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HomeMy WebLinkAboutSDP202300009 Plan - Revision Final Site Plan and Comps. 2024-04-03GENERAL NOTES OWNERS: TMP 04500-00-00-026A2 TMP 04500-00-00-026133 CHARLOTTESVILLE RIO ROAD APARTMENTS LLC RIVER RIO LLC 1io 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, VA 22o6o DEVELOPER: GW REAL ESTATE PARTNERS 145 EDHAM DRIVE, SUITE ioo CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING Zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04500-00-00-026A2 04500-00-00-026135 04500-00-00-026134 04500-00-00-026133 04500-oo-oo-o26B2 D B PG 6 INST # 8 8 INST # 68 INST # 86 INST # 6 6 . .5132, .4 3 . :20190000 04 . :20200000 95 . :20210001 41 . :20200001 55 4.696 ACRES o.697 ACRES o.822 ACRES 0.942 ACRES 1.075 ACRES ZONING: PRD (PLANNED RESIDENTIAL DEVELOPMENT) - (ZMA-2021-00011 & SE2021-00041). REZONING AND SPECIAL EXCEPTION REQUEST APPROVED BY THE BOS ON SEPTEMBER 7, 2022 (SEE SHEET 2 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: TMP 04500-00-00-026A2 - 4.696 ACRES TMP04500-00-00-o26B5 - 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 2, SECTION 2A 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 0.32 ACRES OF RIGHT OF WAY TO PUBLIC USE FOR ROAD FRONTAGE IMPROVEMENTS ALONG RIO ROAD, INCLUDING A io' ASPHALT PEDESTRIAN AND BICYCLE TRAILWAY. THE 1o' 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 (SE2021-04i) 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 #1 - #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) 20' MIN. & NO MAX. REAR YARD BUILDING SETBACK PARKING SETBACKS 1o' MIN. FRONTYARD PARKING SETBACK 6' 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, AUGUST2021. TOPOGRAPHY AND FIELD CONDITIONS WERE VERIFIED BY COLLINS ENGINEERING, SEPTEMBER 2022. DATUM: NAVD 1988 EXISTING VEGETATION: THE SITE IS PARTIALLY WOODED WITH AN EXISTING ACCESS ROAD AND (4) EXISTING SINGLE FAMILY DETACHED HOUSES WITH DRIVEWAYS AND UTILITIES. PHASING: THE APARTMENT DEVELOPMENT WITHIN LOT 2 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: 21,500 SF 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 = log ONE UNITS x 1.5 =163.5 PARKING SPACES REQUIRED (2) PARKING SPACES PER TWO OR MORE BEDROOM UNIT =141 UNITS x 2 = 282 PARKING SPACES REQUIRED TOTAL NUMBER OF PARKING SPACES REQUIRED: 446 PARKING SPACES TOTAL NUMBER OF PARKING SPACES PROVIDED: 375 SPACES NOTE: A PARKING STUDY HAS BEEN ADMINISTRATIVELY APPROVED BY THE ZONING DEPARTMENT ALLOWING FOR A MAXIMUM OF 1g% 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 2 CVILLE RIO ROAD APARTMENTS FINAL SITE PLAN M�I �36AP R>TUNITS F �9 SDP-2023-00009 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA R 1Fifz Il� SF THESE SLOPES SHALL BE DEVELOPED IN ACCORDANCE WITH ALBEMARLE COUNTY REGULATIONS FOR MANAGED SLOPES. LIGHTING: ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION DEVELOPMENT PLAN FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE, PER FEMA MAP ID 51003CO28oD, DATED FEBRUARY 4,2005. 4.17OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. THE FINAL SITE PLAN INCLUDES A LIGHTING SCALE: 1' = 60' IN ADDITION, THERE ARE NO STATE OR FEDERAL DAM BREACH INUNDATION ZONES LOCATED ON THE PLAN THAT COMPLIES WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PROPERTY. LANDSCAPING: STREET TREES, STREETSCAPE LANDSCAPING, AND BUFFER LANDSCAPING ARE PROPOSED WITH THE RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING, DRAINAGE & UTILITY PLAN 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 SHEET FOR THE PROPOSED RETAINING WALL DESIGNS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. 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 TRASH SERVICE: A TRASH COMPACTOR IS INCLUDED WITHIN THE DEVELOPMENT PLAN TO SERVICE THE APARTMENT AND MAINTENANCE OF THE LANDSCAPE BUFFERS WILL BE THE RESPONSIBILITY OF THE DEVELOPER COMPLEX. 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 UTILITIES: WATER AND SEWER IS PROVIDED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 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 IMPERVIOUS AREAS/LAND AREAS: TRAVELWAYS/PARKING/TRASH/MAINT.: 132,005 SF 3.03 ACRES 36.8% SITE PLAN PROCESS. BUFFERS SHALL MEET THE STANDARDS SET IN SECTION 32.7.9.7. ROW DEDICATION TRAILWAY 24070 SF o. 2 ACRES ( ),3 3 .6% SIDEWALKS: 27,700SF o.63ACRE5 7.7% STORMWATER MANAGEMENT: THE SITE DEVELOPMENT SHALL COMPLY WITH DEQ AND ALBEMARLE COUNTY BUILDINGS: 79,96o SF 1.83 ACRES 22.2% REQUIREMENTS FOR WATER PROTECTION, INCLUDING WATER QUALITY AND WATER QUANTITY RECREATIONAL AREA: 33,200 SF 0.76 ACRES 9.3% REQUIREMENTS. A SWM PLAN HAS BEEN PROVIDED WITH THE FINAL SITE PLAN FOR LAND BUFFER/LANDSCAPING/OPEN SPACE: 72,270 SF 2.662 ACRES 20.4% DISTURBANCE. WATER QUALITY AND WATER QUANTITY PRACTICES TO MEET STATE REQUIREMENTS TOTAL: 8.232 AC INCLUDE PERVIOUS PAVERS, UNDERGROUND DETENTION, AND NUTRIENT CREDITS. PAVED PARKING AND VEHICULAR CIRCULATION: 132,005 SF 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 (1o) YEARS. FIRE FLOW CALCULATIONS: CLASS I - FRAME TYPE CONSTRUCTION (IBC TYPE V-A) "AFFORDABLE" MEANS THAT THE RENTAL RATE MAY NOT EXCEED 30%OF 8o%OF THE AREA MEDIAN FACTOR =1.5 INCOME ("AMI"), AS LISTED AND ANNUALLY UPDATED ON THE VIRGINIA HOUSING (FORMERLY VHDA) GROSS GROUND FLOOR AREA= 4,627 SF WEBSITE, BASED ON HOUSEHOLD SIZE, LESS ESTIMATED UTILITY COSTS AS DEFINED BY VIRGINIA GROSS FLOOR AREA OF OTHER FLOORS=36,932 SF HOUSING FOR THE HOUSING CHOICE VOUCHER PROGRAM. AMI AND UTILITY ALLOWANCE SCHEDULES TOTAL GROSS BUILDING AREA = 41,549 SF AVAILABLE AT WWW.VHDA.COM. REQUIRED ISO FIRE FLOW = 3,6579Pm TOTAL NUMBER OF UNITS = 25o APARTMENTS UNITS NEEDED FIRE FLOW (5o% REDUCTION FOR AUTOMATIC SPRINKLERS) =1,750 gpm (ROUNDED TO THE NEAREST 250 gpm) TOTAL AFFORDABLE UNITS TO BE PROVIDED WITH THE PROJECT = 25o UNITS * 15%= 38 UNITS NOTE: AVAILABLE FIRE FLOW AT HYDRANT PER ATTACHED REPORT a e �Lli�ril 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. J SITE GREENHEWS TownwoW Blrlam Wood Ramtree ' Berkeley -..• s6 O s �, VICINITY MAP SCALE: 1' = 2,000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 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 10 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 18 MAINTENANCE OF TRAFFIC PLAN Lloo PLANTING REFERENCE PLAN Lioi PLANTING PLAN L102 PLANTING PLAN L103 LANDSCAPE COMPLIANCE L104 LANDSCAPE DETAILS LioS LANDSCAPE NOTES Lio6 LANDSCAPE SITE DETAILS L107 AMENITY SPACES 1OFi LIGHTING PLAN 27 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 4 VOOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING « PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) - - - -zoo- - - - EXISTING CONTOUR 200 PROPOSED CONTOUR 505.71 TC 50 277 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T1'B DENOTES TOP OF BOX 506.71 Tw 506.21 Bw PROPOSED SPOT ELEVATION TW DEN07ES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES - MANAGED STEEP SLOPES PEDES7RIAN AND VEHICLE ACCESS 0 PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL ^�-----�-�-° -------- EF-� PROPOSED FENCE Oo 0 Oo 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. 2. 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: 2 VPD PER DU = 1 S o ADT 1 ENTER 1 EXIT 73 ,3 (9 5 /9 5 ) AM PEAK RATE: 0.46 VPD PER DU = 115 VPD (26 ENTER / 89 EXIT) PM PEAK RATE: o.56 VPD PER DU = 240 VPD (88 ENTER / 52 EXIT) APPROVALS ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATIO: HEALTH DEPARTMENT COTT/R. CC>LLINS�Z No. 35791 ,`n 4/03/24 _44 F- z F- F- 2: FF-- Z z z f LU I F- a f LU O LU ' a O O ~O O z ZU U 0V I O w Z � � o: � O Z H Z g 0 0 z OV ( I z O ¢ a a Ov a III > '--' W W W W J w z w M M z i > > LU > ti i W ��LU > LU M M M N M V 7 W N N N N N N a l\O N M '� W (D 0 M N o M 00 o o u'l OD L z 0.) J z� M � MT LU 04 N 4 HA cy) Ln WN J O WN z_ N zLLf _J J ® > LU 0 O w LL z> J � w Q 0 W 0 U LU 0. W Q I- Ul U) Z LU Ly w0/ LL U) j 0 LLJ J Q W O0 J O O J N 1--4 U U w O w z = o_ � JOB NO. 202202 SCALE 1 "=80' SHEET NO. 1 c 0 U 0 E 0 STORM LEGEND: GRATE 4-6 GRATE 5-4 TOP: 1 IS48.62 8 6 RCP 540.49 (4-6A) OUTS RCP 544.57(5-6) OUT:24"RCP540.43(WEST) GRATE -6 RELOCATED �- \ OVERHEAD LINE TMP 45-30J - MOBILE PARKS OF - o - EX CURB INLET (DI-2B) CHARLOTTESVILLE INC TOP 0 FL=553.80 INV IN=549.93 (15' RCP -NORTH) \ _ ; INV IN-550.12 (15" RCP -EAST) EX STORM ITMP45-30 MOBILE KSOF INV OUT-549.92 18' RCP ( ) E SYSTEM -DRAINAGE LOTT INC , - EX. POWER POLE EX UNDERDRAI j �`. - - v _ SYSTEM TYP. TO BE RELOCATED - - \ \ ♦ CONCRETE EX CURB INLET (DI-26)� - --'�_� _>EX - _ SIDEWALKTO -- EX CURB INLET (DI-2B) - \ -STOP @ FL=.84 06 (4 — -- -----� ... r!c.):N H 0 INV IN=556.84 (4" CPP) -- use< ' - - - -- -_INV OUT-555.64 (15" RCP)______ ---- — � EX WATERLINE'- R. LINS�35791 r�11/23 5 TOP @ FL=550.45 LOS - _ I TOP:547.69 a ° BE REMOVED - 1 w F- ---__ �S G IN:1 INV IN=547.85 (6" CPP) / - - w m - ` \ SIONAL vo SDMH 6A IN.15 RCP Nv OUT-546.86 15" RCP / — _ — _ _ _ •'- W - / 4 543-53(5-4) ( ) — — 548.g1 5' 54342(5 5) V - _ IN: 42" RCP 541.12 (5-8) OUT:15"RCP 543.o9(5-8) \ \ TMP 45-25E EX WATERLINE * �TO BEORELOCATED ___ - WEIR: 01 HOWELL,GWENDOLYN \ / -y-Wa _ - f. / /1 --� 543• ' _ - - _ OUT:12" o. GRATE .o H&JUDYD _ _ - - v d F+rH o- EX FENCE "DE . 6� TOP: 8.08 r 554 544�55(WEST) _ • Tvna. IN:1 "RCP a - ♦ OUT:1 "RCP -�6315WZE1Z-_ 5 54441(56) - -- - - /--' - Vp `4 PINE EX. TREELINE / / EB.FENCE �� RELOCATED �.pplF GRATE 5-7 EX ALBEMARLE CO(Y) OVERHEAD LINE _ - , 24" PINE / RELOCATED / 7\,, TOP:547.63 ` 5Dec / \ EX STORM EX 4PE-µ N/I \OVERHEAD LINE /IN:12' RCP 16 EAST MANAGED SLOPES TYP /a�/ VAR. WIDTH VIRGINIAOUT:15"RCP 544 23(5 8) DRAINAGE SYSTEM 24' DEC 3E I 11 rl POWER EASEMENT /24" DEC.545� ( ) ' � / GASLINE -- GRATE 5-8 ROWEL LL ROWEL & 1 EX CURB INLET DI-2B ,_ II f De.1690,PG.z5 TMP 45-25H I / _ \ GWEN_ / ACSAI WATERLINEEASEMENT // TOP:547 57 — ( ) / - / / / i 1. D.B. 1670, PG. 521 3q" PINE / / IN:6"HDPE 544.23(WEST) TOP 0 FL-549.63 ,-' EN ) / �.". IN:1 "RCP E 544.6o(EAST) x �/- INV IN=542.74 (15" RCP) `v Ip3� PINE INE- 5 543 89(5 7) _ NV OUT=54256 (15' RCP) / �i {��9 1a�T EXISTING SIGN EASEMENT V �` � ��pD B MA684N TPDR �IN2AGE EASE 6" PINE 4" PINE F- IN:18"RCP542J6(56) - 'WALL G . �� - � z4" APE ' I z OUT:4z"RCP 541.g8(WEST) i \ 3 To 06 \v _DEMO EX D B 3678, PG. 659' \ 0" PINE H F- � V ♦ `)'N err' 1 24" PINE r J W W U � RETAINING 1� i t I I ( BE VACATED) � I Z Z Z f 6' PINE 24" PINE ° PINE I r r �--, U \ i ♦ /' vA / / // i ,GT \ \ i I 18" PIN EX TREES TO ( O O EX SIDEWALK, CURB, & a N�o. ,�i ,� / EX. TREELINE 36" CHRR Y 36 MAPLE V 1 )1.\ 42" PINE BE REMOVED Z m U U 3 J / / ';;: fij EXISTING VAR WIDTH \ = 1 I, , PINE I _ (TYPICAL) u Z DRIVEWAY ENTRANCES CO \ ` TMP 45 25B TO BE REMOVED / �� pF� /. �„/"/j �� x �T'X' VIRGINIA POWER EASEMENT \ J11 I VPIN 30" PINE / W GAONA, JOSE & / O N"; - ,./ ' i ''x — D.B. 1690, PG. 25 i _ J. \ EX. STREET I I O 0 Z O O J/ j u g u z ELPIDIA GAONA % S'( �� vC' EX. STORM PIPE & + V LIGHTS TO BE I r , u OUTFACE TO BE I ' ^ Z e - s , REMOVED TYP. O a a V / �♦ "KJ 's% - 24" PINE- 4� REMOVED, SEE I , ( ) •-' �� 16" �HERRY CONSTRUCTION P ', S INE PINE TMP 26A1 `� F- w w �X, VO vP�� / EXISTING ACSA EASEMENT'NOTE, THIS SHEET ,I ' f 1 r 45- r H Z a �y \ z EJM GARDEN, LLC wLn D.B. 1670, PG. 521 36" PINE -� PINE ♦ EX UNDERDRAIN `: y.1 // ��� / �� \ _� I `� 20"PINE LLIZ , 1.01 AC. Lu ILL w SYSTEM (TYP.) PERMANENT84, G. DRAINAGE EASEMENT \ % �i / �� \ EX. DELI 0 0 W Lu j W A� TO BE VACATED , 1 PORTION OF EX 8" DIP `WITHIN I r i \ _ - - DUOUS & _ I / / zoRY eMEN / / ( \\/) \ 24 EC. `I3RK /OAK + _ EEN TREES ( )c/ s sE x EVERGRIEDENOTREES fi J THIS AREA r r ' WATERLINE TO BE REMOVED I TO BE REMOVED M v BE ABANDONED EX IIE TYP a a h III 24" PINE 36" PINE o CL L / / ♦ wl Ao / / r r ♦ WITHIN THIS AREA I I li QQ, ♦ / .'��. /" 1 / / �� ` A / r TO BE REMOVED / / s/ yp ® a� - PORTION EX 2" PE I TMP 45 25D � / � / c / � O" � � � � 3Y' DEC. BICKEL, MARY C / /' A Off, 5' ® �♦ / A I ��- EX UTILITIES THROUGH J - -- - �% /./� / / e SITE TO BE RELOCATED J I I �" PINE*,PINE7� / 6" PINE EX TREES TO EX SIDEWALK, CURB, & / / J�QPO�/ ♦ s4 ssza EX HOUSE, DRIVEWAY, CONC. �♦♦ GASLINE TO BE REMOVED rIBE REMOVEDDRIVEWAY ENTRANCES / /iP / O / & UTILITIES TO BE REMOVED TMP 45-25C `� TO BE REMOVED // / 'P /./ / / oNc ��} �� 1 / i �I EX I KAVELWAYTO BE " PINE (TYPICAL) ; " / __ - SATE , / / .�. / c P sta' / co®� / sHE° ,_ � �4' a" PINE /I I ECONSTRUCTED WITH 24" PfNE ♦ /PSRNVEs XaY ea Nz M ♦.' 0 .•a '"'"""�'m 0 - `\—I �e / EX TREMOVED TO 24"PNE ___ VIRGINIA TELEPHONE GRATE ''' '5 / // )r w wl eP / p0 BE REMOVED / / BE / o DRAINAGE SYSTEM / .� ♦ PIN&) / al PROPOSED DEVELOPMENT �! �w� / r •- P ♦ O TMP AD r w m m ro N sloe M, a �-,-r EX SHED To / / "�, / r 1R" PIN 505 RIO ROAD WEST, i r H & TELEGRAPH CO / �` E I P i EX STORM \ ti r I / LLC / o .`N, m x: / ,L4 PIIvf 11.67AC. - N Ln 00 / / y, J r 16' PINE ti EX ALBEMARLE COUNTY I � x / / % ♦/ \ MANAGED SLOPES (TYP)_ / / % a®'P"" / '8 K I T ♦0 sty ♦♦ / % / TMP z6B( ♦� a NE I 1 I � �C Nip,�(OK \ ♦ c s I 5 - Ali / r- - r `� 36" PINE I r r r ) . I CHARL TTESVILLERIO APPROX. LOCATION OF EXISTING - 1-- '( I 36 PINE EX. TREELINE LOT r 1 ( r GR TEE g-6 / / " ♦ / ^ry+ EX HOUSE, DRIVEWAY, CONC. / \ ROAD A ARTMENTS, LLC' / G (L„ r TMP 4§ 26A6 54 69 EX STORM %� \ & UTILITIES TO BE REMOVED / \ I \ I o.697 AC, / ♦` \ \ 20 WATERLINE EASEMENT-- i! 1 ��: / r OAKLEIGH LOFTS, LLC -L9 7 /DRAINAGE SYSTEM •' w' `+'+' D.6. 1 PG. / l D.B. 976, PG. 484 32" PINE e 0.66 AC. 5 99, 794 \ I I I / `� i / / ,y✓ NES ♦ pM`'ep6GK / % / EX SHED TO _ / I I H.W.P.B.X PG.5.1(PLAT)) \�gPI /% PSP\ / ♦ s'lbµY EMENt \ \ ,/ D. 8. 339, PG.5¢(PLAT) /) J l � 1 I / GRAT ''„,✓ON/ / oft . `wl ens ♦ / E / BE REMOVED ) ♦ I' 1 / D0.D.g68�7PGG668VA) U I /O'1 , r I I RIGHT IF 5 S3' '. p0 ♦ w000 / D e. z646, PG. (COMM(C (M M OF / g4' I 1 r ! ) r V 16 PINE J 7, 9 / /\ ' //�` INGRESS/EGRESS sM1e / i ='.. // WN�K 0 ♦♦ obi ✓ \ D. B. z627, PG 472(GAS) /'/ I 'J2 PI Qti , 30'DEC. z / I 36, I ACROSS 60' ROW / z '�, / q/ /z ap0a ♦ /ry t TMP 268 `� D. e.7o.BG 63o(CT59 VA) / I I C) W r ) PINE r i / ."°/ /7 c' " Ec o' ♦ �,? 45- 4 34n, PG. z59 / \ I� iL i 1 I ' / D.B. 455, PG. 282 r LL EX WATERLINE / �'i p. '} .04 �, LOT4 DB. 339, PG. 5y8 ,I% ( / / /OON / \ APPROX. LOCATION OF EXISTING �/ m u I `, FOR TMP 45-26A2 M j ,-\ ."ya / cnp ` w°NCE - EX LOT LINE TO C ARLOYTESVILLER(O D. B. z78, PG. 54z (VT&T) /v,,o ,n / , co / v ��� / ,♦ - / ` ROAD APARTMENTS, LLC ` D.B. 273, PG 215(VEPCO) 33' S5' PRIVATED ACCESS EASEMENT. -, r �E^/�"/ BE VACATED (TYP) `W c' ✓ -! 6" DEC. 1 "PINE �I r / Lu G 54 ��/ / — -- t7 vst nsEMENi w ♦♦ / / � � 00. / H06P3398PGPG.22(PLAT) / / D.B. 3678. PG 659 /ae D.B. 1817, PG. 683(CTC OF VA) I /� / S"DOGWOOD Ia�O / � � /}�/"..' *3OAR M ��% / _ P _ ♦ 5`M sNF1� D.B. a646, PG. 261(VEPCO) / 3k' / /a / cy) j /�/ �i ���C. �O/ / / e♦� 1Y ♦ D B 1627, PG. PG.O (GAS) VA) ♦ / / / ^ "DEC. � � EX / / �1 i > ✓ �/. ���A �63 / / - po / ♦ ♦ D.B. a627, PG. yBo (GAs) ` I TMP z6Az / / �s / 24" PINE ALBEMARLE / / 1 / / %�/ �/ / �� )• / ecoOOSE ♦ / \ D.B .7v, PG. 532 CTc of VA) EX LOT LINE TO s,s 45- s r _ / D B 60, PG.6 (WATERLINE) / 3' l - / / / / , / Q� ♦ 4 4a / / CH{}RLOTTESVILLE Rl // COUNTY /r CV D.B.341, PG. zs9 BE VACATED{TYP) / I CL - °/ / ` D.B. 339, PG. 548 ROAD APARTMENTS, LC /% 6" } r CD - �i EX ' �� / MANAGED I - °� D.B.DB278,PG.542IEPCO) I / / , .696 AC. i/ 6„PNE / 1 / �,/ �♦ / - ♦ BE REMOVED / D B. z73, PG n5(VEPCO) D 8 5a32, PG 463 ,L /Y {x SLOPES (TYP) / �' /.' s \ / ♦ v I / �� H.W P 8 XIII, PG.46-47(VLAT) /� / ' C EX HOUSE, DRIVEWAY, CONC. NOTE: ALL EXISTING WELLS / / TM ��5-�6B3 ` ` D B a 11 PG. 499 (PLAT) 11 / x7 l;C rCN % 3 ".' $V D.B., PGP 59(E (PLAT) & UTILITIES TO BE REMOVED SHALL BE ABANDONED N / ♦ RIVE 0, LLC /' F D.B. 3678, 6, G 484(56MENT5) l ;x/ x� 24" OAK /" ! _ W �_ O PRIVATE WELL REGULATIONS / D.B. 63A ��2 g /', o.e. ii6 v _ 4 a 4 r %24 MAPLE r TMP45-z6Ag > ACCORDANCE WITH VA ♦ / ,PG B (AcSA) 'hxe / 499 ($ - "� D B z66 PG PG n6 �� i 1 / "� �' 16" OAK ' OAKLEIGH ALBEMARLE, f / y♦° D. 6o PG z EA20 SEMENT), (SIGHT s �� / /H.W.P.B XIII, PG 33 (PLAT) / \ ♦ / §6 D.B. ¢6 7 5 (GAS) I , II I } 36" OAK / LLC / / I—i EX GARAGE AND SHEDS \` D.B339, PG S51(PLAT) DB 167o, PG 5n{AcSA) / J 1 I 0.20AC. / - - TO BE REMOVED D.B.ii7,PG. 6 (CTCOFVA) �, / 9o,PG.2(VEPCO) I I� "'•I18"DEC. ' . / W J / D.. 1646, PG. 219(VEPCO) / / P.B 1817, PG. 641(CTC OF VA) J / r ' e ,.A / ` \ _ / _wo�'� - ♦ D.B.�637, PG'179(COMM OF VA) /// \ D.B 747,. PG 520(TC OF VA)/ 32"(V�APLE - / J O „¢y/i / \ — — _ _ 'sr ♦ / D.B. 1627, PG. 448(GAS) / /(/ `♦ I / .4'� D. B. 460, PG 660(WATERLINE) Y J ' I 136" OAK 32 OAK J / D.B.z, PG. z82(VT&T) / r�d D.B.455, PG.282 I �l I \_\ p I D,B. 10 , P a6 r ' D.B. µ60, PG. 668 (WATERLINE) / ��° / vA/ 9 Q 3 I I I I II 1Ln / v ♦ D. B. 339, PG. 548 �,�}'� / � h I ! I / l p \ / §�' D.B.2b8,PG. 544 (VTCO / \ ♦ /q// ♦ D.B. 2 PG. n D.B. z78, PG. 54z (VT&T) o"/� ♦ / I 73, 5(VEPCO)Lu D.B. z73, PG z15(VEPCO) NNN V I �I �� \ \\ 24" OAK 16" PINE I // � aEtE_ EX ALBEMARLE COUNTY / I _ �ragOE / / ♦� - �/ �� .Lu MANAGED SLOPES (TYP) 5'�DOGW OD I I r / _---------- / U�.0 O� / / I I� EX TREES TO / / , � � � E REMOVED E \ LIGHTS TO � (I) v / / ♦ ,/ ,� LIGHTS TO BE \ I \ ` I 6" gOGW OD / EX. TREELINE LOT2/ / j ' EX. DECIDUOUS & / I L ' REMOVED (TYP.) I / Q O v v TMP45 z6Bz y � I ♦ � I r EX 8" SANITARY _ = 7 /ABDUL W. R*HIM; / EVERGREEN TREES p �� I ' � V A O� DOGWOOD I SEWER PIPE = '� / EVERGREENTREESREE I--1 \ / HA91BRAHIM; / r♦ WITHINTHISAREA� Be RpHIM / V, TO BE REMOVED \ \ \\ TMP 45-26B1 / B 1 oD RA "� � , � A I '� A , I I J 1 -WITHIN THIS AREA r 1 AMMARALSHAIKHLI / \\ D.B.DB4:7 G. ♦♦ r TMP 26 a I ' 1 TO BE REMOVED / 1.z8AC. / / DDBBB6339, G 55 PLAT) )/ / /% / ) r 5o5RIOROAD WEST, EGASLINE / 1 ` V ( �� I� EX 8" DIP ' i / ♦ V ^� I 11A WATERLINE I I I r ��� W 0 I_\ /D.B:µµPGP64(WgIE�IN / \ 1 \♦ �'I \ I I 4 1 �Jr+' D.B. 16z, PG 71 (COMM FVA) �/ ♦ ', / I I 1 APPROX. LOCATION, OF EXISTING Q Z J0 WATERLINE EASEMENT F CONSTRUCTION NOTES: D.B. 976, PG. 484 r D.B.D.B.27A�PG.542(VT&T) � I '� A � I � � T ( I � I I I�'' 1 11 I I I r� � 1. RWECONTRACTONS SHALL TRWSA ABANDONMENT, AND U � O D.B. 213, PG 21�(VEP O) / I / / / r �\ I THE CONTRACTOR SHALL GIVE RWSA 3 DAYS NOTICE TO I/ � 3fi" DEC. h / SCHEDULE THE ABANDONMENT WITH THE RWSA -\ EXISTING SMH / / ' ♦ 1 : `� \ r INSPECTOR. INV IN=8.18 / / / / / I A� I 1 I, ,�a+�° ) 2. A DRAINAGE DITCH FROM THE STORM SEWER OUTFALL Z� INV IN=532.73 (8" VCP-NORTH) ♦ I '/ INV OUT=532.07 (8" TRUSS PIPE -SOUTH) /� / ♦♦ /� / ) �p \ 6" SPRUCE I CONVEYING THE DRAINAGE FROM RIO ROAD INTO THE SITE O Z ;v SHALL BE PRESERVED TO THE EROSION CONTROL �/ 1-4 CREPE MYRTLE r �'f FACILITIES, AS SHOWN ON THE EROSION CONTROL PLAN, J_ LL v / / / / �� I ♦ I I, , — j ,-.-(F UNTIL THE NEW TRUNK STORM SEWER SYSTEM HAS BEEN I INSTALLED TO PERMANENTLY ROUTE THE STORM V)_ / v DRAINAGE FROM RIO ROAD THROUGH THE PROPERTY AND TO THE EROSION CONTROL FACILITY AND ONSTIE STORMWATER MANAGEMENT FACILITY UPON THE Lu w COMPLETION OF THE PROJECT. EXISTING MHDILu TOP=554.13 , / , /� / I / �� C3 ` ✓ / % �, I / INV IN=543.61 (30" RCP) - / /7 °U L INV OUT=542.54 30" RCP I / �'/ "DOGWOOD ' 10i6EZ� / ^/ O., A ANHOLE 24 DEC., EX STREAMAi j- --------------------- 0 DRAINAGE D.B.3931, PG. 428 I / \ \ �� V 1 EXISTING 20' PRIVATE / 10" RV \ FN Al \ \ 1,411 JOB V / /�20 'sANITARv— - F4_ . / V A, ; _ GRAPHIC SCA EXISTING DRAINAGE SYSTEM \ ,L _ - 202202 $" SEWER EASEMENT I INST. NO INV OUT539.08 (30" RCP) A = ao 0 20 40 so � SCALE \,/ \ // A --------- �� A IN FEET) EX FENCE l SHEET N0. • `� A V(�`, A V / �- 'i \ 1 inc = 40 ft. r _ 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 2. 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. KNOW BOX CAN BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. T-BANS \ CG-6 T ( ) VDOT TD. CG-6 _ ---- ---- (P) VDOT STD. CG-6 -------------- - _ I PROVE ENTS FOR ____- -- - - - (P) MILL/ OVERLAY --------- ----------_ IMPROVEMENTS FOR TIE-IN TNET N CO NECTI OAD PROPOSED io' ASPHALT P) VDOT STD. CG=H---- (P) SEGMENTED RETAINING WALL ---- -- VDOT STD. WP-2 ( ACCESSIBLE ROUTE PEDESTRIAN &BICYCLE- - - - --- _IMPROVEMENTS FOR TIE-IN IST CONNECTIONS AT ENTRANCE WITH HANDRAIL, SEE SHEET 7 FOR RIO R _---- PATH ALONG RIO ROAD 16'w x 130'C ----- CONNECTIONS RT-ENTR__A_NCE ANCE TO NE THROUGH THE SITE TH OF TE BAY, DIAMOND PROREST ROUTE EAGLE STATE ROUTE 63 R W - SEE DETAIL - - VAR. POWERIEASEMENT DTH IA ROAD "SECTION (WOODBU ____- COLOR: JAMES RIVER °,,' WIDTH PUB' I __--_ RIO ROAD RN (p-}8LN WALL O �� T VAR. DB.1690, PG.25 � WEST)=850' '= y8o' FROM IN - - , COLOR: ANDRAJC--------- C _ ALONG EN RANCE COR � _ _ _ ___ ---_-_ 1 FOOT REVEAL WITH H T o O S OTT R. LINS� n ER- -- - IQ----- JAMES _RIVER -------------- -- --- _ -- - . — - - - o u No. 35791 --- _ - — --- RELOCATED-- - - - - CG_yz _ ------ ---- -----� A 4• UTILITY EASEMENT _ _ - __ _ ---- ROAD SIGN �E B POLE PROPOSED ' ASPHALT VAR. WIDTH RIGHT- P 4 03 24 VDOT OT PROJ: AR _ RELOCATED --WI - CONCRETE STEPS ------ ----- _ to - OF -WA DEDICATION LOCATION OF RAMP FOR orP t l l _ POWER T .3-Y--OQ2-185,C501 VAR. WIDTH RIGHT- _ -- - VAR. WIDTH GRASS W/HANDRAILS - - � �----�-__ _PEDESTRIAN &BICYCLE INST. #Y C ACCESS TOTHESHARED-USE �`S'S NC't OF -WAY DEDICATION _ ' _ PATH ALONE ROAD ----.-PATHWAY FROM THE ROADWAY ONAL PLANTING STRIP --- __ �I� INST. # �� -`---- +i - ----- - VUVI JI U. VVY-z rAi m MLVINU ttIV ttvH4 - - --`-- - •" - ='-� —'r vvv�rnvi. 16'w x 420'L SEE DETAIL SHEET7. DRI o _POLE i6' 53° 51G== _ _ :�T , . • . •I'. : g' 631-_0_02-185,C501 e - VAR. WIDTH RIGHT- _ p RAN51T10r1 o .. - 7,;'A�PHAd _p O $ ZAT .. - -OJi •=QM , , ;• _ • RIGHT OF WAY- „=iOF-WAY DEDICATION --_... i p .� ------ -- _ °-- _ . •.. • -', • PROPOSED ', DEDICATION CATEDINST. # 5 STOP _ _ — - - ,.•; PEDESTRIAE • •• •INST. #SIGN_-•GHT DISTANCE — — — - = r �.� •�PATH ALOND DISTAL z LOCATION OF RAMP FOR r - - ---�- .• .• .•'. ..4�\••"ap. - --------- _ .T T°. ACCESS TO THE SHARED -USE RIGHT OF WAY DEDICATION- CGaz 12 - -_ - - - - , ; �•- ; •• EX. POWER• • . -. •'• • . •• . • _ _ / 'CONC. �� -'�' • --- _ — ------ ~ TO ALBEMARLE COUNTY -� TYPE B :, .. / .. • . POLE'. - • . • — — — — — •-� SI �.' ./ . •'.�i-`_NFJ�j.. _ J. Q PATHWAY FROM THE ROADWAY �.0, .I _ .: . • r • , . • , . — . • RAMP --- 3 (P)SEGMEN ED RETAINING WALL •',r �I / 8 FOR PEDESTRIAN PATHWAY (o. z AC) � T •' •', :' - • /. Y, ' : -. • EiB�•' _ 10' O LNG 4 gIKE I-ANE N �„'F�'. •' ' - VDOT STD WITH HAND IL, SET SHEETA7 FOE -• . Y .. I CONCRETE STEPS :' S CONC •• : •'. • •� : X POWERS' �-'�- - ----- _ Z EXIST ! • ,wry-_�a{X O CG-z (TYR) DETAILS. M NUFAC URER. G P Yf' • , W/ HANDRAILS - • S/V'1 - _ ! -i7Gp �_. - F- ,--, // •'' 5F"' ' ' 8 BAY, DIAMO D PRO -o _ - POLE . •, • ' - V _ z z U O ✓-. • . • COLOR o ya •�7 Vl m m '. 'JAM S RIVER CONCRETE O uNrt B2 / I ,-I RETAINING 230� '�' .• w TURNTA 5 : „--F ° 1 UNITBa I I '. I'- m WALL O?S� ',.�.•.. _ O O O • 24 UNIT BUILD NG # UNIT _I. I I F ti � � 6 •• I --I Q � � � � BUILDING #z .a 3 - z' wIDE ADA 3 STORIES owts2 m lg` 3 STORIES 2 5 - * z P o/° O — ! '. •' --- — DETECTABLE SURF C : 2 APARTMENT UNITS I I ••'f 5 SETBACK J�2GJS(' n — O O O z OV zit APARTMENT UNITS uwt g 4 1, ¢ ��� PMAINTENAN g V V 0 V (5 w ACRoss zsx30' Bus , _ - 8,645 SF S w S • j : B�ItsING _ v m > � I 8,645SF cove _ Ln >} '.r•:5 GONG. 2 , UN(t p3 S W I "I� viz 21f .?' VI LU z Z Z °•J' Z K _ _ ISTANCE _:ONp _ - : !, . • • '. . 5 1, I I BOARDI UN(t P3 UN\t 52 - R , . %. . • • O z O O O :5: - CONCRET 0o SIGHT D C. C -= I � .-FONT .:.. ; . ' . • • c 0 _5 — — — _ _ _- � ,. N.,.. •; • •, : •.: •.: • uuNR c UMS �' 6' CONC. 6' CONCRETE 9/W N Q 5IV'/ N 61, 3' CONC. ry .•'•' Z � Mz�. . • . • OR pNS/W � `� /W SIDEWALK I ' • RAMP �/� O w w OPROPOSED BUS ST TE TEPw SHELTER&BENIG #/+ CONCRE 5 S •Q '.f '. VI „ H.- :. • EX. POWER'. • . • + L a / . • .p l7 STORY SPLIT W/HANDRAILS f '.: I I 3/4 VAR. WIDTH VIRGINIA H � z w w a w Q z OJ - .• EX.GUY WIRES TO-.' .' .• POLE.-' -( � • oy � \ m SHELTER TO BE COOR NATE � •_ ., ..-: „- 6y, _ � � � � BE RELOCATED-' FRON o� WITHCATANDTHE CO N - - :',BIKE RACK _ 2H APARTMENT UNITS 5 W z C7 _tPEDESTRIAN-M 5 m WILL MEET CAT DESIGN i ^ 1' 86 SF I _ POWER EASEMENT Of > > o > LL m * 1 O DB. 1690, PG. 25 w w m w _i• a� .. •'.; WITH PATHWAY ` - 35- SE-IgACK £ �. STANDARDS .. p •. •'I• Q i Z $ 'y 4 �' w UILDING #1 N\tg2 5\ \ y \ 5'CONC. 9 L 15 { / I F' I J 6' RAMPC P w O '. '. '.•'.•'.•'.•' 3STORIES uNrtoP m 70 s/w 4 g' / m (n • •'. '. •' _ _ -36 APARTMENT UNITS ao 12,075 SF p9 9 VDOT STD . •I _ VDOT STD (F 18,�1__ O!L %.:: • g Y TYPE B CG-1z CG-z (TYP) 5' CONC. / p a.,l Z ; ��V• : ,; UTILLTYE (GENT p3 UN\tUN z G �'. • : - -VDOT PRO UN\t t s \ ' m 4JTR _ — - - _ r- 0631-002-1 5,C501 uN\t P4 & CONC _253 R ,?� I •', S/W / 6' CONC. 28, Z Q" • / Z :�. •' •• UNR P3 g2 UMt p3 n UN\t sz S/W \ / ' 6' CO /W R ` PRIVATE ACCESS /� •.•. /'.I RAMP C SIW •. •. ✓��•• , / w 3 v', 55 ,� CONCRETE STEPS l ;• •n4kj: . P Z5 EASEMENT (TRAVELWAY "B") / ^r ; . •J W/HANDRAILS o1 t 3 PRIVATE / •-/:' •. N ' S U D.B. 6 PG. 8 •y UN\t f ACCESS ESMT 97 , 4 4 P\ �%•• ' • m �6 GIN B TH HANDRAIL SEE E WALL I E ARCHT ECTURAL BIKE RACK � v .. p o RSV L9 / . 6, RPD A D Ay o PLANS FOR DETAILS AND DESIGN / . • . .- 3' ENS V w � ..: 6' I .. p O ,� 12� , / � ,., OF CONCRETE WALL AT PROPOSEDio' W N N N N N N N • •' / '�,• �8 N q� / / - LANDSCAPED BUFFER N CD ago rn M . •f.•'.• '�•.• �, L,. \ / 3 9. '�jl \\ F E -.�`/ oI O f lW N ul OD $y .ti N V �• :• :• : NC.m • �. •'. •'. • :5/W / cj \ 3R BIKE RACK �" CQf1RT"Y.AI#q-,-.;/ ;„ h lai TMP45-26A1 va 18 fl P.iE I 13CE5 * / �• / / ? ^/ EJM GARDEN, L `� � \\ CONCRETE STEPS c/ z'GRASS 13.. 2 \: �'•�.'•,.-"'�'��'���'. OVERHANG O 6' �.: ; NDRAILS W/HA/ / / / � / i0 ✓ / l.ol AC. 5' CONC. S/W \ TO T) 2 (P) MAIL KIOSK * P Ja _. // // \Nx00 - iL \ O / O� 3� 5/W LUBHOUSE b CONCRETESTEPS \/ z 6,400 SF BUILDING - / / J= W/HANDRAILS / / Q,. / \ �' 8 z' GRASS Q Q / (Y) ' \ 10. • .�': 6' CONC./ _� /•� 3,R 1 OVERHANG M N / J / S / % W FUTURE LOCATION OF ••:. \ i , E S/G CONC. W * /:C( F' / S W 17 Q7 INTERPARCEL VEHICULAR 3R 3Yj ` 24 J= / '/ / / mti' / / ROAD CONNECTION ` � /24 / TO TMP 45-z6B1 CONCRETE STEPS / Qq q^ f �� ` * 1 �I W/ HANDRAILS A Ut/ ' / F" J g (30WIDEACCESS CONCRETE BU DING 6 ��/ It (� 6�j � � � f 5`�• � 7 � M ' ^ EASEMENTUPON •'. \ \ / N 1] •" STEPS 4/5 STORY SPLIT 0 2g' / _ � v' DEMAND OF THE COUNTY) ✓ O / 6o APARTMENTUNITS t�� + sro 1 (P) GMENTED R ININ ALL ( 55 /` 15 1 6o F QP h� Roc 7 W H HANDRAIL, SEE ET 7 z' GRASS 9 CONCRETE STEPS A & CONC. S\'��/ /. F URER. 1 6. - W/HANDRAILS! ! • ° -• / S/W - 5 �' �� // f 5' CONC. _ TAILS MANUFAC � 2k / / T GLE OVERHANG Q. jO�. h� h h / 0 5/W AD WE C / AY, DIAMOND PRO C3) \ J= / - 1 TMP 45 26 iz / / / Soy RIO ROAD WEST, LL Q g, M i� / / .. _.:: ` COLOR: JAMES RIVER N TMP 26B3 R 9 6 . UMt g2a O �i .p CONCRETE STEPS j�0 / / J= CONCR 11.67 AC. METE/ w N 45 1] 4z' CONC. POOL / W/HANDRAILS p / / AMMARALSHAIKHLI RAMP o� P � / •': -STEPS 1.28 AC. 1 �. 1,650 5� / ���i EX.55 PRIVATE / %" // 0��': - . • UN\t Pa . . ,: ��. ' �'. , �. * / � CONCRETE STEPS 1 , - - / RETAINING / ACCESS EASEMENT / - 2 \ . •• , . 2 1 - .- �- , Q /G // WI HANDRAILS J WALL CONC. DB.3678, PG. 65g / ,g� / .;./ 5� - f / b:i"/ �� COMPREHENSIVE / RAMP J� 2 / ✓ / y/ e / m BUILDIIVl1 #rj PLAN - LAND USE / PROJECT \`•- 'r. _ --' CONCRETE STEPS * ( ONCRET A TH 6' CONC. \% , 1 J STORY DESIGNATION AREA BOUNDARY �. �' W/HANDRAILS HAN L,S A CHIT URAL /2 `/ '/ r 3/4 ORYSPLI �P \, slw 6' �� coNc PLANS LS D D N , : / 42 APARTMENT UNITS o= '�•. BUILDING h 6'CONC. .': •.: ��"eu RAMP i� OF CONO� TET ALLAN / j /// 1 ,2 OSF PROJECT CONCRETE .� CONCRETE STEPS / 1 / STORY SPLIT s/w / BOUNDARY ••.�• •• 4IS P N STEPS J= 'w W/HANDRAILS - 6APARTMENTUNITS J J / ® >Lu 7 •. \- 8,7 55F RETAINING 3, �.. .•%�.'� .1?: A J2 Ss-, / / / ti�VJ Z z RETAINING \ WALL R " •/ • • • •�'t 1 / / / J2 06 / Q WALL 'r ''l•'••`••'••'.\ / GENERAL PROJECT NOTES: w J 6' CONC. �•' •' \ 2 / / / :� J2 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS INCLUDING RECENTLY . • .�'. P 1 :9' sro 42' GONG. % J2 w i S/W uNlt gz* / 3'R RAMP X. SS'PRIVATE �P _ CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION J \ ga 1 ••'••.1'. - / ,� * ACCESS EASEMENT 2 uwt 17 W / / C' J TYAR[S:&:...• AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. !'. •': \6' CONC / / / �/ DB.3678, PG. 659 .• . 2. CONTRACTOR SHALL CONFIRM ALL UTILITY DRAINAGE AND ROAD CONNECTIONS Q w 1 NN\tg^ * ? S/W/ // / k/ I'AR AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. RICK B/CONCRETE 00/ / �/ 1 0o S PROPOSED io' / 6 / RETAINING WALL O 2 b 3� / �/ tiP g LANDSCAPED BUFFER 3. (0) REPRESENTS ONE PROPOSED PARKING SPACE. PROPOSEDio' \_ -: UMt g2* - 9 (MATCHING CLUBHOUSE) = / O �O/ ^a 2` 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". W ( g & CONC O 0 J LANDSCAPED BUFFER 7 SEE ARCHITECTURAL PLANS ro 5' CONC. / - yx / / / S. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 \ •.. RAMP ds \ 14 RAMP /, 'ti �/ "a Z/ J2 � / / LBS. /� N TRASH COMPACTOR & & HIGH O CONCRETE STEPS / / �/ * / Il \ ' y�� BRICK ENCLOSURE w/ / /:� / �? 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, Lu W/HANDRAILS A j �0 / SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT Q / u'xTECTU AL DR APRON. y 9, - Lfi SEE ARCHITECTURAL DRAWINGS RETAINING � / fe ° PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT BIKE RACK WALL / TO THE FULLEST EXTENT POSSIBLE. // (P) SEGMENTED RETAINING WALL z' GRASS 5' CONC. WITH SEGMENTED RETAINING WALL 'h N WITH HANDRAIL SEE SHEET 7 FOR �cr. BIKE RACK 7. SEE SHEET a FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND PROJECT OVERHANG 3 / S/W DOG.PARK.'•,i.••'. BOUNDS. WITH HANDRAIL, SEE SHEET 7 FOR ' • •� • ��" 19 BOUNDARY DETAILS. MANUFACTURER: EAGLE �. DETAILS. MANUFACTURER: EAGLE TMP 45 z6 e / 8. CURB RADII SHOWN REPRESENTED WITH AN'R' DIMENSION THE FACE OF CURB. Q -o, �, BAY, DIAMOND PRO o RIO ROAD WEST LLC `ear �' 1 zoo SF '• ' BAY, DIAMOND PRO .••.:\• 4 5 5 ,R / 6, 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ZLLI COLOR: JAMES RIVER ^� P COLOR: JAMES RIVER 11.6 AC. - •• ; �'• /.: a / / / ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE LLI (P) 4z" BLACK FENCING o / SITE PLAN NOTE LEGEND: / / / a SEE DETAIL, SHEET7 / ENTRANCE CORRIDOR. • \ 163� � / � � /6' CONC. 13 CONCRETE �,�', : 1o.ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE � • k, O VARIABLE WIDTH SIGHT DISTANCE EASEMENT (INST. #: 202400002468) PROPOSEDid / o O STEPS QQ BUILDING PERMIT. WALLS EXCEEDING FEET IN HEIGHT REQUIRE A STAMPED \ / LANDSCAPED BUFFER /O 5� S/W `3 /� .• 4 (n O VARIABLE WIDTH PRIVATE SIDEWALK ACCESS &MAINTENANCE P / �0 5� -' ENGINEERED DESIGN FOR THE WALLS SYSTEM. EASEMENT (INST. #: 202400002468) 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1,1985 MUST HAVE AN ASBESTOS o z' GRASS \,' `'6. / 1o' MIN. SIDEYARD 20' MIN. SIDEYARD 2 - / / \ (P) SEGMENTED RETAINING ALL SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS J OVERHANG / \ SETBACK VDOT STANDARD CG-6 CURB SETBACK \ 9° , WITH HANDRAIL, SEE SHEE- 7 FOR REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR W ~� LOCATION OF EXISTING 9' DETAILS. MANUFACTURE : EAGLE ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. of 3R VDOT STANDARD CG-2 CURB INTERPARCEL VEHICULAR ro� / TMP 45-26A9 O BAY, DIAMOND PRO 1z.ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT a / ROAD CONNECTION o 13 % OAKLEIGHALBEMA mi iY '\ O 'GRASS � / * / �. � � � COLOR: JAMES RIVER COMPLEX. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OFALBEMARLE i 5 VDOT STANDARD CG-12 CURB TO TMP T o 0.2o AC. Q w / OVERHANG 45 z6 WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS WITHIN THE APARTMENT ADA HANDICAP PARKING SIGN / \ COMPLEX. J CUSTOMIZED CONCRETE ,o� NO PARKING -FIRE LANE' SIGNS. RED LETTERING ON A REFLECTIVE WHITE / \ 13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC Q EW-1 ENDWALL BACKGROUND (12" WIDE x 18" HIGH). NOTE: FIRE LANE SIGNS SHALL BE _ FUTURE LOCATION OF / USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL O O / L / MAINTAINED AT ALL TIMES. zo' INTERPARCEL VEHICULAR / BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE CV (P) S MENTED RETAINING WALL ACSA WATERL NE ° PROPOSEDid ROAD CONNECTION SANITARY SEWER IS A PRIVATE UTILITY AND NO EASEMENTS ARE REQUIRED. U1•' • `�' WJTANDRAIL, SEE SHEET 7 FOR ® VDOT STANDARD R1-1 STOP SIGN EASEMENT �b�, I LANDSCAPED BUFFER , • ;\`` TO TMP 45-z6B1 14.ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) > :a.•f• �j �.. 3 \ m • : , • ' ETAILS. MANUFACTURER: EAGLE D6.976, PG.yBy 2'GRASS ', � (30' WIDEACCESS / SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. l VDOT STANDARD 20 MPH SPEED LIMIT SIGN / U • , . BAY, DIAMOND PRO 9 OVERHANG ! ; EASEMENT UPON 25. THE TRASH COMPACTOR AREA SHALL ALSO INCLUDE A RECYCLING BIN FOR THE COLOR: JAMES RIVER • . • DEMAND OF THE COUNTY) i APARTMENT COMPLEX. 10 STREET SIGN I / PROPOSEDio' 16.SEE SHEET 5 FOR DESIGN OF THE CONCRETE STEPS AND RAMPS. w LANDSCAPED BUFFER 11 ADA ACCESSIBLE POOL EGRESS �'`� / 0 w / / VDOT NOTES: d v= 12 42" BLACK VINYL DECORATIVE FENCE, SEE DETAIL SHEET 1o' MIN. SIDEYARD i 2. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT SETBACK NECESSARYTO PROTECTTHE ROADWAY FROM FLOODING OR DAMAGE. JOB No. 13 HVAC UNITS WITH SCREENING FENCE, SEE DETAIL SHEET7 GRAPHIC SCALE 2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY 202202 X 1Lf MAIL KIOSK SHELTER WITH CONCRETE PAD, SEE ARCHITECTURAL PLANS 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 1 15 VDOT STANDARD GR-FOA-i GUARDRAIL SYSTEM WITH RUSTIC CORTEN RAIL. / CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. NO MOT PLAN IS 1 if= 30' / REQUIRED AT THIS TIME FOR THE IMPROVEMENTS AT THE ENTRANCES. 16 ADA RAMP AND HANDRAIL. SEE SHEET 7 FOR DETAILS ( IN FEET ) 3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY SHEET NO. \ 1 inch = 30 ft. AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND 3 1] ADA LANDING (6o"x6o" MIN. SIZE) VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. \ \ CHARLOTTESVILLE INC \ \ TMP 45-25E ----- g TMP 45-30J �j ^ TH Q�� HOWELL, GWENDOLYN --I;f--- MOBILE PARKS OF __ H & JUDY D _ � _ �I CHARLOTTESVILLE INC 22" D.I. RWSA WATERLINE _ SCOTT R. LINS Z ---- No. 35'791 A - - �-� - 0 TMP 45-25H / - ______- -- -- --� -- - -- � o (P) CONNECT PROPOSED � � ~ 7 , 5- --------------------- 0 8" D.I. WATERLINE LI EXISTING--------s,SS HOWELL, GWEN H & J - _ 16 -------------- - - " Ii / ACSA EASEMENT _ -- -- ACSA 8" D.I. WATERLINE dp 4/03/24 w WENDALL HOWELL yD.B.- P.E. GAS LINE - - PROPOSED 2" PE GAS - __ LINE REROUTING THRU SITE _ _ _ -�- - - -WITH 8"x8" T.S.&V. AND 8 45°BEND ZONAL - _------------- --- i6 o PG. u- 4 VARIABLE WIDTH---------- ----------------------------- - - - - - / _--- --`--- � — ------ EXISTING VAR. WIDTH UTILITY - VIRGINIAPOWERwV \ _ - -- A- -E-M DOT PROD. o631-00 - 2--i-85,EASEMENT TMP 45-25B D.B.16goPG.2-_ C5o(EXCETION #io, #13, #15) GAONA, JOSE & ------ wv - ELPIDIAGAONA --- --------- 0 _-- _ I I I �R�GA _E�\DEiiMpNI ,= -� _ , _ 32 _ _— —GRwvES V\CRG 3--Q I wV TMP 45-25D RGPDDN pVBcsw BICKEL, MARY C Z BLICGO ,_ ------ it --__ -------------- ---- -- `--- — o •2024000 213 "•` , SOD - -�- - - • - � I � I I � I i i a� 20' PUBLIC ORM - - - - - _ _ _ ---- z I .. 22" D.I. RWSA WATERLINE - ,°�"'� LOCATION OF RPZ ON DOMESTIC I i it I I •f, SEWER EA MENT - - F H 2 O / _ i � �' o . - w NE, DDCA NE, I . I I i1 0; p I INST. #: z w wO w ¢ WATERLINE, CA ON THE FIRELI AND PRV ON THE DOMESTIC WATERLINE i �� I N 20240000 468 ,A O k f c� F O / _ �/// _// _ %. // _�., -,_./"� / i_ / •-' '_ w, w• r��N l\\\ — FF C mg (ALL WITHIN BU II1I I III iI I�I I II IIII I I • no STORM UNIT C I ¢zg U uNlr sEWER EASEMENT zzuwrc aAs U VARIABLE-w"OT" -:: ST#P D. L o > z ULINE Lu z>O OF VR POWER 2400002468 IRE 0 O O O EASEMENT (P) 2" TYPE K COPPER Z g oPw .z5O _j wD.B. i6 P 4"D.I. WATER SERVICE LATERAL 0- BUILDING aFIRELINE BUILDING 2 _3r AS / cas iy arr, %(P) FIRE HYDRANT ASSE6MGBL.VY. \ im\ P) 6 ,g�o\ °BEND (PU)Nit 5nR'WATER s UstAs50 (P)i.5"WATER METERVAULT I I Ij I I II I 78 wj w>w> aOw>w z METE`VAULT of ¢IT mz t Pa-pN TO CLEANOUT I I a m I W o (P) 6"x4"TEE Up�t c u .. ., ..: . 48LF Qa %, ELEV. 5398 � � � 28' � II I is F z _ 4" SDR 26 PVC SAN. LAT. w u_ \ , G.V. LOCATION OF RPZ ON DOMESTIC z / 4 (P) FIRE HYDRANT, I J I 30 I i76 LF Qa 8.5%, ELEV. 559 33ce o m (P) z" TYPE K COPPER \ - \ WATERLINE, DDCA ON THE FIRELINE, ASSEMBLY W/8"x6" TEE z - WATER SERVICE LATERAL AND PRV ON THE DOMESTIC WATERLINE L (P) I gas \ o \ & 6" G.V. I _ - 0 16H - 4�� G.V. N I i z 0. (ALL WITHIN BUILDING) ° c'P)8"x TEE- rt I 5�� / ¢ / r i� (P) 8' -iz.z5 BEND - I r I � (P) i. WATER 1 � r FD (P) 8"-i2.z5 BEND 4 - - _ METER VAULT (P) 2-i/4" TYPE K COPPER z J' 48 4 G.V. - J - LOCATION OF RPZ ON DOMESTIC (P) z TYPE K COPPER ---- 16J (P) 8"x4"TEE it p z I WATER SERVICE LATERAL LL WATERLINE DDCA ON THE FIRELINE WATER SERVICE LATERAL' ` 0' A SA / Gy rI I (Pj z' TYPE K COPPER AND PRV ON THE DOMESTIC WATERLINE \ _ _ _ - — - € - 4 0 306 `WATER SERVICE LATERAL 76 TER IAFE ASE E _ n o r *. -. - - - - - - . 4 I wI _ 6" SDR 26 PVC SAN. LAT. f (ALL WITHIN BUILDING) a O \ 6 SDR 26 PVC SAN. LAE #: 0240 16F----- ----- - - 4 BUILDING 1 oN (P)i5"WATER 2oLF io. %ELEV. i. z __ -- -:-5 —5 D.IS ERLINE \s -\`\ (P)8'x TEEr 4oLFQa 8.75%,ELEV.544So' �t Ps Nit sz METER VAULT C 9 54 4 - - i I � i { l LOCATION OF RPZ ON DOMESTIC / UN v \ \ ,/ MH-6 I p �Nlt - � '� .• (P)8"x "TEE MH_7 S r I �, '. r <. y FDC WATERLINE, DDCA ON THE FIRELINE, pa (P) 4' D.I. \ � I p3 FIRE LINE (P) 6"x4"TEE r \ \ (P) 8"4' TEE G V4 i N \ r / AND PRV ON THE DOMESTIC WATERLINE �N`t sz G.V. �\ m '� / 4" G.V. 4' % (ALL WITHIN BUILDING) t P3 �Nt 4' f TRAFFIC RATED 22 26 i ` / M M rj N N v ct uNt ez uNUNt pa 6D / SAN. CLEAN OUT / :- (P) 8 x8' TEE (p) y CORP. STOP & C C C C C 6" SDR 26 PVC SAN. LAT.: r i" COPPER SERVICE LINE ¢ iO N roi o 0 It c PROPOSED 8" SDR z6 PVC �..8" G.V. �' o uN ? 4g LF @ g.i8%, ELEV. 538.50 / /" \ \ PRIVATE SANITARY SEWER ' / / / (P) 4" D.I. 74 n1i Ln ago r1ii v f N 6"SDR 26 PVC SAN. LAT. 70 \ FIRE LINE / a (P) 6"x4' TEE + /" TO CLEANOUT \ � / (P)� 5�� WATER r Z f 3o LF Qa 28.3%, ELEV. 539.20 - p r\� 24 METER VAULT - - / i r \ (P) 8 x6" TEE ty e, III �� �-. - MH-5 i8'G.V.&16'G.V.�.. .v" 20 � � / � r l• r � r, r ,�a� O Z 16B ;� A 6"SDR z6 PVC SAN. LAT. ti° �/ r MH-8 4" SDR 26 PVC SAN. LAT. Z O • • (P) 6 V 71 LF d5 /, ELEV. 544.2659 TO CLEANOUT r N /Z 20' PUBLIC STO�F M- - P) 8"X6" REDUCER / - WATER SERVICE LATERAL (P) 8"x4"TEE O J Q SEWER -EASEMENT ` (z) 2" CORP. STOPS & 524"� y J O TMP 45-z6A1 J G.V. (P) Sl8" WATER METER �AS \ / - j FOR MAINTENANCE \ UJ EJM GARDEN, LLC ® 16 _, (z) i� � i � � " � o / � �� / � INST. #: 'COPPER SERVICE LINES ..elk / \ LOCATION OF RPZ ON DOMESTIC / ^ //, Teo / �� 6' " SDR z6 PVC SAN. LAT. Q 4 2.oi AC. o / 202400002468 \ \ \ (P) i' WATER METER I WATERLINE, DDCA ON THE FIRELINE, / A,�. '� TO CLEANOUT Q V) ; FOR CLUBHOUSE AND PRV ON THE DOMESTIC WATERLINE 6o LF Qa 6.1% ELEV. 544-50 Z Q \ (P) 8'x4"TEE /� s� 1 1 1 (P)i'IRRIGAThON '� � (ALL WITHIN BUILDING) r ; ° � � � ■ ' 44 \ �\ WATER METER_ / 4��G� r N. A / C V A 3g M ,�' /i O � " 6" SDR 26 PVC SAN. LAT. N ff/ CLUBHOUS b (P)4'D.I. c �/' LF % ELEV. 6.21 \ METER WATER \I - 526 J� FIRE LINE / i (P) FIRE HYDRANT 3 CY 33 TR 00 - \\ (P) z" TYPE K COPPER � � r/ . , i /i ; / '" ASSEMBLY W/8"x6"TEE "` ,f •,. � (P) 2'�TYPE K COPPER � \ T \ -\ \\ WATER SERVICE LATERAL / J� 66 ' a a / / " & 6" G.V. WATER SERVICE LATERAL / \ �• (P) FIRE HYDRANT ASSEMBLY \ 6"x6" TEE, 6" G.V. jC , \ \ �• Est 4' SDR 26PVC SAN. LAT, / i // d (P) y 5 WATER s (P) 4' D.I. N / F 3z LF @ 37r6 ELEV. 539.2g n �/ METER VAULT FIRE LINE / O � 6"x4"REDUCER \ , � /- ' / C7D 14 �\ 08 BUILDING6 / / TMP45WE - - ; �/'�' -�•' So5 RIO ROAD WEST LLC 11.67 AC. / N LOCATION OF RPZ ON DOMESTIC / VATw l\ r POOL /%„O�� zP < / /s�1��/ / AND RVONTHE OMESTICN THE RETERLINE, GRAPHIC SCALE (AL��� ; /� ` AND PRV IN THE DOMESTIC WATERLINE TMP 45-26Bi 40 _ < \ \ do v L WITHIN BUILDING) 2 ' � C� � .. �' � .. ,,. PROPOSE[ / � � o o a5 30 60 � AMMAR ALSHAIKHLI o - (P) 4' D.I. \ \ J J ES 1.28 AC �, t n2 FIRE LINE z�PE GAS / �• / U J2 J / �N LI H // B ILDING 5 W NE REROUTING T RU T az LOCATION OF RPZ ON DOMESTIC - ' �A PROPOSED 8"SDR z%6 PVC" .' UN�t eta - WATERLINE, DDCA ON THE FIRELINE, C \ \ ` . \ PRIVATE SANITARY SEWER (^\ %' i ( IN FEET) z AND PRV ON THE DOMESTIC WATERLINEi�°6i y"° % �I2 / // 1 inch = 30 ft.L9 Z Q (ALL WITHIN BUILDING) w (P) 2.5" TYPE K COPPER � ' O J 60 / �' %�/ � / rm v eE m WATER SERVICE LATERAL \ 1 12B / �i r'S�jc� J = s ��� �� Q J 1 ' /�' <,./ ° MATCHLI -S £THIS'SHEET = sr 0 6" SDR 26 PVC SAN. LAT. i °R'GF / ° �,' �r � \� � I I I (� LL ii LF @ 27%, ELEV. 527.09 / j � '�` � � 56 � r •, r � � ` �� / W BUILDING 7 �Nltez M H-4 x i 62 J m / LLI UN\t eaul PROPOSED 8'x8"TEE �' i J , - / uNktez VAR. WIDTH STORMWATER MANAGEMENT, 10 2-8" G.V. /� / I • _ �� FACILITY, ACCESS AND � / i � /�/ j i � / \ \ / ,/ zo'SANITARYSEWER ~ Q MAINTENANCE EASEMENT / y INST. #: 202400002468 / 1� i / e \ EASEMENT DEDICATED TO LLI , , � � z Lu THE ACSA INST.#:202300007339 G�QUN > 6" SDR 26 PVC SAN. LAT. \0 / 36 TO CLEANOUT TMP 45-z6 Fi 68 U) � ` - ' -. � \ � MH 1 V ��N 39LF @ z.o8%, ELEV. 524.09 a o O / 505 RIO ROAD WEST LLC % / \ \ / J O ii.67 AC. 68D r � / \ _� \ W Hl ry oC MH-3 2 MH-2 / / TEMPORARY GRADING& 8 / CONSTRUCTION EASEMENT PROPOSED 8" SDR 26 PVC PRIVATE SANITARY SEWER 2o'ACSAPUBLIC A A Q Lu 9T�cR WATERLINE EASEMENT PROPOSED 8"-goo BEND :zoz0000z68 j / INST.# oNF 4 4 / \ \ TEMPORARY GRADING & CONSTRUCTION EASEMENT CD INST.#:2oz3000073390 NO %y T TMP 45-26A9 \ ` \\ / (P) NEW 8" D.I. WATERLINE / OAKLEIGH ALBEMARLE, LLC \ / j CUT EXISTING 8" W/L AND / 0.2o AC. / L \ v m CONNECTAT8"G.V. / / \ \ \ SEWER EASEMENT r 8"-450BEND A / SEWEREASEMENT G \ \ DB. 898, PG.610 O w INST.#:zoz300007339 ROPOSED 8" PLUG / CONNECT PROPOSED 8" SDR 26 PVC \\ \ a m I I EXISTING zo' ACSA WATERLINE / PRIVATE SANITARY SEWER TO EXISTING JOB NO. \ / V2o'SANITARY SEWER EASEMENT DEDICATED TO j ASEMENT D.B. 976, PG. 484 SANITARY SEWER AT EX MH THE ACSA ACSA (EXCEPTION #zi) 2O2ZO2 / INST.#:202300007339 I / SCALE / I XISTING 8" D.I. WATERLINE � � EXISTING ACSA SANITARY 1 N=30T SEWER EASEMENT I�I MATCHE -SEE THIS SHEET � � � �76, PG.4�4 \ � � SHEETNO. I I " I I III� \ /- EXISTINGMHI 4 NOTE: A KNOX BOX WILL BE REQUIRED ON EACH BUILDING. THE LOCATION OF THE KNOX BOX CAN BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. NOTE: ALL PROPOSED SANITARY SEWER IS PRIVATE. NOTE: THE TYPE K COPPER WATER SERVICE LATERALS ARE ON THE PRIVATE SIDE OF THE METER. THE PUBLIC PORTION OF THE WATER SERVICE WILL BE IN ACCORDANCE WITH THE ACSA STANDARD DETAILS. NOTE: THE AVAILABLE FIRE FLOW IS 1,75o GPM FOR A DURATION OF 2 HOURS DURING PEAK DAILY DOMESTIC HOURS/DEMANDS. ' \ TMP 45-25E -------- -----�__ - ------ ------- P 45-30J HOWELL, GWENDOLYN v,- ---------------- M OF OBIILE PARKS \ \ H&JUDYD -------- ---- -(P) SEGMENTED RETAINING WALL ���, `\ CHARLOTTES_VI_LLE INC \ WITH SAFETY RAILING, SEE SHEET ` - - \\ v � ____ ___'-7 FOR DETAILS. MANUFACTURER: EAGLE BAY, DIAMOND PRO ^� T�E• � �� o - __ EXISTING RIO ROAD STORM TMP 45-25H " \ STORM \\� TIE OSYSTEM.O \ HOWELL, GWEN H &J / COLOR: JAMES RIVER _- -- __-- - ------------- SEWER EDCONNECT `i WENDALL HOWELL / - -- -s s�IUNDERDRAINS ssz 3-----'-_ss3.z TO STORM INLET--------- --- --- \� / �!� --' ------ - -------551sa___ - -_ - - - - - � - - - - - - - sa\w MEN WITH ROAD IMPROVEMENTS / 9 EXIS IT NG RIO ROAD STORM - - - \ --\5 ss4.)4- - --- --- ____- __- -- P STONEFACED RETAINING WALL ,_ STRUCTURE AND PIPING TOREMAIN- - _ -- tlk-' _ --- ---=--'-------f sso]sl.ol= --- _k - 550.88Tc --__550.J5 TC 551.50Tc 551.8JTc _ -,sszlorc _,__ 551.T/EP 552.55 ss2Ho 235 - -r-' ____ 553.4 WV 553.9��1 -- Ill __ __sss.as - - k .5541 ALONG ENTRANCE CORRIDOR _p FOOT REVEAL WITH HANDRAILTMP 45-2SB R�p �_ % ., - --sso ss rc ,_ sso usszsa -_ - p ssx3s. ff 55 90 ----'- - `� COLOR: DAMES RIVER "� / GAONA, DOSE & / \ i ' /", / i' � "'- f - � W�°n sort _ __ _ _- - 55239 s5 .58 EP � sss 23 TC --- ---- - s \ I \ ELPIDIAGAONA �\ MH ACCESS COVER FOR % NOTE: \_ - I = .1 \ sso - - P " x - .a� ssz ss3.--------- ------ -- 556J5 TL --- ---- -- __ - � -- ' \ \"----- - / \ STR. SOD SHALL BE LOCATED ON � _ i o� 13 _ _ -� - ___\ _--- _ � • ,. __ _ sszs)tt - _ sss 11 TC - --'-"- _ I -.THE MANHOLE OUTSIDE OF THE \ �_ ✓�550 \ PEDESTRIAN PATHWAY. - _ - P - " - FH - - _ _ _- ��� \ ----__ -_ __ Im - - - "' - - - /-- _ _- ---�V - ____ _ `�558.96T W ------ - ss94e r< TMP 45-25D MP 4 (P) SEGMENTED RETAINING WALL \ � sag ea _ \ - ssi o6 � __ _ _ - -- - � „� .�,.. _.. z�a ^sw ss B MARY C \ WITH SAFETY RAILING, SEE SHEET ;-'' "'" ae.] j - � - :,., , , j � pus .... 50B - / _ _ a / --- - - - P « - 32 .0_ S48J8 5.6 .. - --- --- c _RA sss58 _ 7FORDETAILS. MANUFACTURER: EAGLE BAY, DIAMOND PRO '' sa9l a966EP "� \ � * 550.00TC o, \ �' .� � "/ "._, 544v4 ,sss -a. o "" _�� aw-a " ' "' u � . s-rs�---"+x�.-.�u. 50.66 _"a 54).50 -a3.]5 . 519 )5 ..u....-..... .•..•... 54465 ........ R•r.4k.. _ � I 51255 '03 TB 551. 65 1.)O El _ __ ______________554.74 w 1 556.32 �-,- -"'- - 55 .20 55850 - ---- -_ - 55938 COTT/R. CbLLINSZI No. 31) 91 4/03/24 A l I . e • •.-.' 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SEE ARCHITECTURAL. � 539.80 BEGIN STA. \ BRICK CONCRETE RETAINING � � � � l � r / o sa9.a / � � (� � '�� "�"- sa9.6z WALL (MATCHING / m� 54issev / � ;• aT ss3.a3 • • �% / � � ,• s2 -ss .oaw PLANS FOR DETAILS AND / � 07 o+oo A - - d 1zEP / A 56 ssD.oDT< �g salso � CLUBHOUSE) sfi1.J .= 3 / I � � ( � RETAINING 5 � 3.6TW ARCHITECTURAL PLANS sa J / / b ? � / / /' 2 � • � '.� 'ssa.oaw DESIGN OF THE WALL � � (� 9sz a . j sa3.Dorc a^ s3.J s-' / a i / ssy.33 / WALL H 61.65 . sfi cs ss . 5 RETAINING' / A z0' PUBLIC DRAINAGE �� \V/PROPOSED VDOT / M , / s1 3 / r" sr sso. .go' s63.o / s39�s. / 39,42 99 sz . -" i E..•.: . ..I j STD. CD-.z / s4e.ay48 -> / EASEMENT (RIO ROAD V As39 a2 v .JOT< P"• Sao.JsfP J o ss, WALL G, /� MLn / s39 ]sT s39.e]Ev .33 ;-•.•-�� i l.zaic A /r 5092 3 WALL H 1 STORM DRAINAGE) 1Q / . V . sgP - -...' s .mw / i a3.16 i-sa9.6) ssl.00 s61.ao sq s6oa 1 sass / ;aa' s EP / BUILDING6 t: /�/. �',i sso.a ge�• EGIN STA. / INST. #: 202400002468 \ s39. � - � ," '' ...•..•..• •o � � zow Pr � _ � qp■ � N •55383 : / - ' • % 0+00 LAIL, _ p 5315 •� K- •'P'E •• ® 542.40 EP 54i.« 3.j1 / h ,. 561.6J • 00 �� 9.40 EP sr8. 2EP \ N� ® '/ 51.7 ,. J2 55 3'. ���SaO.OTW '' V / 539.63 C 39. 59. 539.5 \ 53]J - \ HDPE •� ® �/ - e • r / s3soaw� TMP 45-26 /r � /� '/ .. N s41.40 c a5%% s ego Tc ; s3z6oEp 36r13, -. ^" 54 F- / ss / 64 m p . • • i" � /ram - � soez I � " - : s61. 505 RIO ROAD WEST, LLC / Sa1.0]� '9J0 �� 5 J �)90 EY A 53J.98T H4 \� -' / ' �• � - 9 i .s42. 11.6 AC. 412] T . ' , / / 5425 TB / / C ' !. 538.0 W 56219EP 54 .90T • / • / �\ / S61A • 56 8 7 , 54 I2TC � 4094 EP �•.- .60 TC 53803 - O - ¢ ' ' 510 549. 2EP 5 - ).33 )..1D EP ` T POOL=542.33 ' �-,. = y�.'< ; x : v - 551.00 ;-. / �, s z.4o EF J q ,f: G6- f ,..- 6.90 536.S6EP uuLL��aw\ /' -r1r //ss3.83 •••s0:•EP/ �50. 3TC SO.J • ��510.33 <. ✓-.-.:r.. ;;; •, 8.0h i 1 -' �yry �w..•.. i J Jr 5a SS .1Dr FFE= 6 .67 Q S6D.5 j , LLI 1 TMP y5-26B7## 03 g azso rc j. 0.6 AMMAR ALSHAIKH LI -- 4099s Tp o.o4 P soa�P -� z% r ��1 �\V �\\ ITw I� sa orw .: aaao EP , PROPOSED VDOT '. i�r I T/ ]/:• ss1.o BUILDING cJ O� ,tl P SEGMENTED RETAINING WALL 1.28 AC. s39 ]ar a�'° 2 sals 6.2 ( ) J s39 us EP - saoss UNi P WALL C , 3e / p � /36e ,r y Q- FFE 1.00 sso. �'' WITH HANDRAIL, SEE SHEET 7 FOR J � �\\� do G s9v _ Ln ' RETAINING ✓ 39ssTcBEGIN STA. • � '. ,y s4z.DTw ,- as. Tc ,saa.3Jrc 5 , � �a � -:.,- ,• Ely DETAILS. MANUFACTURER: EAGLE � /' ®f js% 5 .go-• dodo 2 ao.Ja v 539.22 541.55 N 0+00 �� / • , - ® 3A5EP i 43.16 • _ Lu APE 3' ML DTW s3s.oaw sh3.aJ EP i ,' ,'BAY, DIAMOND PRO s39a y Ho, - g2a \ \ IHW - sasmE ,; NS' 4 e dP i -/ s61.6] sb1.3o -1 ' /� WALL A / 39.60 UNv� sills / . s ti� - 4$3 3 / i BUILDING 7� i ale s �/ ,� DD 3" COLOR: JAMES RIVER j GS / RETAINING ) V A • \ /� $ s3s.4J �s3e0 o w\V\:�V�- ,o saza9 ; /, ' / �% ' - / !: -e syl o . / ,- , / ! ssos3 I y"' WALL G /� / QD s3a.oTw s42.oD _ WALLC \ V �\ s3se]EP - s3sss r"- cz 'a 's44.zo a3.o 3 0 sn.zs / / / smss .. sags 6e J ss3.a3 ,fso.3 P - / ,t -2 2 /�• NDSTA. /:� // 534.OBW 7 � WALLB FFE-541.67 ' / �.. � A i '" s35.40 535. TW � _ g1%. .- � .3 ��, a466 � 1.. � / 550. TC 550] � 0 5033 5 .W J %, •560.9 � /� - � \ FFE=531.0 .' I V A", A 535.10 \ 35.6 - .-......r - `. 55363 60 . SD.D� r /J 9.] P / 561.65 2+22 F1 535. WALLC /� ` "\ sso. - 2.z 6so.3 c `' / ? 4 •• - (y _ Lu NDSTA' '`, 535.08 l 6' Saa3 TRAFFICRATEO s44.68 SdO J3 .� '^ / • '• J 11 0" ' TMP -26A6 /+) A 533.]3 EC A 535.23TC A t/ 12B Sa3 a24J 25 4'CLEAN-0Ui -. y / r509 J G / PROPOSED TREE % END STA s3s.ao / a6soTc - ss333 yro ssls +P / OAKLEIGH LOFTS LLC PROTECTION FENCE 0+ 6 s3a.o 33.]0 .\ sab uaw a sas.5s - - ei z/ `0 F '� z , P,V�/ sszm 1.bJ t / 0.66 AC. i z / `l RETAINING / / 3 I s3a.ao �'. /WALED ss3]+ a a-- -` o.Y 1 / e s6f:-.-¢/ Sb1.J l ' AT LIMITS OF CLEARING / 3op3 G / s3s3orc s4s.o} < EGIN STA. . 1 Q s9Te/ l0 ss1.45 P CONCRETE RETAINING B � 530.9 :534.9J EP TRAFFIC RATED 544J EP 552.32 P ( ) 'WALL I 1.0 12 51 9/ / 9.26P' S49.J W / 6� TafrvcBORAIry '� 0+00 -sszz3 / , 550.33 -, � / / shoe WALL. SEE ARCHITECTURAL NOTE: HANDRAILS SHALL BE INSTALLED ON ALL ADA RAMPS AND °/ i / UNC< 30. saa.aTw L s;}.62- i Eowr �•• m J= ' 63 / / � s31:D � ssa.z - • s ss 62' o s6o.ao s616s , STEPS WITHIN THE SITE. HANDRAILS/GUARDRAILS SHALL BE � 1 \ 3o9a „ •' 33 / � s3a.oaw / PaWr .� ^, � r PLANS FOR DETAILS AND U U MH-4 544°T19 RETAINING 9 T / Lea 5 .d6 1 WALL E 561.6J S DESIGN OF THE WALL 534.ORY WALLB eti° UN\teA '-.'s3o93 �+ /' ;s3a.osw �`y / r / INSTALLED ALL RETAINING WALLS THAT ARE HIGHER THAN3o". Q z BEGIN STA. 53 "' `" '\.. z -; WALL / sDl �a9ezry ./ °� J 550.33 EGIN STA. ss1. s 's 4s. e1.6 i� H� 2 / 545.OTY �' SB v 5'I9:99 i � /^� P CONCRETE RETAINING 4.oB a.. O+00 % 11 L p\\ 6 ..r••cHe. 0 9mc �• / ( ) \ 49.6 �Ya9.59EP x. rr rr / \ \\ / WALL. SEE ARCHITECTURAL ew9.zs ,w94o �f i ,% - , • ssl oo WALL E /sfiD.aDJ2 (P) SEGMENTED RETAINING WALL '•, o+oo . U % ,i 5 nD 1 I w WITH SAFETY RAILING, SEE SHEET 531.0 • o:a T o s 1 / .9 --- - - 7 FOR DETAILS. MANUFACTURER: �Wtg2 �.•• o3s \ PLANS FOR DETAILS AND at o' Sso. END STA. - Q / / 10 DESIGN OF THE WALL sco:Dew l'' / e sso33 O+ s61.6)L v Q EAGLE BAY, DIAMOND PRO /�' s3o.) Tc aT V / p SEGMENTED RETAINING W ��� sag>s / 45 / 53Q,1D r s30.2 .30.95E ' ' � : / �8 ; / � M • 561.0 / / / � / o COLOR: DAMES RIVER - ���_ • � - � � ( ) ALL WITH sac:oe // i "/ � / 9/ • � e � EXISTING II / .. i� SAFETY RAILING, SEE SHEET 7 FOR DETAILS. �, 9s so.J c «c2 s61.oD - E8 ..- OFF -SITE z a CjRG wA� �. COLOR: JAMES RIVER wzsew s49se sgos. a� sso. ,• E., . •c <n , BIOFILTER i V� MANUFACTURER: EAGLE BAY, DIAMOND PRO wa.DTw • s613 W a / 560. EP� 68 D ' ZJ �, Lu 0 / '••., e SS°s / WP02017-0002� I � i / F Bc1.bT s¢is / 36 VAR. WIDTH STORMWATER ssol ] / WALL F ,, O� o MANAGEMENT FACILITY, ACCESS WALL D i s 2]P i -' VAR. WIDTH STORMWATER/ 52ao _ / AND MAINTENANCE EASEMENT TMP 26 END STA. 55 s me / / , Ez-1 tea& seloo w EGIN STA. / s6l.orw 0+00 4 �a / 45- 1+1 68D , i s 3sfn s51 asYp\ - _ -Ss MANAGEMENT FACILITY, ACCESS szz.Daw / / � INST. #: zozy0000z469 505 RIO ROAD WEST, LLC i 15' EQUIPMENT LANDING AREA / (P) CONCRETE RETAINING ssl.ds s o q \ - / AND MAINTENANCE EASEMENT INST. #: 202400002469/ / , , sso ' - XTENTS OF WALL REINFORCEMENT (TYPJ WALL. SEE ARCHITECTURAL Egg-� RETAINING tsa.oz / 11.6 AC WITHIN STORMWATER PLANS FOR DETAILS AND / WALL E LL1 I szzmw I / a \ s412 _ 1.oTw / TMP45-26A9 /szo.Daw MANAGEMENT EASEMENT DESIGN OF THE WALL (- v ��/ / A ssasT s6.oew OAKLEIGHALBEMARLE,LLC�� / 's2687EP g ss1eD' ss4.asE 0.20AC. �� I 27.20 TC I l b / x n.oTw - - MH-3 / P.OBW s 5ssa5Tc (P) SEGMENTED RETAINING WALL v / s2].92E 4'. ry TEMPORARY GRADING I 55495EP/ i 52]3sT WALLA 7WITH FORD TAILS.RAILING, SEE TURER: GRAPHIC SCALE PROPOSED OUTFACE TO EXISTING STREAM UPI I / 0 O \ / \ NDSTA. / PROPOSED TREE AND CONSTRUCTION EASEMENT/ � / � I I / 5634rw 7 FOR DETAILS. MANUFACTURER: / CUSTOMIZED CONCRETE EW-1 WITH z 6 +6 3 7339 \ / ao o g go so O X f ROTECTION FENCE INST. #:202 0000 � / a I ' / 556.0 � / y / 3 9 AT LIMITS OF CLEARING / / \/ ssa.w EAGLE BAY, DIAMOND PRO / (V / OUTFALLPIPEATELEVATION 11. s2]OTw 6a]EP /T v 5 75 sv.oaw / i� /COLOR: JAMES RIVER v VDOT STD. EC i CLASS i RIPRAP v I- 516.0PN / 526.ORY. (P)SEGMENTED RETAINING WALL WITH GEOFILTER FABRIC UNDERLAYMENT 51125B1W �� 5z6,OB / / 1 asrc RETAINING �! % / 2 MH-2 / „ WITH SAFETY RAILING, SEE SHEET WALL F �' / ( IN FE SSa.85EP ) / / (d5o=6"MIN, D=z.S', W1=6', W2=13', o CFS 7 FOR DETAILS. MANUFACTURER: 1 inch 30 ft. V Omax=zo CFS EAGLE BAY, DIAMOND PRO 556.0T19, / / y / szz998 i 8 /' I II I I ssb.o aGl % / sn. ew 527OTVJ sz].OTW szz.o8w'' / I I j COLOR: JAMES RIVER ssa.aew' /; ,j;� �� / / RIO ROAD STORM DRAINAGE CONSTRUCTION NOTES: WALL A - MAX. WALL HEIGHT = 10.67 FEET (INCLUDING EMBEDMENT) WALL B - MAX. WALL HEIGHT = 10 FEET (INCLUDING EMBEDMENT) / WALLC- MAX. WALL HEIGHT =4 FEET (INCLUDING EMBEDMENT) \ / WALL D - MAX. WALL HEIGHT 8.67 FEET (INCLUDING EMBEDMENT) /• / s ao s A DRAINAGE DITCH FROM THE STORM SEWER OUTFALL - w / 4.48w WALL F CONVEYING THE DRAINAGE FROM RIO ROAD INTO THE SITE a � / END STA. SHALL BE PRESERVED TO THE EROSION CONTROL FACILITIES, JOB NO. i PROPOSED TREE 1+08 AS SHOWN ON THE EROSION CONTROL PLAN, UNTILTHE NEW \ ROTECTION FENCE TRUNK STORM SEWER SYSTEM HAS BEEN INSTALLED TO 202202 WALL E-MAX. WALL HEIGHT= 11.33 FEET (INCLUDING EMBEDMENT) / / /' I ,'� NOTE: NO PARKING LOT GRADE SHALL EXCEED 5% 1 I AT LIMITS OF CLEARING / PERMANENTLY ROUTE THE STORM DRAINAGE FROM RIO ROAD \ WALL H - MAX. WALL HEIGHT- .33 FEET (INCLUDING EMBEDMENT) ry zo' SANITARY / I / _ I THROUGH THE PROPERTY AND TO THE EROSION CONTROL SCALE WALL F - MAX. WALL HEIGHT= 6.67 FEET (INCLUDING EMBEDMENT) ,'� \ WALL 6-MAX. WALL HEIGHT =9.33 FEET (INCLUDING EMBEDMENT) ,�' � '�� �, � � � - - i -- - � � I � I,' FACILITY AND ONSTIE STORMWATER MANAGEMENT FACILITY 1 11=.301 ( T) SEWER / _ s I UPON THE COMPLETION OF THE PROJECT. THE STORM SEWER \ WALL I - MAX. WALL HEIGHT= 4 FEET (INCLUDING EMBEDMENT) j '� ASEMENT / , } / ) FROM THE EXISTING RIO ROAD DRAINAGE STRUCTURES SHALL SHEET NO. INST. #: 20230000733g_ _ / I / ALWAYS HAVE AN OPEN FLOW PATH THROUGH THE SITE. \ WALL J - MAX. WALL HEIGHT= 2 FEET (INCLUDING EMBEDMENT) � y/ o, I I 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 OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF io 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 OFTHE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. r_oAnrnrr- 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. DRAINAGE Clerk, Board of County S06rvisors 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE 1 FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OFTWENTY (2o) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OFTRANSPORTAION 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. S. 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 ATTHE 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). CONSTRUCTION FIRE PREVENTION NOTES: 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES PROVIDE ACCESS TO WITHIN too FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT 6INCHES;, THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. FIRE EXTINGUISHERS SHALL BE PROVIDED, , WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. WWW.ALBEMARLE.ORG 401 McIntire Road, North Wing, I Charlottesville, VA 22902-4579 RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES (April, 2=6) WHEREAS, upon consideration of the staff reports prepared for SE2021-00041 The Heritage on 0 SCOTT /R. C�tTLL Rio (in conjunction with ZMA202100011) and the attachments thereto, including staffs supporting C_� 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 ��0 10/11/23 finds that the proposed special exception: ��sstoNAL E1yG (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. In U) (n z w fLU o U Clerk, Board of County Su isors p p Aye Nay U00 g U U z 0 > Mr. Andrews Y O V) p z at Mr. Gallaway Y �..� z g o U o U Ms. LaPisto-Kirtley Y �/+ O Q o Ms. Mallek Y V F o o Ms. McKee) Y w z .. a ` Ms. Price Y / w w o WLn Lu 0� W 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. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO 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. io. 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 SUBJECTTO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE (3 5) , 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 OFTHE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING 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. M M M N W 0 N O O1 ] 000 O L z Q ZCf7 J ti M M LU C>7 N I-­1 M � V / WN J O 05 N WN Q > LL Z LU J (n ® > in J L9LU Q z w LU Z J 0 0 Q W_ U) U LU r �e Q LU 0- O UlZ) (� - LU Q ZED I- LL U) 0LLJ I-� lY J Q W 0 0 J O O J N I --I U > U W_ O W C 2 a � JOB NO. 202202 SCALE N/A SHEET NO. 6 ELEVATION VIEW MADRA%DMSION 3 — 6" GRASERMANUFACTURING.MO. 9" SIDE RETAINING WALL 9" SIDE RETAINING WALL IOBDUNIEKDRIVE WAUNAXE WISS6BT P(fiWI H&T891, P(6061&&1080, F(80S fi191061 W WW.MAORA%COM, E1.WL: SALESOMADEOLCOM 4" 7" MAX. STEPS RISER TOP ELEV. OF STEP n ELEVATION TOP BOTTOM ELEV. SIDEWALK �OF STEP TUBINGOF FRONT ELEVATION HANDRAIL ❑ PRIVATE WALK OR LANDING 5' 0"MIN RISER 1/2"THROUGH JOINT 1— 0 TREAD 9 #4 BARS (TYP) #4 BARS EQUALLY SPACED 1/z"R SLOPE TO DRAIN 1'-0"OC MAX SPACING 3" PRIVATE WALK 4 a' OR LANDING +, 1x TYP 1/2" THROUGH CHECK DESIRED MOUNT ❑ JOIN T GMOE ry CONCRETE ( SIDE ELEVALION N ANCHOR ROD � THRUHOLE 3X8%3I8'THICN �/ GRANUoeoevMADRAZI 2EA118"—NOLETYP "�zEAfine•OxaLETrP. 9" SIDE RETAINING WALL 3 — 6 9" SIDE RETAINING WALL GRANULAR NATRE 801E 12717 �4�G BOLT UG BOLT CONCRETE �LLLL?�CONCRETE O IN GROUND MOUNT 03) ❑ SURFACE FLANGE MOUNT (SF) O SURFACE GUSSET MOUNT (SG) SECTION VIEWS UPCHARGE PRODUCT: UXI901G SF,SG DESCRIPTION.2U8BIE, SURFACE OR INGRWNDMWNT 10" STEPS TREAD DATE: M-1{ ENG GAD CONFIOENTML ORAIMNG ANDHFORM1101115 NOT TO R COPIED OR DISCLOSED NOTES: 15 MSACC UNGTOWNUFACNRER'SSPECIRO\110NS TOMERSATHdRTHECON6EM OFGRABER MANUFACTURING, WC. 3. CCNSULTAMTOSELECTCCIOR(FNISH1, SEEALWUFACNRERSSPECIFICATION8. SPECIFMATIONSARESJSIECTTOCHANGEoTIHDIRNOnCE. S, SEESREPVNFORLOCATIO0008 I.TOWNE 0014GRANERMANUFADR.RING, INC. ALL PROPNETARY RIGHTS RESERNEO. PLAN CONCRETE STEPS DETAIL NOT TO SCALE 1 42" MIN. PROPOSED RAILING TOP OF PROPOSED CONCRETE WALL F-- GRADE 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 111C-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 11 b...1 fig & ( 33 5 4 9 21b- 8 3 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 So" 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 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 Of 30 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 5o". (sec 1133b.5-4.7 fig 11b-38) • 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 11 b...1 P ( 33 55 ) • Handrails shall be placed on each side of each ramp, shall be continuous the full length of the ramp, shall be 34" to 38" above the ramp surface, shall extend a minimum of i' beyond the top and bottom of the ramp, and the ends shall be resumed. (sec 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 ENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW 4 � F --------GALVANIZED "U" CHANNEL POST o� �o ow m= VDOT A3 GENERAL N CONCRETE ow BEVELED UNITS B^Mi alXnnH VNEENDGEGSYNTHETICREMFORCEMEEO TO WITHW2 EES OF THE LOWER BLOCKLjt7 loll Anchor- Diamond® X INFORCEMENT CONNECTION WX (NOT TO SCALE) 10.1 V FINISHED REINFORCEMENT LENGTH I GRADE GEORY THENC REWFORCEMaNT I p" DRAWTHE(6LEVATION VARIE4I —�i(t✓/ ice/ 6"MWBAIIM COMPACTED GRANUWRLEYELMG PAO p W.— WIOTHOFOVG , V I H OF EXCAVATIOAVATIO N E— O I —LENTH OFGEOSYNTHEIIC REWFORCEMENT L Was=(.-N,) L+6" Wos Anchor— Diamond® X Ia EXCAVATION OVERSIZING WX (SCALE. 3/8'-�P-0") .r,...........m�... 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 RAIMP HANDICAP SIGN LOCATION (VAN) LOCATION N 30 TOPSOIL AND SEED FACE OF CURB BUMPER BLOCK � %� � • o N iiT✓v� \ PAIN \ \ MIN. PER VDOT SPEC. PA L� PAINTED EXIST. GROUND TRIPE ICAL) L� PAINTED EXIST. GROUND TRIPE ICAL) 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 IDEN77nED 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 1.2s•-1.s LEAST nVE (5) FEET ABOVE GRADE, BUT NO _ EXIST GROUND HIGHER THAN SEVEN (7) FEET ABOVE GRADE. iv cL RAMP EDGE PROTECTION 1z ExTENs1oN BEOOND RAR 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 IB• MIN. 1 $100 — $500 $100 — $500J EXIST. GROUND EDGE PROTECTION FINE FINE 2 MINIMUM HANDICAPPED PARKING SIGNS SECTION C 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 theirfittin9 s. 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 n b.. .1 fi b- 6 ( 33 5 5 9 Ga3 ) • 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 ramp surface is not bounded by a wall orfence and 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 and their approaches shall be designed and constructed so that water will not accumulate on walking surfaces. (1133b.5.8) DISABILITIES ACT 1994 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 6" COMPACTED 21A STONE BASE CONCRETE DUMPSTER PAD & MAIL KIOSK DETAIL NOT TO SCALE j\\j V/V/ \ AAA 4" COMPACTED AGGREGATE 2" SM-9.5A 21-A BASE COURSE SURFACE COURSE ASPHALT PEDESTRIAN PATHWAY DETAIL CLASS A — TYPE 1 LOW —MAINTENANCE NOT TO SCALE 5' (MIN.) NOTE: CONCRETE SHALL BE 3000 PSI AT 28 DAYS 4" 21-A STONE BASE 4" CONCRETE OR STRONGER. 3,000 PSI MIN. CONCRETE SIDEWALK & BIKE PAD DETAIL NOT TO SCALE IN 5' 4" VDOT 21A STONE BASE 5' WIDE CONCRETE 4" VDOT 21A STONE BASE N CLUBHOUSE HVAC SCREENING FENCE WHITE VINYL FENCING 42" HIGH MIN. 2% 6' PLAN77NG STRIP 6' — 6' PLANTING STRIP 0 19 086nn I j PAVEMENT LEGEND: HEAVY DUTY ASPHALT PAVING (TRAVELWAYS) LIGHT DUTY ASPHALT PAVING (PARKING AREAS) MILL & OVERLAY ASPHALT PAVING CG-6 POINT OF CG-6 t & GUTTER C/L / FINISHED CURB & GUTTE I!//GRADE 15' 15' EL LANE) (TRAVEL 34' F/C—F/C NLTRITAGE HALL ROAD (PROPOSED PRIVATE T)?,VL'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 \ 10'-17' 1 10'-11 (TRAVEL LANE) (TRAVEL L 22' F/C-F/C - 31' F/C-F/C TYPICAL TRAlIETL#rAY SECTION (PROPOSBD PRIVATZ TR.1VA'LX4Y) DA'SIGN SPffrP• >5 AlPH HERITAGE HALL ROAD: STA. 12+00-15+67 SUPERELEVATED (21%) STA. 13+00-15+20 7' PARKING AISLE Typfcal sactlon with roadway sign and shared use path sign. 2 I* I— 1.84' 36' x 36' 3A' I R/W B1010 I I Bicycle (40'x W)1 I r40' x 90 I I 5' Max. 3.96' I I 407' 5' M x. CG-7 8.C7 6,5' 24. ' Notes: • For roadway signs 30" in width or les 5, use 7' minimum mounting height. • For roadway signs greater than 30%u 8' minimum mounting I -eight. FIGURE A(1)-6- TYPICAL SECTION OF SHARED USE PATH WITH ROAD II SIGNS AND SHARED USE PATH SIGNS JSCOTT R. LINS-�o KNo. 35791 1�1 Ado, 2/09/24 _4c,R�% x ff� =N a �S m � 0,7 2�LIT F— LIT W W 0 W g U U 0 ;U (D : ZUm} > Ln U) LIT Z Z 66 Z K W C) g O O Z O H Z a ::, Z Z O a d d U d I --I l H LW U LW U L] > W W J W Z un, un, > > > z / LY Eu LL -:` •' W W W K Y Ln CL LU w OC M M M N M V / W N N N N N / LEICo o _l CNI o — ' L M M z w 5' WIDE CONCRETE CV _ SIDEWALK 3:1 EXIST GROUND M 2x �H ■/��� 1 ` 7T 6' PLAN77NG STRIP 4" VDOT W N SraNE STONE BASE EXIST. GROUND 0')Bz SE 6 5 N W Q H� w 1 J 5' WIDE CONCRETE J SIDEWALK 3:1 EXIST GROUND 2Z 3r �1 L9 z 2�07 6 SIP LNG STRIP 4" VDOT 21A STONE BASE O W LU STONE BASE -2.5 6' EXIST. GROUND S Z _NJ Q Q. 06 < W� I w 2" SM-9.5 SURFACE COURSE ILL! O 3" BM-25 INTERMEDIATE COURSE 0 5 21— A BASE Ln Cf) COM P AOCTEDE SUBGRADE Q HEAVY DUTY ASPHAL T PAVING - LU O TRA VEL WA YS NO SCALE J ~ O 2" SM-9.5 SURFACE COURSE w I B B BINDER ER B BASE COURSE J Of 7" 21—A BASE COURSE Q w COMPACTED / / CD SUBGRADE0 O J LIGHT DUTY ASPHALT PAVING PARKING LOT & PARKING SPACES U U NO SCALE U r PROPOSED 1" SM-9.5 0 OVERLAY Ell CL. EXISTING JOB NO. PAVEMENT 2�22�2 EX. STONE \ SUBASE ACTED / /\ / /\/ /\ SCALE COMP \ �\ SUBGRADE N/A ASPHALT PAVING - MILL/OVERLAY SHEET NO. 7 NO SCALE 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 DEPTH PER PIPE AVAILABLE(ACCORDINGTO MANUFACTURER PLANSITAKEOFF) RECOMMENDATION (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"-98" FOR CORRUGATED HDPE (ADS N-12MANCOR DUAL WALL, ADSHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 35). PVC OWVEX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATEO HDPE SHOWN) 1-12'-30•P ESTRIANp MSSHNLSEDUUII IRONPERA A535 ORADE704Bb 2 12'-WFRPIAESSHALLBEWCPLE IRONPERAdTMA535C E765 . 3 DRNNBASINTOBECUSTOMMANUPAMN ACCORDINGTOPIAN OETNL& RRERSARE NEEDED FOR WINS OVERW DUE TOSHIPPING RESTRICTIONS. WE DRAWING NO. W-1104S5. 4 . DRAINAGE CONNECTION STUB JOINTTMHTNESS SHALL CCNORMTO ASTM 03212 FOR CORRU W TIED H DPE (AM N12AL"k0R MAL WALL), NIP HP, 6PVC&EWERP'-SS'. 5 ADAPFERBCANBEMOVNIED O'TOM'. TODEERMINEMINIMUM ANGLEBETWEENADAPTERSBEED AWINGNO, 7W1-110412. B 12'-24•PEOESTRIMN 7ESSHA METH-1OLOA MnNG 30'PEDEMT NGRATESH METH20LOADR7ING(SEEORAWING NO]W141E_1MFIXH20II FFICLOADGUIDELINES). ADS N-12 12' MIN WIDTH GUIDEUNE 7Wr�R W MIN THICKNESS GUIDELINE (S) MEDIUM DUN TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITC148, ARMBIPO•GOBO• ACCLAO TRAFFIC LOADING,& OTHER APPUCAN.E DESIGN FACTORS. F uce SEE DRAWING NO,7001,1 W I I FOR NON TRAFFIC INSTALLATION. V t� i (3) VARIABLE SUMP DEPTH \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 jj BASED ON MANUFACTURING RED.) 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 DRNN NYLOPIAST DOWNSPOUT ADAPTER TO ADAPT INSIDE ADS N-12 PI RE - q.BpNgR wfTHTNRBADED CAP i- ADSN-12RPE NYLOPUSTADS N1ZTF2-WYE EXISTING MAINLINE PIPE DIAMETERANO MATERIAL MAYVARY INSERTA-TEE 1111 � �...1(FWIII '-'�III�TITI�T-. CRIMP AND ROLL END OF COPPER PIPING T 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN, SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B STREET SURFACE OR NON -PAVED AREA 1'-0" MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12 "0" RING SEALS • 16"MMAX MINIMUM ELEVATION } DIFFERENCE ACROSS M.H. 5" 4'-O" FROM INLET TO OUTLET SHALL BE 0.20 FEET. VARIES DEPTH OF FLOW CONCRETE CHANNEL TO BE 1FILLETS 3/4 DIAMETER OF CONTRIBUTING -- k-- SEWER, e . A FILLETED INVERT OR A SMOG •A 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. B" 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 FRAME & COVER (SEE FIGS-I-D E) SLOPED AREA 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 OR 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 IT2' ro 10' (2701 18^-22" ALVE Box 7 CU. FT. #68 STONE 42"MIN •;,',� B" GATE I ...... .•.'.+ VALVE 6^x6" TEE 250E P.S.I. CONCRETE BASE AND THRUST ; ;� •.;��. (I:'i'� : F.;. }I `� BLOCK AGAINST / UNDISTURBED STABLE \VJ SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR 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 /\. \ \ 1 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 a�4^ I B• 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 HL.. 1y81 ' GRANULAR FILL AS ChB;, APPROVED BY ACSA t! •'c`a. `y, BILL i SOIL OR ROC" r STABLE SOIL OR ROC 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 WATER LINE 2500 P.S.I. CONCRETE 8 a 2'x 2' BEARING AREA. THRUST BLOCK a a A. 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 x 1N E M O ^L EB E 8a 4.�.. N� Q ur �o - GO, EEE A .F N E•a� N ^� U �J von PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEE CU.YD. (FE CU.YO. BEND L H T L H 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 22 1 /2 1.5E 2.0E 2.52 0.1E n 1/4 1.50 200 zsD 0.10 90 3.58 3.18 3.21 0.46 8" 45 22 1/2 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" & 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 f - F O ® 44' MIN. ' 6. MIN. <: 6• MIN. a' G. a 607 16 MIN. --17.6'--►•I J' • •-� 37" MIN. . ., . TII ASSEMBLY tY, 11MNGNUT YIN. 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 �E nLL. Q SE $E ofgE:f IZ IF O nj� ,TUN N1O I I I L I 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 LINEI 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 'd4 f a. NOTE: RESTRAINED JOINT FITTINGS. _ - Side View - - - 42" Minimum .4 . ai.°a . cWtHicatIm of 96X compaction required Q 19 I IQ e Q Galvanized Steel Beam, W12 x 14 (min. size) .A 3' min. penetration into undisturbed Boll or as approved by the 4 ACSA. 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 90X (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. C'bLLINSZ No. 35791 111 10/11/23� F z w Z Z Z J O Q H- a O O O Z�""o U DO }: > L= Z Z o-6 C(n Lu a 0 O C) ¢ u u H z a W rA 0 V' . a a nw. u H K z w w Lu LLn Ln W w ��> w M Lu N N N N Q O N Ln 00 CD 1 00 O z Z ('7 ® TMT Lu CN 01 M V 1 W N J O Q WN z N U. Z W 1 J > (n 1� L9 U) w LLJ Z _j C6 Q I uj W Y Q � u w < O ul Z� Q ui w O C0 J� o W ~1 Q Lu 0 J o J N I -I U > U F w w w GL JOB t NO. I 202202 SCALE N/A SHEET NO. 8 ° LOW PT STA: 11+45.89 0 '1 LOW PT ELEV: 544.20 ^ J ++ PVI STA:11+37.59 01 N PVI ELEV:544.36 K:5.54 N Y rl 55° 00 z `Ncr; 550 "u u a Lnz t7 w ° 545 545 HIGH TSTA:10+55.0 \ HIGF PT ELEV: 548.35 00o VISTA:10+59.5 \ 3 PVI ELEV:548.2 \ 54° K:3.0 HIGH PTST :11+500¢�4° HI BVCS: 10+55. PVI STA:11+ 4.50 BVCE: 548.3 PVI ELEV:54 .03 EVCS:10+64. K:3.00 EVCE: 548.0 LVC:9.00 535 �iCS:11+5.00 535 EVCS�:--J+S .00 EVCE: S �.8 530 530 528 528 0 W b 00 Ln n ko It N Ln 10+00 10+50 11+00 11+50 12+00 LARIAT STREET PRIVATE ROADWAY DESIGN SPEED = 3.5 MPH 555 550 CONNECT PROPOSED 8" D.I. WATERLINE TO EXISTING ACSA 8" D.I. WATERLINE WITH 8"x8" T.S.&V. AND 8"-45° BEND -- I (P) 8" D.I. WA V EXISTING GRADE (TYP.) GRADE BREAK STA = 10+00.00 / ELEV = 554.197 LOW PT STA: 10+32.83 LOW PT ELEV:553.05 PVI STA:10+21.33 PVI ELEV:553.28 K:10.02 HIGH PT STA: 10+43.16 LVC:23.00 HIGH PT ELEV: 552.84 m n m Ln PVI STA:10+48.16 \a0 ^ °0 O PVI ELEV:552.74 o Ln m Ln KA.01 o `n o `n F-mr•i n nn HIGH PT STA: 13+17.03 HIGH PT ELEV: 550.29 HIGH PT STA: 12+73.11 PVI STA:13+14.98 HIGH PT ELEV: 549.17 PVI ELEV:550.43 HIGH PT STA: 14+25.74 PVI STA:12+68.11 K:3.40 HIGH PT ELEV: 550.98 PVIELEV:549.07 LVC:20.00 PVISTA: 14+26.51 m K:6.34 BVCS: 13+04.98 PVI ELEV:551.21 m LVC:10.01 BVCE:550.08 K:4.94 Ln BVCS:12+63.11 EVCS:13+24.98 LVC:30.00 BVCE:548.89 EVCE: m 0Ln a ~ EVCS: 12+73.11 LOW PT STA: 12+79.12 LOW PT STA: 13+58.95 000 o o LOW PT STA: 14+97.97 Y N EVCE: 549.17 LOW PT ELEV: 549.29 LOW PT ELEV: 549.68 Ln v Ln + n + n v v .. LOW PT ELEV: 549.46 a w n PVI STA:12+87.12 PVI STA:13+61.68 .. u w u u PVI STA:15+00.00 m v`ni LOW PT STA: 11+97.15 PVI ELEV:549.45 PVIELEV:549.35 . Ln Vi > > u u w PVI ELEV:548.87 w p LOW PT ELEV: 547.36 K:10.00 CO > > K:10.34 a > PVI STA:11+91.25 K:10.38 i`/r.S,> 11 m w m J u BVCS: 10+43.16 PVI ELEV:S 6.32 >j m w K:12.9 m o m o o 0) 555 + LVC:104 34 f Ln ^m Ln Oi vOi cN 555 2.00% EVCE: 552.52 m Lo Noc u> + m m + Ln + Ln m^ M V V t o> n U m u w nn > U> M m O \ +�n + UmU > > > m > w (L > w- - o � M vm -4.49% ~ ~Li m w 3.19% 550 .. u o w u cw> m U % 2.3 °° 2 $ % / ^ - 550 j00 Uw \ w m w LOW PT STA: 10+32.8 N LOW PT ELEV: 553-05 0 545 PVI STA: 0+21.33 u J 545 553.z a Ka .02 = 2%THRU 2%THRU 542 LVC: 3.0o a CROSSWALK CROSSWALK 542 N O .} N N n a H n n o n O m O O o O O o H m O 00 O ry N N n O H ,y 't N 't Vt N V1 O N V1 �o 0) O m °D 00 CO 00 °J 00 a0 mO Vt O O V1 O In ci V7 N V1 V1 In In It ul .t ul .t V'1 .t 1 Ln .t ul 1 ul m N In Ln ul Ln 10+00 10+50 11+00 11+50 12+00 PROPOSED GRADE (TYP.) 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 HERITAGE HALL ROAD PRIVATE ROADWAY DESIGN SPEED = i5 MPH 555 55° CONNECT PROPOSED 8" D.I. WATERLINE AT EXISTING 8" D.I. WATERLINE WITH 8" G.V. AND 8"-4 5' BEND -go* BEND 1.2' 4" G.V. 68C P) 8" 540 4 4 (P) 8"x4" TEE 65 (P) 8"x8" TEE 29 71 411 G.V. 61 8" G.V. 54° (P) 8"x4" TEE 4" G.V. (P) 8"x4" TEE 8-7 (�) 4" G.V. 535 (P) 8"x8" TEE 8 P) " CORP. STOP & ASSEMBLY W/8"x6" TEE (P) FIRE HYDRANT 535 i" COPPER SERVICE LINE 532 AND 6" G.V. 532 rl N l0 NV1 N V1 N 1 .0t Ln .t ML O HO O 00 m O NO m O t0 Ot0 O m 00 OO OO O Nu t OId- Zi 't F N Ln 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 (P) 8"x4" TEE WATERLINE i (P) FI 6"> 550 545 1(P) i" CORP. STOP & i" COPPER SERVICEI LINE (P) i" CORP. STOP & i" COPPER SERVICE LINE 540 (P) 6"x4" TEE 4" G.V. 535 / ZE HYDRANT / ASSEMBLY & / 4"REDUCER (P) 6"x6" TEE 6" G.V. / 530 (P) 6" D.I. WATERLINE (P) 6"-go* BEND 6" SAN. LAT. 525 CROSSING (Bi) so.5LF Qa 6.6% 522 NOTES: i. 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. 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 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. S. 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. 565 565 EXISTING GRADE / 56o (TYP... 56o / / PROPOSED GRADE / 555 555 550 550 (P) 8" PLUG 8" D.I. 545 (P) WATERLINE 545 68A (P) 8"x8" TEE ONTRACTOR SH LL 540 8" G.V. RQVIDE cnswc 540 NDER PROPOSE WALL 538 S REQUIRED. 538 N 00 S 00 M Lo 10+00 10+50 11+00 11+50 WATERLINE PROPOSED (P) 8" D.I. �TERLINE i.� � 4.81 � 17 �� 19 (P) 8"x4" TE (P) 8 x6 \ 21 / 4" G.V. REDUCER \ (P) 8"x4" TEE (P) 8"x6" TEE / - 4" G.V. 2-8" G.V. / 6" SAN. LAT. i (P) 8'-iz.z5° BEND CROSSING (Bz) (P) FIRE HYDRANT io.5LF Qa 28.3% ASSEMBLY W/8"x6" TEE AND 6" G.V. EXISTING GRADE (TYP.) 550 550 (2) 6"x4" TEES PROPOSED GRADE & (2) 4" G.V. (TYP.) 545 545 (P) FIRE HYD ASSEMBLY, i (P) 6" D.I. WATERLINE l 540 540 3 P) 6"-go° BEN[ / 4.i. 47 (P) 6"x4" TEE 535 / 4" G.V. 535 (P) 8"x6" TEE 2-8" G.V. EXISTING GRADE 53° 16D1 (TYP.) 530 528 528 M O n � (P) 8"x4" TEE 4" G.V. / - (P) 8"x4" TEE 4" G.V./ 10+00 10+50 11+00 WATERLINE 4 55° PROPOSED �2" P.E. GAS CROSSINGI 545 8"x8" TEE ;v 40 8"-12.250 BE I 535 SAN. LAT. OSSING (B3) 5LF @a io.g° 530 �t a0 �n O O Q1 d t0 , n 0 I H n N 00 M N 00 l0 00 � M �-! ~ N n W O M O �t M rl S ut m N S Ln M m .t u1 N 3 m 3 ,N.^ M M S Ln m M M d M M '+In d .t I� S Ln 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 WATERLINE z 525 522 COTT/R. (7>LLINS�Z No. 35791 1�1 2/09/24 A) r z w z z z f z O a o a o o o z E U U 0 U 0 Z U a0 z z > z - Ln VI Ln 66 O! O o Z o o o w g z F�1 z o M a a o a Z a 2ANT o o w o o_ J H> > z .. wi Ln wi Lf) wi Ln z i" G.V. > > > o > Lu ��;�w w Lu 0� VERTICAL SCALE 5 0 25 5 10 2 1 INCH = 5 FEET HORIZONTAL SCALE 1 INCH = 50 FEET M M M N M V WCS Q O \ M O N In m L z OD z� M M Lu CT) CV Nt '1_� � V / WN J O Cn WN N z U) �Lu LL J zLL w � ® � (n Lu 0 'j) LU w z I-1 QZLu = Ce W C? QQ Lu Lu a- Q oZS in -Z) 0 0 ~ Z Q O Lu 0 cl� LL U) J O LLJ yL u L.L Q J 0c:)J N I-.4 U > U U W_ O w d � JOB NO. 202202 SCALE V. 1 "=5' H: 1 "=50' SHEET NO. 9 TH oF� o � SCOTT R. LINS�Z C�) No. 35791 1�1 A� 2/09/24 �� o��ssIONAL E��t 7 r z w Z z z f z w O a U a E o 0 0 o z ZE U U U (:J U o0 > Ln cn Ln z z 66 z� O Lu z 01 F�1 z g o o z o z O ¢ a a 0U a H �_ o o o 0 `> w w w w J / uj z Ln � z .. > > wLn > W Lu Lu Ln Lu w M W N N N N N IN c� o r 00 rn a o M N 1 ] 0\D .--i O z Cn 0 zti M M w Cn N 4 I -I an cy) i W" J p Q rn W" z_ QN Lu 9+50 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+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 LLJ SANITARY SEWER z 0 J O J ® w � P- 2: o w w Z 1 � � Q � w _ cn NOTES: W C z. 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 202o 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 2iB, Q FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208, OR 249 z W Q RESPECTIVELY; OR CRUSHED GLASS CONFORMING TO THE SIZE LU REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 OR 26, PER Lu VDOT 202o 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 p J AND WATERLINE. p 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. 10 555 555 MH-7 MH-8 STA:zo+zz.96 / STA:21+64.2i MH-6 RIM:544�93 / RIM:549�43 STA:u+95.io INV IN. 534�95 FROM MH-8 / INV OUT. 540.63 TO MH- RIM:54z�7o INV OUT. 534�75 TO MH-6 PROPOSED 6" SAN LAT. TO BLDG 4: 55o INV IN. FROM 532.3o OUT. 53z.io MH- z" P.E. GAS 7 6" SAN LAT. TO BLDG 3: TO MH-5 INV. IN: 535�0o CROSSING INV. IN: 54i.00 6" SAN LAT. TO BLDG 5: INV MH-5 INV. IN: 540�85 STAa6+66.z6 RIM:54i.93 � 3.5� MAINTENANCE BLDG INV IN. 5zg.zg FROM MH-6 MIN. 8" D.I. W/L INV. IN: 54i.7o 545 MH-4 STA:i4+79.8z INV OUT. 5zg.og TO MH-4 6" SAN LAT. TO BLDG is INV. IN: o0 534� CROSSING 3�5' / 545 RIM:534�40 I INV IN. 5z4.86 FROM MH-5 4" WAT. LAT. / 69 INV OUT. 5z4.66T0 MH-3 CROSSING g-7 i" WAT. LAT. (BLDG. 6) / 53' 4'4� 54o MH_3 STA:i3+4z.87 ROSSING (CLUBHOUSE) 1 25 � 5.z� i.7 6" SAN. LAT. 540 BLDG. 4 & 5 RIM:Sz535 4" WAT. LAT. 19 4" SAN. LAT. INV IN. 5i9.95 FROM MH-4 CROSSIN 17 21 i / MAINTENANCE INV OUT. 5i9.75 TO MH-z PROPOSED GRADE (BLDG. 7) / z.3' 4" FIRE LINE (TYP.) CROSSING 535 4 CROSS NT 4CRIOSSING / '1 3.8 (BLDG. 6) g�� SDR-26 PVC 535 (BLDG. 7) (CLUBHOUSE) 4� 6" SAN. LAT. i37.z7 LF Qa 4.oz°h / .z \ BLDG '3 6" SAN. LAT. 6-5 5\ i 6" SAN. LAT. 37 4'1 BLDG. i \ BLDG. 6 53o MH-z STA:i3+z8.i8 12A ELEV. 534�00 8"SDR-z6 PVC 530 RIM:5z4.00 35 5-4 \\6.. 8"SDR-z6 PVC i3i.8g LF Qa i.8o% INV IN. 5ig.00 FROM MH-3 z 7' SN. LAT. zi6.83LF Qaz.z7% INV OUT. 5i8.8o TO MH-i BLDG. z � 8"SDR-z6 PVC 525�i8z.46 LF Qa z.z7% SAN. LAT. 525 MH-i EXISTING GRADE CLUBHOUSE EXISTING MHz STA:11+io.55 (TYPJ � \1 / STA:g+88.57 RIM:5i3.5o / 6 INV IN. 5og.og FROM MH-z 6" SAN. LAT. 520 V IN. 5o8.z8 FROMSMH IN OUT. 5o8.8g TO EXISTING MHi BLDG. 7 EX. INV IN. 5o8.z8 / EX. INV OUT. 508.08 � 8"SDR-z6 PVC i3z.g8 LF �a 3�44% � 3 2 8"SDR-z6 PVC 2-1 io.7z LF Qa 5.ii% 5�5 515 8"SDR-z6 PVC zi3.66 LF Qa 4.46% 51O 5io 1-ex CONTRACTOR SHALL PROVIDE MIN. 3' COVER 8" SDR-26 PVC OVER PROPOSED SANITARY is7.98 LF Qa o.50% SEWER LINE 505 CONNECTIO TO EX. SANITARY SEWER 505 MANHOLE(CONTRACTOR TO ASBUILT 5O2 MANHOLE PRIOR TO CONNECTION) 502 M M n Ol ci Ol � 3 M O �t 1p O � CO Ol ,y t0 M � M �p M M M � V1 N M In V1 � S �t � •i rl M rl lil Ql N N N N M O t0 N l0 M '.j M (y Ol ,y W N O W � M �t � N S ^ i � �(1 l(1 111 Ift In l!1 � In � In � In � In � � � Vl � VI 555 STR:16B VDOT STD. MH-i TP=54z.15 INV IN: 530-75 T016D INV OUT: 530.65 TO 16 550 STR:16 DI-3B, L=4' TP=54145 INV IN: 529.95 TO 16B INV OUT: 529.85 TO 14 STR:14 DI-zB, L=6' 545 TP=539.25 INV IN: 528.8o TO 16 INV IN: 532.00 TO 38 STR:1z DI-313, L=6' INV IN: 532.67 TO 40 TP=534 06 INV OUT: 528.7o TO 12 540 INV IN: 526.6o TO i4 INV IN: 528.33 T01z6 STR:16E VDOT STD. MH-i STR:3o DI-26, L=6' TP=543-70 TP=547.6o INV IN: 535-74 TO 20 INV IN: 542.00 TO 3oB INV IN: 533-75 TO 16F INV IN: 540.42 TO 32 STR:16D VDOT STD. MH-i INV OUT: 533.65 TO 16D INV OUT: 540.32 TO 28 STR:32 DI-2B, L=8' TP=543-15 STR:16F VDOT STD. MH-i YD Di INV. IN: 544-00 INV IN:53z.00TO16E INV IN: 536.84 TO 46 TP=543.85 STR:28 DI-3B, L=8' TP= z.o 3 - INV IN: 535�84 TO i8 INV IN: 6 TO 16H 534�7 TP=547-55 INV IN: 6o TO 545 34 INV OUT: 545 So TO 30 INV OUT: 531.90 TO 16B INV IN: 534-76 TO 2z INV IN: 539-75 TO 30 INV IN: 538. So TO 50 INV OUT: 539.65 TO i6J INV OUT: 534.66 TO 16E YD Ci INV. IN: 54o.5o PROPOSED GRADE STR:I6H VDOT STD. MH-1 STR:16J VDOT STD. MH-i / (TYP.) TP=546.65 TP=546.85 / INV IN: 537.5o TO 26 INV IN: 539.35 TO 28 z" WATER LAT. INV IN: 538-74 TO 16J INV IN: 539-35 TO 70 - CROSSING INV INV OUT: 537.4oTO 16F INV OUT: z TO 16H 1 539 5 8" D.I. W/L 3 / 3-5 CROSSING PROPOSED 2" P.E. GAS 31 4" FIRE LINE CROSSING o' 3 5' 3.5' -CROSSING G $ �OP55°/0 3 5' 6" DLAN M N. MIN. (BLDG. ) / y M N. CRO / 27 29 yyy.5�� i III INV OUT: 5z6.5o TO 10 6" SAN. LAT. z) 6" D.I. W/L z 8, i.g' i.g CROSSING (B1) ` CROSSING2.5" WATER LAT. 18LF t7a g.18%4 i,STR:10 VDOT STD. MH-1 CROSSN4FIRE LINE TP=53o 84 (BLDG. 7) 3 5 CROSSING /HGLINV IN' 525.17TO 1z IN..7) --2.0INV IN: 5z6.16 TO 36INV OUT: 5zi.75 TOYD Gi INV. IN: 5z7.z5 2.4' 2.8' 16A 530 5z5INV IN. 521.50- PROPOSED 5zo 0120" CONTECH ERFORA ED PIPE SURR UNDED IN STONE & RAPPE INA FILTER ABRIC, YP. 515 512 16E1 24HDPE \ 16D1 y2ra.00LF C HDPE / \ z4" � 7-1.8z LF @ i.z7°�r z4" HDPE 121.39 LF @a i.36% / 24" HDPE 6 zo LF 1.66% 11 24 HDPE64% / 24" HDPE 9' j9 60 Up Qa z / 63.89 LF Qa 1.64% 24" HDPE / 1.8z LF % 5 \ \ 2.57 E4"XISTING GRADE 42. HDF @i.64% (TYP.) -24" HDPE g.o6 LF t7a z.76% I L � 6" SAN. LAT. CROSSING (B7) 33LF @2.o8% 13 Lz4" HDPE 87.34 LF Qa 0.59% 6" SAN. LAT. CROSSING (133) 17.iLF Qa io.g% �3.8" HDPE 35.84 LF Qa 1.59% 3.8" HDPE 25.29 LF @ 1.19% O N 00 r\ '1 O � l0 M O N M N N O Dl N In ID �t 00 N � O S M S O M H. 00 N Vl M Vl N Ol It It Il rl Ln N ,`:� 4 S (rl O ,y 00 ,y .t M O ,n N M N M .t m lD Ol \+ In � 00 N m N m N m M ,• ' M d M d M't m M M M f M f S It It 't `^ �n `, vi '^ �n `^ �n �^ in �^ v, '^ u, `^ in v, `^ �n u' in '^ in 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+00 16+50 17+00 17+50 EX STR34 - U G D INV IN: INV IN: INV IN: INV OUT: PROPOSED GRADE STR:36 DI-3B, L=6' TP=532.00 (TYP.) INV OUT: 526.42 TO io 535 535 1 STR:io VDOT STD. MH-i TP=53o.84 INV IN: 525.17 TO iz INV IN:5z6.i6TO36 INV OUT: 521.75 TO YD Gi INV. IN: 527.25 HGL 525 530 525 �iS" HDPE 37-24 LF Qa 0.70% 4-3 520 -T O1 ~ O ry M 10+00 10+50 STR 36 - STR 10 c4 DI-zB, L=6' TP=539.25 S28.8o TO 16 545 532.00 TO 38 532.67TO40 PROPOSED GRADE 528.7oTO12 (TYP.) STR:38 DI-3B, L=6' TP=540.08 INV OUT: 532.71T0j40 54o i" COPPER WATER LAT. 4CROSSINFIRE LINE 3.5' 3 MI 5 CROSSING MIN. (CLUB) (BLDG-7) Sl 535 HGL 1.z' i.T � 9. z.S" COPPER WATER LAT. CROSSING 530 (BLDG.7) 530 .1' i5" HDPE 61.95 LF Qa 1.15% 5�5 5�5 5 4 EXISTING GRADE 520 (TYP.) 520 518 518 rl M O Ln N uIXI m N m 10+00 10+50 11+00 STR 38 - STR 14 STR INV IN: INV IN: INV IN INV OUT STR:42DI-2B, L=6' TD-con R PROPOSED GRADE (TYP.) STR:34 DI-zB, L=8' I TP=554-40 EX. INV IN. 549-93 (15" RCP NORTH) EX. INV IN. 550.12 (15" RCP EAST) INV OUT: 547-4i TO 32 550 1. EXISTING z" P.E. GAS 32A CROSSING \ADP�ao% 545 y$3 F,1.58VF N M It O O0 It It ul ul 18+00 18+50 19+00 VERTICAL SCALE 1 INCH = 5 FEET HORIZONTAL SCALE 1 INCH = 50 FEET c4 DI-zB, L=6' STR:4o DI-213, L=6' INV IN: 534.6o TO 44 TP=539.25 TP=539-55 INV OUT: 534.5o TO 40 545 528.8o TO 16 INV IN: 534.o7 TO 42 532. oo TO 38 INV OUT: 533.97 TO 14 STR:44 D I-3B, L=6' 532.67 TO 40 TP=541-45 528.7o TO 12 INV OUT: 536.00 T PROPOSED GRADE 540 (TYP.) 540 / 535 HGL i43�-, 535 39 -15 % @ 2.16 / 64• 85OF iS" HDPE � 138.48 LF @ 0 94% -1 530 / i5" HDPE $30 2S.9i LF Qa 1.66% / / r 525 / 525 / EXISTING GRADE (TYP.) 5zo 520 518 518 1� 0. N n m ri ~ O N �O Ln 10+00 10+50 11+00 11+50 12+00 12+50 STR 44 - STR 14 540 535 530 525 I 52O 19+50 1► PROPOSED 01; CONTECH PERT PIPE SURROUN STONE & WRA A FILTER FABF STR:6 DI-313, L=6' 1 TP=527.20 STR:8 DI-313, L NV IN: 521.84TO8 TP=526.8o NV OUT: 521.74 TO INV OUT: 522. 525 525 ma HGL V IN. 5z1.5o 520 520 i5" HDPE ORATED 2g.05 LF (7a 0.5 ED IN PED IN /i5" HDPE IC, TYP. 17.58 LF @1.39% 515 / / 525 EXISTING GRJ (TYP.) 1 510 510 5o8 5o8 m m m N i6 N 10+00 10+50 STRR - t icr) NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zozo ROAD AND BRIDGE SPECIFICATIONS, SECTION 303.04(h). z. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE zS AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 3. ALL FILL TO BE PLACED AT 95%COMPACTION. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 5. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 6. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN ACCORDANCE WITH VDOT STANDARD IS-i. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 8. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. g. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE PROVIDED A$" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN ADDITIONAL 6" OF CONCRETE ATTHE 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. =8' oo TO 6 S% DE PROPOSE RE T VDOT M 4.25' HE VDOT STD. E RIPRAP WITH C UNDERLAYMENTc (2.5' DEEP, Wi=6', W: Qn (o.z5' CC STR:46 DI-zB, L=6' O 42 TP=544.25 INV IN: 537-59 TO 48 STR:16D VDOT STD. MH-1 INV OUT: TO 16D YD Ai INV. IN: TP=543-01 53N: S 538.0o STR INV IN: 532.00 TO 16E INV IN: 536.84 TO 46 STR:48 DI-213, L=io' INV IN INV IN: 535.84 TO i8 TP=544-45 INV IN: INV OUT: 531.go TO 16B INV OUT: 537-94 TO 46 INV OUT 545 545 3.5' 54o 611 (TYP.) j40 535 15" HDPE 535 23.og LF Qa i.Si% iS" HDPE 32.72LF @i.97% EXISTING GRADE 530 (TYP.) 530 528 528 io c � m � 10+00 10+50 11+00 STR48-STR16D PROPOSED GRADE STR:2 VDOT STD. MH-i (TYP.) INV INV I INV O zz.8 15.04 EXI TP=5z7.zo IN: 513.90 TO Nzo.5o STR:4 VDOT STD. MH TO : 54 4 TP=526.95 20.5.oT INV IN: 521.00 TO INV OUT: 520.90 TO z 525 525 NV IN. 521.25 aB 4A 520 520 PRO OSED 0 15"HDPE // CON PIPE ECH PE SURRO LF t7a 1.75% STONE & WR A FI TER FA i5" HDPE 5 .5 LF Qa 1.66% STING GRADE --, (TYP.) 510 1 510 508 508 N It O N N 10+00 10+50 UGD OVERFLOW PROPOSED GRADE STR:z VDOT STD. (TYP.) TP=527.zo INV IN: 513.90 TO :D SEGMENTED INV IN: 520.5o TO TAINING WALL INV OUT: 512.001 W=527, BW=517 525 525 PROPO 7 CONTE EXISTING GRADE PIPE S STONE ( TYP.) A FILTE 520 5zo ODIFIED. EW-i IGHT, TW=516 INV IN. i . 5 3 97 515 / 24" PIPE WITI i CLASS I a PLATE CREAI EOFABRIC 5o=6" MIN. / 0 "HDPE =13 L=1i') 24 lax=zo CFS 6.44 LF @ i.o 510 510 IV OUT. Si1.75 L 24" HDPE FUNTERSUNK) 24.88 LF Qa 1.00% 5o8 o N m N ~ � N Ln 10+00 10+50 IUGD- MH-i 4 0 a 20" FORATED JDED IN kPPED IN RIC. TYP. -D 0120" i PERFORATED IROUNDED IN c WRAPPED IN FABRIC, TYP. IRECTANGULAR ING 18" OPENING )% :12 DI-3B, L=6' TP=534.06 540 : 526.6o TO 14 528.33 TO 12B STR:12B DI-313, L=6' : 526.5o TO io PROPOSED TP=535.30 GRADE INV OUT: 5zg.00T012 (TYP.) 535 535 530 530 12A GL z �F � 525 15" HDPE c'S 5-4 66.5i LF Qa 1.oi% 520 5zo EXISTING GRADE 518 (TYP.) 518 N M kD kD S 10+00 10+50 11+00 STR 12B - STR 12 COTT/R. CC>LLINS�Z No. 35791 1�1 2/09/24 r z w Z z z f z w O a f� a 0 0 U2 0 0 z E U U 0 U (J Z U o0 z z > z V) Ln 66 O! 0 z o o o z g z H O a a 0 a z ¢ ln > Z w w W w d w D J `J W U7 V7 V7 z > > o > W Lu M M M N M V Lu C 00 A N II] 00 2 0 z CA J zti M M W Cf7 (I N 4 'H^� � V / WN J O Cn WN z N Q z > U W J J II > L.L Lu z� OJ w clJ z<�� W Q w � Q cn W ul U) ® 0 z Lu WO LL J� O ~ H� J � °C Q W 0 0 J C) N JI u > U U W W d n JOB NO. 202202 SCALE V. 1 "=5' H: 1 "=50' SHEET NO. I1 TP=544-95 INV IN: 539.6o TO 5oB INV OUT: 539-5o TO 16F IYD B21NV. IN: 54035 STR:16F VDOT STD. MH-i TP=543-48 INV IN: 534-76 TO 16H INV IN: 534-76 TO 22 INV IN: 538.5o TO 50 INV OUT: 534.66 TO 16E 545 STR:58 VDOT STD. MH-1 TP=c4o.Lo INV IN: 541.25549-40 INV OUT: 541.15 TO 56 STR:5o6 VDOT STD. MH-1 YD F11NV. IN: 546.5o TP-549 zo INV IN: 520 TO 5oD STR:z4 DI-zB, L=8' STR:56 DI-zB, L-6' r I IINV OUT:541.z1To5o 555 TP=54193 555 INV IN: 535.26 TO 52 STR:54 DI-2B, L=8' INV IN:539 oT058 STR:5oD VDOT STD. MH-i INV OUT: 535-16 TO 22 TP=542.52 INV OUT: 538.90 TO 54 TP=550.25 I INV IN: 537.16 TO 56 DOSED GRADE INV IN: 54z.38 (Ek :i5" RCP) S I K:22 DI-2B, L=8' TP=541-93 INV OUT: 537.06 TO 526 PROPOSED GRADE_ fEX. INV OUT: 2.28 TO oB S 555° IN: S35.12 TO 24 STR:52B DI-2C L=8' (TYP.) TP=541.08 I 550INVINV OUT: 535o2TO16F INV IN: 61 TO 53 - 4 54 INV OUT: 536.04 TO 52 STR:16F VDOT STD. MH-1 .48 STR:52 DI-2C, L=8' PROPOSE TP=543I INV IN: S34-76TO 16H TP=541.10 /2" P.E. GA INV IN: 53476TOzz INV IN: 535.67 TO 5213/ CROSSIN 545 INV IN: 538-5oTO 5o INV OUT: 535-57 TO 24 / INV OUT: 534.66 TO 16E 3:5' HGL oA0% izfl. r�an� ° MIN . / 540 HDPE 37.z4V F 540 540 / �5" % 7935 �F 2.03 8" D.I. W/L 2.1 r /CROSSING 5328 52 535 15" HDPE / 32.9oLFQa 3.04% 535 535 7171 24"HDPE -- /n'3 ----- _/ LF Qa 0.50% 18" HDPE 530 EXISTING GRADE 530 530 24" HDPE 8.74 LF Qa o.5o% 45-49 LF Qa 2.02% (TYP.) i 18" HDPE 24" HDPE 49.2o LF @a 0.75% 528 528 EXISTING GRADE 51.44 LF Qa 0.50% (TYP.) 7=6 255% 84•yBUF �I STR:6o DI-zC, L=6' TP=549-59 INV IN: 541-45 TO 62 INV OUT: 541-35 TO 58 CD-2 AT SAG INLET STR:62 DI-2C, L=6' TP=549-99 jINV IN: 54337 TO 68 INV IN: 541.68 TO 64 INV OUT: 541.58 TO 6o CD-2 AT SAG INLET COTT/R. Ci>LLINS�Z No. 35791 1�1 2/09/24 tc ) 565 STR:78 DI-3B, L=6' STR:76 DI-zB, L=1o' TP=559-45 STR:64 DI-2C, L=6' TP=554 83 EXISTING GRADE INV OUT: 553.58 TO 76 TP=549 67 INV IN: 549.6oTO78 (TYP.) YD D9INV. IN: SSS,00 INV IN: 2. TO 66 INV OUT: 549.5o TO 74 5553 54 75 55 YD Il INV. IN: o INV OUT: 542.65 TO 6z LU-2 A I SACy INLL 1 1 PROPOSED _ - STR:66 DI-2C, L=6' 56o STR:74 DI-zB, L=8' GRADE= 56° TP-S49'81 STR:72 DI-213, L=12' TP=552.6o (TYP.) INV OUT: 542.92TO64 TP=549.55 INV IN: 546.6iTO76 i CL.�-zAI GINL 1 INV IN: 547.38 TO 74 INVOUT:546.51TO72 550 INV OUT: 542.28 TO7o i D.I W/L 8" D.I. W/L 341A 5 OSSING CROSSING HGL - -is" 5 E 15„ HDPE 'HDP 1 LF Qa o.71% 3 1 LF Qa o. 137�5 I \_18" HDPE 23.o8 LF @a o.56% 18" HDPE 15.49 LF Qa o.65% In Nm M Hllt lM0/lA rIt 00 l0 lri S 00 Ln O.t N mdP °° 6O rl 00 .O . N .t O O M 6 M O M clV1 ci 06 (5)0 lD O O 1 It 't 't 'r t ItIt N� 10+00 10+50 11+00 11+50 12+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 STR 5oD - STR 16F I STR 66 - STR 16F STR:18 DI-213, L=6' FINV 0UT: 53634TO3.6D STR:16D VDOT STD. MH-1 TP=543-15 INV IN: S32.00 TO 16E TP=541.60 545 INV IN: 536.84 TO 46 INV IN: 535.84TO18 INV OUT: 531.90 T01611 3.5' 540 M N. 540 PROPOSED 8" D.I. W/L 1.1' RADE CROSSING (TYP.) 535 GL 535 5 5 �15" HDPE NG GRADE 40.67 LF Qa 1.z3% ` (TYP .1 I 530 6-5 525 525 522 522 0 1O M m � 10+00 10+50 ISTRi8-STRi.6D STR:16E VD STR:68B DI-26, L=6' INV IN: TP=551 23 INV IN: INV IN: INV OUT: 5 544�43 TO 68D INV OUT: 54433 TO 68-71 -- --- - TP=549-99 (TYP.)STR:68D DI-313, L=4' INV IN: 54337 To 68 PROPOSED TP=551.10 INV IN: 541.68 TO 64 GRADE INV OUT: 544.69 TO 68B INV OUT: 541.58TO60 -(TYP.) 550 / 3 5, 3.5' 8" D.I. W/L 55° 8" D.I. W/L M N. M N. CRO SING CRi SSING PROPOSED 1. ' 1.1' 1.5 z" P.E. GAS 545 HGL 5 6 CROSSING 545 15" HDPE 38.o1 LF Qa o.680A 540 15" HDPE 540 59.59 LF Qa 1.12% 538 15" HDPE 21.82 LF Qa 0.92% 538 O 0 OM n ry Ln Ln 10+00 10+50 11+00 11+50 STR 68D - STR 62 STR:68 DI-3B, L=8' TP=550-73 INV IN: 543.67 TO 68B INV OUT: 543-57 TO 62 YD El INV. IN: 546.55 c+14'F!fflA PROPOSED OT STD. M H-1 TP=543-70 RADE 535-74TO2o (TYP.) 545 533-75 TO 16F STR:2o DI-2C, L=1 33.65 TO 16D TP=54238 INV OUT: 536.00' YD Hi INV. IN: 53 3-5' 5L.8" D.I. W/L MIN. 540 CROSSING HGL 535 535 38' I 15" HDPE f 38.15 LF Qa o.68% 530 6-51 530 EXISTING GRADE (TYP.) 525 525 II 520 520 518 518 O M � t(1 � 10+00 10+50 ISTR20-STR16EI STR:16H VDOT STD. MH-1 TP=544.65 INV IN: 537-5o TO 26 INV IN: 538.74 TO 16J -016E INV OUT: 537-4o TO 16F 3.00 545 mm NG GRADE (TYP.) 530 528 555 STR:7o DI-313, L=81 - -' TP=548.88 / OPOSED INV IN: 541.62TO72 / P.E. GAS INV OUT: 541.52 TO 16.1 / �45 HGL OSSING 8" D.I. W/L CROSSING 7�OQ`c 550 PROPOSED 5 2" P.E. GAS 15V Qa CROSSING PROPOSED 75 (ly9 54 STR:16J VDOTSTD._ - M N. NMN. CROSSNGTQ °I°0 TP= 46.8INV IN: 53935 TO 28 INVIN:53935TO70 3.5'INV OUT:539.25TO16H N. 15" HDPE 535 8" D.I. W/L 1.371 91.76 LF @a 4.50% CROSSING 540 4" SAN. LAT. 17, ROSSING (MAINT.) 15" HDPE 41LF Qa 5% 46.93 LF Qa 1.41% 530 6" SAN. LAT. 8 7 18" HDPE ROSSING (B5) 528 535 58.25 LF Qa 3.72o/u 14.8LF Qa 7.5% 532 W 0 Ql d' n ut Ql ul N O 00 1. l0 Lm Ln V06 �1 l�Il l(1 Vl Ln � �l1 16+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 STR 78 - STR 16J PROPOSED GRADE (TYP.) STR:26 DI-3B, L=8' TP=54433 INV OUT: S38.00 TO 16H STR:3o DI-213, L=6' TP=547.6o G L INV IN: 542. oo TO 3oB 54° INV IN: 540-42 TO 32 INV OUT: 540.32 TO 28 STR:3oB VDOT STD. DI-2A TP=547.69 INV OUT: 543.00 TO 30 535 1 1 545 545 15"HDPE 43.25 LF Qa 3..16% EXISTING GRADE 7 6 (TYP.) 30A 15" HDPE 22.81 LF Qa 4.38% 530 540 540 528 538 F538 N 0"00 w m � 10+00 10+50 STR26 - STR 16H co 10+00 10+50 STR 3oB - STR 30 r z w 555 z z z f z O _ I o � � � D dto o 0 o z Z E U U 0 U (J U o0 > vl (n Ln z z 06 zc� O w z>> m o 550 o :50 o z o F01 z a � � : z .� a a a o a a_ 1=4 �_ o o o � w w w w J w z m m m z w w w w LL 545 LLu 540 535 532 13+50 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 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 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 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 1 INCH = 50 FEET 200 M M M N (M V W N N cD m 00 o \ m CD .-i N L z Q J z M M Lu C N Nt '1--II � V / WN J o Q WN z 04 > LL (n z U..� J � J J LL. W0 'j) ~ p[ OJ w W z<��Q Ww C? Q cn W ® 0 Lu Q Z Lu 0 LL U) IJ o ~ H� E J °C Q W J p C) N 1--4 u > U U W o W z = d � JOB NO. 202202 SCALE V. 1 "=5' H: 1 "=50' SHEET NO. 12 10+00 10+50 ISTR20-STR16EI STR:16H VDOT STD. MH-1 TP=544.65 INV IN: 537-5o TO 26 INV IN: 538.74 TO 16J -016E INV OUT: 537-4o TO 16F 3.00 545 mm NG GRADE (TYP.) 530 528 555 STR:7o DI-313, L=81 - -' TP=548.88 / OPOSED INV IN: 541.62TO72 / P.E. GAS INV OUT: 541.52 TO 16.1 / �45 HGL OSSING 8" D.I. W/L CROSSING 7�OQ`c 550 PROPOSED 5 2" P.E. GAS 15V Qa CROSSING PROPOSED 75 (ly9 54 STR:16J VDOTSTD._ - M N. NMN. CROSSNGTQ °I°0 TP= 46.8INV IN: 53935 TO 28 INVIN:53935TO70 3.5'INV OUT:539.25TO16H N. 15" HDPE 535 8" D.I. W/L 1.371 91.76 LF @a 4.50% CROSSING 540 4" SAN. LAT. 17, ROSSING (MAINT.) 15" HDPE 41LF Qa 5% 46.93 LF Qa 1.41% 530 6" SAN. LAT. 8 7 18" HDPE ROSSING (B5) 528 535 58.25 LF Qa 3.72o/u 14.8LF Qa 7.5% 532 W 0 Ql d' n ut Ql ul N O 00 1. l0 Lm Ln V06 �1 l�Il l(1 Vl Ln � �l1 16+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 STR 78 - STR 16J PROPOSED GRADE (TYP.) STR:26 DI-3B, L=8' TP=54433 INV OUT: S38.00 TO 16H STR:3o DI-213, L=6' TP=547.6o G L INV IN: 542. oo TO 3oB 54° INV IN: 540-42 TO 32 INV OUT: 540.32 TO 28 STR:3oB VDOT STD. DI-2A TP=547.69 INV OUT: 543.00 TO 30 535 1 1 545 545 15"HDPE 43.25 LF Qa 3..16% EXISTING GRADE 7 6 (TYP.) 30A 15" HDPE 22.81 LF Qa 4.38% 530 540 540 528 538 F538 N 0"00 w m � 10+00 10+50 STR26 - STR 16H co 10+00 10+50 STR 3oB - STR 30 r z w 555 z z z f z O _ I o � � � D dto o 0 o z Z E U U 0 U (J U o0 > vl (n Ln z z 06 zc� O w z>> m o 550 o :50 o z o F01 z a � � : z .� a a a o a a_ 1=4 �_ o o o � w w w w J w z m m m z w w w w LL 545 LLu 540 535 532 13+50 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 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 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 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 1 INCH = 50 FEET 200 M M M N (M V W N N cD m 00 o \ m CD .-i N L z Q J z M M Lu C N Nt '1--II � V / WN J o Q WN z 04 > LL (n z U..� J � J J LL. W0 'j) ~ p[ OJ w W z<��Q Ww C? Q cn W ® 0 Lu Q Z Lu 0 LL U) IJ o ~ H� E J °C Q W J p C) N 1--4 u > U U W o W z = d � JOB NO. 202202 SCALE V. 1 "=5' H: 1 "=50' SHEET NO. 12 17, ROSSING (MAINT.) 15" HDPE 41LF Qa 5% 46.93 LF Qa 1.41% 530 6" SAN. LAT. 8 7 18" HDPE ROSSING (B5) 528 535 58.25 LF Qa 3.72o/u 14.8LF Qa 7.5% 532 W 0 Ql d' n ut Ql ul N O 00 1. l0 Lm Ln V06 �1 l�Il l(1 Vl Ln � �l1 16+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 STR 78 - STR 16J PROPOSED GRADE (TYP.) STR:26 DI-3B, L=8' TP=54433 INV OUT: S38.00 TO 16H STR:3o DI-213, L=6' TP=547.6o G L INV IN: 542. oo TO 3oB 54° INV IN: 540-42 TO 32 INV OUT: 540.32 TO 28 STR:3oB VDOT STD. DI-2A TP=547.69 INV OUT: 543.00 TO 30 535 1 1 545 545 15"HDPE 43.25 LF Qa 3..16% EXISTING GRADE 7 6 (TYP.) 30A 15" HDPE 22.81 LF Qa 4.38% 530 540 540 528 538 F538 N 0"00 w m � 10+00 10+50 STR26 - STR 16H co 10+00 10+50 STR 3oB - STR 30 r z w 555 z z z f z O _ I o � � � D dto o 0 o z Z E U U 0 U (J U o0 > vl (n Ln z z 06 zc� O w z>> m o 550 o :50 o z o F01 z a � � : z .� a a a o a a_ 1=4 �_ o o o � w w w w J w z m m m z w w w w LL 545 LLu 540 535 532 13+50 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 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 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 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 1 INCH = 50 FEET 200 M M M N (M V W N N cD m 00 o \ m CD .-i N L z Q J z M M Lu C N Nt '1--II � V / WN J o Q WN z 04 > LL (n z U..� J � J J LL. W0 'j) ~ p[ OJ w W z<��Q Ww C? Q cn W ® 0 Lu Q Z Lu 0 LL U) IJ o ~ H� E J °C Q W J p C) N 1--4 u > U U W o W z = d � JOB NO. 202202 SCALE V. 1 "=5' H: 1 "=50' SHEET NO. 12 540 535 532 13+50 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 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 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 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 1 INCH = 50 FEET 200 M M M N (M V W N N cD m 00 o \ m CD .-i N L z Q J z M M Lu C N Nt '1--II � V / WN J o Q WN z 04 > LL (n z U..� J � J J LL. W0 'j) ~ p[ OJ w W z<��Q Ww C? Q cn W ® 0 Lu Q Z Lu 0 LL U) IJ o ~ H� E J °C Q W J p C) N 1--4 u > U U W o W z = d � JOB NO. 202202 SCALE V. 1 "=5' H: 1 "=50' SHEET NO. 12 1 I \ To=i33 172' OLF with M' (C=o.3 GRASS) I / TII OF SCOTT R. LINS�Z C.) No. 35791 � 10/11/23 IONAL S 1 / -IV r ----- \ / _ ---- �\ m _yj �- / / RioROAD = Lrl Ex - \ - - z In _ T \ PUBLIC'(RAVELWAY - 1 /ilk \ Z y`J4-\ \Z Z f J W W a � '0 0 0 h _ - - - 34 - _ -� 50B- \ _ - \ 32 - g c� c� z 77�� I o - ' � � ' / '�. ''.; •':•:-'• _'K •' s•,.fy' s.:es 'a -_-- ___ _ ----- - =z5.o Ln / '- = - _, :•'anis•'.: :••. __ at,� 1 - -- \ \ LF with osx'(C=o.z WOODED)\ ^ W Ln W T 46'SCF (a13.5fps AVG. 000P LU 5.o fps AVG. W W _ 1 - LU N i ' . , . sates , •• y_ _, ::'. I -X-1- OHP'O V_T sa< 1' •�-'-r .• ." ,. •. a � ,... 'e. i.. _- '. :. rd X. FENCE �n ' 4 Y� • • i. - S $ spC 83 . ' S10.]6 �. 0 t \ LU -. az.n - - - UMT P•6 UMT 52 - _ sa. sr •' •'• • \ : l .•y - UN1TM / s.voa •. �L -- - - __- J ___ _ / � sE _ .'!-.•'•- / \ \ � Q O rl M `a UNIT 55 N"1 UMT ,. UMT62 m ' EN1R ` i O 5 / --.... i/ «.' saris / I ;�•• ` ` / / i ••. UMTU R -` ;ra.R .: saa°s � , - 22 O s \ � .�`.• / ,_ ___ / � O r. 24 ' • . .�,. i sa3.z -,-- !' ' s::"Ep �s ... :. 26 I � , ` _ _ I . .• ,=33E OB TC , - .- . sa3:z sn 5 G: ,: ,•• r, / ' /^ �5 / / / 74 / L9 e-r \W j 7 ' =xo i 72 O i ' 16] I F Y / l 42 4U\ 4r rr \ / �A -.• d, ,-.� .UMT P2 / .. - \ A. JS // i t 5 P 4 / I•� l . �.- 36 - y / // ., / •�` J= ,� ,f � / ` Structure Area Cw (Acres) \ / 4 ,� / %\ / 6STR 0.06 0.82 / �` 6P 0.10 0.90 14STR 0.13 0.85 I 14P 0.11 0.90 x 68P 24STR 0.23 0.86 .• 8 �� ,8D d 6 / 24PP 0.14 0.90 • 8B •. _ 28STR 0.17 0.82 28P 0.24 0.80 30STR 0.07 0.76 �. OFF SITE APPROVED 30P 0.15 0.62 38STR 0.14 0.83 8 DRAINAGE AREA i •:-.. ` / � I � i / � � � :� / /� � / 38P 0.40 0.84 OAI<LEIGH WP02017 023 46STR 0.12 0.81 s� 46P 0.43 0.69 48STR 0.26 0.78 48P 0.15 0.73 SOSTR 0.07 0.73 50P 0.32 0.48 v V 60.19 0.63 B P � 68P 68P 0.74 0.5050 I 62STR 0.09 0.63 v A 62P 0.07 0.90 70STR 0.09 0.07 111 70P 0.17 0.90 ���v vv vv �� GRAPHIC SCALE 72STR 0.56 0.51 40 0 20 40 72P 0.08 0.90 \---------------- 76STR 0.28 0.65 " \ \ / �- • IN FEET 76P 0.47 0.32 ) inch = 40 ft. � 68BSTR 0.19 0.53 68BP 0.57 0.40 Structure Area (Acres) CW tt (Min.) 2 0.00 0.90 5.0 4 0.00 0.90 5.0 6 0.16 0.87 5.0 8 0.27 0.81 5.0 10 0.00 0.90 5.0 12 0.11 0.80 5.0 12B 0.12 0.80 5.0 14 0.24 0.87 5.0 16 0.03 0.88 5.0 16B 0.00 0.90 5.0 16D 0.00 0.90 5.0 16E 0.00 0.90 5.0 16F 0.00 0.90 5.0 16H 0.00 0.90 5.0 16J 0.00 0.90 5.0 18 0.09 0.80 5.0 20 0.25 0.83 5.0 22 0.19 0.81 5.0 24 0.37 0.88 5.0 26 0.30 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 34 0.60 0.65 5.0 EX34P 1.86 0.62 15.0 EX34P1 0.17 0.47 13.3 36 0.07 0.83 5.0 38 0.54 0.84 5.0 40 0.09 0.84 5.0 42 0.12 0.76 5.0 44 0.16 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 0.17 0.81 5.0 52B 0.16 0.81 5.0 54 0.18 0.81 5.0 56 0.10 0.87 5.0 58 0.00 0.90 5.0 60 0.12 0.71 5.0 62 0.16 0.75 5.0 64 0.10 0.71 5.0 66 0.09 0.71 5.0 68 0.93 0.53 9.0 68B 0.76 0.53 8.3 68D 0.02 0.81 5.0 70 0.26 0.61 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 50B 0.00 0.30 5.0 50D 0.95 0.58 17.3 30B 0.00 0.90 5.0 Z cy' J ti M M W N Nt '1_�^ � V / WN J o Q0) WN z N z > LL J 1 > V / Q L9LU 1­- z 2: p W w Q Q W ' � � z Q a LZ Q 0 U1 U Z I_- Ly W 0 LL U) Jo ~ H� j LL Q w 0 (D J o J N 1-.4 U > U U w � d � JOB NO. 202202 SCALE 111 = 40' SHEET N0. 13 ROOF DRAIN SCHEDULE ROOF DRAIN SCHEDULE DRAINAGE STR. DOWNSTREAM INVERT IN INVERT OUT DISTANCE SLOPE PIPE SITE INLET TYPE TOP ELEV. NOTES DRAINAGE STR. DOWNSTREAM INVERT IN INVERT OUT DISTANCE SLOPE PIPE SITE INLET TYPE TOP ELEV. NOTES A18 Al2 538.60 538.36 3.03 0.0800 6 15"YD 542.5 E7-1 E7 557.75 557.57 29.25 0.006 6 6" C.O. 560.2 E7 E6-3 557.57 557.52 9.00 0.006 8 15"YD 560.8 A17 All 538.53 538.18 4.37 0.0800 6 15"YD 542.25 E6-3 E6-2 557.52 557.42 17.00 0.006 8 8"C.O. 561 E6-2 E6-1 557.42 557.35 8.50 0.0075 8 8" C.O. 560.9 A16 A15 539.80 539.68 20.70 0.0060 6 15"YD 541.8 E6-1 E6 557.35 557.15 27.30 0.0075 8 8" C.O. 561.1 A15 A14 539.68 539.63 8.06 0.0060 6 15" YD 541.8 E6 E5-1 557.15 557.05 13.10 0.0075 8 15" YD 560.9 A14 A13 539.63 539.47 25.77 0.0060 6 6" C.O. 542.4 E5-1 E5 557.05 556.92 17.30 0.0075 8 8" C.O. 561.2 A13 Al2 539.47 538.60 146.23 0.0060 8 8" C.O. 542.82 TRAFFIC RATED TOP E5 E4-2 556.92 556.84 13.10 0.006 12 15"YD 560.9 Al2 All 538.60 538.45 23.86 0.0060 8 8" C.O. 543.08 TRAFFIC RATED TOP E4-2 E4-1 556.84 556.70 24.10 0.006 12 8" C.O. 561.5 All Al 538.45 538.37 13.73 0.0060 8 8" C.O. 543.58 TRAFFIC RATED TOP E4-1 E4 556.70 556.54 26.90 0.006 12 15"YD 560.8 E4 E3 556.54 556.46 12.60 0.006 12 15" YD 560.8 A8 A7 539.50 539.24 51.36 0.005 1 8 15"YD 541.5 E3 E2-1 556.46 556.16 50.30 0.006 12 8"C.O. 561.25 A7 A6 539.24 538.99 50.30 0.005 8 15"YD 541.5 E2-1 E2 548.50 546.98 30.50 0.05 12 8" C.O. 561 A6 A5 538.99 538.61 77.34 0.005 8 15"YD 541.5 E2 El 546.98 546.75 9.60 0.023 12 15"YD 549.75 A5 A4 538.61 538.52 13.38 0.006 8 8" C.O. 542.4 El 68 546.75 546.55 11.50 0.018 12 8" C.O. 550.33 Inv. Sir. 68 = 546.55 A4 A3 538.52 538.40 19.96 0.006 12 8" C.O. 545 A3 A2 538.40 538.14 43.40 0.006 12 12"C.O. 543.5 E14 E6-2 557.90 1 557.42 12.00 0.04 8 15"YD 559.9 A2 Al 538.14 538.12 4.10 0.006 1 12 12" C.O. 542 Al 46 538.12 538.00 20.80 0.006 12 12" C.O. 542.2 Inv. Str. 46 = 538.00 E13 E6-3 558.00 557.52 11.87 0.04 8 15"YD 560.8 A9 A2 538.37 538.14 2.30 0.100 8 15"YD 541.7 E12 E6-1 557.83 557.35 11.87 0.04 8 15"YD 560.8 A10 A3 539.71 539.12 5.96 0.099 8 15"YD 541.75 Ell E5-1 557.53 557.05 11.87 0.04 8 15"YD 560.8 B12 B11 542.00 541.71 28.56 0.01 6 15"YD 544.6 E10 E4-2 557.32 556.84 11.87 0.04 8 15"YD 560.8 1311 B10 541.71 541.70 3.01 0.006 6 8" C.O. 545.6 B10 139 541.70 541.51 30.80 0.006 6 15 YD 544.65 E9 E4-1 557.13 556.70 10.80 0.04 8 15"YD 560.8 139 138 541.51 541.42 15.58 0.006 8 15" YD 544.65 138 137 541.42 541.04 62.38 0.006 8 15 YD 544.65 E8 E4 557.01 556.54 11.87 0.04 8 15"YD 560.7 137 136 541.04 540.90 23.20 0.006 8 15" YD 544.65 136 B5 540.90 540.81 15.32 0.006 8 8" C.O. 545 E9-7 E9-6 548.20 548.08 20.00 0.006 6 15" YD 550.4 135 134 540.81 540.73 13.02 0.006 8 8" C.O. 545.25 E9-6 E9-5 548.08 547.96 20.00 0.006 8 15" YD 549.8 134 133 540.73 540.64 16.26 0.006 8 8" C.O. 545.25 E9-5 E9-4 547.96 547.76 33.80 0.006 8 15"YD 549.7 133 B2 540.64 540.46 30.17 0.006 8 8" C.O. 545.8 E9-4 E9-3 547.76 547.59 27.60 0.006 8 15"YD 549.65 132 50 540.46 540.35 13.70 0.008 12 12" C.O. 545.2 Inv. Str. 50 = 540.35 E9-3 E9-2 547.59 547.32 45.10 0.006 8 15"YD 549.7 E9-2 E9-1 547.32 547.13 31.90 0.006 8 15"YD 549.7 B16 B15 542.11 540.97 114.02 0.0100 8 8" C.O. 544.95 TRAFFIC RATED TOP E9-1 E9 547.13 546.95 20.50 0.009 8 15"YD 549.7 B15 B14 540.97 540.57 11.15 0.0360 8 8" C.O. 544.9 E9 El 546.95 546.75 22.70 0.0085 8 15"YD 549.7 B14 B2 540.57 540.46 2.75 0.0400 8 15"YD 544.25 F2 Fl 549.25 547.54 180.39 0.010 8 8" C.O. 552.15 B13 B4 541.00 540.73 4.24 0.0620 1 8 15"YD 543.9 F 1 58 547.54 546.50 18.86 0.0550 8 8" C.O. 551 Inv. Str. 10 = 546.50 C11 C10 541.70 542.14 15.22 0.007 6 15" YD 543.7 F6 F5 540.75 540.49 42.80 0.006 8 15"YD 543.2 C10 C9 542.14 542.06 11.93 0.007 6 15"YD 543.7 F5 F4 540.49 539.58 152.50 0.0060 8 8"C.O. 542.8 C9 C8 542.06 541.88 29.74 0.006 8 15"YD 543.7 F4 F3 539.58 539.56 3.50 0.0060 8 15"YD 541.9 C8 C7 541.88 541.65 37.49 0.006 8 15"YD 543.75 F3 56 539.56 539.50 9.50 0.0060 8 8" C.O. 543 C7 C6 541.65 541.41 39.93 0.006 8 15"YD 543.75 C6 C5 541.41 541.20 35.63 0.006 8 15"YD 543.75 G2 Gl 528.10 527.42 114.00 0.006 8 8"C.O. 530.2 C5 C4 541.20 541.07 21.17 0.006 8 8" C.O. 545.75 Gl 10 527.42 527.25 28.00 0.006 8 8" C.O. 530.9 Inv. Str. 10 = 527.25 C4 C3 541.07 540.95 20.91 0.006 8 15"YD 543.8 C3 C2 540.95 540.81 20.11 0.007 8 15"YD 543.8 G4 G3 527.50 527.46 2.50 0.018 6 15"YD 529.75 C2 C1 540.81 540.60 29.50 0.007 8 8" C.O. 544.5 G3 Gl 527.46 527.42 7.00 0.006 6 15" YD 530.2 C 1 28 540.60 540.50 13.65 0.007 12 12" C.O. 546.75 Inv. Str. 28 = 540.50 G6 G5 537.45 535.67 74.00 0.024 6 6" C.O. 541.42 TRAFFIC RATED TOP C 15 C 14 541.46 541.38 8 0.01 8 15" YD 543.83 G5 40 535.67 535.60 5.48 0.014 6 6" C.O. 539.68 TRAFFIC RATED TOP C14 C13 541.38 541.04 56.73 0.006 8 8" C.O. 545 TRAFFIC RATED TOP C13 C12 541.04 540.71 54.75 0.006 8 15"YD 543.9 G7 G5 535.80 535.67 20.00 0.0062 6 6"C.O. 539.3 C12 C1 540.71 540.60 17.85 0.006 8 15"YD 543.6 G8 14 536.00 535.25 13.20 0.0570 6 6" C.O. 538.5 D4 D3 545.70 545.29 29.11 0.014 8 15"YD 547.9 D3 D2 545.29 545.08 15.02 0.014 8 8" C.O. 549 H4 H3 539.50 538.82 85.00 0.008 6 6" C.O. 542.3 TRAFFIC RATED TOP D2 DI 545.08 544.45 52.46 0.012 8 15"YD 547.8 H3 H2 538.82 538.30 65.00 0.008 8 8" C.O. 541.93 TRAFFIC RATED TOP DI 30 544.45 544.00 19.70 0.023 12 15"YD 547.3 Inv. Str. 30 = 544.00 H2 HI 538.30 538.19 10.00 0.011 8 8" C.O. 542.35 TRAFFIC RATED TOP Hl 20 538.19 538.00 17.00 0.011 8 8" C.O. 542.5 Inv. Str. 10 = 538.00 D8 D7 545.17 544.82 17.26 0.02 6 15"YD 547.8 D7 D6 544.82 544.66 16.58 0.01 6 15"YD 548.5 H5 H2 538.50 538.30 8.00 0.0250 6 15"YD 541.5 D6 D5 544.66 544.55 10.46 0.01 8 8" C.O. 548 D5 DI 544.55 544.45 12.63 0.008 8 15"YD 547.3 H6 Hl 538.50 538.19 21.00 0.0148 6 15"YD 541.2 D10 D9 555.90 555.43 59.09 0.008 6 6" C.O. 558.5 H7 18 539.00 538.75 10.50 0.02 6 6" C.O. 541.65 D9 78 555.43 555.00 59.95 0.0071 8 8" C.O. 557.45 Inv. Str. 78=555.00 I5 I4 560.33 559.93 40.00 0.01 8 15"YD 563 D13 D12 555.91 555.85 11.06 0.005 6 6" C.O. 558.2 I4 I3 559.93 559.63 30.00 0.01 8 15" YD 562.75 D12 Dll-1 555.85 555.75 21.17 0.005 6 15"YD 558 13 12 559.63 559.18 45.00 0.01 8 15"YD 562.75 Dll-1 Dll-1 555.75 555.67 14.73 0.005 8 8" C.O. 558.3 I2 11 559.18 555.58 48.00 0.075 8 8" C.O. 562.25 D11 D9 555.67 1 555.43 1 49.25 0.005 8 15"YD 557.85 I1 1 78 1 555.58 1 555.30 28.00 0.01 1 8 15"YD 557.67 Inv. Str. 78 = 555.30 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION EX34P EXISTING EX - EX EX34PA 15 209.00 2.64% 555.64 550.12 RCP 34 DI-2B CG-6 8 554.40 33 18 47.58 3.80% 547.41 545.60 HDPE 32 DI-2B CG-6 8 552.03 31 18 111.57 4.55% 545.50 540.42 HDPE 30 13I-26 CG-2 6 547.60 29 18 35.84 1.59% 540.32 539.75 HDPE 28 DI-36 CG-6 8 547.55 27 18 25.29 1.19% 539.65 539.35 HDPE 16J MHA CG-6 - 546.85 161 24 87.34 0.58% 539.25 538.74 HDPE 16H MH-1 CG-2 - 544.65 16G 24 126.00 2.10% 537.40 534.76 HDPE 16F MHA CG-6 - 543.85 160 24 71.82 1.27% 534.66 533.75 HDPE 16E MHA CG-6 - 543.70 16D1 24 121.39 1.36% 533.65 532.00 HDPE 16D MHA CG-2 - 543.15 16C 24 69.20 1.66% 531.90 530.75 HDPE 16B MHA CG-6 - 542.15 16A 24 42.59 1.64% 530.65 529.95 HDPE 16 DI-3B CG-6 4 541.45 15 24 63.89 1.64% 529.85 528.80 HDPE 14 DI-2B CG-2 6 539.25 13 24 79.60 2.64% 528.70 526.60 HDPE 12 13I-36 CG-6 6 534.06 11 24 51.82 2.57% 526.50 525.17 HDPE 10 MH-1 CG-2 - 530.84 9 24 9.06 2.76% 521.75 521.50 HDPE 8 DI-36 CG-2 8 526.80 7 15 29.05 0.55% 522.00 521.84 HDPE 6 DI313 CG-6 6 527.20 5 15 17.58 1.37% 521.74 521.50 HDPE 36 DI-313 CG-6 6 532.00 35 15 37.24 0.70% 526.42 526.16 HDPE 38 DI-3B CG-6 6 540.08 37 15 61.95 1.15% 532.71 532.00 HDPE 44 DI-313 CG-6 6 541.45 43 15 64.85 2.16% 536.00 534.60 HDPE 42 13I-213 CG-2 6 539.78 41 15 25.91 1.66% 534.50 534.07 HDPE 40 DI-213 CG-6 6 539.55 39 15 138.48 0.94% 533.97 532.67 HDPE 48 13I-213 CG-6 10 544.45 47 15 23.09 1.52% 537.94 537.59 HDPE 46 DI-26 CG-2 6 544.25 45 15 32.72 1.99% 537.49 536.84 HDPE 50D MH-1 CG-2 - 550.25 50C 15 37.24 2.60% 542.28 541.31 HDPE 50B MHA CG-6 - 549.20 50A 15 79.35 2.03% 541.21 539.60 HDPE 50 DI-26 CG-2 6 544.95 49 15 32.90 3.04% 539.50 538.50 HDPE 66 DI-2C CG-2 6 549.81 65 15 30.15 0.56% 542.92 542.75 HDPE 64 DI-2C CG-6 6 549.67 63 15 137.51 0.71% 542.65 541.68 HDPE 62 DI-2C CG-2 6 549.99 61 18 23.08 0.56% 541.58 541.45 HDPE 60 DI-2C CG-6 6 549.59 59 18 15.49 0.65% 541.35 541.25 HDPE 58 MH-1 CG-2 - 549.40 57 18 84.18 2.55% 541.15 539.00 HDPE 56 DI-213 CG-6 6 546.50 55 18 77.32 2.25% 538.90 537.16 HDPE 54 DI-2B CG-2 8 542.52 53 18 45.49 2.02% 537.06 536.14 HDPE 52B DI-2C CG-6 8 541.08 52A 18 49.20 0.75% 536.04 535.67 HDPE 52 DI-2C CG-2 8 541.10 51 24 62.05 0.50% 535.57 535.26 HDPE 24 DI-213 CG-6 8 541.93 23 24 8.74 0.50% 535.16 535.12 HDPE 22 DI-213 CG-2 8 541.93 21 24 51.44 0.51% 535.02 534.76 HDPE 78 13I-36 CG-2 6 559.45 77 15 77.19 5.16% 553.58 549.60 HDPE 76 DI-213 CG-6 10 554.83 75 15 44.66 6.47% 549.50 546.61 HDPE 74 DI-2B CG-2 8 552.60 73 15 91.76 4.50% 546.51 542.38 HDPE 72 DI-213 CG-6 12 549.55 71 15 46.93 1.41% 542.28 541.62 HDPE 70 DI-36 CG-2 8 548.88 69 18 58.25 3.73% 541.52 539.35 HDPE 12B DI-36 CG-2 6 535.30 12A 15 66.51 1.01% 529.00 528.33 HDPE 18 DI-26 CG-2 6 541.60 17 15 40.67 1.23% 536.34 535.84 HDPE 68D 13I-313 CG-2 4 551.10 68C 15 38.01 0.68% 544.69 544.43 HDPE 68B DI-2B CG-6 6 551.23 68A 15 59.59 1.11% 544.33 543.67 HDPE 68 DI-313 CG-2 8 550.73 67 15 21.82 0.92% 543.57 543.37 HDPE 20 DI-2C CG-2 8 542.38 19 15 38.15 0.68% 536.00 535.74 HDPE 26 DI-313 CG-2 8 544.33 25 15 43.25 1.16% 538.00 537.50 HDPE 30B DI-2A CG-2 - 547.69 30A 15 22.81 4.38% 543.00 542.00 HDPE kCD-2 AT INLET kCD-2 AT INLET kCD-2 AT INLET 'CD-2 AT INLET COTT/R. CC>LLINS�Z No. 35791 1�1 2/09/24 r z z z z f z O a U a O O 0 O z ZE U U 0 U U a0 > �M VI Ln z z 06 z K O LU z F�1 z g U U z U Z O w w V w g V a a o o o ` > w w w w J / w z w w w z .. > > w > Lu LLV > Lu w 0� M M M N M V lJ.l p m o N u] OD L z O� J Z I� M M LU 0) N ,;I- 'H^� � V / i WN J O O7 WN z 04 > LL z LLf � O 0W J �z� 0 w U zJ Q� < Ww i / r1 Lu a- Q l <UU) U) Z w Q L1J®/ LL U) JO ~ H� J E °C Q W 0 J 0c:)-j N 1--4 U U U w w a � JOB NO. 202202 SCALE N/A SHEET NO. 14 Design Storm Year= 10 Design Year. 10 Project Heritage Apartnents Job#: 202202 Prepared by: I,PE Table 8: Pipe Design Table TH p� POINT DOWNSTREAM DRAIN RUNOFF CA INIEr RAIN PIPE DESIGN n = 0.013� Rpe Hydrology Pipe O SCOTT R. LINSZ U No. 35791 "5 Q. �o� 2/09/24 ysv ll' S'SIONAL ETyG Z z 0 z w m _ 3 (q .Q O U _` C C 6 d _ E F O O C U OU 0 2 °' " �' a= m ny' W N O N i N C 1=/I J C s U Q Q V ~ c s T� m N W �. v c °-�' _ C1 �. y i i C s w d > > ms Rpe run: STR IX34P- UGD IX34P 34 1.86 0.62 1.155 1.155 14.97 4.55 5.25 5.25 555.64 550.12 209.0 0.013 0.0264 15 10.50 8.55 0.41 34 32 0.60 0.65 0.387 1.622 15.38 4.50 1.74 7.29 547.41 545.60 47.6 0.013 0.0380 18 22.20 11.19 0.07 to z 32 30 0.16 0.89 0.141 1.764 15.45 4.49 0.63 7.91 545.50 540.42 111.6 0.013 0.0455 18 24.28 12.24 0.15 O U 30 28 0.22 0.67 OA49 1.913 15.60 4.47 0.66 8.54 540.32 539.75 35.8 0.013 0.0159 18 14.35 8.44 0.07 28 16J 0.41 0.81 0.332 2.245 15.67 4.46 1.48 10.01 539.65 539.35 25.3 0.013 0.0119 18 12.39 7.80 0.05 0 161 16H 0.00 0.90 0.000 3.252 15.73 4.45 0.00 14.47 539.25 538.74 87.3 0.013 0.0058 24 18.73 6.55 0.22 0 n 0 16H 16F 0.00 0.90 0.000 3.492 15.95 4.42 0.00 15.44 537.40 534.76 126.0 0.013 0.0210 24 35.47 10.89 0.19 16F 16E 0.00 0.90 0.000 6.495 17.64 4.22 0.00 27.40 534.66 533.75 71.8 0.013 0.0127 24 27.59 10.01 0.12 to H c m 16E 16D 0.00 0.90 0,000 6.701 17.76 4.20 0.00 28.18 533.65 532.00 121.4 0.013 0.0136 24 28.57 10.37 0.20 16D 16B 0.00 0.90 0.000 7.476 17.96 4.18 0.00 31.27 531.90 530.75 69.2 0.013 0.0166 24 31.59 11.46 0.10 Z O a ~ Z w ~ Z w Z w m 0 O ~ Z w uJ F 3 a m 16B 16 0.00 0.90 0.000 7.476 18.06 4.17 0.00 31.27 530.65 529.95 42.6 0.013 0.0164 24 31.42 11.40 0.06 16 14 0.03 0.88 0.023 7.499 18.12 4.16 0.10 31.27 529.85 528.80 63.9 0.013 0.0164 24 31.42 11.40 0.09 14 12 0.24 0.87 0.209 8.471 18.21 4.15 0.87 35.19 528.70 526.60 79.6 0.013 0.0264 24 39.81 14.30 0.09 V / d U UI LLI O � W ? to Z S < Z O U } Z 0 U w w O U } Z 0 U w N ~ Q Z O U w O U y Z 0 U w N Z 0 0 to3 z a z m w o ° 12 10 0.11 0.80 0.091 8.654 18.31 4.14 0.38 35.87 526.50 525.17 51.8 0.013 0.0257 24 39.26 14.17 0.06 Z 10 UGD 0.00 0.90 0.000 8.710 18.37 4.14 0.00 36.04 521.75 521.50 9.1 0.013 0.0276 24 40.71 14.63 0.01 O ~ Rpe run: STRB - UGD 8 6 0.27 0.81 0.218 0.218 5.00 6.67 1.46 1.46 522.00 521.84 29.1 0.013 0.0055 15 5.19 3.62 0.13 6 UGD 0.16 0.87 0,139 0.357 5.13 6.62 0.92 2.37 521.74 521.50 17.6 0.013 0,0137 15 8.18 5.70 0.05 Rpe run: STR36-STR10 `7 36 10 0.07 0.83 0.0% 0.056 5.00 6.67 0.37 0.37 526.42 526.16 37.2 0.013 0.0070 15 5.85 2.66 0.23 / W c W W w > W 0 Rpe run: STR38-STR14 38 14 0.54 0.84 0.457 0.457 5.00 6.67 3.05 3.05 532.71 532.00 62.0 0.013 0.0115 15 7.49 5.77 0.18 w m c U Rpe run: STR 44 - STR 14 44 42 0.16 0.89 0,139 0.139 5.00 6.67 0.92 0.92 536.00 534.60 64.9 0.013 0,0216 15 10.28 5.15 0.21 0 42 40 0.12 0.76 0.095 0.233 5.21 6.60 0.63 1.54 534.50 534.07 25.9 0.013 0.0166 15 9.02 5.38 0.08 v 0 40 14 0.09 0.84 0.072 0.306 5.29 6.57 0.48 2.01 533.97 532.67 138.5 0.013 0.0094 15 6.78 4.79 0.48 6 Rpe run: STR 48 - STR 16D C '-vo 48 46 0.40 0.76 0.305 0.305 5.00 6.67 2.03 2.03 537.94 537.59 23.1 0.013 0.0152 15 8.62 5.74 0.07 a 46 16D 0.55 0.72 0,395 0.700 5.07 6.64 2.62 4.65 537.49 536.84 32.7 0.013 0.0199 15 9.86 7.90 0.07 0 Rpe run: STR 50D - STR 16F 3 SOD 50B 0.95 0.58 0.552 0.552 17.27 4.26 2.35 2.35 542.28 541.31 43.4 0.013 0.0224 15 10.46 6.85 0.11 in 50B 50 0.00 0.30 0.000 0.552 17.37 4.25 0.00 2.35 541.21 539.60 81.7 0.013 0.0197 15 9.83 6.54 0.21 Ew-- M M M rJ�-i N M � 00 7 c ° ° 0 50 16F 0.40 0.53 0.211 0.763 17.58 4.23 0.89 3.22 539.50 538.50 31.4 0.013 0.0319 15 12.49 8.45 0.06 Rpe run: STR 66 - STR 16F o N Ill M W o E 86 84 0.09 0.71 0.061 0.061 5.00 6.87 0.41 0.41 542.92 542.75 30.2 0.013 0.0058 15 5.25 2.47 0.20 64 62 0.10 0.71 0,071 0.133 5.20 6.60 0.47 0.87 542.65 541.68 137.5 0.013 0.0071 15 5.88 3.43 0.67 0 c 62 60 0.16 0.75 0.120 1.165 9.03 5.57 0.67 6.49 541.58 541.45 23.1 0.013 0.0056 18 8.54 5.31 0.07 60 58 0.12 0.71 0.086 1.251 9.10 5.56 0.48 6.96 541.35 541.25 15.5 0.013 0.0065 18 9A4 5.69 0.05 a' 58 56 0.00 0.90 0.000 1.251 9.15 5.55 0.00 6.96 541.15 539.00 84.2 0.013 0.0255 18 18.19 9.51 0.15 7 2 56 54 0.10 0.87 0.088 1.339 9.29 5.52 0.49 7.39 538.90 537.16 77.3 0.013 0.0225 18 17.07 9.22 0.14 54 52B 0.18 0.81 0.145 1.484 9.43 5.49 0.80 8.15 537.06 536.14 45.5 0.013 0.0202 18 16.18 9.16 0.08 S 0) ('7 a� ('7 J w 0 0 3 52B 52 0.16 0.81 0,133 1.618 9.52 5.47 0.73 8.85 536.04 535.67 49.2 0.013 0.0075 18 9.87 6.30 0.13 52 24 0.17 0.81 0.141 1.758 9.65 5.44 0.78 9.57 535.57 535.26 82.1 0.013 0.0050 24 17.32 5.65 0.18 24 22 0.37 0.88 0.324 2.083 9.83 5.40 1.75 11.26 535.16 535.12 8.7 0.013 0.0046 24 16.58 5.66 0.03 22 16F 0.19 0.81 0.158 2.241 9.86 5.40 0.85 12.10 535.02 534.76 51.4 0.013 0.0051 24 17.42 5.98 0.14 N o Rpe run: STR 78 - STR 16J 78 76 0.12 0.52 0.064 0.064 8.26 5.75 0.37 0.37 553.58 549.60 77.2 0.013 0.0516 15 15.89 5.19 76 74 0.75 0.44 0.331 0.395 14.15 4.66 1.54 1.84 549.50 546.61 44.7 0.013 0.0647 15 17.80 9.18 0.08 (� v J 0 74 72 0.18 0.53 0.095 0.490 14.23 4.65 0.44 2.28 546.51 542.38 91.8 0.013 0.0450 15 14.85 8.67 0.18 72 70 0.64 0.55 0.355 0.845 14.41 4.63 1.64 3.91 542.28 541.62 46.9 0.013 0.0141 15 8.30 6.64 0.12 N W N N J z o ° 70 16J 0.26 0.61 0.161 1.006 14.52 4.61 0.74 4.64 541.52 539.35 58.3 0.013 0.0373 15 13.51 9.93 0.10 Rpe run: STR 12B - STR 12 12B 12 0.12 0.80 0.092 0.092 5.00 6.67 0.62 0.62 529.00 528.33 66.5 0.013 0.0101 15 7.02 3.52 0.31 W Rpe run: STR 18 - STR 16D Q ., J 1 s LL z 0 � s 0 18 16D 0.09 0.80 0.075 0.075 5.00 6.67 0.50 0.50 536.34 535,84 40.7 0.013 0.0123 15 7.76 3.53 0.19 Rpe run: STR 68D- STR 62 68D 68B 0.02 0.81 0.013 0.013 5.00 6.67 0.09 0.09 544.69 544.43 38.0 0.013 0.0068 15 5.79 1.64 0.39 68B 68 0.76 0.53 0.407 0.420 8.34 5.73 2.33 2.41 544.33 543.67 59.6 0.013 0.0111 15 7.36 5.35 0.19 - \ � H� +- °- 68 62 0.93 0.53 0.493 0.913 8.97 5.59 2.75 5.10 543.57 543.37 21.8 0.013 0.0092 15 6.70 6.00 0.06 Rpe run: STR 20 - STR 16E 20 16E 0.25 0.83 0.206 0.206 5.00 6.67 1.37 1.37 536.00 535.74 38.2 0.013 0.0068 15 5.78 3.85 0.17 Rpe run: STR26 - STR 16H 26 16H 0.30 0.80 0.240 0.240 5.00 6.67 1.60 1.60 538.00 537.50 43.3 0.013 0.0116 15 7.52 4.84 0.15 Rpe run: STR30B - STR 30 30B 30 0.00 0.90 0.001 0.001 5.00 6.67 0.01 0.01 543.00 542.00 22.8 0.013 0.0438 15 14.65 1.06 0.36 w O [if Q 1 z 1 1 1 ■ s s 5 ` J U J < U ° o 0 3 c U W W( 1 ( n Y < Q o C w ////�� V/ Z Lli �.I..� �„ Q 0 o z <E a1 a o o 7 z w w z z z w N z J 0 0 J N J Q °C W a 0 m o O 0 N J J F� x > 0 U U E U W O o_ W W S N U O U p m o JOB NO. 202202 o 0 SCALE N/A 0 a � SHEET N0. 15 STRUCTURE AREA COEFF. TIME FALL RUNOFF Q INVII2T ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VFJ. FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INLET STATION OUTLEC W ATFR SURFACEELEV Lo Do Q. ZW Sa Hr JUNCTION LOSS FIN H INLET WATER SURFACEELEV. RIM ELEV V. Ho Qw Vw Q'U V /2g Ili AN(LE Ho H� 1.3Hr .SI-b 543.00 22.81 15 0.01 0.000 0.00 0.0 0.0 30B 0.00 90 0 0.00 NA 0.00 0.00 343.00 347.69 539.23 43.25 15 1.60 0.001 0.02 1.3 0.0 26 0.00 90 0 0.01 NA 0.00 0.03 33923 344.10 537.S1 38.15 15 1.37 0.000 0.01 LI 0.0 20 0.00 90 0 0.00 NA 0.00 0.02 53753 541.58 544.37 21.82 15 5.10 0.005 0.12 4.2 0.1 68 2.4 2.0 4.728 0.1 0.02 40 0.02274 0.11 NA 0.06 0.18 54455 550.73 544.67 59.59 15 2.41 0.001 0.07 2.0 0.0 68B O.l 0.1 0.006 0.0 0.00 52 3.7E-05 0.02 NA 0.01 0.08 544.75 551.13 545.43 38.01 15 0.09 0.000 0.00 0.1 0.0 68D 0.00 90 0 0.00 NA 0.00 0.00 545.43 551.44 536.84 40.67 15 0.50 0.000 0.00 0.4 0.0 18 0.00 90 0 0.00 NA 0.00 0.00 536Ji4 541.50 529.33 66.51 15 0.62 0.000 0.01 0.5 0.0 12B 0.00 71 0 0.00 NA 0.00 0.01 529.34 533.23 540.94 58.25 15 4.64 0.004 0.26 3.8 O.l 70 3.9 3.2 1247 0.2 0.06 89 0.10411 0.21 NA 0.11 0.36 541J0 549.07 542.62 46.93 15 3.91 0.003 0.15 3.2 0.0 72 2.3 1.9 4.238 0.] 0.02 79 0.03271 0.09 NA 0.05 0.19 542Ji1 549.69 543.38 91.76 15 2.28 0.001 0.10 1.9 0.0 74 1.8 1.5 2.766 0.0 0.01 36 0.0098 0.04 NA 002 0.12 54350 554.12 547.61 44.66 15 L84 0.001 0.03 LS 0.0 76 0.4 0.3 0.112 0.0 0.00 45 0.00054 0.01 NA 0.00 0.04 547.65 555.80 550.60 77.19 15 0.37 0.000 0.00 0.3 0.0 78 0.00 22 0 0.00 NA 0.00 0.00 550.60 560.60 538.62 51.44 24 12.10 0.(p2 0.13 3.9 0.1 22 IL3 3.6 40.33 0.2 0.07 62 0.10965 0.24 NA 0.12 0.24 538Ji7 541.93 538.87 8.74 24 11.26 0.002 0.02 3.6 0.0 24 9.6 3.0 29.16 01 0.05 14 0 0.10 NA 0.05 0.13 539.00 541.93 539.00 62.05 24 9.57 0.(102 0.09 3.0 0.0 52 8.9 5.0 44.33 0.4 0.14 61 0.21426 0.39 NA 0.19 0.29 33919 341.10 539.29 49.20 18 8.85 O.1106 0.30 5.0 O.l 52B 8.1 4.6 37.56 0.3 0.12 0 0 0.21 NA 0.11 0.40 539.69 341.10 539.69 45.49 18 8.15 0.005 0.23 4.6 O.l 54 7.4 4.2 30.91 0.3 0.10 0 0 0.18 NA 0.09 0.32 340.01 342.32 540.01 77.32 18 7.39 0.004 0.33 4.2 0.1 56 7.0 3.9 27.38 0.2 0.08 73 0.14676 0.30 NA 0.15 0.48 340A9 346.10 540.49 84.18 18 6.96 0.004 0.31 3.9 0.1 58 7.0 3.9 27.38 0.2 0.08 17 0.02406 0.17 N/A 0.08 0.40 340Ji9 349.40 542.45 15.49 18 6.96 0.(p4 0.06 3.9 0.1 60 6.5 3.7 23.87 0.2 0.07 74 0.12796 0.26 NA 0.13 0.19 342.64 349.39 542.65 23.08 18 6.49 0.003 0.08 3.7 0.1 62 S.l 6.0 30.6 0.6 0.20 72 0.34119 0.59 NA 0.29 0.37 343.02 349.99 543.02 137.51 15 0.87 0.000 0.02 0.7 0.0 64 0.4 0.3 Q.137 0.0 O.IXI 84 0.00114 0.00 NA 0.00 0.02 343.04 349.67 543.75 30.15 15 0.41 0.000 0.00 0.3 0.0 66 0.00 90 0 0.00 NA 0.00 0.00 343.73 349.81 539.50 31.37 15 3.22 0.002 0.07 2.6 0.0 50 2.4 1.9 4.503 0.1 0.02 64 0.03134 0.08 NA 0.04 0.11 539.61 544.80 540.60 81.65 IS 2.35 0.001 0.09 1.9 0.0 SOB 2.4 1.9 4.503 0.1 0.02 21 0.00912 0.04 N/A 0.02 0.11 540.71 549.00 542.31 43.39 IS 2.35 0.(ql 0.05 1.9 0.0 SOD 0.00 90 0 0.01 N/A 0.01 0.06 542J7 550.34 537.84 32.72 IS 4.65 0.004 0.14 3.8 0.1 46 2.0 1.7 3.372 0.0 0.01 77 0.02602 0.10 NA 0.05 0.19 538.03 544.10 538.59 23.09 15 2.03 0.001 0.02 1.7 0.0 48 0.00 77 0 0.01 NA 0.01 0.03 538.62 544.50 533.67 138.48 15 2.01 0.001 0.11 1.6 0.0 40 L5 1.3 1.934 0.0 0.01 90 0.01713 0.04 NA 0.02 0.13 333.80 539.53 535.07 25.91 15 1.54 0.000 0.01 1.3 0.0 42 0.9 0.8 0.695 0.0 000 48 0.00334 0.01 NA 0.01 0.02 333.09 340.90 535.60 64.85 15 0.92 0.000 0.01 0.8 0.0 44 O.IX1 89 0 0.00 NA O.fNI 0.01 333.61 341.43 533.00 61.95 15 3A5 0.002 0.12 2.5 0.0 38 O.OD 63 0 0.02 NA 0.01 0.13 533.13 340.03 527.16 3724 15 Q37 0.000 0.00 0.3 0.0 36 0.00 47 0 0.00 NA 0.00 0.00 527.16 531.77 522.50 IZ58 15 2.37 0001 OA 1.9 0.0 6 1.5 1.2 1.726 U.0 0.01 41 0.0083 0.03 NA 0.02 0.04 52254 527.37 522.84 29.05 15 L46 0.000 0.01 1.2 0.0 8 0.00 87 0 0.01 NA 0.00 0.02 522.86 526.92 523.10 9.06 21 36.04 0.022 0.20 11.5 0.5 10 35.9 I1.4 409.5 2.0 0.71 43 0.76918 1.99 N/A 0.99 1.37 524.47 530.84 526.77 51.82 24 35.87 0021 1.11 11.4 0.5 12 35.2 11.2 394.3 1.9 0.68 29 0.42872 1.62 NA 0.81 1.92 528.69 534.56 528.69 79.60 24 35.19 0.021 L64 11.2 0.5 14 31.3 I0.0 3112 1.5 0.54 Il 0 1.03 NA 0.51 2.15 530A4 539.23 530.84 63.89 24 3L27 0.016 L04 10.0 0.4 16 3L3 10.0 311.2 1.5 0.54 7 0 0.92 NA 0.46 1.50 532,34 541.45 532.34 42.59 24 31.27 0.016 0.69 I0.0 0.4 16B 3L3 10.0 311.2 1.5 0.54 89 1.01526 1.94 N/A 0.97 1.66 534.01 542.16 534.O1 69.20 24 3L27 0.016 1.13 I0.0 0.4 16D 28.2 9.0 252.7 1.2 0.44 0 0 0.82 N/A 0.41 1.54 53554 543.01 535.54 12L39 24 28.18 0.013 L60 9.0 0.3 16E 27.4 8.7 239 1.2 0.41 0 0 0.73 N/A 0.36 1.97 53751 543.11 537.51 71.82 24 27.40 0.012 0.90 8.7 0.3 16F 15.4 4.9 75.84 0.4 0.13 13 0 0.43 N/A 0.21 1.11 538.62 543.85 538.62 126.00 24 15.44 0.(p4 0.50 4.9 0.1 16H 14.5 4.6 66.65 0.3 0.12 12 0 0.21 N/A 0.10 0.60 53923 544.70 540.34 87.34 24 14.47 0.003 0.30 4.6 Q.l 16I ]0.0 5.7 56.67 0.5 0.17 85 0.32866 0.59 N/A 0.29 0.60 54094 547.00 540.94 25.29 18 10.01 0.008 0.20 5.7 0.1 28 8.5 4.8 41.31 0.4 0.13 80 0.23958 0.49 NA 0.25 0.44 541J8 547.55 541.38 35.84 18 8.54 0.(q6 0.20 4.8 Q.l 30 7.9 4.5 35.42 0.3 0.11 87 0.20542 0.41 NA 0.20 0.40 341.78 347.60 541.78 111.57 18 7.91 0.005 0.54 4.5 O.l 32 7.3 4.1 30.1 0.3 0.09 47 0.10051 0.27 NA 0.14542.46 552.03 546.80 47.58 18 7.29 0.004 0.20 4.1 Q.l 34 5.3 4.3 22.5 0.3 0.10 43 0.1082 0.27 NA 0.14 0.33 547.13 554.00 551.12 209.00 IS 5.25 0.(107 1.38 4.3 0.1 EX34P 0.00 0 0 0.07 NA 0.04 1.42 55254 559.06 Table 6: Sump Inlet Design Table Table 6: Sump Inlet Design Table �TH 0 SCOTT R. LINSZ U No. 35791 ,� A� oIONAL 2/09/24 �4 E��l 9 z o' W Z_ Z N Z J O U 0 c N 0 U 0 F - Z 3 w g Z Z Z Z W m O G w � w � U wof a F k X X F g 4 a UQ O s U Z U U Z m Z Z > Z N 05 c o OU) LU Z 0 0 0 u- s H Z g U U = U .3 ,w a a a 0v a Z z g V/ �" C G 0 a y ° > Z W W d W Q N ` W .+ Ul (A (n Z c / d > > w > LL o W ��`�° W N C O 0 a 0 o, c a C 0 U J 0 M U W N N N N N U 'J Q O .-I M co O\i O a N N l l C, ti N 0 C zN 3 11 0' J Z 0 M o V/ y co /1 V / C o 1 ° W" J 0 N z N W" H- � U o z N Z w J J a C o 0 z ° 0 W O J Z J a U Q U a W ULU * longitudinal 0.001 be in gutter slope of should used a sump condition * gutter longitudinal slope of 0.001 should be used in a sump condition 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 for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities 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. for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities 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. w < o Table 7: Grade Inlet Design Table Table 7: Grade Inlet Design Table W Q Z w LLJ w W Z z Z w O z LL z Z r_ J 0 w °C a J o oa Q m W u J x 0 o J N H1 ° U U i E U 0 w w a 0 W a x Ln m a 0 JOB N0. o 202202 ° SCALE o N/A N 0 a SHEET NO. for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 16 s INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) 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 � Q « 0_ > J o 0 � � � Q U U Q Q Q x 0 0 V1 � Om � � `m E all 0.06 0.82 0.047 0.19 0.00 0.19 0.0010 0.0500 2.0 0.0833 1.6660 3.10 6STR 3B 6.0 combined flow 0.2 0.04 0.091 0.84 all 0.27 0.81 0.218 0.87 0.00 0.87 0.0010 0.0500 2.0 0.0633 1.6660 5.51 8 3B 8.0 combined flow 0.9 0.10 0.223 2.05 all 0.13 0.85 0.111 0.45 0.00 0.45 0.0010 0.0500 2.0 0.0633 1.6660 4.28 14STR 2B 6.0 combined flow 0.4 0.07 0.162 1.48 all 0.09 0.80 0.075 0.30 0.00 0.30 0.0010 0.0500 2.0 0.0633 1.6660 3.69 18 2B 6.0 combined flow 0.3 0.06 0.124 1.14 all 0.25 0.83 0.206 0.82 D.00 0.82 0.0010 0.0500 2.0 0.0633 1.6660 5.39 20 2C 8.0 combined flow 0.8 0.10 0.215 1.97 left 0.15 0.81 0.122 0.49 0.00 0.49 0.0010 0.0500 2.0 0.0633 1.6660 4.42 right 0.04 0.81 0.036 0.15 0.00 0.15 0.0010 0.0500 2.0 0.0633 1.6660 2.81 22 2B 8.0 combined flow 0.6 0.08 0.180 1.65 all 0.23 0.86 0.195 0.78 0.00 0.78 0.0100 0.0200 2.0 0.0833 4.1650 6.07 24STR 2B 8.0 combined flow 0.8 0.09 0.207 4.74 all 0.30 0.80 0.240 0.96 0.00 0.96 0.0010 0.0500 2.0 0.0833 1.6660 5.70 26 3B 8.0 combined flow 1.0 0.11 0.238 2.18 all 0.09 0.84 0.072 0.29 0.00 0.29 0.0010 0.0300 2.0 0.0833 2.7767 5.01 40 2B 6.0 combined flow 0.3 0.06 0.121 1.85 all 0.12 0.76 0.095 0.38 0.00 0.38 0.0010 0.0300 2.0 0.0633 2.7767 5.54 42 2B 6.0 combined flow 0.4 0.07 0.145 2.22 all 0.16 0.89 0.139 0.55 0.00 0.55 0.0010 0.0500 2.0 0.0633 1.6660 4.64 44 3B 8.0 combined flow 0.6 0.09 0.187 1.71 left 0.03 0.73 0.022 0.09 0.00 0.09 0.0010 0.0500 2.0 0.0500 1.0000 2.32 right 0.04 0.73 0.032 0.13 0.00 0.13 0.0010 0.0500 2.0 0.0500 1.0000 2.69 SOSTR 2B B.0 combined flow 0.2 0.05 0.100 0.92 left 0.17 0.81 0.138 0.55 0.00 0.55 0.0010 0.0300 2.0 0.0833 2.7767 6.37 right 0.00 0.81 0.003 0.01 0.00 0.01 0.0010 0.0300 2.0 0.0833 2.7767 1.47 52 2C 8.0 combined flow 0.6 0.08 0.166 2.54 left 0.05 0.81 0.036 0.15 0.00 0.15 0.0010 0.0500 2.0 0.0833 1.6660 2.81 right 0.12 0.81 0.097 0.39 0.00 0.39 0.0010 0.0500 2.0 0.0833 1.6660 4.06 52B 2C 8.0 combined flow 0.5 0.07 0.161 1.47 all 0.10 0.87 0.088 0.35 0.00 0.35 0.0010 0.0200 2.0 0.0833 4.1650 6.94 56 2B 6.0 combined flow 0.4 0.06 0.138 3.77 left 0.06 0.71 0.043 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0833 4.1650 5.29 right 0.06 0.71 0.044 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0833 4.1650 5.33 60 2C 6.0 combined flow 0.3 0.06 0.136 3.72 left 0.03 0.63 0.019 0.08 0.00 0.08 0.0010 0.0200 2.0 0.0833 4.1650 3.90 right 0.06 0.63 0.037 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0833 4.1650 5.01 62STR 2C 6.0 combined flow 0.2 0.05 0.102 2.34 left 0.04 0.71 0.028 0.11 0.00 0.11 0.0010 0.0200 2.0 0.0833 4.1650 4.54 right 0.06 0.71 0.043 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0833 4.1650 5.29 64 2C 6.0 combined flow 0.3 0.05 0.120 2.75 left 0.04 0.71 0.028 0.11 0.00 0.11 0.0010 0.0200 2.0 0.0833 4.1650 4.54 right 0.05 0.71 0.033 0.13 0.00 0.13 0.0010 0.0200 2.0 0.0633 4.1650 4.81 66 2C 6.0 combined flow 0.2 0.05 0.109 2.49 all 0.19 0.63 0.119 0.48 0.00 0.48 0.0100 0.0500 2.0 0.0833 1.6660 2.85 68STR 3B 8.0 combined flow 0.5 0.07 0.149 1.37 all 0.19 0.53 0.102 0.41 0.00 0.41 0.0100 0.0500 2.0 0.0833 1.6660 2.69 68BSTR 2B 6.0 combined flow 0.4 0.07 0.152 1.40 all 0.56 0.51 0.285 1.14 0.00 1.14 0.0010 0.0200 2.0 0.0833 4.1650 10.79 72STR 2B 12.0 combined flow 1.1 0.10 0.219 5.02 all 0.18 0.53 0.095 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0833 4.1650 7.15 74 2B 8.0 combined flow 0.4 0.06 0.128 2.94 all 0.26 0.65 0.182 0.73 0.00 0.73 0.0010 0.0200 2.0 0.0833 4.1650 9.11 76STR 2B 10.0 combined flow 0.7 0.08 0.178 4.07 all 0.12 0.52 0.064 0.26 D.00 0.26 0.0010 0.0200 2.0 0.0500 2.5000 6.18 78 3B 6.0 combined flow D.3 0.05 D.112 2.57 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 a P. � c o >✓ '? a m w y a m w c o � "' a; o � m �° to � +� � � E O d � U r � C « QIry' ` C X CL O J Q U U Q Q Q O l0 fn f// J J W Q Q U 12 3B 6.0 0.11 0.80 0.091 0.59 0.00 0.59 0.0200 0.0500 2.0 0.0833 1.6660 2.71 0.99 2.7992 0.1166 0.1655 5.53 1.09 1.00 0.59 0.00 126 3B 6.0 0.12 0.80 0.092 0.60 0.00 0.60 0.0200 0.0500 2.0 0.0833 1.6660 2.73 0.99 2.7992 0.1166 0.1655 5.57 1.08 1.00 0.60 0.00 16 3B 4.0 0.03 0.88 0.023 0.15 0.00 0.15 0.0200 0.0300 2.0 0.0833 2.7767 2.24 0.99 3.2792 0.1366 0.1653 3.13 1.28 1.00 0.15 0.00 28STR 38 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 0.90 3.5192 0.1466 0.1520 7.03 1.14 1.00 0.93 0.00 30STR 28 6.0 0.07 0.76 0.056 0.37 0.00 0.37 0.0200 0.0200 2.0 0.0833 4.1650 4.01 0.98 3.5192 0.1466 0.1637 4.55 1.32 1.00 0.37 0.00 32 2B 8.0 0.16 0.89 0.141 0.92 0.13 1.05 0.0325 0.0200 2.0 0.0833 4.1650 5.44 0.93 3.5192 0.1466 0.1564 8.41 0.95 1.00 1.04 0.00 34 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 0.70 3.5192 0.1466 0.1226 9.89 0.81 0.95 2.39 0.13 32 36 3B 6.0 0.07 0.83 0.056 0.36 0.00 0.36 0.0325 0.0200 2.0 0.0833 4.1650 3.65 0.92 3.5192 0.1466 0.1549 5.42 1.11 1.00 0.36 0.00 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 0.99 2.7992 0.1166 0.1655 6.15 0.98 1.00 0.76 0.00 46STR 2B 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 0.95 3.5192 0.1466 0.1593 5.82 1.03 1.00 0.63 0.00 48STR 2B 10.0 0.26 0.78 0.200 1.30 0.00 t.30 0.0200 0.0200 2.0 0.0400 2.00000.81 2.4800 0.1033 0.1037 10.20 0.98 1.00 1.30 0.00 54 2B 8.0 0.18 0.81 0.145 0.94 O.DD 0.94 0.0250 0.0100 2.0 0.0833 8.3300 8.47 0.85 3.7592 0.1566 0.1431 7.85 1.02 1.00 0.94 0.00 68D 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 70 3B 8.0 0.26 0.61 D.161 1.05 O.DD 1.05 0.0200 0.0200 2.0 0.0833 4.1650 5.96 0.81 3.5192 0.1466 0.1388 7.82 1.02 1.00 1.05 0.00 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 m N � O ,y C O L d � J m w N U O> o O Q U U Q Q Q c C m s U♦ N V! rn W C c � all 0.06 0.82 0.047 0.31 0.00 D.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 0.27 0.81 0.218 1.42 0.00 1.42 0.0010 0.0500 2.0 0.0833 1.6660 6.60 8 3B 8.0 combined flow 1.4 0.14 0.309 2.83 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 0.09 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 0.25 0.83 0.206 1.34 0.00 1.34 0.0010 0.0500 2.0 0.0833 1.6660 6.46 20 2C 8.0 combined flow 1.3 0.14 a297 2.72 left 0.15 0.81 0.122 0.79 O.DD 0.79 0.0010 0.0500 2.0 0.0833 1.6660 5.30 right 0.04 0.81 0.036 0.24 0.00 0.24 0.0010 0.0500 2.0 0.0833 1.6660 3.37 22 2B 8.0 combined flow 1.0 0.11 0.249 2.28 all 0.23 0.86 0.195 1.27 0.00 1.27 0.0100 0.0200 2.0 0.0633 4.1650 7.29 24STR 2B 8.0 combined flow 1.3 0.13 0.286 6.55 all 0.30 0.80 0.240 1.56 0.00 1.56 0.0010 0.0500 2.0 0.0833 1.6660 6.84 26 3B 8.0 combined flow 1.6 0.15 0.329 3.01 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 0.16 0.89 0.139 0.90 0.00 0.90 0.0010 0.0500 2.0 0.0833 1.6660 5.57 44 3B 6.0 combined flow 0.9 0.12 0.259 2.37 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 2B 6.0 combined flow 0.4 0.06 0.138 1.27 left 0.17 0.81 0.138 0.90 0.00 0.90 0.0010 0.0300 2.0 0.0633 2.7767 7.65 right 0.00 0.81 0.003 0.02 0.00 0.02 0.0010 0.0300 2.0 0.0833 2.7767 1.77 52 2C 8.0 combined flow 0.9 0.11 0.230 3.51 left 0.05 0.81 0.036 0.24 0.00 0.24 0.0010 0.0500 2.0 0.0833 1.6660 3.38 right 0.12 0.81 0.097 0.63 0.00 0.63 0.0010 0.0500 2.0 0.0633 1.6660 4.87 52B 2C 8.0 combined flow 0.9 0.10 0.222 2.04 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 left 0.06 0.71 0.043 0.28 0.00 0.28 0.0010 0.0200 2.0 0.0633 4.1650 6.34 right 0.06 0.71 0.044 0.28 D.DD 0.28 0.0010 0.0200 2.0 0.0833 4.1650 6.40 60 2C 6.0 combined flow D.6 0.09 0.188 4.31 left 0.03 0.63 0.019 0.12 0.00 0.12 0.0010 0.0200 2.0 0.0833 4.1650 4.68 right 0.06 0.63 0.037 0.24 0.00 0.24 0.0010 0.0200 2.0 0.0833 4.1650 6.01 62STR 2C 6.0 combined flow 0.4 0.06 0.141 3.23 left 0.04 0.71 0.028 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0833 4.1650 5.45 right 0.06 0.71 0.043 0.28 0.00 0.28 0.0010 0.0200 2.0 0.0833 4.1650 6.35 64 2C 6.0 combined flow 0.5 0.08 0.166 3.80 left 0.04 0.71 0.028 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0633 4.1650 5.45 right 0.05 0.71 0.033 0.22 0.00 0.22 0.0010 0.0200 2.0 0.0633 4.1650 5.77 66 2C 6.0 combined flow 0.4 0.07 0.150 3.45 all 0.19 0.63 0.119 0.78 0.00 0.78 0.0100 0.0500 2.0 0.0633 1.6660 3.42 68STR 3B 8.0 combined flow 0.8 0.09 0.206 1.89 all 0.19 0.53 0.102 0.66 0.00 0.66 0.0100 0.0500 2.0 0.0833 1.6660 3.22 68BSTR 2B 6.0 combined flow 0.7 0.10 0.211 1.93 all 0.56 0.51 0.285 1.85 0.00 1.85 0.0010 0.0200 2.0 0.0633 4.1650 12.94 72STR 2B 12.0 combined flow 1.9 0.14 0.303 6.93 all 0.16 0.53 0.095 0.62 0.00 0.62 0.0010 0.0200 2.0 0.0633 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 0.0633 4.1650 10.93 76STR 2B 10.0 combined flow 1.2 0.11 0.246 5.83 all 0.12 0.52 0.064 0.42 0.00 0.42 0.0010 0.0200 2.0 0.0500 2.5000 Z41 78 3B 6.0 combined flow 0.4 0.07 0.155 3.56 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 Hyd 555 SIGHT LINE (TYP.) SIGHT HT. OBJ 3 5 555 SIGHT LINE (TYP.) SIGHT DISTAN E=415' // HT. F 550 HT. OF = — — 55n OBJ=3.5' r / — — — — — — — — — — — — — — — — — — — — — EXISTING GRADE (TYP. 545 545 EXISTING GRADE (TYP.) 542 1 1 1 1 542 N o 0 0 Oo m o s 1D O o It m M io 00 It 00 S w S m S 00 .t 00 S 00 �t Ol Y' 00 .t 00 .t m t 00 O OLM O V1 O to 14 Vl N V1 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+00 16+50 17+00 17+50 18+00 18+50 19+00 570 570 OF OBJ=3.5' 565 565 SIGHT LINE 0 S\GNT D SSPNCE' / 56o / / 560 , 555 SIGHT LINE (TYP.) T DISTA CE=4'i5' HT. OF / EXISTING GRADE / (TYP.) 555 Sl EYE=3.5' — HT. OF A — 550 = OBJ3�5' / � 550 545 -- — — — — — 545 542 EXISTING GRADE (TYP.) 542 I� 0 00 d' 0) �D Mj t0 I� ri lD N 00 Ql �t 01 d Ol d' �t �Y L!1 Ol L0I N Ln M Vl .t � V1 l6 � L!1 n Vl 6 V1 O l0 N lD M l0 vi v, �n vi Ln u, 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+00 16+50 17+00 17+50 18+00 18+50 SIGHT DISTANCE - HERITAGE HALL TO RIO 555 si SIGHT LINE (TYP.) SIGHT 555 OBJ=3.5 ANCE LINE (TYP.} 90 \\y SI HT DISTANCE=280' \ HT. OF � OBJ= 3-5 550 — _ 550 EYE=; EXISTING GRADE (TYP. PROPOSED GRADE (TYP.)—/ 545 545 542 542 �o �D , Ln a u ° a as ° ° o�+ °lt " Ln a° v00 Ln L 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 VERTICAL SCALE 5 0 2.5 5 10 20 1 INCH = 5 FEET HORIZONTAL SCALE 1 INCH = 50 FEET 555 SIGH SIGHT LINE (TYP.) 555 HT. OFSIGHT E=205 LINE (TYP. OBJ=3.5' SIGHT DISTA CE=280' HT. OF HT. OF OBJ=3 5' 550 EYE= . ' S50 J —� / 1 /— ✓ ---- ---J EXISTING GRADE (TYP. 1 EXISTING GRADE (TYP.) 545 545 542 542 W 01 lH O OOl N l0 O 00 O It M C. 00 O T ° Ln s L ° 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 SIGHT D 555 STANCE=28o' HT. OF OBJ=3.5' HT. OF 550 — YE= . ' 550 545 — EXISTING GRADE (TYP.) --- — — — — — --- 545 542 542 F O I� O �O O Nl ° ° a o a Ln o 0 a 10+00 10+50 11+00 11+50 12+00 12+50 13+00 555 SIGHT LINE (TYP.) 555 HT. OF SGHTDISTANC =280' EYE=3.5' - FIT. OF 550 550 -�, - - - --- 545 EXISTING GRADE (TYP.) 545 542 542 W 0 O 00 O 0l1 M N O O It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE -DRIVE AISLE EAST TO HERITAGE HALL COTT/R. (7tTLLINS�Z No. 35791 1�1 10/11/23 _Fo'�)r H z (n (n w z z z f O LU LU o (In a a 0 0 0 E U U p Z�2 U °O } Z > VI Ln z 06 O z z g o o Z F�1 o a a a H z o 0 L a uj .. Ln Ln > > w LU��> M M M N Lw lD N O .--i m00 L z Q J Zti M M LU C>7 N 4 I'—^ CY) V I W N J O O W N z 04 > LL w Lv LL J (n O w L9 LU O LLJ U Z -1 2: z _ Q W U LL LU Q F— Ul U) Z _ ® (7 LU LU0 LL U) JO LLJ ~ H� � LL Q LU 0 (D J O N I --I u � U U w O w d JOB NO. 202202 SCALE V. 1 "=5' H: 1 "=50' SHEET NO. 17 RIGHT LANE ROAD CLOSURE FOR MILL/OVERLAY (RIO ROAD) Page 6H-52 September 2019 September 2019 Page 6H-53 SHOULDER ROAD CLOSURE FOR TURNLANE/TAPER INSTALLATION (RIO ROAD) Page 6H-14 April2015 April 2015 Page 6H-15 Typical Traffic Control Right Lane Closure Operation on a Three -Lane Roadway (Figure TTC-22.2) xoTEfl Guidance: 1. The distance between signs should be 500'-800' where the pasted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less.' The distance of the beginning ofchannelizing device transition should be a minimum of500'and a maximum of800'. 2. The buffer space length should be as shown in Table 611--3 on Page 611--5 for the posted speed limit. 3. For locations with a high volume of left turning movements, the graphic NO LEFT TURN (R3-2) signs should be used within the closed lane. Option; 4. Where Right-4-Way or geometric conditions prevent use of 48" x 48" signs, 36" x 36" signs maybe used. Standard: 5. Taper length (L) shall be at the following: Taper Length L Speed Limit (mph) Lane Width Feet Remarks L=S'W/60 L--STvV/60 L=S'W/60 L=S'W/60 L=SW Speed Limit mph Lane Width Feet Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 50 450 500 550 1 600 L=SW 30 135 150 165 180 55 495 550 1 605 660 L= SW 35 185 205 225 245 60 540 600 660 720 L=SW 40 240 270 295 320 65 585 650 1 715 780 L=SW 45 405 450 495 540 70 630 700 1 770 840 L=SW Shifting Tapers - full lane width shifts on Limited Access Highways shall use a 750' shifting taper for posted speeds less than 65 mph and a 1000' shifting taper for posted speeds equal to or greater than 65 mph. For all other roadways % L should be used.2 Shoulder Taper = % L Minimum 6. Channelizing device spacing shall be at the following: Channelizing Device Spacing Location Spacing Speed Limit mph Location Spacing Speed Limit (mph) Location Spacing Speed Limit mph 0 -35 36 + 0 -35 36 + 1 0 -35 1 36 + Transition 20' 1 40' 1 Travelwa 40' 1 80' 1 *Construction Access 80' 1 120' 'Construction access spacing may be increased to this distance, but shall not exceed one access er Y< mile. 7. To prevent vehicles from entering into the buffer and activity areas', channelizing device spacing shall be a maximum of 20 on center. S. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one rotating amber light or high intensity amber flashing or oscillating' light shall be parked 80'- 120' in advance of the work crew in both directions of travel. When the posted speed limit is 45 mph or greater, the shadow vehicle shall be equipped with a truck -mounted attenuator (TMA).' 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 10. For long-term work zones existing conflicting pavement markings and markers shall be removed and temporary pavement markings and markers shall be installed per Figure TTC-60. Guidance: 11. When channelizing devices have the potential of leading vehicular traffic out of the intended traffic space, the channelizing devices should be extended a distance with 4 additional channelizing devices beyond the downstream end ofthe transition area as depicted.' 1: Revision 1- 4/1/2015 2: Revision 2 - 9/t/2019 Right Lane Closure Operation on a Three -Lane Roadway (Figure TTC-22.2) 1 310 33S Ot3H D3soTo L 310N 3xn 33S N31x30 C310N33SNIW.001,- Z 310N 336 CHANNELIZING DEVICE 20' MAXIMUM SPACING SEE NOTE 6 - R3-2 SEE NOTE 3 BUFFER 100' MIN 4 CHANNELIZING DEVICES + ,OOS 1laoa avow ON3 1: Revision 1-4/1/2015 2: Revision 2 - 9/1/2019 _ G20-2 (V) - 500' + 0 4 ° CHANNELIZING ° DEVICES 0 0 0 00 0 0 0T o O 0 0° o° L 0 0 16' o p SEE NOTE 1 �! +1-4R yg// / 80'- 120' SHADOW VEHICLE REQUIRED TMA REQUIREMENTS SEE NOTE 8 • SEE NOTE 2 0 16 O 0°0 \ p L °O / °o SEE NOTE 5 W1-4L O 0 0 SEE NOTE O 0 W9-3C 'T 00 SEE CENTER 0 NOTE 1 LANE O CLOSED f AHEAD ■ ROAD SEE Ni OTE WORK AHEAD W20-1 NOTE: CONTRACTOR TO COORDINATE WITH VDOT ON THE WORK HOURS OF OPERATION DURING THE RIGHT LANE CLOSURE ALONG RIO ROAD FOR THE MILL/OVERLAY WORK ALONG RIO ROAD. THE RIGHT SHOULDER CLOSURE MAY BE INSTALLED FOR A LONGER DURATION DURING THE FRONTAGE IMPROVEMENTS FOR THE DEVELOPMENT. ROAD CLOSURE DIVERSION FOR HERITAGE HALL ROAD (HERITAGE HALL PRIVATE ROAD) Page 614-94 September 2019 Typical Traffic Control Road Closure Operation with a Diversion (Figure TTC43.2) Guidance: 1. Sign spacing distance should be 500'--800' where the posted speed limit is greater than 45 mph, and35W- 500' where the posted speed limit is 45 mph or less. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the lane shift, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. option 3. Temporary traffic barriers, temporary asphalt median or temporary tubular markers may be used to separate opposing vehicular traffic based on guidance in Appendix A. 4. Long-term transvere rumble strips may be installed to enhance the work zone see Chapter 6F, Section 6F- 99 paragraph 12 and 13 for installation guidance and spacing_' Guidance: 5. The alignment should be designed as a reverse curve. The curved alignment should meet the design criteria contained in the AASHTO "Policy on the Geometric Design of Highways and Streets " (see Section IA.11) and Appendix A of the Road design manual Standard GS-10 should be used. Standard: 6. Devices similar to those depicted shall be placed for the opposite direction of traffic. 7. Appropriate impact attenuators or terminal end treatments shall be used to protect the end of longitudinal barriers if the barrier is terminated within the clear zone. 8. Channelizing device spacing shall be at the following: Channelizing Device Spacing Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0 -35 36 + 0 .35 36 + Transition 20' 40' Travelway 1 40' 180' 'Construction Access 80' 1 120' "Construction access spacing may be increased to this distance, but shall not exceed one access per''/< mile. 9. Pavement markings and markers no longer applicable to the traffic pattern of the roadway shall be removed or obliterated before any new traffic patterns are open to traffic (see Figure TTC-60). 10. The directional arrow (W1-6) shall be installed above the Type 3 railing.' Guidance: 11. Temporary barrier should be placed at a 45* angle to the travelway a sufficient distance beyond the Type 3 Barricade but before the workspace while providing equipment access to the workspace. 12. Ifthe tangent distance along the temporary diversion is more than 600feet, a Reverse Curve (WI-4 series) sign, left first, should be used instead of the Double Reverse Curve (W24-1) sign, and a second Reverse Curve sign, right first should be placed in advance of the second reverse curve back to the original alignment. 13. When tangent section of the diversion is more than 600 feet, and the diversion has sharp curves with recommended speeds of 30 mph or less, Reverse Turn (WI-3) signs, should be used. Standard: 14. Barrier panels 8 inches in width and 12 Inches in height shall be laced on to of the temporary P g P P Po Y concrete barrier, facing traffic, and spaced on 10" centers along the taper sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. Barrier delinators shall be spaced on 10' centers along the transition or taper sections and centered' in-between the barrier panels along the parrallel or tangent sections' approximately 24 inches up from the roadway surface. 2: Revision 2 - 9/1/2019 September 2019 Page 6H-95 Road Closure Operation with a Diversion (Figure TTC-43.2) CENTER LINE WI -BR LAPPROVED \ FIXED OBJECT ATTACHMENT, GUARDRAIL, & GUARDRAIL TERMINAL OPTIONAL LONG-TERM r TRANSVERSE RUMBLE STRIPS[_ SEE NOTE 4 i TYPE 3 BARRICADE e TWO-WAY PAVEMENT MARKERS 1 20' SPACING IN CURVED SECTIONS 40' SPACING IN TANGENT SECTIONS 1: Revision 1-4/1/2015 2: Revision 2-9/l/2019 G20-2 (V) 9soo'± e e ®W 1-6L OPTIONAL O TEMPORARY O WHITEEDGELINE O Sh 8'-TYPE 38ARRICADE -F3 IS W1-6R SEE NOTE 11 �FTRAFFIC BARRIER WITH BARRIER DELINEATORS AND PANELS SEE NOTES 11 & 14 p� Wt-6R SEE NOTE 11 8' -TYPE 3 BARRICADE mftk < W1-8L " SEE NOTES 13 & 14 e O 0 0 SEE ,°o e-i NOTE 1 W24-IL ®W13-1P SEE NOTE 1 woRK> W20-1 SEE AHEAD NOTE1 ROAD WORK W20-1 AHEAD xxzx cur W 16-VP3 Typical Traffic Control Stationary Operation on a Shoulder (Figure I'TC-4.1) _LS O Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5aR)'), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed and a RIGHT SHOULDER CLOSED (W21-5aR)r sign shall be added to that side. Guidance 2. Sign spacing should be 1300'4500' for Limited Access highways. For all other roadways, the sign spacing should be 50iY--800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Option: 3. The SHOULDER WORK (W21-5) sign on an intersecting, roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. 4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating- flashing, ort oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating Tights. Vehicle hazard warning signals can be used to supplement high -intensity am her rotating, flashing, or' oscillating, lights. 6. Taper length (L) and channelizing device spacing shall be at the following: Taper Length (L) Speed Llmit Lane Width (Feet) (mph) g 1 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 660 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access hi hwa s shall be 1000feet. Shoulder Taper = G L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0.35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80, Construction Access* 80, 120' * Spacing may be increased to this distance but shall not exceed one access per /4 mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7, The buffer space length shall be as shown in Table 6H-3 on Page 611-5 for the posted speed limit. S. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- 411/2015 2" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 5 21- A BASE COURSE COMPACTED SUBGRADE ASPHAL T PA VING - 20' WIDE NO SCALE TRAFFIC CONTROL FOR RIGHT SHOULDER CLOSURES AND RIGHT LANE CLOSURES - SEE DETAILS THIS SHEET. "RIG\SHOULDER CLOS\AHEAA SIGNS (W2i-SbR) "ROADWORK AHEAD" SIGN (W20-3.) 'RIGHT ST S OU��� LOSED AHEAD" SIGN (W22-5bR) AND/OR �"CENTER LANE CLOSED _ ' OA WORK AHEAD" AHEAD" W -3C SIGN (W20-3.) Stationary Operation on a Shoulder (Figure TTC-4.1) G20-2 (V) 500' ± 80'- 120' L SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 8 - -4 ILLUMINATED FLASHING AMBER (CAUTION MODE) • TYPE B OR C -SEE NOTE 7 • • O • SEE NOTE 6 • SEE NOTE 1 aos:o s cKr SNOUL LER J6 AeLAo 1 1 SEE NOTE 1 y� CHANNELIZING DEVICESSPACING ® SEE NOTE 6 SEE NOTE 2 alcxr� W21-5aR T SEE NOTE 1 SEE NOTE 2 f .16t W21-5bR SEE NOTE 2 f i� W20-1 GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. - - v O / j "E D ROAD 1 SIGN (G20-2) ..AARRf�OW' SIGN (Wi-8L P 9RR ICADE WITH O SIGN (W1.-6R) SIGN (W OSR) i SHOULDER WORK FOR DEMOLITION OF EXISTING CURB AND INSTALLATION OF UTILITIES AND TURNLANE/TAPER LANES Q AND MILL/OVERLAY ALONG RIGHT LANE �Z "RIGHT SHOULDER CLOSED" SIGN (W 23.-Sa R) AND/OR Wl-4L SIGN 8' TYPE 3 BARRICADE WITH SIGN (Wi-6R) "ARROW"_ SIGN (W1-8L) "END ROAD WORK", SIGN (G20-2) ;TEMP. D( 'YELLOW CENTERI TRAFFIC CONTROL FOR ROAD CLOSURE DIVERSION ALONG PRIVATE ROAD "ARROW" SIGN (Wi-8L) "DIVERSION" SIGN (W24-iL) & 1120 MPH SIGN" SIGN (WaaP) "ROAD WORK AHEAD" SIGN (W20-1) "ROAD WORK AHEAD" SIGN (W20-1) & "22o FEET" SIGN (Wi6-VP3" 400 No. 35791 1�:, 11/8/23 1,`U`% I- Z H IN- 2: F- Z Z Z g Z LU a O O ~ O �• U U 0 U Z z z V) to C6 O Z z :5U U Z U H O O V / •� H " ~ w w w w Uj Uj Z to to a to oC > > w > U�j/ uj 5 Irdm LU � in W M 'C") M N M N M N ~ � Za N O W CD N r 1 00 ,--I L z Q ZT_ J co crj LU CS7 N � V W N J o Q rn W" z_ N > ILL Z J 1 J r® > LLI 0 w Q W 1 Q C) LLI0 U) J� 0 ~- l J � 1°C Q W O(3 J C) J N 1�-q U > U V u, JOB NO. 202202 SCALE 1 "=100' SHEET NO. 18 F INTE CONNE( U CONCEPT GRAPHICS SCHEDULE PARKING LOT AND VEHICULAR CIRCULATION AREA TAKEOFF: 127,106 SF INTERIOR PARKING LOT AREA TAKEOFF: 9,181 SF LANDSCAPE NOTES: TREE PROTECTION FENCING �i EXISTING TREE LIMITS PROPOSED TREE LIMITS o .p ONSITE LANDSCAPE SCHEDULE KEY QTY. I CAT. BOTANICAL NAME COMMON NAME CAL / HT. CONT. I CANOPY I TOTAL CANOPY SHADE TREES ACFR 11 LARGE ACER X FREEMAN II 'JEFFERSRED' AUTUMN BLAZE MAPLE 32" B+g 397 4367 ISLET 12 LARGE GLEDITSIATRIACANTHOS INERMIS THORNLESS HONEYLOCUST 32" B+g 424 5088 LIQS 13 LARGE LIQUIDAMBARSTYRACIFLUA SWEET GUM 32" B+g 249 4077 PLAC 14 LARGE PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 32" B+g 1253 17542 PLOC 9 LARGE PLATANUSOCCIDENTALIS SYCAMORE 32" B+g 453 4077 QUEP 40 LARGE QUERCUS PHELLOS WILLOW OAK 32„ B+g 370 14800 QURU 1 71 LARGE QUERCUS RUBRA NORTHERN RED OAK 32„ B+g 1 4241 2968 SUBTOTAL 1 1061 SUBTOTALl 52919 ORNAMENTAL TREES AMGA 8 SMALL AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 2.. _ 1 4„ / 8- B+g 130 1040 COFR 1 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1 2° _ 1 4„ / 8' B+g 124 124 SUBTOTAL 9 SUBTOTAL 1164 EVERGREEN SHRUBS ABMG 5 NA ABELIA X MARDI GRAS MARDI GRAS ABELIA 18-24" HT. #3 CAN 0 0 AGKA 7 NA ABELIA X GRAND IFLORA WALEIDOSCOPE' KALEIDOSCOPE GLOSSY ABELIA 18-24" HT. #3 CAN 14 98 OHGO 6 NA OSMANTHUS HETEROPHYLLUS'GOSHIKI' GOSHIKI HOLLY OLIVE 18-24" HT. #3 CAN 99 594 PLOL 61 NA PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 610 RHEV 54 NA RHODODENDRON X ROBLEV AUTUMN IVORY ENCORE AZALEA 18-24" HT. #3 CAN 0 0 SARU 5 NA SARCOCOCCA HUMILIS SWEETBOX 18-24" HT. #3 CAN 10 50 SUBTOTAL 1381 SUBTOTAL 1352 SUBTOTAL 1 253 TOTAL 55435 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. llwalill�- • 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM KEY MAP - � � A - - kTTHEW V. CLARK lic. No. 952 08/25/2023 << SEAL CONSTRUCTION PROJF T 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: = HORZ: 1 V40' 0 20' 40' 80' SPET TITL= PLANTING REFERENCE PLAN 8/28/2023 7:03 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\LA\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24' X W Sh EET NUMBC i L100 PLANT SCHEDULE WEST LariMVi V e 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM ORNAMENTAL TREES CODE QTY BOTANICAL / COMMON NAME R-COFR 1 CORNUS FLORIDA'APPALACHIAN SPRING' / APPALACHIAN SPRING DOGWOOD STREET TREES CODE QTY BOTANICAL / COMMON NAME + ( SR-QUEP 12 QUERCUS PHELLOS / WILLOW OAK LARGE CANOPY TREES CODE P G0+ a ° (1) P-GLET + 0> 1 / / / n °s teE l� / i ° o �5q1 • f!�° / / EVERGREEN SHRUB P-QURU 541at / 'te5 b by (1) P-QURU 4.1 o� �� (1) P-QURU' 1 / I� 395 EP rp2co ............. . Z • qP� 1 I Sax. EP // °: 117 O fr' 6 �f. 5qy 35E \� ` ? .°a:: ___' •. 54xs, �� 5p915 ;p O DECIDUOUS SHRUB Z ^ / (1) P-QURU 541 N c ' • .l 540.00 .... (1) P-GLET jMP kS�EST 5o5R\O RO 6O PL. P-GLET QTY BOTANICAL / COMMON NAME 8 GLEDITSIA TRIACANTHOS INERMIS / THORNLESS HONEY LOCUST R-PLOC 9 PLATANUS OCCIDENTALIS / AMERICAN PLANE TREE (SYCAMORE) R-PLAC 6 PLATANUS X ACERIFOLIA'BLOODGOOD' / BLOODGOOD LONDON PLANE TREE P-QURU 7 QUERCUS RUBRA / RED OAK CODE QTY BOTANICAL / COMMON NAME R-ABMG 4 ABELIA X'MARDI GRAS' / MARDI GRAS ABELIA R-AGKA 7 ABELIA X GRAND IFLORA'KALEIDOSCOPE' / KALEIDOSCOPE GLOSSY ABELIA R-OHGO 1 OSMANTHUS H ETEROPHYLLUS 'GOSH I KI'/ GOSHIKI HOLLY OLIVE ST-PLOL 14 PRUNUS LAUROCERASUS'OTTO LUYKEN' / OTTO LUYKEN ENGLISH LAUREL SR-PLOL 7 PRUNUS LAUROCERASUS'OTTO LUYKEN' / OTTO LUYKEN ENGLISH LAUREL ST-RHEV 22 RHODODENDRON X'ROBLEV' TM / AUTUMN IVORY ENCORE AZALEA R-SARU 2 SARCOCOCCA HUMILIS / SWEETBOX CODE QTY BOTANICAL / COMMON NAME R-IVRS 14 ILEX VERTICILLATA'RED SPRITE' / RED SPRITE WINTERBERRY 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 - � � A - - kTTHEW V. CLARK lic. No. 952 08/25/2023 << SEAL NOT FOR CONSTRUCTION FROJF T 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: = HORZ: 1 V30' 0 15' 30' 60' SHEET TITLE PLANTING PLAN 8/28/20237:03 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\LA\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24' X: SHEET NIJMBC i L101 (1) R-LIQS 4CFR ;FR 912 E PLANT SCHEDULE EAST ORNAMENTALTREES -0 STREET TREES 0+ 0 EVERGREEN LARGE CANOPY TREES D G EVERGREEN SHRUB 0 O CODE QTY BOTANICAL / COMMON NAME P-AMGA 8 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' / AUTUMN BRILLIANCE APPLE SERVICEBERRY CODE QTY BOTANICAL / COMMON NAME SR-QUEP 11 QUERCUS PHELLOS / WILLOW OAK ST-QUEP CODE R-JVES CODE P-ACFR P-GLET R-LIQS R-PLAC CODE R-ABMG R-OHGO ST-PLOL SR-PLOL ST-RHEV R-RHEX R-SARU 17 QUERCUS PHELLOS / WILLOW OAK QTY BOTANICAL / COMMON NAME 1 JUNIPERUS VIRGIN IANA'CORCORCOR' TM / EMERALD SENTINEL EASTERN REDCEDAR QTY BOTANICAL / COMMON NAME 11 ACER X FREEMAN II 'JEFFERSRED' TM / AUTUMN BLAZE FREEMAN MAPLE 4 GLEDITSIA TRIACANTHOS INERMIS / THORNLESS HONEY LOCUST 13 LIQUIDAMBAR STYRACIFLUA / SWEET GUM 8 PLATANUS X ACERIFOLIA'BLOODGOOD' / BLOODGOOD LONDON PLANE TREE QTY BOTANICAL / COMMON NAME 1 ABELIA X'MARDI GRAS' / MARDI GRAS ABELIA 5 OSMANTHUS H ETEROPHYLLUS 'GOSH I KI'/ GOSHIKI HOLLY OLIVE 27 PRUNUS LAUROCERASUS'OTTO LUYKEN' / OTTO LUYKEN ENGLISH LAUREL 13 PRUNUS LAUROCERASUS'OTTO LUYKEN' / OTTO LUYKEN ENGLISH LAUREL 22 RHODODENDRON X'ROBLEV' TM / AUTUMN IVORY ENCORE AZALEA 10 3 DECIDUOUS SHRUB CODE QTY R-IVJD 2 RHODODENDRON X'ROBLEXTM / AUTUMN LILY ENCORE AZALEA SARCOCOCCA HUMILIS / SWEETBOX BOTANICAL / COMMON NAME ILEX VERTICILLATA'JIM DANDY' / JIM DANDY WINTERBERRY 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. LariMVi V e 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM KEY MAP - � � A - - kTTHEW V. CLARK lic. No. 952 08/25/2023 << SEAL NOT FOR CONSTRUCTION FROJF T 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: = HORZ: 1 V30' 0 15' 30' 60' SHEET TITLE PLANTING PLAN 8/28/2023 T04 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\LA\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24' X 36 SHEET NIJMBC i L 102 v LANDSCAPE NOTES: PARKING LOT AND VEHICULAR CIRCULATION AREA INTERIOR PARKING LOT AREA Z,✓�`�w''� INTERIOR PARKING LOT TREES 000 LANDSCAPING ALONG STREETS ONSITE LANDSCAPE SCHEDULE KEY QTY. CAT. BOTANICAL NAME COMMON NAME CAL / HT. I CONT. I CANOPY TOTAL CANOPY SHADE TREES ACFR 11 LARGE ACER X FREEMAN I I 'JEFFERSRED' AUTUMN BLAZE MAPLE 3 1- B+B 397 4367 GLET 12 LARGE GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 3 1- B+B 424 5088 LIQS 13 LARGE LIQUIDAMBAR STYRACIFLUA SWEET GUM 3 1- B+B 249 4077 PLAC 14 LARGE PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANETREE 3 1- B+B 1253 17542 PLOC 9 LARGE PLATANUS OCCIDENTALIS SYCAMORE 3 1 B+B 453 4077 QUEP 40 LARGE QUERCUS PHELLOS WILLOW OAK 3 B+B 370 14800 QURU 7 LARGE QUERCUS RUBRA NORTHERN RED OAK 3 B+B 424 2968 SUBTOTAL 106 SUBTOTAL 52919 ORNAMENTALTREES AMGA 8 SMALL AMELANCHIER X GRAND IFLORA'AUTUMN BRILLANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 1" - 1 a" / 8' B+B 130 1040 COFR 1 SMALL CORNUS FLORIDA'APPALACHIAN SPRING' APPALACHIAN SPRING FLOWERING DOGWOOD 1 1" _ 1 a" / 8- B+B 124 124 SUBTOTAL 9 SUBTOTAL 1164 EVERGREEN SHRUBS ABMG 5 NA ABELIA X MARDI GRAS MARDI GRAS ABELIA 18-24" HT. #3 CAN 0 0 AGKA 7 NA ABELIA X GRANDIFLORA'KALEIDOSCOPE' KALEIDOSCOPE GLOSSY ABELIA 18-24" HT. #3 CAN 14 98 OHGO 6 NA OSMANTHUS HETEROPHYLLUS'GOSHIKI' GOSHIKI HOLLY OLIVE 18-24" HT. #3 CAN 99 594 PLOL 61 NA PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 18-24" HT. #3 CAN 10 610 RHEV 54 NA RHODODENDRON X ROBLEV AUTUMN IVORY ENCORE AZALEA 18-24" HT. #3 CAN 0 0 SARU 5 NA SARCOCOCCA HUMILIS SWEETBOX 18-24" HT. #3 CAN 10 50 SUBTOTAL 1381 SUBTOTAL 1352 SUBTOTAL 1 253 TOTAL 55435 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 *85 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 SMALL TREE 0 0 0 0 TOTAL 0 23 23 23 100 DECIDUOUS SHRUB 0 0 0 0 0 EVERGREEN SHRUB 01 851 100 TOTAL 1 85 1 0 0 100 "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 131,608 SF AND 374 SPACES PARKING LOT LANDSCAPE REQUIREMENT 5% DESCRIPTION REQUIRED PROVIDED PARKING LOT LANDSCAPE AREA 127,106 X 5% 6355 9181 SF (7.22%) TREES (1/10) X 374 SPACES 37 39 TYPES DESCRIPTION EXISTING PROPOSED TOTAL EACH TOTAL QTY PERCENT DECIDUOUS LARGE TREE 0 29 29 38 76 100 MEDIUM TREE 0 0 0 0 SMALL TREE 0 9 9 24 EVERGREEN LARGE TREE 0 0 0 0 0 0 MEDIUM TREE 0 0 0 0 SMALLTREE 0 0 0 0 TOTAL 0 38 38 38 100 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 55,435 SF 1.27 AC TOTAL CANOPY PROVIDED 55,435 SF (15.46%) 1.27 AC LariMV V e 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM KEY MAP - � � A - - kTTHEW V. CLARK lic. No. 952 08/25/2023 << SEAL NOT FOR CONSTRUCTION PROJFOT 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: = HORZ: 1 V30' 0 15' 30' 60' SHEET TITLE 8/28/2023 T04 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\LA\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24' X 36' LANDSCAPE COMPLIANCE SI-LLT NUMBC i L103 Lan&)e .. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 WWW.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 240°, BERM SHALL BEGIN AT ROOT BALL PERIPHERY BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL 1 :) TREE PLANTING 4 L104 SECTION 3/8" = 1'-0" L104 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 1E SOIL TO REDUCE THE IMPACTION TO THE AREA AND =PTH SHOWN BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL 3/8" = 1'-0" 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 9 3X ROOTBALL .1 SHRUB PLANTING ON SLOPE SECTION SPACING ��+ +nG+ 3a o= + + + + + + + + I_1 � Y �9 ]_NI I ► [SIN : /_1:i I 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 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 15" O.C. 13.00" O.C. 0.73 18" 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'-0" 3/4" = 1'-0" 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 - - ,, v. k'1TIIEW V. CLARK lie. No. 952 08/25/2023 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: AS NOTED SHEET TITLE SECTION 3/4" = 1'-0" 8/24120237. 53 PM DAPHNE BRICE ZATEMPLATES\SHEETS\CD SHEETS\LA\SHEET-24X36EWT ORIGINAL SHEET SIZE. 24' X 36 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. B. 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 DRIP LINE SNOW FENCE BOARD FENCE FENCING AND ARMORING ENCE CORRECT METHODS OF TREE FENCING .A CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE 3.38 Source: Va. DSWC Plate 3.38-2 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 an Landscape Plans (handbook, pp III-284-111-297 for complete specifications) 1. The folloameitems shall be shown on the plan: Z) Treestobesaved; El Limits of clearing (outside doll ns of trees to be saved); ® Locationand type ofproteotive fencing; LI Grade changes requiring tree wells or walls; 63 Proposed trenching or name]ing beyond the limits of clearing. 2. Markham: ID All trees to be saved shall be marked with print orribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. PreConstruRion Conference: ZI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: U Heavy equipment, vehicular traffic and storage of const adion materials including soil shall not be permitted within the driplines of frees to be saved. 5. Sot Erosion aad Storgmamr Emmaus. Devices: Ll Such devices shall not adversely affect trees to be saved. 6. Fires: U Firm are not pemdited within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: EI Toxic materials shall not be stored within 100 feet ofthe ddpline oftrees to be saved. S. Protective Fencing: ZI Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. LI Foaming shall be in place and shall be inspected and approved by a County Inspectorprior to grading or construction- 9. Tree Wells: EI When the ground level most be raised within the dripline of a tree to be saved, a has well shall be provided and a construction detail submitted for approval. 10. Tree Wags: 13 When the ground level must be lowered within the dripline a has to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Formation, IL I When trenching is required within the limits of clearing, it shall be done as far away from the trunks oftmes as possible. Treading under a large tree shall be considered m an alternative when it is anticipated that necessary trenching will destroy feederroots. 12. Cl ® Protective fencing shall be the last items removed during the final cleanup. 13. Disused Trees: 0 Damage trees shall be treated immediately by pruning, ferkliestion or other methods recommendedby atree specialist NOTE: IT ISE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 01/06/2022 CONTRACT PURCHASER SIGNATURE (DATE) 511106 Page 1 of 1 LariMVi V e 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM KEY MAP - -A_ A _ - kTTHEW V. CLARK lic. No. 952 08/25/2023 SEAL NOT FOR CONSTRUCTION PROJFCT 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 8/24/2023 7:53 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\LASHEET-24MI DWr ORIGINAL SHEET SIZE: 24' X 36' LANDSCAPE NOTES SI-EET NUMBS-, L105 I�a S v � 1 BENCH L106 PRECEDENT 2 �) WASTE RECEPTACLE L106 PRECEDENT fWA NTS NTS tee.= -4 BIKE RACK OUTDOOR KITCHEN/DINING AREA L106 PRECEDENT NTS L106 PRECEDENT NTS _5 PAVING L106 PRECEDENT L106 )PRECEDENT NTS NTS g LAWN L106 PRECEDENT 8 �) FIRE LOUNGE AREA L106 PRECEDENT NTS 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. LandDesign. 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 WWW.LANDDESIGN.COM KEY MAP - - a k'1" IIEW V. CLARK lie. No. 952 08/25/2023 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 LANDSCAPE SITE DETAILS SHEET NUMBER L 106 8/24120237. 54 PM DAPHNE BRICE ZATEMPLATES\SHEETS\CD SHEETS\LA\SHEET-24X36DWT ORIGINAL SHEET SIZE. 24' X3 1 CLUBHOUSE AMENITY SPACE L107 PLAN 1" = 20' SECONDARY AMENITY SPACE PLAN '�w Rn 61 P DOG LAWN OUTDOOR KITCHEN/ DINING AREA, SEE 7/L106 FLEXIBLE LAWN, SEE 81106 ill =20' LariMV V e 200 S. PEYTON STREET ALEXANDRIA, VA 22314 703.549.7784 W W W.LANDDESIGN.COM KEY MAP - � � A - - kTTHEW V. CLARK lic. No. 952 08/25/2023 << SEAL NOT FOR CONSTRUCTION PROJF T 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: 1 IA "= HORZ: 1 "=20' 0 10, 20' 40' SHEET TITLE 8/24/2023 7:55 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS1A\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24' X 36 AMENITY SPACES SHEET NIJMBE i L107 Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number Lumens Light Loss Wattage Distribution Lamps Per Lamp Factor 4 American Electric ATBO P202 RE 3K Autobahn Small P202 Package Roadway 1 6988 1.0 98 TYPE VS, BUG RATING: S1 Lighting Type V 3000K B3-UO-G2 American Elechic ATBO P202 R4 3K Autobahn Small P202 Package Roadway 1 6749 1.0 49 TYPE IV, MEDIUM, BUG S2 30 Lighting Type IV 3000K RATING: B1 - UO- G2 3ywatf American Electric 247CL P102 XXXX 30K 247CL American Revolution LED Full Cutoff, 1 3252 1.0 30.0064 TYPE VS, BUG RATING: 3NL S3 26 Lighting RE P102 Performance Package, 3000K CCT, RE B3-UO-Gt Distribution, POWER DESIGN WSR LED P2 30K SR2 WSR POWER DESIGN RESOURCES LED 1 2943 1.0 29.0 TYPE II, BUG RATING: � U7-WP 26 RESOURCES FULL CUT OFF, 3000K CCT, BLACK FINISH I Statistics Description Symbol Avg Marx Min Max(Min Avg/Min ENTIRE CALCULATIONS + 0.5 fc 3.0 fc 0.0 fc N/A N/A PARKING AND DRIVE X 1.2 fc 3.0 fc 0.2 fc 15.0:1 6.0:1 LIGHTING PROJECT NOTES: i. THE FIXTURE COLOR FOR ALL LIGHTING FIXTURES SHALL BE BLACK. 2. THE MOUNTING HEIGHT FOR ALL LIGHTING FIXTURES IS i8'. THE MAXIMUM HEIGHT OF ALL FIXTURES SHALL NOT EXCEED 20', INCLUDING THE HEIGHT OF THE CONCRETE BASE. 3. EACH OUTDOOR LUMIAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. o. +0.01 0.0 o.o +0.0 +o.o +o.o 4. SEE PLAN SHEET FOR LIGHT FIXTURES WITH ADDITIONAL SHIELDS ALONG THE +o.o o.o +o.o +o.o +o.o + +o.o 0.0 0.0 +0.0 PERIMETER BOUNDARY LINE TO ENSURE SPILLOVER DOES NOT EXCEED 0.5 FOOTCANDLES ATTHE PROPERTY LINE. .-e:o-0.0 0.0 0 -­D10 -0.0 0.0 0.0 +0.0 + . _dos+ . + o + -0. 0.0 0.0 0.0 + +I +.0 0.0+0.0+0.0�.0+ +0.0 0.0 0.0 +0.0+ ++ .0 0.0 0.0+0�0. + +.0 0.0 DD DD +0.0 0.0 +0 &0'�0 +OD OD OD 0. .0 0.0 0.0 +0.0 +0.0 . +0.0 0.0 +0.0 +0.0 +0.0 +0.0 + + .0 r0.0 +0.0 +0.0 O.r� +OD OD+OD+0.0+0. +. +.0 0.0 OD+OD +0.0+ . +0.0 0.0 0D+0.0+0. + 0.0 0.0 0.0 0.0 0.0 0.0 0. N.O OD 0.0�. 0.0 0.0 0.00.0 0.0 0.0 0;. 0.0 0.0 0.0 00 0.0 O +0.0'. '.0 '0.0 +0.0+0. + +.0 +0.0 +OD '0. -� +. '.0 '0. '. '0.1 }0.0-&0`-$ifs 00�0:0 .0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0. .0 0.0 0.0 .00.'0-0 _ 0.0 0.0 0.0 O.0 O.0 O.0 0:T _ 0.0 00 00 f1.0 DII 0 0.1 0.1 0 0. 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The design is the result of calculations made using Visual lighting application software hotometridradiometric data measured in a laboratory, and certain computational PP 9 P 9 9 9• 9 9 P P P rP R Y ty R P safety 9 9 9 9 PP •P ty• P and modeling assumptions. Farfieldphotometridradiometdc data may have been used to perform one or more calculations. Photometridradiometdc data is typically collected under farfieldmeasurement conditions; farfielddata is not generally representative of near -field geometric conditions. When using farfieldphoto metrid radiometric data, the Visual software applies certain generalizing assumptions to approximate near field performance. These approximations may resuft in significant inaccuracies in individual calculated luminous and/or radiant ower quantifies in areas where a source is in close proximity to a articular surface or int. Pe PP Y 9 P e P ty P W The modeling of radiant Flux exchange used in the Usual software requires a uniform exitance across each reflecting surface. The Usual software approximates the uniform surface exltance condition by adaptively subdividing surfaces with non -uniform exitances into subsurfaces with sufficiently uniform exilance gradients. Practical restrictions, due to computer hardware limitatlons, may prevent the subdivision procedure from subdividing surfaces with high exitance gradients into subsurfaces with sufficiently uniform exitance gradients, introducing potential discretization error into calculated values. Calculations performed b the Visual software assume that all reflected flux is reflected in a perfectly diffuse Lambertian and spectrally uniform manner across Me spectral range being analyzed. If actual reflectance characteristics differ from these assumptions, observed luminous and/or radiant over quantifies may differ from predicted quantifies. Pe Y P ty ( ) P Y P 9 9 Yz P P q Y P As a result of the coca utational limitations and simplifyingmodelin assumptions described above and/or variations in actual product erfortfrance from tested product samples, the occurs of calculated output values identifying Expected radiometric quantities and an resulting derived radiation dose calculations may be adverse) affected. P 9 P P P P P accuracy tp M 9 Pe q Y 9 Y Y 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 infornation provided or if typical assumptions made about the depicted physical space are not appropriate for the s ce. Furthermore actual field performance may differ from erfornance calculated using laboratory measurements as the result of miscalculations related to deficiencies in the intormation provided about the physical space, d degradation factors in the end- user environment (including, but not limited P ryP P P P el PaPa P Y P 9 ty P P Ye9 ( e to, voltage variation and dirt accumulation), or other possible variations in field conditions. Finally, lamp lumen depredation and/or depreciation in lamp radiant intensity may result in performance overtime that tliftemfrom pertortnance calculated using new lamp. Light loss factors may have been used in the application design to estimate such depreciation, butflaws 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 Engineers) 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 His application design. American Revolution Full Cutoff LED Series 247CL %Caton: APP� Stmatecapes Walkways Pertinent Parks SA c 119 W9wo IB.011g11� EA N01 e4eweP pEW4ry (®AI iM EPA for ae AmerlEen ABwYhon $BrIB9 m b IR Eq. R A Rtlam Wl M.$IhA Features: • Colonial LED lament, replaces up m 250W HID models for greet and area lighting applications • Fifteen(151 LED performance packages delivenluhards right amount of light for any than application up to 93M lumens • Available in colortempscmre choices of 27001k, 3000K and 4000K • Four fill distinct light distribution options provide design flexibility, available in Type 11, Type III, Type IV, and Type V • Die-cast aluminum housing, engineered for=My lNelonA performance • Luminaire is rated for 3A vibration per ANSI C136.31 • Die -seat aluminum hand features a bigger latch fnl option and captive thumb screws for fast, easy electrical and optical chamber access • Standard paint finish is smooth floor • Housing is tenon pole-moumedand designed for use whin armllby2-yrm r diameter tenon, and secured by three set screws • Rapid LED and driver life greater than 10Q000 boom at WC • Surge promotion device standars exceeds ANSI EEE C6841-2002 Category rg P P C High fOkp ion exceeds and ANSI EE 6.2-201 500,41-2 Enhanced ry C Haigh T A NSI Option exceeds ANSI/IEEE C62A1-2902 Category C High DOkV/10kA) and ANSI C1362 2015 Extreme (2gkV/10kA) • Equipped with LED electronic 0-1011 dimmable driver with DALI driver option Standards; • Complies when all applicable ANSI CIA standards. • CSAlsted and suitable for upon WE ambient • OesignUghts COnwalum (DLC)gadllfiedp.duct Nmellversionsofthis ,.duct maybe DLC qualified Please checkthe ULC Qualified P.docb listen www des'onl'ahW orolDPLto confirm which versions are quelNied. 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LEADER IN LIGHTING SOI.1,71I AnWculty8rands Compen y W U NO LL NO LL Designer ARNEL UY Date 5/1/2023 Scale AS SHOWN Drawing No. 225967-0 Al 1 of 1