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HomeMy WebLinkAboutARB202200088 Plan - Submittal (First) 2022-10-04GENERAL NOTES OWNERS: TMPo45oo-00-0o-o26A2 TMPo45oo-00-0o-o26B3 CHARLOTTESVILLE RIO ROAD APARTMENTS LLC RIVER RIO LLC CVILLE RIO ROAD APARTMENTS t iio DRAPER ROAD, NW SUITE B 145 EDNAM DRIVE, STE ioo BLACKSBURG, VA 22o6o CHARLOTTESVILLE, VA 22903 TMP 04500-00-00-026B5 TMP 04500-00-00-026B2 CHARLOTTESVILLE RIO ROAD APARTMENTS LLC RAHIM, ABDUL W; HABIB RAHIM & SHAID RAHIM llo DRAPER ROAD, NW SUITE B 1433 MAYMONT COURT BLACKSBURG, VA 22o6o CHARLOTTESVILLE, VA 22902 TMP 04500-00-00-026134 CHARLOTTESVILLE RIO ROAD APARTMENTS LLC llo DRAPER ROAD, NW SUITE B BLACKSBURG, VA 22o6o DEVELOPER: GW REAL ESTATE PARTNERS 145 EDHAM DRIVE, SUITE ioo CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHAR LOTTESVI LLE, VA 22902 TAX MAP: TMP 04500-00-00-026A2 TMP 04500-00-00-026B5 TMP 04500-00-00-026134 TMP o4500-00-0o-o26B3 TMP o4500-00-0o-o26B4 D.B.5132,PG. 463 INST. #: 201900008048 INST. #:2020000068g5 INST.#:2o2100018641 INST. #:2o20000i6556 4.696ACRES o.697ACRES o.822ACRES 0.942ACRES 1.075ACRES ZONING: PRO (PLANNED RESIDENTIAL DEVELOPMENT) -(ZMA-2021-0oo11&SE2o21-00041). REZONING AND SPECIAL EXCEPTION REQUEST APPROVED BY THE BOS ON SEPTEMBER 7, 2022 (SEE SHEET 6 FOR APPROVAL LETTERS). NOTE: THE PROPERTY (INCLUDING ALL 5 PARCELS) STILL COMPLIES WITH THE FOLLOWING EXISTING ZONING OVERLAY DISTRICTS: AIRPORT IMPACT AREA OVERLAY DISTRICT (AIA), AREAS OF MANAGED SLOPES OVERLAY DISTRICT, AND ENTRANCE CORRIDOR OVERLAY DISTRICT (EC). TOTAL PROJECT AREA: TMPo45oo-oo-oo-o26A2 - 4.696ACRES TMPo45oo-00-00-o26B5 - o.697ACRES TMP 04500-00-00-026134 - 0.822 ACRES TMPo45oo-00-0o-o26B3 - 0.942ACRES TMPo45oo-00-0o-o26B2 - 1.o75ACRES 8.232 ACRES TOTAL PROPOSED USE: 250 MULTI -FAMILY RESIDENTIAL APARTMENT UNITS (log) ONE BEDROOM UNITS (141) TWO & THREE BEDROOM UNITS BLOCK/SECTION CLASSIFICATION: LOT 2, SECTION 2A PROPOSED DENSITY: 25o RESIDENTIAL MULTI -FAMILY UNITS WITHIN 8.232 ACRES DENSITY = 250/8.232 ACRES DENSITY = 30.37 DUA OPEN SPACE: THIS PROJECT SHALL PROVIDE A MINIMUM OF 25%OPEN SPACE COMMON OPEN SPACE AREA = 0.28 ACRES ACTIVE RECREATION AREAS = o.87 ACRES BUFFER AREAS = i.o6 ACRES OPEN SPACE REQUIRED: 25%x 8.232 ACRES = 2.o58 ACRES OPEN SPACE PROVIDED: 2.21 ACRES (26.8 %). LAND DEDICATED TO PUBLIC USE: THE PROJECT SHALL DEDICATE 0.25 ACRES OF RIGHT OF WAY TO PUBLIC USE FOR ROAD FRONTAGE IMPROVEMENTS ALONG RIO ROAD, INCLUDING A io' ASPHALT PEDESTRIAN AND BICYCLE TRAILWAY. THE to ASPHALT TRAILWAY SHALL BE CONSTRUCTED AS SHOWN ON THE SITE PLAN. BUILDING HEIGHTS: NO MINIMUM HEIGHTAND 4 STORIES MAXIMUM HEIGHT (EXCLUDING BASEMENTS) WITH A BUILDING HEIGHT NOTTO EXCEED 65 FEET. A SPECIAL EXCEPTION REQUEST (SE2021-041) HAS BEEN APPROVED FOR THE PROJECT FOR RELIEF OF THE 15' STEPBACK REQUIREMENT FOR BUILDINGS #5- #7THATARE GREATER THAN 3 STORIES OR 4o FEET IN HEIGHT. THE BUILDINGS HEIGHTS FOR BUILDINGS #2 - #4 ALONG RIO ROAD ARE RESTRICTED TO (3) THREE STORIES IN HEIGHT. BUILDINGS #144 HEIGHTS TO TOP OF ROOF = 35' +/- & HEIGHTS TO EAVE OF ROOF = 29' +/- BUILDINGS #547 HEIGHTS TO TOP OF ROOF = 45 & 55' +/- & HEIGHTS TO EAVE OF ROOF = 40' & 50' +/- SETBACKS: BUILDING SETBACKS 5' MIN & 35' MAX. FRONT YARD BUILDING SETBACK 2o' MIN. & NO MAX. SIDE YARD BUILDING SETBACK (lo' MIN. BUILDING SEPARATION) 20' MIN. & NO MAX. REAR YARD BUILDING SETBACK PARKING SETBACKS lo' MIN. FRONT YARD PARKING SETBACK G MIN. SIDE YARD PARKING SETBACK G MIN. REAR YARD PARKING SETBACK BUILDING FOOTPRINT: NO MINIMUM OR MAXIMUM BUILDING FOOTPRINTS. BUILDING FOOTPRINTS ARE SUBJECT TO COMPLIANCE WITH THE BUILDING ENVELOPES AS SHOWN ON THE APPROVED ZMA APPLICATION PLAN. LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE STREETS: CURB & GUTTER FOR PRIVATE TRAVELWAYS WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OFTHE RIVANNA RIVER- MEADOW CREEK AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY AND BOUNDARY WAS FIELD SURVEYED BY LINCOLN SURVEYING, AUGUST2021. TOPOGRAPHY AND FIELD CONDITIONS WERE VERIFIED BY COLLINS ENGINEERING, SEPTEMBER 2022. DATUM: NAVD 1988 EXISTING VEGETATION: THE SITE IS PARTIALLY WOODED WITH AN EXISTING ACCESS ROAD AND (4) EXISTING SINGLE FAMILY DETACHED HOUSES WITH DRIVEWAYS AND UTILITIES. LIGHTING: LIGHTING - ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. THE FINAL SITE PLAN INCLUDES ALIGHTING PLAN THAT COMPLIES WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: THE APARTMENT DEVELOPMENT WITHIN LOT 2 SHALL BE DEVELOPED WITHIN (1) PHASE. RECREATION: RECREATIONAL AMENITIES ARE PROPOSED WITH THE PROJECT, INCLUDING THE FOLLOWING: CLUBHOUSE/POOL/FIRE PIT/GRILL AREA/COURTYARD/TOT LOT AREA: 25,300SF DOG PARK/GRASS AREA/GRILL STATION/COURTYARD: 12,600 SF TOTAL RECREATIONAL AMENITIES PROVIDED WITH THE APARTMENT COMPLEX: 37,goo SF (o.87 ACRES) PARKING: RESIDENTIAL PARKING REQUIREMENTS: (1.5) PARKING SPACES PER EACH ONE BEDROOM UNIT= log ONE UNITS x1.5=163.5 PARKING SPACES REQUIRED (2) PARKING SPACES PER EACH TWO OR MORE BEDROOM UNIT=141 UNITS x 2 = 282 PARKING SPACES REQUIRED TOTAL NUMBER OF PARKING SPACES REQUIRED: 446 PARKING SPACES TOTAL NUMBER OF PARKING SPACES PROVIDED: 376 SPACES NOTE: A PARKING STUDY HAS BEEN ADMINISTRATIVELY APPROVED WITH THE REZONING ALLOWING FOR A MAXIMUM OF 19% PARKING REDUCTION ON THE PROPERTY, DUE TO THE AVAILABILITY OF MASS TRANSIT, MULTI -MODAL ACCESS, AND INDUSTRY APARTMENT PARKING STANDARDS. THE TOTAL PARKING REQUIRED FOR THIS DEVELOPMENT, BASED ON THE APPROVED PARKING REDUCTION REQUEST IS 375 SPACES. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OFTHIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING MANAGED SLOPES ON THIS PORTION OF THE PROPERTY AS SHOWN ON SHEET 2. THESE SLOPES SHALL BE DEVELOPED IN ACCORDANCE WITH ALBEMARLE COUNTY REGULATIONS FOR MANAGED SLOPES. FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE, PER FEMA MAP ID 51003Co28oD, DATED FEBRUARY 4, 2005. IN ADDITION, THERE ARE NO STATE OR FEDERAL DAM BREACH INUNDATION ZONES LOCATED ON THE PROPERTY. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING, DRAINAGE & UTILITY PLAN SHEET FOR THE PROPOSED RETAINING WALL DESIGNS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREET TREES, STREETSCAPE LANDSCAPING, AND BUFFER LANDSCAPING ARE PROPOSED WITH THE DEVELOPMENT, AS SHOWN ON THE SITE PLAN. WITHIN THE SHOWN LANDSCAPING BUFFER AREAS, THE DEVELOPER WILL EITHER RETAIN THE EXISTING NATRUAL UNDISTURBED VEGETATION AND/OR PLANTA MIX OF DECIDUOUS AND EVERGREEN TREES AND SHRUBS LOCALLY NATIVE TO VIRGINIA. ALL PLANTINGS WILL CONFORM TO CURRENT ANSI STANDARDS FOR NURSERY STOCK. INSTALLATION AND MAINTENANCE OF THE LANDSCAPE BUFFERS WILL BE THE RESPONSIBILITY OF THE DEVELOPER, AND THE APPROPRIATE EASEMENTS AND MAINTENANCE AGREEMENTS SHALL BE RECORDED DURING THE SITE PLAN PROCESS. GRADING SHALL BE ALLOWED WITHIN THE BUFFER AREAS AND UTILITIES AND RETAINING WALLS MAY BE INSTALLED WITHIN THE BUFFER AREAS. LANDSCAPING SHALL BE SUBJECT TO THE REVIEW AND APPROVAL FROM THE ARCHITECTURAL REVIEW BOARD DURING THE SITE PLAN PROCESS. BUFFERS SHALL MEET THE STANDARDS SET IN SECTION 32.7.9.7. TRASH SERVICE: ATRASH COMPACTOR IS INCLUDEDWITHIN THE DEVELOPMENT PLAN TO SERVICETHE APARTMENT COMPLEX. UTILITIES: WATER AND SEWER IS PROVIDED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. IMPERVIOUS AREAS/LAND AREAS: TRAVELWAYS/PARKING/TRASH/MAINT.:129,900SF(2.g8ACRES) - (36%) SIDEWALKS: 2o,65o SF (0-47 ACRES) - (6%) BUILDINGS: 78,300 SF(1.8o ACRES)- (22%) RECREATIONAL AREA: 37,900 SF (0.87 ACRES) - (lo%) BUFFER/LANDSCAPING/OPEN SPACE: 250,574SF(2.11ACRES) - (26%) TOTAL: 8.232 AC PAVED PARKING AND VEHICULAR CIRCULATION AREA: 12g,goo SF INITIAL SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA AFFORDABLE HOUSING: FIFTEEN PERCENT (15%) OF THE CONSTRUCTED UNITS SHALL BE AFFORDABLE TO HOUSEHOLDS MAKING UP TO 8o%OF THE AREA MEDIAN INCOME FOR A PERIOD OFTEN (1o) YEARS. "AFFORDABLE" MEANS THAT THE RENTAL RATE MAY NOT EXCEED 30%OF 8o%OF THE AREA MEDIAN INCOME ("AMI"), AS LISTED AND ANNUALLY UPDATED ON THE VIRGINIA HOUSING (FORMERLY VHDA) WEBSITE, BASED ON HOUSEHOLD SIZE, LESS ESTIMATED UTILITY COSTS AS DEFINED BY VIRGINIA HOUSING FOR THE HOUSING CHOICE VOUCHER PROGRAM. AMI AND UTILITY ALLOWANCE SCHEDULES AVAILABLE AT WWW.VHDA.COM. TOTAL NUMBER OF UNITS = 25o APARTMENT UNITS TOTAL AFFORDABLE UNITS TO BE PROVIDED WITH THE PROJECT = 250 UNITS x 15%= 38 UNITS STORMWATER MANAGEMENT: THE SITE DEVELOPMENT SHALL COMPLY WITH DEQ AND ALBEMARLE COUNTY REQUIREMENTS FOR WATER PROTECTION, INCLUDING WATER QUALITY AND WATER QUANTITY REQUIREMENTS. A SWM PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN FOR LAND DISTURBANCE. WATER QUALITY AND WATER QUANTITY PRACTICES TO MEET STATE REQUIREMENTS MAY INCLUDE A NUMBER OF BMP PRACTICES, SUCH AS WATER QUALITY SWALES, PERVIOUS PAVERS, UNDERGROUND DETENTION, RAIN GARDENS, WATER HARVESTING, NUTRIENT CREDITS, ETC. NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA=13,88o SF TOTAL AREAS OF OTHER FLOORS = 27,76o SF TOTAL BUILDING AREA: 41,640 SF REQUIRED ISO FIRE FLOW =3,50o SF NEEDED FIRE FLOW (5o%REDUCTION FOR AUTOMATIC SPRINKLERS)= 2,750 AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG RIO ROAD 2,296 GPM AT78 PSI. BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.i-og AND THE 2oi5 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 2985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-38SO x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. r �SCOTT7R. CDLLINSZ SITE 4 °r U Lc No No. 035791 , GREEN ii ELOE - .. 0 10/03/22w� Oly L E��'1 Townwooa Birmm Wood - , VICINITY MAP SCALE: 1" = 2000' Ramtr. Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 SITE PLAN 4 GRADING, DRAINAGE, & UTILITY PLAN 5 NOTES & DETAILS 6 PAVEMENT DESIGN & DETAILS 6 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXIS77NG VEGETATIVE/ 0 LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET ED Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN 61 PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIREC77NG TRAFFIC) zoo EXIS77NG CONTOUR zoo PROPOSED CONTOUR 506.71 Tc 506.21 EP PROPOSED SPOT ELEVA77ON TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 Tw 506.21'w PROPOSED SPOT ELEVA77ON 7W DENOTES TOP OF WALL BW DEN07ES BOTTOM OF WALL - PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS 0 PROPOSED CONCRETE �-° PROPOSED & EXIS77NG GUARDRAIL PROPOSED FENCE Oo OO Qo OO 100 1R. FLOODPLAIN NOTES: 1. ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE OR PRIVATE USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MAN loTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 252 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 1,844 ADT (922 ENTER/ 922 EXIT) AM PEAK RATE - 0.46 VPD PER DU = 116 VPD (26 ENTER/ go EXIT) PM PEAK RATE - o.56 VPD PER DU =142 VPD (go ENTER/ 52 EXIT) APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT z rL ,,ww Vl Er Z " In LUz O 0 rrHA v) Vl LU ff rowA Ul z J J 0 U r ti N C`') 1 N C:) Cn (N N Q LU J J U) LU F" 0 Q U 1 w LU LU U) LU fQ V N z a LU H� UO I -I LU M 0 LL oo ,.0 LL LU H1 U LU 0 U w J F- H w w 2 JOB NO. 202202 SCALE 1 ii=80i SHEET NO. 1 — — _ - ---- _ NV IN 546�0/ R P DAB ' 17- 211E l—P l 1N}i5 RZ P� / \ E�rn� — — _ @ F�s3 �a' ^j,TH 0�' i - V IN= 549?93 RHO ia0 - INV IN= 550.12' (E) 15" RCP -------__ A ----- p �I VARIABLE WIDTH I£ ROU FEW 3 / — — / — ---- — -- -- — �I ?�a+I _ 1 — - , I z --- — — is No 0357 v — TO CHMARK O . _--- - — P STR 553 80' L 1 9 i-542.74' 15"RC.63"P I / --- --- - l 2 \ ,ll�tTbUT= 542.56' 15" RGP % EX. 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VIRGGINIA POWER ? / F2- b3�.-1�' - _ _ EX. S7VV, CUREV N57° �c -D.B. MO E A 3 31 - AND DRIVEVj!AY ' 1 QO:T�, "- ,• . WAL p ' / 3 P = • d ,w 4" M I i PERMANENT DRAINAGE F ENTRANCES T G p PER C=34.62' ENT _ zs APL -- -SE REMOVEtS - P� / ,. WALK q " MAIPLEI Q i D.B. 4 PG. 512 / / CB=N79°5 03" v�i DRAINAGE I I IN ME , SEMENT ` N57`0 - RAP - - D . 4" PI E DE �' Z /y8 93 -" G S MEND 5C501 #463 (T�BIEVACATED) _N ARIA LE WIDTH (TO VACATED) = 1°54 9" o F " i / SE 1a \ L� LTA --- _ UGP� \pV\'C� 'rasl p2• - \ i STORY BRICK "-/i CHERRY / E w a J I ACSA WATER LINE C Z P w BASEMENT \ c �Y I N w EASEMENT / n / W D RO\; EX. ALBEMARLE I al B. 1670 PG. 521 jI"YI PIN �"� off UGP� oN / coNc ssORM- \ SLOOPES(UNTY TYP.)GLU ED 6'\NE ~ �I I V/ EX, P EX. STORM I / ® \ �� I w / 6" PINE ` - '' \ ASPHALT wAaK \ ® EXISTING HO E, \ \ -- PIPE & i' x /EX. STORM H 2 Q / PIPE& / "PINE oHPP AAP TO U: IES TO BE �� ` BE REMOVED \ /--w—// (. ;• NP / ,a95/" UG ---BRICK A�� - \ 1 STORY BRICK SORM \ 2 SSORM DRIVE DRIVE & RIPRAP TO BE REMOV 24" PYNE PI "PINE h�'�� W < REMOVED R ASPHALT C #455 \ BE REMOVED O O \ \ \ / 2 "PINE 24 PINE = \\ SIR 42 PIN / _ A v - ce WALK W/ BASEMENT iUGP ASPH LT o ° $ IN PINE / � 1-- EX. UTILITIES I i � CoNIC. DR[ - \ oy 6• V C TMP 45-26B5 ��\ THROUGH SITE TO �! � 8" PI E W LK v�, c ,,.,�. E �00 LOT 5 �5. o�P P v \ EXISTING HOUSE, \ BE RELOCATED / --- 6 STORM IRIVEWAY, & \ 0.697 AC. o/ "^C, / NE °PINE TMP 45-26 / \ 20 ��. Q 505 RIO ROAD WEST LLC X cv sTR UTILITIES TO BE wooD \ _ 6" W OAK CONIC. p 6 SHED r ' D.B. 5549 P. 723 s AC 1 STbRYSBRICK a REMOVED -\ �� i 24/ H.W.P.B. XIII P.46 47 PLAT/ A \ w/ BASEMENT \ 32 DEC. 30 A� / ��` D.B. 1112 P. 499 PLAT/ N \ _ \ TMP 45-2664 I V " PINE / / D.B. 455 P. 285 PLAT/ o \ , / \ / > \ 36 DEC. w N \ a w/ BASEMENT WOOD - CpwooD zp / SOT 4 \ �° ------ / I / EX. TRAVELWAY TO IT I PINE ¢ m 435 OIL CAP J a/ p / I I 1 ST RY BRICK OIL CAP 0.822 AC. lP_ - n / p o AC ' FENCE DECK o \ r ¢ RECONSTRUCTED / PI � WITH N E PROPOSED s LD �� DEVELOPMENT / o A s / EX. TREES TO BEi�� 2 iPINE / ' wood A Tfd/1P�5-2665 i i "PIN l EXISTING HOUSE, A CHARLOTTESVILLE Rd0 „ REMOVED (TYPJ �/ CO DRIVEWAY, & 227 SHED \ ROADAPA$TMENTS, LLC / P E WELL D.B. 519 B. P. 794 / g, X — - HOUSE UTILITIES TO BE/ �2%� � � / � � H.W.P.B. XIII P. 18 PLAT V � � i / � �� J EXISTING HOUSE, � � REMOVED / D.B. 339 P. 551 PLAT ( / �4 PI C = / UTILITY D.B. 1817 P. 653 CTC OF VA _ / DRIVEWAY,& POLE T�(yIP45-2684 \ � h O UTILITIES TO BE UP \ - w000 \� CH 1iLOTTESVILLE RIO D.B. 1646 P. 265 VEPCO / i'1'`t' �� `s / 3 6 " PI E SHED \ R AD APARTMENTS LLC \ D.B. 1627 P. 698 COMM OF VA " REMOVED w000 \ D.B. 1627 P. 472 GAS j IN �� 3 PI SHED D.B. 530 P. 535 ��CCC ` c O � TM# 45-26A1 0 j TMP 45-26B2 - H.W.PB. XIII P. 22PLAT D.B. 747 P. 530 CTC OF VA v �Q p ; D.B. 339 P. 551PLAT D.B. 1 P. 259 v h� � � "0 O EJM GARDEN, LLC/ C7 LOT 2 D.B. 1817 P. 683 CtC OF VA / B.33333339 P. 548 \ - Z� ' O /¢' 1 " I N E CO / D.B. 2717 PG 146 1.075 AC. A D.B. 1646 P. 261 VEPCO DB 3 P. 2 5P. 542V PCO \ 2 14E 441 ��ro �� Q Q / D.B. 77 P. 3¢ PLAT N Z / sRo A A D.P 1627 P. 707 COMM OF V / Q ; 0 �/ 4 N E Q H.W. B. XI P. 13-14 PLAT D.B. 1C>27 P. 460 GAS Q M 2 Q � % c % Q D.B. 747 P. 532 CTC OF IA \ BP CO / / / M J TMP 45-26133 i D.B.460 P. 644 WATERUN / / ' APPROX. LOC. / Q� o / / 18" PINE LOT 3 / D6.341 P. 259 % / w 20 WATERLINE 4v h G¢/ / % o.942 AC. �� D.B.278 R 339,-P.,4YVT&T EASEMENT Z " / ° / �" PIN / \ Q, EX. ALBEMARLE (� P.B.273 P. 215 VEPCO D.B. 976 PG. 484 P /�`\ W \ A COUNTY MANAGED i S DEC. 11 16' PI Q SLOPES (TYP.) " �; /�� / 6 PINE Cy) H EX: LOT LINES To �tii�o� INc v �0'yo/ G 4�� PIN N (n v� / Q ' / �E VACATED (TYP.) i0 i/ Q co \ c,-�- / P RTION O / O A,- i' / / i o?F'1 / w > Q �//� APPROX. LOC. i o „ CONCRETE /6� Va' EXISTING STRE1 �'�'� ! `, 55' PRIVATE ACCESS / / ;' / 6 NE 36' PINE ~ GARAGE 6 L ON�T-HE PROPERTY V Q W -- —� TO BER�MOVED EASEMENT / Z,� / D.B. 3678 PG. 659 / 30 DEC. 16 PINE / RIGHTACROSS 60' RW INGRESS/EGRESS J z (1) ETA � � � h i � � P �j2GA2 �/ —; � / / n n ,i ryPo SHE � % � 4.696AC. 5 //�� 3 PI D.B.455 PG. 282 % r-I Z \ q RL TTESVILLE RIO 5 DOGW �P ,' /°� � FOR TMP 45-26A2 U) TMP 45,-26B2 \ - �, �� PF AD PARTMENTS, LLC ' / z 0 ABDULW. RAHII j ' / D . 5132 P. 463 / ,� / EX. ALBEMARLE LLI r HABIB RAHI / /` ' % EX. ALBEMARLE / H.W .B. XIII P. 46-47 PLAT, / j COUNTY MANAGED & HAID RA A '/ D 1112., 499 PLAT S SLOPES (TYP.) / 5�,, COUNTY MANAGED / Q , DB. 5427 390 ,�?i SLOPES TYP. F / J B. 455 P. PLAT v , //, z TMP 45-26B1 HI .B. P. 24 PLAT / , ( ) p� D.B 3678 P. 659 EASEMENTS 6 DEC. AMMARALSHAIKHLIi D.B. 339P.551�LAT / \ '� ° D.B. 976P.484AC A '' 2 L9 J w z D.B. 5422 P. 645 D.B. 1817 689 CTC OF VA V i ,' \ ��O �4r D.B 1112 P. 499 SIGHT:EASEMENT/ //4� " PI N C E / 0 D_ B.J646 P. 286 VEPCO i L Q" Q � U H.W.P.B. XIII P. 26 PLAT �i / \ D.B. 1ff67 P. 216GAS Q / D. 627 P. 713 COMM OF VA m O D.B. 1670 P. 521 ACSA v �i / D.B. 339 P. 551 PLAT e'ti D.B. 16 1 P. 466 GAS TMP 45 26B3 i D.B. 1690 P. 25 VEPCO , �' O (� y� ti" \ / i RIVER RIO LLC \ / /� U LOT 1 D.B. 4l 2 P. 282 VT&T / h D.B. 563TP. 204 �/ D.B. 1817 P. 641 CTC OF yA cA D.B. 460/P. 664 WATERLINE/ � i � � F, D.B. 747 P. 520 CTC OF VA D.B. 604 P. 329 v / w �--� v D.B. 460 P. 660 WATERLINE / i l / CP / \ p I I H.W.P.B. XIII P. 33 PLAT \ / Q / / PINE / TMP 04500 00 00-026A6 i / T / 8 / b.B.455P. 63 / D.B. 78 P. 54 &T \ I D.B. 339 P. 51 PLAT b.B. 109 P. 163 i / �` / Y / / �l"l OAKLEIGH LOFTS LLC X it D.B. 1 17 P. 64 CTC OF VA \ D.B. 278 P. 542 VT&T „ / D.B. 73 P. 2 VEPCO,%- D.B. ]637 P. 179 COMM OF VA �, n P. 215 VEPCO i' /,' PI E D.B. 5051 PG. 627 LLB O D.B. 273 D.B. 1627 P. 48GA3 O / , MAPLE / w D.B. 492 P. 282 VT&T �S - D.B. 460 P. 668 WATERLINE P 5 VF / /i / L D.B. 330 P. 548 O /i OAK D, . 278 P. 542 VT&T ` � / D. 273 P. 25 VEPCO Q i' 36" OAK C. / / W ul � / TMP 45-26 \ 505 RIO ROAD WEST LLC DOGWO D / /Lu / / \ D.B. 5549 P. 723 /' „ 6 OAK V z O / \ H.W.P.B. XIII P.46-47PLAT �/j N ��� OAK �32"XLE / i I --I GRAPHIC SCALE,i / DC D B. 455 P. 85 PLAT �3q SA2 � � /� � '1 32' OAK �/ / / 30 o s ao/ so �D OGWO D Lu 6�� �� �� � / N FEET LLI INE DOGWOOD I --I inch = 30 ft� � / J Q j TMP 04500-96-00-026A9 GENERAL NOTES: OAKLEIGH ALBEMARLE LLC 1. A 100-YR FLOODPLAIN DOES NOT EXIST ON THE SUBJECT PARCEL C:)O D.B. 5254 PG. 17 PER FEMA FLOODPLAIN MAP # 51003CO280D. NO FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. 2. A STREAM BUFFER DOES NOT EXISTS ON THE SUBJECT PROPERTY. 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL uJ INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF u p W i� UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, u AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE w vF / CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION i AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY co / I 36" DEC. / / SEWER, STORM SEWER, AND WATER -SERVICE PIPING; JOB No. RVF UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE 202202 CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED �LSA F TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SCALE SERVING THE PROJECT SITE. ❑— , / J \ 6" SPRY JCE / / 4. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED 1 —30 \ I IF PLANS AND MAY NOT MATCH THE CURRENT, EXISTING \ / TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY SHEET NO. i PF w� / / UNDER CONSTRUCTION. 2 L / ------------_ U7 - - lF1HKLV I I tbVILLt IN[ ­ NOTE: VISIBILITY OF ALL MECHANICAL NOTE: A KNOX BOX WILL BE REQUIRED ON EACH NOTE: WALLS WITH HEIGHT OR GREATER SHALL OWE , GW OLYN INTERSECTION TION(WOOD / - REQUIRE HANDRAILS. SEE DETAIL, SHEET 21. H & JUDY D INTERSECTION (WOODBURN EQUIPMENT FROM THE ENTRANCE BUILDING. THE LOCATION OF THE KNOX BOX CAN BE --- 850 - j HooF� & RIO ROAD WEST ------ _ _ TMP - - - RO - ----------- CORRIDOR SHALL BE ELIMINATED. COORDINATED WITH THE FIRE MARSHAL'S OFFI E. 45-z5H � � � � III-- �� AD V�/EST _ BUILDING #3IS LOCATED ON THE SHALL WORKSHEETS WENDALLHOWELL - -+U1, VARIABLE ROUTE 631 MECHANICAL EQUIPMENT FOR \ i WIDTH PUBLIC RIGHT OF OSCOTT R. LLINSZ WENDA GWEN H & J 28+ - ROOF AND SHALL BE SCREENED FROM T a _ i VDo-TSTD -WP-z WAYS - INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING - O " _ MILL/OVERLAY __ U Lic. No. 035791 � THE ENTRANCE CORRIDOR. / y_i SECTION FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS B OP WITH � �= o OM \LATER _ - - - -_ � ,A ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE n _--480' -ROM $ECTt - & GRASS (P) STREET VDOT STD. _ I ----- __ - -- - - .n 10/03/22 w BUS SHELTER &BENCH. INI - CG-12 (TYP. (P) VDOT --- o�v PROPER ELEVATIONS FOR CONSTRUCTION. 1 == TO PLANTING STRIP SIGN ) R1-1 STOP SIGN- ---- 131 �S G1 z DRAINAGE AND PR SHELTER TO BE COORDINATED _ +4p _ S SI WITH CAT AND THE COUNTY_ _ PNGE R ----- EX. 'BIKE LANE II - - VDOT DEDICATION - ---__ -0---- ZONAL E w pP AND WILL MEET CAT DESIGN ____ -AREA (FOB -PEDESTRIAN z TMP 45-25B / STANDARDS i i AQO - = rjY y R --_______ PATHWAY) 0.25 ACRES 6' GRASS w \ GAONA, JOSE / _ _ - - ------�- --- PLANTING STRIP-- N ELPIDIA GAONA ISTAN E TO NEAREST i - - _ _ EX. - _ z - _ - _ us SIGN 4' BIKE LANE -- V) 1NTERSECTION (F-OUR -`PNE - _ - - - - - - - - ,c I: 16N IGHT DISTANCE R o I SEASONS DRIVE & RIO i 1 _ / 8IK - - - - cJ / -ROAD WEST) =1025 ��CD3 y E� - ------------------�--L _ 'NO PA G' -R�V \ or - - - - - - - - S?REETSIaN - rt - - I! SIGNfyp.l csw o a9P OHEPOWER \ 1 -'- - ---- - sssi A� Pie - _ TMI TSTD. WP-2 / / R�O R�EYv 1N p1��415' SIGHT DISTANCE ° EASEMENT ----- \ - - - - - - - - - - ' , i i I - C •• r / Z 1 BTMP45�5D = i VPR\Pg_ _ (35 Pp ------ / / /------1P)ROW---------- 0 0 MILL/OVERLAY" - - - - - - - ICKE MARYC i - 66 ---- ----- ' (P)VDOT STD " _ R141 STOP SIGN _ _ - - 10'_12, __ w / VDOT STD. PROPOSED 10' ASPHALT 8' 10, 4 - (P) STREET �, R = / - - PEDESTRIAN & BICYCLE LANDSCAPE LANDSCAPE O 00 NE G-12( PJ 3, LAND / --- a m - SIGN 3 PATHWAY ALONG RIO ROAD BUFFER (MIN.) I BUFFER - x ----VDOTDEDICATION ,R �� I F (MIN.) -----i a O x LOCATION FRAMP TO THE ATHWAY)P0. 5SACIR S EX:ae\KE`P / - - - 10'-12' BUILDING #3 j ER(P) ADA HA D. 3,R OO L�J z / - LANDSCAP 3 STORY I PARKING GN - w O r SHARED -USE PATHWAY ' rn I•. LU BUFFER (MIN.) PAVERS PERVIOUS 24 UNITS TOTAL FROM THEROADWAY _- - , ��'' - FFE 547.33 I I % ' (P) ASPHALT 10'-12' 3'R '0 I BUILDING #4 r PARKING LOT - LANDSCAPE LOCATION OF RAMP O Oz f r -VAR. WIDTH PARKING LOT p 3 4 SPLIT / o- FOR ACCESS TO THE m 3 ER LO O JI NSPP Me LANDSCAPE 1- I I I 28UNITSTOTAL / SHARED -USE N L o - SjVR ,, r•• 2 R PATHWAY FROM w FUTURE LOCATION OF INTERPARCEL VEHICULAR ROAD CONNECTION TO TMP 45-26B1 (30' WIDE ACCESS EASEM UPON DEMAND OF THE COUNTY 2p0 R\GN ,. vi SIGN AR - / -BUILDING #2 BUFFER (10' P 6MCONC. 7 PARKING SIGN i IN)O FFE=561.67 I 3 R THE EX. SIDEWALK g o - (TYP.) 2' CO111 O F BSMT=551.6� m 3' 1�1 a 3 STORY O RIBBON i35' x " 24 UNITS TOTAL SIDEWALK I P V�OT ,� g 24 °. FFE=543.00 R 3' •.. 'NO PARKING' ;I I ��Qv /opt 10 STD. 3-2 W R E --- ) NI / O h F N SIGN (TYP. d ' oI I =fi � ° P ADA HAND. SIGN (TYP) G P O y L, 15 JQ /,ti h `0 PARKING SIGN 2 aN 'NO PARKING' ti� . (P) VDOT (P) - BI I / � 18 U� <o Q� Q�°JQS / o PROPOSED 10' ASPHALT P SIGN (TYP) 15 3'R STD. CG-2 RA KS ( P.) ti5 I NO PARKING' �0Q ��OOR Qpti�y / 6 S 5E18PCK PEDESTRIAN & BICYCLE y� m _ _ - - z53R SS' PRIVATE SIGN (TYP) yq Q �yyao•tiI Q. / M.FROPI PATHWAY ALONG RIO ROAD 413'R (P O - -- - ------ACCESS EASEMENT (P) VDOT D 35 y O STD. CG-6 --i 25R TRAVELWAY"B" R1-1 STC SIGN O R ��O QJ \ P AS HAL I P 3 BIKE 3' 'r • �• 'NO PARKING' Z 'W iPARKING LOT 3 R D8. 976, PG. 484 2' JO �O�C / N o BUILDING #1 - / RACKS (TYP.) g �Q N 3 STORY SIGN (TYP.) (P) VDOT STD y u- . ' d 4 w (P) 6' CONC. - - - - -1 S OP SIGN °R r A r N VAR. WIDTH 24 UNITS TOTAL J- R o° ¢ ' LANDSCAPE FFE=542.67 SIDEWALK 2s 3'R 3 R ® 3" i 3 / BUFFER 'LANDSCAPED o 0 0 N 9 R 3' R ® 3. R / C� BUFFER (14'-18' MIN.) o RjVE a: g "1 o° r r / 1. / / TM# 45-26 �' ti° EN j \XVIN = ti ! / EJM GARDEN -PRZVP 3'R 18 LOT 3 R / / D.B. 2717 PG a, (P) ADA HAND. ,y$ ' • 6 ., D.6.477 P.38 - -• � 6 � 7 J •/� l / (R) VDOT � 3'R Z H.W.P.B. XI P. 1 0 'NO PARKIN y5R 3'R S . CG-2 /� / 01 PARKING SIGN . • (P)ADAHAND. (P) VDOT •, KIN � N STD. CG-2- \ \ ,,h SIGN (TYP. / 3'R / O C)05 / (P) 6' CONC. % / IQ y� SIDEWALK �� 8 VDOT 3 R COURTYARD &' Q / // CD J cM •20 STD. CG-6 FIR PIT AREA` / a / O (P) ASPHALT �' 13 RACKS (TYP.) , // ^b / 11 'CO � / Cy) o R X� ^""'NG LOT O 6, (P) ADA HAND. / by m 5'R / \ Z Q s 3' N PARKING SIGN / 2T R M J CLUBHOUSE N 31R - 6,400 SF BLDG 23 �/ / 6 , 13 3 R FFE=540.67 / ���/ 6 \ / / w a BUILDING #6 / (P) ADA HAND. / \01 N > (P) 6' CONC. 4/5 SPLIT Off/ / / PARKING SIGN PROPERTY O � o TG�2' \ SIDEWALK ' / BOUNDARY Cy) 1--1 SD. C0 54 UNITS TOTAL W N (f / �2R / FFE=553.33 2' RASS 3'R $' BSMT=543.67 n/ COMPREHENSIVE PLAN- / J 10 OVERHANG 9 \ / / LAND USE DESIGNATION Q \ 3'R. 15 J ,� / // / i °- AREA > o (P}0 12 3 R LLJ c \ /TYPE B (P) VDOT ADA RAMP F) STD. CG-6 \ \ 10 / i� / i� / P F1 0 POOL / / �Q Q GRAPHIC SCALE > R 1 o Q U) $ ACC SIBLE / / // // ayQg�4 why / 30 o u 3o ba Lu a (P) - 3 BIKE 2 UTE TO / / zc C�` V 'o RACKS (TYP.) y8 )UMPSTER (P) 5' CONC. / BUILDING #5 O cnone 7nmmmmi (P) ADA HAND. SIDEWALK // / // 3/4 SPLIT 0 \\�a 1�p / / 0 z Z `o TMP 45-26B1 ? PARKING SIGN (P)TRASH 3'R / 42 UNITS TOTAL (; ( IN FEET) J J o N '� / QP �O' 1 inch = 30 ft. w 3 AMMARALSHAIKHLI COMPACTOR / / FFE=563.33 D.B. 5422 P. 645 °m BUILDING #7 BRICK a / BSMT=553.67 o\`Q� / Q Lu H.W.P.B. XIII P. 26 PLAT U 5'R ENCLOSURE o / W/ 12'x14' r / �r u m� 4/5 SPLIT � / ° (P) 5' CONIC. � � , D.B. 339 P. 551 PLAT F- 36 UNITS TOTAL / CONC. APRON / / / (� LOT 1 FFE=538.67 3`R / �s/, / // SIDEWALK URTYARD V BSMT=528.67 ' Q v / 5'R (P)T ® // /� RILL AREA ry 3'R / / STD. CG--6., g / /7�mP (P) 10' LANDSCAPED TMP 04500 00-00-026A6 Y q / /0 BUFFER OAKLEIGH LOFTS LLC /.� / D.B. 5051 PG. 627 Lu ° sl�/O? / NOTE: E (P) 6' CONC. i. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED OPARKIN f / /� AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTIONAND SHALLNOTIFY V J o SIDEWALK �() O / / ��T SI TYP. 5 // / / ,9O ENGINEER OF ANY DISCREPANCIES. O (P)VDOT STD 2. 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, AND ROAD CONNECTIONS, AND SHALL z 9 3R P VDO TD/ �` 7 / R1-1 STOP SIGN / NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. L.F- 11 / TMP 45-26 O j ✓ s O W i REPRESENTS ONE PROPOSED PARKING SPACE. w 505 RIO ROAD WEST LLC 1-1 STOP y. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN13'-6". W Z (P) 10' LANDSCAPED 14 N ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 8 000 LES. O QR D.B. 5549 P. 723 ! / O / / 6. CONTRACTOR SHALL ENSURE ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING � H w BUFFER I H.W.P.B. XIII P. 46-47 PLAT ti �. PROPERTY D.B. 1112 P. 499 PLAT ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES '^ j i / THROUGHOUT CONSTRUCTION AND UPON COMPLETION OFTHE PROJECTTO THE FULLEST VJ LL z / BOUNDARY D.B. 455 P. 285 PLAT N 3 R / (P) 6' CONC. DOG EXTENT POSSIBLE. J ASPHALT P 10' LANDSCAPED SIDEWALK 3R p / ( ) PARK / 7. SEE SHEET COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. w O BUFFER A J - 8. CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSIONTHE FACEOFCURB. 6 lPARKING LOT 1 \/ 13 y. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE � w J o (P) VDOT ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE J 3'R. / D. CG-2 / CORRIDOR. .'- CONSTRUCTION FIRE PREVENTION NOTES: ( to PERMIT.ALL AWAL S EXCEEDING 4 FEET IN HEIGHT INING WALLS GREATER THAN 3 FEET I REQUIRE REQUIREN HEIGHT MPED ENGIINE ENGINEERED FOR > o ING 2' GRASS �,� Qi I / ASPHALT 1 y ; / > n OVERHANG �5i 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE I r / PARKI LOT / THE WALLS SYSTEM. Q / n k.Py SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA ii. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVEAN ASBESTOS SURVEY � Il `! v "u., O� tJ (P) VDOT STATEWIDE FIRE PREVENTION CODE. LOCATION OF EXISTING f. (P)VD TMP 04500-00-00-026A9 PERFORMED IN ORDER TO APPLY FORADEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS N r; (P -213 E ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND / INTERPARCEL VEHICULAR a STD. CG-6 / OAKLEIGH ALBEMARLE LLC O STD. CG-6 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING 13 RACK TYP PERMITS FOR DEMOLITION PROJECTS. \ O Toy MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. ROAD CONNECTION TO j r ( D.B. 5254 PG. 17 12. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT COMPLEX. m \ y 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE TMP45-26 i \ / NO PUBLICAGENCY, INCLUDING VDOTAND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE 0 I PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF I I / FOR MAINTAINING THE TRAVELWAYS WITHIN THE APARTMENT COMPLEX. 13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATEDTO PUBLIC USE AND R TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR I' j ro 0' \, FUTURE LOCATION OF INTERP RCEL VEHICULAR ROAD THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO w o 3 / 2'GRASS OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS MAYBE VIA PERMANENT OR i; MN CONNECTION TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE \ TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER I I �R UTILITY AND NO EASEMENTS ARE REQUIRED. .� O OVERHANG CONDITIONS. I I 2' GRASS q� TMP 45 26 14. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL Fp (30' WIDE ACCESS EASEMENT) BE PROVIDED BYTHE CIVIL ENGINEER DURING CONSTRUCTION. w H E 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET OVERHANG / z. THE TRASH COMPACTOR AREA SHALLALSO INCLUDEA RECYCLING BIN FOR THE APARTMENT w O UPON DEMAND OF THEE COUNTY s O 0 \ DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. I I I - �� � 7 COMPLEX. o S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS j I / 16. SEE SHEET 5 FOR DESIGN OFTHE CONCRETE STEPS AND RAMPS. I / JOB NO. m / (P) 10' LANDSCAPED SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. VDOT NOTES: o BUFFER 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY z. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO 202202 u \ AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. PROTECTTHE ROADWAY FROM FLOODING OR DAMAGE. ° 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT / z.AMOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON o \ EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN P 10'LANDSCAPED EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BYVDOT. CURRENTLY, THE EXISTING ROADWAY SCALE (P) / INTERSECTIONS FOR THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN c EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCH AS WHERE 1 °=30' BUFFER ACCEPTEDBYVDOT. NO MOT PLAN IS REQUIRED AT THIS TIME FOR THE IMPROVEMENTS AT THE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA / ENTRANCES. STATEWIDE FIRE CODE. 3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA ACCESSIBLE ROUTE ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS SHEET NO. n / STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE / REQUIRED ON THETMP SUBMITTAL. m THROUGH THE SITE s MARSHAL'S OFFICE. / 3 r =550.45' CURB IN VTI V — / _ INV IN= 54785' 6- CPP� — / / � pyTH 0 IN INV IN= 54 . FL= 58 0' IppROAD --- _ _ S RCP - - - INV IN= 550.12'(E) "RCP - RHO WEST- _ o ROUTE 63 _ CP -VARIABLE WIDTH -PUB 1 LI£RIGHTOFI�/A, OSCOTT R. LLINSZ / ?8+ R - �� 0 — _ Lic. No. 035791 2.74' 15"RCP 00 _ ----w- v�o� 10/03/2244 OUT=542.56'15"RCP 1 6,, _ - -- _---w----- ----w------w-----w-- — - �Se OATAL E��l z w d = - �SS N F _ Z - _ _ ASEM � li v � I�"s op• I W � a \ R V O vJP - _----- TSlaN csw o `^NCO �5 F-- ,' __,-- - - -- s� caa� .. •- i EL= 3 wV PVg�\ \ ¢ --- i ---- I - J D63..... T sss.a z R�OR�AW\ j35MPNi _- GAS % IGNE SE E I { /i----- 0 0 BLEWID - --- - / POWER - ----- w / '�� - - - - EASEMENT 'z co / ,- -� / � x S �- ' - �-B 169,0 PG. 25 I �71.31- / I i - - - _ 0 N --- I U z I V/ hLU as _ �\� m�. -w U \t\� �� °i rv� I• I - , i i -- w' i■ - Di 3 I I w Ln O � l Lu I < 0 � z Ii TMP 45 26 0 505 DI B. 55549 P. 723 O ROAD WEST LLC / � I _ W w H.W.P.B. XIII P 46 47 PLAT • � � ' ` - � 1 D.B. 1112 P 499 PLAT / N o �<w D.B. 455 P. 285 PLAT N Nf w� o E TM# 45 26A1 cM .'- � //'_ ��h /, / - �i� O EJM GARDEN, LLC/ C'7 - j / D.B. 2717 PGA- 46 Cif v / D.B. 4B. P.. 1 PLAT (V o s ---- � � � � � \� � ,. � a� �• � I Q ,Q�ro " / � - / � Q � H.W. .B. XI P. 13-14 PLAT � o M Q o X.TI EE LOLL C. / 3 o �3B � � �•-� � � �� .• i � � AS MENT�E `� � /�/ � �/� � / a: Lu �' -536 I �� APP /LO �i / �� � m 5' RIVATE / a a _ BEA678 659 I— / r • '' � i � /� / RIGHT OF INGRESS/EGRESS � ACROSS 60 ROW Z /--I ° �.i�•. ;y. vv �� � // / /� � D.B.D6455PG.282 � � ' FOR TMP 45-26A2 � o Lu U o o z TMP 45-26B1 / // / i' J LU LU AMMAR ALSHAIKHLV i �� / / O i / i � D.B. 5422 P. 645 / �� �� /i� / Q H.W.P.B. XIII P. 2 PL T i Q 6 A v D.B. 339 P. 551 PLATLOT I / U / / � / I Q Q TMP 04500-00-00-026A6 Y 0- C OAKLEIGH LOFTS LLC Q D.B. 5051 PG. 627 / Lu ° ul 0 < 0 TMP 45-26 �W r / L u w / 505 RIO ROAD WEST LLC �� LU O z " D.B. 5549 P. 723 S °' \ / � / 28 H.W.P.B. XIII P.46-47PLAT � �� j � � � � H w D.B. 1112 P. 499 PLAT �, �� / / / � z D.B. 455 P. 285 PLAT 1 / 0 Lu o o _li Q Ua TMP 04500-96-00-026A9 / OAKLEIGH ALBEMARLE LLC / O: ' D.B. 571/54 PG. 17 / p N / s � r w A / / r E - / I �i / JOB NO. / GRAPHIC SCALD I 36 DEC. / l / �7 �7 o I 15 30 60 2OL 2OL o / I / �LSA � � � SCALE ° / I "- ' o / 1 u ( IN FE 1 T) 6 SPR CE / / 1 inch =�so ft. / I / SHEET NO. n ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS: GENERAL CONSTRUCTION NOTES FOR STREETS PAVEMENT RETAINING WALL - HANDRAIL DETAIL 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT 42" HIGH AMERISTAR BLACK SECURITY FENCING SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE (MAJESTIC - AEGIS PLUS) CORRECTION. DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACT/ON BEFORE BASE /S PLACED. OF THE START OF CONSTRUCT/ON. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR llI 2• UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED _ PRIOR TO PLACING AGGREGATE BASE. SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT THE PUGMILL REQUIREMENT WILL APPLY. OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ®0.3 GAL./SQ. YD.). PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. COUNTY. ALL DRAINAGE ALL EASEMENTS ARE TO BE EXTENDED TO A 9. ENCROACHMENT.- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR 4. BOUNDARY LINE OR A NATURAL WATERCOURSE. GUARDRAIL LEGATIONS ARE APPROXIMATE. EXACT LENGTH, L AND TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THHEE TIME TIME OF ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCA770NS NOT -- GRADING SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. (7) FEET J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY DRAINAGE ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE APPROVED VDOT PIPE MATERIAL. STRICTLY ADHERED TO. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'5) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION INDICATE. PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE AND VOID. NOTED ON PLANS. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. ALBL'�IARLL' COUNTY 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY GENERAL CONSTRUCTION NOTES' ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW BE OBTAINED FROM 77-IE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURA7ELY REFLECT THE THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS 07HERWISE UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE N07ED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL SAG POINTS AS SHOWN ON THE ROAD PROFILES. BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER CONSTRUCTION. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S BE ACHIEVED. VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS INSPECTOR PRESENT. DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7 till 7Rd FFlC CnNTRnI Cl/_NC CHdII nnNFnRAA WITH THE VIRGINId AAd NIIdI FF1R 11NIFnRA.1 TRd FF1C mA1TRnl nEiI 8. UNLESS 07HERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN STD. CG-12 PARKING WHITE SYMBOL ON BLUE HAND/CAP SIGN RP HANDICAP SIGN cn BACKGROUND BACKGROUND WHITE - LOCATION (VAN) LOCA77ON ` TYPICAL AT ALL HANDICAP SPACES FACE OF CURB BUMPER BLOCK PAINT WOT SPEC. ACCESSIBLE SPACES HANDICAP SPACE DETAIL PAINTED :TRIPE rPICAL) NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDEN77FIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING SPACE INDICATED ON SITE PLAN. SIGN LNLL ALUMINUM (PAINTED WHITE) W1 TE AIR GREEN LETTERS AND INTERNATIONAL WHEELCHH ® SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-i/2'Jd PAINTED BLACK SET IN 12' OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO ZONE ADA REOUIREMENTS $100 - $500 FINE HANDICAPPED PARKING SIGNS NO SCALE L� z OLo Q O W oDf ED O 2 N W 0 In o ~� THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW ZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE TOPSOIL AND SEED �/% /% /% /% /% /% /% /% /% % RESERVED PARKING /% /% %\/%\/%\/% /%%\' o / I//\\ j\\%/\\ A v /\\%, /i. MIN. VAN ACCESSIBLE FINE ryI MADM%DMBION .� OMBE0. MMl 1050 NIEB MIN E rVv S�aapppp 1 WAIIBNAKpEpEOI WI diaB1 WwW.MA�RA\.CDM PEBA N) L�8&P.iIEB®FtAO)P�%COM ELEVATION VIEW CHECNOEBIREOMOLM a �a%s%Mrn11c% �FAv1e°mID1E1VP. ) 2Eq. Ma'80. HOLE TYP. a„ y 121n' BOLT VABOLT CCNCREIE CONCRETE D IN GROUND MOUNT(ID( D SURFACE OUBBETMWNt(SO) D BURFIGMONVEMdMi(aFl UPCHAROE 9EC110NVEWS PRODUCT: U%19NIXSF� DESCmPnCN:'U'BI E 2 BINE. SURFACE OR IN OROUNO MOUNT DAIS: W4 ENG: SNC wxFIOFAn&u MNDMDMFON. rMIBx M EC IIEDORDMOED ro OmERa wimour TIE ccxeBnr v DR19ER wxuFAclDuxO, Mc. wECIFUAnwa oAE 9ualEcr rD tllW DE wlmaR xDncE rMI1 GPABw MWUFACNMIG, IXGALLFTDRUETARYNDHtt IEeFRVFD, rzYLBIMRMrca AC MINOMMUFACNFEF'BBPECIFIGTIwS. 2 CiNIBULTM'Ti08ELELTCOLgUFIN181119EE MAVUFALNREF99PECIFIGTNIVB. B. 9EEanEPIAx fCRIOGTIWl(INCDN911LT MEE HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES RAMPS - NOTES, CONTINUED.... Doors In any 205loOn shall not reduce the minimum dimension of the ramp landing to 1655 than 42" and shall not reduce the required width by more than 3" when fully open. (sec 1 133b.5.4.3 fig I I b-38 t 39) The width of the landing shall extend 24" pa5t the Strike edge of any door or gate for exterior ramps and 18" past the Strike edge for interior ramps. (sec 1 133b.5.4.4 fig I I b-39) At bottom and intermediate landings, the width shall be at least the same a5 required for the ramp. (sec 1 133b.5.4.5 fig I I b-38 t 39) Intermediate landing at a change of direction In excess of 30 degrees and bottom landings shall have a dimension in the direction of ramp run of not less than 72" to accommodate the handrail extension. (sec 1133b.5.4.6 fig I I b-38 t 39) Other Intermediate landings Shall have a dimension in the direction of ramp run of not 1655 than 60". (sec I I33b.5.4.7 fig I I b-38) Ramp Iandmg5 are not considered in determining the maximum horizontal distance of each ramp. (fig. I I b-38 t 35) Handrails are required on ramps that provide access if the ramp slope exceeds 1' rise in 20' of horizontal run. (sec 1133b.5.5.1) Handrails shall be placed on each Side of each ramp, shall be continuous the full length of the ramp, shall be 34" to 38" above the ramp Surface, shall extend a minimum of I' beyond the top and bottom of the ramp, and the ends shall be resumed. (sec I 133b.5.5.1 fig I I b-27 (b) t (e) The grip portion of handrails shall be not Ie55 than 1-114" nor more than L112", or the shape 5hall provide an equivalent gripping surface, and all surfaces shall be smooth with no Sharp corners. handrails shall not rotate within their fittings. (sec 1 133b.5.5.1 fig I I b-36) Handrails projecting from a wall shall have a space of I -112" between the wall and the handrail. (sec 1133b.5.5.1 fig 1 1 b-36) Handrails may be located in a rece55 if the recess 15 a maximum of T deep and extends at least 18" above the top of the rail. (sec 1 133b.5.5.1 fig I I b-36) Any wall or other surface adjacent to handrails shall be free of sharp or abrasive elements. Edges shall have a minimum radiu5 of 1 /8". (sec 1133b.5.5.1 fig I I b-36) Where the ramp Surface 15 not bounded by a wall or fence and the ramp CXCee65 10' in length, the ramp shall comply with one of the following requirements: (sec 1133b.5.6 fig I I b-27(b) t (c)) a. A guide curb a minimum of 2" in height shall be provided at each Side of the ramp; b. A wheel guide rail shall be provided, centered 3" + I" above the Surface of the ramp. Outdoor ramps and their approaches shall be designed and constructed 5o that water will not accumulate on walking surfaces. (sec. 1133b.5.8) NttfA.UTADH M121EEME TYPICAL HANDRAILS AT STAIRS 1 NYLOPLAST 15" DRAIN BASIN: 2815AG--X (I. ZJ MI®M91011LTLEIRd1 FwD.ea mwEr011Lrw emxaD Irrumxalmu uxiuwwvE 9vPo DEvlx vw R>E ruxrNmwEwaumee M4NUFACNRE¢ 0.E0]NMw 0 N IMM.xANUFAENPoXO WXCREIE&K w.EN91IXIBArE WP PE0.64MEAe MIX.AMF1 MAN6AE NWOYBwIY. YXUALWMRlE8WMI8TAF oErwmiwwR Imo cwemEaAnw into agLccxomwR maFw LDI➢Iw,eommAPMIVlEoexax FACTDM M vAaalelxwNNElune BEEORAvnxoxo.mn.11elll FORxoxrRAmcxeruurlw. uMIAMECMXDmxxro gµM/JEwF 61LAFIFAXHOIF9 VANYIEA'e]]' AaERoixorovaw mFeAcrcIUMAIERwBNwacclurlvnEruwomER D0.VIULN wrEwu e.Ellw 1XE RE W EEIEM9 w cLAu I, cuae u. aR aAu n wrEPoY Y DERxao Ix AaIM owl. BmOMfI{YCNFEL FOflBURFIEEOPNNfEINIFIBMiXLBE vurEn a cOMveeIED uxlFan,Er Ix ACDaAOwce vmr YIn1 mil. M VAPoAME9LWEEFM .1CCpipNDroPLWB 1 11 VNUdtl T}£Bw MI£ie WIIETMWEtAVYbLE: IY'NIH. a1w0w 1'-Ir FwD]MIIMiw NwEl/ll9MINW1ttPWWWYL I,W NINUFACIIMIN41Pm. .NMVIIEw MIW1E WMLI. N1l w,F1C8EWEPrImR]E. ire ONVIDU eEXRD)wcwmXm9.EvwuwlEoeRmmrm WITE.AINr x LuoRAnxa rAnir ORArnxME Icwa IEoxwExulwp Yluxwvmrc"w,u M"wnunmxlaunA,aNIouMY MMiXA[aCIiPMO,M[!III[IWR. "RARINR,I]�"M MYAM 6 YYple E X"X11R1.d1� i- 0..MH PXPYY.YCn1[IPMIKKVIIAAW WVGE]F9Y. lS®F fl AwxewPTa nlIO0A0'a1d1° AMYlI.D.EBEIIMlIXtl1EB Yrt LAM mb16]W wWI DED WERWOwxlaxorovrmxu PIAEYMENFEOEXFMMAIW MEfl&'OJENdVAAi MIkIwE fiE�E �WIXOXE.IA"�nlWx IIAYAIFAOPYCFIYAiTi{yAEOf IXFOQq M � lYlAlpdtlw °wMr' w+w Er wl rAaemwlue ^'+1'!"",•°^ .cRMalAnx,axrT;Nxmwwru w"rowTE �x"IwN'uIIETwXFOx",'xw'e wxur�iry F"A' Anu a.Min.mnMflmYuwlEPlxrEPo"xnAm.AMPnouMwxu DMTNNWH MNPBMMXlM MWMYY °An nlw YMwxl AAwwdAlYwArnulmm� M�xr.Irvc NEaEP ♦RnSExMEXmri. F"fl.IEwuuu9EromxFY xxeAYM lewumm,MSMwMF"IFxxan•w P•o6 ewA 1M rlM IMI Mwm LZJ -1.D 1' MIN. iv EDGE PROTECTION 1' MIN. END OF RAM M CL RAMP 12• EXTENSION SE OND RAIL -- - I�\ oF z I I E/ ✓✓ 0 18" MIN 18" MIN. i v N 1. EDGE Z PROTECTION SECTION B SECTION C rryM PLAT C C/`TI/lNl (12") a000�o LEVEL LANDING ELEVATION RAMPS - NOTE5 The maximum slope of a ramp that 5CNe5 any ekIehay, prowdes acce55 for persons with di5abihtie5, or 15 in the path of travel shall be I' rice in 12' of horizontal run. (sec 1 133b.5.3) The cro55 51ope of ramp surfaces shall be no greater than 1:50. (114" per ft) (5ec 1133b.5.3. 1) The width of ramps shall be a5 required for stairways and exits. (sec 1 133b.5.2 fig I I b-38 a 39) Pede5trian ram 5 5ervin primary entrances to bundm 5 haven an occupant load of 300 F 91 ry 9 9 p or more shall have a minimum clear width of 60". (sec 1 133b.5.2) All other pedestrian ramps Serving primary entrances shall have a minimum width of 48". (5ec 1 133b.5.2) landings shall be provided at the top and bottom of each ramp. (5ec 1133b.5.4.1 fig I I b-36 t 39) Intermediate landings shall be provided at mtervA not exceeding 3o" of vertical n5e and at each change of direction. (sec 1133b.5.4.1 fig I I b-38 t 35) Top landings shall be not IC55 than 60" wide and shall have a length of not less than 60" in the direction of ramp run. 12 (sec I 1336 5.4.2 fig I I b-38 8 39) NTS ELEVATION E CONTINUE ONM5... TYPICAL HANDRAILS AT RAMPS DETAILS * DRAWINGS A5 PER ADA REGULATIONS - AMERICANS WITH DISABILITIES ACT 1994 ELEVATION D ;E PROTECTION PROVIDED 'VERTICAL GUARD RAIL5 BEVEI EXTEND GEOSYNTHETIC REINFORCE VENT TO WITURN 2INCHES OF THE LOWER BLACK FACE 10" M I~ AnchorT"I Diamond® X INFORCEMENT CONNECTION WX (NOT TO SCALE) ®"° N,s„oa.ucs.s,F„alNc. 10.60} FINISHED GRADE REINFORCEMENT LENGTH 4" DRAIN TILE (ELEVATION VARIES) 6" MINIMUM COMPACTED GRANULAR LEVELING PAD W.- WIDTH OF OVERSII]NG De= DEPTH OF EXCAVATION L-LENGTH OF GEOSYNTHETIC REINFORCEMENT WMX=(21 M) I L 16' WOE AnchorTM Diamond® X 1:1 EXCAVATION OVERSIZING SCALE: 3/8-F-0" WX ( ) Anchcamm Diamond® X TYPICAL BASE PREPARATION WX(NOTTOSCALE) o.a..ANaoNw..s.s�.„alxc. DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE VAR. HT. 1 �1 TOP OF CONCRETE WALL MIN. 42" SITE RAIL Lic. No. 035791,1, � S10/03/22 1&,(ONAL E�Ol SITE WALL IYALL RAIL FAST�'YV DETAIL NOT TO SCALE NOTE: RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A Z SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT a REQUIRE A STAMPED ENGINEERED DESIGN PLAN. WALLS REQUIRED ,w V)CZ INSPECTIONS AS OUTLINED IN THE USBC. FINAL STRUCTURAL WALL En DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS. o O Z O TREES SHALL BE PLANTED A MINIMUM OF 0.4 x H DISTANCE FROM BACK OF BLOCK. SHRUBS MAYBE PLANTED ADIACENTTOWALL, BUT SHALL UTILIZE WATERPROOF w BARRIER BENEATH PLANTINGS WITHIN 0.4 X H DISTANCE FROM WALL Ir LOIN -PERMEABILITY SOIL N 4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC UPPER WALL UJ 70 - I I�JBACKFILL d " ' I I- LOWER WALL a I I= ` . • 115 N H ..' 11711 2A-O" L„ CD f III-1 TYPICAL o 0 CD I I-� FINISHED • 1 GRADE A . IIIIII � 4- DIA. DRAIN TILE I=11 I 6" - - 6" 2'-Or' .3 TO .4 OF H (TYPICAL) WALL PLANTING DETAIL 3'-6" FRONT ELEVATION HANDRAIL PRIVATE WALK OR LANDING-_U 1/2"THROUGH JOINTS #4 BARS EQUALLY SPACED A 1'-O"OC MAX SPACING 3EI 4 TOP ELEV. OF STEP ELEV. OF STEP RISER TREAD #4 BARS (TYP) /z"R SLOPE TO DRAIN PRIVATE WALK n%A OR LANDING +, 1%TYP 1/2" THROUGH JOINT .CaQ7 ^xLb •. SIDE ELEVATION 3 6 10" STEPS TREAD PLAN CONCRETE STEPS DETAILS NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. li. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. lii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. Iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS ATTHE DISCRETION OF VOOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. _') ZL9 Ice) M N � M I N C) W Cn N N W > W J J_ U) W J Z 0 WI W Ul W ZUJ of e � J~ LU IIIIIJ Q CD O O O N 00, L a I� I J UUJ Q LU 0 06 LL U) UJ Q Z Q 0 cl. LU F\1 U 1 LU U) a U) JOB NO. 202202 SCALE AS SHOWN SHEET NO. 5 OP Arg�y County of Albemarle Community Development Department - Planning Andy Reitelbach areitelbach@albemarle.ora - \ Telephone: (434) 296-5832 ext3261 ORDINANCE NO.22-A(10) \ ZMA 2021-00011 THE HERITAGE ON RIO \ \ AN ORDINANCE TO AMEND THE ZONING MAP FOR PARCEL IDs 04500-00-00-026A2, 04500-00-00-026B2, 04500-00-00-026B3, \ 04500-00-00-026B4, AND 04500-00-00-026B5 September 20, 2022 Valerie Long Williams Mullen 323 2n° Street SE Charlottesville, VA 22902 viong@williamsmullen.com RE: ZMA202100011 The Heritage on Rio Action Letter Dear Ms. Long, On September 7, 2022, the Board of Supervisors took action on the above noted Zoning Map Amendment on Tax Map Parcel Numbers 045000000026A2; 04500000002682; 045000000026B3; 045000000026134 and 045000000026BS in the Rio District. The Zoning Map Amendment was approved by the Board's adoption of the attached Ordinance No. 22-A(10). Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with the approved ZONING MAP AMENDMENT • approval of and compliance with a SITE PLAN; and • approval of a ZONING COMPLIANCE CLEARANCE. Should you have questions regarding the above -noted action, please contact me. Sincerely, Andy Reitelbach Planning Division Senior Planner II Cc: GIN Real Estate Partners LC C/o William Gordon 145 Ednam Dr. Suite 100 Charlottesville VA 22903 will(-)ewreoartners corn Charlottesville Rio Road Apartments LLC 110 Draper Rd NW Suite B Blacksburg VA 24060 W W W.ALBEMARLE.ORG 401 McIntire Road, North Wing, I Charlottesville, VA 22902-4579 R� OF ACg County of Albemarle _ Community Development Department - Planning - PLRr.1NT6 September 20, 2022 GW Real Estate Partners LLC C/o Valerie Long Williams Mullen 323 2n° Street SE Charlottesville, VA 22902 viong(@williamsmullen.com RE: SE202100041 The Heritage on Rio Action Letter Dear Ms. Long, Andy Reitelbach areitelbach@albemarle.org Telephone: (434) 296-5832 ext3261 On September 7, 2022, the Board of Supervisors took action on the above noted Special Exception in conjunction with ZMA202100011 on Tax Map Parcel Numbers 045000000026A2; 04500000002682; 045000000026B3; 045000000026134 and 045000000026BS in the Rio District. The Special Exception was approved by the Board's adoption of the attached Resolution. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with the approved SPECIAL EXCEPTION • approval of and compliance with a SITE PLAN; and • approval of a ZONING COMPLIANCE CLEARANCE. Should you have questions regarding the above -noted action, please contact me. Sincerely, Andy Reitelbach Planning Division Senior Planner II Cc: Charlottesville Rio Road Apartments LLC 110 Draper Rd NW Suite B Blacksburg VA 24060 W W W.ALBEMARLE.ORG 401 McIntire Road, North Wing, I Charlottesville, VA 22902-4579 TYP. NO. 8, 89 OR 9 AGGREGATE IN OPENINGS BETWEEN PAVERS EAGLE BAY AQUA BRIC TYPE 4 "L" 3-1/8" THICK FOR VEHICULAR TRAFFIC BEDDING COURSE 2" THICK (TYP. NO. 8 AGGREGATE) 4" FILTER COURSE (VDOT No. 57 CLEAN STONE) OPEN GRADED, CRUSHED 9" RESERVOIR COURSE fVWkbE 2 �oD �oD �oD °o oD oD �o CLEAN STONE) o0 00 00° o0 00 CRUSHEDAGGREGATEB SE TRIANGULAR GRID,— TENSR5TRIA OR EQUIVALENT 4" PERFORATED RIGID PVC UNDERDRAIN COMPACTED SYSTEM w/ POSITIVE SLOPE (1% MIN.) SUBGRADE BENEATH PAVERS. NOTE: OUTFALL PIPE(s) OUTSIDE OF PAVER FOOTPRINT SHALL BE RIGID NON —PERFORATED PVC PIPE(s) SLOPED TO DRAIN/DAYLIGHT (1% PERMEABLE PAVERS PUEMENT DESIGN NO SCALE BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the transmittal summary and staff report prepared for ZMA 202 1-0001l and their attachments, including the application plan last revised on June 6, 2022, the information presented at the public hearing, any comments received, the material and relevant factors in Virginia Code § 15.2-2284 and County Code §§ 18-19 and 18-33.6, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2021-00011 with the application plan last revised on June 6, 2022. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held on September 7, 2022. Clerk, Board of County SM06rvisors Aye Nay Mr. Andrews Y Mr. Gallaway Y _ Ms. LaPisto-Kirtley Y Ms. Mallek — Y Ms. McKeel Y — Ms. Price Y RESOLUTION TO APPROVE SE 2021-00041 THE HERITAGE ON RIO WHEREAS, upon consideration of the staff reports prepared for SE2021-00041 The Heritage on Rio (in conjunction with ZMA202100011) end the attachments thereto, including staffs supporting analysis, any comments received, and all of the factors relevant to the special exception in Albemarle County Code §§ I8-4.19(5), 18-8.2(b)(3), and 18-33.9, the Albemarle County Board of Supervisors hereby finds that the proposed special exception: (i) world be consistent with the intent and purposes of the planned development district under the particular circumstances, and satisfy all other applicable requirements of Albemarle County Code § 18-8; (ii) would be consistent with planned development design principles; and (iii)would not adversely affect the public health, safety or general welfare NOW, THEREFORE, BE IT RESOLVED that the Albemarle County Board of Supervisors hereby approves a special exception to waive the I5-foot stepback requirement of County Code § I8-4.19 on Parcel Ins 04500-00-00-026A2, 04500-00-00-026B2, 04500-00-00-026B3,04500-00-00-026B4, and 04500-00-00- 026B5. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held on September 7. 2022. e Clerk, Board of County Su visors A rc Nay Mr. Andrews Y Mr. Gallaway Y Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKee[ Y Ms. Price Y NOTE: 1. EACH LAYER/LIFT OF NO. 2 AND NO. 57 STONE REQUIRES A MINIMUM CENTRIFUGAL FORCE COMPACTION OF 53,000. 2. CONSTRUCTION & PREPARATION OF PERMEABLE PAVERS, STONE BASE AND UNDERDRAIN SYSTEM SHALL BE IN ACCORDANCE w/ MANUFACTURER SPECIFICATIONS. NOTES: 1. ALL OPEN GRADED STONE LAYERS SHALL BE CLEAN & DOUBLE WASHED IN ACCORDANCE WITH DCR REGULATIONS. "CLEAN" STONE IS SCREENED TO SIZE AND THE BULK OF THE FINES/DUST IS REMOVED, BUT THERE IS STILL DUST ON THE STONE. "WASHED" STONE IS WASHED THROUGH THE SCREENING PROCESS AND/OR MANUALLY WASHED. 2. WHERE UNDERDRAIN CLEANOUTS ARE PROPOSED WITHIN PAVED AREAS & ARE SUBJECT TO VEHICULAR TRAFFIC, CLEANOUTS SHALL BE ENCASED IN 018" CONCRETE FOR THE UPPER 24". THE CLEANOUT FRAME & LID SHALL BE CONSTRUCTED OF CAST IRON, OR A SIMILAR MATERIAL THAT IS STRUCTURALLY FORTIFIED. 4" COMPACTED AGGREGATE BASE COURSE, VDOT #21A i e =55045EtTA-= .06'21"E CURBINGET/n/4B/- INVIN=Sd)BS'6"�fP� DELTA=T1 11OPQFL=553 B0' MV T=54. 16686� RCP NVIN-5212'(E)15-RC, MV INVlN=550.12'(EJ 16RCF — �� L'RCF 74'15"RCP OUT=592.56'1 lZb'aB M 1.85 P14 �F ROPO�w35 My pGMT � ? I r,is \ \ \ ✓/ low / \ \ TMP 65-2681 H W.P.B.XI PA26PLAT D B. 5422 P. 645 D.B. 339 P. BSIPIAT LOT 1 Z a ` iI %*•�- 505 RIO ROAD WEST LLC / D.B. 5549 P. 723 t4 \ H.WA.B.XIP.499PI PIAT / 4 ..1112 P.499 PLAT Al, D.B. 455 P. 285 PLAT J6$q. / c�L9 �h / \ \ / \ PF a9 �6 �.15 ry 52.E 0 \ + PF MHO TOP =554.15' INVlN=543 P1'30"FCP TOP OF 4" 2" R CURB NOTE: CONCRETE SHALL BE 3000 Psi AT 28 DAYS OR e 6" STRONGER. (5' MIN.) 4' ' •% ;' • ••. •' ' ' ..- 3000 psi MIN. .• •• . M. ,.• . 7777 6" / V ' \✓/1/i1 MIN 4" 21—A STONE BASE 1 s 2 U CONCRETE SIDEWALK #BASE STANDARD CG-6 STONE NDER CURB NO SCALE DRY CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. 2" SM 9 5 INLET TOP=554B9' INVOUT=55250'1SRCP v =es VAN WEST -ROUTE 63 — -bARMBL£iya7TµpUBLlCi6 ----- sesamepe —__ ------------- — MONUMENT DISsCc FL-3591 F D 02-0425 /NV W=55. �`.•� N79' 5- INVOUT=5556P 13 46' � j'---��_- R=1035.10' ,. 1 eg°e;¢e orQQ> �06 TM#45-26A1 y EJM GARDEN, LLC /D0.2717PG.]46B S D 477 P.38 PUT H W P.B. XI P. 33-14 PI -AT 2 N �At / =Q� b \ A A / b� 4 CFO 0 �W Lic. No. 035791,E S `10/03/22 9�4 ZIONAL S.N�ll Z O CZ t I Z w < O � OZ: u O � W N i L W ` F N N W ED Eli O ED ti / TMP OAKEIGHH LOFrFrSLLC 6L9 D.0. 5051 PG.627 7— --�� R� C J / M / M z I N / \ M Q / TMP 045IX)0000026A9 i— / OAKLDMARLE LLC B.52M D.O. sxu PG.v / W � N GRAPHIC SCALE W N (n / 60 0 30 60 120 W / < v i III Ld Q / ( IN FEET) _J I --I / 1 inch = 60 ft. J z W 13'X44' CONCRETE DUMPSTER PAD 6" THICK - 3000 PSI CONCRETE .. _ A.. —6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE SURFACE COURSE 2" SM-9.5 SURFACE COURSE 1" BM-25 BINDER BASE COURSE 3" BM-25 7" 21—A IMMINIMMINNhilkh INTERMEDIATE COURSE BASE COURSE \\�\�/��/\\/O%,/\\�D\ 5' 21—A COMPACTED COMPACTED BASE COUPS SUBGRADE SUBGRADE LIGHT DUTY ASPHALT PAVING - HEA VY DUTY ASPHALT PA VING - PARKING LOT & PARKING SPACES TRA VEL WA YS NO SCALE 2" SM-9.5A r—SURFACE COURSE COMPACTED SUBGRADE CLASS A - TYPE I LOW -MAINTENANCE PEDESTRIAN ASPHAL T PA THWA Y DETAIL 7 EXIST GROUND EXIST. GROUND 5' WIDE CONCRETE SIDEWALK 2$ 6' PLANTING 4" VDOT 21A STRIP STONE BASE 5 6' — NO SCALE CG-6 & GUTTER C L POINT OF FINISHED GRADE 1141 ":1' PA VEMEN T LEGEND — cis 06 L� r _ HEAVY DUTY ASPHALT PAVING - TRAVELWAYS L9 0 z LU (Zn V Q ` U) W LIGHT DUTY ASPHALT PAVING PARKING LOT/ PARKING SPACES Z 2 U 0 ASPHALT PAVING - MILL/OVERLAY W Y a— Z W 0 2 PERVIOUS PAVERS (n Q UJ % w w O PROPOSED 1" SM-9.5 OVERLAY H1 EXISTING PAVEMENT W EX. STONE SUBBASE LU J COMPACTED SUBGRADE ASPHALT PAVING - MILL/OVERLAY Q U NO SCALE CG-6 CURB & Gb (TRAVEL LANE) -' (TRAVEL LANE) 22' F/C-F/C - 34' F/C-F/C TYPICAL TRAVFZ#rAY SECTION (PROPOSED PRIVATE TRAVELWAY) DESIGN SPEED' 25 MPH 2$ 6' PLANTING STRIP V WIDE CONCRETE SIDEWALK 4" WOT 21A STONE BASE 5 O O O N W EXIST. GROUND b F EXIST. GROUND W a u) JOB NO. 202202 SCALE AS SHOWN SHEET NO. 6