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SUB202000167 Plat 2020-11-16
GENERAL NOTES OWNERS: TMPo56Ko-oo-oo-000A2 GLENBROOK, LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 TOTAL ACREAGE: 4.7o AC ZONING: R-6 DB.5075, PG. 672 TMP 05600-oo-oo-o57B2 GLENBROOK, LLC PO BOX 1467 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: B.S02 ACRES SUBTRACT PHASE IIA (o.33 AC) TOTAL ACREAGE: 12.88 AC PROPOSED ZONING: R-6 ZONING (CLUSTER DEVELOPMENT) WITH PROFFERS (ZMA 2o16-o5) & PRESERVED SLOPES OVERLAY DISTRICT. (PARCELS SUBJECT TO 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, AUGUST 2020. 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: LICKING HOLE 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 =18o UNITS PHASE 1=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 FAMILYATTACHED (SFA)UNITS AND TOWNHOUSES 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 3' STEP BACK FROM 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 5.8 ACRES PHASE IIA: o.o ACRES PHASE 11B: o.947 ACRES (THIS PHASE) OPEN SPACE "A" = o.o64 ACRES OPEN SPACE "B" = o.198 ACRES OPEN SPACE "C" = o.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: 2OFF-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 SPACE/4 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 OFTHE 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(2.7o 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&PATIOS/DECKS g1,296SF(2.ogAC) DRIVEWAYS 18,5375F(o.43AC) TOTAL 194,843 (4.47 AC) / / I I GLENBROOK AT FOOTHILLS PGPFA' PHASE IIB PRELIMINARY SUBDIVISION PLAT TMP: OWNER: GLE ACRE 9.7' ZONI G: R-6 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA TMP' 056A2-01-00-062001 / / WNE R: GLENBROOK, LLC A GE: 1.89 AC NI R-6 RESIDENTIAL DB 5039/66 u ^, 1 , /GLEN13OOKAr OOTI-IILLS / PHASP IIA I /' a �,� OWNER. GLENBROO LLC 1 ACREAGE: 8.172 AC I ZONING R-6 r DB/PG: �5075/672- 1'. \ ' - L--J_ M.NLE I - OOK FIT FOOIVH LL3 Dame msrea, I Y\� / `\` PH IIB � 1 oNa a�a EE �ERvd I Ao uovou \ \ SHEET LAYOUT SCALE: 1" = 150' -- E �I ❑ Ind IJn If ', �JFPAP: 056A2-01-00-06100 -,---- OWNER: ROUTE 240 HOLDINGS, LLC C/O i REDLIGHT MANAGEMENT OR O MAIN STREET HOLDINGS ' ACREAGE: 13.05 AC TMP: 056A2-01-00-06B00 \ ZONING: LIGHT/HEAVY INDUSTRY OWNER: ROUTE 240 ` DB/PG 2012/352 ----- i HOLDINGS, LLC ACREAGE: 3.07AC ---- _ ZONING: LIGHTJNDUSTRY - ---------- j i E m A. �a oaNN .-------- �c / ,fe i SITE VICINITY MAP SCALE: 1" = 2000' APPROVED by the Albemarle County Community Development Department Date November 16. 2020 File# Preliminary Plat Application Type SUB202000167 Lead Reviewer: Mariah Gleason 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 -- -------------- GREENWAY BUFFER ---- -- PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE ® BENCHMARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE K PROPOSED ASPHALT STRIPING ------- -20a--- EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 TC 506.21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 505.11 rw 50s.27 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES x PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE © 100 YR. FLOODPLAIN APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT/R. '(!(I�LLINS Z Lic. No. 035791,2� 11/11/20 w4 o�slnATAf. En z w E 0 O U Z O a�0 O U � CO LIU Z in =J 1n Q 0 oaw U) F m z w � Vl of w H � O w W tie Q 0")J L9 0- co N Q co z_ J rn W N N a Q � 1 LU pp J rP' J 1-I U) Uj LU O OfJ LI 1 0 c) WY � LU = U)o O W zLU I IY QI U) J Y W o � o J Q �M W C z o o J `D U LU DATE a V1 JOB NO. 112066 SCALE N/A SHEET NO. 1 -----�-61� N47° 5"�\ / / - �- - / / G v v v v vv / / / / v �J EXISTING SANITARY / ---I - - �1- a SEWER EASEMENT / . A/e Nazos13,D-B. 1997/PG. 235 N 3°/a TM60-057B1P. 05660-00 4 V0 OWNER: GLENBROOK, LLC GL BROOK �TFOOTHILLS ACREAGE: 9.32 AC PHASE I SCOTT/R. C7,1PLLINS2 Lic. No. 035791 fn P 11/11/20 �wI 1 \\ V A ZONINQ: R-6 1 1I 1 V V I�B/PG:I $039,75- \ \\ V ( \ I 1 \\-I� , w - �' / r I I •v /' •�' // / A v� �1 S43° 42' 47"E 64,- 1 I I I V A \ \ I \ \ \ VARIABLE WIDTH -DRAINAGE EASEMENT DB. 75-672(PLAT) 50756_7._' Lu L-ssss 6% k 0 R=640.63 HEATHERFIELD LANE o 0V 1 J O \ A \ A V V '--A Z' ���N ' v I // / /� �y //� w v lc� uj \ \ V A � V A v GLENBRO KATFOOTHIL r---- I ��, /� / / / / /� // /. o m of \ v \ v---- \ \ \ \ \ - ----- \ // / / / m I ' V \ V v v A A V v PHASE IIA v ' -�- g � � / / / � � / / /� z � \ \ / / / / / O \ \ \ 1 ♦ �'' v� V A v vv v� A �� �1 N4z°lsas°w /// ���ti / /- / i / //// F�1 u' z a PROPERTY LINE v� ti / / / S .. / / / ro6 W d. A� v v A A V \ L=275.31 / 54.00' �! GLENBROOK AT FOOTHILLS' v v R=527.0o A I , � � _ A I/- / / / / / \ .� VARIABLE WIDTH ACSA� -- / I PHASE I ' j U� TMP- 05600-00-0 -0�763V uT TvEASEMEJJT / v A " /'/ V \A I V \ V A V / L-76 21 // / OWNE STANi EV R I C MPANIEiS \ \ � \ - - - ass-a8.5075-672(PLAT) \ / A 'v N\ C v v v \ v R I5•L1.30 / /� / w LLC / OPEN SPACE' // / / // \\ 6� // / / / /ce / v / �4` - 40 /" / / / / / 'vfie ACREAG 5.84 AC \\ \ . ' _ \ \ \ \ ZbNING:�R-6 \ \ \ \\ 1 II \ \ \ ."• /\ \ \ \ \ \ \ \ / /' N47 4Tzt°E \ \ \ \ 1 / \ \ \ \ \ \ \ \ N 27' 13"W 127. / � \ 2: B0' = _ - - - 7 OPEN SPA // ` ��' : // Db/PG: 1358,5g6 \ \\ / �\ A V �' 1 \ I / \ \ \ \ \ \ _ _ ! \ / / � IF N84° 13W-IF_ / // / ` / TMP: • 056K0-00-04-03600 \ r Jr" \ \ v v A v /�\ w 1m.o1 / \ \\ Y \ \ TMP, �05600-00-00-057B2 \ \ / / / Y 49.39' N83°4�' S \ i \ \ / / / / \ F / / / / A REAGE: 0.46 AC ENTERPRISES, INC J\ \ \OWNER:, GLENBROOK, LLC \ ACREAGE: _8 72_AC \ \ \ \ / / / F' / ZONING: R-1 / - / A I L/j I \ \ \ G:R-6 _ %\ DB/PG: ZONIN/ \\' -OB/PG: �5075/672 - N EXISTING PARCEL LINE - - - ' / ' / / TMP:_-056K0-00-00-000A2 / s7a° ss' 3 "w / / \ �` / / / / � o \) v v v _--_ / �, A A • k V A V v v v A A \ TO BE / / OWNER: GLENBROOK, LLC 4.14' - - - - - - VACATED / / ACREAGE: 4.70 AC / / N20° 51' 08•E ° ,TMP: 056KO-00-04-03700 .. / s ao / / / OWNER: FOOTHILL CROSSING, INC ■ A \ A \ v ZONING: R-6 - j.l 100' STREAM BUFFER \ A - - - - - - , DB/PG: - 5075I 72 L-22s5 / / l ACREAGE: 0.46 AC / R=31.50 / -ZONING: R-1 ' - S7207 36' E 3,00/ / DBPG \_A \'' �. a • ' • d ' . \ \ \ N 17° 62' 24"E 35.00 �1 • 'I I \ \ , \. \ \2 \ 1 \ \ \ \ - - - - - - - - - - EXISTING TREELINE ��� A V\I Lu \ N72° 67' 36°W . o° � � � v f � \ \\ \ `\ \ \ \ GREENWAY OPEN SPACE AREA TO BE DEDICATED TO / / TMP: 056K0-00-04-63800 - L -r \ / I .I - � \ I�� I� a \ ALBEMARLE COUNTY AS PART OF THE GREENWAY / - _ / l / / / L_ ss / F -• I i OWNER: FOOTHILL CROSSING, INC � EXTENSION. SEE PROFFERS FOR FURTHER DETAILS. v / / ACREAGE. 0.46 AC / N ZONING: R-1 ---- --Z _ GREENWAY \ \ V 1 // / / I �/ / I DB/PG \ �/l l I Nt 1 EXISTING CROZET �� ��� A \ DEnR6aDN DOG PARK V � ' �� � \ y� \2.70 ACRES \ 44P1 \ \ \ \ EXISTING CLASS B TYPE 1 PRIMITIVE / \ l - - -- - c:) TRAILWAY INSTALLED ALONG THE / - - - - f r - - - - /� - (\I \ V A \ \V GREENWAY AS SHOWN ON THIS PLAN , , / V=5 0 - - - / / / / N TMP: 05600-00-00-05500 - - \ � OWNER: COUNTY OF ALBEMARLE � � � � A v p \ I v I � A I \ � � i-- --� / i ,_ v '� EXISTIN ACREAGE: 2.19 AC �� �� � i I � /� � v I v - - TMP: oSSKo-oo-oa-o3soo ' ,�,� v � FOOTHILL_ ZONING: R-4 . I �I \ `� \\ '1 . I \ / I i ;- \ , - - - - - - - - OWNER: FOOTHILL CROSSING, INC /�. \ I \, CROSSIN J DB/PG: 2397/431 \ - � EXISTING TERMINUS V A �� A \ - / / / I/ \ \ - - - - _ ACREAGE: 0.46 AC � - PHASE J \�` 1 \ V � v� �° � � - A ZONING: R-1 OF CROZET TRAIL DB/PG \ \ - i •, �I \ \ \ \ EXISTING SANITARY \/ \ \ AND CROZET PARK \\\ \ s \ \ SEWER EASEMENT /\ \ \ / / \ \ _ - _ I I /. / \�____ `� \ \ \ U) \ GREENWAY TRAIL \ \ �\ \ D.B. 1997/PG. 235 Lu -630- - A \ r VARIABLE WIDTH GREENWAY 1 -I i% i i / �y - - - 7-- \Lu I EASEMENT TO BE DEDICATED TO - K=503 00 \ \ ALBEMARLE COUNTY -- - \ , \ \ \ WITH EASTERN AVENUE PLAT v EXISTING SANITARY \ v- // \\ vv v / EXISTING \ \ \\ \ SEWER TRAIL \ /�� /; E S & V A - �� \ VARIABLE WIDTH SWM / \ / / / / i / v v v V A\ \ ACCESS / tis \. \ \ FOREST AND OPEN / / / / / \ \ \ g \ // /`� / / \ \ \� \ \ -M EASEM€N f / \ TMP: 05600-00-00 05200 - •� \ OWNER: FRAZIER, GEORGE B OR JANIE E °s <' v i SPACE EASEMENT / / \ /// / \ \ 6s PG / / w \ ACREAGE: 2.81 AC �` \ / / \ �- / DB 5075, PG 664 / 0 \ \ \ \ \ 262_ . ZONING: R 4 s y 6 EXISTING PEDESTRIAN \. / \ \ \ - - / Lu DB/PG: 948/017 v / �, A \ v TUNNEL UNDER THE I- \ EASTERN CONNECTOR ROAD PLAN \ EXISTING SWM \ \ - / �_ EXISTING FACILITY _ / - - - - �� �` _ \ \ \ / PRESERVED' \ ' 1 _ - I- \\ Jr ` \ \ VARIABLE WIDTH GREENWAY / / SLOPE TO REMAIN \ LLI ul \ EASEMENT DEDICATED TO \ / Y A A ALBEMARLE COUNTY W v ` v DB 5075, PG 664 / R�so 00 - . A V_ - I I I / i �i t � f- `v f- \ s9•s7 _ "- - - - - • i VA'•` �` I I I) I . ; \ _ / LLJ l \ W 2 6 20' ACSA 'I : J - \ SANITARY ¢- I I 3 1 - - / VARIABLE WIDTH PUBLIC \ \ fy SSEAME P i - i,� - DRAINAGE EASEMENT / � 00 A � Q -, 0� is C v�Ec ✓ _ TMP' 56K0 00 04 0 0 8416 1a°E „ OWNER: FOOTHILL CROSSING, INC v� _--- ACREAGE: 2.78 AC \ Ns�,°j f \ - \ a _J _ ZONING: R-1 CD 3237' I �• - %� -��-- CD DB/PG: /262 N \ \ \ TMP: 05600-00-00-04800 s�42• Nas a3's °w 1996g a \-- , r_-� 69 �•t , 47 \ OWNER: HEVENER, RICHARD LLOYD II \ ACREAGE: 14.94AC 56� 66 20'ACSAUTILITY nA -NQ 4T-42'E.4z6 j y• ZONING R-6 Tc pzoaENPc \ - �r �sll l• �1)�i�' _-- L. DB/PG: 660/210 EASEMENT / m GR�THIC SCALE D.B.2041/PG-676 676_ VARIABLE WIDTH- \ GREENWAY EASEMENT 1 v - - - - - _ • 0 `•. 25 50 100 200 I 'r&: 056HO-00-00-00000 OWNER: COUNTY OF ALBEMARLE 3=Acs 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED l ACREAGE: 1-08 AC 20' ACSA SANITARY FFY EASE EiENT \ \ I (ZONING: PRD L SEWER EASEMENT B 2aai � \� ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005, \ ( IN FEE \ DB/PG: 4081/081 III I = - - - D.B. 5355/PG. 737 ss 2. PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY AND pi 0 ft. \ EXISTING STREAM / = ' EAS€ME€Ni - - - - EXISTING WEST SHOWN ON THIS PLAN. \ - I _ - DB s35s-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 PORTION - - _ _ r0 _ - \ \ OF EASTERN AVENUE _ � 73� _ F - I L FUTURE CONCRETE CULVERT - -LHISt Y11LLJ -PHASE I Cl „ N08°42 07 W 208.55 570.79 208.56 ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. \ /^ 20' TEMPORARY GRADING 0 /°• AT STREAM CROSSING - - - -> / ' DEVELOPMENT - -�- _-_ C2 N10°25 22' E 469.14' 469.5 491.24 C3 N47°20'56"E 27.57' 87.5 14.34' - - LL 7 H� z 0 Q LU U LIJ M1 W H� F--1 w z Q w 0- V 1 06 J z O O z 00 Z Q O X LLLu w z J V w J G w a Ln JOB NO. 112066 SCALE ill =50' SHEET NO. 2 NOTES: GLENBROOK AT v� v ' �� ' 1. AFFORDABLE UNITS SHALL BE PROVIDED WITHIN THIS DEVELOPMENT IN ACCORDANCE PROPOSED GARAGE (TYP.) \ FOOTHILLS PHASE I 20'x20' MIN. 6° \ / �d� WITH THE APPROVED PROFFERS. SEE PROFFERS FOR FURTHER DETAILS. \ \� 0� 4� 2. PARKING ON ONE SIDE OF THE STREET ONLY PERMITTED AS SHOWN ON THIS PLAN. LOT 87 � �3• ALL STREES TO HAVE PARKING ON ONE (1) SIDE SHALL HAVE NO PARKING SIGNS LOT 102 \ INSTALLED ON THE SIDE PROHIBITING PARKING AT A SPACING OF ONE (1) SIGN EVERY ISO'. \ _ LO%j EXISTING _ 162 i �`- OPEN SPACE GLENBROOK AT EXISTING V LOT 103 \ FOOTHILLS - OPEN SPACE v • \, % j- LOT: LOT ill PHASE I \ � \ V LOT 110 I LOT 109 I A LOT 104 LOT LOT 108 ' NO PARKING PROPOSED SITE 163 LOT 107 \ SIGN (TYP.) A / V LOT 105 . DISTANCE EASEMENT �\ � _ I ' N v LOT �v LOT 106 SCOTT/R. CbLLINS'Z Lic. No. 035791 P 11/11/20� o1S'IONAL E��'1 16 _, • .x - _ ATHERFIELil = x - �y� v �.. LANE _ n s=- '� LOT 155 / -iC R �o V� LOT <q a Ov Q�ev� Des°�s, x V \ .PG672ROPOSED DRIVEWAY (TYP) - I \ v Al 16 S 0O9 �Qv p O z0 a z LOT 156 x� ;. ROPOSED 6PLANTING STRIP �� �p pe V - A ' Vl E _ LOT 157 I LOT ��pp � � � c � w ❑ � y 158 a, / / Q zoLu LOT 159 LOT 160 / � � � � - � GLENBROOK AT � / 1�1 � � a GLENBROOK AT / LA a FOOTHILLS - w \ \ ,5 p ROPOSED 5' CONCRETE SIDEWALK FOOTHILLS H a LOT / �a' MIN. / LOT 161 / PHASE I / o PROPOSED STOP SIGN PHASE IIB 20�\ '� _ LOT ti�RNEWAY / I r - > 'v / -� A� / /rROIJFCZARAGE �FTg°�RFq l I� `7 L w 166 TOS.D:€SMT �• c� �� ROPOSEDSTIR TSIGN� �� r I � � LOT 113 � q / �6 .PROPOSED SITE s" \ LOT DISTANCE EASEMENT � / 16 ' ' aQ P EXISTING LOT PROPOSED CG-u (TYPJ � / o Or Q' S 208 , -` .�, ,; �. / ` PROPOSED OPEN SPACE z. _ •� C� ' PROPOSED DRIVEWAY (TYP.) LOT LINEa4 (TYP.) O QJ�\� EXISTING 5 17'xi8' MIN - __ - p OPEN SPACE I v s• ° / �Q, 3 �l l �I O I 0 0 LOTN CD Lu CD I 207�FTBgCkRONT l I �I �, �70 �I� �mQ LOT I 2 �I� - I ROPOSEDGARAGE(TYPJ- a ,' • � �.. � 171 m� � � LOT s•F � � 1 -�� � ,�- ----- I r �------- � a ,..\ •. h 'V � lT I I zo'x o' MIN. ❑ v r, ...� -SIGN_(�I 1 �Pc is LOT I I iSED N' (TYP.) \ \ LOT / s2 4oR -_I - N _ ^' ROPOSEDDRIVEWAY Y PROPOSEDGARAGE(TYPJ 206 .2d a L -I-----II ---- I ETB NT / sy,R / 174 �- LOT S zo'x2o' MI -I - y _I LOT z'� PROP---- TOP SIGN I i I 176 \ PROPOSED ° j o- �ROPOSEDSTREETSIGN,I I I Q J LOT _ - ----I 1 � \LOT LINE (TYP.) 20 / iP ' �� RIIPOSED CG-iz (TYP.) I L �_ - BOLEDA DRIVE ' R D =280' / sP g -_. $z� N ."tip' -PROPOSED � '• � e .D _ PROPOSED PUB L9 PROPOSED S' CONCRETE SIDEWALK 2 �h_ - SD.=z6o LtW eI \ / 54PUBLICR/W - - PROPOSEDCG-iz(TYP.) J _ PROPOSED STREET SIGN �ry !p •` NO PARKI SIGN (TYP.) - S.D `280' C ) PROPOSED STOP SIGN- `, ; s i / LOT - - _ - P a--/- p so°'R - N Q y /�;_, _ r� \ / Fj v I r - - - S.D. 280' - 4 .->_� P OSEDCG-12(TYP.) -_ ,c Z STREET SIGN !p -s° ` � \ \0,1 LOT b j / / % i `° i L POSED STOP IGN s� GK(TYP.) I I 11 NOP NG�PROPOSED STOP SIGN' N ` RO q , SIGNq(�. 1 -_ r-�-- - >• LOT it I li N LOT °m' x. -; / -_ T 180 - - LOT I N 'T , A ( LOT I I I �79 - LOT I LOT Q tZ GREENWAY _ 202 Q o m� I 178 / w J I 1 6 r ) �5' E P,E/P I I I �77 "` > 1 DEDICATION ° ��o� 9 �/ LOT AREA - _ io6' _ _ �. �� 193 �`- ��__---- W \ �270 ACRES \ \ - 4 �_� - - I 9' F/G fl �zo' REAR _ II I J W \ PROPOSED U PLANTING STRIP I - f �a - - 6o' _ SETBACK (TYp,) EXISTING CROZET \\' \ 3 ygR ° i PROPOSEDoxzo' MINGARAGE �TYP.) =- s4 R R/W s2 S2 5z' \ \ > DOG PARK \ \ Q �� LOT i I uiLLJ V) Q LOT v a a �_ 197 I LOT I 1 -- , �I OPEN Q J 201 j s, -- 192 �� SPACE I i �� 0 �- - / q° \ s2 ��I LQT /� A o,, PROPOSED O� I 181 I I 182 ° ��`�Q /^\ \ 9�. FOOTHILLS / Q 1 0 / \ \ I CROSSING - U I 2 LOT e m 1 LOT i\ PHASE IV Q VARIABLE WIDTH GREENWAY OPEN SPACE TO BE LOT _ \ 198 I Ij ° O ✓ gRKi G - �° - I J J DEDICATED TO ALBEMARLE COUNTY \ \ 9 ' I 191 z ^ O183 Y J AS PART OF THE GREENWAY EXTENSION. �. ^/ LOT \ 6 J31 'mv 1--I SEE PROFFER EXISTING PRIMITIVE \ / / ° - ° __ - o / W FOR FURTHER DETAILS. TRAILWAY INSTALLED GREENWAY EASEMENT ALONG THE GREENWAY AS DB.2041, PG.676 SHOWN ON THIS PLAN oo ' STREAM BUFFER \ �jgPGKI� D O \ R LOT ul O i PROPOSED DRIVEWAY (TYP.) ��,I � a / 12'xz8' Mw. LOT w � _ H \ 9 w D gg 184 W LL LOT LOT AREA BUILDABLE LOT LOT AREA BUILDABLE Igo \ 4gR Q '1 W NUMBER SF AREA SF NUMBER SF AREA SF \ \ PROPOSED ,- ��' ��?I 20' LANDSCAPED BUFFER rill 162 5 886 3,676 186 8,702 5,436 LOT LINE (TYP.) / /' ! J FOR DOUBLE FRONTAGE LOT Q ' ADDITIONAL GREENWAY \ - - \ / ��`• ALONG EASTERN AVENUE 'C� ,7=;., vj 163 5,538 3,413 187 6,380 3,720 EASEMENT OVER OPEN SPACE 164 5,302 3,213 188 7,096 4,266 AREA FOR TRAILWAY CONNECTION \\ \ / ) hv/ ri_ h i ROPOSED NCRETE SIDEWALK 165 5,373 3,372 --- 6,433 3,972 \ \ \/ LOT / j �9 SCO, W O 166 6,024 4,044 190 7,749 4,898 18 i LOT \ O 167 6,013 3,856 191 8,010 5,179 OPEN NO PARK A) i85 i J SIGN (TY 168 5,834 3,793 192 6,293 3,998 P II 169 5,581 3,532 193 6,227 3,953 SPACE'� PROPOSED \ �\_ \ o. \ /•.`� T9A K(7yp) C 170 5,321 3,301 194 6,124 3,912 P)L (TYP.) \\ \ - \ \ LOT / -- \ / _ C: Z 171 5,011 2,992 195 5,855 3,573 EXISTING \ 188 I . j / EXISTING 0 N w r �a �ss•r-�s_eo-z�as-rw V I o✓ ; LOT \ SwM 172 4,939 2,939 196 5,726 3,626 STREAM / / /' LOT 1 `\ 186 \ FACILITY w 173 5,810 3,298 197 6,068 3,523 174 5,798 3,922 198 9,464 5,938 ` \ _ / 7 I N 0 v \ p F- 175 5,246 3,187 199 7,107 4,120 y LU L 176 7,524 4,923 200 6,337 3,513 ADDITIONAL GREENWAY i -- \� p LLI EASEMENT OVER OPEN SPACE sa' 177 5,041 2,994 201 7,099 4,106 \ AREA FOR TRAILWAY CONNECTION 178 4,893 2,906 202 7,287 4,607 \ - - - � - - - -_ - OPEN , � -_ - los No. SPACE \ \ _ - _mac'` ` ' ® °, PROPOSED, \, 1 I12066 179 4,985 2,972 203 4,998 2,981 \ GRAPHIC SCALE \ -•�� 62' / B i 180 5,443 3,296 204 4,986 2,913 R/W (TYP.)', -- - SCALE \ \ - _ _ •.4 - - - 181 5,285 3,205 205 6,457 4,058 40 20. 40 80 160 I EXISTING VARIABLE - -- -- �� � _ 1 "=40' 182 6,633 3,830 206 5,883 3,599 0 WIDTH SWM, FOREST AND 20' aC=a 183 6,738 3,958 207 5,544 3,342 OPEN SPACE EASEMENT saNirnRr SEWER \ / SHEET N0. \; 184 7,261 4,377 208 3 4,907 2,874 \ \ 1 inch E40 ) ft. DB.5o75, PG.664 IN RE EASEMENT r' { 185 7,690 4729 209 6490 4120 ssss PG % / I GLENBROOK AT TH p ` FOOTHILLS - v PHASE I / C �� — � i v ✓ ` /// ��'�-� �-�x / A SC�r�60 LOT 102 < A \C) Lic. No. 035791,E v LOT EXISTING /v v ` v / / // / ' /vv ��� 11/11/20 4 " XISTING �� / A A, o �1 16z oP ry SPACE �LENBROOk AT / LOT 103 v s '" OPEN SPACE FOOTHILLS - / ��//v �', /� �/7vv vv /> �orvni I LOT 112 LOT 111 PHASEI / /� LOT 110 I LOT 109 LOT 107 / / \ LOT 104 / / LOT 108 // I I / V LOT105 PROPOSED TYPE A LOT t ��s — LOT 106 / } T 1 1 \BLOW -OFF ASSEMBLY �\ - � �; � �' � � , ^,,J — - _ � \ \ �� / k LOT lss' // I1 \ \ \ 16 \- \ Pe°�.eJ9 REMOV✓ISTING PLUG & TIE-IN w I �1� / \ v / Q \ - -_ �j p / e�Q hk TO EXISTING 8" CL SYDI WATERLINE y A , 7 �� — _ �: _ A` �� / / \ \ \ / / /� O T 15 / / L — i I x LOT 158 R.- \ \c ` Y.•,\\ \GLENBROOKA� t co ROPOSEDB" EL 5z DI WATERLINE GLENBROOK A LOT 16 / FOOTHILLS - / �O`� / V� w 1 � i LT FOOTHILLS - I / / LOT 161 �� 1 / �:; �� / � / v PHASE I T�A A P LZ9HASE IIB I / _ — v — LOT 113 v i w / / � I I I T i � � / \ /� / EXISTING /li REMOVE EXISTING PLUG & TIE-IN , \ / / / OPEN / 66k / �TO EXISTING 8" CL 52 DI WATERLINE — — OEXISTING PEN SPACE/// CD r4 CD I / \� � �i \ � "•' / `—' � \ � / LOB / I , I r /-' __ —_ / QJ �` \ � � / /✓ r � � \ / / // LuN V �, '.��' �\ PROPOSED S' CLSz DI WATERLIN� • ... I I I �f 172 LOT I 174 ,- _ LOT ' \ ARBOLR E / M —PROPOSED PUBLIc L9 M — CY _ � N i LOT M 195 \ I I ILI � I .\ \ - 203 / �� ,, POSED 8 CL Sz DI WATERLINE I it 19 I I / REMOVE EXISTING PLUG &TIE TO EXISTING 8" CL Sz DI WATERLINE \ i / N J —�Y/ I i � W Z \ \ I N vim\ — rr_ `'-�` \ - ;,' �0�3 \ I T IY LOT IiI I o / I _�� N LO t _ - v T �� �m�� i I I I �� LO.� I I; f . j, LOT I � � �79 I I' Q d GREENWAY � , p � I � I 1 A DEDICATION / " °� 19 / LOT I 7 I I7 — W > a \ AREA h I—1�3 W -'_--��I I I � / • � - , � �-� I _ �`- _ I I I � / � Z 2 70 ACRES \ - - — I ,a r Z \ \ I iI RO+POSED EXISTING CROZET DOG PARK T v1 CD/LO 7 06 �92 Z! / L9 O - -' LOT I I LOT - ` , / -i a- Lu PROPOSED TYPE A /� BLOW -OFF ASSEMBLY / v I Q V � -�� _ - � � � i'I 1 I '��. � — FOOTHILLS � i81 I I 8z •, I ° CROSSING - -;Q �I U ca OT PHASEIV 8 Z < - - _ _ L A o — -. STREAM B �R\ � GL I — I �\� \ —;- // i� W —630 / z ry PROPOSED v / LOT LINE (TY ) P. i , Q / OPEN �,� �a _ / / H SPACE O ' T \ PROPOSED TYPE A ; 185 r,% O J ,BLOW-OFFASSE BLY� � ,� A � _ n/ Z N J -- PROPOSED8" \� \ H SAN. SWR (TYP.) i\ u ` ' 1 j 11�- F S 6' ' ���/� AQUATIC B ^� Lu 1, 11 � � b SAM, BE In JOB NO. PEN SPACE 112066 _ GRAPHIC S ALE SCALE ao o za o sa iso \ \ - / _ 5... 1"=40' I SANITARY I I� ( _ - SEWER VARIABLE WIDTH, F SHEET NO. IN�'EET ' ti - I Afh+A>;E SE ) � \ � � _ - \� Y�-> - �. - - - �aSEti'�ENT I � � —6F? M 1 inch - \40 ft. '� - — DB 5355 `" i ter'; 4 Watershed Summary for DA lA: \ -- - ---- \ s� W,�TERSHED Y outflow Summary: (2-Year storm Event) OVERALL SWM PLAN �\ SCALE 1"=1000 1-yr, cfs 2-yr, cfs 10-yr, cfs Pre -Development Post -Development = - = \\ \ L FUTURE BUILDOUT / FINAL ....... �-,..- ...'�'� \.' SCALE I"=200 j jApproved Pre -Development 6.86 8.49 25.44 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 0 - _ -- _ o protection compliance by having apost-development 1-year peak SCS design storm outflow .' Total= 15.46 cfs 6.93 cfs "' _ _ less than or equal to 1.48 cfs. ;FINAL DA#lA Final Buildout Impervious Area Summary BUILDOUTNOTES ., - *Roadways 188,477 sf E1. THE LAYOUT SHOWN INCLUDES THE Outflow Summary: (10-Year Storm Event) '/ / f '2z 1 / .•-;.-" '-"-"- `:� '■•■■•� GLENBROOK AT FOOTHILLS SUBDIVISION - *Sidewalks &100 Driveways 102,924 sf Pre -Development Post -Development , \ % �' 1 I CURRENTLY UNDER REVIEW. AFINAL z.r ( 5Attached 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. (61Attached 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 P DESIGN TREATMENT VOLUME OF 68,039 Approved Foothill IV Impervious Area 16,085 sf 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'213' 1.89 cfs DA'2B' 6.97 cfs DA'3C' 1.81 cfs DA '4D' 2.25 cfs DA'1A' 25.44 cfs DATA' 7.58 cfs DA'2B' 16.50 cfs DA '26' 27.79 cfs DA '3C' 4.01 cfs DA '4D' 4.54 cfs .�.. �, • ' \: 1 ® I II' III I I I �.,: `�' �i.\ �_."_ _ ♦ I � J 3COTT/R. C'b'LLINSZ Lic. No. 035791 ,�, 11/11/20�4 �slnTinl G,�4CJ "Includes Park Ridge Dr, Glenbrook 5ubdvlsion, Eastern Connector S FULL BUILD OUT SUBAREA CONSISTING -. / - - \ I - OF 10.89 ac. IMPERVIOUS AREAS & 10.75 - Total= 53.23 cfs 32.63 cfs Road Ext.) -I / `, `\ ac. OF MANAGED TURF. THE CAPACITY OF -- / -' / / • ` 4 �1 - \ ,-/:.. -- _ I ,.; / � - y� ,o. \, \ ,,. I, \1 II., x, ,_. -. _ ,. �•���" _..-._._ THE APPROVED FACILITY EXCEEDS THISUri - rDA#28Final 6wldoutImpervious Area Summary DESIGN REQUIREMENT.-,-,(WaterQuality and QuantityCalculations ' 3. THE PROPOSED GLENBROOK PHASE 11 _. _ _ // / - / / Tz^ re '\, - - / / ';� •"`\,/, ro s < \ Pp\\G `�. _ _ -I- 3'LU Roadways Y ) 92735 sf BUILDOUT WILL UTILIZE SWM FACILITY/ .'/ .\�T % III -r I` �L.w I YI • \ \\ Y / #26, WITHIN THE FOOTHILL PHASE IVN - /•'�.;.. sidewalks & 24 Driveways 37,786 sf <: :. / / r -: / „ \\ IP p a ' PROJECT. THE EXISTING DETENTION / , /'/ / \ �-�-:'r '� I 5 Detached Lots where Half is Captured 5,000 sf BASIN WILL BE UPGRADED TO A LEVEL / / ,)' - ,/.' / /,/ / . � \ ,, ` =s' \ ` '\9O' C' ✓' I II \ 00 30 Detached Lots where Most or All is Captured 60,000 sf WET POND. // // / / / / ,.� , \ \ I I. 0 I, �. \ O J Approved Foothill IV Impervious Area 49,658 sf 4. THE OVERALL PROJECT SITE WATER QUALITY MEASURES WILL REQUIRE AN \ ,, \ �` \ a 245,179 sf 1 .- i m� �, / '� O ADDITIONAL 1.71 LB/YR PHOSPHOROUS \ y / / \ \ \, T / , /, 4W \ vJ (, REMOVAL BE MET PER THE VRRM. THIS eh s�` CO w DA#3C Final Buildout Impervious Area Summary LOAD WILL BE TREATED BY PAYMENT .\ , - -- /' / •��- / , / /' \\ '\ \ L - (For Glenbrookat Foothills Water Quality&Quantity Calculations) INTO THE LICKINGHOLE PRO RATA SHARE: j� / / - �' - t /' �, / / ;:��:: /� \,.-.' \`. ;' 'I - ,.�_ _ \ O Q WHICH WILL REMOVE 30% OF THE 7.89 \ \. i / / , , a - .. _ / / / \ -�`.- t �. ,�, -- !l /' Z J Bnion Drive (portion) & Road A 10,449 sf tv [ / y ,' ' ,l / /=� A� A Q ♦ �y� _ w LB/YR REMAINING LOAD FROM SWM G " 7 Sidewalks &4Dnveways 5,247 sf FACILITY #2B (2.37 LB/YR), EXCEEDING \ "' /:/',! '„ ' ,' � Oq' ELF w/ 4 ELEV.=1 /&, ♦ / �--., _ '�� �/ / \ \ ,J �\ ;' -: �.�.- � � \ � , -' � I F I, I /,� �,� r`� \ � � m 2 Detached Lots where Half is Captured 2,000 sf WATER QUALITY REQUIREMENTS. / (` -.( ,: 9 Qt CF w/Q.-ELEV,=1/ , -`� � � / �' Q' /f" ��� / '•''.•. ;.\, �'<^� s^ro - �' I II 1 '.J / / -'. � � / � \ ^ � Z Q 2Detached Lotswhere Most orAll is Captured 4,000 sf 5. DRAINAGE AREA #3C AND #4D SHALL \ � %,��'J' j %l �` I'. -�^ ':',' � � �-.-�„ �O) /.. ^- �., < , '�� s. I ,l l//�//./�/i r l / -� � [C 21,696 sf RELEASE STORMWATER DISCHARGE TO \ \\ // /-I ✓ -..,' / �/ /' '\' "; ` \ \ , r w \!/,/ - \ THE CREEK. THE OVERALL CONTRIBUTING DRAINAGE AREA TO THE DA#4D Final Buildout Impervious Area Summary CREEK AT THIS SITE IS 134 ACRES. THE - \ \� �` ;'// �� \'�" \ "\ \41 ,� / / /si= spa _ �� - - _-_ V1 For Glenbrookat Foothills WaterQuality &Quantit Calculations PROPOSED DRAINAGE AREAS#3C AND 1- / ( Y Y I 11 ♦ / 1 , <. �� i'�. % • 6yaiW _ #4D ARE i 22 ACRES AND i 04 ACRES, Vf \� •y.: �' / J / 1 W/ 0 ELEV.= `�' l \ \ t- , - 1, 's , _ - " \\ LU Binion Drive (portion) 7,808 sf --- Q .,: S'\.; Sidewalks &SDriveways 5,304 sf RESPECTIVELY, WHICH ARE LESS THAN P DRAINAGE AREA TO THE STREAM AT i%OF THE TOTAL CONTRIBUTING _ __...- 5 Detached Lotswhere Mast or All is Captured 10,000 sf r i 23,112 sf EACH OUTFALL, HENCE THE 1%RULE \ -, ��. is \ APPLIES AND THE OUTLETS MEET ILDOU .. _`�-B/l I; \ f., ,kj.P�OA % /`S. \\ •90 `- \�- / ,%' F _\r- - �\ \ CHANNEL ADEQUACY REQUIREMENTS. \ � 1.22 aIC '-��_ /. � � � ���AG � y :' p, i. �• �✓. � / �' -_ _ �� � \ r' CN=F Mot - A r� _ AL BUILD UY�' 1 \ V A �N 80 & Tc�0.1 r - - e - -V vv L9 TM_ LL. v r - y 10 OF OLF ya/ 4 ELE > LL Z - � 16 'OF CFw/AELEV. 14' r LLI Jems: A '/ A n / / LU i / �;�� - -- •vv_ W cc w / .ee CD Z 1 � I APPROVED FOOTHILL- w 46-�, --- / APPROVED SWM PLAN FROM' _ �n W -- - - PHASE IV Tc -rLU t `• �♦ �' APPROVED FOOTHILLS -`AVAs �I. _CROSSING II VSMP SMP PLAN ,E,,-, y i \A -APPROVED FACILITPROPOSED DA 2BL9 � J PRE -DEVELOPMENT _ /AMENDMENT#3 � � SCALE r-zoo' - / \ - FINAL BUILDOUT DA #2B \ APPROVED Tc=0.37 hrs, ^ , - ` �� \ \ \\ 13.46 ac.Tc-0.29 hrs. (100 OF OVERLAND FLOW AT 1 /) CN=76 & Tc=0.24 hrs.Tc=0.08 hrs. (952'OF CHANNEL FLOW AT 4 �,//� � ♦ \ \ `- , / - - Ll_ 1 \ 1'C \\\ '��_`�'� ,•.� \� I I \ � I I I II � %� \ _ � /�_ ,' `� �� z PDEVELOPMENT / I: \r / \ i _ - - .- 9 �111 DA#1 `l / / / / / / ;�„: s>L - U) 16.91 aC,Ul F / L yN-161 & Tc=0.37 hrLLI s - - / I EXISTING TREELINE- --_- \ \ / �\ hl l v vv�yvvv v v w\- /- - - Iu�v11I`' .� - - \ ��ii PROPOSED A /- 1 �. vv _� �� ' O MM _ -. - � � ) � PRE -DEVELOPMENT 1 � .� .,,. � � ';, � ''� � - O DA #2B \\\1 \111 LU Uj \ \ \ \ \ \` CN=57 & Tc=0.29 hrsF > ,/�/��! L , / ��� - -- sus GRA'HIC SCALESAME- - V ao`\ e° isa W 0 z v v �- 1/ l n I / IN F ET r - - I I -- _ \ JOB NO. Minch = @.Q fi \ \ \ _ - - 1 - / / / \\\'\\ _ ( FUTURE CONNECTOR ROAD CROSSING SHOWN�\ 12066 EXISTING TREELINE ` - i _- \ \ / / / \ \\ \ - _ - - J \ FOR INFORMATIONAL PURPOSES ONLY - VSMP i - _ \ \ 1 ( o \ 1 SCALE _ ` \ ( (TYP.) \ ��, , \ �� / - � � - // j / // \ \\�� �_ _ -_� �\� - -_- \ FOR THE CROSSINGS SHALL BE SUBMITTED UNDER A SEPARATE APPLICATION \\` ,\ \ ' ��Fa�q� \ {. ` AS SHOWN \ APPROVED TC=0.29 hrs \ / i,\\ _ \ .` _ \ , Tc=0.25 hrs. (100' OF OVERLAND FLOW AT 4% SHEET o. ( ) -��;, rn v �� III/l�/ v i i _� �V v AA°��y�Fq'y >- e5N \ Tc=0.04 hrs. 500' OF CHANNEL FLOW AT 6% : _ PROPOSED EAI ILITY - - - / - - - - >\ ET 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: AiBINDER COAT WILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC. 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE o DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH 77-IE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCiTON. 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 SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF Pavement Design IE 5111 MAX 1: ONAL 1: 11 ll nrYEAR APART PER APPEND THE 2014 VDOT PAVEMENT DESIGN GUIDE. 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 21B 9 0.6 22.90 Saunders Hill 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 Saunders Hill Drive (West ofClairboume) 96 0 96 5 5 6.27 SM-12.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Claiboume Road (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 Claiboume Road (North ofPark 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 Dunnwood 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 Giralda Court 94 0 94 5 5 6.20 SM-12.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Bethany Lane 58 0 58 5 5 4.52 SM-12.5 2 2.25 BM-25 0 2.15 21A 8 0.6 9.30 PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHSNote: Contractor to bore any existing pavement being utilized and coo ate v4ffi VD0 I on upgrades to geometric esign standards to ensure the above specifications are met an SHALL BE INCREASED TO SEVEN (7) FEET. are in accordance with their standards. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO I/DOT STANDARD PE-1. 7. COMPLIANCE WITH THE M1NIMUM 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, 7HEN APPROVAL _ OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE ExrsT`rRWNo VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.- 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY EXIST cRouNo ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIM1T 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 TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPEC7ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH IXI VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES: CURB F 4 CA s RAW ON-SIREET PARKING R/W QVE-90E ONLY STREET (WERE IADCA70 ON STREET Ey i• TREE �- PLAN SNEETJ T^ TREE T 14!I TIy1 Y T T WALK MAN LING STRIP GUTTER ]RAZlA1WAY I IRA 4ELSACUTTER MANTING SIRS STDEIY 1 TIE _ ..• GIN, _ TYPICAL FfIBLIC STREA7 SAL^TION (iX%NNIPOOD, CLAIBOflRNA HA'ATRFIA'LD, SAI A"0ARS Al BA"TNAM; ARBOLADA, OIRALl -FAIRKING ONE SIDE ONLY NOTES: NOT TO SCALE DESIGN SPEED=25 MPH 1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUESTANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE SHEET 3 FOR NO PARKING. SIGINAGE ON ONE -SIDE OF ROADWAY. GRADING z~ R 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD 6~ & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION 13~ �� �. s SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THiS PROJECT. ° 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT r SURFACE COURSE BM-25 INTERMEDIATE COURSE COMPACTED AGGREG BASE COURSE, VDOT N SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND 4~ REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE MIN SATISFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND T' s' 2' OT BASE CUR T. , OR 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 CHECKED PAVING AND/ORVDOT PRIOR LLINO REMOVED. NO SCALE 4. ALL VEGETATI0N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADEE, 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 UD-45) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACT70N OF THE 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 THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, /I OR IIl 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 COMPLE7ON 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 COMPAC7ON 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 TRANSPORTA7ON MAYBE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY NQ TH GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -Oil WAY INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF ii. TRANSPORTATION (VDOT). 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. Ili. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO P CURRENT SPECIFICATIONS AND STANDARDS OF VOOT UNLESS OTHERWISE NOTED. iv. J. EROSION AND SILTA77ON 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 OTHER 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: VERTICAL). WHERE CO REASONABLY OBTAINABLE, LESSER SLOPES OF J. 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 WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. vii. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED PRI CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY vill. WITH OSHA STANDARDS FOR THE CONSTRUC77ON 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 LACEMENT OF ROADBED BASE MATERIALS. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED F STS, 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.) 21" (TYP ) SEE PAVEMENTCHART 4" CONC. FOR DEPTH OF EACH ,Yj000 Sl MIN. PAVEMENTCOUARSE P DV 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE / X\ TRIP GENERATION CALCULATIONS SCALE::L"=Too' I TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL---- (ioi EDITION) 48 SINGLE FAMILY DETACHED UNITS (CODE 210) \ TOTAL Al 454 VPD (227 ENTER/ 227 EXIT) TOTAL AM PEAK: 36 VPH (g ENTER/ 27 EXIT) TOTAL PM PEAK: 36 VPH (23 ENTER/ 13 EXIT) NOTES: LTHIS ITEM MAY BE PREC457 OR CAST IN PLACE. 2CONGRETE TO BE CLASS AD IF CAST IN PLACE, a600 PSI IF PRECAST. 3 CURB HAVING A RADIUS OF SOD FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURE. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) N ORDER THAT ME BOTTOM OF CURB WILL COINCIDE WITH THE TJP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. 01 HF.RWISE THE DEPTH IS TO BE 1B" AS SHOWN TO ADJUSTMENT IN THE PRICE BID R TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH, R DICE 2 S TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CF6 AS SHOWN ITV APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. s .e- 6" SEE Et NOTE A A p. 71., �,. MIN a SURFPCI 1a" MINn MAX, a n.'..e- BASE SUBBASE LIT :CEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SOEFICAMN OTERENFE Tas 502 SURFACE BASE SUBBASE STANDARD 6" CURB VIRGINIA IDEPAPTMENT OF TRANSPORTATION Cc NOTES I. THIS ITEM MAY BE PRECAST OR CAST IN PLANE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 Ps IF PRECAST. 3COMBINATION CURB S GUTTER HAVING A RADIUS OF 300 FEET OR LESS 'ALONG FACE OF CURB) SHALT BE PAN FOR kS RAp AL COMBINATION CURB b GUTTER. 4+FOR USE WITH STABILIZED OPEN -GRADED EP.AI HARE LAYER, THE BOTTOM OF THE CURB AND GUTTER, SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSE5 ANC TO THE DEPTH OF THE PAVEMENT, s ALLOWABLE CRITERIA FOR THE USE OF CG 8cEsBN BASED OIJ ROADWAY CLASSIFTCAnpN 2„ R D AS SHOWN IN APPENDIX A J OF THE VOOT ROAD DESIGN MANUAL- D D fa TMs AREA MAY RE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER iOs EV B/O6 SD2 VIRGINIA DEPARTMENT OF TRANSPORTATION p,.pl CO-12 1 CG-12 THE BOTTOM OF R4`_ CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" S MAINTAINED. I I I A -I u AS EETMAI APPROACH SANE E NOT 8 SHOWN N BE M I M MIW81HE ROADWAY )SEE NOTE RI SHOWN ql RN61 m C C T WOWN TO BE As I EMI& O GUI -TEN SHOWN ON RNISI CURB ,ND GUTTER rn-B (SETNOTE n SIDEWALK )SEE NOTE Tl OPTIONAL. B• e° FLOW 11LE EMPMSNN ED MINT 1 q NOTE, MN 'EY III OR AS � MMNLNE ROADWAY sxoxR OR tt SECTOR. A -I PLAN VIEW MAdLRE ROMWAY ROPE To- PMASOLIC CURVE EDGE OF SROULBER OR III _ D OPTION& FLOW LNE SLOPES CHM!<E ® - --- D MANUME ROADWAY - - - - - - - - ---- a%Mw a D SLOPE CHANGE - - D TO' COMMERCIAL CTR 5'YN COWERO& FWRANCE ® CONSTRUCT GRAE CHANGES WAIN A PMABOLO CINWE. SECTION A - A NXMiTE ` .C. .M.- LtlNCTET .C. ':. •.' .C. E SECTION C-C SCOTT/R. C>SLLINS'ZI Lic. No. 035791 ✓I 11/11/20 AJ Qo / z /�k'�0 \ 0 �Q j z U \ J Q z O \ Z U w E ED U J O z z C) J w �� Ili FZi m J \ , A Vu/ w rr W / w LU GENERAL NOTES L WHEN 01 USED FOR STREET CONIECTpN6 THE MMIEC M MUST BE DESIGNED INKCORDNDC WTH AMIETO POUC'T AND THE APPLICABLE REQUIREMENTS OF THE MT ROAD CESKN MN111&. IN=MG SIGHT SSTMCE MONEDEWS T. WHEN THE ENTRANCE RADII CNNOT ACCOMMODATE THE TURNNG SEOWEWEIDS OF ANTICIPATED HEAVY TRUCK TRAFF THE DEPTH FOR SIDEWALK Y CURB RP NS WITHIN ME L S BE THE RNEWSHOULD BE INCIEASED TO r. 3. WHEN USED N CONJUNCTION WITH STADMD CG-O OR LO-T THE OURS PAGE ON THIS STANDARD IS TO BE EAISTED TO MATCH TINE MOUNTABLE CU REI COMTWMTION 4. SEE STANDARD M-12 FOR OURS RAW DESIGN TO BE USED WITH THIS STAADMD. 5, OPTIONAL RGWLlE MAY REOUIEE WAAPNG OF A PORTION OF W1TER TO PRECLUDE POrDNG OF WATER. ENTRANCE NOTES B. RMS ME TO INDICATE WHEN COHSTRUCTDN BF A ROW LFE S REQUIRED TO PROVOE P051TIYE BRUMNAGE ACROSS THE ENTRANCE. T. MNNU E 1AAMEYEM SHALL BE CONSTRUCTED TO THE RAW LINE (EXCEPT MY SIDGRAM STMNLITDN REQUIRED FOR MMNLNE PABREMENT WHICH CM BE 0111i IN THE ENTRAKE.) 9. RADIAL CURB OR COMBINATION CINB NO GUTTER SHALL NOT M CONSTRUCTED BEYOND THE RAW LINE E)(CEPT FOR REPIADEMENT PURPOSES. G. THE EESNABLE ND MAWN EPTRNDE tlVM CNMD6 W' ARE LISTED N THE &LMW ENTRANCE GRADE TABLE THESE VALUES ME NOT APPLICABLE TO SUREST =O eTNIH6. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE va1AE CRANE CHASE 'a' OESSABI£ WVIIWM NGN NOTE THEM ip00 VPD U% O% IEgIN 500-LRW VPO 53% SIX um THAN BOB WIT,56 % III NITS &LOWAI QITHANCE ONCE RMLE IS NOT MRICABLE TO STRFEt COMSOTIOS CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES TOLD] YRGMA DEPARTMENT OF TRANSPORTATION PERMISSIBLE A CONSTRUCTION its gow�is, R" LONG GENERAL NOTES: JOINT a' D' " 12" C-D A, k U THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE tCLAG$ A-4 IF PRECAST] WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH C THE ` EIS RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTMAN B' Cn 10.1\ TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE 77n 13 Mil -.. q% B, WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. T PE A 3. AI FLOOR BY USING cua8 RAMP MAY BE PoureeO Mb TNT WITH WITH RAMP PERPENDICULAR FLOOR NR BY uslNc PERMISSIBLE cousTRucnDle JOINT WITH REQUIRED CARS . TEE SHEET I Or 4 O. IF RAMP FINING 6 PRECAST. HOLES MUST RE PROVIDED FOR DOWEL BARS 50 SEE SHEET 10F 4 FOR DETAILS THAT ADJOINING FUMED surfs CAN BE CAST IN PLACE AFTER PLACEMENT OF A TYPICAL DESIGN T RAMP 4 I PRECAST RAM LOOR. PRECAST CONCRETE SHALL BE GLASS A ' 0" 5,BOTH O EARS ME TO BE NO 5 % 8" PLAOEO 1'CENTER TG CENTER ALONG 12,1 MIN B•-O'• OF CONCRETE COVERHiRiMP FLOOR, WO -DEPTH GF RMAP FLOOR. MINIMUM 121, 121 MAX 48:1 MP%. BACK OF CURB- S. CJRD / CURB AND GUTTER SLOPE TRAMETIONS ADJACENT TO CURB RAMPS ZD:I ME ISLUDED IN PAYMENT FOR CURB CURB AMID ,UTTER. TYPE B �_ 7, CUPS RA4P5 ARE TO BE LOCATED AS SHOWN ON THE PLANS OR As DIRECTED PARALLEL SECTION A -A BY THE ENGINEER. THEY ME TO BE PROVIDED AT INTERSECTIONS WHEREVER 4' 2' Mul M w Pry AC CES IGLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY z N Cg051E5 A CURB RECMDLESS OF WHET ER SIDEWALK 15 EXISTING, PROPOSED T H k OR NONE%ISTENT, THEY MUST BE LOCATED WITHIN PEDEST INI CROSSWALKS -PERMISSIBLE R i Yi As sNowN NN PLANS DR As DIRECTED BY THE ENGINEER An0 sMouLO NOT CONSTRUCTION BE LOCATED BEHIfID VEHICLE STOP LINES EXISTING LIGHT POLES FIRE DINT UNOBSTRUCTED. TEDP TASLECETQ HD SLSBLE ROUTES PATH CONNECTING A CONTINUOUS .p 1�.1�A%RC C ACCESSIBLE ELEMENTLf,FIRA AND SLIP RESISTANT PATH CONNECTING ALL P'.1 Mix y\y _ ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED \ ' `� II AND usf0 By PEDESTRIANS. \N7 10'1 MAX SECTION B-B 2, M11 107 M B. RAMPS MAY BE PLACED :JIN RADIX OR TPNGENTIAL SECTIONS PROVIDED THAT AT $ ,y' HIGHER THAN RUE CURB THE OPENING Is PLACED WITHIN OF THELIMITSC OF THE ckosswALu AND THAT THE SLOPE AT THE CONNECTION OF ME CURB DEEMING 5 EDGE OF PAVEMENT NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. -TRH E E E H NI s E. ALTERATIONS PERPENDICULAR i0 THE CURB- AT W..W. ,SANE AS TOP pF CURB $ff SHEET 10F 4, 9, TYPICAL CONCRETE SIDEWALK IS a- THIG(. WHEN THE ENTRANCE RA➢ICANNOT TYPE C ACCOAIAGI THE TURNING REQUIREMENTS OF M71CIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE IH VY PARALLEL & PERPENDICULAR A''SQUARE LANDING TRUCK TRAFFIC) FOR CONCRETE DEPTH. AREA OUTSIDE OF TRAVELWAY $NKL Y 10. WHEN CURB RAMPS PRE USED IN CONJUNCTION WITH A SHARED VSE PATH, J BE PROVIDED WITHIN THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH oQ THE MARKEU 1'6C-L2'4 TRUNCATED ROME .� m CR055WIR AREA V ono Y 11 D D. D D D O D D O O O 0 Q 0 a 0000 ao n0O D oo �V N �OF D a o o 0 0 0 0 0 0 O 0 0 o O D- - (� + 0 0 0 0 0 0 0 a 0 0 0 0 o a o e CROSSWALK4 a- C�r SSWA�IC o 0 0 0 0 °'2" DSSWALK TYPICAL PLACEMENT spz - fisz OF BASE DIAMETER' 0 a 0 0 0 0 0 O 0 0 0 0 0 0 0= TYPICAL PLACEMENT %'i r rpP 1nAMErsR AT INTERSECTION 0 0 0 0 0 0 0 A r 0 0 O n o 0 AT INTERSECTION DIAGONAL VARIATIOfJ AID^ - 1.R" VARIABLE WITHIN CROSSWALK WITHIN CROSSWALK BnsE DIAMETER r4'MMIMUM. ..� (WITH BUFFER STRIP) PAY LIMITS TRUNCATED DOME DETECTABLE WARNING THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LOGGED DETAIL DETAIL AS" WISEY ION 6'REEE AT TF TOP OR P OF CURB RAMP. MINIMUM CURB RAMP LENGTH 5 FEEL FOR NEW SHEET 1 OF a CONSHEET i CG-12 DETECTABLE WARNING SURFACE 70I T." SPEgFItT CO-12 DETECTABLE WARNING SURFACE IEEEPEICf gfFEgENLE REV. 7105 GENERAL NOTES ,Q5 1D5 TYPE A (PERPENDICULAR) APPLICATION W T03VIRGINIA DEPARTMENT OF TRANSPORTATION 507 SUS A$ YIRGP41A DEPARTMENT OF TRANBPOREATI@1 21 R5 DOWELS, 6" LONG A` PERMISSIBLE AT rz" C-C� CONSTRUCTION ` 5'ME, JOINT 12:1 MAX" may 1 MAX 8� 2 B RAMP )SEE TGHLEI SEE SEEDOMES SEE A SHHEETT , of < FOR DETAILS THE, MIN AD $NAPE TO MATCH FACE OF ROWAY CURBBACK OF tuna_ S :IV 20 :1 ae 1�Ax. I-TMIi SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4, TYPE B PARALLEL APPLICATION ROGOWAY GRACEMINIMUM IN PERCENT RA'AP LENGTH IN FEET 4" CURB: 6" CURB 0 6 7 B 3 6 9 B 12 m 15 a tE Y� n V 6 3 N 0 4 K V= l l CRQSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP 5 LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SPEGFFAIIM E�RNCS CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION V. 710C 103 U. L ti M Ali (Y) N 4 M N O W t4 N N w w ZJ J w I- LO z= U W Y w UlVJ Fz zw � aaaaa� U) J NwN J �I V 0 0 0 N U 6 z w w z ED z w Lf z - I� �_j uj ,LA■L E� 1 W i� I� W U J Q 2 LU /i C6 V / LU J O z 01 LL I I i 0 CII uj CIO J W JOB NO. 112066 SCALE AS SHOWN SHEET NO. 6 ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i-800-SS2-7001). T ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OFTHREE 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. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAID SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 33. THE SEWER LATERAL BEYOND THE CONNECTION AT MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. i4. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. iS. 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 r101t� 5 WATER SEWER 3 i o E LOCATION OF OTHER UTILITIES /(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM WATER 6 SEWER 30' MINIMUM M SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER B SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHDULD BE AT 90• TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG. W-1 TD-I NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 18"-22" CU. FT. ALVE BOX 7 /68 S1TONE 42"MIN 6" GATE VALVE .: TEE 2500 P.S.I. CONCRETE "1 •-! BASE AND THRUST _ y "'"•� BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN 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 W1TH 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 TIE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 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 (A) 1• (25mm) Dw MILES ON u 3i' (BlAmm) DIA 27 i/2' DIA SOLT CI LE. [699mm] O 261/4'?M� 1 1/2- [38mm] 667mm [178mm] zb" Dw F- [606mm] 28 7/16" Dw_� 5/8• [722mm] [16mm] 36" DM O O [974mm] 0 25" [880mm]1 1/2" 13/16" [38mm] FRAME SECTION [20mm] 2' (51mm) LETTERS (REC65tD wSH) �r [79mm] 3mm] 5P. 3 13/16 0 22 13/i6 2 1/8" [97mm] [579mm] [54mm 0 25" 1 3/8" [635 mm] 0 11/18• [77mm] [35mm] O.D. OF GROOVE 14mm SECTION [4mm] 3ECgN VIEW 1/4" (6mm) CAN BOLT SEE ASSEMBLY SDIA K NEOPRENE GASKET DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 S �. (2) CONED 1800 1 5/8' RUBBER PART# ON81M (2) BLT HEX 5/B-11X3 1/2 SS E W PICKBAR6 [5mm 2400' [41mm PART# 009B1251) 1/2" 1 1/8" (29mm) DIA BOSS [6mm [13mm -63 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 10 1.50 00 SS PART# oa96131a PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL 2) NLR HX 5/e-11 ZN NYLN NOTES: PART# ODBBIZe4 1. ALL MANHOLES WITHIN 1DO YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT EX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILAR ASSEMBLY. PART# o0981228 TYPICAL WATERTIGHT (2) 1935R LOCK LUG (SHORT) PART# OO1935B5 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E TD-30 0 m SECTION 1-1 'I i SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L I H I T 90 2.50 2.50 3.01 '0.24 4" & 6" 45 22 1/2 2.00 1.50 225 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2:50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 2.56 2.66 2.77 0.26 22 1/2 1.65 2.15 2.59 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" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.55 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� o 7,& ADJUSTABLE VALVE BOX W/ LID 11 z 7 z N Y M.J. GATE VALVE WATERY2'� 2500 P.S.I. CONCRETE G AREA. THRUST BLOCK NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 (4) 1" (25mm) DIA HOLES ON 32 3 4" (834mm) CIA BOLT Cl CLE. 2" (51mm) LETTERS (RECESSED FLUSH) 1" [25mm] SPN AR (2) CLOSED PICKHOLES F [38mm] W \_ CORED ED POR S 7 1/8" (29mm) DIA BOSS 27 1/2" DIA [699mm] 26 1/4" 1 1 1/2" [38mm] 7" [667mm] "1 [778mm] 28" DW 1 1/2" [660mm] r [38mm] 1/4" (6mm) CIA 3 1/6" 24" DIA NEOPRENE GASKET i F [79mm] [806mm] 28 7/16' DIN 5mi [722mm] [l6mm]E_�[635rnrn] 23" CIA _ 36' DIA [584mm] [914mm] 25" DIA FRAME SECTION O.D. OF GASKET GROOVE SECTION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFlLL 24 IN 6" 8" a 8" MIN MIN. MIN. MIN. O 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4' 1 INITIAL BACKFlLL UNSTABLE s" a' 8- 4 MI e^ SOIL -,,,,.MIN MIN. _ MIN MIN. #68 STONE RANULAR FILL AS APPROVED BY ACSA \ 5 AB'E SOIL OR ROCI(, 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 BACKFlLL. 3.THE INITIAL BACKFlLL 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 1/0 Nab TD-2 " I^MPRESSON s 3/4' MALE PIPE LWPING 11PRONED EQUAL �� / FOR USE ON ADAGES SIN(%£ FAMILY \`��// S OR DUAL RESIDENPAL 1'n"vY TEE ON SER AND IRRIGATION AND IRRIGAIIDN EERNCES NOTE: NO W TED STINGS (D z' DUAL SERVICE R 1' COMPRESSION A 3/P MALE PIPE COUPUNG OR APPROM EQUAL I- TYPE 'K' SOFT COPPER O FOR USE ON OETACHm SWIXE FAMILY REMDENTAL SERMLE NMOE AN IPRIGATION Li METER IS NOT PRDMDED. SINGLE SERVICE NmE i) SAWLA SHALL BE USED ON PVC APE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FRG. W-6A FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA J" TD-10 STREET SURFACE OR _.NO.N-PAVED AREA 1'-0" MAX RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED 1y,� CONCRETE SECTIONS 12"" MIN "0" RING SEALS 4 16" MAX MINIMUM ELEVATION 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 4 4A 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 Top View 6" MINIMUM °a 4' MINIMUM Ql A a' a 4' MINIMUM d 4.0 a ° a NOTE: RESTRAINED JOINT FITTINGS. F- -Side View -- 42" Minimum 6: f 95% aII II.equiredW4.4zed Steel Beam,14 (min. size) .° 3' min. penetration into undisturbed 45' soil or as approved by the v / ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 J COVER LIFT NOTCH 12 3/B" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A 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' IN DIAMETER OF 4". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN UNET 1 _- _-, _, SERVICE LATERAL _,rIN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-31 FINISHED GRADE MITI=[ Ff=T1 r=1T FT=T1 T=1T1=7 FT=T1 T=1TI=7 �T= TRENCH REDUCER a �.� �2500 P.S.I. CONCRETE THRUST BLOCK .---------------- L __UNDISTURBED SOIL 18" MN. �- PROFILE VIEW UNDISTURBED SOIL - EDGE .' OF TRENCH ---_-_ 24'MIN. ------ - � ----- .m ., REDUCER �----------- 8' MN a, f 2500 P.S.I. CONCRETE THRUST BLOCKS 4< •. 8" MN. -------- --- ------------ UNDISTURBED SOIL - EDGE ° OF TRENCH"' 24" MN NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W-3D ID-7 -FINISHED GRADE _ 11 _1 1 111- I AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE TIT. IF POSSIBLE 1 BRICK SUPPORTS OR SOLID CEMENT BLOCKS �v \ `CRUSHED STONE TYPE "K" SOFT COPPER CORPORATION STOP NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 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 SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG: W-9 TD-20 REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24" MI INTIAL BACKFlLL* 8" IN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE O. HAUNCHING NO. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL 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 NITS FIG. S-3 TD-32 t �jr l SCOTT R. LLINSIZI -y Lic. No. 035791 h� 11/11/20 A) (L' w Z z CD Z Z w O Z O J U (%� a F G 0 O Z N 0 Z 0 CO =J U) J U LU Q � O 0u LIU � V1 w cr w u CL w LU NW Q J ti M Z M N z M I� N ~ J N UjN W 0- W Ld CO Z J J Ieeeeeel W Uj J U) Mj Q . L9J O W /=^ Z U - )LU J [ WI YJO Uj = Fee- Ln (n 0 0 ZLij L�.I LL I n/ Fee- i Uj 0 0� 0 J � '< V z 0 Uj J � w U � w J H w O a w JOB NO. 112066 SCALE N/A SHEET NO. 7 ------------- SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. / 2: ' \ - \f •I " 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE / U LOT 155 /< tom_ _ w. - PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH / / O J THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK, CARE FOR SERIOUS F Q 1!:a NJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. / a x • l LOT 156 - - - / X _ �p//�,,� 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE U E - -- .: (4)FPSTREETTREE / 'L -` � � --- -- 1 x,_ -0 - "'� �„ PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON En co bu .- + ALONG CLAIBOURNE RD r �. - - •- ` BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND Lu Z ' LOT 157 -- I �� I I — _ MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. Z Q o (y) PA STREETTREE _ — — — — / O a w \� .\ ALONG,CLAIBOURNERD \ '� / I LOT 158 -� - -- -- I 1 — _ - 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION o \ `, ✓ --- -�-----",'- CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. N I \ 1 \ \rr \ GLENBROOK AT LOT 159 ` - - - - - - > ? a iL A i V LOT 160 - L - ��- v �� V/ a w s \ y' / vv FOOTHILLS - / o \ FOOTHILLS - LOT lei / / v �HASE I �� w PHASE IIB �/i / x // v v / ��% Lu �� LET �� _ > ya v v v / /� / W w �� PROPERTY -� �v i o / � I L - _ I \\ \ LOT 113 � u z - - o � � EXISTING OPEN SPACE / / EXISTING o OPEN SPACE Q 0 0 LO II v - I LOT 1 I A — - 5 STREETTREE --_ I Cn J O 1 /!' \ •ALO` BINION RD - ARBOLEDA D L --- , - C N / L _ /!� i M- I PROPOSEUBLIIBR C ROAD _ / + _ % (Y� _c - - /�P i (15)PASTREETTREE / �� / (� ALONG BINION RD-1/ _ L.L > _ % M � o OPEN LOT i __ _I .� � ' M T II I � T • s A / TREES UPT04°CAL. SHALL BE STAKED \ � 1 I WITH a -."I HARDWOOD STAKES. _ - - I R I LARGER SHALLBE \ TREES OF CAL. ORL G R � _ _ q � ,• -mil CV GUYED WITH EQUALLY SPACED,TWISTED, ' a` V � � � � � / I. I - _ - -DWI_ ♦ - -_ _— - _ - --_-- AN TRUNK. FLAUCKLES. LOOPHOBEAROUNE. I / TRUNK. FLAG WIRES WITH COURVEVTAPE. \� I I \ �\\ / / � -�// _. � � � _\ � -- /— , I I / fl. W DOUBLE STRAND #u GAUGE WIRE \\ ".+ II I I- II L. / `^ ♦NV REFER TO SPECI FICATIONS FOR '" . \\ / '� _ Q J < _ LOT I I I I N FURTHER INFORMATION � � /. WITH RUBBER HOSE &TURNBUCKLES ` / / - �' -� Q v zi --' / _ --I. I I LO� l i J /' L / LL 18o LO v"xY'HARDWOOD STAKE T / 'Q H 4 � 1 / r-- I a � ��� LOT ; _I I I ' �9 I I OT CUT&REMOVE BURLAP FROM TOP GREENW/A'�Y / ° 1 _/_ I I 1� I _ V� G. � 1 a/3 OF BALL AS SHOWN DED ICATIQN. A� / Q 19 I I LOT I I I 7 c GUVWIRESWITHRUBBERHOSEAND 1 �IJJJ _ Q SCARIFYSUBSOILTO MIN. DEPTH / //' -� /------JI �\ TURNBUCKLES 2/3 UP TREE 4 \ AREA . I - _ �! / I'- = --�1 / I I f#Q �"l._� I I — _ _ ---__-al I yj 1 I IIyII , / \ J � s z"xR" HARDWOOD STAKES, ALIGN �` MULCH SAUCER 2'.70 ACRES-- �� N TOP OFSTAKEs - (5) PA STREET TREE i _ 6 z — ~� FI'o Ntu GRADE ° �— c t I. JG ,' ALONG ROAD B _ �' �_ / o \ V MULCH SAUCER , `. ¢ r^ . I TREES UP TO4 CAL SHALL BE STAKED \ j / __, I I f� -- _ _ — _ // ` I VJ w o a/3 HT. OFTREE TREE54"CAL.OR LARGER SHALL BE \ \ (6)FP STREET TREE 1 ' 777771/ AMENDEDSOILMI% \ �_- Y 0 lll\ GUYED WITH 3 EQUALLY SPACED / - I' TWISTED #u GAUGE WIRE WITH HOSE \• . a "u I /. \ .. \ \ALONG ROAD B + / I LOT I \ �+ L L Q AND TURNBUCKLES LOOP HOSE \ I \ -�.-oL - - _ AROUNDTRUNK ABOVE BRANCHES it AS F AG WIRES WITH \ \ \ \ 177 I I O \ O I� J m 1 I A e III — III COURVEV TAPE. REFER TO SPECS �A I\ - T I� m CUTANDREMOVE BURLAP 'L� j,' — FOR ADDITIONAL INFORMATION. A 2 / V A_ / / I I I 172 I I SP�t A I i O II=III= 43 OF BALL AS SHOWN L T I LOT - -� -�_ � 11 �_ — AMENDED SOIL MIX V -I A -I-��]�- �,-11 SCARIFY SUBSOIL y"MIN. DEPTH I— III _ f III —III III- �, � _ �, � c COMPACTED SUBGRADE 'Ct COMPACTED SUBGRADE �'-�� `� / t vv. v I'- ur 18z ��� A , _ �OTHILL I Q Tree and Detail Evergreen Tree Planting Detail 9 9� ° Z �, �v ROSSIN (� o NotToScale ' \\ _ - Is NotToscale �v1... T I / /I � V O I / .. - ��� + . �./. - � LOT �". , \ \ CROSSING 1 _ LOT /_ _ / i - - 3 �� I w County of Albeoarla �,. V II { , 18 -- m Y Comervvtfon Plan Checklist- To be placed on landscape Plaw 1992 338 (AaMbnolyppl11-z-I11-19r fr completeapteirwittin.) - -� 00 / �91 i SAD ��✓` ��`. .. --_ Lu 1. The rmm:obcem•anau be anawa as the oBn: - ®®t\ / '. m _ ,i / �,/ fl Troea ;o be saved; AIsss— El Llm[tsofcleanvg outsidednfllneofaeestobee vedh ��-1 � ® Locamn and type f promctrvs Isang, @• A �� V / /71 O Gmdeabaogea raR ,��e wok nrwaua; as as �> II � � / ul U) O o Ojambe sa.ad anau ne nmkna wrtn rant 9 1"m ao-enanm nrtnmtal acne loan - / / I x. as p.;bb®atanaignmlearLy visible [oegwprnamnpemtors. V , �.j__ (12)FPSTREET TREE 1 1 i � �� Lu U w fl No®Wang shell begin,mnitho tree mmkng nos bean inapeMad and approvN bye County Impactor. - - /, /�J` \ \ .� �_ ALONG D `NWOOD DR + k I Lure 1. P{'anatraelllem aa Caanae. -- --- % _. 1 fl Treelr=ae:.aon,ana prolocncn memwee shall be reviewed with the coMnetor on Nte. \ \\ \\ \ \ \ �/ 'I' w a. Foreignism OnemtlanandSuisse, \ \ \ XISTING1oo'STREAMBUFF ER fl III scuipmenl,vehicWutrctTcand Ioannina ofeonstrudion maleialsindislagNal shall not bepumdtted within Ma hipnaes ortrees \ -\ • ,\ ti\ - r / `— EPIL ®vatZ to bemved \ _ \ \ . . ' - \\ (12) PA STREETTREE s. SonEew.lannad stann..alar De�uoa Deob«: �\ - -`\�. - —� OPEN DUNNWOOD Q suchdaricesehAlnotadeeneryafT.or"mbe..ol. V - A`V' A SPACE o 6. Fir.: OT \ i T pertvi Ihn1W feu ofthA dri IvWe of bees to be saved. -�— fl Flrea an, not itctl wl P 9. T.AsMa@rmis: A _ - V' , .� ,.A A r. / ./ / I A i O ,.,� �. ® Tovcmaneals shall not ba sterei within 100 femoftly dnP�e oflrwam be saved. \ ,..� '. '� .. _ . _' \ \ \ °� 185 / �\ n S. Pooteethe Fenctae: � �r v OPEN `� � �� fl T -.o berowvai wiWn-0Ci tofapmpased bwld'mg orgradwe acfieiry stand baprotectea by Fatcing. \� ,\\ ��— _ -- \\ SPACE�\I\ /m fl Frnrivg shalt be to Place and shall be imgscled avd-apfroved ny-a ComLLy lnsPeIoocpvor to gradivg ormmtrucaon /'.. . . - i /��! / Q U 9. TiesWelh: � �\ -- --'�� - N CT -.-- , i/r A - N El When Megromdlevelmintbetasdwitloatheddplbeofahoelrbesaved,aheewallshall bapcnAd,daMeeonatrvenandekil V '� �� — _s V /� 7 A CN Lu m sinni led f r.,,-,vN \- .S _ _ \ t v - ® when ma gro,mtl le.•a meattxlowemd w';wn ma anpnna atreeroxam•ed,.a lreewau anau ba pmviaed; anaammrtnenoa aakN submrtadfornpprcval.� IL Trenthlnv an0'TmnNme W F- c fl Wnan. Eadmtg ie r�ll be wiWm lha nrseta os.arvng, iI shall be tone as Paz avay Dom [be hunk, or Imes sapasaihle. Tmmeling \ \ / c m undaeLarge Lane sball be mnsidrn•.den®altemanve wnmrttsaMaipared tt,e[nacmeary nenct"ng wdl deahoy 12. Cleanup:C \ K = O ® PmlaNva fancmgsnau name.ant items mmaveadming the final cleanup. �\ Cl. DamaeedlNes. - \ \ - \� ..\` =J _ .] 1 t— 'OPEN JOB NO. o ® Dmnagedheessndi [eawmeIII bypmwrg,fmNimton n- othermethodsrecamnemledbytseespecias' GRAPHIC /a 7"")T�T SCALE T L� \ � �� � !\_ � � � -_y_ SPACE ,y-- `' 1 I 112066 � NOTE: tT ISTRE OEVEL PEft'S RESPONSIRILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION K.TRA 111C SCALli - � � —�� � - �"1� T�V \ _ 0 REQUIREMENTS. / �, ,-�a� _ / i� �- B I� I On o ao 0 \,. SCALE _ _. •.I 9/8 2020 \ �� rrF o -__ , rce: bWNER SIGNATLIILE\'.,.q s II 1 _ —40 N I I I �. SouVa.DSWC Plate 338-2 , - _ — 3 p 1 �� c _.�_°� corvrRacr PURCHASER slcrvaruac (DATE)( IN FEET) ✓) ���.� _ T_ _ - j, 1 SHEETNO. n �_401 sfl1%In. l of inch = AO ft. / A,�, � "�� - - ✓/ "� . y LANDSCAPING NOTES: \ \ / I / / \ p _ $66 \ v a. 1 LARGE STREETTREE PROVIDED EVERY o' OF STREET FRONTAGE. \ / \ ' / / - - - � / 2. STREET TREES SHALL BE LOCATED S'MIN.FROM DRAINAGE STRUCTURES AND 1o'MIN. <\ GLENBROOKAT"�. A /�/. X l /��� / �� I� CONSERVATION PLAN NOTES: � ���j FROM WATERLINE AND SANITARY SEWER STRUCTURES. FOOTHILLS y� :� 4 - / 3. STREETTREES SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT MATURE HEIGHT / 'V A h; V (� Z 66 - --, 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON \ PHASE I ->� .y ° z AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING �(? THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND �� �'' \ �. A;/� [ _ / ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE r ONLYTOSUPPORTTHEOVERALLHEALTHOFTHEPLANT. �;� vv A / ;' $ I - �- — CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. �SCOTT R. INS'Z 4. STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE v / `'? 06 --- 0_ 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION C.) Lic. No. 035791// PRUNED BETWEEN 2'AND7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES I I, / / / ' �� \ / 1 I - - - - _ MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES 1 Q AND ACCOMMODATE PEDESTRIANS. \ \ <\ \\\ \7 / / z�� -'r � �66 _ TO BE PRESERVED AND PROTECTED. �0 11/11/20 5. TOTAL STREET FRONTAGE =3350' F / / \ LOT j \ / �. EXIS NG �I EXISTING 3, TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER /� ��SS Z1G� z REQUIRED STREETTREES: 67 (1TREE PER EVERY So'OF STREET FRONTAGE) \ \ \ I /TED SUCH 70NAL E PROPOSED STREETTREES: 7z i/ \ \ \ \162 OPEN SPACE GF00B FOOTHILLS AT OPEN SPACE NOT MANAGEMENTFACILITIES AFFECT TREES 0 BE PRESERVED LOCATIONS SHALL BE O AND APROTECTED. THAT THEY SHALL i Z NOTE: 1,o69' OF STREET FRONTAGE ALONG DUNWOOD DRIVE (PORTION OF) 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES / REQUIRED STREETTREES: 2z �'� /' _ / t'v I LOT 110 I / PROPOSED STREETTREES: zy "t / I LOT 112 LOT 111 �, PHASE I I I TO BE PRESERVE© AND PROTECTED. DO \ ' NOTE: 3gg' OF STREET FRONTAGE ALONG CLAIBOURNE RD (PORTION OF) \ I I I ` LOT �` - %t LO 9 1 ' z • 1 -.� LOT 108 I 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF / \ \ I / \ 16 /, \ _ `.� _ / - _ _ I I LOT 107 1 / TREES TO BE PRESERVED AND PROTECTED. \/ REQUIRED STREETTREES:B 3 i �" PROPOSED STREETTREES:8 \\ / 3"� _,.� r - --- - ___ I 1 / 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS \ NOTE: 1 1 OF STREET FRONTAGE ALONG BINION DRIVE (PORTION OF) \ 65C - - 4 5 \ / \ ` k \ \ _ - BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY \ o REQUIRED STREET TREES:29 \ 1 \ \ % \ % ` I X - - ENGINEERING DEPARTMENT. \ \\ PROPOSED STREET TREES:29 \ I \ \ \\\ \ ' - / �, ' w '4 /. `- _ _ I 1 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, NOTE: 4670F STREET FRONTAGE ALONG ROAD I /\ \ LOT _ �� / /� - _� - - LOT1 TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE REQUIRED STREETTREES: 10 1 \ \ \ - ;! , -�� 7` _-- - x� R'_,-' % - _ - - J PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS \� H PROPOSED STREETTREES:i1 \ \ L \` /�` i6 +� \'' / + / �� '� 4 - - --_ \~ - - OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL \ Z r v v, -- - --- -- _ / �r V I BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL ROAD LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (s0 TOTALSITE QUANTITY COVERAGE (sf) TREES FP FRAXINUS PENNSYLVANICA GREEN ASH 21/2" cal. 672 36 24,192 PA PLATANUSACERIFOLIA ILONDON PLANETREE 21/2"cal. 1 422 36 15,192 TOTAL CANOPY 39,384 PROFFER STATEMENT 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 056A2-01-00-06200 totaling approximately 2.13 acres from R2 Residential (R2) to R6 Residential (R6), and rezone three parcels (05600-00-00-57CO, 05600-00-00-057B2, and 056KO-00- 00-000.A2) totaling approximately 32.56 acres from R1 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 "Proper') if the Zoning hlap .amendment (hereinafter the "ZNLA') is approved by the County of Albemarle (the "County'). These conditions are proffered as a part of the requested ZMA 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-OOOA2, and a portion of056A2-01-00-06100. The Application Plan shall refer to that certain Application Plan prepared by Collins Engineering February 16, 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 housing 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) RRcporting 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 term 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 tease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent .Affordable Dwelling Units for fifteen percent (159,16) 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 i of each year following the approval of this rezoning, the amount of each cash contribution required by Proffers 5 and 6 shall be 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 Nlid-Atlantic. The annual adjustment shall 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 '1 in the preceding calendar year, the denominator of which shall be the MS] as of December 1 in the vWx preceding the calendar year most recently ended (the ".annual Percentage Change'). By way of example, the first annual adjustment shall be Seven Thousand Three Hundred and Thim� Three Dollars and Eighaeen Cents ($7,333.18) x 2018 MSI/2017 MSI. Each anus! adjustment shall be based on the amout,t of thr proffered cash contribution due for the immediately preceding year based on the formula comained 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 unlit 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 (the "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 Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum 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. L 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 lanes, parking, sidewalks, street trees, and curb and gutter. 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 (10h) 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. Eastem 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 (50i6) 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 GreenwTrails. 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 (10th) CO for a single family dwelling within the Project Upon the request of the County, but not prior to the issuance of the tenth (104) 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 plars 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 -Kind Contribution 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 ih) the Civic Space improvements, (collectively referred to as the "In -kind Contribution'). The In -Kind Contribution shall be $4,799,996.00. The In -kind Contribution reflects the value of the improvements that the Owner has committed to make pursuant to these proffers that are 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 shall 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 mote deeds of easement dedication. B. Bike and Pedestrian Tunnel Pursuant to approval by VDOT and the County, 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 Easter .Avenue. Installation of the Tunnel shall be completed prior to issuance of approval of the tenth (10th) 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 (loth) CO within the Project. Parks and Chic 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 Chic 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 right 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, i.e., 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 than a constructed For -Sale Affordable 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 permit 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 Proffet 6. The cash contributions shall be Seven Thousand Four Hundred Nineteen Dollars and Ninety One Cents ($7,419.91) 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: as By: &NTHIA L. DAILYC.DDICANI % Date: J a � ( / '`_Q l OWNER of Tax ROUTE 240 HC By: Date: Parcel05600-00-00-057CO & 056A2 01-00-06200: 4GS, LLC,,a Virginia limited liability company (L . qV014" I Mm� Page 7 of 8 6. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (151/6) 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 the 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 Owner 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 Unit (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 -Rent Affordable Housing Unieshall 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 (3%). For purpose of this proffer 6B, the term "net rent" 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) Convev�ice 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 subparagrapli (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 OWNER of Tax Map Parcel 056A2-01-00-06100: ROUTE 240, LLC, a Virginia limited liability company By: dL /ails.-///. il. II tJ1..r;,�1 OfFit-- Date: I/ a, / 1,y L7 OWNER of Tax Map Parcel 056KO-00-00-000OA2: FOOTHILLS CROSSING, INC., a Virginia corporation By. a" �__ Date: / / -7--0 j F 11637mi e Page 4 of 8 Page 8 of 8 ICOTT/R. 0LLINS'Z Lic. No. 03579L, _ 11/11/20 '<4j to z W f 0 O z O � a J 0 o Z Lu in =J in a ZJ O O w ra Z to Z ~" of W rr W W a O W W LU 0 0 N N 0 rN W N 0 N N � 0 M M CA N Nt M t N C:) CY) N N Ld J _J 0 Q U t Y D W F— CO W O 0 N 1• Wr44 SW I I i JOB NO. 112066 SCALE N/A is SHEET NO 9