _ --�G � LOT LINE (TYP.) \ _ \ , / 1,. / / v a OPEN v v v o v SPACE T j - -. '� v r 1 -_ \ �_ � � �� .-- -• \ \ \ � � BLOW OFF ASSEMBLY I_ C �' \. '� , $5 PROPOSED � ? � � � I � � �• - - i • I PROPOSED8 \ / 1 - t- 1 - \ _ SAN. SWR (TYP.) F- F 6'AQUATICB w I PEN •-, ,� �` I \� JOB NO. SPACE GRAPHIC S\gALE B 1 ` • --. � � \ � � , I SCALE as 0 20 ao 80 V � „ -4 0, zc' AcsA SANITARY'— _— SEWEP ; ` /• - • ✓ / - 1 -- - -- VARIABLE WIDTf P SHEET NO. 1 / ( IN FEET ) _ - .:=t '`�.®- --`--- - - - ' . --- - , ' BRA[fY EASEM • _ - EASEMENT / ' _� G S _ _ y , , 1 ' , 1 inch = •,40 ft. \� ` \ \_ - _ ' ; S' -_.._ - - G6 .�35. �(, - f . ♦�;/ 4 iI I I i ,• ,\ \\ OVERALL SWM PLAN s. WATERSHED Watershed Summary for DA 3A: % Outflow Summary: (2-Year Storm Event) \ - - \ --SCALE 1"=1000', FINAL FUTURE BUILDOUT 1-yr, cfs 2-yr, cfs 10-yr, cfs Pre -Development Post -Development Approved Pre -Development 6.86 8.49 25.44 \ - SCALE 1"=200' e Approved Post -Development Routings 1.48 1.61 2.39 Full Buildout Proposed Post-Dev. Routings 0.94 0.98 7.58 Note: Per the approved 9VAC25-870-66 calculations, this development meets channel - - _ / w -. •. x wax n� x x .A 1 S protection compliance b haven a post -development 1-year peak SCS design storm outflow _ P Y g P P Y p B Total- 15.46 cfs 6.93 cfs less than or equal to 1.48 cfs._ \ • _ '� �, . cts\1 2066- rossing\GI bro - R d a Utili r DAW1AFinal Buildout Impervious Area Summary FINAL BUILD OUT NOTES P:1f roj Roadways 188,477 sf Summary: ( ; f i - --- - zi <' _ v.,� * e1. THE LAYOUT SHOWN INCLUDES THE OutflowSumma 10-Year Storm Event) •• � A 1 � _ �� ■ ■ �- s�� GLENBROOK AT FOOTHILLS SUBDIVISION Pre -Development Post -Development *Sidewalks &100 Driveways 102,924 sf CURRENTLY UNDER REVIEW. AFINAL 5 Attached Lots where Half is Captured 4,600 sf SUBDIVISION PLAN IS REQUIRED FOR THE 6 Detached Lots where Half is Captured 6,000 sf DEVELOPMENT OF THESE LOTS. 61 Attached Lots where Most or All is Captured 112,240 sf 2. AMENDED SWM FACILITY #1A (LEVEL II 22 Detached Lots where Most or All is Captured 44,000 sf WET POND) WAS SIZED FOR A MINIMUM DESIGN TREATMENT VOLUME OF 68,039 Approved Foothill IV Impervious 16085sf PP P cf. THIS VOLUME WAS CALCULATED 474,326 sf USING THE VRRM AND ASSUMES THE DA'1A' 8.49 cfs DA'1A' 0.98 cfs DA'2B' 1.89 cfs DA'2B' 6.97 cfs DA'3C' 1.81 cfs DA'4D' 2.25 cfs DA'1A' 25.44 cfs DA'1A' 7.58 cfs DA'26' 16.50 cfs DA'2B' 27.79 cfs DA'3C' 4.01 cfs DA '4D' 4.54 cfs FINA BUILD 1=80 3 hrs SCOTT�R. CBLLINS z Lic. No. 035791 !� p 8/24/20 ONAL EPO��w r v FULL BUILD OUT SUBAREA CONSISTING -� d * Includes Park Ridge Dr, Glenbrook Subdvision, Eastern Connector / C / - - �' ./ II - OF 10.89 ac. IMPERVIOUS AREAS & 10.75 - Total= 53.23 cfs 32.63 cfs O Road Ext.) ac. OF MANAGED TURF. THE CAPACITY OF -__--__ '-- _ is , ,./ �>- ❑ r THE APPROVED FACILITY EXCEEDS THIS ----____ v � ; .. j , / / , � - -- , \, - ;' /, , "' r' •�'' r. ;, ''V � AF i'e; I ' 1' � � I I � 1 DA#2BFinal Buildoutlmpervious Area Summary DESIGN REQUIREMENT. I ssa' - �_- (Water Quality and Quantity Calculations) -3. THE PROPOSED GLENBROOK PHASE II _ / ,•/; !. zero V - / i v ,i - -r v... BUILDOUT WILL UTILIZE SWM FACILITY - - - - �� / Roadways 92,735 sf - %, // / / /./ / . / vT 11 e ..I I I I \ #2B, WITHIN THE FOOTHILL PHASE IVN _ "I _ l \ `;',: - .' ,�� Sidewalks &24 Driveways 37,786 sf PROJECT. THE EXISTING DETENTION- 5 Detached Lots where Half is Captured 5,000 sf BASIN WILL BE UPGRADED TO A LEVEL '/ k/ , .1/ - / i . ' ; " `,, A '�'� \ � "nj' mod;. '- k I V A Z 30 Detached Lots where Most or All is Captured 60,000 sf WET POND. _ - - I 77„ -7 - l / ' - x 4. THE OVERALL PROJECT SITE WATER - / ' Cv` .\ "I j. A Approved Foothill IV Impervious Area 49,658 sf QUALITY MEASURES WILL REQUIRE AN 245, 179 sf ADDITIONAL 1.71 LBIYR PHOSPHOROUS e / \ REMOVAL BE MET PER THE VRRM. THIS m i` L DA#3C Final Buildout Impervious AreaSummary LOAD WILL BE TREATED BY PAYMENT INTO THE LICKINGHOLE PRO RATA SHARE ' ' ' ' . - (For Glenbrook at Foothills Water Quali ty&Quantity Calculations) v .AV- ',�! �i � j -_ 1 � �-� � , � ��, � /� � � "� v �;;, A %`'. 1 j-=-�,o-_ , � _ A � � WHICH WILL REMOVE 30%OF THE 7.89 ' \ Binion Drive (portion) & Road A 10,449 sf \�. �1 � �_ /,� �� .i �-� A Y � II ""^- A C) Q LB/YR REMAINING LOAD FROM SWM v , 1 / 7\, , w A� v , , ' Sidewalks &4 Driveways 5,247 sf FACILITY #2B (2.37 LB/VR), EXCEEDING V '- �2''�� 1 �/: ,' ' ' 00` OLF W/ � ELEV.=1',& � � - '�_ �-_ � ' � � j •'�� ' � �V "` � • ; � �� ` _ - i � � � � � / A - v. � � 2 Detached Lots where Half is Captured 2,000 sf WATER QUALITY REQUIREMENTS. �. l f 9 OFCF w/ A.ELEV.=1;- / ' - - O Qt. / �.. <^- \ 1 I _ 2 Detached Lots where Most orAll is Ca Lured 4 000 sF 5. DRAINAGE AREA #3C AND #4D SHALL V ':;� 7 ,2 2 ;%! - -' _. < S'--- �_ ;� ¢ '�� < y,-•,. ��' . '?, r (�,� /� 'i _ W RELEASE K. THE OVERALL DISCHARGE TO l , THE v y CONTRIBUTING DRAINAGE AREA TO THE DA#4D Final Buildout Impervious Area Summary CREEK AT THIS SITE IS 134 ACRES. THE (For Glenbrook at Foothills Water Quality &Quantity Calculations) PROPOSED DRAINAGE AREAS #3C AND \)1' � / \� ♦ •; �p / \ \ ��, � � - o,a p\ '' � , sew f -� -�/ #4D ARE 122 ACRES AND 104 ACRES Iq �.,, ,i J rc --.,/� W w/ 4 ELEV.- Binion Drive (portion) 7,808 sf ; �- R {--- RESPECTIVELY, WHICH ARE LESS THAN ` �. Sidewalks &SDrivewa s 5,304 sf %/ 165' fl El \ Driveways RESPECTIVELY, 1%OF THE TOTAL CONTRIBUTING S Detached Lots where Most or All is Ca tui 10,000 sf P DRAINAGE AREA TO THE STREAM AT I I\ ,11.-' ,.: \ '. 1•. �\ ;� % �" .�% y„'Sa !' � �ic�� "' �' 23,112 sf EACH OUTFALL, HENCE THE 1% RULE \ 1 \ ILDO APPLIES AND THE OUTLETS MEET _ \ CHANNEL ADEQUACY REQUIREMENTS. \ 11 L.1.22 ac \CN "Tc .30 hr . O ■ \ , - _ \� \ qr V A \ \ v/./ (-J - - _ _ v �. 1- / ' _ Y bad V � � L f t \ \\ I \ / r _ 7 \ O� j1W :j 00 , Y v I A .w --- vI ♦ i Q', F� _ - L r 1 i I ♦ i 1,lipix MEN 1A OF OLF w/ A ELE 'OF CF w/ 4 ELEV. 1`4' � A ' v / _ y % J ,/ L.L Z \ J / 1--1 O W �� , ✓ v y. / �� v,� (D \� I I J 1 /'� W 1--1 ■ , \ _ L ♦ ,� , . _ _ APPROVED IL - ;' -/, APPROVED SWM PLAN FROM i i �•� �� , ,; ;A ✓ _- / APPROVED Tc-0.37 hrs• ' -\.� `_ ` �^�\ \v\v\\v\\\\ w \\A\ I I I II /�J � k I \\w�\\ - v f l /9L � APPROVED FOOTHILLS OTHILLS e 1 _j CROSSING 11 VSMP PLAN Z PROPOSEDAMENDMENT#3 PRE -DEVELOPMENT SCALE 1"=200FINAL BUILDOUT DA #26 Po 1 13.46 ac. / / Tc=0.29 hrs. (100' OF OVERLAND FLOW AT 1' I\ - / - - - �_ \\ \\ CN=76 & Tc=0.24 hrs. �/� Tc=0.08 hrs. (952' OF CHANNEL FLOW AT 4%) \ \ \ - \ - \ \ \ / �1 \1 \ \\ / - - ♦� �i \` --` (� ( / O 1 �/� I I ,X _. I, I\� ( \ ,' I`i `I ♦. yGG,9 ----- - - � v! 1 1� \\�� }i� \ \III\ � �„ i r• �. I , ,,- I ` � •.�, _F `' -- ;, 1 F I i I, \ \ /i• PRI -O E ELLOPMENT / I \ N1 - W I Ul ^ ✓ (I /III \ - - - / I-\ IT C1�=61 &-Tc=0.37 hrs / i , / / /// / l \ \ - \ \- O \ L.L a ( \ / -�"r _ � _ -_ ,\ \ LLI -\ I 1�1 / c EXISTINGI- \ J w o 3 I e r PROPOSED \ ` \ z �S PRE -DEVELOPMENT \ -/` �ti I I fy.,;r� �' .. .. I V O DA #2B LU / - ��LU _ _ 1 99.97 ac. 1 l \ \ ij/ /% _ /> _ �.� `�-------- --- N=57 & Tc=0.29 firs / i // �i - y�,' \ * ---- _-5' V - �:- I � GRAB'\HI SCALE - INFI'jET) -------/�.-.- _ _ JOB NO. s �1inch ft.112066 i FUTURE CONNECTOR ROAD CROSSING SHOWN FOR INFORMATIONAL PURPOSES ONLY VSMP� t \_ \ \ / \ \ \ \ FOR THE CROSSINGS SHALL BE SUBMITTED - - - - \ \ \ EXISTING TREELINE \ \ / \ SCALE \ \ UNDER A SEPARATE APPLICATION i �- \ � -N �\ � F\ AS SHOWN / \ APPR�VE Tc=0.29 hrs �- - ' // = ` /i\\ - \ \ \ , - - i I o Fti \ o ✓`;.;, - - - __ A - - - - - - - __ - - A,` SHEET NO. Tc=0.25 hrs. (100' OF OVERLAND FLOW AT 4 /o � �� - / / v TC=0.04 hrs. (500' OF CHANNEL FLOW AT 6%). _ �rPROPOSED FACILITY / i - - /� - - A `� o� y - - \ \ \- _� /2B, \III//�� \\ i ��r `- __- - _ \ \\\ \ G��%g01 \I - 5 I !. f r \ r i Table 4: Pavement Design (VDOT Pavement Design Guide) NOTE: -ACTUAL PAVEMENT DESIGNS SHOULD BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. GENERAL CONSTRUCTION NOTES FOR STREETS: -A i" BINDER COATWILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY 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 LOCA77ONS ARE APPROXIMATE EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAYBE REQUIRED AT LOCAT70NS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT Q SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF -THE M-izbA MAX L FTTHICII ONAL 1: l APART PER AI Pavement Design THE 2024 VDOT PAVEMENT DESIGN GUI, THE ADD DE. RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub base h a Dp Eastern Avenue 6000 0 6000 5 5 20.66 SM-12.5 3 2.25 BM-25 5 2.15 21 B 9 0.6 22.90 Saunders Hi8Drive 185 0 185 5 5 8.55 SM-12.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Saunders Hill Drive (West ofClaibourne) 96 0 96 5 5 6.27 SM-12.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 ClalbourneRoad (SouthofPark Ridge Dr) 750 0 750 5 5 13.43 SM-12.5 2 2.25 BM-25 3 2.15 21A 5 0.6 13.95 Claibourne Road (North of Park Ridge Dr) 134 0 134 5 5 7,43 SM-12.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Durmood Drive 185 0 185 5 5 8.55 SM-12.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Heathfield Lane 92 0 92 5 5 6.12 SM-12.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Arboleda Drive 890 0 890 5 5 14.02 SM-12.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 GialdaCowl 94 0 94 5 5 6.20 SM-12.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Behan Lane Y 58 0 5 8 5 5 4.52 C _ M 12.5 2 2.25 BM- 5 0 2.15 21A 8 0.6 9.30 PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS ate: Contractor to ore any existing pavement emg u an coo ate wat on upgra es to geometnc esign stan to ensure t e a ve spec catiom are met an SHALL BE INCREASED TO SEVEN (7) FEET. are in accordance with their standards. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL 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 I/DOT STANDARD PE 1. 7. COMPLIANCE NTH 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 EXIST. GRIND 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 7HE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY EXIST GROUND 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 CULIERIS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPEC7ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A Ill OR COUNTY INSPECTOR PRESENT. ROAD NOTES: CUURB F 4- GI T R w h ON, PARK/NCI R/lY ONE -SIDE ONLY (WERE INDICATED ON STREET STREET PLAN SIiEE TREE TREE I/451' 1/151' I` I/4'•I' 1/f''1' CURB I CURB S/DEWAU( PLANTING STRIP CUTTER ZRA MEE.WAY IRA 4fl-WAY GU77ER PLAN77NO STRIP SIDEWALK f 25 25' 125' 25' I. a/M TYPICAL PUBLIC ST"A7' SA TION (LUArAWOOD, CLAIBOLII Arr.4fAr Tl2rTLDA SAlUNDCR9 If= BATTTIl.4", ARBOLBDA, CIRALDA) P.APlf/NO ONE SIDE ONLY NOTES: NOT TO SCALE DES/CN SPS'ED=23 J1PAr 1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. 2 STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE SHEET FOR NO PARKING SIGNAGE ON ONESIDEOF ROADWAY. GRADING ° 6 Z" R SURFACE COURSE 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION 13 NQ 1 1 ~ 1 BM-25 SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON INTERMEDIATE COURSE METHODS ° 7" ME77IODS OF THIS PROJECT COMPACTED AGGREGATE 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT BASE COURSE, VDOT #21A SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND 4" REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE MIN SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF 7REES AND VEGETATION SHALL BE CLEARED AND 1' s" 2' DOT #57"1 8. OR #78 GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION STANDARD CG-6 STONE BASE UNDER CURB & WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE CURB &GUTTER PAVING CHECKEAND/OROT PRIOR LINO. REMOVED. NO SCALE 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCT70N OF THE SUBGRADE. DRAINAGE 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 U0-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. I ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENG77-1 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 7HE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T 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 7HAN 10, 7HE 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 GRADAT70N FOR TYPE 1, Ill, OR 111 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 SPECIFICA7ONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY NQ TH GENERAL CONSTRUCTION NOTES i. I 1. PRIORTO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT - OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF ii. I TRANSPORTATION (VDOI). THIS PLAN AS DRAWN MAY NOT ACCURATELY BE REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. III. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO PL CURRENT SPECIFICA7ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. IV. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN TE ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL PL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND v' MULCHED. AP 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VER77CAL). WHERE CO REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE PA ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED vi. WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, iT IS AS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM IMTN THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. vii. B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED PRI CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVAT70N FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY viii. WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART AD 1926). RO ASPHALT PAVING - ROADS NO SCALE TE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS AT ARE PROPOSED TO BE STATE MAINTAINED: NSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. NSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY FORE BEING COVERED. CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY TESTS BEFORE ACEMENT OF ROADBED BASE MATERIALS. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS ACED. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE PROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR URSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A VING COURSE AS SOON AS POSSIBLE. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION PART OF THE FINAL INSPECTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK OR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE DITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. (5' MIN.) Di" (TYP-) SEE PAVEMENT CHART 4" CONC. FORDEPTHOFEACH 3000 Si MIN. PAVEMENT COURSE P \T \Ni�,N A.x.T 4" 21-A STONE BASE CONCRETE SIDEWALK RADIUS li O 7 BASE SPECIAL R P6ERME 1➢5 502 NO SCALE v"� ---- 1 - -r--- FHOT / a j . \\ !�� o _ EATHFT O�NJ \ , - 92 VPD -�y� �T •� \/ �Q,CO � � -_�___ �� '.� ESN �� O \. T i T I _ r i 1, I, ®� \ \ T' RBOLEDA DRIVE FEET, .\�. Y ', 890 VOID \ \ J \ �I h-f I I I f cD A,C 1 a i , L z>e rcR I Y,. / \ \, 1 `• \ ri A TRIP GENERATION CALCULATIONS SCALE: i11=too' TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) 48 SINGLE FAMILY DETACHED UNITS (CODE 2io) TOTAL ADT: 454 VPD (227 ENTER/ 227 EXIT) \--" TOTAL AM PEAK: 36 VPH (9 ENTER/ 27 EXIT) TOTAL PM PEAK: 36 VPH (23 ENTER/ 13 EXIT) GO NOTES: 1. THIS ITEM MAY BE PREDICT OR CAST IW PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, HCOO PSI IF PRECAST. 3. CURB HAVING A RADIUS OF ADD FEET. OR LESS (ALONG FACE OF CURB? WILL BE PEE FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" H5" DEPTH) AN INCREASED AS MUCH AS 3" AT AS N ORDER THAT THE BOTTOM OF CURE WILL COINCIDE WITH THE TOP Of A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TB BE 18' AS SNOWN,ND MJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN NCREASE IN DEPTH. R 5.CG-2 15 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CC-6 AS SHOWN IN APPENDIX A OF THE ADEL ROAD DESIGN MANUAL- c: E NOTES LT THIS ITEM MAY B_ PRECAST OR CAST IN PLACE_ 2. CONCRETE TO BE CLOSE A3 IF CA4 IN PLACE. 4000 PSI IF PRECAST_ 3 COMCMATION CURB 6 GUTTER HAVING A RADIUS OF 30 FEET LESS AO C ACE OF CURB) SHALL O ET OR < N F C 1S BE PAD FOR As RA`>IPL COMelrvanplu CURB e GUTTER. 4FOR USE WITH STABILIZED GATT GRADED ORNNAGE LAYER, THE BOTTOM OF .H[ CURB GOITER SHALL BE CONSTRULicO PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. s, ALLOWABLE CRITERIA FOR ONE USE OF CG-s IS BASED ON ROADWAY CLASSIFICATIONTI R. MID CASIAN SPEED AS SHOWN IN APPENDIX A OF THE VDCT ROAD DESIGN MANUAL. 6 SURFACE 6. v,.,+, A D SASE o d A 6 0 0 A b.' A 0 a ' D 0 D D D A SUBBASE IS STANDARD 6" CURB VIRGINIA DEPARTMENT Of TRANSPORTATION On El. RISE SAID QO1.01 CG-12 C GENERAL NOTES: 1 T E DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. IT 1: DETECTABLE WARNING TO BE GLASS ACE CONCRETE (CLASS LW IF POF THE , WITH SLIP RESISTANT I07EIllL SURFACE COVERING THE FULL WIDTH OF HE RAMP L OTHER R 2 FOOT I11 LENGTH WITH THE THE OF DOES PEDESTRIAN - TRAVEL OTHER TYPES D WITH MATERIAL WITH THE TRUNCATED DOMES OETECTPBLF WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEfP.. TYPE A a FLOORc SIDES OF G PE MSSI LE N FORCED uJOINT WITH SE UWITHRE RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOIN) WITH REORfREO BARS. J. IF RAMP FLpOR IS PRECAET, HOLES MUST BE PPOVIOED FOR DOWEL BARS 50 THAT .ADJOINING FLARED SIRES CAN BE CAST IN PLACE AFTER PLACEMENT ART PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. UN 5, REQUIRED BARS ARE TO BE DO % 5" PLACED VCENTER TO DIRENESS ALONG lq3 UHY' BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR- MINIMUM t2.I�,X rl CONCRETE cpvER 9 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ME INCLUDED Itl PAYMENT FOR CURB , CURB FN PUTTER. c e uR D TYPE B 7. CUARRB RAMPS ARE TO BE LOCATED As SHOWN RI THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER, THEY E TO BE PROVIDED AT INTERSECTIONS WHEREVER AT ACCE551eLE ROUTE WITHIN THE RIGHT Of Ill OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF wFFrNER SIDEWALK IS ERASING, PROPOSED, OR 'ONE %IS TENT, THEY MUST ORACLES LOCATED HEE PEDESTRIAN CROSSW ALBS AS LOCAT ON PLANS OR fLE TOPLK S, THE ENGINEER, ADDPOLES. S. FIRE NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES FIRE i 77, HYDRANTS DROP INLETS, Ell, ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE. FIRM RAID SLIP RESISTANT PATH CONNECTING ALL 12., MPX ACCESSIBLE ELEMENTS OF A FACILE THAT CAR BE APPROAGHE➢, ENTERED SR x'D, MID USED B'r PEDESTRIANS. 0: RAMPS MA)' BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2'A AT ,',',Y" HIGHER THAN THE CURB OPENNG S PLACED WITHIN THE UMHS OF THE CROSSWALH PNO EDGE OF PAVEMENT THAT THE SLOPE AT THE COIJNEC710N OF THE CURB OPENING IS PERPENgWLAR TO THE CURD. AT A.'J1 ,SAME AS TOP OF CU0.6 s. TYPICAL CONCRETE SIDEWALK Is s^ THICK_ WHOM THE ENTRANCE RADII CANNOT TYPE C TPWHOFEEL, TO STANDARD ECIA 13. ICOMMERCRE ENI7RANCE UFFHAVVYTRUCK PARALLEL M PERPENDICULAR TRUCK TRAFFIC, FOR CONCRETE DEPTH. 10, WRENMCUPS RASPS ARE USED IN CONJUNCTIOE NITH A SHARED USE PATH, THE INIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 6E" - 2'A TRUNCATED COME G C O O O 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0. 0 0 + o Q c D o o c D D 0 p n o Q DOT C,, " y O O Q o AAO 0 o c o 0 0 a Q b BZi - O G TO u O O O O O D O p Ul O O o z 50% - 55, OF BASE DIAMETER O O C O C 0 0 0 0 p O 0 O O O O TOP DIAMETER O 0 p p O O 0 0 0 C A,O p 0 O 09" . L4" vA41ABLF r BASE DIAMETER 4'MINIMUM. PAY LIMITS TRUNCATED DOM- DETAIL DETECTABLE DETAIL WARNING ;BEE, , pDETAIL ., CC-1? DETECTABLE WARNING SURFACE SHE E REIEiIIlICE TEA. 7/05 GENERAL NOTES 5002 -,GO CA] VIRGINIA DEPARTMENT OF TRANSPORTATION fi THIS AREA MAY BE CONCRETE Al"OPTION Of THE CONTRACTOR COMBINATION 6" CURB €V GUTTER VIRG':NIA DEPARTMENT OF TPANSPORTAI'ION PERMISPBLE '4 INSTRUCTION !#5 DOWELS, B" LOGO �CIIR 0 12" C-C THE BOTTOM OF THE CURB ALL GUTTER MA'( BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF T" s MANTAwED. I I I TO BE AS I A- -STREET MPROPLN SAE E NOTE 6 AS NINLBE ROADWAY NEE NOTE 81 SHOWN SHOWN O1 PLN6) I} C C - I (RAOVS TO BE AS L RIBIK Cd6NATpX CURB NIB GUTTER SHOWN ON PLANS) / cc-ei1 MOMn 4 � SEWNK Cl NOTE 21 1.... NOTE, WIDTH 'B" 2'-D" OR AS W I MARLIN£ ROADWAY SHOWN ON TYPDA EDITION AtI PLAN VIEW MNRaNE ROADWAY SLOPE w•PARABOLIC CURVE EDGE OF SHOULDER OR eY MA%. ORIGINAL FLOW LNEIaOPE CHANGE U 4NNLINE ROMM'AY -- ---'- ---- e% MAX. ® - SLOPE CHANGE - - - p D 20'NNNLW FOIL 5'MN Cp1�lEflOAL EMRADE ® CONOTNUCT GRADE CHNIGEe WITH A PARABOIC CURVE. SECTION A - A yQ 11 Ill C. v YRYR - .k .M. L. AN. \, k'�'• = E CONCRETE ..' - IG i. SECTION C-C ern 2G103 J'ma B ° Ali rv� M B ` lD -ex'T, TRUNCATED DOMES A SEE SHEET tOF J ITCH DETAILS TYPICAL DESIGN BACK OF CURB-� 12" MAX. 20: 1 ry i.-r Mlrv-- SECTION A � N � v N N - CON5TO1BLE Yt' ONSTRUciION JOINT \ SECTION B-B s' IN 4 N To MAX, 0:1 M NOTE: FOR GENERAL IICTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1GF a. P 4'SDUMP LANDING AREA OUTSIDE OF TRAVELWAY SHALL Y BE FRONDED WITHIN�¢ THE MARRED =A Y„ CROSSWALK AREA 3 a s _OD C 0 0 �U Q U II TO CROsSWALt( AA n cROssw �K TYPICAL PLACEMENT C OSSWAL( TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CRCSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK LANDING (45 WIDE) RECURRED AT TOP OF CURB RAMP, MINIMUM CLEO RAMP LENGTH 5 FEET FOR NEW DOMES RUCTION.6 FEET FOR ALTERATIONS. SHEET : tl�=` (,`(�-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATIONHEW VIRGINIA DEPARTMENT OF TRANSPORTATION F OF TREATMENT - •5 12" C-G,B• LCNc A / "P.EP.MISIUCTI DO ELS / UNSTSIBIE AT N S:MRL JpNIT 12:1 MI`A 7,� 121 MAX 8 - 2' B ftMIP (SEE CABLED -TRUNCATED DOMES A SEE sNEET 1 OF 4 FOR DETAILS 5-D" MIN SHAPE TO MATCH FACE 0r ROADWAY CURB BAD H OF GU95 40 :1 MA%, z0 :1 As I A „SIN. --I SECTION A -A PERMISSIBLE �c0NSTRUCTIGN Jo1rrt SECTION B-B NOTE! FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET OF 1. TYPE B PARALLEL APPLICATION flOAOWPY GRNJE IS PERCENT MIIyMUM RAMP LENGTH 11 FEET 4" CURB 6_' CURB G a 5 l 2 5 5 3 6 9 J 0 12 s Io 1s 6 14 15 ----I i I oil __ u GENERAL NOTES 1. WHEN ABLE 5 USED FOR STREET CONIECTtl THE CONNECTION MUST E OESCIED N ACCORD WITH INSISTS)PdJCY NO THE APPLICABLE IEOIINELQRS OF THE ANSI ROM) DESIGN MANUAL. INCLUDING SORT DEFIANCE ROAD 2. WHEN THE ENTRANCE RADA CANNOT ACCOMMODATE THE TUNING REQUIREMENTS OF ABICPATTO HEAVY TRACK TpAPFlC THE DEPTH FOR SIDEWALK L CURB RAPB WRIN 71E NETS OF THE RADISHOUAO E INCREASED TO T". J. WHEN USB N CRAWCTION WITH STANDARD CH-3 OR COLT CLIMB CFILE ON THIS STADMD S TO E /AIVSM TO MATCH THIS MOUNTABLE CURB CONWORATION. 4. ME SIMMONS) CG-12 FOR CURB RAMP DIMES TO E MEMO WITH NEI WANGAPo. 5. OFT Ol FLOWLNE MAY REQUIRE WARI OF =11 OF IRUTTER TO PRECLUDE TIMING OF WATER. ENTRANCE NOTES W P.NS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW UK IS REQUIRED TO PROVIDE REWIRE DRAINAGE ACROSS THE EM E- T. YN1lIE PAVEYIXR SNAL E CONSTRUCTED TO TIRE Ill LINE (EXCEPT MY EUBGRNE STABLIIAiT REQUIREDiOp MIAMI PAVEMENT WHICH CAN BE O S- ED N TIE ENTRANCE.) B. Rl CURB OR CODpNTKIN CURB NO GUTTER SHALL NET BE CONSTRUCTED BEYOND THE NOW LINE EXCEPT FOR ER/COENT PURPOSES. B, THE ESWISE AND MAXIMUM ENTRANCE DUDE CHANGES P' ARE LISTED INTE ALOWA E ENIRAICE GRADE TABLE. THEY VALES ARE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES EIrtRADE YOLWE GTUCE CHNicE D" CESIR/dE YAWA HIGH NOTE THNI 1500 VPO OY aY MEnitw 5W-tAOD vpDI sax I ex . ILESSTHNRwO%Fc, SBX BX NOTE. ALLOWABLE ENTRANCE GRADE TABLE 5 NOT APPLICABLE TO STREET CONNECTIONS PC= V Q 3 N N O EA = CROSSWALK TYPICAL PLACEMENT AT INTERSECTI ON WITHIN CROSSWALK pine TI£ REQUIRED LENGTH OF A PARALLEL RAMP 5 LIMITED TC 15 FEEL REGARDLESS CE THE SLOPE. sREARRATIDN WFEIIPOL 20-12 DETECTABLE WARNING SURFACE RC TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION CO-D cc 12 V-7YOM 203AS SCOTTTR. CILLINS`z I-H Lic. No. 035791 L 8/24/20 AJ z O a r Z U f U) 03 ® Z J C)I- F�1 rA ] z V ' Ce W W ce Q N o N-4 GO JOB NO. 112066 SCALE AS SHOWN SHEET NO. 6 ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS ATTHE 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. 3.o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. is. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY y, 2034 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIL SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGC THE ACSA LOW-PRESSURE AIR TESTTO SATISFY COUNTYTESTING REQUIREMENTS. VISUAL INSPECTION OFTHE 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 A 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. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OFTHE 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. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 10'� 5' 111 .-. 11 1 5' 1 1 F WAId 0 ER SEWER 3 A Ei P DO c LOCATION OF ETHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.. EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM • SEE PART 3, PARAGRAPH DI 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 NTS FIG. W-1 Tn-1 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2TO 10 (270� 16"-22" ALVE Box CU. FT. gs6 sroNE 42"MIN 6" GATE y VALVE TEE 250E P.S.I. CONCRETE 'I BASE AND THRUST BLOCK AGAINST - UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS 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 N07 ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAIUNG GROUNDWATER ELEVATION. IF REQUIRED 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 (4) 1" (25mm) OR HOLES ON 32 (eTAmm) Da 2 [6911 BCTO 0 26 1/4" DA 1 1/2• [38mm] 7• [667mm] L178mm] [606mm] 2H DA II [722mm] [t56/mBm• ] III� 3S-DIA 0 O e28" [660mm 1 1/2" 13/16" [38mm] FRAME SECTION [20mm] 21 (51mm) lET1ER5 (RECI FLUSH) gym' r `\ [25mm] I q,�r [79mm] r- 3 13/1B" 0 22 13/18.13mm] 2 1/8" [97mm] [579mm] [54man 0 25" 13/8" [635mm] 0 11/16" [35mm] [17mm] EII O.D. OF Go GROOVE [14mm] SECTION VIEW 1/4" (6mm) DA CAM BOLT SEE ASSEMBLY NEOPRENE GASKET OEfuL (2) WSHR 1/18 K 5/8 X 1 I/2 1800" I,N"' 1 5/e" S� R (POKBARS RUBBER PART# 00981M (2) ELT Npt 5/6-IIX3 1/2 5S W [5mm 240E [41mm PARTS W9B1250 1/2• 1 1/5" (29mm) DA BOSS [6mm 113mr, .63 DIM. STAINLESS STEEL ROD (2) WSHR 5/e ID 1.5E OD 55 PART# W981318 PLAN VIEW PICKSAR & LOCKLUO HOLE DETAIL NOTES 2) NUT H% 5/6-17 ZN NYLx PARr# ODEIBi284 I.ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HK JAM 5/8-11 ZN 2,ALTERNATIVE DESIGN FOR WATERTIGHT ER HT COVERS VALE BE CONSIDERED. 3. COVERS SHALL BE FIXI TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. PART# 009812M TYPICAL WATERTIGHT (2) 1936R LOCK LUG (SHORT) PART# DDIOM85 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-HE TD-30 T Dz OCc i �o . ACCO1 L.. ..I. //� REQUIRED, W.,REQUIRED iL1111 BEDDING AS WWII " . R1PF • SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2'50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.1E 2.0E 2.25 2.5E 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8• 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.15 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 10 45 3.33 3.58 2.95 0.43 3.53 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : 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. CONCRETE THRUST BLOCKS NTS FIG. W-3 YD-1 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE „I Ir 0 ADJUSTABLE VALVE BOX W/ LID z I� z E a --- M.J. GATE VALVE WATER LINE d I _J 2500 P.S.I. CONCRETE 8 4 2'x 2' BEARING AREA. THRUST BLOCK 4 A c a 4 o _ a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 J (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2' (51mm) LETIERS O (RECESSED FLUSH) 1" ^ l / [25mm] `\ �T (2) CLOSED PICKHOLESS 1 1/2' D [38mm] O r 0 0 p s e C` m W (2) CORED PICKBARS T 1 1/8" (29mm) DA BOSS D K 27 1/2" DA [699mm] 1/2• [38mm] m 26 1/4• DIA 7" [178mm] [867mm] 25" DA CIA 1 1/2" [3BmMI 3 1/8- � 0 � 24- DIA [606m ] � EOPRENE" CASKS [79mm] O 28 7/16' DIA 5/B"EF5Wmm] 23" OA T f [722mm] [18mm][584mm]- I�1'11 36" DA 25' DA �A [914mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL g6, IN IL BEDDING 8 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 4' INITIAL BACKFILLjf#68 UNSTABLE B" e" 501L MIN MIN STONE -GRANULAR FILL ASAPPROVED BY ACSA S AB I ,R CK� Z STABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS 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 BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 I- COMPRESSION . 3/4• MALE PIPE CGJPUNG Cfl APFR01E0 EQUAL 10 I• TYPE -K' so-r COPPER FOR SIN ON ATTACHED R GUEDUAL FAMILY S40 RND WCAL ON SEAS OR DUAL RE9pENnAL AND IRwcnnDN sERVIQs. I-AW-0' TEE N-1 O NO 511EA7ED ITMNGS 2. DUAL SERVICE h 1' COMPRESSON A 3/4 MICE PIPE COUPDND OR APPROVED EQUAL T PE 'N coFr casm O FOR USE OR DETACHED SINGLE FAMILY RESDENTIAL SERNCE MIFFE AN IRRIGATION NETER 15 NOT PROMDEO. SINGLE SERVICE NOTE 1) SADDLES SHN1 9E USED ON PYC PIPE CAST IRON uD ` nNISHEo GRADE f0'-15" LOKWNG MERA BALL BOX YANUSTT k 3C' MIX. aunEn COPPERSETRR 1/a SEND COUPLING-\ - pS, METER CCgPCRAnOH STOP AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2'-0" RUBBER COATED STEEL ° STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS �4 16"MMAX MINIMUM ELEVATION • 7 DIFFERENCE ACROSS M.H. 5" 4'-0" 5- FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE FILLETS VARIES CHANNEL TO BE 3/4 DIAMETER OF '=-_- CONTRIBUTING -- SEWER. ` T :A " '• 12" A FILLETED INVERT OR A SMOOTH -•d., TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. 5-1-A TD-25 IN NOTE: RESTRAINED JOINT FITTINGS - - - - - - Side View 42" Minimum Certification at 95% compaction required II a Galvanized Steel Beam, e W12 x 14 (min. sl2e) 4 3' min. penetration into undisturbed soil or as approved by the v ACSA. I I � TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 11 COVER LIFT NOTCH 12 3/8" WATER CAST IRON UD 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 FINISHED GRADE =WTI=f F =- ITI= IT= IfT=T1 T=WTI=7 [T=n T=WTI=7 R= TRENCH REDUCER �.� 12500 P.S.I. CONCRETE THRUST BLOCK -----------------t-5 - UNDISTURBED SOIL =e 18" MN f- PROFILE VIEW UNDISTURBED SOIL - EDGE ° 24"" MN. --- OF TRENCH 4 �_--- •B REDUCER 8" MR 2500 P.S.I. CONCRETE THRUST BLOCKS - a• 8„ MN 4------------- UNDISTURBED SOIL - EDGE OF TRENCH 24" MN. NOTES: PLANVIEW • 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 INISHED GRADE _ 11 1 111- . -- l T AIR RELEASE VALVE '^ BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE IF POSSIBLE I. BRICK SUPPORTS OR SOLID CEMENT BLOCKS \ `-CRUSHED STONE COPPER" SOFT CORPORATION STOP NOTES: 1) APRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS,OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREASEQUAL, ORAPPROVED SHALL BE USED. 2) FOR WATERLINES SMALLER THAJN 12" USE A 1" 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 50 THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-13 TD-20 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 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 7 TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE T SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES rz SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-31 24' $'MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,CONDITIONS ARE UNSTABLE NOTE : L 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 BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS' FIG. S-3 TD-32 SCOTT/R. C'>SLLINSZI Lic. No. 0357914E 8/24/20 4J Z O a r Z U) Go W � Z ( On Z J O H- Ce Z W ce U.1 CD Q � o v N 00 Q J 0 rn ti CY 0 N Q - CY) z 1 (•� N ~ m W N w W >_ ^� I..L W Jle -eel F--I rJ^^ VJ LU J r� LU Q Q LD0 J W /= LL ' �7( `� 1 z T� U Lf) LU 1 J I- W Y -j o W = Ul U) O O W Z LU � � U F LU O O Q I..L 0 M W o z o 0 J (D U H- C JOB NO. 112066 SCALE N/A SHEET NO. 7 LANDSCAPING NOTES: A / A \ / / / >A \ — 666 V �� /� / / / ---_ 1. 1 LARGE STREET TREE PROVIDED EVERY So'OF STREET FRONTAGE. T \ �/ � / �� / �� ._ � — � / p 2. STREET TREES SHALL BE LOCATED S'MIN.FROM DRAINAGE STRUCTURES AND io'MIN. GLENBROOKAT °. A/ RS �� / �j — CONSERVATION PLAN NOTES: FROM WATERLINE AND SANITARY SEWER STRUCTURES. / �I �� \ FOOTHILLS -\A /� �J G� �6g4 _� �� l 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; \ / �'� V \ \ PHASE I �V A 0�L � 1 ALL ARHEIGHT O CLEARLY PRESERVED VISIBLE AN PROTECTED SHALL BE OPERATORS. ARKEDNO W T DISTURBING OR RIBBON THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. I '.( / \ �� \ \ / 4i 5 / 6Y' I — — — _ _ — T CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. O SCOTT /R. CB'LLINS'r'Z 4. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION U Lic. No. 035791� PRUNED BETWEEN 2'AND7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES I / \ \ / / / / — — — \ I I / I MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES Q, AND ACCOMMODATE PEDESTRIANS. I \ II / \ \<\ \\\ \7 / / / 6�� / / �66 — \ TO BE PRESERVED AND PROTECTED. �0 8/24/20� 5. TOTAL STREET FRONTAGE=3350 \ / \ \\ LOT / / �XISTING �I EXISTING 3, TEMPORARY EROSION CONTROL MEASURED AND /OR PERMANENT STORM WATER / IONAL E�GN REQUIRED STREETTREES: 67 (1TREE PER EVERY So'OF STREET FRONTAGE) \ \ I f'\, \ \ \ OP NSPACE GL BROOK AT MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL / w PROPOSED STREETTREES: 72 lE)2 /� 1 I OPEN SPACE NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. NOTE: 1,o69' OF STREET FRONTAGE ALONG DUNWOOD DRIVE (PORTION OF) \ \ / I FOOTHILLS I 1 I I- I I 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES / z REQUIRED STREETTREES: 22 \ �' \ /;' / PROPOSED STREETTREES: zy \` \ I \ \ LOT ", / / \y / SLOT 112/ I LOT 111 LOT 110 ILO / j PHASE I I I TO BE PRESERVED AND PROTECTED. / / N NOTE: 399' OF STREET FRONTAGE ALONG CLAIBOURNE RD (PORTION OF) ` \ 11100099 .\ \ --- �/ .. ' ' \ I I LOT 108 I I 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF /' z REQUIRED STREETTREES: B \\ I \ 163 /X, jl / — — LOT 107 / TREES TO BE PRESERVED AND PROTECTED. \/ PROPOSED STREETTREES: 8 ''�� - _ _ _ \ /� v A / �. " v __ I / 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS \ o NOTE: 2,415' OF STREET FRONTAGE ALONG BINION DRIVE (PORTION OF) 64 \� -- BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY \ o REQUIRED STREET TREES: 2 1 \ \ % F a — — 1 !' I ENGINEERING DEPARTMENT. \ \\\ PROPOSED STREETTREES: 2 \ 9 - — - I I I 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, \� T 9 \, w ` \ --- NOTE:46T OF STREET FRONTAGE ALONG ROADB \ 1 I LOT _ ; \F, - L-- LOT1 TELEPHONOR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE L, o REQUIRED STREETTREES: io \ ` \ \ _ --�_\ �\ —,.. J PROTECTIONOR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS PROPOSED STREETTREES:ii \ 1\ I \ \� \ \ \ 164 + �� _ �y. ___ -_ - --- -- \ OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL \ \ \\. \ BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL j ROAD LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (s0 TOTALSITE QUANTITY COVERAGE (s0 TREES FP FRAXINUS PENNSYLVANICA GREEN ASH 21/2" cal. 672 36 24,192 PA PLATANUSACERIFOLIA LONDON PLANETREE 21/2"cal. 422 36 15,192 TOTAL CANOPY 39,384 1 \ P`P / � - w. HLa F _ __ - \ \� SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. / �O o o � � � \ ., It HEA 3 \ 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE / CND C LOT 155 / r_ _ j �H \ _ \ / z m W PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH 0 � THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK, CARE FOR SERIOUS \ 165 /O'�QJ� INJURIES SHALL PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. \ - - - W NJ BE F R~ LOT 156 / - --- --=� �� 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE U (4)FPSTREETTREE / -- _ w PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON \ En DO ALONG CLAIBOURNE RD L - -.- BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND p (n + / / LOT 157 r MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. z o' (4) PA STREET — — — _ / o ^�� \ ALONG.CLAIBOURNE_RD II /� / LOT 158 I I — — — _ - 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION F '3 — — — — _ ---''- CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. FBI z \ \ \ v / LOT 159 \ > .. Ca C GLENBROOK AT LOT 16 V / iv >ra� °� o \ � / \ FOOTHILLS - fo N I � I FOOTHILLS LOT 161 � � � \" \� / / V � � �TO \ \ PHASE I PHASE IIB _ � / � � � // v ` �v V � \`\\ PROPERTY BOUNDARY / % �\ / o LOT 113 LOT �� Pa EXISTING V / o / O // 16f �� / _ �c� OPEN SPACE \ \ --- O�o�y�� _ � � � EXISTING \ � I \ _ LOT \ 1' i �_ .� —_ , �� / i � lr —,� �/� o Jm� � OPEN SPACE \168 / Ir \ I / JaQo IF / CD rN I CD11— �_ LO I - LOT iCOT I — /-------,' I I _ _ A o 00 o 1 / / h a 1 \ 1 \ \ I ` ---- I — I I LOT I / �� - 7 / LOT I �, L (i4) FP STREETTREE — - - --~- I C)7 J \ L / iVA I \ � Il - v A ha�t AI \ A�\� \ �/` / io5 � �//. / v •. ALONG BINION— RD + _ M—ARBOLED _ (i5)r— I C PROPosEo PUBLIC ROAD y'PUBLICR EE �— _ PASTREETTRCy')° A_LONG BINION RD- Oi 'm �.FFA % �1 Q �\ OP � \ / LOT ] _ � � / Z 3 - 395 I I '-' �\ TREES UP TO 4°CAL. SHALL BE STAKED / TRIEES OF4 CAL OR OOD STAKES. LARGER SHALLBE /l _. \ q \ \ I s�2O3 .� �� ,- /• \ -I�-- II lr04 3 GUYEDWI1H3EQUALLY11A1ED,TWISTED, ® A. \ I _� �� / CD O I/ /. u •\\ \ /I /A/ '� \� `(/ -Q Jm .. _/ - `I -a AND TURNBUCKLES. LOOP HOSE AROUND -- - .D / •I VTRUNK. FLAG WIRES WITH COURVEYTAPE. EFERTO SPECIFICATIONS FOR DOUBLE STRAND uGAUGE WIRE \ CV V� WITH RUBBER HOSE &TURNBUCKLESFURTHER INFORMATION N i •�\ ' YxS"HARDWOOD STAKE ' \� I \ , y 4 -- __ I L I / r__ (I ZOQ LO I I II m — I / III I\ OT Q \ I I I I CUT &REMOVE BURLAP FROM TOP GREENWAY \ (O��Tj�� \ I I 1'� I - / ' a/3 OF BALL AS SHOWN / / yQ" 17" I I LOT I I / I I I 7 o GUYWI RES WITH RUBBER HOSE AND DEDICATION ° Li SCARIFY SUBSOIL TO MIN. DEPTH / ' ' r _\ _ 1 \ L_ -` I - - - - - \ ---J \------J j I / J ~4 N TURNBUCKLES z/3 UP TREE � 4 .. .[ I I I i I \ O \� 1 AREA - �\ I I I — 19— — \ / J s"xz" HARDWOOD STAKES, ALIGN �� MULCH SAUCER .' -J� 2.70 ACRES \ — J — ( \ _ TOP - (5) PA STREET TREE -- — — - I — — — ----_. J */1�I _l JFINISHED GRADE : \ _ �- - I LYG ALONG ROADB � —_— � �_ -� � / ��/� ° MULCH SAUCER I \ \ / i I - I I I _ _ - / ¢ / V J TREES UP TO 4"CAL SHALL BE STAKED. _ f _ _ uj s/3 HT.OFTREE TREE54"CAL. OR LARGER SHALL BE \ - \ o AMENDEDSOILMIX \\ \ (6) FP STREET TREE / 1 \ W Q GUYED WITH3 EQUALLY SPACED � � I °- TWISTED, #era GAUGE WIRE WITH HOSE ' - \ ALONG ROAD B LOT —I v , AND TURNBUCKLES LOOP HOSE ,\ + /1 / Il I / _ I \_ Lim - III_ AROUND, RUNK ABOVE BRANCHES - _ _ AS SHOWN, FLAG WIRES WITH \ \ \ __� - \ N (y \ o � , I r L r X _ `\- 197 I I I LOT I � I � � \ .K N` � Q / � I� CUT AND REMOVE BURLAP FROM TOP 'LT -hI AS SHO,V, REFERT..., \ \ \ \ -_JI I I o v 43 OF BALL AS SHOWN /' FOR ADDITIONAL INFORMATION. 2 ,. \ \�_ I 9 I \ _ICI-_ _ _ \\ � I S � � z s _i + L T LOT - -T \-- DACE 11 I--i 3: -�i iL1-III=H=1 SCARIFY SUBSOIL T04"MIN. DEPTH III III= III -III III- AMENDED SOIL MIX, '• - - - \ \ O -I-�� -III COMPACTED SUBGRADE '1`\ � \ _ � K' _ -_ —� I 1p � � ' COMPACTED SUBGRADE `� / A ,' I $2 /�v Evergreen Tree Planting Detail 9 9 \ _ _ — - \ Tree Planting and Staking Detail v ', ;1 j j _ (� ) DOTHILL ° a CROSSING V NDtToScale - '\ _\�V O - _ - - `^ �z �.A - - — `'A. �\ PHASE I Not To Scale T - / I '° m0 I - \ LOT , 1 m — LOT _ --- - _-_-_ J Conn(yof Aflrnade V 10 - II amp 183 I W Cow readon Plan Checklist To be placed on landscape Plaw - \ - �- ' I - -,� �` 1992 338 (namll.k,ppm-zRa-m-zsr tar romplete apedswham) - '\� �\ / LOT , _I A " --- --- W J ° L TbefollosebabhowshaEheehsaw ontheaBn: fl Troea ;o be saved;- ZI Limiisofclemivg outsidednfnneofa tobeaeved): III L.flon and type f prorecfive fendng; V J OIS 0 o Gemeaneogea ra9mn� �r wah arwaua; - \\� - _ \ / _ 2. Mintlilms O eVllveestobesavedsnallberzmGadmtnprmtarribbonatabeigblelemiyvisble� pmemnpersmm. �\ - \ \'••., / / \��. \. -� --_- \ - \ (i2)FPSTREETTREE l� \ // W O w fl No®Wntgshall begin nlwo-�maddr8nsabamzinapaetaaaneappraembr rylospaaror. — — \-, \ __-\ �.<�. /- \\ 1 O. l \ �y ALONG DUNNWOOD DR 1. P.4{.. r.dWo Cridin srt \ \ �. -`• / \ \ / \ ` _ I / fl Tree lucae�.aoo,anllrm:,.dw maaaataa anall be reetawm with me comaefor oa rote \ ', — ;',--\ / w 1 Issss- 4. Eaammeeoae nananasmrece: A V A A� XISTING ioo' STREAM BUFFER �V --_- -� v \\� �I lz 0 z fl to be aquipmml, vehicWm'trctic and stmege ofconstmdiw malmals mclmting soil snail not b<pmmitad within Me dnpnn«nr trees -\ . \ - - 1 . mbe.everL "- \ � � �' - �'� � 12 PA STREET TREE I ( ) J s. sal eraamn ana slannwale,un Ir« r oea�oD«: \\ - _ . �_�`t.. — \ OPEN A i \ NNWOOD D ��1 0 DU R � fl Sndi da,tca...RAI net ad's.dy aHee nr" toba.svd. SPACE III �\ / T� W O ° 6. Fut.: O Flrw vc nal pe:mtted withn lw been oftfC dripinm arheas to be rovedOT i 0. Toxic Mahrmis. A � - \ V A _ / � / I � A \\� ,� � p � � O ® Tovamatmala ah,�,� ba at�,�� LfiU f«af,w dnPhue oftreea m baaaed. �� " � v OPEN 0 a v SPACE - fl T-. n rowvei wiWn46 lent ofapmpasdbmdinq orgradivp activity shall baprotectea by Frosting. \ \ ,.._ ,, \ V \ � Lam.,'\7 � \, / r. \ m fl Fenpvg shalt be in pWoa mdShell be iagrerted and ved bye Comedy ffispectocpddr to gredivgamnatrudom - •V \ v 1. �r �wr�\ / � � r C) x I I I 9. Tree N'elhv \ \� '� OT.. _ II 1 / \ G ® a• u m KI When Me growl level must be tamed witlw the drip We of.tore lrmsaved, a lice wall shall ba provided small ecwso-uden dehil /'! s"hmi led f r.,,_,vsl IR. Tree Walh.\ ® when ma gro,mtl tmal maat)xloweaa w';tlln ma anprne atreerobe sm•d,.a heewm ehau be provided; waawmhvenon aamN � `- - � \ < \ - wbwtadforappmvel \ \ \ \ \ ''s �\v \ - - \ \\ \\ \\\ \ \' q QC \ J O it. Taenthlnv nna'fmnNme' - -- \ v"\ / _I 1 \ / \ / \\ 1 \\'��,) • . W r c fl Whan nwchvtgre regmmd mlhm ilia nrmh ofelewng, sl shell ba cone as fro' away from lne hwka of Imes sapassbla TYw:eling - - A A V ' e / b �� m under. En,. eoaballbe...drnd ae®eltem.nvewhenrtts ashes vdtt,a[nac«eery nmctung wdl deshoy feederroots. - - A. _- _ A ' \ - W ZI Pmlwdiva fencmgsha116ethe.asl items tamoveddmng do, finnt dewap S' _ \ �� — 1 _ Z—�/ \ PEN ��NO. ° I3. Ipamaeed i rres - - �� \.. \ —� / - 1. o ® Dmnsgd ne«.lids [dwmemmely by pmwtg, fmNimtw arad,er methods rewmnended by tree specials[. GRAPHIC T�7 SCALE \ \ ` _\= SPACE \' 1 NOTE: ISTIIE OEVEL PER'S RESPONSIRILITV TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION GRAPHIC SCALE '� �V A �� y B _1 �� a00i REQUIREMENTS. / �- - \ \ N 0 0 0 80 SCALE TO 9/8 2020 - Co \ I I I I 1 "=40' 0 bVMR SIGNATLIILE (DATE) c Source: Va. DSWC Plate 338-2 \ - -�� - - - - � ��'./ • ' . _ r �� I _ o () \\ �� — -�' - � o CONTRACT PURCHASER SIGNATURE (DATE)IN FEETSHEET NO. ✓ - S ---- _ _ - - 11I-401 5fl1%pm. 1 of inch = 40 ft. • - \�. :// O O PROFFERSTATEMENT FOOTHILLS CROSSING Date: January 3, 2017 ZMA #: 2016-05 Tax Map Parcel #: 056A2-01-00-06200,05600-00-00-057CO,05600-00-00-057B2,056A2-01- 00-06100, and 056KO-00-00-000A2 (the "Property") Owner(s) Of Record: Route 240 Holdings, LLC; Edmund J. Daily, Christopher Daily & Cynthia Daily DiCanio; Route 240, LLC; and Foothills Crossing, INC. Rezone parcel 056. 2-01-00-06200 totaling approximately 2.13 ages from R2 Residential (R2) to R6 Residential (116), and rezone three parcels (05600-00-00-57CO, 05600-00-00-057B2, and 056KO-00- 00-000 A2) totaling approximately 32.56 acres from Rl Residential (RI) to R6, and a portion of parcel 056A2-01-00-6100, containing 3.24 acres from Light Industrial (LI) to R6. "Total Land Area: 37.93 acres Pursuant to Sections 33.4 and 33.7 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed herein below which shall be applied to Foothills Crossing (hereinafter the "Property') if the Zoning Map Amendment (hereinafter the "ZNLA') is approved by the County of Albemarle (the "County"). These conditions are proffered as a part of the requested ZNLA and it is agreed that. (1) the ZNLA itself gives rise to the need for the conditions, and (2) such conditions have a reasonable relation to the rezoning requested. The term "Owner" as referenced herein shall mean the owner(s) of record and successors in interest of parcels 056A2-01-00-06200, 05600.00-00-057CO, 05600-00-00-057B2, 056KO-00-00-0OOA2, and a portion of 056A2-01-00-06100. The Application Plan shall refer to that certain Application Plan prepared by Collins Engineering February 162 2016 last revised January 3, 2017 (the' :Application Plan''. Future development of the Property shall be in general accord with the _Application Plan. To be in general accord with the Application Plan, the development and use shall reflect the major elements shown on the Application Plan and listed below, as determined the Director of Planning or his designee: a) Streets shall be interconnected, except where described in Note 13 of the Application Plan. b) There shall be a mixture of bowing types and maximum number of units as described in building type and density in the General Notes section of the Application Plan. c) Buildings shall be oriented towards public streets as described in Note 9 of the Application Plan. A strip of open space shall be provided along the Eastern Avenue Connector Road and Park Ridge Street, where necessary, to provide additional landscape buffering of any rear yards abutting the open space where backs of buildings are visible from the street. Page 1 of 8 controls established by this paragraph 6B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 6B(2) have been satisfied. (3) RRMorting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the tern of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C- Cash in lieu of Constructing Affordable Dwelling l"In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer') for each such unit The total cash contribution due to Albemarle County as noted above shall be based on the total number of affordable units built in the Project 7. Cost Index. Beginning January 1 of each year following the approval of this rezoning, the amount of each cash contribution required by Proffers 5 and 6 shall he adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index ("MSI') for masonry- walls in the Mid Atlantic. T1te annual adjustment sball be made by multiplying the proffered cash contribution amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December'I in the preceding calendar year, the denominator of which shall be the NISI as of December I in the year preceding ;he calendar year most recently ended (the ".Annual Percentage Change'). By way of example, the fast annual adjustment shall be Seven Thousand Three Hundred and Thirty Tlrec Dollars and Eighteen Cents ($7,333.18) x 2018 NISI/2017 NISI. Each annual adjustment shall 4- based or. the amount of die proffered cash contribution due for the immediately preceding year based on the formula contained in this Proffer 7 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due'), provided, however, in no event shall the cash contribution amount paid by the Owner be less than Seven Thousand Three Hundred and Thirty Three Dollars and Eighteen Cents ($7,333.18) per single family detached dwelling unit and Five Thousand Four Hundred and Forty Seven Dollars and Fifty Seven Cents ($5,447.57) per single family attached dwelling unit and Seven Thousand Four Hundred and Nineteen Dollars and Ninety One Cents ($7,419.91) per multifamily dwelling unit under Proffer 5 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) per affordable dwelling unit under Proffer 6 (die "Minimum Cash Contribution'). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the NEnimuun Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Nfinimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. Page 5 of 8 d) The Greenway trail system shall include a connection to this phase of the Foothill Crossings Neighborhood and a connection to Crozet Park The headings of the proffers and conditions set forth below have been prepared for convenience or reference only and shall not control or affect the meaning or be taken as an interpretation of any provisions of the proffers. 1. Park Ridge Street Road Construction and Dedication. The Owner shall cause to be constructed a two lane road in the general location of the road identified as Park Ridge Street ("Park Ridge') on the Application Plan. Park Ridge will be an "avenue section" in design, with bike lines, parking, sidewaks, street trees, and curb and ¢titter. Park Ridge shall be constructed, bonded and ready to be recommended by the Albemarle County Board of Supervisors for acceptance into the public system, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed") prior to issuance of the tenth (101h) certificate of occupancy (herein after `CO') within the Property. Once the Owner completes Park Ridge and within sixty (60) days after the written request of the County, the Owner shall dedicate Park Ridge as a public road. 2. Eastern Avenue Connector Road Construction and Dedication. The Owner shall cause to be constructed a two lane road in the general location of the road identified as Eastern Avenue Connector Roadway ("Eastern Avenue) on the Application Plan. Eastern Avenue will be an "avenue section" in design, with bike lanes, parking, sidewalks, street trees, and curb and gutter. Eastern Avenue shall be constructed, bonded and ready to be recommended by the Albemarle County Board of Supervisors for acceptance into the public system, and the County Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter, "completed') prior to issuance of the fiftieth (5011) CO within the Property. Once the Owner completes Eastern Avenue and within sixty (60) days after the written request of the County-, the Owner shall dedicate Eastern -Avenue as a public road. 3. Greenway Trails. A. Construction and Dedication of Greenway Trails. A primitive trail network, consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway. The installation of the trail shall not preclude the future conversion, by others, of the trail to Class A - paved trail standards. The general location of the trail network is shown on the Application Plan, however exact trail locations shall be determined based on site conditions. Installation of the trail network shall be completed prior to issuance of approval of the tenth (Ruh) CO for a single family dwelling within the Project Upon the request of the County, but not prior to the issuance of the tenth (10th) CO within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided however, that Owner may reserve in such easements, rights of Page 2 of 8 8. Credit For In -Sind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units, to which such Cash Contributions apply have been completed that results in what would have been a total Cash Contribution equal to the total value of: i) Eastern Avenue, and related improvements to be completed by Owner, it) the Pedestrian Tunnel and iu) the Civic Space improvements, (collectively referred to as the "In -kind Contribution'). The In -Kind Contribution shall be $4199,996.00. The In -hind Contribution reflects the value of the improvements that the Owner has committed to make pursuant to these proffers that ate for the benefit of the public. The Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit completed after applying the aforementioned credits for the In -kind Contribution. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. Page 6 of 8 access for utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shah bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement dedication. B. Bike and Pedestrian Tunnel Pursuant to approval by VDOT and the Counts, the Owner shall construct a bike and pedestrian tunnel (herein after the "Pedestrian Tunnel') along the trail network as it passes underneath Eastern Avenue. The Tunnel design shall be submitted for review with the roadway plans for Eastern Avenue. Installation of the Tunnel shall be completed prior to issuance of approval of the tenth (loth) CO for a single family dwelling within the Project. 4. Community Civic Space. The Owner shall provide not less than 20,000 square feet of land within the Project for a Civic Space in the general location identified on the Application Plan. The Civic Space shall be substantially completed prior to the issuance of approval of the tenth (1 Oth) CO within the Project Parks and Civic Spaces shall be conveyed to, and maintained by the Owner's -Association. The Owner shall pay the cost of subdividing and conveying the Parks and Civic Spaces to the Owner's Association. 5. Cash Proffer for Capital Improvements Projects. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number. of units that are allowed by tight under the zoning in existence at the time of this zoning amendment for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, ie., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 5, the number of units allowed by right under the R-1 Residential zoning is thirty five (35) single-family detached units. A "market rate" unit is any single-family detached unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 6. The cash contributions shall be Seven Thousand Three Hundred Thirty Three Dollars and Eighteen Cents ($7,333.18) for each single family detached dwelling unit, other thin a constructed ForSaleAffordable Dwelling Unit within the Project qualifying as such under Proffer 6. In other words, the cash contribution for market rate single family units shall begin after a building permit for the 35th market rate single family unit is issued and prior to the Owner obtaining a building pemrit for the 36th market rate single family unit. The cash contributions shall be Five Thousand Four Hundred Forty Seven Dollars and Fifty Seven Cents ($5,447.57) for each single family attached dwelling unit, other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 6. The cash contributions shall be Seven Thousand Four Hundred Nineteen Dollars and Ninety One Cents (57,419.91) for each multifamily dwelling unit, other than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 6. Page 3 of 8 The undersigned Owner(s) hereby proffer that the use and development of the Property shall be in conformance with the proffers and conditions herein above, and these proffers shall supersede all other proffers and conditions made prior hereto. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. WITNESS the following signature: OWNERS of Tax Map Parcel 05600-00-00-057B2: By. C_k� — Z-, 7" // CHRISTOP ALLY By. EDMUND� J. DAIL By. CNNTHIA L. DAILY DICANI Date: a V i 2-0 7 OWNER of Tax Map Parcel 05600-00-00-057CO & 056A2-01-00-06200: ROUTE 240 HOLDINGS, LLC, a Virginia limited liability company 6 By. F ' Date: I J� -7 Page 7 of 8 6. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number residential units constructed on the Property. For example, if one hundred (100) total units are constructed in the Project, fifteen (15) units, or their equivalent, are required to satisfy this Proffer 6. The Owner or its successors in interest reserve the right to meet the affordable housing objective through a variety of housing types, or through cash contributions, as more particularly described in sections 6A, 6B and 6C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units,(defined below) shall be approved by the Albemarle County Housing Office or its designee. "For -Sale Affordable Housing Units" shall be dwelling units offered for sale at no more than sixty five percent (65%) of Virginia Housing and Development Authority's ("VHDA') maximum sales price for first time home -buyer program. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for tine applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Chimer shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s)- B. For -Rent Affordable Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this proffer 6, ("For-Reut Affordable Housing Unie)shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (39'a). For purpose of this proffer 6B, the term "net tent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such for - rents for such For -Rent .affordable Housing Units may not exceed the maximum rents established in this paragraph 6B shall apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term'). (2) Convevance of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this subparagraph (2). In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and Pagc 4 of 8 OWNER of Tax Map Parcel 056A2-01-00-06100: ROUTE 240, LLC, a Virginia limited liability, company By. Y — Date: ' / I / 3-c-> E7 OWNER of Tax Map Parcel 05680-00-00-000OA2: FOOTHILLS CROSSING, INC., a Virginia corporation By. V Date: I / / 2�-c (77 3163M61 5 Page 8 of 8 Lic. No. 035791,E 8/24/20 Aj z O a W to Z O O to Z < O G H in j z w W art e . 0 CD v— Z M C'7 CY) N - CY) z 1� WCY) N oC N WQ > jJ CO Z J J I --I P-1 U) w — w V) Q L90 = J QLL W 1 LL Z U () 0 t J � W J W H Ul C/) 0 F- 0 ZLU �..L 0 < 01� 0 co C:> z ® N W J^ V J U w O = JOB NO. 112066 SCALE N/A SHEET NO. 9