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HomeMy WebLinkAboutSDP202300009 Plan - Submittal (First) 2023-02-07GENERAL NOTES OWNERS: TMP 04500-00-00-026A2 TMP 04500-00-00-026133 CHARLOTTESVILLE RIO ROAD APARTMENTS LLC RIVER RIO LLC lio DRAPER ROAD, NW SUITE B 245 EDNAM DRIVE, STE ioo BLACKSBURG, VA 22o6o CHARLOTTESVILLE, VA 22903 TMP 04500-00-00-026135 TMP 04500-00-00-026132 CHARLOTTESVILLE RIO ROAD APARTMENTS LLC RAHIM, ABDUL W; HABIB RAHIM & SHAID RAHIM zio DRAPER ROAD, NW SUITE B 2433 MAYMONT COURT BLACKSBURG, VA 22o6o CHARLOTTESVILLE, VA 22902 TMP 04500-00-00-026134 CHARLOTTESVILLE RIO ROAD APARTMENTS LLC iio DRAPER ROAD, NW SUITE B BLACKSBURG, VAzzo6o DEVELOPER: GW REAL ESTATE PARTNERS 145 EDHAM DRIVE, SUITE ioo CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA zzgoz TAX MAP: 04500-00-00-026A2 04500-00-00-026135 04500-00-00-026134 04500-00-00-026133 04500-oo-oo-o26B2 D.B. 5132, PG. 463 INST. #:zoig00008048 INST. #:z0z0000068g5 INST. #:zozz000i864z INST. #:z0z0000i6556 4.696 ACRES o.697 ACRES o.822 ACRES 0.942 ACRES 1.075 ACRES ZONING: PRD (PLANNED RESIDENTIAL DEVELOPMENT) - (ZMA-2023.-00011 & SE2021-00041). REZONING AND SPECIAL EXCEPTION REQUEST APPROVED BY THE BOS ON SEPTEMBER 7, 2022 (SEE SHEET z 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-00-oo-oz6Az - 4.696ACRES TMPo45oo-00-00-oz6B5 - o.697ACRES TMP 04500-00-00-026134 - o.822 ACRES TMP 04500-00-00-026133 - 0.942 ACRES TMP 04500-00-00-026132 - 2.075 ACRES 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 z, SECTION zA PROPOSED DENSITY: 25o RESIDENTIAL MULTI -FAMILY UNITS WITHIN 8.232 ACRES DENSITY = 250/8.232 ACRES = 30.37 DUA OPEN SPACE: THIS PROJECT SHALL PROVIDE A MINIMUM OF 25%OPEN SPACE COMMON OPEN SPACE AREA = o.672 ACRES ACTIVE RECREATION AREAS = 0.76 ACRES BUFFER AREAS =1.o6 ACRES OPEN SPACE REQUIRED: 25%x 8.232 ACRES = 2.o58 ACRES OPEN SPACE PROVIDED: 2.492 ACRES (30.3 %). AREA EXCLUSIVE OF RETAINING WALLS = 2.3o5 AC (28.o%) 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 20 ASPHALT TRAILWAY SHALL BE CONSTRUCTED AS SHOWN ON THE SITE PLAN. BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (EXCLUDING BASEMENTS) WITH A BUILDING HEIGHT NOT TO EXCEED 65 FEET. A SPECIAL EXCEPTION REQUEST (SE2022-04i) HAS BEEN APPROVED FOR THE PROJECT FOR RELIEF OF THE 15' STEPBACK REQUIREMENT FOR BUILDINGS #5 - #7THAT ARE GREATER THAN 3 STORIES OR 4o FEET IN HEIGHT. THE BUILDINGS HEIGHTS FOR BUILDINGS #2 - #4ALONG RIO ROAD ARE RESTRICTED TO (3) THREE STORIES IN HEIGHT. BUILDINGS #144 - HEIGHTS TO TOP OF ROOF = 47'6" +/- & HEIGHTS TO EAVE OF ROOF = 32' +/- BUILDINGS #547 - HEIGHTS TO TOP OF ROOF = 4716" & 58'6"+/- & HEIGHTS TO EAVE OF ROOF = 32' & 43' +/- SETBACKS: BUILDING SETBACKS 5' MIN & 35' MAX. FRONT YARD BUILDING SETBACK io' MIN. & NO MAX. SIDE YARD BUILDING SETBACK (io' MIN. BUILDING SEPARATION) zo' MIN. & NO MAX. REAR YARD BUILDING SETBACK PARKING SETBACKS io' MIN. FRONTYARD PARKING SETBACK 5' MIN. SIDE YARD PARKING SETBACK 6' 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 OF THE RIVANNA RIVER - MEADOW CREEK AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY AND BOUNDARY WAS FIELD SURVEYED BY LINCOLN SURVEYING, AUGUSTzozi. TOPOGRAPHY AND FIELD CONDITIONS WERE VERIFIED BY COLLINS ENGINEERING, SEPTEMBER zozz. 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. PHASING: THE APARTMENT DEVELOPMENT WITHIN LOT z SHALL BE DEVELOPED WITHIN (2) PHASE. RECREATION: RECREATIONAL AMENITIES ARE PROPOSED WITH THE PROJECT, INCLUDING THE FOLLOWING: CLUBHOUSE/POOL/FIRE PIT/GRILL AREA/COURTYARD/TOT LOT AREA: 21,500SF DOG PARK/GRASS AREA/GRILL STATION/COURTYARD: 11,700 SF TOTAL RECREATIONAL AMENITIES PROVIDED WITH THE APARTMENT COMPLEX: 33,200 SF (0.76 ACRES) PARKING: (1.5) PARKING SPACES PER ONE BEDROOM UNIT = zog ONE UNITS x 1.5 =163.5 PARKING SPACES REQUIRED (z) PARKING SPACES PER TWO OR MORE BEDROOM UNIT = 141 UNITS x z = 282 PARKING SPACES REQUIRED TOTAL NUMBER OF PARKING SPACES REQUIRED: 446 PARKING SPACES TOTAL NUMBER OF PARKING SPACES PROVIDED: 377 SPACES NOTE: A PARKING STUDY HAS BEEN ADMINISTRATIVELY APPROVED BY THE ZONING DEPARTMENT ALLOWING FOR A MAXIMUM OF ig% 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 OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING MANAGED SLOPES ON THIS PORTION OF THE PROPERTY AS SHOWN ON SHEET z. 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, zo05. 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. TRASH SERVICE: A TRASH COMPACTOR IS INCLUDED WITHIN THE DEVELOPMENT PLAN TO SERVICE THE APARTMENT COMPLEX. UTILITIES: WATER AND SEWER IS PROVIDED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. IMPERVIOUS AREAS/LAND AREAS: TRAVELWAYS/PARKING/TRASH/MAINT.: 132,005SF 3.03ACRES 36.8% ROW DEDICATION TRAILWAY 20 8 SF 0.z ACRES .0% ( ) 45 5 3 SIDEWALKS: 27,700SF o.63ACRES 7.7% BUILDINGS: 79,96oSF 1.83ACRES 22.2% RECREATIONAL AREA: 33,200SF 0.76ACRES 9.3% BUFFER/LANDSCAPING/OPEN SPACE: 86,335 SF 2.732 ACRES 21.0% TOTAL: 8.232 AC PAVED PARKING AND VEHICULAR CIRCULATION: 132,005 SF FIRE FLOW CALCULATIONS: CLASS I - FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR = i.5 TOTAL GROUND FLOOR AREA=13,56o SF TOTAL AREAS OF OTHER FLOORS = 28,o8o SF TOTAL BUILDING AREA = 41,640 SF REQUIRED ISO FIRE FLOW = 3,500 SF NEEDED FIRE FLOW (5o%REDUCTION FOR AUTOMATIC SPRINKLERS) =1,750 NOTE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG RIO ROAD - 2,296 GPM AT 78 PSI CVILLE RIO ROAD APARTMENTS FINAL SITE PLAN SDP-2023-000 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA / \ ,-_ � 2y AP RTM,ENTUNITS 1 / F V A 9 9 � j So sF ' COURTYARD ® • / / I FIRE PIT & TOT/ LOTAREA J UBHOUSE SF BUILDING seeds c 0 POOL � 9� NNNImo LIGHTING: ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION DEVELOPMENT PLAN 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. THE FINAL SITE PLAN INCLUDES A LIGHTING SCALE: 1' = 60' PLAN THAT COMPLIES WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. 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 PLANT 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. 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 HAS BEEN PROVIDED WITH THE FINAL SITE PLAN FOR LAND DISTURBANCE. WATER QUALITY AND WATER QUANTITY PRACTICES TO MEET STATE REQUIREMENTS INCLUDE PERVIOUS PAVERS, UNDERGROUND DETENTION, AND NUTRIENT CREDITS. AFFORDABLE HOUSING: FIFTEEN PERCENT (15%) OFTHE CONSTRUCTED UNITS SHALL BE AFFORDABLE HOUSEHOLDS MAKING UP TO 8o%OF THE AREA MEDIAN INCOME FOR A PERIOD OF TEN (io) 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 APARTMENTS UNITS TOTAL AFFORDABLE UNITS TO BE PROVIDED WITH THE PROJECT= 25o UNITS * 15%= 38 UNITS e O i /k� �W 5 I Z�� BiI4UILDI 4STORYSP�T 'L 4Gx APARTMENTUNITS I OG i 0 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 A117.1-09 AND THE 2015 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, 1985 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 540-562-3850 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 METER(S)/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. SITE4 - r ` GREENRIELDS s. � =7 N'oo7 Raintree Berkeley-..•E56 O ` �, VICINITY MAP SCALE: 1' = 2,000' Sheet List Table Sheet Number Sheet Title 1 COVER z EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 NOTES & DETAILS 7 NOTES & DETAILS 8 NOTES & DETAILS 9 ROAD & WATERLINE PROFILES to SANITARY SEWER PROFILES 11 DRAINAGE PROFILES 12 DRAINAGE PROFILES 13 DRAINAGE MAP 14 DRAINAGE CALCULATIONS 15 DRAINAGE CALCULATIONS 16 DRAINAGE CALCULATIONS 17 SIGHT DISTANCE PROFILES Lioo PLANTING REFERENCE PLAN Lioi PLANTING PLAN L102 PLANTING PLAN L103 LANDSCAPE COMPLIANCE 1_104 LANDSCAPE DETAILS LioS LANDSCAPE NOTES Lio6 LANDSCAPE SITE DETAILS 1OFi LIGHTING PLAN 25 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB 0 PROPOSED ASPHALT PAVEMENT C -7EXIS77NG VEGETA77VEI LANDSCAPE BUFFER - - GREEN WAY BUFFER - - PROPOSED EASEMENT, VARIOUS WITH EACH SHEET Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK a VOOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING « PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) - - - -zoo- - - - EXISTING CONTOUR 200 PROPOSED CONTOUR 505.71 TC 506.27 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 Tw 506.21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES - MANAGED STEEP SLOPES EMMMMM PEDES7RIAN AND VEHICLE ACCESS 0 PROPOSED CONCRETE . PROPOSED & EXISTING GUARDRAIL . ------ PROPOSED FENCE Oo OO Qo OO 100 YR. FLOODPLAIN PROJECT NOTES: 1. ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE OR PRIVATE USE - SEE UTILITY PLAN SHEET FOR MORE DETAILS. z. ALL PROPOSED ROADWAYS SHALL BE PRIVATE TRAVELWAYS - SEE NOTES & DETAILS SHEET FOR MORE DETAILS ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, ioTH EDITION. CODE: 220 (MULTIFAMILY HOUSING) PROPOSED: 25o DWELLING UNITS ADT RATE: z VPD PER DU = i S o ADT i ENTER i EXIT 73 3 (9 S /9 5 ) AM PEAK RATE: 0.46 VPD PER DU = iz5 VPD (26 ENTER / 89 EXIT) PM PEAK RATE: o.56 VPD PER DU = 240 VPD (88 ENTER 152 EXIT) APPROVALS ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATIO: HEALTH DEPARTMENT COTT/R. C'tTLLINS�Z No. 35791 1�1 2/06/23 _4 LU N � o L z Jp� z � LL cy) i M w O" N III- H­II cy) Ln WN J O WN z_ N z LLf J ® > LU 0 O w LL J � w Q 0 W T U LU Ul U ZL Ly w0/ V) j 0 LLJ J �Q W 0 V J O O N 1--4 U U w O w z = o_ � JOB NO. 202202 SCALE 1 "=80' SHEET NO. 1 '� TMP 45-30J A ( EX CURB INLET DI-26) MOBILE PARKS OF o - 1� —TOP @ FL=559.06 _-- --� ` ---------�� �� EX CURB INLET (DI-2B) ( - ( ) - CHARLOTTESVILLEZNC -INV OUT--, 55 644(15" RCP)- - - - - -- - — - - ,.,, \ \ ♦ TOP @ FL=553.80 _� STORM LEGEND: INV IN=549.93 (15" RCP -NORTH) % INV IN=550.12 15" RCP -EAST) ( _. -------------- --— - - EX STORM 3` � EX WATERLINE \ \ `\ I MOBILE PARKS OF ,� INV OUT=549.92 (18" RCP) -DRAINAGE SYSTEM GRATE 5 4 _ FOUND 02 DISC I C TT/$ 8.62 4 TOP:547-91 \� SYSTEM TYP. ,_ �- _ --� FOUND 02 0.425�'� \ \ L NSA GRATE 6 `� \ \ '\ CHARLOTTESVILLEINC EX UNDERDRAIN � � -_ --- -� � 54 � ( ) � � - - � � ---- ------- .- — y_— ono. � No. 35791,E — IN:1z' RCP 540.49 (4-6A) OUT:i5"RCP 544.S7(5-6) \ EX CONCRETE _ - OUT:z4"RCP 540.43(WEST) GRATE S-6/ i SIDEWALKTO _ �_ — w w 4—` --- -- is - o _Fo ( ) - �A y — WM 0� 2 06 23 ��% EX CURB INLET DI-26 � TOP:547 69 \ @ FL=550.45 BE REMOVED - a - �s6' - gt---------- TOP SDMH 6A IN:i5"RCP \ \ INV w-547.85 (6" CPR) —� \ y- 543-53(5-4) \ INV OUT=546.86 (15" RCP) _ _ _ w _ _ - — 54$ 91 IN:15„RCP 543 4z(5 5) \ i — - — _ _ \ \ IN: yz" RCP 541.1z (5-8) OUT:15"RCP 543 09(5-8) \ TMP 45 25E EX WATERLINE - - _ _ _ ---- ` % HOWELL, GWENDOLYN _ / '_" - �_ �- / -- WEIR: 543.01 - v _%---__ f X / „DE�- 1z" 540.53 (4-6) GRATE ---------- OUT: - _ TOP:548. 8 / ,' �♦ ,' H & JUDY D - p5 E „-1 _ _� -- EX FENCE/ i IN:15„RCP544.55(WEST) / —' - _-- _ _W --ao631oo2-1as,�°_/__---- --Z-- NEE \ / OUT:iS"RCP 544.41(5 6) / -,,_x' VD T pROJ. - `% '4 PMNE EX. TREELINE ' ` f EX ALBEMARLE COUNTY - - -,NF 2 / (I \ MANAGED SLOPES (TYP) 4' PINE GRATE --- 5 7� 7\,\ TOP:547.63 ,' � I EX„PE�;�-" � __ ao- "' DEC. � � / / - ----------IN:12"RCP 545.16(EAST) '� / / GASLINE�" i �_� _ r' /♦ EX STORM i '''' //�/Y _ - / VAR. WIDTH VIRGINIA5' S44 3(5-) TMP45 25H _/ 1 A 24" DEC. i30" PINE POWER EASEMENT /24„ DEC. OUT:1 'RCP z 8 I DRAINAGE SYSTEM i _ [`� I / DB. 1690, PG. 25 / GRATE 5-8 HOWELL, GWEN H & 1 ( ) i A EXISTING VAR. WIDTH / / \ ACSA WATERLINE EASEMENT TOP:547.57 WEN DALLHOWELL EX CURB INLET DI-2B �`� 36„PINE - -- D.B 1670, PG. 521 IN:6"HDPE 544.23(WEST) — TOP @ FL=549.63 / / / _ '� 1 % IN:10"HDPE 544.60(EA$T) ; -� INV OUT=542.56 INV IN=542.74 (15" RCP) `� _/A� ' / / % „/' L��g'l P�6 �� V ) It 3� PINE I IN:15"RCP 543.89(5-7) ( ) / / -C B 3 EXISTING SIGN EASEMENT �iA` 1 �ASEM 6" PINE 14" PINE I IN:18"RCP 54z.76(5-6) i /j D• ' I PERMANENT DRAINAGE EASEMENT / / 1 OUT:42"RCP 541.98(WEST) . _ '— �� /' ' a/ ii D-B- 3678, PG. 659' : �� o" PINE / / E V AT 512 \ / , _ A r A 24" APL� 1 �� 36 PI OE 24" PINE �� O �... � BE VACATED) � Z / ♦ y A � 2 "PINE EX. TREELINE �a`� 1 i 4 PINE ♦ - y -ram ' 36" CH�RRY _ ( YJ - 1 I 18" PIN �\ / t1 I BE REMOVED TO I L ♦ EX SIDEWALK, CURB, & aG i ,�; EXISTING VAR WIDTH 36" M PLE t 2" PINT OVED u / / i -. _ , VIRGINIA POWER EASEMENT J / 24" PINE I J U j 1 2 4 TMP 45-25B DRIVEWAY ENTRANCES A(O�PJ / r / — f VPINIX (TYPICAL) Lu O] GAONA, JOSE & TO BE REMOVED `�O� �oF / / \ ? 1 _ �. A EX. STREET 30" PINE z D.B. 1690, PG. 25 � I O ELPIDIA GAONA J3��N� �Ar�y,� ��_ / 24" PINE- v HERRv OUTFACE TO PIPE REMOVED (TYP.) LIGHTS TO BEICI Z g i� EX. STORM E & t � F- / REMOVED a j / F- / EXISTING ACSA EASEMENT' A 1 18" INE 20"PINE , TMP 45-z6A1 i Al �� a y� EJM GARDEN, LLC w D.B. 1670, PG. 521 36"PINE\ 1 /�� _iI PINE _ /EX R(YP.) �.• /� PERMANENT DRAINAGE EASEMENT \ \ L -��� (� 20"PINE �� 1.o1 AC. A f �� / W ��♦ a. ♦ / D.B. 1684, G. 512 EX.DECID000S& EVERGREEN TREES o g♦cK ♦ - �" WITHINTHISAREA EX UTILITIES TO jrU / A ��466 ew°aB�V�AC �) EX. DECID OUS& I 0" O 6 N%/OAK iJ PORTION OF EX 8" DIP I I r ( ) • m / tbas EN / ', 24 EC ✓ - 11 WATERLINE TO BE REMOVED TO BE REMOVED M V) ♦ - BE ABANDONED TYP / / '� y EM ♦ aM EVERGREEN TREES ) I a ', Y4" PINE 36" PINE ' p �/ % / :% / `♦ I s�a. % ♦. AA� WITHIN THIS AREA ♦ / 1 TO BE REMOVED s / 0 ® \ 36" EC. TMP 4, MA \ / _ �/ ,� 5c5 �( // \ I 3Y' DEC ` � I - BICKEL, MARY C / �" //�/ !A /SE�Op1•Nw/ / I ♦ / ® &O' l / ♦ A`xy EX UTILITIES THROUGH �/ '/ .�� A �63N / I �� s, soa Ga / .� ♦♦ � ' I GA'PORTON F EX 2" RE REMOVED % � � I 24 PINE / 6"PINE EEXTREESTO '♦• O M / \ SITE TO BE RELOCATEDi' (TYPICAL) - EX SIDEWALK, CURB, & / J P / ) sta EX HOUSE, DRIVEWAY, CONC. E REMOVED / / / a°�K`E ° o0 0 24"PNE �I EECONSTRUCTEDWITHINE X TRAVELWAY TO BE PINE PwE / / TMP 45-25C DRIVEWAY ENTRANCES - ""°� D / aV ♦ ° UTILITIEST BE REMOVED" J%' ' / VIRGINIA TELEPHONE GCE/ wA s♦a ® s ° ` I TO BE REMOVED �' / � ,y s ea / �' I PROPOSED DEVELOPMENT �% / TM / -- & TELEGRAPH CO / / ss0 4" PINE 77"" ♦ / " / ♦� /p ��NE6 a`< NT ♦ EX SHED TO I ♦ / ��y EX TREES TO J 18" PIN �% P 45 z6 Ex STORM / 7 ✓ ° s5 eP E / / BE REMO D J o RIO ROAD WEST DRAINAGE SYSTEM \ / / / ♦ \ \ / / / 1 5 S / / / ♦p ;`/ CBI i BE REMOVED / I " Q V �/ �� ♦/ / /I/ ♦ ` "'� *PINE� I I t3V LLC 11.67 AC. �AN GED SLOPES TYP ,.6J x'w16" PINE ALBEMARE COUNTY�I ' TMP z6B 24" PINE / _4S 5LUIS♦% PINE GR TEE5-6 / / / j / I�'"\\/ / \ ♦� EX HOUSE, DRIVEWAY, CONC. / EX. TREELINE `- III r 1 fx•' IROADCHARLOTTEMENTS RIIC ♦ \ I P\ APPROX. LOCATION OF EXISTING J----I---__-- �l I I I ,,. !I I` INE I I ! TMP 45-26A6 54 69 /EX STORM / \ /' /\ & UTILITIES TO BE REMOVED \ I I I °,697 AC, ♦♦ \ \ 20' WATERLINE EASEMENT ---± --2, ��G��; I I I OAKLEIGH LOFTS, LLC L 7 /DRAINAGE SYSTEM WM ""� `a'+ ` / / / I `♦ / �I I 1 D�%.5z99,PG 794 \ / Iy D.B. 976, PG. 484 / 32" PINE o.66AC / NP�T ♦ \ p�'S gR�Gµ / EX SHED TO H.W.P.B. XIII, PG. i8(PLAT) ��/ / P OR(' ♦ g! ensEM6N'� \) �� BE REMOVED .� J D.8.339, PG 55%(PLAT) /} ly' I/ /% �� / % GRATE S-Z.. _/CONK /i. / �♦ ° WI .°oNa �" / / ♦ - sHEO / / / `♦ / D.S. D.. 653(CTCOFVA) D.B. 68j PGG698 (COMM OF VA) / I I 16"PINE I I I / J 547 3 / P ♦ 00 D.B.16 6,PG z6 (VEPCO) / I I 32" PI O / I / RIGHT OF INGRESS/EGRESS \/Xi IN a ♦ _D.747, B. PG. PG (472 CTCOF Q/ / 3U DEC. / / / / / /" W°OG°K ♦ bti / ♦ D. B. 747. PG 53o(CTC OF VA) I Q/a �,I / 36/,PINE I i ACROSS 60' ROW / �' Q of ♦/ TMP 45-z66y ♦ DB. 341, PG. 25 D.B. 455, PG. 282 ' /7 cf' " r o ro'�1' ' / LOT4 D.B. 339, PG. 548 / A / i l ( FOR TMP 45-26A2 / CO EX WATERLINE / .'/ / /OONO ♦ ; °oo ' C ARLOYTESVILLE RrO D.B.278, G.542(VT&T) / \ APR OX. LOCATION OF EXISTING � /Z ' ♦cpa WINCE -/ EX LOT LINE TO ROAD APARTMENTS, LLC ` D.B. z73, PG ��S (vEPco) I �;r 55' PRIVATED ACCESS EASEMENT. /tee i /�'� CYi G %y 'S�8 1. " ��/ // _ .3 st°a3 EM �K °V cna - ♦♦ / / � � I -_��o. �BE VACATED H.w.P8. 33II,PP z 53vLAT) I //o.822 AC. D.B. 3678. PG. 659 sae /I I I I /xj�,xK 6"DEC 1 ��PINE �� N j 5WI gAs — �;� SHE° ♦ / D B 339 PG SS, (PLAT) D B a8a7 PG 683 (CTC OF1(VEPC VA) � I I / �� I '� O I �' ��, OAK / M // j ♦ h SNED O B 1646 PG zCOM PCO) I / S�DOGWOOD IQ / oa t'a ♦ C.B.6z PG. o (COMMOFVA) ♦DEC. ' ^ �y 6Sy� / / " °Po /D.B.617,a�.4so(GAs) / Ec. EX V / / ♦ / �♦ De. PG4s� BE VACATED D I D.B 747,PG. 2tCCOFVA) / z4"PwE / / �'�� j6� O)•// eco H�sE ♦ D.B 6o,PG.6 (WATERLINE). EX LOT LIFE TO , TMP 45 zBAz ALBEMARLE , / a 4a I / CH{}RLOTTESVILLE RI I' i I COUNTY N ROAD APARTMENTS, LC I / 36" - / D.8.34�, PG. 5g TYP % �6" PINE 9, sa k MANAGED _ O EX SHEDS TO D.B. z 8 PG. 6 6 AC. ' J - — VT&T / I �� / ��/ �♦ / _ ♦ BE REMOVED / D.B. z73, PG n5(VEPCO) I D6513; PG463 I �'� ,�yY ,{y SLOPES (TYP) - - / ♦ ` / ���� H.W P 8 XIII, PG 49 (PLAT) l � , I �!` I I EX HOUSE, DRIVEWAY, CONC. NOTE: ALL EXISTING WELLS TMP �S ��663 ` ` DB assz, PG. 4g9(PLAT) li /'/ x}, l`n' (� / T3 D.8. 455, PG. 28 (PLAT) , &UTILITIES TO BE REMOVED SHALL BE ABANDONED IN / ♦ / RIVER,R 10, LLC �'F D.B. 3678, PG. 659 (EASEMENTS) I I l ;x•` x� 24" OAK_ W O PRIVATE WELL REGULATIONS / D.B.5663A PG / , D.B.i1 ��""""�� ACCORDANCE WITH VA ♦\ / / / "/ D.B. z6 PG. B (ACSA) �%x ' / / f 8�5 s,', . / t 24 MAPLE TMP / N. I--1 H W.//P.B XIII, PG (PLAT) / ` / / EASEMENT�sIGMT I I �I 36" OAK OAKLEIGH ALBEMARLE, / /' / \\ 1 EX GARAGE AND SHEDS / /H.W.i PG. CTCOFVA \ / / D.B. ¢69o7,PG.�5(.Y(GAS) I I l' i/II II �//- 16"OAK / LLC / / U. �{ 4 / 339, SS (PLAT) \ ♦ D B 16 0, PG n ACSA) I J / , 20 AC. , I Y I \__ -so TO BE REMOVED - D.E.Lu �6 7P(/1 219(VMOFVA> /fix,.� D.B PG zo(TcoFOVA>I I I i iI I I 'I 18 DEC. , o. \' \ / .B 2646, PG ng(VEPCO) / P. 1817, PG 641(CTCOFVA) J ' wo37, 79//�Lj/ 747,. 5 �{ I I I 32" (V,IAPLE / J O / _ _ _ 'Sr�� ♦ / D.B. i627, PG 448(GAS) / `♦ I / .§' D. B. 460, PG 66o(WATERLINE) Y� J I I I36"OAK 32"OAK / J / \ _ // D.B.49z, PG. z82(VT&T) d D.B.455, PG.282 I II I •D.B.y6o, PG. 668(WATERLINE) '�' / 9, 3 II / \■/�) _,B.10 P, (V / / / ♦ ♦ D. B. 339, PG. 548 3Y / D.B.DB2VS, PG. 544 (VT&T) J i / EX FENCE ` / ♦ D.B. 273, PGn5(VEPCO) 'T " �r/ ♦ ^� I t 'I %24' OAK I �/�Lu ��♦ I D B. 273, PG. 215(VE PCO) 11 l// D.B. z 8, PG. z (VT&T) `' EX ALBEMARLE COUNTY / I 1 ` 16" PINE W Q MANAGED SLOPE / OG / (TYP 6" D W OD S � � / EX TREES TO / ~ w 66 ♦ / / E REMOVED _ ♦♦� �i ICI � \ B O siE o I 3Y I �� L EX. STREET ♦ / /�♦ / XX,� LIGHTS TO BE I 7 EX. TREELINE 4Y i \ �' ♦♦ I 2}. 6" L10GW OR v REMOVED (TYP.) I / Q L \ . TMP 26B2 >F I / / LOT2 \ EX. DECIDUOUS& / O EX 8" SANITARY / * I I 0� DOGWOOD I ABDUB RA HIM; EVERGREEN TREES p 1 i EX. DECIDUOUS & i SEWER PIPE `� / HA916RAHIM; r♦ TOBEREMOVEWITHINTHISAEA y / I II I EVERGREEN TREES PAID 7 R HIM / TO BE REMOVED A 1 N TMP 45-26B1 � �` (� �� � I I . WITHIN THIS AREA , W 1 AMMAR ALSHAIKHLI / / 25427 A ' 6 j To BE REMOVED D.B. 542�G.39 PLAT)♦ s°" TMP z6 EX 2" PE a I 1 --- ---1.z8AC. / y'T ,�o.ee�3PG.689CTC c>) % / ) �� �� 5oSRIOROAD WEST, I I I -' I --I ` GASLINE II II EX 8" DIP PG. 286 D.B. D162,Pz P,G3280 MPFVA)/ / / ♦� �\ I 1 II� NE I , W g" AA i _ WATERLI D. _ �� ------ - _ D.B' 6o162766 66(EAS) ��. 1 ♦ I I II 11, IIID.B.WATERLINE EASEMENT MENTISTING I AF I NOTE: r _APPROX. LO-ATION OF I a F J / 4 , a( nF p a 1 �� RW$A SHALL BE ONSITE FOR UTILITY ABANDONMENT, AND ♦ D.B. 27A� PG. 542 (VT&1) I 1 z, I I I V J D.B. 213, PG 21$(VEPCO) a 1 , � 36" DEC. I I THE CONTRACTOR SHALL GIVE RWSA 3 DAYS NOTICE TO Q U i� �" / / / �♦ I / �� A SCHEDULE THE ABANDONMENT WITH THE RWSA -\ EXISTING SMH / / ' I ♦ 1 1 ` , Q TOP=538.18 N/ , I. �,� I I INSPECTOR. w (I"� ce INV IN=532.73 (8" VCP-NORTH) . / / / / � ♦ 1/ I 7 O INV OUT=532.07 (8" TRUSS PIPE -SOUTH) � � � � / / �/ � � � � � qA� � � � � � � � Y � � 6"SPRUCE � � � � � �I / \ / f I \` I CREPE MYRTLE I , V) Lew EXISTING MHDI i (� ✓ ` �QI� Lu 5 I TOP=554.13 / /� / I ♦� V INV IN�543.61 (30" RCP)00 \ 0 i� / / I /X� IV INV OUT=542.54 (30" RCP) I �/ "i- A --- / 8"HOLLY DOGWOOD ` O EX STREAM // I10i6EZC N �� Iy 1 O� A ANHOLE (� - \ X ^ /` I EXISTING 20' PRIVATE 24" DEC., - -- ENT �/ ------ DRAINAGE D BIN 3931, PG. 428 ---- \ u �� /III /� 10" RY- / �- _ x 1 ----------------- I; Al � I � �� � �� NO i 7y�� / 20' SANITARY �� / \ �, GRAPHIC SCA \ JOB i ^��� %' SEWER EASEMENT EXISTING DRAINAGE SYSTEM ZO22O2 INST. NO -_ INV OUT=539.08 (30" RCP) I // \ 40 0 20 40 80 SCALE 1„=40' ��,/ /� ------ �� A ) EX FENCE l IN FEETSHEET N0. �- 'ii 1 inc = 40 ft. _ 2 NOTES: NOTE: VISIBILITY OF ALL MECHANICAL 1. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL EQUIPMENT FROM THE ENTRANCE CORRIDOR ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO SHALL BE ELIMINATED. MECHANICAL INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR EQUIPMENT FOR THE APARTMENT BUILDINGS REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING ARE LOCATED ON THE ROOF AND SHALL BE SHALL VERIFYALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND SCREENED FROM THE ENTRANCE CORRIDOR. PROPER ELEVATIONS FOR CONSTRUCTION. THE HVAC UNITS FOR THE CLUBHOUSE z. WALLS WITH HEIGHT OF30" OR GREATER SHALL REQUIRE HANDRAILS - SEE NOTES & DETAILS SHEET 7. SCREENED WITH A FENCE, SEE DETAIL ON 3. A KNOX BOX WILL BE REQUIRED ON EACH BUILDING. THE LOCATION OF THE SHEET 7. I KNOW BOX CAN BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. \ ( )VDOT TD. CG-6 I PROVE ENTS FOR _ _----- — RIO ROAD -- _ (P) MILL/ OVERLAY--------------_ (P) VDOT STD. CG-6 IMPROVEMENTS FOR TIE-IN T E-IN CO NECTI NT ____-------- _ ROUTE _ _ VDOT STD. WP-2 - --- 16'w 130'L-------- (P) VDOT STD. CG=6----- IMPROVEMENTS FOR TIE-IN ----DISTANCE ANC CONNECTIONS AT ENTRANCE ACCESSIBLE ROUTE THROUGH THE SITE TH _------_-- ------STATE VAR. WIDTH PUBLIC R/W x VAR. WIDTH VIRGINIA TO CONNECTIONS AT ENTRANCE INTERSECT/NEAREST �___ O� 0 FTl -- - - ---- -POWER EASEMENT ---------- DB. 1690, PG. 25 --' ROq� D DOO BURN R WEST)g O PROPOSED BUS STOP -n __ _ --- - -- _____ ---- So - ,-, S NS SCOTT TT L w/SHELTER&BENCH. w TO BE COORDINATED =n 480' FROM INTERSECTION _ --___ TERSE T1IIN ______ --------------------- ___ ----- (P STONEf� D RETAINING WALL O C) No. 35791 WITH CATAND THE COUNTY& (1 _ _-- - - -- _ _ =- -----______ A ENTRANCE -CO IDOR - ��TREVEAL WITH HANDRAIt---- W ,� WILLMEETCATDESIGNSTANDARDS - __-- _--- - �� &GRASS - -----� 2/06/2 A`�'p 3 ---- � � PLANTING STRIP - --- ------___ —__- LOCATION OF RAMP FOR __UTILITY EASEMENT. - - i VDOT PROJ.-- '"111 VAR. WIDTH RIGHT- OF DEDICATION-] DISTANCE �- 44 O 2 VDOT STD VAR. WIDTH RIGHT- +�----�OF-WAY DEDICATION- --------___ ACCESS TO THE SHARED -USE _PATHWAY FROM THE ROADWAY SS 11C' ZONAL E VDOT STD. WP-2 PATH ALONG RIO ROAD - g,R L - - - ' ' • - i' -•' - .. _ �- --- VDOT PROJ.-------�_ DR A W • . •• . •y r'' ��r•�.:. .�r�, ^� ' • •`.:':'. • • . OH,' - -.,`� - - - - - -�_ PLANTING STRIP NE % •'.RIGHT-OF-WAY '•�',•.''••'•'.'••.''•'-•'• �' 16'w x 420'L SEE DETAIL SHEET + - - • . - ._ . �, DEDICATION - FIB • �•,. „ fV` -- --- - - - _ 63 _ - 1 p_ - i2: 415' SIGHT DISTANCE _ . •.. - � e .: 1 002 O VAR. WIDTH RIGHT- O"5'' _ �� '�•�•'••' •' •', •',PROPO§ED1a'ASPHALT','�'' / - (-� 'STOP SIGN - -��---------- ----- ---- O'SIGHT DISC =i �� , `-STREETSIGN. — ---_- - - - - - r _ _ _ - _ _ _ INST. # INST. # �' • 1 : • • . ; . ••'PATH ALONG RIO ROAD ' .-`• •�•� • ---- T'--. •T. •— . • .T:••�- :•-T NO PARKING SIGN'. •':• / NO PA NG SIGN': ti-'• _ LOCATION OF RAMP FOR �- - i :-_ . •>� : �r�. a':•" ••l • ' _ MA'X,F •I�1F•SETFA• - ---- ---- _ -- ACCESSTOTHESHARED-USE RIGHT OF WAY DED ICATION _ •' •=;fir'; ••. •.: •'_-'••'• 3' .•'. •'. •'. �.y. �� ti�'� - --____------__ �- TO ALBEMARLE COUNTY •'. •'. - •2 UNITA3 UNIT A3 UNIT B2 1\ •'•/' / •,-.'-i.: .. :IyjN_- - VDOT STD - Q- R ' •• . •• . UNITE • '.i \ /G .. �. F. -PATHWAY FROM THE ROADWAY .: - '�" - - -' .-. �)•'.• / �-- •R - FOR PEDESTRIAN PATHWAY (o.zS AC) E CG-12- (TYP) _., - _ •. '.(� .•' •' "a ETg`q•-:�-•: -- 1KE LAN J 'k '. • I - CK - �_ STING 4 B N • ': -'� '. •5E• • . • 2 � � ' � � _ �- ~ - ,- - . • T8�' , • . • VDOTSTD VAR. WIDTH PRIVATE SIDEWALK, EXI :; p3 UNIT 6 RETAINING CG-z (TYP) ACCESS & MAINTENANCE EASEMENT -WALL ': f>P - . • UNIt . •'. _ (P) PERvlous O �• ETBACK - - _ `;(F. . PAVERS _ _ '. •� - WALL •s•, r6. •' NSTR # •. F . 5 S �- . -�.: �-• :. APER _-� _::___. '. - STOP SIGN �.• :•. tP3 �' '.: '� 1a� •':.• / i =h\Qy � Z GHTTURNT VDOTSTD-R1-1 UW I I 65 :I• N �� - UNIT g2 BUILD NG # •' / m p � ADA HANDICAP ��• �� � 0 � ' _ \ 3 p0 R1 _ - ___ _ . •• . • j . • w . • '- 2 PARKING SIGN - Q 'NO PARKINGSIGN CG 6TTYP 8 W 4 STORIES �•.� _ __ �-`"�� STREET SIGN • . VDOT STD ADA HANDICAP 8,645 SF I �' - ~ ~ �..-. -• _�.•' 2 .< z APARTMENT UNITS G •, ISTANCE (TYP) Oiw I S ) F J �, bDOT STD 9 CJ 4�5 SIGHTD _, .• BUILDING#-, CG-1z(TYP) PARKINGSIGN I°I I' iZ 'j z o-� d LU m (�•f. Z 51 � CG z (TYP) � . • O a r,• F.1 z g • ,�hy�_ �� � � STORIES R21 IBBON CONCRETE • H J•'1 z AP RTMENT UNITS I ' N j•.. _ o 5� s O ' •• S � 8,645 SF $R UNITC UNIT A4 UNIT 52 UNITC � BUILDI G#/+ 2 :'�-•'• '—' �i • •' 'a r \ w �~ VDOTSTD ? F- �� .} :•'••'�•'••'••'�•'�•'�•'�••'• UWT 92 _ '.-'NO PARKINGSIGN •. f = �. ; :..:.:::.::.: AX FRa L ADA HANDICAP 7 /4 STORY SPLIT VAR. WIDTH VIRGINIA H NI i W UNIT , , 6, 2 A IT CG 6 (TYP) Q• W z •',�� g 35� BACK �� PARKINGSIGN q. '�"° •',BIKE RACK'. •'.:': 8 PARTIYI,ENT UN S 6 Nlt p -SET 5: _ •.,... - .mow ITsz .. 6 u+ M _ POWER EASEMENT � ,. .-:•ram':: '.•'.•' •' ,Tps � ,, m UN Q 8,6455E � O ':/:•.. • • • , . ' ' a DB. 1690, PG. 25 •' ' • • • RKINGui GN SI- • •. A If1 UMt M � } � � e ? .I• . 9 1s � n0 UMTG ., .. 16 � �' 8, _ / I I m 2 6' J '••• ''.�'. •: UN r m 3;Q 'ice .:./ I I I l z lZ VDOT CONCRETE fn VDOT STD STD BUILDING #1 'NO PARKINGSIGN VDOTSTD STEPS _: 'W •f..;'. - '- :\'• : •• : • ' P \ L TYPE B CGCG-z (TYP) ° ( CG-6 (TYP) ' 3 STORIES Y� VDOT STD az �' •: • :: 36 APARTMENT UNITS CG-z (TYP) - (P) 42" BLACK FENCING _253'R • ;\-' J• 12 075 5F \ a VDOT STD SEE DETAIL, SHEET 'P l / .•Nu,PARKING' SIGN4gc /�Q°- •' VDOT STD VDOTSTD 55PRIVATE ACCESS •'STOP SIGN '•O ' -- \.•'. \ TYPEBCG-1z CG-6 (TYP) 3. 22, CG-1z (TYP) ZgR "';P EASEMENT (TRAVELWAY "B") / .VDOT STD-R1-1 / 5i PRIVATE 0 •-. �• •'• -.-rt���•'.•'. 1. \ 'P - -- ---- D.B. 976, PG. 484. UTILITY EASEM NIT IT 52 ACCESS ESMT 9� � RETAINING / • \ ADA HANDICAP UN / _ •'g U. •.; W VDOT PROD. PARKING SIGN UNIT pa y E INST. #: 18 / - WALL VDOTSTD : • j•' kv . : • w 0631-002-185,C o1 I� DRN . - •. 6.• %\\STOP SIGN ^ c - VDOT STIR \ E�i�R v WA. -� . 4... O CG-z (TYP) '.••'I•' .1t'•'• ' SNIT a zo 4 CG-1z(TYP) PR�VPTETR vD\OTSTD / / 3RJ'' J J D R11 •• •.t`. c - .• .. O � � :`: - 6„OT > d /CGaz(TYP) ST r�ir� UNIT N gR s Q PROPOSEDio' N • :3 - • . • o? VDOT STD N N / ti LANDSCAPED BUFFER Lu / R CG-z (TYP) / � - • :� : ;: VDOTSTD 'NO PARKING'SIG 4� / / / Q p ADA HANDICAP •+ RETAINING / R� VDOT STD O / Q CG-6 (TYP) VDOT STD / CG-z(TYP) W __VDOTSTD N ••• .-::� •'. •' - 9 • L OPARKING SIGN tia WALL CG-1z (TYP) o / / y .� : •'. •'. 8' VDOT STD N \ ti� �\ - . ��' p q° CG-6(TYP) / TYPE BCG-1z 3� - ° COURTYARD J�* / /A fi K W/ FIRE PIT& / 0) g P BIKE RACPICNIC TABLES 18' VDOTSTDco/ / V O CONCRETE �" / / / = O TMP 45-26A1 1 TYPE B CGaz / / - • / 2�� /// O = Y GRASS 13 , HVAC UNITS W/ ? / / `j`f/ 1a `• J * STEPS /// / / ./ \ VDOTSTD 10 Q ~ EJMGARDEN,L -0� \ OVERHANG , /'. 2 5 SCREENING \ \ / / a ' ✓ Q CGaz (TYP) O hZ / 1.01 AC. /� ADA HANDICAP Si _ < � PARKINGSIGN v w - RETAINING O� J J ��xv/� \ m R o A CESSIBL g* //�r / WALL M (� 9 LUBHOUSE POOL EGRESS / J m / �� / c Z VDOTSTD �° _ 6,400 SF BUILDING '/// - � J� // . // G�V ��, / � - 6Y < 8 GRA55 ^ 9C7 � - - : I� ILL 9 13 CG-z (TYP) (P) MAIL KIOSK VDOT STD ,� � � -' -.. � / / / e.. / / g`R OVERHANG FUTURE LOCATION OF ..I / CG-12 (TYP) : ' (P) 42" BLACK FENCING t a• J� * ,LQ7/ / / Q�j VDOTSTD \ INTERPARCEL VEHICULAR �•Q- I SEE DETAIL, SHEET 7 / �� , ° /^ • ,� TYPE BCG 12 N ROAD CONNECTION TO TMP 45-z6B1 y6• \ 3� tl�) - \ VDOTSTD \ "•f�Y / J=* BU DING C) �"' / f J= * G CONCRETE- C (3o'WIDE ACCESS / CONCRETE d .c6.- // / / ADA HANDICAP STEPS v ) EASEMENTUPON ••'. \' CG-6 (TYP) / STEPS 4/5 STORY SPLIT DEMAND OF THE COUNTY) � VDOT STD 15 � VDOTSTD c 6o APARTJvIENT UNITS VDOTSTD TYPE B CG-12 9 - \ - CG-6 (TYP) 13 56o F CONCRETE J2 / /< / ° CV J z'GRASS CG-6(IYP) '> 6'- �� / J=* STEPS / O� / / f TMP 26 � • VDOT STD .- - OVERHANG / 5 RIO R J IT HANDRAIL, S RETAINING OR \ Q .. R- CG-z(TYP). �� / h / / / � 45 ( SEGMENTED RETAINING WA � - : •h / s * So ROAD EST, LLC H HA IL, SEE SHEET 7 F N TMP 45-26Bi . • R 9 :6 p la 11.67 C. DETAILS. MANUFACTURER: EAGLE N R AMMARALSHAIKHLI UNITE y POOL QQ to �� / % / Z i.28 AC. EX. 55' PRIVATE J., / / _ BAY, DIAMOND PRO ~� _ �0. 1,650 SF tQ' J� / y �/ / COLOR: JAMES RIVER 1 `•� WALLNING * ACCESS S6 SPG.6 EASEMENT // / //// VDOT STD �0 UNIT p2,• CG-6 (TYP) JS /: 3 7 59 �/ / COMPREHENSIVE / UWT g2. 2 - �0 / '� / / PLAN - LAND USE ADA PROJECT UMT� PARKING SSIIGNP 1a� IT.,, / jd ,/ / J=* DESIGNATIONAREA / BOUNDARY BUILDING # O VDOT STD \j\\F��l��" Z JJ / 7 CG-6 (TYP) �i '/ // : - B ILDI G #5 m PROJECT 4/5 STORY SPLIT CONCRETE / / / / J2 BOUNDARY 36 APARTMENT UNITS STEPS J� / / / 3/4 STORY SPLIT / - / 42 APARTMENT UNITS / LLf J J ® >Lu 7 7S5 RETAINING \ / / / Z z 8 SF 3• I %' i T SS, J e" i3,2 OSF% / WALL %P '.:',y', •: •� -: , ,%� RETAINING : ;.1. : '�,- VDOTSTD NOPARKING'SIGN / / // J� GENERAL PROJECT NOTES: WALL Q- / , •• .\ CG-12(TYP) o O L J ^� �' / i. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY UNIT 62* '' N/ `b ,•• j'l'• 3'R 9 //� / / / J= EX. 55'PRIVATE 4�`---ACCESS� CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION LL EASEMENT AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. % 2 , /J / / mP/ DB.3678, PG. 659 J C a URTYARD & z. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, Q w BRICK RETAINING •'•s S�M7 . R T STD / / Op / / • . ���/ vAR. WIDTH PRIVATE SIDEWALK, EWALK, GRILL AREA AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 2 '9 F CG-z (TYP) 8 b / / ACCESS & MAINTENANCE EASEMENT 1,90o SF / 1 REPRESENTS ONE PROPOSED PARKING SPACE. I-1 uwT e 6 / WALL (MATCHING CF /a O /. / a , •" / �/ NSTR. # 3. U PROPOSEDid -g' - CLUBHOUSE)SEE d , �oj mti 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". W LANDSCAPED BUFFER ARCHITECTURAL PLANS ;� / ,f F / Q �/ = J PROPOSEDio' 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 Q SO 3R VDOTSTD 6: 1a: VDOTSTD /' / ��/ /JG - - J LANDSCAPED BUFFER LBS. . • N� .< �/CG-6 (TYP) O CG-6 (TYP) 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES ABOVE AND BELOW GROUND LLI VDOTSTD 5�. TRASH COMPACTOR&6 HIGH \ N / /` / •f ' ' \ CG-z(TYP� BRICK ENCLOSUREw/ SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT z'x1y' CONCRETE APRON. RETAINING / CONSTRUCTION AND UPON COMPLETION OF THE PROJECT •'• . • BIKE RACK _ - SEE ARCHITECTURAL DRAWINGS SIGN F�F / TO THE FULLEST OEXT NOT POSE BLE. • , • • • WALL STOP SIGN J? T STOP SI M VDOT STD -Rr1 SEE SHEET a FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND (P) SEGMENTED RETAINING WALL _ N / ,e •• : •' z' GRASS � VDOT STD -R1a '. BIKE RACK _ - 7 Lfi u) WITH HANDRAIL, SEE SHEET 7 FOR ' • a �'F' 19 (P) SEGMENTED RETAINING WALL OVERHANG BOUNDS. DETAILS. MANUFACTURER: EAGLE WITH HANDRAIL, SEE SHEET 7 FOR / / 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. Q BAY, DIAMOND PRO •.'.\ .: o' 4 DETAILS. MANUFACTURER: EAGLE TMP z6 .� d / R / >>,, 1,zoo SF g. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE W COLOR: JAMES RIVER "a BAY, DIAMOND PRO 45- ,n •• : �'• .: PROJECT 505 RIO ROAD WEST, LLC s / `' VDOTSTD Q / ° . • (P) 4z" BLACK FENCING J ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE z LLI L� BOUNDARY COLOR: JAMES RIVER �/ < CG-1z (TYP) O O ENTRANCE CORRIDOR. n/ •\ 20 \ P 11.67 AC. / / SEE DETAIL, SHEET / LL PROPOSED 10' / /� / / 13 CONCRETE �� 1o.ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE k' ti 5 LANDSCAPED BUFFER e? VDOTSTD O STEPS F BUILDING PERMIT. WALLS EXCEEDING FEET IN HEIGHT REQUIRE A STAMPED Y GRASS /� 15� CG-z (TYP) 4 OO VDOTSTD OVERHANG VAR. WIDTH PRIVATE SIDEWALK, / � y ENGINEERED DESIGN FOR THE WALLS SYSTEM. o CG-6 (TYP) 1 a / BIKE RACK / 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1,1985 MUST HAVE AN ASBESTOS ACCESS &MAINTENANCE EASEMENT \f SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS J OVERHANG \ 6 NSTR. # \ // 9, F / REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR LL.I ~� LOCATION OF EXISTING 9' i ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 0R ro� / TMP 45-z6Ag 0 VO l j . •'RETAINING'. / \ WALL- ✓ / PROPOSEDid /LANDSCAPED BUFFER 1 / INTERPARCEL VEHICULAR OAKLEIGH ALBEMAR 12.ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BYTHE APARTMENT 13 ROAD CONNECTION / / COMPLEX. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE TO TMP 45-26 / ` :� / VDOTSTD / 0.20 AC. WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS WITHIN THE APARTMENT !!QnLu CG-6 (TYP),COMPLEX. V J 13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC Q • FUTURE LOCATION OF / USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL O zo' I $Mi INTERPARCEL VEHICULAR / BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE CV ACSAWATERLINE PROPOSED10FT R� ROAD CONNECTION SANITARY SEWER IS A PRIVATE UTILITY AND NO EASEMENTS ARE REQUIRED. EASEMENT I LANDSCAPED BUFFER 9Ck R TO TMP 45-2681 14.ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) u / DB.976, PG.484 I z' GRASS 9 (30' WIDEACCESS / SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. ( l I OVERHANG I• . •' EASEMENTUPON / 1S.THE TRASH COMPACTOR AREA SHALL ALSO INCLUDE A RECYCLING BIN FOR THE `J I I j DEMAND OF THE COUNTY) i APARTMENT COMPLEX. 16.SEE SHEET 5 FOR DESIGN OF THE CONCRETE STEPS AND RAMPS. w �i VDOT NOTES: d z. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT GRAPHIC SCALE NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. JOB NO. z. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY 202202 30 0 15 30 60 / WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR THIS DEVELOPMENT ARE UNDER SCALE / CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. NO MOT PLAN IS ill = 301 / REQUIRED AT THIS TIME FOR THE IMPROVEMENTS AT THE ENTRANCES. ( IN FEET ) 3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY SHEET NO. 1 h - 30 ft AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND 3 lnc - VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. 11 \ \ CHARLOTTESVILLE INC \ ----- \ TMP 45-25E TMP 45-30J �LTH Q�� \ HOWELL, GWENDOLYN - — \ _ - _ - - _ _- f-- MOBILE PARKS OF � H & JUDY D CHARLOTTESVILLE INC _ - _ - zz' D.I. RWSA WATERLINE I �SCOTT R. LINS'Z No. 35'791 ------------- r. TMP 45-25H v / � � � - HOWELL, GWEN H & J 9 -- ____ ----GAS LINE CUT EW 8" D.I. WATERLINE � � I / ACSA EASEMENT - -LINE REROUTING THRU SITE 8 EXISTING 8" G.V.AND_______________ �0 2/06/23 w v WENDALL HOWELL i / 8 .V_ \ D.B. i67o, PG. 5u- 4'-4----- ------ - - - - BEND --- ---- - ----------- - PROPOSED z" PE GAS / - - - CON NECT TAT " _ _ g 45° J SSIONAL E� - -- -- - -----•--- ----- — / VARIABLE WIDTH.--•- -- _._-- - ___ - - - _ - / - - -"-- - EXISTING VAR. WIDTH UTILITY - \ VIRGINIAPOWER - WV _,____- - -- _ __ A M CE DOTPROJ. - -- TMP 45-25B / \ - ' _ _ --- EASEMENT _ o63i-ooz-i85, / D.B. z6go PG. z5 CSo E(EX (EXCEPTION #io, #i-- - -- ELPIDIAGAONA ,� ' 31 - - -__ VIE 6 _� _ _ _- ----- _ ") : - ----- --- -_ HP RO NSOF4A ' , .1-'''` - ------------- --- TMP 45-25D % / �(] RDEN Q\U pH) _ ----- - --- -- P i - - CONNECTPROPOSED8"D.I. EVJ p1( BICKEL, MARY C WATERLINETOEXISTING RWSAiz" VAFL\A ,_'' - —� _ �s� •N. l I �� I ./ - "` �_ -; D.I. WATERLINE WITH 12"X8' T.S.&V. --- - --- -_-��- 00, w• _ / _ / ' • j _ — ° UNIT A3 UNIT B2 I 1 I , — _ ... I f � -- '" TORM _ ,,,��- -;%-� •_ ii �I f 20' PUBLIC - iz" D.I. RWSA WATERLINE _ � - � I I - 1 WATERLINE, EWER ENT zO J N AND PRV O THE DOM TIC WATERLI �I i A M P D I ) "':I II I j / ALL WITHIN B NG f . I VARIABLE WIDTH .-/ a / N\jP3 FIRELINE P)(8"-zz.5°BENDUILDI BUILDING 3 II ! j j z w z VIRGINIA POWER = .,'' z \\ O w u I al o EASEMENT ,- M �z \ UN\SB (P) z. "TYPE K COPPER 6" SDR z6 PVC SAN. LAT. Z m `, ,"„ \ VICE LATE o%, EL i ry �"� z a D.B.i6goPG.z5 i P \\ - \\ BUILDING 2 ATE(P)zR5"IWATER LATERAL 37LFQa s EV.538.55 i i.a m p a •F C .hp =- / �\ W BUILDING 4 z (/� Ln �, \ y2 \\ METER VAULT uNlrsz uNlrc I � a m ;• „ , (P) 8 xy TEE uwr c ! ) cC _ ( UNIT A4 I a I '--' ` „G.V. (P)i.5' WATER (P) 8 xy TEE 4 METER VAULT a I� i , e W - P � 4,� m� � \ \\ 50 _ j (P) 8"xy"TEE > \ \ LOCATION OF RPZ ON DOMESTIC N\ (P) FIRE HYDRANT. _ a �p DR z6 PVC i 30 4" G.V. _ (P) 2.5 TYPE K COPPER u ASSEMBLY WIS x6 TEE - (P) 6' S / �i " WATER SERVICE LATERAL> \ WATERLINE, DDCA ON THE FIRELINE, sz RIVATE SANITARY �, (P) z' WATER UN0 • - \ C AND PRV ON THE DOMESTIC WATERLINES & 6" G.V. ATE [ z ETER VAULT (ALL WITHIN BUILDING) ,,-' ,,```RAL 3/ /_L I SERVING BLDG. 4&5 \\ \\u "° '• - MN-e �. 11/ R[ F I I (P) 8"xy"TEE �'... -- - - .1 - / WATERLINE,N OF RPZ DDCA ONOTHE DOMESTIC FIRELINE,STI(P) z. TYPE K COPPER -' »/ g �F 2 I� P 5" 20' CSA UB IC �, ll\I I I r O z 5" TYPE K COPPER \ \ WATER SERVICE LATERAL: TE LINE EAS ME T _ :�' W4--iF . 4" G.V.. WATER SERVICE LATERAL / AND PRV ON THE DOMESTIC WATERLINE \� �\ , (P) S"x4"TEE �;�,,1, p (ALL WITHIN BUILDING) \ \ i as 6" SDR z6 PVC SAN. LAT. y" G.V. \; - ` I I 6" SDR z6 PVC SAN. LAT. gz \ k -7 ,-; \',� � J ti 42 LF Qa zo%, ELEV. 545-04 6 uN\z BUILDING 1 \\ \ �\ P 5o LF Qa io%, ELEV. 537-56 /� PROPOSED 8' SDR z6 PVC (P) i 5" WATER aG t �, '' i" j,% a METER VAULT \ N� \ (P) 8 xq"TEE �(P) 6" SDR 26 PVC ,,,/ j= PRIVATE SANITARY SEWER (p) 4" D.I. \ � LOCATION OF RPZ ON DOMESTIC \ �j 4' G.V. RIVATE SANITARY /" j' li \ � �� _,` i �, ` DC WATERLINE, DDCAON THE FIRELINE, , LATERAL /" S�sjj' \ \ I \ ` \ \ �• AND PRV ON THE DOMESTIC WATERLINE r, \, /" (p) 6'x ' TEE- j p\ 4 FIRE LINE. (ALL WITHIN BUILDING) (P) 6' SDR 26 PVC /^'i� (P) 8"x8"TEE "� 6"SDR z6 PVC SAN. LAT. j' ,4" G.V. 46 LF QB io% ELEV. 536.13' RIVATE SANITARY ��^ ,%_ \ z V \ 0 \ LATERAL 6/;%` \ ' u 8n G( (P) 6" SDR z6 PVC •�• ..p/ y" 5 / G.V. 1 _PRIVATE °(p)6„x4' TEE �' /� ' zo SANITARY ° • (p) i 5" WATER �• \ . • \ \ LATERAL -._mrym METER VAULT i 3� -� LZ <c/ 00\t c (P) 6'x4" TEE., ' /" / •/ RIVATE SDR 26 SANITARY Z N / 7 y" G.V. (P)� 5" WATER FDC / . • j /� LATERAL Q I L (P) z.5" TYPE K COPPER i l /#1 lZ Lu -' \Np",. \ P ER\\NE \ P 0% WATER SERVICE LATERAL �i / J / ` FDC 6" SDR z6 PVC SAN. LAT. ; , (P) 6" SDR z6 PVC W \ \ O 3"TYPE K COPPER 67 LF dal z.o8%, ELEV. 537.89 z PRIVATE SANITARY O TMP 45-z6A1 14 \... \ \ " •. g (P) 8'x8"TEE WATER SERVICE LATERAL tt�� i LATERAL �"� O i \ V \ M /TI ,! i / / EJM GARDEN, oR AC 'LLC z 8"X6' REDUCER � � 6" SDR 26 PVC SAN. LAT. ^^ � LOCATION OF RPZ ON DOMESTIC � d � ti 1..1 ''/'',z_8„ G.V. 6: \ 6g LF QB 5% ELEV. Z WATERLINE, DDCA ON THE FIRELINE, 54439 Q M (P) FIRE HYDRANT \ r \ \\ \ AND PRV ON THE DOMESTIC WATERLINE m i ' / / (P) z.5' TYPE K COPPER s� C••� 1 1 1 ASSEMBLY W(6"-go° BEN ` \ �\ \ \ , \\ \\ \ \ �' (ALL WITHIN BUILDING) = i / WATER SERVICE LATERAL O ■ & 6" G.v. \ \ CLUBHOUS \ (P) 4" D.I. o P 4 D.I. FIRE LINE116-11 FIRE LINE � " / I mti`O �(/ / � CY) \" ,,. •.;-" (P)i.5„WATER i METER VAULT \ \ 36 ti / FD ' \ \ \ \ \ 6" SDR 26 PVC SAN. LAT. a J2` r (P) FIRE HYDRANT 35 LF Qa io%, ELEV. 532.22 o �_ / ` ASSEMBLY Wl8"x6"TEE O (P) 4" D.I. \ hy�qq o" j / & 6" G.V. TMP 45 z6 O FIRELINE \ \ U� BUILDING 6 505 RIO R0 (P) 2.5" TYPE K COPPER rP m 6 LEST, LLC / CN WATER SERVICE LATERAL < \ \ - (P) 6" SDR 26 PVC ��� i / I / r (P) NEW 8" D.I. WATERLINE RIVATE SANITARY r m LATERAL � �� �� �� � � CUT EXISTING 8' W(LAND z =" LOCATION OF RPZ ON DOMESTIC 4 a2 �y0 CONNECT AT8"G.V. WATERLINE, DDCA ON THE FIRELINE, / LLI \\ \ POOL �� /.�0 j / it TWO 8"-45° BENDS AND PRV ON THE DOMESTIC WATERLINE J (ALL WITHIN BUILDING) J_ TMP 45-26Bi AMMAR ALSHAIKHLI \, / ' ° i PROPOSED H U GAS / jP i/ i BUILDING 5 �_ U) 1.28 AC. uNi \.. \ \ \ - • r` LINE REROUTING THRU SITE � � r m Lu z \ \ \ PROPOSED 8' SDR z6 PVC L9 I- . uN\-\ez uNs pz DC PRIVATE SANITARY SEWER "\!\ ° /� -•' ° r Q A\. - 0 LOCATION OF RPZ ON DOMESTIC / / / "; /� / _ / _J C r WATERLINE, DDCA ON THE FIRELINE, AND PRV ON THE DOMESTIC WATERLINE A, (ALL WITHIN BUILDING) Q I "I MATCHLI 5£THIS'SHEET U 6" SDR 26 PVC SAN. LAT. / / / 41 LF Qa 5%, ELEV.5z6.zo / a / / A EXISTING 8" D.I.WATERLINE \ BUILDING 7 Q W (P) 6"SDR z6 PVC • a / � " // / `� r i 0 � �� uNv�ez : PRIVATESANITARY / �/ / / as / � C) LATERAL % " „ / v/ 10 VAR. WIDTH -� /j �� / r\\ \ /�' w i FACILITY, ACCESS ANDS, MAINTENANCE EASEMENT , /a i , v ' INST.#: TMP 45-26 (P) zo' SANITARY SEWER 505 RIO ROAD WEST, LLC 36 i3_67 AC. a ��� i� AV \\ / THE ACSAT DEDICATED TO L / V A INST.#: W PROPOSED 8" SDR 26 PVC Q , ' 1 EXISTING UNDERGROUND POWER \ \\ PRIVATE SANITARY SEWER 0 . ■ 60 TO LIGHT POLES TO BE REROUTED 63 WITH PROPOSED DEVELOPMENT / \ TEMPORARY GRADING CD AND CONSTRUCTION 0 O \ FEASEMENT CN H� INST.#: \ TMP 45-26A9 \ \ / / \j u / OAKLEIGH ALBEMARLE, LLC o.zo AC. / L \ \ v EXISTING zo' SANITARY SEWER EASEMENT C F DB.8 8 PG.6io °J EU GRAPHIC SCALE CONNECT PROPOSED 8"SDR z6PVC \ 9 a \ / EXISTING T ACSA WATERLINE PRIVATE SANITARY SEWER TO EXISTING \ \ JOB NO. Ln 30 0 =s 30 60 ASEMENTD.B. 6 PG. 8 SANITARY SEWER AT EX \ / (P) zo' SANITARY SEWER 97 , 4 4 ; \\ \ 202202 / EASEMENT DEDICATED TO � i ACSA (EXCEPTION#zi) \ \ y THEACSA INST.#: ( IN FEET) , / \ SCALE / �\ J �EXISTING ACSA SANITARY \ 1 inch = 30 ft. � � III =301 SEWER EASEMENT DB. 976, PG.484 \ SHEET NO. MATCHId�VE -SEE THIS SHEET � , - \ \ $'\e' IIIIIIIII■„IIIIIIII■„ „ , IIIIIIII■„IIIIIIII■„"„IIIIIIII■„IIIIIIII■„IIIIIIIII■ i /'' \ \✓..� EXISTING Mill 4 \ \ -----��. --------------- \ \ \ TMP45-25D \ BICKEL, MARY C \ \ TMP 45-25E - _____________________ __ TMP 45 30J HOWELL, GWENDOLYN _-- f H&JUDYD MOBILE PARKS OF \ �� -- �� � CHARLOTTESVILLE INC c r o --_EXISTING RIO ROAD STORM TMP 45-25H / ` - TIE INTO PROPOSED STORM HOWELL, GWEN H & J '-� _SEWER SYSTEM. RECONNECT o WENDALL HOWELL / � � UNDERDRAINS TO STORM INLET ' - - - - \ WITH IMPROVEMENTS _-- _ ---- - -- - \ RIO ROAD STORM - - - ---- `- ------------- EXISTING•--____--_ \ - - - - _ - P STONE FACED RETAINING WALLI STRUCTURE PIPING TO _REMAIN- - i � - -- 551 SOTC ss18]TC 552 qq _- - _ - - ALONG ENTRANCE CORRIDOR _ - 550.75 rc 35------- -- y\/ ._ 1 FOOT R ----- / ss065 Tc - --- ss on - O REVEAL WITH HANDRAIL CSC, TMP 45-2SB \ / ROPD _ � � -; � --� •- sz.33 Isszba z.eo --- ----- - _ .� --- - -----'-- GAONA,JOSE& \\ / �O -/ `\ �' - Tc ____ EP 552,I."E R,.- ELPIDIA GAONA SS6.JS TC - -- -- - ---� -----_ _ I �" WVI w ,H. _ csw >ssas6r --�-L VI I ura- p,a 1 _ o . l 55 .14 -_ - - 559.3 559.4 8 TC i = / / a' S49i9EY 'u- &°nm��--- .`�c-- �_�a_�_�, '. r 6 \. L./ -/ 4g VOW ' - 54a.50TC 548.32 II s4s.°o Ev PROPOSED ADA ACCESSIBLE - PATHWAY ( ) P Y TYP. COTT/R. Cl,�LLINSZ No. 35791 2/06/23 s 3%I- /-.. ss 1 U I \ j1 I'll s61.04jc Z -- �� 560.Sd EP / J 5a85iEP _ 3 � Q ° 9.Jz / / UN\S 52 UN\Z p3 - / / F EILJ 16 SO I A II jl N 0.7s W d EXISTING RIO ROAD STORM ; - °8.4 - \ I ! ! li 6 ss s m wo.n O m I s 54a.29£ �. BUILDING 2 \ \ < I III w n STRUCTURE AND PIPING TO REMAIN , - / 083 \ FFE-545 a o Z i - � C = / /� � � 1 v .67 � / sass° UNIT` C II i � � I I " / o -_ � TC�� _ GFS , ,.o �' � �- � -- � A\ \I ' _ ___�I6H PT / S wbso UNIT A4 4a _< sJa _ \ \ ` VAR. WIDTH STORM WATER - 1'' UNITC - _ _ - I 1 559.44 / fio.fi0 C O / 548 08 E % _ - i - - $ / �/ "\ I'-Ia I - 60.10 P / h-I Q `N \ ;MANAGEMENT FACILITY, ACCESS ` / i ! 4 zs' I °. I )' M = 4.31 91 . 3.1W. 63 Pia .92•.%. �46.... /� 28 I , a 99.1.. 59.05 TC AND MAINTENANCE EASEMENT Q nie seosorc BUILDING 4 FFE 560 75 � . ° saTc 6 aTc FFE=550.08 z 54841 TC I aN INST. #: i - s44 JS M •° - � � _ � s59.60EP � s4635T - _ 545ID UN\ZC - 'a 3549 �9JT ���� OEP sa585E w / I I I 0 - \.\\Z BZ i V • \ � L1%• 5 .60 Z- 5 600 EP 546. T {' 3 sas. z v E , ,...... ......... �-..- °: � -s4ss0 _ I I • S s4s.09 E . /" :% �•\,�- �.. �., �� / ua. 4e 9.a0 e I PROPOSED CONCRETE RETAINING WALL WITH / BUILDING 1 .�g2 UN\t @.,• UN` FFE=544.8\f 1os Pa as • - s0a / HANDRAIL(MAX HT. 1o') a4 ss0.3r d� ' \ T% \ s44s Tc PROPOSEDTREE .sae \. �• /�� s°is 4z 93 Te g / ) Ev / - N // s s - 1 ROTECTION FENCE °°. / 1 A, . s4F C i -:� 1iEP `./V ` jp - s4zzsE 4z fio EP / AT LIMITS OF CLEARING v _-> _ - , - _... - � / / 2s o. ° 5 .6 $a19to UN -. o S. \/ / / i / .63 EP ��, / _ 542.93 TC /✓... JO % W N Q O .W ZS .6 g5 •• ° 544:63 TP � -'- i /./ �:-' / \` 543.4 P 1 / / _.I n( / 549.38 U %.a\ 4J5. .2 EP - , '\- % /y�" •« 5538. '1 ,; MH-J 4.12 TC / / 44-, ,�.��. C W C/ P0. osw- . l LEPs53.66 _ __ s .a •d.z °. -'� JI - za �a3. � B av 3a9.os l G 8 5445 TC 54 13 TC >, ��41.]0 /9 ...5� •_ 13 - � _% o � / �V •. - ,.. � � az,6iT s/ -.z / sa9.J / ss '-/ss3so / • - • ' s z:33' - � PROPOSED CONCRET � 9a / , ` / 552 �5 9. l% o 44 RETAINING WALL WIT s alzTc HANDRAIL MAX HT.1o' / -ems �: J / FFE= 542.50 ` TMP 45-26A1 s53.1 EJ % /�� M GARDEN/ LLC L9 �' /i' �-_' / \ \ \ sa°]1 EP 541.2 /: Q o o � / •$ mil' .y / � \ \v , : • -: s2 .. 03.1fi / 553.83 J3 / / ' ' / I /� � / '�/ / / / - Ss3.36/ / � O �l / / 1.01 AC. g �� 1 \ '' \ \ / / \ \ .yo ' - / / � % � � � .. s43.00 TC •. _ / / ^ /� /J ..24 z� szee / LOW .ATZ � � � � / .] /¢. .mI 3.COTC 55a 99 h� P - � � J� / /°/:.. / � 2.00 � 52.6J EP Ss9/ FP � / , \ \ o ° / / a EP : ( (P) SEGMENTED RETAINING WALL \ A 4& / 562. CLUBHOUSE I / - 2 c� � s41 / /� tim 3 6 � '" 54. % � WITH HANDRAIL, SEE SHEET 7 FOR � A � � Lu // FFE542.50 - o ? ss3.a3 /�-''I �`� l :. ��' DETAILS. MANUFACTURER: EAGLE � v / �\ k 53 // _ � _ , . � 3 z 5 .>o BAY, DIAMOND PRO P / \,- :.. / \ 6 a a3.00TE s COLOR: JAMES RIVER \ \ BRICK RETAINING a " D-- 'Ja 5 C� 3� s0 WALL (MATCHING osa Qas / C. 20' PUBLIC DRAINAGE 94 s35. EP CLUBHOUSE) SEE , EASEMENT (RIO RIO ROAD //y TMP -26 / ( ) ARCHITECTURAL PLANS h s /' e' 52'ao / 5o5 RIO ROAD WEST, LLC ,' P N '_^ \ V 1 -- � STORM DRAINAGE y s3a � -#, BUILDING 6 0 �' � - INSTR.#: ,� a3. c z FFE=553.83 a3 / / ii.67AC. O 39.31 ', \ ', PROPOSEDPRIVATE E -s43. 3 '�2 562.6J eas' / A5a,� FFE=542.50 ' �', i � / --__� �/o . • � "' � CN 1.79TC 591: 54090-5� I, U783TC 43: Tc ° °. Z 550.6113 y ���/ / J� 560 5<. •sso.as ° </J�p ,� 587.50 EP ° - Z ' s42.6] E HIGH , , 552.00 562.6J / _ •o X �/ / TMP 26B1 1,78 45 40T lv4 - `6j\t 82 � � I •_ SEO�` � 16 ss3.83 N \ „ a3. /s1. FUILDING 5 6oss 666 L Z AMMARALSHAIKHLI '� ,43 - "� sa>� � \ v v �' � _ m sx�'" / � _ I ' 5 - ° / ° .9z / 's ssz.0 F ,� 1. 1 SEGMENTED RETAINING WALL J 1.2B AC. s o.Ja c - 3sw ' . 54 ,- 3- - V A 1 ;.g s / rc a,^ z , FFE 52.00 0 WITH HANDRAIL, SEE SHEET 7 FOR J 34 / DETAILS. MANUFACTURER: EAGLE i �® �° / sg0.9s 54 / •\::. A V a` / _ ° aa. -Tc �43.&1 Ev aaa6 y^ / z ' �' Iss /BAY, DIAMOND PRO ,� W PROPOSED CONCRETE, wiz-,y,.AV� bzbJ COLOR: JAMES RIVER \ \ - \ax ' J o� �i ' / ¢' / LLJ \ _ A �� � 4a.65 RETAINING WALL WIT \ n s3.e3 / / Un s ° s. s'0.� ssl / PROPOSED CONCRETE HANDRAIL (MAX HT.10')', \ \\ / -RETAINING WALL WI I Irl \ ` s44sa �q s0.o0 / 2 Q TMP 26A6 '� O < 0 HANDRAIL (MAX HT.1o')' - \ \ ° 544'3 � `9� < / d / � � o ' Q PROPOSED TREE / . BUILDING 7 1 \.• s3 seE \ -- 5a4.40 ` 50 P .e] s6 1 g�j-* r = OAKLEIGH LOFTS, LLC J PROTECTION FENCE E=5 2.00 6 / o.66 AC. ss3:fl \ AT LIMITS OF CLEARING F E-531.3�3 � �' .,; / s6 °� �/ / sfi Q / / SUN g2 12 MIA-4 Y?' �� ��'' ' -� �^ s6 s9 /7- _6 \� ° C) W/ I'1 (J a (P) SEGMENTED RETAINING WALL WITH HANDRAIL, SEE SHEET 7 FOR UNv� (P) SEGMENTED RETAINING WALL \� /' / �� a �'/'� 49. /Lu Q DETAILS. MANUFACTURER: EAGLE i WITH HANDRAIL, SEE SHEET 7 FOR ,,. „' w \ _ Q - BAY, DIAMOND PRO � s3 zsEv l / 10 � DETAILS. MANUFACTURER: COLOR: JAMES RIVER �1.16Tc / / BAY, DIAMOND PRO 5 :66EP / / COLOR: JAMES RIVER / }62.6 ' � o ul U �I I 4 i</°.� .sel.eEXISTING VAR.WIDTHSTORMWATER OFF -SITE MANAGEMENT FACILITY ACCESS BIOFILTER Lu AND MAINTENANCE EASEMENT WP02017-00023-�, � LL INST. #: VAR. WIDTH STORMWATER� �G / ' / TMP -26 45 6 0 O55 / MANAGEMENT FACILITY ACCESS \ :i� � � / 3s o RIO ROAD WEST LLC � '�° / / sas. z (n AND MAINTENANCE EASEMENT = O� 5 5 11.6 AC.MENTEDRETAINING % O INST. #: / / / 7 DETAILS. MANUFACTURER: SEE SHEET EAGLE s WALL ss eEP TMP 45-26A9 o / O / WITH HANDRAIL, SEE SHEET 7 FOR s +, \ t-� / OAKLEIGH ALBEMARLE, LLC / w 6 BAY, DIAMOND PRO � / o.zoAC. \ PROPOSED OUTFACE TO EXISTING STREAM / / MHa I COLOR: JAMES RIVER / /' sse 0T_ VDOT STD. EW-1 WTIH 24" OUTFALL PIPE \ , i ,' / NEW TEMPORARY GRADING / / -� I /6z Q w I j / /' AND CONSTRUCTION EASEMENT / AT ELEVATION 512.75 (� I VDOT STD. EC-1 CLASS 1 RIPRAP PROPOSEDINST. #:TREE WITH GEOFILTER FABRIC UNDERLAYMENT 5� vI ROTECTION FENCE / 9 ' / (d5o=6" MIN, D=2.5', W1=6', W2=23', L=11') AT LIMITS OF CLEARING \ Omax=20 CFS (P) SEGMENTED RETAINING WALL - / MH-2 -h WITH HANDRAIL, SEE SHEET 7 FOR DETAILS. MANUFACTURER: EAGLE I BAY, DIAMOND PRO COLOR: JAMES RIVER I \ � I r / NOTE: NO PARKING LOT GRADE SHALL EXCEED 5% A 20'SANITARYSEWER ASEMENT \ INST. #: / I '2%s5fi.89 55JJ((/ 6 556.51T� V GRAP C SC 30 / 45 30 6o oJOB w PROPOSED TREE / ( IN FEET) ROTECTION FENCE 1 inch = 30 ft. 202202 N0. AT LIMITS OF CLEARING SCALE i 1 "=30' 1 SHEET NO. / �� 5 County of Albemarle Community Development Department - Planning I'IRGIN�p' � Andy Reitelbach areitelbach@albemarle.org Telephone: (434) 296-5832 ext.3261 ORDINANCE NO.22-A(10) ZMA 2021-00011 THE HERITAGE ON RIO County of Albemarle �• Community Development Department - Planning �IRGIPII¢ Andy Reitelbach areitelbach@albemarle.org Telephone: (434) 296-5832 ext.3261 RESOLUTION TO APPROVE SE 2021-00041 THE HERITAGE ON RIO September 20, 2022 Valerie Long Williams Mullen 323 2nd Street SE Charlottesville, VA 22902 vlongPwill iamsmullen.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; 04500000002662; 04500000002663; 045000000026134 and 045000000026135 in the Rio District. The Zoning Map Amendment was approved by the Board's adoption of the attached Ordinance No. 22-A(30). 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: AN ORDINANCE TO AMEND THE ZONING MAP FOR PARCEL IDs 04500-00-00-026A2, 04500-00-00-026B2, 04500-00-00-026113, 04500-00-00-026B4, AND 04500-00-00-0261115 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 2021-00011 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. I, 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. • compliance with the approved ZONING MAP AMENDMENT Mr. Andrews Y _ • approval of and compliance with a SITE PLAN; and Mr. Gallaway Y • approval of a ZONING COMPLIANCE CLEARANCE. Ms. LaPisto-Kirtley Y _ Ms. Mallek Y Should you have questions regarding the above -noted action, please contact me. Ms. McKee) Y _ Sincerely, Ms. Price Y Andy Reitelbach Planning Division Senior Planner II Cc: GW Real Estate Partners LC C/o William Gordon 145 Ednam Dr. Suite 100 Charlottesville VA 22903 will@gwrepartners.com Charlottesville Rio Road Apartments LLC 110 Draper Rd NW Suite B Blacksburg VA 24060 WWW.ALBEMARLE.ORG 401 McIntire Road, North Wing, I Charlottesville, VA 22902-4579 ROADWAY CONSTRUCTION GENERAL CONSTRUCTION NOTES 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OFTHE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENTTO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR Q. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. io. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUTAND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 23. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OFTHIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. Clerk, Board of County S06rvisors DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (i) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (2o) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 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 io, 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. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I II OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENTTHAT THE SURFACE COURSE IS APPLIED PRIOR TO 6o DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 Qa 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. INSPECTIONS NOTE - MANDATORY INSPECTIONS ARE REQUIRED AT THE FOLLOWING PHASES: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. V. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. ALBEMARLE COUNTY September 20, 2022 GW Real Estate Partners LLC C/o Valerie Long Williams Mullen 323 2nd Street SE Charlottesville, VA 22902 vlong(o)wil I iamsmullen.com RE: SE202100041 The Heritage on Rio Action Letter Dear Ms. Long, 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; 045000000026132; 045000000026133; 04500000002664 and 045000000026135 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 GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER TO BE ACHIEVED. 6. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFE PART 1926). WWW.ALBEMARLE.ORG 401 McIntire Road, North Wing, I Charlottesville, VA 22902-4579 RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES (April, 2oi6) WHEREAS, upon consideration of the staff reports prepared for SE2021-00041 The Heritage on 0 SC OTT /R. >LLINS� Rio (in conjunction with ZMA202100011) and the attachments thereto, including staffs supporting � No. 35791 analysis, any comments received, and all of the factors relevant to the special exception in Albemarle County Code §§ 18-4.19(5), 18-8.2(b)(3), and 18-33.9, the Albemarle County Board of Supervisors hereby ��20JN06123 finds that the proposed special exception:L E�Gt (i) would 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 15-foot stepback requirement of County Code § 18-4.19 on Parcel IDs 04500-00-00-026A2, 04500-00-00-026B2, 04500-00-00-026B3, 04500-00-00-026B4, and 04500-00-00- 026B5. I, 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. Z Clerk, Board of County Suevisors 0 m Aye Nay � Ln Mr. Andrews Y O LU Z Mr. Gallaway Y Ms. LaPisto-Kirtley Y O Q Ms. Mallek Y V F Ms. McKee) Y W z Ms. Price Y 0� .. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION i.o, ADOPTED IN DECEMBER 2oi5, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT @ 434-977-297o, EXT. 2o5) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. S. ALL WORK IS SUBJECTTO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN too FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN ioo FEET OF ANY OPERATIVE RWSA SWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 1o. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) GENERAL WATER & SEWER CONDITIONS (September 14, 2021) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800 2- . 7 55001) 7• ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 201 SENATE BILL 8 WHICH AMENDS THE SAFE DRINKING 4 4( 7 3 4 WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. 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. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. n SA L N Q O lu N M W N O O7 N WN Q W J J U7 W 0 O Z� _ WC? W U l U) F- ZW U) J� W J Q O O O N U z Q J ^p� LL W 'I-� V / J I� '1 V / z W 57 L_L Il Q 0/ 0L 0 I-� LL W J I-� U J Q LU 0 66 Ln LU 0 z U W_ O W C 2 a � JOB NO. 202202 SCALE N/A SHEET NO. 6 rdlmoflmrmR� ELEVATION NEW TUBING MAORA%DMSION GRABER MANUFACTURING. INC. 10BOUNIEKORIVE WAUP((B00))ME-T881, 808)848OBO�F(B01�W'B4&1081 WWW.MAORA%.COM, EI,INL: SALESOMMAXICCOM CHECK DESIRED MOUNT ❑ GRAce CONCRETE SG ANCHOR ROD THRU ROLE 3X8%yS'THICK '��k�? (WCLUDEDBYMAORAX) 2E0. SG"90.HOLE TYP. S EA SHB' OHMETYP. GRANULAR NATIVE SOIL 12 US' 4 fill LAI!,r'// G BOLT -LAG BOLT CONCRETE CONCRETE 0 IN GROUND MOUNT (10) O SURFACE GUSSET MOUNT (SG) ❑ SURFACE FLANGE MOUNT ($F) SECTION VIEWS UPCHARGE PRODUCT:UXI90-G2RSG1 DESCRIFECN:'U'BI RACK S BIIGi, SURFACE OR IN GROUND MOUNT DATE. B&14 ENG: SMC CONFIDENTIAL DRAMS AND NFORNKTION S NOTED BE COPIED OR DISCLOSED Iro INSTN.LBKE RAW ACCORDING TOMANUFACTURERSSPECIFICAEONS TOOTHERBNEHOIIT THECONBENTOF GRPBER MANUFACTURING.INC. p. CGIBULTAM n)BHECTCCLORR((FNIBIII, SFEMANUFACENERBSPECIRCATNNS. BPECIFIGIEONSARE SUBJECTED CwNGEWI1HdITNOTICE . 3. BEE SITE WNFIXt LOCATION OR CONBULTOWMEF. W°14G ERMANUFACTLRINW,INC. ROPRVMYRGHTSRESERVED. POSED RAILING 1 42" MIN. TOP OF PROPOSED CONCRETE WALL rGRADE In L ; a — a Q WALL RAIL FASTENING DETAIL NOT TO SCALE NOTE: RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT, WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN PLAN. WALLS REQUIRED INSPECTIONS AS OUTLINED IN THE USBC. FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS. ELEVATION A 1' MIN. 1' MIN. END OF RAMPq B> ELEVATION D RAMPS - NOTES: • The maximum slope of a ramp that serves any exitway, provides access for persons with disabilities, or is in the path of travel shall be 1' rise in 12' of horizontal run. (sec 1133b.5.3) • The cross slope of ramp surfaces shall be no greaterthan 1:50. (1/4" perft) (sec 1133b.5-3-1) • The width of ramps shall be as required for stairways and exits. (sec 1133b.5.2 fig 2 2b-38 & 39) • Pedestrian ramps serving primary entrances to buildings having an occupant load of 300 or more shall have a minimum clear width of 6o". (sec 1133b.5.2) • All other pedestrian ramps serving primary entrances shall have a minimum width of 48". (sec 1133b.5.2) • Landings shall be provided atthe top and bottom of each ramp. (sec 1133b-5-4-1 fig 21b-38 & 39) • Intermediate landings shall be provided at intervals not exceeding 30" of vertical rise and at each change of direction. (sec 1133b.5.4.1 fig 11b-38 & 39) • Top landings shall be not less than 6o" wide and shall have a length of not less than 6o" in the direction of ramp run. (sec 1133b 5.4.2 fig =b-38 & 39) • Doors in any position shall not reduce the minimum dimension of the ramp landing to less than 42" and shall not reduce the DETAILS & DRAWINGS 9" SIDE RETAINING WALL 3 - 6 9" SIDE RETAINING WALL 4" 7" MAX. STEPS RISER TOP ELEV. OF STEP ELEVATION TOP BOTTOM ELEV. OF SIDEWALK �OF STEP FRONT ELEVATION HANDRAIL ❑ PRIVATE WALK OR LANDING 5-0"MIN 1/2"THROUGH JOINT 1 -0 RISER TREAD .� #4 BARS (TYP) #4 BARS EQUALLY SPACED I/z"R SLOPE TO DRAIN 1'-0"OC MAX SPACING 31, PRIVATE WALK 4 a• OR LANDING •1E.TYP 1/2" THROUGH JOINT SIDE ELEVATION V-0" 9" SIDE RETAINING WALL 3 - 6 9" SIDE RETAINING WALL 10" STEPS TREAE PLAN CONCRETE STEPS DETAIL NOT TO SCALE RETAINING WALL — HANDRAIL DETAIL 42" HIGH AMERISTAR BLACK SECURITY FENCING SECTION B 1' MIN. 1P END OF RAMP ELEVATION E required width by more than 3" when fully open. (sec 1133b.5.4.3 fig lab-38 & 39) • The width of the landing shall extend 24" past the strike edge of any door or gate for exterior ramps and 18" past the strike edge for interior ramps. (sec 1133b.5-4.4 fig 11b-39) • At bottom and intermediate landings, the width shall be at least the same as required forthe ramp. (sec 1133b.5-4.5 fig 11b-38 & 39) • Intermediate landing at a change of direction in excess Of30 degrees and bottom landings shall have a dimension in the direction of ram run of not less than 2" to accommodate the p 7 handrail extension. (sec 1133b.5-4.6 fig 11b-38 & 39) • Other intermediate landings shall have a dimension in the direction of ramp run of not less than 6o". (sec 1133b.5-4.7 fig 11b-3 8 ) • Ramp landings are not considered in determining the maximum horizontal distance of each ramp. (fig. i1b-38 & 39) • 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 continuousthefull len thoftheram shall be "to 8"above 9 P1 34 3 the ramp surface, shall extend a minimum of i' beyond the top and bottom of the ramp, and the ends shall be resumed. (sec TYPICAL HANDRAILS AT RAMPS PER ADA REGULATIONS — AMERICANS WITH NOT TO SCALE 2" REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - ` WHITE �► TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL 'VAN vAN ACCESSIBLE" PARKING SPACES ACCESSIBLE FEALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW 4 Of� --------GALVANIZED "U" CHANNEL POST o� �o ow m OC of VDOT A3 GENERAL N CONCRETE ow BEVELED UNITS F.CFENDGEORYNTHETICREMFORCEMENT TO WI. 2OUCHES OF THE LOWER BLOCKLjt7 loll Anchor- Diamond® X INFORCEMENT CONNECTION WX (NOT TO SCALE) 10.1 — V FINISHED REINFORCEMENT LENGTH I GlUJ)E GRADE GEORYNTHEOC REWPoRCEMaNT I p" DRAW TILE(ELEVATION VAR.) 6' MINBANA COMPACTED GRANUWRLEYELMG PAO p W _ WIDIO.FOVERSIZWG V I IX=DEPFHOF EXCAVATION L—LENGTH OFGEOSYNTHEFCREWEORCEMENT L Was Q-N))+L+6" Wos Anchor— Diamond® X Ia EXCAVATION OVERSIZING WX (SCALE. 3/8'�1'-0") ".'......."m..... AnchorT- Diamond® X TYPICAL BASE PREPARATION WX (NOT TO SCALE) SEGMENTED WALL DETAIL DIAMOND PRO (TAN) NOT TO SCALE STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) LOCATION N 30 TOPSOIL AND SEED FACE OF CURB BUMPER BLOCK \ \ o PAIN MIN. PER VDOT SPEC. L� PAINTED EXIST. GROUND TRIPE CAL) 1'-0" ACCESSIBLE SPACES HANDICAP PARKING SIGN DETAIL HANDICAP SPACE DETAIL y / NOT To SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE N07E NO SCALE EXIST. GROUND EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT SIGNS MOUNTED BOTH SIDES w/ ALL CURRENT ADA STANDARDS & LOCAL/STA7E REQUIREMENTS HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUM/NUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT 1.zs•-1.s LEAST 11 (5) FEET ABOVE GRADE, BUT NO _ EXIST GROUND HIGHER THAN SEVEN (7) FEET ABOVE GRADE. iv cL RAMP EDGE PROTECTION iz" ExTENSION BEYOND RAIL SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 M PAINTED BLACK SET IN 12" OF CONCRETE. F o s TOW AWAY ZONE TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO ADA REQUIREMENTS VAN ACCESSIBLE / " � 18' MIN le• MIN. 1 I $100 - $500 $100 - $500J EDGE PROTECTION FINE FINE 2 MINIMUM SECTION C HANDICAPPED PARKING SIGNS C� p1 ELEVATION F 1133b.5.5.1 fig 1G b-27 (b) & (c) • The grip portion of handrails shall be not less than 1-1/4" nor more than 1-1/2", orthe shape shall provide an equivalent gripping surface, and all surfaces shall be smooth with no sharp corners. handrails shall not rotate within theirfittings. (sec 1133b.5.5.1 fig 1G.b-36) • Handrails projecting from a wall shall have a space of 1-1/2" between the wall and the handrail. (sec 1133b-5-5-1 fig 11b-36) • Handrails may be located in a recess if the recess is a maximum Of 3" deep and extends at least 18" above the top of the rail. (sec 1133b.5.5.1 fig 11b-36) • Any wal I or other surface adjacent to handrails shall be free of sharp or abrasive elements. Edges shall have a minimum radius of 1/8". (sec 1133b.5.5.i fig 11b-36) • Where the ram surface is not bounded b a wall orfence and P Y the ramp exceeds 1o' in length, the ramp shall comply with one of the following requirements: (sec 1133b.5.6 fig 11b-27(b) & (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 their approaches shall be designed and P PP 9 constructed so that water will not accumulate on walking surfaces. (1133b.5.8) DISABILITIES ACT 1994 5' 4" VDOT 21A STONE BASE 5' WIDE CONCRETE 4" VDOT 21A STONE BASE 2% 6' PLAN77NG STRIP 6' — 6' PLANTING STRIP FBI �00801 09%, 12 / PAVEMENT LEGEND: /f HEAVY DUTY ASPHALT PAVING (TRAVELWAYS) LIGHT DUTY ASPHALT PAVING (PARKING AREAS) MILL & OVERLAY ASPHALT PAVING PERVIOUS PAVERS (PARKING LOT) CG-6 POINT OF CG-6 t & GUTTER C/FINISHED CURB & GUTTER FGRADE 15' 15' EL LANE) (TRAVEL 34' F/C-F/C NLTRITAGE HALL ROAD APROPOS-RO PRIVATE TRAVL'L)'AY) DESIGN SPEED.• 15 AfPlf STA. 12+00-12+50 SUPERELEVATED (2%) CG-6 I POINT OF CG-6 CURB & GUTTER C/L FINISHED CURB & GUTTER / GRADE \ EXIST. GROUND easE 10'-17' 10'-11' NO SCALE 13'x44' CONCRETE SLAB (7" THICK) SLOPE TO DRAIN TO GUTTER 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6"x6" W2.1xW2.1 WWF 4 AND BROOM FINISH a 'e. - v/.v/.v 7 71 \6" COMPACTED 21A STONE BASE CONCRETE DUMPSTER PAD DETAIL NOT TO SCALE 10' I � 4" COMPACTED AGGREGATE) �2" SM-9.5A 21—A BASE COURSE SURFACE COURSE ASPHALT PEDESTRIAN PATHWAY DETAIL CLASS A - TYPE 1 LOW -MAINTENANCE �2.5 (TRAVEL LANE) (TRAVEL LANE) 22' F/C-F/C - 31' F/C-F/C TYPICAL TRAlIETL#rAY SECTION (PROPOSBD PRIVATff TR.1VA'L1VAY) DA'SIGN SPdFA'D' >5 AlPH HERITAGE HALL ROAD. STA. 12+00-15+67 SUPERELEVATED (21%) STA. 13+00-15+20 7' PARKING AISLE NOTE: TYP. NO. 8, 89 OR 9 AGGREGATE 1. EACH LAYER/LIFT OF NO. 2 AND NO. 57 IN OPENINGS BETWEEN PAVERS STONE REQUIRES A MINIMUM CENTRIFUGAL FORCE COMPACTION OF 53,000. EAGLE BAY AQUA BRIG TYPE 4 1" 3-1/8" 2• CONSTRUCTION & PREPARATION OF THICK FOR VEHICULAR TRAFFIC PERMEABLE PAVERS, STONE BASE AND UNDERDRAIN SYSTEM SHALL BE IN ACCORDANCE BEDDING COURSE 2" THICK w/ MANUFACTURER SPECIFICATIONS. (TYP. NO. 8 AGGREGATE) 4" FILTER COURSE VDOT No. 57 CLEAN STONE OPEN GRADED, CRUSHED AGGREGATE c�(1 12" RESERVOIR COURSE (VDOT No. 2 CLEAN STONE) CRUSHED AGGREGATE BASE COURSE 00 0 0 00 0 TENSAR TX-5 TRIANGULAR GRID, OR EQUIVALENT kj�l 4" PERFORATED RIGID PVC UNDERDR IN COMPACTED SYSTEM w/ POSITIVE SLOPE (1% MIN.) SUBGRADE 017KIE'ATU 0AvrDC KInTC. /N ITCAII DIDCL.\ NOT TO SCALE _. — , LI VLF, IYVIY—rI_LI VL/1ILV rYV rlr L`J, JI_VrI_V TO DRAIN/DAYLIGHT (1% MIN.). 5' (MIN.) = PERMEABLE PAVERS PAVEMENT DESIGN NO SCALE NOTE: l NOTES: CONCRETE 1. BECAUSE THE SOIL UNDERNEATH THE PROPOSED LOCATION OF THE PAVERS IS FROM PREVIOUS CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONDUCT A GEOTECHNICAL INVESTIGATION OF THE SOIL UNDERNEATH THE \//\//\7�\//\//\//\\//�\/\//�\i\\�\\,� SHALL BE 3000 PROPOSED PAVERS AFTER FINAL GRADE HAS BEEN ACHIEVED TO DETERMINE THE INFILTRATION AND CBR RATINGS. PSI AT 28 DAYS CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THESE RESULTS PRIOR TO ORDERING AND INSTALLATION OF THE 4" CONCRETE OR STRONGER. STONE BASE FOR THE PERMEABLE PAVERS TO ENSURE AN ADEQUATE DESIGN. 4" 21—A STONE BASE CLUBHOUSE HVAC 2. ALL OPEN GRADED STONE LAYERS SHALL BE CLEAN & DOUBLE WASHED IN ACCORDANCE WITH DCR REGULATIONS. 3,000 PSI MIN. SCREENING FENCE "CLEAN" STONE IS SCREENED TO SIZE AND THE BULK OF THE FINES/DUST IS REMOVED, BUT THERE IS STILL DUST WHITE VINYL FENCING ON THE STONE. "WASHED" STONE IS WASHED THROUGH THE SCREENING PROCESS AND/OR MANUALLY WASHED. CONCRETE SIDEWALK DETAIL 3. WHERE UNDERDRAIN CLEANOUTS ARE PROPOSED WITHIN PAVED AREAS & ARE SUBJECT TO VEHICULAR TRAFFIC, NOT TO SCALE 42" HIGH MIN. CONSTRUCTEDSHALL CAST(IRON,EORNAOSIMI AR MATERIAL THAT ISUPPER STRUCTURALLY FORTIFIED. FRAME&LID SHALL BE r I Q �O llln I 1 / U OnlL: Z OLn w LZ Vu/ O H H ^/ w z LV LU N L-3 o ' L z O7 J Z� M M w 5' WIDE CONCRETE CV _ SIDEWALK 3:1 EXIST GROUND M 2x �H■/��� E ` 6' PLAN7NG 7T STRIP 4" COOT W N O J STONE STONE BASE EXIST. GROUND 0')Bz SE 6 5 N W Q H� LLJ _J 5' WIDE CONCRETE J SIDEWALK 3:1 EXIST GROUND 2Z 37 �1 L9 z I- 6 SIP LNG Z�pi STRIP 4" COOT 21A STONE BASE O W L U STONE BASE -2.5 6' EXIST. GROUND S Z _NJ Q Q. < Ln W� E w 2" SM-9.5 SURFACE COURSE w O 3" BM-25 INTERMEDIATE COURSE 5 21- A BASE COURSE Ln\�\\/ COMPACTED \ SUBGRADE � Q HEAVY DUTY ASPHAL T PAVING - Z LU O TRA VEL WA YS NO SCALE J ~ O 2" SM-9.5 SURFACE COURSE w BINDER BASE COURSE IIIIIJU1111111UL111111HU Of 7" 21-A BASE COURSE Q w \ j %// j/%/\%�//\D �O/ % /\%\D\ COMPACTED / / SUBGRADE0 CD o J LIGHT DUTY ASPHALT PAVING - > PARKING LOT & PARKING SPACES U ( ) NO SCALE �/ PROPOSED 1" SM-9.5 U 0 r OVERLAY 01 EXISTING PAVEMENT JOB NO. 2�22�2 EX. STONE SCALE COSUBASE MPACTED SUBGRADE \ N/A ASPHALT PAVING - MILL/OVERLAY SHEET NO. NO SCALE 7 NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME& GRATE TO MATCH BASIN 0.0, -� ti MINIMUM PIPE BURIAL (3) VARIABLE INVERT HEIGHTS DEPTHPERPIPE AVAILABLE(ACCORDINGTO MANUFACTURER PLANSITAKEOFF) RECOMMENDATION (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"-36 FOR CORRUGATEDHDPE (ADS N-1NMANCOR DUAL WALL, ADSHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 36). PVC OWV(EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATEO HDPE SHOWN) 1-12'-30•P ESTRIANp MSSHNLSEDUUII IRONPERA A535 ORADETOSbh 2 12'-WFRPIAESSHALLBEWCPLE IRMPERAdTMA535C E765 . 3 DRNNBWINTOBECUSTOMMANUPAMN AMORDINGTOPIAN OETNL& RISERSARE NEEDED FOR WINS MERW DUE TOSHIPPING RESTRICTIONS. WE DRAWING NO. W-1104M. 4 . DRAINWE CONNECMIN STUB JOINTTMHMESS SHALL CC FORMTO ASTM 03212 FOR CORRU W MD H DPE (AM N12A WKOR MAL WALL), NIP HP, 6PVC&EWERP'-SS'. 5 AOAPFERBCANBEMOVNIED O'TOM'. TODETERMINEMINIMUM ANGLEBETWEENADAPTERSBEED AWINGNO, 7W1-11M12. B IV-WPEOESTRIMN 7ESSHA METH-1OLOWRATING 30'PEDEMT NGRATESHNLMEETH'2OLOADR7ING(SEEORAWING NO]W1410.1MFIX H20TRAFFICLOADOUIDELINES). ADS 4,42 12' MIN WIDTH GUIDEUNE 7Wr�R W MIN THICKNESS GUIDELINE (5) MEDIUM DUN TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITKJNS, ACOORDNGTO ACCFLANGTO TRAFFIC LOADING,& OTHER APPLICABLE DESIGN FACTORS. Puce SEE DRAWING NO, 7001410111 FOR NON TRAFFIC INSTALLATION. V t� i (3) VARIABLE SUMP DEPTH B`I' fMIN ON 17.24' ACCORDING TO PLANS 6MIN ON 30'& 36 (6'MIN. ON 12"-24: 101 MIN. ON 30" & 12" MIN. ON 36' J J BASED ON MANUFACTURING RED.) ''•'!T2�Y THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLAW I CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM 02321, BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 12'- 36' PLACED & COMPACTED UNIFORMLY IN ACCORDANCE NTH ASTM D2321. NYLOPLAST DOWNSPOUT ADAPTER WITH CLEANOUT AND INSERTA-TEE ROOF GRAIN NYLOPIAST DOWNSPOUT ADAPTER TO ADAPT INSIDE ADS N-12 %PE CLEANAITW HITHREADEDCAP ADS N-12 PIPE NnOP VBTA09 N12TEE-WYE FRAME & COVER (SEE FIG. S-I-D,E) SLOPED ARE>� EXISTING MAINLINE PIPE DAMETERANO MATERIAL MAYVARY INSERTMTEE STREET SURFACE OR NON -PAVED AREA 1'-O" MAX " RUBBER COATED STEEL 3'-O" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS A 166MMAX MINIMUM ELEVATION } DIFFERENCE ACROSS M.H. 5" 4'-0" 5: FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ° VARIES DEPTH OF FLOWI FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING -- =--- SEWER. A FILLETED INVERT OR A SMOO a "` 121' A 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. S-I-A TD-25 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.k VARIES Ij I�I0 WATER SEWER 3 0 o 02 C LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM ■ SEE PART 3, PARAGRAPH DI SEPARATION OF WATER 11, SEWER SYSTEMS, UTILITIES CROSSING A WATER 13R SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-I NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN (2701 2' TO 10' 18^-22" ALVE Box 7 CU. FT. #68 STONE 42"MIN • e" GATE I �.:•' '.'.'+ VALVE 6^xe" TEE 250E P.S.I. CONCRETE W �.'S01--�LJ:r� BASE AND THRUST ; ;� •.;��. (I:'i'� : F.;. }I ` BLOCK AGAINST / UNDISTURBED STABLE \VJ SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 0>EN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2 MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 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 12" 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION/ NOTE: '- WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I- BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL B�4^ I g• INITIAL BACKFILL IN MI MIN. MIN. 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 UNSTABLE g• 4 I INITIAL BACKFILL 4 1 8" g• g. SOIL MIN. MIN. \ MIN MIN #88 STONE ;zeR 1y81 ' GRANULAR FILL AS , APPROVED BY ACSA � t!•'c`a.-• 7 BILL SOIL OR C" r STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 0 I a PLACE 5' GALVANIZED " WITNESS "POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE 6 WATER LINE P 1 2500 P.S.I. CONCRETE 8 a 2'x 2' BEARING AREA. THRUST BLOCK a G -i 3 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 x it E CD ^aL ES O E 8aM a N� Q ur 0o GO, N E•a� N ^� U M1J von �E nL I "- dLCS PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEE CU.YD. 'FEY CU.YO. BEND L H T L T 90 2.50 2.5E 3.01 0.24 4• & g• 45 2.0E 2.25 2.6E 0.15 2.0E 225 25D 0.15 221/2 1.5E 2-00 2.52 0.1E n 1/4 1.50 200 zsD 0.10 90 3.58 3.18 3.21 0.46 8" 45 221/2 2.68 1.68 2.88 2.18 2.77 269 0.28 0.13 3.18 291 286 0.32 11 1/4 1.66 2.16 267 0.13 90 4.83 3.63 3.42 O.B3 10" 8t 12" 45 3.33 3.58 295 0.43 3.83 4.0E 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 17 1/4 1.83 2.33 2.84 0.18 O® _� 44" MIN. ' e" MIN. . : e' MIN. a 607 to INK ♦ •-� 37" MIN. . ., . TII ASSEMBLY 11MNGNDT LOCgNa NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2" METER) NTS FIG. W-7B TD-15 c EoyIE cEO 'ma $EE EUM ` l w E LL DO 0 d \a O r 1t E u E -m Q S E $ E gIZ F O nj� ,tN Nm roof N M I I I L Ii LL TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 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 2X (1/4" PER FOOT } �a 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE.-� I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 Top View 6" MINIMUM-+i a 4' I° I 4" MINIMUM NOTE: RESTRAINED JOINT FITTINGS. _ - Side View - - - 42" Minimum .4 . ai.°a . cWtI8catlon of 98X compaction required Q 19 I IQ e Q Galvanized Steel Beam, W12 x 14 (min. size) .a 3' min. penetration into undisturbed soil or as approved by the v ACSA. @C'91'E9'I I v TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 VARIES VALVE BOX 4" DIAMETER BRANCH AND VALVE PLUG VARIES WATER MAINS �--RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") YHREGJ THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC 0 CAP j LUBRICATE ALL THREADS THRUST BLOCK to METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS �;. VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 EMBEDMENT 6'MIN SPRING LINE OF PIPE NO. 68 STONE - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE 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 NTS FIG. S-3 TD-34 COTT/R. CifLLINSZ No. 35791 111 2/06/23�4 01VAL 0� ZZDU Z tl (n w J DID a O II� 0 - z Cl O -11 Q W Z W L N Q C)O z Z ('7 ® TMW VJ N � V 1 W N J O Q WN z N U. Z W 1 J > (n 1� �Lijz� w LLJ Z _j L C6 Q 1 WC) uj Y Q F___ Lu Q O C) Z� Q LLJw 0 C0 J� o LLI ~1 Q UJ 0 J o J N I� U U P- w w ll = L JOB NO. 202202 SCALE N/A SHEET NO. 8 0 0 0 0 0 N H Y v�i ¢ a, W 't M Ln m l!1 Lu ii o> ¢w m l7w LOW PT STA:11+44-95 LOW PT ELEV: 544-44 PVI STA:11+29.950+� PVI ELEV:544-74 z K:1o.00 ¢ Q LLI 550 It Ln I 550 '2.pp0/p\ -j N N u' N ui H w Li 0 i \ v> v m m m w LL �SOO 545 1 1 1\ 545 HIGH T STA:10+55.0 \ HIGH PT ELEV: 54835 Y SO09g VI STA:10+59.52 \ PVI ELEV:548.2 \ 3 '0 K: o 3 HIGH PT ST : 11+50 00 540 u HIGH PT EL V: 540 BVCS: 1o+55.0 \ PVI STA:11+ 4.50 BVCE: 548-35 PVI ELEV:54 .25 EVCS:1o+64.o K:3.00 EVCE:548.o \ LVC:g.00 BVCS:11+S .00 535 gVE: 535 EVCS\11+59 oo EVCE: �44.0 530 1 1 1 530 5z8 528 W Ln t0 Ln Ln 10+00 10+50 11+00 11+50 12+00 LARIAT STREET PRIVATE ROADWAY DESIGN SPEED = i5 MPH CONNECTPROPO WATERLINE AT EXIST WATERLINE WITH 8' 8" F- Ln Y w 0) m m a n HIGH PTSTA: '10+43.16 o ii HIGH PT ELEV: 552.84 w J PVI STA:10+48.16 Lu PVI ELEV:SS2.74 0 K:438 rLVc1°.00 LOW PT STA: 12+64.36 Cr LOW PT ELEV: 549-05 ff PVI STA:12+82.00 6i PVI ELEV:548.26 j K:33.89 m HIGH PT STA:14+05.76 HIGH PT ELEV: 55i.oi PVI STA:14+09.6i PVI ELEV:551.75 K:16.88 LVC,1oo.00 LOW PT STA:14+97.97 N kcLOW PT ELEV: 549-46 o, o PVI STA:iS+oo.00 + � PVI ELEV:548.87 N w K:10.34 u w LVC:7o.o0 im OIN m 0 m r N LA H wLn ' N m w ii 0 > < w 3 BVCS: 10+43.1 0 a m + Ln 0 o m 555 F BVCE: 552.84 .. H w N .. .. w U 555 a EVCS:1o+ .i .. U z.00% EVCE: 552.S3 ° ,n `+^ Ln ; m w 4 9°� -4.28% N H m m w m \ 1.6 z%T RU Lu /0 3.19% ^' .5� o °55° N w CROSSWALK / 550 Um ULn w C ° `n --- m w U m j --__ LO PT STA: 10+32.83 j "u LOWPT ELEV: 553-05 Lu 545 PVI STA: 0+21.33 LOW PT STA: 10+83. o 545 553.2 551. z K:1 .oz PVI STA:1o+68.40 542 LVC: 3.00 PVI ELEV:551.88 542 :11.57 LVC:30.00 N O .t N N nID fi n n O ^ l0 ° O O ° O O H m O 00 O N O O O H O dO NN .t Vt L!t Nt L!t0 O O m"t 3d 00 o6 00C 00 o6 00 6 mm O w ° O° N Vl L!1 lA LnLnV1 IS It I It LO Vl V1 Ln LnL!1 w 10+00 10+5o 11+00 11+50 12+00 12+50 13+00 555 EXISTING GRADE 555 (TYP.) PROPOSED GRADE (TYP.) 550 550 - iED 8" D.I. ING 8" D.I. G.V. AND �3, 545 CONNECT 450 BEND (P) 8" D.I. WATERLINE-/ WATERLIN z9 4.61 WATERLIN (P) 8"x4" TEE 71 8"-451 BEN 540 4" G.V. P) 8"-450 BI (P) 8"x8" TEE (P) FIRE HYDRANT 8" G.V. 7-6 ASSEMBLY W/8"x6" TI AND 6" G.V. (P) 8"x4" TEE 4" G.V. 535 535 532 532 rl N l0 N 10 00 0 N O M N N O Ln rl C6 O N m m m 10+00 10+50 11+00 11+50 12+00 WATERLINE 1 12+50 13+00 13+50 14+00 14+50 15+00 15+So 16+oo 16+5o HERITAGE HALL ROAD PROPOSED 8" D.I. E AT EXISTING 8" D.1 E WITH 8" G.V. AND END PRIVATE ROADWAY DESIGN SPEED =15 MPH (P) FIR ASS[ NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATIONS, SECTION 303.04(h). z. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. zS OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, zo8, OR 249 RESPECTIVELY; OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 OR 26, PER VDOT zozo ROAD AND BRIDGE SPECIFICATIONS, SECTIONS 302.03(a)2G "BACKFILLING". 3. ALL FILL TO BE PLACED AT 95%COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. 5. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATERLINE MAINS. 6. MINIMUM i.5' OF VERTICAL SEPARATION BETWEEN STORM SEWER AND WATERLINE. 7. MINIMUM 1.5' OF VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. 550 PROPOSED GRADE 550 (TYP.) 545 \ 545 CONNECT PROPOSED 8" D.I. / WATERLINE TO EX. RWSA 12" D.I. WATERLINE W/12"x8" T.S.& V. 540 (P) WATE 540 (P) 8"x4" T'EE_.V I 4" G.V. \ (P) 8"x8" TEE 47 \ 8"x6" REDUCER \ 2-8" G.V. 535 535 EXISTING GRADE (TYP.) 530 1 1 1 530 528 528 N N n W n M 0) m cn ° ^ O t ry 10+00 10+50 11+00 11+50 12+00 WATERLINE 3 550 550 / PROPOSED GRADE 545 (TYP.) / 545 / (P) 8"x8" TEE 8" G.V. 540 1 \ / 540 4,4' / 27 T(P) 1.6' (P)8"x4"TEE / E HYDRANT (P) 6" D.I. 4" G.V. (P) 8" D.I. MBLY WITH WATERLINE 6"x4"TEE 5�T 3' WATERLINE 49 i � i"-go* BEND 411 G.V. 45 - (P) 8"x4" TEE 535 AND 6" G.V. 6" SAN. LAT. (P) FIRE HYDRANT � CROSSING (B1 � \ ASSEMBLY W/8"x6" TEE i 4'G.V. 10.5LF Qa 1o% AND 6" G.V. / 6" SAN. LAT. (P) 8"x8" TEE 6" SAN. LAT. (P) 8' x4" TEE 2 CROSSING (63) 8"x6" REDUCER CROSSING (Bz) - " / 4" G.V. 10.5LF ° t?a 1o% 530 2-8" G.V. 1o.5LF Qa 1o% 530 1(TYP.) EXISTING GRADE i (P) 8"-22.5° BEN 525 525 522 522 m 00 N N .� m 00m O m m N Hm �Wo ,m,m N imn O N f M N H m O M m H m m f S ldrv0 �} 00 ll1 Vl Vl a lh lh Vl S V1 1 V1 Ln V1 Lll 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 WATERLINE z 14+50 15+00 15+50 16+oo 16+5o VERTICAL SCALE 5 10 IIto] 154Well IYV.III OVE]m0 20 COTT/R. C7tTLl No. 35791 2/06/23 L z Q zcy) J ti M M W 0) N Nt 'H^­11 � V / WN J O 05 WN N z U) Q Lu z > LL J i--i LLI LL ® > (n 0 LU Lu z I-1 z Q Lu = Ce I' W C? QLu ^ Q F- Q 06 ul U) C) <0 U) ZLu Q o Ly 0 oC LL U) J o LLJ jOf E Q W 0 O J N [--[ u U JOB NO. 202202 1 INCH = 50 FEET SCALE V. 1 "=5' SHEET NO. 9 TH OFF o � SCOTT R. LINS�Z C�) No. 35791 1�1 A� 2/06/23 �� o��ss10NAL S H-6 z J V/ ~_ 0 Zu U °O O Lu z C. F�1 z g o a H > W z ui �/ li E S INV IN. 5og.og M INV IN. 508.z8 EX. INV p EX. INV L9 z J Zti M M w O N � I -I V I i w N J O Cn WN z_ QN Lu 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+00 18+So 19+00 19+50 20+00 20+50 21+00 21+50 22+00 L ~� SANITARY SEWER 0 J O J w � P- 2: o w w Z 1 � Q w _ cn NOTES: 0 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL ' AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN < Q 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE Lu ROADBED AREA IN ACCORDANCE WITH VDOT zozo ROAD AND BRIDGE Q SPECIFICATIONS, SECTION 303.04(h). Z z 2. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE ul U) SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, Q FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208, OR 249 z W Q RESPECTIVELY; OR CRUSHED GLASS CONFORMING TO THE SIZE LLI REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 OR 26, PER VDOT zozo ROAD AND BRIDGE SPECIFICATIONS, SECTIONS 302.03(a)2G "BACKFILLING". 3. ALL FILL TO BE PLACED AT 95% COMPACTION. U o 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. W H� S. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATERLINE j E ce MAINS. Of 6. MINIMUM i.5' OF VERTICAL SEPARATION BETWEEN STORM SEWER Q w AND WATERLINE. 7. MINIMUM i.5' OF VERTICAL SEPARATION BETWEEN SANITARY SEWER 0 O J AND WATERLINE. O J uVERTICAL SCALE U 5 0 2.5 5 10 20 U W_ O W 1 INCH = 5 FEET d v= JOB NO. HORIZONTAL SCALE 202202 0 0 25 50 100 200 SCALE V. 1 "=5' H: 1 "=50' 1 INCH = 50 FEET SHEET NO. 10 555 MH-7 STA: z1+71.35 MH-6 RIM:55o.i7 STA:1g+6g.63 INV OUT. 540.74 TO M R I M:544 �57 � 55o INV IN. 534�85 FROM MH-7 EXISTING � 55 0 MH-5 INV OUT. 534�65 TO MH- 5 / STA:16+76.07 z" P.E. GAS CROSSING - / INV IN. 53i.53 FROM MH-6 � � 3�5' M N. `J MH-4 [RIM:542.27 INV OUT. 531�33 TO MH-4 3i CROSS N/G 545 STA:14+g8.8o RIM:534�09 545 INV IN. 5z6.47 FROM MH-5 / 4" WAT. LAT. MH-3 INV OUT. 5z6.z7T0 MH-3 CROSSING 5�3' 4� 6 STA:13+60.38 3�5' MIN. (BLDG.6) RIM:5z8.00 54o INV IN. 5i9.95 FROM MH-4 INV OUT. 5i9.75 TO MH-z 4" WAT. LAT. / 47 6" SAN. LAT. Soo CROSSING 49 �7 BLDG. 4 & 5 (CLUBHOUSE) / 1.3' 4" FIRE 16)G LINE PROPOSED GRADE 45 6'3' / FZ� y9 % (BLDG 535 YP) 37 / \ ' � 19�•�Z 535 �. i7 6" SAN. LAT. / z'S BLDG. 6 SDR-z6 PVC � 6" BLDG. SAN. LAT. 3.z' g" 6 LF � °� � 3 53o MH-z STA:13+39.6i � Zs9.5 6" SAN. LAT. 530 RIM:5z3.7z / 6" SAN. LAT. � BLDG. z " INV IN. 51g.00 FROM MH-3 8" SDR-z6 PVC BLDG. 1 � y INV OUT. 518.8o TO MH-1 35 i73.z7 LF �a z.74% 6" SAN. LAT. 5�5 CLUBHOUSE 5�5 1.T MH-1 EXISTING GRADE C � 555 STR:18 DI-zB, L=6' TP=540-99 INV IN: 533.25 TO zo INV IN: 534.00 TO 46 INV OUT: 533.15 TO 16 STR:16 DI-36, L=6' 550 TP=541.66 INV IN: S32.z5 T018 INV OUT: 532.i5 TO 14 STR:3-4 DI-213, L=6' TP=53931 545 INV IN: 53i.00 TO i6 I N V I N: 532.67 TO 38 INV IN: 53 2.67 TO 40 INV OUT: 53o.go TO 12 STR:12 DI-3C, L= 1o' TP=533-99 540 INV INV IN: 527.89 TO OUT: S27.79 TO 14 io STR:10 VDOT STD. MH-i TP=531.00 INV IN: 526.16 TO 12 INV IN: 525.17 TO 36 INV OUT: 521.55 TO 530 525 INV IN. 52 520 PROPOSED 01 CONTECH PERFORATED PIPE SURROUNDED IN STONE & WRAPPED IN A FILTER FABRIC, TYP 515 512 STR:24 DI-zB, L=8' TP=54z.27 INV IN: 53635 TO 5z INV IN: 536.35 TO 26 INV OUT: 536.25 TO zz STR:22 DI-2C, L=8' TP=542.87 INV IN: 535.83 TO 24 INV IN: 535.83 TO 50 STR:26 DI-3C, L=io' PROPOSED GRADE INV OUT: 535-73 TO 20 TP=545'00 (TYP.) INV IN: 538.95 TO 70 STR:zo DI-zB, L=6' INV IN: 538.95TO z8 TP=54244 INV OUT: 538.85 TO 24 INV IN: 534-ooTO zz INV OUT: 533'90 TO 18 3.S' 8" D.I MIN. CROS 4" WAT. LAT. rOnCClklr 2.6' (CLUBHOUSE) kA HGL - g6�FC264% z4' HDPE C'a y6o% _ 4• 9 +7 z4" HDPE z6.z1LF / O / 24' HDPE z LF 143.25 � 1.z1% / 5 2.5o LF 1.24% O 63.69 LF C ,181% \ / \APP 6�% / 24 HDPE / 57.7zLFQa i.56% �/ 63l6VF�3 / \ / 1 i' / 5-4 24"HDPE / ) 53 64 LF Ca) 3.04% �6" SAN. LAT. / EXISTING GRADE CROSSING (B7) (TYP. 24" HDPE' 41LF Qa s% \ 12.81 LF i 4.29%� TP=550.00 INV IN: 543.io TO 32 INV OUT: 543.00 TO 28 STR:28 DI-3B, L=8' TP=55o.00 INV IN: 542.25 TO 30 INV OUT: 540.7o TO 26 -3 / M 2" P.E. GAS 3-5' CROSSING 5' MN ^ / U HDPE 18'LF C 1.66% 105.75 6" SAN. LAT. CROSSING (136) 67LF Qa 2.o8% STR:32 DI-zB, L=8' TP=552.00 INV IN: 545-75 TO EX34 INV OUT: 545.65 TO 30 i i EXISTING 4' IND.I. W/L UGP r HAVE O g �F C 47'S I. HDP z.29°h 111.57LFL�1 18" HDPE 35.84 LF @ 2.09% O NN nN 00 00 m m O O Om- Orml NN co m 0, O , 00 'Ma, NN .Ot 0, N .t tl1 M r ryaN O N m 0N, O .t M O t!1 n COO CO O O 6 � N ,yci N v, v, 10+00 10+50 11+00 ii+5o 12+00 12+50 13+00 13+So 14+00 14+50 15+00 15+50 16+oo 16+50 17+00 3.7+SO 18+oo 18+50 v'=V (TYP.) STR:36 DI -36, L=8' 535 TP=530.81 INV OUT: S25.So TO io STR:10 VDOT STD. MH-i TP=53i.00 INV IN: 526.16 TO 12 INV IN: 525.17T036 INV OUT: S21.SSTO 530 HGL 5�5 5�5 1.7' \_iS" HDPE 32.2o LF @ 1.020/ 520 520 4-3 518 EXISTING GRADE (TYP. f N N ri ri N m 10+00 10+50 STR 36 - STR io STR:'14 DI-zB, L=6' TP=539'31 INV IN: 53i.00 TO i6 I N V I N: 532.67 TO 38 INV IN: 532.67 TO 40 INV UU 1: 530.90 I U3.2 PROPOSED GRADE 540 (TYP.) 540 STR:38 DI-313, L=6' TP=539'25 INV OUT: 533.75 TO 14 535 HGL 535 37 3.2' 0 15" HDPE 5 0 55.92 LF @a i.93% 5-4 525 525 EXISTING GRADE 520 (TYP.) 520 518 518 m F C 00 10+00 10+50 11+00 STR 38 - STR 14 ''W'l INV IN INV IN INV IN INV OUT EX STR34 - UGD rrn . _ nl _n 1 fl Ly DI-zB, L=6' STR:4o DI-zB, L=6' TP= 40-90 =-V TP=5393i TP=54°'78 54 9 INV IN: 534.6oT044 531.00 TO 16 INV IN: 534-07 TO 42 545 INV OUT: 534So TO 453z.67TO38 0 532.67 TO 40 INV OUT: 533-97 TO 14 STR: DI- B , L=6' 4 z 3 530.9oTO12 PROPOSED GRADE TP- INV542.55 6.00TC (TYP.) 540 1 540 2.5" COPPER WATER LAT. 3'S 4" FIRE LINE i CROSSING MIN. ROSSING (BLDG.7) (BLDG.7) 535 9, HGL u_ 535 39z.160 15 HDPE / 64• 138.48 LF @0.94% i 530 15" HDPE 25.91 LF Qa 1.66% 530 / i i i i r 525 / 525 i EXISTING GRADE (TYP.) 520 520 518 518 I� V N 00 Y N n M ^ V 0 u, °m u, vmi mi, imi, 10+00 10+50 11+00 11+50 12+00 12+50 STR 44 - STR 14 TP=554.00 INV OUT: 546.92 TO 32 550 XISTING " P.E. GAS ROSSING 545 540 535 STR:6 DI-3B, L=6' 5TP=527.z1 30 INV I N: 521.84 TO 8 INV OUT: S21.74 TO 525 INV IN. 521.5, 520 PROPOSED 0121 CONTECH PERFORATED PIPE SURROUNDED IN STONE & WRA PED IN_� A FILTER FAB IC, TYP. 515 HGL PROPOSED GRADE (TYP.) I 7- STR:8 DI-313, L=8' TP=5z6.35 INV OUT: 522.00 TO 6 525 \_15" HDPE 29.05 LF @o.55% 520 15" HDPE 38.86 LF La 0.5o% 515 EXISTING GRADE (TYP.) 510 510 508 508 00 00 0, "D 530 " N " N L 10+00 10+50 11+00 525 STR8 -UGD 520 515 512 19+00 NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATIONS, SECTION 303.04(h). 2. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 3. ALL FILL TO BE PLACED AT 95%COMPACTION. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. S. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 6. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN ACCORDANCE WITH VDOT STANDARD IS-i. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 8. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 9. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE PROVIDED As" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN ADDITIONAL 6" OF CONCRETE ATTHE BOTTOM OFTHE STRUCTURE TO PROTECTTHE MANHOLE, ESPECIALLY WHERE FLOW IS EXPECTED TO CARRY ANY ABRASIVE MATERIAL, CONTINUOUS LIVE FLOW OR LIVE FLOW LASTING SEVERAL DAYS IS EXPECTED, OR THE SIZE OF PIPES IS 48" OR GREATER. 8. HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES - SEE NOTES & DETAILS SHEET FOR HDPE PIPE BEDDING INFORMATION. STR:46 DI-313, L=6' 42 TP=544-55 I N V I N: 537'75 TO 48 INV OUT: 537.65 TO 18 550 STR:18 DI-213, L=6' 550 TP=540-99 INV IN: 533.25 TO 20 STR:48 DI-313, L=12' INV IN: 534.00TO46 TP=545.o6 INV OUT: 533 i5 TO 6 INV OUT: 538.42 TO 46 PROPOSED GRADE 545 (TYP.) 'C T53 8" D.I. W/L CROSSING )V3540 MIN. 540 6" D.I. W/L_/ 1.6' --7 CROSSING I 4/ 15" HDPE 535 28.og LF Qa 2.39% 535 �5 / 15" HDPE 72.74 LF Qa 5.02% 530 6 5 530 EXISTING GRADE 528 (TYP.) 1 528 M f~3'1 N kD N N m 10+00 10+50 11+00 11+50 STR 48 - STR 18 STR: INV IN, INV IN INV OUT EXI, PROPOSED GRADE riTvD , LYN VDOT STD. E RIPRAP WITH C UNDERLAYMENTc (2.5' DEEP, Wi=6', W: Qn a2 DI-2C, L=8' STR:5o DI-3C, L=8' TP=542.87 TP=544-87 535.83 TQ 24 INV OUT: 537-55 TO zz 535.83 TO 5o 535-73 TO 20 8" D.I. W/L 540 CROSSING 54° HGL 1.5' <9 535 1.6' 535 i -15" HDPE 69.00 LF Qa 2.49% - 6-5 530 530 ;TING GRADEY 528 (TYP.) o 00 m Ln 10+00 10+50 11+00 STR 50 - STR zz (o.z5' CC PROPOSED GRADE STR:z VDOT STD. MH-1 (TYP.) INV INV I INV O 19.: 8.8 EXIS TP=526.67 N: STR:4 VDOT STD. MH-: 1N: 512.io TO TP=527.17 520.82 TO 4 I N V I N: 521.3o TO UT: 512.00 TO INV OUT: 521.2o TO 2 525 525 4, IN. 5zi.55 NV 520 520 15"HDPE 3 LF Lai i.98% PROPO ED 012 CONTECH PERF 1 "HDPE 5 PIPES STONE RROUN WRAF LF @2.82% A FILTERFABRI 525 53.5 TING GRADE (TYP.) 510 510 5o8 508 0 N Vi UGD BYPASS RATED ED IN 'ED IN TYP. PROPOSED GRADE STR:z VDOT STD. MH-i (TYP.) TP=5z6.67 i30 INV IN: 512.io TO INV IN: 520.82 TO 4 INV OUT: 512.00 TO 525 525 EXISTING GRADE 10 (TYP.) 7� 520 520 P OPOSED 0120" C( NTECH ERFOR OT STD. EW-i / PIPE SUR OUNDED 3 2 "HEIGHT S ONE & RAPPE A FILTER 11 ABRIC, 515 / / 515 i CLASS I / EOFABRIC INV IN. 513.00 5o=6" MIN. / =13'7 L=i1') iax=zo CFS 24" HDPE 51O 17.58 LF @5.izo510 IV OUT. 511.75 24" HDPE 1UNTERSUNK) 37.18 LF Lal o.67% 5o8 o a °D y1 06 N 10+00 10+50 11+00 UGD - OUT VERTICAL SCALE 2.5 5 10 1 INCH = 5 FEET HORIZONTAL SCALE 5 50 100 1 INCH = 50 FEET TED IN IN "YP. COTT/R. (7tTLLINS�Z No. 35791 1�1 2/06/23 _4 Lu m � o L9 z C_n J Zti M i M W C34 an cy) � V / WN J O O WN z N Q H� U J j J II > u- Lu L9 U, OJ Lu W <��Q WL LI � Q/ cn Il : I Lu in U) ® 0 Lu Q Z Lu LL V) j O H II Lu LL Q W 0 0 J o J N II u > U U W_ O w d � JOB NO. 202202 SCALE V. 1 "=5' H: 1 "=50' SHEET NO. I1 555 STR:56 DI-213, L=6' TP=545-52 550 INV IN: 539.00 TO 58 STR:54 DI-2B, L=8' INV OUT: 538.go TO 54 TP-542.76 INV IN: 537.83 TO 56 STR:52 DI-2C, L=12' INV OUT: 537-73 TO 52 PROPOSED GRADE TP=542.00 (TYP.) 545 INV IN: 536.95 TO 54 INV OUT: 536.85 TO 24 STR:24 DI-zB, L=8' TP=542.27 INV IN: 53635 TO 52 INV IN: 53635 TO 26 INV OUT: sg6.2r TO 22 - ss / 53 ® �5' HDPE HDPE 78.4 2 LF 535 18" HDPE 77 $ LF @ 59.89 LF @ 0.T ` - - 530 528 C (TYP STR:62 DI-313, L=6' TP=55i.g8 INV IN: 542.17 TO 64 INV OUT: 542.07 TO 6o 77 STR:6o DI-313, L=4'-- TP=551.87 INV IN: 541.92 TO 62 INV OUT: 541.82 TO 58 STR:58 DI-313, L=4' TP=551.41 INV IN: 541-55 TO 6o INV OUT: 541-45 TO 56 / z" P.E. GAS' -/ C'RnSSING - �5„ Hui pPE-26.94LF@ 15' H 2.zo 9i 106 90 LF STR:64 DI-36, L=8' TP=55o.83 INV IN: 542.83 TO 66 INV OUT: 542-73 TO 62 STR:66 DI-3C, L=6' TP=549-99 INV IN: 543.17 TO 68 555 INV OUT: 543-07 TO 64 EXISTING STR:68 DI-3C, L=6' -8" D.I. W/L TP=549.99 CROSSING INV OUT: 543-54TO66 -EXISTING \ _ EXISTING 550 UGP 8" D.I. W/L 3,5' CROSSING EXISTING N. PROPOSED g UGP z" P.E. GAS 15" HDPE 27.98 LF Qa 1.32% 540 �15" HDPE 20.o6 LF @a 1.17% 15" HDPE 62.oi LF Qa o.go% 15" HDPE 11.62 LF @a 1.29% 0) d 00 00 O O O Vmt 1 Vmt S Vm1 It 1 lry ItLl It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 STR 68 - STR 24 535 530 528 STR: 2 6 5 5 STR:78 DI-38, L=6' 6 5 5 STR:76 DI-2B, L=8' TP=56o.6o TP=556.73 EXISTING GRADE INV OUT: 554 Sz TO 76 INVIN:550.62T078 (TYP.1 INV OUT: 550.52 TO 74 PROPOSED GRADE 56o STR:74 DI-2B, L=8' (TYP.)- STR:72 DI-3B, L=i2' TP=554-12 56o TP=549-78 INV IN: 548.5o TO 76 INV IN: 543.44 TO 74 INV OUT: 547. oo TO 72 INV OUT: 54334 TO 70 STR:7o DI-3C, L=1o' HGL 555 TP=549.i8 - - - INV IN: 541.62 TO 72 555 INV OUT: 541.52 TO 26 4" FIRE LINE n CR 6 DTPC545 00 8" D.I. W/L EXISTING /z.5" COPPER (BLDG.IS)G / V0 o5oro 53895T07o CROSSING UGP /WATER LAT. 3.5' y9 538-95TO28 PROPOSED / CROSSING I - (I S5p 538.85 TO 24 2" P.E. GAS (BLDG. 5) QpE 20/0 CROSSING / 15 15 N 4.5 i 3-5'- 1.6' 66�F i M N. 44• 545 3I 545 1 E ZI ' 1.2' 4" WAT. LAT. 1 CROSSING 1 3, 1.3 " 1.4 93 4'1 (BLDG. 6) 6" SAN. LAT. 555 6y CROSSING CROSSING (65) 540 15" HDPE Qa 46.72 LF @3.69%- 540 18" HDPE 4" FIRE LINE 88.91 LF @ 2.89% CROSSIN 535 (BLDG. 6) 535 532 532 I� 0 1p H O 00 CO N Ol00 I� N n O IN Vm1 V't j � It Ir L � N V1 Vl 15+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 STR 78 - STR26 13+50 14+00 NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATIONS, SECTION 303.04(h). 2. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 3. ALL FILL TO BE PLACED AT 95% COMPACTION. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. S. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 6. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN ACCORDANCE WITH VDOT STANDARD IS-1. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 8. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 7oo8 ROAD AND BRIDGE STANDARDS. g. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE PROVIDED A$" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN ADDITIONAL 6" OF CONCRETE AT THE BOTTOM OF THE STRUCTURE TO PROTECT THE MANHOLE, ESPECIALLY WHERE FLOW IS EXPECTED TO CARRY ANY ABRASIVE MATERIAL, CONTINUOUS LIVE FLOW OR LIVE FLOW LASTING SEVERAL DAYS IS EXPECTED, OR THE SIZE OF PIPES IS 48" OR GREATER. 8. HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES - SEE NOTES & DETAILS SHEET FOR HDPE PIPE BEDDING INFORMATION. VERTICAL SCALE 1 INCH = 5 FEET HORIZONTAL SCALE 0 0 25 50 100 200 COTT/R. CtTLI No. 35791 2/06/23 ,,AA z En a Z� U O (f) w F�1 z `H > > / w Lu Lu m � o L z n J z Cti M M Lu C N � V / WN J O 05 WN z 04 Q H� W � J J ® > 0� z 0 W z�57 Q � °C W � Q Lu ul ZLu Q Lu W 0 LL U) J� 0 LLJ ~ H� j E LL Q W 0 0 J C) CV �--� u > U Lu J 0 Lu Lu (n 0 u w w o w z = d � JOB NO. 202202 1 INCH = 50 FEET SCALE V. 1 "=5' SHEET NO. 12 1 SCOTT/R. CtTLLINS� C�) No. 36791 2/06/23 1 �--- -- f ` --- 1 - po RIO RO - - � / -0-I - PUBLIC-(RAV- _ELWAY - f_------- __-___ 31, I Z - - - / 2------------------- --- - '- u M- / /- -548 - ��/5 - >Wz UNIT A3 UNIT B2LU f J ■ ■ ■ /= ? �r -S�+Q i •--- ' UNITC UNrt An NIT _ �m ` N N •� sa III, / EX. FENCE i � q 30 I 1 U 2 UN(t'5v r? I• fJ UNITC .. )! - � �. , �, / e /J Vr Im w N Sq6� I 1 aNi s2.- aelic �`- _ R\V P� N S L9Y c f9 7 1 / O � Z i ^ J - ILL .- Y y y / 11 Lu 38 542 1� i 5' / 2� I ` 1 i - 14 N LLI f 4 - e 4 / � .. - , UNIT UNIT 8• � •, I -. - -. i � � � / ry J P56/ m na i UNl � P �: 64 i' oI 6 P / 58 62 1 / 1 6 � �© / 60/ 5 / ' OFF -SITE APPROVED ,1 i 8 w � DRAINAGE AREA �p i � ti / /� OAKLEIGH WPO2os7 023 5 J o / 6oP1-00 GRAPHIC SCALE 40 0 20 40 r/ IN FEET ) 1 inch = 40 ft. Structure Area (Acres) CW t, (Min.) 2 0.00 0.90 5.0 4 0.00 0.90 5.0 6 0.16 0.87 5.0 8 0.26 0.81 5.0 10 0.00 0.90 5.0 12 0.11 0.80 5.0 14 0.24 0.87 5.0 16 0.11 0.88 5.0 18 0.09 0.80 5.0 20 0.16 0.83 5.0 22 0.28 0.81 5.0 24 0.37 0.88 5.0 26 0.27 0.80 5.0 28 0.41 0.81 5.0 30 0.22 0.67 5.0 32 0.16 0.89 5.0 EX34 2.46 0.63 16.1 36 0.20 0.82 5.0 38 0.54 0.84 5.0 40 0.09 0.84 5.0 42 0.12 0.76 5.0 44 0.07 0.89 5.0 46 0.55 0.72 5.0 48 0.40 0.76 5.0 50 0.40 0.53 5.0 52 0.34 0.85 5.0 54 0.18 0.81 5.0 56 0.10 0.87 5.0 58 0.02 0.81 5.0 60 0.58 0.40 10.9 62 0.19 0.53 8.3 64 0.93 0.53 9.0 66 0.17 0.76 5.0 68 0.14 0.73 5.0 70 0.45 0.73 5.0 72 0.64 0.55 11.2 74 0.18 0.53 11.3 76 0.75 0.44 14.1 78 0.12 0.52 8.3 UGDl 0.00 0.90 5.0 UGD2 0.00 0.90 1 5.0 Structure Area (Acres) Cw 6STR 0.06 0.82 6P 0.10 0.90 14STR 0.13 0.85 14P 0.11 0.90 24STR 0.23 0.86 24P 0.14 0.90 28STR 0.17 0.82 28P 0.24 0.80 30STR 0.07 0.76 30P 0.15 0.62 EX34STR 0.60 0.65 EX34P 1.86 0.62 38STR 0.14 0.83 38P 0.40 0.84 46STR 0.12 0.81 46P 0.43 0.69 48STR 0.26 0.78 48P 0.15 0.73 50STR 0.07 0.73 50P 0.32 0.48 60STR 0.01 0.90 60P 0.57 0.40 64STR 0.19 0.63 64P 0.74 0.50 66STR 0.10 0.65 66P 0.07 0.90 70STR 0.27 0.62 70P 0.17 0.90 72STR 0.56 0.51 72P 0.08 0.90 76STR 0.28 0.65 76P 0.47 0.32 > LL z W0 1 W z < o Lu w Za T z W Q a LU � 0 U ? 0 ZQ W O CR U) J o LI I� C J °C Q W 0 J 0C:)J u � U U w � w d � JOB NO. 202202 SCALE lip =40' SHEET NO. , 13 Design Storm Year = 10 Design Year: 10 Project: Heritage Apartments Job #: 202202 Prepared by: KKW, PE 0 DRAINAGEDESCRIPTIONS INLET INFORMATION DOWNSTREAM STRUCTURE SCOTT C.) �TH R. LINS�Z No. 35791 ,!tl A� 2/06/23 o��ssIONAL S v/ Zu O a U to z O > W °O z g Q r Z O F�1 Lu L L N o z M M Lu C4 N 4 � 'H^—q V / o W N rn N W" J Q z_ > LL LLf 11� J W o w J U J WU 1 � w �Z) OC � Q Q U Lu (11 Q z U) ® oc Z w w O _ oC J E Qw QJ o oc J � U U U W d W (n JOB NO. 202202 SCALE N/A SHEET NO. 14 ���--_---_— �' _-___-----_-- .. ©---____—® 1' 1: •: 1 1 1 11 ' 1 1 11 ` 1 1 m 1 1 1 1 0—_-____—_-__ 1 11 •1 0 1 11 m l 11 1 1 �® TH oF� o � SCOTT R. LINS�Z C�) No. 35791 1�1 A� 2/06/23 �� o��ssIONAL S Z J a Z U °O O U) Ln F�1 z g O Q > H w z W for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr w N a L o z <p� Z LL co M W N (H� V r W N J a WN z N zLd � O for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr J ��z� O J Q U W v DC w r / t"1 w 0- Q Ul U) Q w<� w O U) oc J� O LLJ J °C Q w 0� J � � U > U U W_ O W a � JOB NO. 202202 SCALE N/A SHEET NO. 15 PIPE DESIGN n = 0.013 ape Hydrology Pipe 3 v E d d E c � � a�i u m u u a"i $ � 5 m m 5 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 � � a o � rn m n w � a c U £ rn w C VI '� N � v O � � @ fV d IC � � N J # O f6 U N C � a N v1 t m i m � � m o a � @ � � 3 � g � a � iq y c � 10 m � m � o c � � d m w z m c � x o � o � x o- o � N 13 � ❑ L � Q X O � EL > � ¢ U U C' O C7 to v) F w ro y rn w <7 C+ c10i � 12 3C 10.0 0.11 0.80 0.091 0.36 0.00 0.36 0.0200 0.0500 2.0 0.0833 1.6660 2.26 0.99 2.7992 0.1166 0.1655 4.51 2.22 1.00 0.36 0.00 24STR 2B 8.0 0.23 0.86 0.195 0.78 0.00 0.78 0.0100 0.0100 2.0 0.0833 8.3300 9.37 0.73 3.7592 0.1566 0.1243 5.99 1.34 1.00 0.78 0.00 26 3C 10.0 0.27 0.80 0.216 0.66 0.00 0.86 0.0100 0.0500 2.0 0.0833 1.6660 3.56 0.92 2.7992 0.1166 0.1573 5.43 1.84 1.00 0.86 0.00 28STR 3B 8.0 0.17 0.82 0.142 0.57 0.00 0.57 0.0200 0.0200 2.0 0.0833 4.1650 4.74 0.90 3.5192 0.1466 0.1520 5.73 1.40 1.00 0.57 0.00 30STR 2B 6.0 0.07 0.76 0.056 0.22 0.00 0.22 0.0200 0.0200 2.0 0.0833 4.1650 3.35 0.98 3.5192 0.1466 0.1637 3.71 1.62 1.00 0.22 0.00 32 26 8.0 0.16 0.89 0.141 0.56 0.00 0.56 0.0325 0.0200 2.0 0.0833 4.1650 4.31 0.93 3.5192 0.1466 0.1564 6.50 1.23 1.00 0.56 0.00 IX34STR 2B 8.0 0.60 0.65 0.387 1.55 0.00 1.55 0.0100 0.0200 2.0 0.0833 4.1650 7.86 0.68 3.5192 0.1466 0.1197 8.18 0.98 1.00 1.55 0.00 36 3B 8.0 0.20 0.82 0.161 0.65 0.00 0.65 0.0325 0.0200 2.0 0.0833 4.1650 4.54 0.92 3.5192 0.1466 0.1549 6.91 1.16 1.00 0.65 0.00 38STR 36 6.0 0.14 0.83 0.117 0.47 0.00 0.47 0.0200 0.0500 2.0 0.0833 1.6660 2.48 0.99 2.7992 0.1166 0.1655 5.02 1.20 1.00 0.47 0.00 46STR 3B 6.0 0.12 0.81 0.097 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0833 4.1650 4.11 0.95 3.5192 0.1466 0.1593 4.74 1.26 1.00 0.39 0.00 48STR 3B 12.0 0.26 0.78 0.200 0.80 0.00 0.80 0.0200 0.0200 2.0 0.0400 2.0000 5.38 0.81 2.4800 0.1033 0.1037 8.31 1.44 1.00 0.80 0.00 54 26 8.0 0.18 0.81 0.145 0.58 0.00 0.58 0.0250 0.0100 2.0 0.0833 8.3300 7.06 0.85 3.7592 0.1566 0.1431 6.40 1.25 1.00 0.58 0.00 58 3B 4.0 0.02 0.81 0.013 0.05 0.00 0.05 0.0300 0.0200 2.0 0.0833 4.1650 1.80 1.00 3.5192 0.1466 0.1666 2.26 1.77 1.00 0.05 0.00 60STR 3B 4.0 0.01 0.90 0.008 0.03 0.00 0.03 0.0300 0.0200 2.0 0.0833 4.1650 1.53 1.00 3.5192 0.1466 0.1666 1.87 2.13 1.00 0.03 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 � � a m� � c' 10 � _ m � � a s .o N � � d � ^ O N � JN f6 U C n m � � m � c 3 r m > o 0 o ,v_ � c 3 S � ° 10 _ � � a V) � � c � � .'a x 9 m 3 o � o x a o E �'m m p Q a � ¢ U C7 in 3 w � in C1 � > U C+ U of m ui O c16i 12 3C 10.0 0.11 0.80 0.091 0.59 0.00 0.59 0.0200 0.0500 2.0 0.0833 1.6660 2.71 0.97 2.7992 0.1166 0.1631 5.58 1.79 1.00 0.59 0.00 24STR 2B 8.0 0.23 0.86 0.195 1.27 0.00 1.27 0.0100 0.0100 2.0 0.0833 8.3300 11.24 0.70 3.7592 0.1566 0.1196 7.52 1.06 1.00 1.27 0.00 26 3C 10.0 0.27 0.80 0.216 1.40 0.00 1.40 0.0100 0.0500 2.0 0.0833 1.6660 4.27 0.86 2.7992 0.1166 0.1503 8.85 1.46 1.00 1.40 0.00 285TR 36 8.0 0.17 0.82 0.142 0.93 0.00 0.93 0.0200 0.0200 2.0 0.0833 4.1650 5.69 0.84 3.5192 0.1466 0.1432 7.29 1.10 1.00 0.93 0.00 30STR 2B 6.0 0.07 0.76 0.056 0.37 0.02 0.38 0.0200 0.0200 2.0 0.0833 4.1650 4.09 0.95 3.5192 0.1466 0.1593 4.72 1.27 1.00 0.38 0.00 32 26 8.0 0.16 0.89 0.141 0.92 0.20 1.12 0.0325 0.0200 2.0 0.0833 4.1650 5.57 0.88 3.5192 0.1466 0.1490 8.90 0.90 0.98 1.10 0.02 30 IX34STR 2B 8.0 0.60 0.65 0.387 2.52 0.00 2.52 0.0100 0.0200 2.0 0.0833 4.1650 9.43 0.61 3.5192 0.1466 0.1094 10.59 0.76 0.92 2.32 0.20 32 36 3B 8.0 0.20 0.82 0.161 1.05 0.00 1.05 0.0325 0.0200 2.0 0.0833 4.1650 5.44 0.86 3.5192 0.1466 0.1461 8.77 0.91 0.99 1.04 0.01 8 38STR 3B 6.0 0.14 0.83 0.117 0.76 0.00 0.76 0.0200 0.0500 2.0 0.0833 1.6660 2.98 0.95 2.7992 0.1166 0.1608 6.26 0.96 1.00 0.76 0.00 46STR 3B 6.0 0.12 0.81 0.097 0.63 0.00 0.63 0.0200 0.0200 2.0 0.0833 4.1650 4.93 0.88 3.5192 0.1466 0.1490 6.05 0.99 1.00 0.63 0.00 48STR 3B 12.0 0.26 0.78 0.200 1.30 0.00 1.30 0.0200 0.0200 2.0 0.0400 2.0000 6.46 0.75 2.4800 0.1033 0.0975 10.58 1.13 1.00 1.30 0.00 54 2B 8.0 0.18 0.81 0.145 0.94 0.00 0.94 0.0250 0.0100 2.0 0.0833 8.3300 8.47 0.75 3.7592 0.1566 0.1275 8.42 0.95 1.00 0.94 0.00 58 3B 4.0 0.02 0.81 0.013 0.09 0.00 0.09 0.0300 0.0200 2.0 0.0833 4.1650 2.16 1.00 3.5192 0.1466 0.1666 2.77 1.45 1.00 0.09 0.00 60STR 3B 4.0 0.01 0.90 0.008 0.06 0.00 0.06 0.0300 0.0200 2.0 0.0833 4.1650 1.83 1.00 3.5192 0.1466 0.1666 2.30 1.74 1.00 0.06 0.00 TH oF� o � SCOTT R. LINS�Z C�) No. 35791 1�1 A� 2/06/23 �� o��ssIONAL S Z J En~_ a ZU M U °O 0 to Z F�1 z g O Q I- Wz NW CIS W Orr N o z <p� Z ti LL M M w N (H� � V W N J a WN z_ N O Q z O J Q U LLI w r (r1 LU Q QF1 ® LL Zw<� w O J� o w ~� " gutter longitudinal slope of 0.001 should be used in a sump condition " gutter longitudinal slope of 0.001 should be used in a sump condition E - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth J Of - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 1Oyr conveyance to the facilities Q NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. 0 W 0CD 0 U > U U W_ O W a � JOB NO. 202202 SCALE N/A SHEET NO. 16 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 inlhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet `�° � o N Q « a N 'o � o � � Q p � � w � N C N O � � o 0 3 0 `° iu W x v N rn C C a p m 3 s m m E INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet Dc w � U s N U d u ... 'o o p` � Q � � � U C! C7 C1 C N � O v t O U c o v o m � 3 � � Oi � W � (n v, N W N C £ s m w rn v w � all 0.06 0.82 0.047 0.31 0.00 0.31 0.0010 0.0500 2.0 0.0833 1.6660 3.72 6STR 3B 6.0 combined flow 0.3 0.06 0.126 1.15 all 0.26 0.81 0.207 1.35 0.01 1.36 0.0010 0.0500 2.0 0.0833 1.6660 6.47 8 36 8.0 combined flow 1.4 0.14 0.299 2.74 all 0.13 0.85 0.111 0.72 0.00 0.72 0.0010 0.0500 2.0 0.0833 1.6660 5.13 14STR 2B 6.0 combined flow 0.7 0.10 0.223 2.05 all 0.11 0.88 0.096 0.62 0.00 0.62 0.0010 0.0500 2.0 0.0833 1.6660 4.65 16 3B 6.0 combined flow 0.6 0.09 0.202 1.85 all 0.09 0.80 0.075 0.49 0.00 0.49 0.0010 0.0500 2.0 0.0833 1.6660 4.43 18 2B 6.0 combined flow 0.5 0.08 0.172 1.58 all 0.16 0.83 0.132 0.86 0.00 0.86 0.0010 0.0500 2.0 0.0833 1.6660 5.47 20 2B 6.0 combined flow 0.9 0.11 0.250 2.29 left 0.15 0.81 0.122 0.79 0.00 0.79 0.0010 0.0500 2.0 0.0833 1.6660 5.30 right 0.13 0.81 0.109 0.71 0.00 0.71 0.0010 0.0500 2.0 0.0833 1.6660 5.09 22 2C 8.0 combined flow 1.5 0.15 0.320 2.93 all 0.09 0.84 0.072 0.47 0.00 0.47 0.0010 0.0300 2.0 0.0833 2.7767 6.01 40 2B 6.0 combined flow 0.5 0.08 0.168 2.56 all 0.12 0.76 0.095 0.62 0.00 0.62 0.0010 0.0300 2.0 0.0833 2.7767 6.65 42 2B 6.0 combined flow 0.6 0.09 0.201 3.07 all 0.07 0.89 0.065 0.42 0.00 0.42 0.0010 0.0500 2.0 0.0833 1.6660 4.19 44 36 6.0 combined flow 0.4 0.07 0.156 1.43 left 0.03 0.73 0.022 0.14 0.00 0.14 0.0010 0.0500 2.0 0.0500 1.0000 2.78 right 0.04 0.73 0.032 0.21 0.00 0.21 0.0010 0.0500 2.0 0.0500 1.0000 3.23 50STR 3C 8.0 combined flow 0.4 0.06 0.122 1.12 left 0.17 0.85 0.145 0.94 0.00 0.94 0.0010 0.0300 2.0 0.0833 2.7767 7.80 right 0.17 0.85 0.144 0.93 0.00 0.93 0.0010 0.0300 2.0 0.0833 2.7767 7.77 52 2C 12.0 combined flow 1.9 0.14 0.305 4.66 all 0.10 0.87 0.088 0.57 0.00 0.57 0.0010 0.0200 2.0 0.0833 4.1650 8.33 56 2B 6.0 combined flow 0.6 0.09 0.191 4.38 all 0.19 0.53 0.102 0.66 0.00 0.66 0.0010 0.0500 2.0 0.0833 1.6660 4.96 62 3B 6.0 combined flow 0.7 0.10 0.211 1.93 all 0.19 0.63 0.119 0.78 0.00 0.78 0.0010 0.0500 2.0 0.0200 0.4000 5.27 64STR 3B 8.0 combined flow 0.8 0.09 0.206 1.89 left 0.03 0.65 0.020 0.13 0.00 0.13 0.0010 0.0200 2.0 0.0833 4.1650 4.75 right 0.07 0.65 0.044 0.29 0.00 0.29 0.0010 0.0200 2.0 0.0833 4.1650 6.42 66STR 3C 6.0 combined flow 0.4 0.07 0.154 3.53 left 0.05 0.73 0.037 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 6.00 right 0.09 0.73 0.065 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0833 4.1650 7.43 68 3C 6.0 combined flow 0.7 0.10 0.210 4.81 left 0.03 0.62 0.019 0.12 0.00 0.12 0.0010 0.0200 2.0 0.0833 4.1650 4.65 right 0.24 0.62 0.151 0.98 0.00 0.98 0.0010 0.0200 2.0 0.0833 4.1650 10.19 70STR 3C 10.0 combined flow 1.1 0.11 0.234 5.37 all 0.56 0.51 0.285 1.85 0.00 1.85 0.0010 0.0200 2.0 0.0833 4.1650 12.94 72STR 3B 12.0 combined flow 1.9 0.14 0.303 6.93 all 0.18 0.53 0.095 0.62 0.00 0.62 0.0010 0.0200 2.0 0.0833 4.1650 8.58 74 2B 8.0 combined flow 0.6 0.08 0.177 4.06 all 0.28 0.65 0.182 1.18 0.00 1.18 0.0010 0.0200 2.0 0.0833 4.1650 10.93 76STR 28 8.0 combined flow 1.2 0.13 0.273 6.26 all 0.12 0.52 0.064 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0500 2.5000 7.41 78 36 6.0 combined flow 0.4 0.07 0.155 3.56 555 SIGHT LINE (TYP.) SIGHT HT. OBJ 3 5 555 SIGHT LINE (TYP.) SIGHT DISTAN E=415' // HT. F 550 HT. OF = _ — — 550 OBJ=3.5' — — — — — — — — — — — — — — — — — — — — — EXISTING GRADE (TYP. 545 545 EXISTING GRADE (TYP.) 542 542 N o 0 0 0 0 L9 m m m o 00 00 It 00 S 00 S m .t 00 �t 00 .t 00 �t r 6 00 It 00 't Ol OD d 00 O1 .t O vt O ut O to ri ul N ul ul ul �: � ul � ul 'T N ul 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 570 570 OF OBJ=3.5' 565 565 SIGHT LINE o / c,\GNj D SSPNCE' / 56o / / 560 , 555 SIGHT LINE (TYP.) T DISTA CE=4''15' HT. OF / EXISTING GRADE / (TYP.) 555 EYE=3.5' — — J HT. OF 550 OBJ=3.5' J 550 545 — — — — — — — 545 542 EXISTING GRADE (TYP.) 542 �t O S m 00 d 00 m f n .t 00 Ol d N1 l0 n ri l0 N 00 0) d 0) d Ol �t I� S •t ul d ul L!1 N al V1 M Ln v1 .t LA l0 �!1 n �l Q1 ul O w N lD M w ut ut L 1 U) ut ut L 10+00 10+50 11+00 11+So 12+00 SIGHT DISTANCE - HERITAGE HALL TO RIO IGHT DISTA SIGHT LINE (TYP. 555 HT. OF SIGHT LINE (TYP.) 555 OBJ=3.5' SIGHT DISTANCE=28 ' HT. HT. OF DF EYE=3.5' OBJ 3.5' 550 ---, 550 EXISTING GRADE (TYP. EXISTING GRADE (TYP.)—/ 545 545 542 542 10 W N !Y1 co O in l!1 m a l0 O It n N O S 'i 00 S lNl1 O1 vi 0l 0 1 3 � � 0n v1 0 S n �n �n n vyLn n n in 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15. SIGHT DISTANCE - ENTRADA DRIVE WEST TO HERITAGE HALL 16+5o 17+00 17+50 18+oo 18+5o VERTICAL SCALE 5 0 2.5 5 10 20 1 INCH = 5 FEET HORIZONTAL SCALE 1 INCH = 50 FEET SIGHT LINE (TYP.) 555 HT. OF SIGHT DIST kNCE= SIGHT LINE (TYP.) 555 OBJ=3.5 SIGHT DISTANCE=28o' HT. OF _ EYE=3.5' HT. OFJ=3 550 — _ \ OB.5' 550 JEXISTING �\l GRADE (TYP. / EXISTING GRADE (TYP.) 545 545 542 542 tD 00 01 . n N ^ 1. OH O M O M M C. 00 O N N O 4 O O 00 O1 00 O 00 Ol 00 Ol Ol O1 m Ln 6 O 6 N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SIGHT LINE (TYP.) 555 555 SIGHT D STANCE=28o' HT. OF OBJ=3.5' HT. OF 550 YE=3-5' 550 545 EXISTING GRADE (TYP. 545 542 542 N rl P, O I� N O N O ° S Ln a 11 L,Ln 0 v 0 0 SIGHT DISTANCE - DRIVE AISLE WEST TO HERITAGE HALL 555 SIGHT LINE (TYP.) 555 HT. OF SIGHT DISTANC =2$0, EYE=3.5' T. O F 550 C BJ=3 5' 550 545 EXISTING GRADE (TYP.) 545 542 542 CO Q O 00 O COOO O00 O NO L Ln 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE -DRIVE AISLE EAST TO HERITAGE HALL COTT/R. C'tTLLINS�Z No. 35791 1�1 2/06/23 Fowl L N o L z Q zti M M LU C3 N 4 'H^—A CY) V I WN J O WN z N > LL w Lv LL J (n O 0w �zw O LJJ U Z -1 2: z _ I---Q W " U � Q o F— Ul (n ® (_7 ZLU w®/ LL U) JO LU ~ H� � LL Q W J 0C)J u � U U w O w d JOB NO. 202202 SCALE V. 1 "=5' H: 1 "=50' SHEET NO. 17 i FUTURE LOCATION OF INTERPARCEL VEHICULAR CONNECTION TO TMP 45-26B1 UPON DEMAND OF THE COUNTY 10' LANDSCAPED BUFFER CONCEPT GRAPHICS SCHEDULE PARKING LOT AND VEHICULAR CIRCULATION AREA TAKEOFF.- 132,005 SF INTERIOR PARKING LOT AREA TAKEOFF.' 7,997 SF LANDSCAPE NOTES: TREE PROTECTION FENCING �i EXISTING TREE LIMITS PROPOSED TREE LIMITS 1 10' LANDSCAPED BUFFER S po 1 OPKI 5851p D g' ONSITE LANDSCAPE SCHEDULE KEY QTY. I CAT. BOTANICAL NAME COMMON NAME CAL / HT. CONT. CANOPY TOTAL CANOPY SHADE TREES ACFR 18 LARGE ACERX FREEMANII'JEFFERSRED' AUTUMN BLAZE MAPLE 2 1- B+B 397 7146 BENI 0 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 2 i' B+B 397 0 GLET 17 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 2 1- 21 B+8 424 7208 PLAC 0 LARGE PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 21- 21 B+8 368 0 QUEP 41 LARGE QUERCUS PHELLOS WILLOW OAK 2 #' B+B 370 15170 QURU 10 LARGE QUERCUS RUBRA NORTHERN RED OAK 2 ^ B+B 424 4240 SUBTOTAL 1 861 SUBTOTAL 33764 ORNAMENTALTREES AMGA 4 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 i' _ 1^ / g� B+B 130 520 CECA 2 SMALL CERCIS CANADENSIS'FOREST PANSY' FOREST PANSY EASTERN REDBUD 1, _ 1^ / 8, B+B 124 248 COFR 3 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1211, -1 / 8, B+B 124 372 MAVI 2 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA 1, _ 1^ / 8, B+B 113 226 PRYE 7 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 1In _ B+B 99 99 SUBTOTAL 12 SUBTOTAL 1465 EVERGREEN TREES CUXL 108 X CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 1 11, _ 1^ / 8, B+B 23 2484 ]LED 29 ILEX OPACA AMERICAN HOLLY 1lu 2 -1 ^ / g B+B 56 1624 INRS 40 ILEX X NELLIE R STEVENS NELLIE R STEVENS HOLLY 1, _ 1^ / 8, B+B 44 1760 ILAF 27 ILEX X ATTENUATA'FOSTERI' FOSTER HOLLY 1 11, _ 1^ / 8, B+B 16 432 SUBTOTAL 108 SUBTOTAL 2484 EVERGREEN SHRUBS ICST 23 NA ILEX CRENATA SOFT TOUCH SOFT TOUCH JAPANESE HOLLY 18-24" HT. #3 CAN 76 368 ILCR 0 NA ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24" HT. #3 CAN 16 0 PLOL 31 NA PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 310 RHEV 39 NA RHODODENDRON X ROBLEV AUTUMN IVORY ENCORE AZALEA 18-24" HT. #3 CAN 10 390 SUBTOTAL 70 SUBTOTAL 700 TOTAL 38413 LANDSCAPE NOTES: 1. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF. 2. METHOD OF INSTALLATION: ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 SQUARE FEET PER TREE, WITH A MINIMUM DIMENSION OF FIVE FEET IN ORDER TO PROTECT THE LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. WHERE NECESSARY, TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. 3. MAINTAINING AND REPLACING LANDSCAPING AND SCREENING: ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 4. MAINTAINING TREES IF SITE NOT UNDER SINGLE OWNERSHIP: IN THE CASE OF DEVELOPMENT WITH UNITS FOR SALE, THE TREES SHALL BE MAINTAINED BY A PROPERTY OWNER'S ASSOCIATION. PRIOR TO FINAL SITE PLAN APPROVAL, THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAYBE RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PREPARED BY THE COUNTY ATTORNEY. 5. MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY: IF STREET TREES ARE PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MANUALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. LAWN AREAS MAY BE EITHER SEED OR SOD. 8. SEE CIVIL DRAWINGS FOR LIGHTING AND PHOTOMETRIC PLANS. KEY MAP SEAL 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM r AA-1 vo ),TTHEW V. CLERK lic. No. 952 02/06/2023 NOT FOR CONSTRUCTION PROJECT HERITAGE ON RIO GW PARTNERS RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY. VA I ANDDESIGN PROJ.# 2022116 REVISION / ISSUANCE DESIGNED BY: DRAWN BY: CHECKED BY: SCALE NORTH VERT: = HORZ: V1"40' 0 20' 40' 80, SHEET TITLE PLANTING REFERENCE PLAN 2rnO2312:30PM DAPHNEBRICE Z:\TEMPLATESISHEETS\CDSHEETSLLASHEET-24X36.DW ORIGINAL SHEET SIZE: 24 X36- SHEET NUMBER L 100 jN\P Rpi P05 � 645N�\ S MM P P� N`N p. 9Q.551 O•g•33, nj 1 LANDSCAPE NOTES: 1. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF. 2. METHOD OF INSTALLATION: ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 SQUARE FEET PER TREE, WITH A MINIMUM DIMENSION OF FIVE FEET IN ORDER TO PROTECT THE LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. WHERE NECESSARY, TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. 3. MAINTAINING AND REPLACING LANDSCAPING AND SCREENING: ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 4. MAINTAINING TREES IF SITE NOT UNDER SINGLE OWNERSHIP: IN THE CASE OF DEVELOPMENT WITH UNITS FOR SALE, THE TREES SHALL BE MAINTAINED BY A PROPERTY OWNER'S ASSOCIATION. PRIOR TO FINAL SITE PLAN APPROVAL, THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PREPARED BY THE COUNTY ATTORNEY. 5. MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY: IF STREET TREES ARE PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MANUALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. LAWN AREAS MAY BE EITHER SEED OR SOD. 8. SEE CIVIL DRAWINGS FOR LIGHTING AND PHOTOMETRIC PLANS. KEY MAP SEAL 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM vo ),TTHEW V. CLERK lic. No. 952 02/06/2023 NOT FOR CONSTRUCTION PROJECT HERITAGE ON RIO GW PARTNERS RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY. VA I ANDDESIGN PROJ.# 2022116 REVISION / ISSUANCE DESIGNED BY: DRAWN BY: CHECKED BY: SCALE NORTH VERT: = HORZ: V1"30' 0 15, 30, 60' SHEET TITLE PLANTING PLAN 2/6/202312:32PM DAPHNEBRICE Z:\TEMPLATESISHEETS\CDSHEETSLLASHEET-24X36.DW ORIGINAL SHEET SIZE: 24 X36- SHEET NUMBER L101 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM 505 R o R5C,49 P A6 it D B X%p• p� N`N P• 1112p 4 - S5P�/ D B. 455 p O•g' SM# RDtrN tjM G , -7 pG. 0.16. .1p 3% DB Ag%\p.9 N`N p. 10 K`0GNOQG roll OP 5051 D 8' lop' Fkf` - 11 0Nw06.51 p G. LANDSCAPE NOTES: 1. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF. 2. METHOD OF INSTALLATION: ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 SQUARE FEET PER TREE, WITH A MINIMUM DIMENSION OF FIVE FEET IN ORDER TO PROTECT THE LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. WHERE NECESSARY, TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. 3. MAINTAINING AND REPLACING LANDSCAPING AND SCREENING: ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 4. MAINTAINING TREES IF SITE NOT UNDER SINGLE OWNERSHIP: IN THE CASE OF DEVELOPMENT WITH UNITS FOR SALE, THE TREES SHALL BE MAINTAINED BY A PROPERTY OWNER'S ASSOCIATION. PRIOR TO FINAL SITE PLAN APPROVAL, THE DEVELOPER SHALL SUBMIT TO THE AGENT AN INSTRUMENT ASSURING THE PERPETUAL MAINTENANCE OF THE TREES. THE INSTRUMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY AND SHALL BE IN A FORM AND STYLE SO THAT IT MAY BE RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF THE COUNTY. THE AGENT MAY REQUIRE THAT THE INSTRUMENT BE ON A FORM PREPARED BY THE COUNTY ATTORNEY. 5. MAINTAINING STREET TREES PLANTED WITHIN A PUBLIC STREET RIGHT-OF-WAY: IF STREET TREES ARE PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MANUALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 7. LAWN AREAS MAY BE EITHER SEED OR SOD. 8. SEE CIVIL DRAWINGS FOR LIGHTING AND PHOTOMETRIC PLANS. KEY MAP SEAL vo kTTHEW V. CLERK lic. No. 952 02/06/2023 NOT FOR CONSTRUCTION PROJECT HERITAGE ON RIO GW PARTNERS RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY. VA I ANDDESIGN PROJ.# 2022116 REVISION / ISSUANCE DESIGNED BY: DRAWN BY: CHECKED BY: SCALE NORTH VERT: = HORZ: V1"30' 0 15, 30, 60' SHEET TITLE PLANTING PLAN 2rnO2312:33PM DAPHNEBRICE Z:\TEMPLATESISHEETS\CDSHEETSLLASHEET-24X36.DW ORIGINAL SHEET SIZE: 24 X36- SHEET NUMBER L102 LANDSCAPE NOTES: ® PARKING LOT AND VEHICULAR CIRCULATION AREA INTERIOR PARKING LOT INTERIOR PARKING LOT TREJ 0100 LANDSCAPING• ONSITE LANDSCAPE SCHEDULE KEY QTY. CAT. BOTANICAL NAME COMMON NAME CAL / HT. CONT. I CANOPY TOTAL CANOPY SHADE TREES ACFR 18 LARGE ACER X FREEMANII 'JEFFERSRED' AUTUMN BLAZE MAPLE 2 z" B+B 397 7146 BENI 0 LARGE BETULA NIGRA'CULLY' HERITAGE RIVER BIRCH 2 z- B+B 397 0 GLET 17 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 2 z- B+B 424 7208 PLAC 0 LARGE PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 2 z- B+B 368 0 QUEP 41 LARGE QUERCUS PHELLOS WILLOW OAK 2 Z^ B+B 370 15170 QURU 10 LARGE QUERCUS RUBRA NORTHERN RED OAK 2 z- B+B 424 4240 SUBTOTAL 86 SUBTOTAL 33764 ORNAMENTALTREES AMGA 4 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 2• _ 1 4„ / 8. B+B 130 520 CECA 2 SMALL CERCIS CANADENSIS 'FOREST PANSY' FOREST PANSY EASTERN REDBUD 1 2"' - 1 4„ / 8- B+B 124 248 COFR 3 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1 Z• _ 1 4„ / 8, B+B 124 372 MAVI 2 SMALL MAGNOLIA VIRGINIANA'JIM WILSON' MOONGLOW SWEETBAY MAGNOLIA 1 Z• - 1 4../ 8. B+B 113 226 PRYE 1 SMALL PRUNUS X YEDOENSIS YOSHINO CHERRY 1 Z• _ 1 2„ / 8. B+B 99 99 SUBTOTAL 12 SUBTOTAL 1465 EVERGREEN TREES CUXL 108 X CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 1 Z• - 1 4" / 8' B+B 23 2484 ILEO 29 ILEX OPACA AMERICAN HOLLY 1 1" _ 1 4„ / g' B+B 56 1624 INRS 40 ILEX X NELLIE R STEVENS NELLIE R STEVENS HOLLY 1 Z• - 1 4../ 8. B+B 44 1760 ILAF 27 ILEX X ATTENUATA'FOSTERI' FOSTER HOLLY 1 Z• - 1 4„ / 8. B+B 16 432 SUBTOTAL 108 SUBTOTAL 2484 EVERGREEN SHRUBS ICST 23 NA ILEX CRENATA SOFT TOUCH SOFT TOUCH JAPANESE HOLLY 18-24" HT. #3 CAN 16 368 ILCR 0 NA ILEX CRENATA'COMPACTA' COMPACT JAPANESE HOLLY 18-24" HT. #3 CAN 16 0 PLOL 31 NA PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 310 RHEV 39 NA RHODODENDRON X ROBLEV AUTUMN IVORY ENCORE AZALEA 18-24" HT. #3 CAN 10 390 SUBTOTAL 70 SUBTOTAL 700 TOTAL 38413 LANDSCAPING ALONG STREETS SECTION 32.7.9.5 ADJACENT ROAD NAME AND TYPE RIO ROAD WEST TOTAL LINEAR FEET 1000 LF SEE NOTE BELOW DESCRIPTION REQUIRED PROVIDED LARGE TREES (1/50) X 1000 20 23 SHRUBS (1/5) X 1000 102 *70 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 0 23 23 23 100 100 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 0 EVERGREEN LARGE TREE 0 0 0 0 0 0 MEDIUM TREE 0 0 0 0 SMALLTREE 0 0 0 0 TOTAL 0 23 23 23 100 DECIDUOUS SHRUB 0 0 0 70 0 EVERGREEN SHRUB 0 70 70 100 TOTAL 0 70 70 70 100 "SR" SYMBOLS INDICATE SPECIES USED TO FULFILL THIS REQUIREMENT 'SHRUBS ARE PLACED FOR SCREENING ONLY ADJACENT TO PARKING AREAS RIO ROAD WEST TO BE SCREENED 142 LF LANDSCAPING WITHIN A PARKING AREA SECTION 32.7.9.6 PARKING LOT AREA AND # OF SPACES 132,005 SF AND 377 SPACES PARKING LOT LANDSCAPE REQUIREMENT 5% DESCRIPTION REQUIRED PROVIDED PARKING LOT LANDSCAPE AREA 132,005 X 5% 6600 7997 SF (6.06%) TREES (1/10) X 377 SPACES 38 53 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 0 49 49 53 92 100 MEDIUM TREE 0 0 0 0 SMALL TREE 0 4 4 8 EVERGREEN LARGE TREE 0 0 0 0 0 0 MEDIUM TREE 0 0 0 0 SMALL TREE 0 0 0 0 TOTAL 0 53 53 53 100 DECIDUOUS SHRUB 0 0 0 0 0 EVERGREEN SHRUB 0 0 0 0 TOTAL 0 0 0 0 0 "P" SYMBOLS INDICATE SPECIES USED TO FULFILL THIS REQUIREMENT TREE CANOPY SECTION 32.7.9.8 TOTAL SITE AREA 358,586 SF (8.23 AC) PROPOSED LAND USE RESIDENTIAL 20+ UNITS PER ACRE MINIMUM TREE CANOPY 10% TREE CANOPY REQUIRED (358,586 SF X 10%) 35,859 SF DESCRIPTION SQUARE FEET ACRES EXISTING CANOPY TO BE PRESERVED 0 SF 0 AC PROPOSED CANOPY 38,413 SF 0.88 AC TOTAL CANOPY PROVIDED 38,413 SF (10.71 %) 0.88 AC LandDesign. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM KEY MAP 'HEW V. CLARK lic. No. 952 02/06/2023 SEAL NOT FOR CONSTRUCTION PROJECT HERITAGE ON RIO GW PARTNERS RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY. VA I ANDDESIGN PROJ.# 2022116 REVISION / ISSUANCE DESIGNED BY DRAWN BY: CHECKED BY: SCALE NORTH VERT: N/A HORZ: 1"=30' 0 15, 30' 60' SHEET TITLE 2rnO2312:36PM DAPHNEBRICE Z:\TEMPLATESISHEETS\CDSHEETSLLASHEET-24X36.DW ORIGINAL SHEET SIZE: 24 X36" LANDSCAPE COMPLIANCE SHEET NUMBER L 103 LandDesign. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM CENTRALLEADER (SEE CROWN OBSERVATIONS DETAIL) TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL, BERM SHALL BEGIN AT ROOT BALL PERIPHERY LOOSENED SOIL, DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN 3" LAYER OF MULCH, NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL (SEE SPECIFICATIONS FOR MULCH) EXISTING SOIL ROUND -TOPPED SOIL BERM 4" HIGH AND 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOTBALL FOR 2400, BERM SHALL BEGIN AT ROOT BALL PERIPHERY BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL 11 3X ROOTBALL 11 4" LAYER OF MULCH NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK MEETS SUBSTRATE/SOIL SLOPE SIDES OF LOOSENED SOIL LOOSENED THE SOIL, DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN -1 :) TREE PLANTING r4'� SHRUB PLANTING ON SLOPE L104 SECTION 3/8" = 1'-01, L104 SECTION 3/4" = 1'-0" 3" LAYER OF MULCH, NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL (SEE SPECIFICATIONS FOR MULCH) 2 L104 3 L104 3X ROOT BALL TREE PLANTING ON SLOPE SECTION SHRUB PLANTING VTRALLEADER E CROWN OBSERVATIONS DETAIL) IGINAL SLOPE SHOULD PASS THROUGH POINT WHERE THE TRUNK BASE ETS SUBSTRATE/SOIL )OSENED SOIL, DIG AND TURN iE SOIL TO REDUCE THE IMPACTION TO THE AREA AND EPTH SHOWN BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL 3/8" = 1'-01, 3" LAYER OF MULCH NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL 4" HIGH X 8" WIDE ROUND- TOPPED SOIL BERM ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL, BERM SHALL BEGIN AT ROOT BALL PERIPHERY FINISH GRADE SLOPE SIDES OF LOOSENED SOIL LOOSENED SOIL, DIG AND TURN THE SOIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN EXISTING SOIL ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL 5 L104 SPACING D' -L+ + + + + + + + 05 + + + + + + + + PLANT SPACING CHART SPACING "D" ROW "A" PLANTS / S.F. 6" O.C. 5.20" O.C. 4.61 8" O.C. 6.93" O.C. 2.60 loll O.C. 8.66" O.C. 1.66 12" O.C. 10.40" O.C. 1.15 151, O.C. 13.00" O.C. 0.73 181, O.C. 15.60" O.C. 0.51 24" O.C. 20.80" O.C. 0.29 LAYER OF MULCH FINISHED GRADE MODIFIED SOIL, DEPTH VARIES (SEE SPECIFICATIONS FOR SOIL MODIFICATION) EXISTING SOIL GROUNDCOVER SECTION AND SPACING SECTION 3/4" = 1'-01, NOTES: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND T ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. KEY MAP vo ),TTHEW V. CLARK lic. No. 952 02/06/2023 SEAL NOT FOR CONSTRUCTION PROJECT HERITAGE ON RIO GW PARTNERS RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY. VA I ANDDESIGN PROJ.# 2022116 REVISION / ISSUANCE DESIGNED BY: DRAWN BY: CHECKED BY: SCALE NORTH VERT: N/A HORZ: AS NOTED SHEET TITLE SECTION 3/4" = 1'-01, 2rnO2312:37PM DAPHNEBRICE Z:\TEMPLATESISHEETS\CDSHEETSLLASHEET-24X36.DWT ORIGINAL SHEET SIZE: 24 X36' LANDSCAPE DETAILS SHEET NUMBER L104 Conservation Plan Notes: Landscape Notes 1 .ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. 1992 FENCING AND I I DRIP LINE [/lISMIM 3.38 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE APARTMENT COMPLEX. Planting Notes 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE. SEE SPECS. 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS. County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp IH-284-111-297 for complete specifications) 1. The followNe items shall be shown on the also: U Trees to be saved; ® Limits of clearing (outside dophns of trees to be saved); LI Locationandtypeofprotectivefawing; LI Grade changes requiring tree wells or walls; D Proposed trenching or tunnding beyond the limits of clearing. 2. Mackinac Q All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. LI No grading shall begin until the tree maridng has been inspected and approved by a County Inspector. 3. Pre-0omtruction Conference: ZI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Egedposent Operation and Storaee: ILI Heavy equipment, vehicerar tmtfre and storage of ernstnsetion materials including soil shall not be pemti iod within the driplines of trees to be saved. SNOW FENCE �I --�,v 5. Sall Erosion and Smenroater Detention Devices: 1f11f LI Such devices shall not adversely affect trees to be saved. 6. Firer: fl Firsa are not permitted within 100 feet of the driphre of trees to be saved. 7. Toxic Materials: 00 ® Toxic materials shall not be stored within l00 feet of the driphne of trees to be saved. _ PO I S. Protective Femeb m BOARD FENCE CORD FENCE PLASTIC FENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING 00 /M41 TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 Ll Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ZI Fencing shall be in place and shall be inspected and approved by a County Inspector prim to grading or, construction 9. Tree Wells: EI When the ground level must be raised within the dripline ofa has to be saved a tree well shall be provided and a construction detail submitted for approval. 19. Tree Walla: LI When the ground level most be lowered within the ddpline a hee to be saved, arose wall shall be provided; and a construction detail submitted for approval. 11. Trenchine and Tunnelins: ZI When trenching is required within the limits ordering, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an altemative when it is anticipated that necessary trenching will destroy fader roots. 12. Clete M Protective fencing shall be the last items removed during the final deanup. 13. Damaged TreerTrees: ® Damage¢Loes shall be treated immediately bypmning, fertilization m other methods recmmnended by a tree specialist NOTE: IT IS/.,I1//HE DEVELOPER'S RESPONSIBILITY TO CONFER W ITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 01/06/2022 CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 LandDesign. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM KEY MAP O 'HEW V. CLARK lic. No. 952 02/06/2023 SEAL NOT FOR CONSTRUCTION PROJECT HERITAGE ON RIO GW PARTNERS RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY. VA LANDDESIGN PROJ.# 2022116 REVISION / ISSUANCE DESIGNED BY: DRAWN BY: CHECKED BY: SCALE NORTH VERT: N/A HORZ: N/A SHEET TITLE 2di/202312:37PM DAPHNEBRICE Z:\TEMPLATESISHEETS\CDSHEETSLLASHEET-24X36.D1AIf ORIGINAL SHEET SIZE: 24 X36- LANDSCAPE NOTES SHEET NUMBER L 105 to I - . Mi_r.w 1 BENCH 4 BIKE RACK L106 PRECEDENT NTS L106 PRECEDENT NTS 2�WASTE RECEPTACLE RECEPTACLE L 6 PRECEDENT NTS .5 PAVING L106 PRECEDENT NTS NOTES: 1. SITE FURNISHING ARE FOR ILLUSTRATIVE PURPOSES ONLY TO DEMONSTRATE DESIGN INTENT. FINAL SITE FURNISHING SELECTION SHALL BE REVIEWED AND APPROVED BY CLIENT AND DESIGN TEAM. ���. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 WWW.LANDDESIGN.COM KEY MAP %TTHEW V. CLARK lic. 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The design is the result of calculations made using Visual® lighting application software, photometric/radiometric data measured in a laboratory, and certain computational and modeling assumptions. Far -field photometric/radiometric data may have been used to perform one or more calculations. Photometric/radiometric data is typically collected under far -field measurement conditions; far -field data is not generally representative of near -field geometric conditions. When using far -field photometric/ radiometric data, the Visual software applies certain generalizing assumptions to approximate near- -field performance. These approximations may result in significant inaccuracies in individual calculated luminous and/or radiant power quantities in areas where a source is in close proximity to a particular surface or point. The modeling of radiant flux exchange used in the Visual software requires a uniform exitance across each reflecting surface. The Visual software approximates the uniform surface exitance condition by adaptively subdividing surfaces with non -uniform exitances into subsurfaces with sufficiently uniform exitance gradients. Practical restrictions, due to computer hardware limitations, may prevent the subdivision procedure from subdividing surfaces with high exitance gradients into subsurfaces with sufficiently uniform Romance gradients, introducing potential discretization error into calculated values. Calculations performed by the Visual software assume that all reflected flux is reflected in a perfectly diffuse (Lambertian) and spectrally uniform manner across the spectral range being analyzed. If actual reflectance characteristics differ from these assumptions, observed luminous and/or radiant power quantities may differ from predicted quantities. As a result of the computational limitations and simplifying modeling assumptions described above, and/or variations in actual product performance from tested product samples, the accuracy of calculated output values identifying expected radiometric quantities and any resulting derived radiation dose calculations may be adversely affected. In addition, the accuracy of the application design may be adversely affected if information about the physical space provided to Acuity Brands Lighting is incomplete, inaccurate, outdated or not in the required format (including but not limited to floor plans, space layout, reflected ceiling plans, physical structures, electrical design or specifications), if incorrect assumptions are made because of such deficiencies in the information provided, or if typical assumptions made about the depicted physical space are not appropriate for the space. Furthermore, actual field performance may differ from performance calculated using laboratory measurements as the result of miscalculations related to deficiencies in the information provided about the physical space, degradation factors in the end- user environment (including, but not limited to, voltage variation and dirt accumulation), or other possible variations in field conditions. Finally, lamp lumen depreciation and/or depreciation in lamp radiant intensity may result in performance overtime that differs from performance calculated using a new lamp. Light loss factors may have been used in the application design to estimate such depreciation, but flaws in these estimates may also result in performance over time that differs from calculated performance. It is the obligation of the end -user to consult with appropriately qualified Professional Engineer(s) to determine whether this application design meets the applicable requirements for performance, code compliance, safety, suitability and effectiveness for use in a particular application. In no event will Acuity Brands Lighting be responsible for any loss resulting from any use of this application design. /\E L ue`1a"Anavc T-fl Colonial LED lantern replaces up to 250W HID models it street and area lighting applications Fifteen 115)LED performance packages deliver junth ore amount of light to, b"Mincon Application upto I l mans • Available is color temperature M1 of l]ODK, 3000K ad`000K • Four lal nati ct light distribution options provide design fleibd'fy. available in T,, 11, The IN, Type IV, Rod T,"V • De carrel um housing, angeared for sturdy lifelong performance • Lumubb A rated far 31 vibration per ANSI CIN 31 • Die cast aluminum hood features a nigger latch ITO option and captive IMmb acmws mr test easyaI cal and optical chamber.aesa • Standard .all fnsh-..... M glass • Housing is tenon pole mounted and designed far use area a YEAH by 23N'to T diameter mnan, and secured by mire set screws • Rated LED and driver life Brest., men I00000 hour. at 25°C • Surge protection deuce lsmndaNl exceeds ANSI M2.41-=@Category Applications: C High NNwIMAI and ANSI C1362 M15 Enhanced II1MV/51,41. Sp....Aspes MIN Option exceeds ANSIIEEE of 2001 Caugpq C High 11OKVIINcAI and Walkways ANSI CI36.2 M15 fidrame (2LkVIIOU) Pathways E,mi and, LED lax ran,URNS dimmable driver will DAM driver WDan Parks Standards: • Complies with all applicable ANSI CIN standards. 1 SP• ® � C • CSAlstetl and suitable let up toW°C ambient • Dec nU M1yC amunc®OLC II versions oil this e g I Iq D rMe c us selche DEC Produeis Un at praduel may be DLCqualJntl Please cheek DLCD to or. sg(_tv4eai�f11jp0LpKA]gPl N confifm which veasbna ere qualified. I6elaN I T ;Z 1W1 e4 uAw lh.lx,rtl Af tie A'DAI lnasrelAewnht°m Aawlwanswns3a a uaa n rMavay¢•EIM. Nwa. 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(sail Nwdm NSI and(aoffianslalgsNs nnnal anon,¢ Watubleo lmmeknlma,mel mom anon swan, emM 0p uryu g pm W 9 IDmplieawmANSbPooditC136(kIlINE6rtionn31.(136idethe6J] nwdrJmmeetsiormappinatiremmb and alaoondlowavhglefixnmlobenmbh BN'AMERIUN PMat 'miMMAopM' saembkdinmellSA appllM hmacrydlHeremapplkal onr. And ounh he An A1 onnomm,prearmarat Afryryuierlmh uMer FAR. DEARS A olmau. t bmnticpabox e ran fro MSAHralafmmaxam »x. aor.mae ,.nm°.n..na.aw,... anunr.f.m...rrewA,.•n A..su­ ,calla¢°. b NIeARArumennesramse Inc AM Reamce 1 w l 1 in V,. I J ,,,an p,e, a. O � ,1"C Data references the extrapolated performance projections in a 25c ambient based on 10,000 hrs of LED testing (per IESNA LM-80-08 and projected per IESNA TM-21-11). 2.) Please refer to the "luminaire locations" for mounting heights. 3.) Product information can be obtained at www.Holophane.com or through your local agent. 4.) Calculations do not account for topography and possible obstructions such as existing old growth trees or foliage. A NOLIOP me" LEADER IN LIGHTING SOLUTIONS An "Cultp8rands Cornpany W Is V Ma W ■0 Designer Mike Hall Date 2/2/2022 Scale AS SHOWN Drawing No. 225967-0 Al loft