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HomeMy WebLinkAboutSDP202200010 Plan - Approved 2022-04-14GENERAL NOTES TMP04600-Do-oo-028A1 APPROVED I=PS: BROOKHILL TOWN CENTER LLC SILLET by the Albemarle County CHARL TTEND CHARLOTTESVILLE, VA zzgoz DEVELOPER: RIVERBENDDEVELOPMENT Community Development Department 4SS SECOND STREET SE, SUITE 2o1 CHARLOTTESVILLE,VA 22902 Date April 14, 2022 ENGINEER: COLLINS ENGINEERING F�Ip •lj �`OP2�220��1� File 1'F zoo GARRETT ST, SUITE K CHARLOTTESVILLE,VA zzgoz Application Type Initial Site Plan TAX MAP: 04600-oo-o0-o28A2 DB. 5659, PG-394 Lead Reviewer: Cameron Langille 20.72 ACRES (BLOCK 1C = 3.65 ACRES & BLOCK, iD = i7.o6 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2o2800022 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON )UL i7,2oig) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA2oi500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY DISTRICT (EC), AIRPORT IMPACT OVERLAY DISTRICT (AIA), AND PRESERVED SLOPES & MANAGED SLOPES OVERLAY DISTRICT SUBJECT TO CONDITIONS OF SP2oiS0002S SUBJECT TO PROFFERS OF ZMA2oi8000i2 TOTAL PROJECT AREA: VILLAGE CENTER INCLUDES BLOCK i, BLOCK 2, BLOCK 3, & A PORTION OF BLOCK 4 (AS SHOWN IN THE CODE OF DEVELOPMENT). THIS AREA INCLUDED GREENWAY IN BLOCK. 4 THAT HAS ALREADY BE SUBDIVIDED FOR DEDICATION TO ALBEMARLE COUNTY. TOTAL ACREAGE PER COD: TOTAL PROPOSED ACREAGE: BLOCK 1-12.o ACRES BLOCK 1-13.49 ACRES (12.4%INCREASE IN BLOCK SIZE) BLOCK 2.6.3 ACRES BLOCK 2.7.03 ACRES (11,6%INCREASE IN BLOCK SIZE) BLOCK 3 - 5.8 ACRES BLOCK 3 - 5.22 ACRES (io.o%DECREASE IN BLOCK SIZE) BLOCK 4(PORTION OF) -6.58ACRES BLOCK 4(PORTION OF) -6.05ACRES (PREVIOUSLY PLATTED) 8.1%DECREASE BLOCK 5 (GREENWAY) - 22.3 ACRES BLOCK 5(GREENWAY)-togs ACRES (PREVIOUSLY PLATTED) 12.5% INCREASE TOTAL ACREAGE = 42.98 ACRES TOTAL ACREAGE = 42.54 ACRES TOTAL PROPOSED ACREAGE PER PHASES OF THE VILLAGE CENTER: BLOCK iA - 1.24 AC (TMP46-1985) BLOCK aB - 6.79 AC (TMP 46-i9B6) BLOCK 1C - 3.65 AC (PORTION OF TMP 46-iBAi) BLOCK 3D -17.o6 AC (PORTION OF TMP 46a8Ai) BLOCK 4 (PORTION OF) & BLOCK S GREENWAY DEDICATION = 23.8o ACRES (NOW PART OF TMP46.29B9) TOTAL PROPOSED ACREAGE PER PHASES = 42.S4 ACRES PROPOSED USE: BLOCK 1A: 32 MULTI -FAMILY RESIDENTIAL UNRS BLOCK 26: 22o MULTI -FAMILY RESIDENTIAL UNITS WITH COMMERCIAL SPACE AND ICE RINK BUILDING BUILDING 01: (30) ONE BEDROOM UNITS AND (38) TWO OR MORE BEDROOM UNITS BUILDING M2: 00) ONE BEDROOM UNITS AND (36) TWO OR MORE BEDROOM UNITS • COMMERCIAL SPACE (2,65o So BUILDING 93:04) ONE BEDROOM UNITS AND (42) TWO OR MORE BEDROOM UNITS BLOCK 2C: 2 STORY COMMERCIAL BUILDING (2o,000 so BLOCK iD: (THIS PHASE OF DEVELOPMENT) 6o,000 SF OF COMMERCIAL OFFICE SPACE, 40,000 SF OF COMMERCIAL RETAIL I RESTAURANTS, io,000 SF RESTAURANT, 30,01>0 SF FITNESS CENTER, 16,000 POOL AND COMMUNITY BUILDING, & 60,800 SF HOTEL WITH izo BEDROOMS BLULi. CLASSIFICATION: BLOCK 2: NEIGHBORHOOD SERVICE CENTER BLOCKS 2-4: URBAN DENSITY ALLOWABLE NON-RESIDENTIAL SF: 5o,000 sf (MINIMUM) To 230,ODo sf (MAXIMUM) PROPOSED NON-RESIDENTIAL SF: BLOCK:LC: 2o,000 SF OF COMMERCIAL OFFICE SPACE BLOCK 2D: 6o,000 sSFOF COMMERCIAL OFFICE SPACE 40,000 SF OF COFMERCIAL RETAIL 1 RESTAURANTS 20,000 SF RESTAURANT 30,ODO SF FITNESS CENTER 16,000 POOL AND COMMUNITY BUILDING 6o,800 SF 140TEL WITH 22o BEDROOMS TOTAL NON-RESIDENTIAL SF: 130,000 SF (BLOCK 1C & 2D) (NOTE: THE 30,000 SF OF FITNESS SPACE, 26,000 POOLICOMMUNITY CENTER, & 6o,800 SF HOTEL DO NOT COUNT AGAJNST THE ALLOWABLE COMMERCIAL SQ.FT. PER THE CODE OF DEVELOPMENT FOR BROOKHILL) REQUIRED OPEN SPACE (BLOCKS I-3): CIVIC/PARKS=I.2AC GREENWAY=DAC OPENSPACE=o.oAC BUFFER=o.oAC TOTAL OPEN SPACE REQUIRED - 2.2o AC OPEN SPACED PROVIDED: GREENWAY AREA ALREADY DEDICATED TO ALBEMARLE COUNTY. (DB. 5522, PG. 282) - TOTAL AREA BETWEEN BLOCKS I-S =13.8 ACRES _ 2.11 ACRES OF OPEN SPACE (RECREATIONAL AREA) PROVIDED WITH THIS INITIAL SITE PLAN (BLOCK 2D)-12.37% BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (6o' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACK A MINIMUM OF 25 FEET AFTER THE 3RD STORY OR PROVIDE A MINIMUM 75 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. SETBACKS: BLOCK 2: BLOCK 2 THROUGH BLOCK 4: FRONT: NO MINIMUM AND 30' MAXIMUM S' MINIMUM & 2S' MAXIMUM PORCHES: NO MINIMUM & NO MAXIMUM 4' MINIMUM & 25' MAXIMUM SIDE: NO MINIMUM AND NO MAXIMUM 5' MINIMUM & NO MAXIMUM SIDE (CORNER LOT): S' MINIIAUM AND NO MAXIMUM S' MINIMUM & NO MAXIMUM REAR: S'MINIMUM AND NO MAXIMUM 1o'MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO z FROM THE COD - PARKING SPACES SHALL BE A MIN. OF 18' FROM THE TRAVELWAY (SEE DETAIL ON SHEET 5) NOTE: SIDE AND REAR MINIMUM SETBACKS FOR ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT (BLOCK 1)= 20,000 SF MAXIMUM ALLOWABLE BUILDING FOOTPRINT (BLOCKS 2-4) = 2o,000 SF NOTE: MAXIMUM BLDG FOOTPRINT DOES NOT APPLY TO CIVIC SPACES OR HEALTH CLUBS. - LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE (BLOCK 2 THROUGH BLOCK 4) SUBDIVISION STREETS: CURB & GUTTER WATERSHED- THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH FORK RIVANNA RIVER A RICULT RALIFORESTALDISTRICT: NONE E TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANARY zo15. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN DECEMBER, 2022. FIELD VERIFIED BY COLLINS ENGINEERING, DECEMBER 2022. DATUM: NAVD 1988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE CONSTRUCTION OF ARCHER AVENUE AND SALAMANDER DRIVE. LIGHTING: LIGHTING - ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. STREET LIGHTS SHALL BE INSTALLED ALONG STELLA DRIVE. THE FINAL SITE PLAN SHALL INCLUDE A LIGHTING DESIGN FOR THE PROPOSED STREET LIGHTS. PHASING: THE VILLAGE CENTER (BLOCK 1 THROUGH BLOCK 4) SHALL BE DEVELOPED IN AT LEAST FOUR (4) PHASES. THIS IS THE FOURTH PHASE OF ' DEVELOPMENT FOR THE VILLAGE CENTER. SEE SHEET 5 FOR ADDITIONAL NOTES ON THE PHASING OF THE PROJECT. RECREATION: CIVIC SPACE 911S PROPOSED WITH THIS PHASE OF DEVELOPMENT. CIVIC SPACE #i SHALL INCLUDE THE POOL AND COMMUNITY CENTER, MEETING AREA, AND GRASS LAWN I AMPHITHEATER AREA. POOL! COMMUNITY CENTER I RECREATIONAL AREA = 40,000 SF GRASS MEETING AREA, RECREATIONAL FIELD, AND AMPHITHEATER - 52,000 SF TOTAL PROPOSED RECREATIONAL AREA = 2.11 ACRES (2.S ACRES REQUIRED PER THE CODE OF DEVELOPMENT) PARKING: BLOCK 2A: CONDOMINIUMIAPARTMENTS: 2 PARKING SPACES/ UNIT + i GUEST PARKING SPACEI4 UNITS 32 CONDO/APT UNITS x 2 SPACES I UNIT = 64 SPACES +8 SPACES = 72 SPACES BLOCK:LB: APARTMENTS: 1.55PACES PER iBEOR00M UNIT &z5PACES PER 2&38EDR00M UNITSl (too UNITS) 2 BEDROOM UNITS x 7.5 SPIUNIT • (17o UNITS) 2&3 BEDROOM UNITS x 2 SPNNIT 3710 SPACES BLOCK 1C: COMMERCIAL OFFICE PARKING REQUIREMENTS: 2 SPACE PER Zoo SF OF NET DENSITY 2o,000 sf • 8o%=16,000 sfI2oo= 8o PARKING SPACES REQUIRED BLOCK 1D: COMMERCIAL OFFICE PARKING: 2 SPACE PER Zoo SF OF NET DENSITY 6o,000 SF x 80%= 48,000 SF / 2oo = 240 PARKING SPACES REQUIRED COMMERCIAL RETAIL/RESTAURANT(SHOPPING CENTER REQUIREMENTS): 5o,oDo SF x 5 SPACE I i000 SF = 25o SPACES I40TEL: i SPACE / ROOM 12o ROOMS x 2 SPACE I ROOM = i2o SPACES FITNE55 CENTER PARKING REQUIRED: (2) PARKING SPACE PER 225 sf OF USABLE RECREATIONAL AREA 30,000 5f x 75%x 2 SPACE 1225 SF - 28o PARKING SPACES REQUIRED POOL / COMMUNITY CENTER: i SPACE / 125 SF OF WATER SURFACE 9.7So SF x 1 SPACE 1125 SF = 78 SPACES TOTAL NUMBER OF PARKING SPACES REQUIRED: 1,390 PARKING SPACES TOTAL PARKING SPACES PROVIDED:1,188 SPACES S8 GARAGE SPACES + 32 DRIVEWAY SPACES + 1,038 SURFACE SPACES + 63 ON -STREET SPACES (29 HANDICAP PARKING SPACES PROVIDED -19 WHICH ARE VAN ACCESSIBLE) BICYCLE PARKING SPACES PROVIDED: 32 BIKE PARKING RACKS (3) LOADING SPACES (xz x 25') PROVIDED AT THE END OF STELLA LANE A SHARED PARKING REQUEST (25%-2o% SHARED PARKING) IS BEING PROCESSED WITH THIS INITIAL SITE PLAN FOR THE OVERALL VILLAGE CENTER PARKING (PHASE IB THROUGH PHASE 2D). THE RESIDENTIAL PARKING SPACES AND HOTEL PARKING SPACES WILL BE SHARED WITH THE COMMERCIAL OFFICEIRETAIL SPACES FOR A REDUCTION IN THE OVERALL REQUIRED PARKING. BROOKHILL -BLOCK iD INITIAL SITE PLAN L4Onab EXISTING STELLA LANE RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA r- NON IA BLOOL 1B IAYTN/NT4 STOW -- NNpN4af ]Rvli1 I I I I I I FROM M ® Illl �n Wit%' •�-``zj `. �. •• O I ^ O O ,. \ 0000 OO O =1_7 -t� 00000000 ---.._..._ _ _. _.. ..:. -.. .. PROPOSED OlF1 120KD4.OMUM EW N10MUMls I15, YO SF FOOTPRINT) I S,. Ea,aOo ss _� P/XJPOSIO 1, , .]1TTDA ANT 10,000 SE -1 PROPOSED 3-STORY I STORY 1 STORY PROPOSED PROPOSED COMMERCULOFFXE COMMERCIAL C06MEEROA3 ISTORY ISTORY BIIROIIG RETAIL/ RETAIL/ __ COMMIRCIM COMM(WIM I 1 W.000 SF NlSTAUMNI RSTAURµI' At FAIL/ RETA'L/ -._...-.._..._.____- ... RESTAURANT RESTAURANT . -GUILE X61 .'-GUIDING --- N.o00N SOW SF BUILD BUILDING Sp00 SF 5,0W0 SF - - - - ~*.1 •KOPOUD_..---PROPOSUD- - - LRETML -----LFEST"RANT INTORY 15TOIlY - I COMMERCLAC COMM111OAL.. ._.._._. .._ RLOOt IC' RETAIL/ RETAIL I STORY RESTAURANT RESTAURANT __ CDMMt RCLAA o1nC] WILDING DULDING BUIwNG S,000 SG soOO SF MrEm FLOWING $F -- -_ ---- ® i� J I II 11 - ? 1 i ) �_ -1I .. r•r!. !.: 1 .L•._' . .x_ - x .IV:1' �IF'�:4,1NO„-LS `I. V-.: - ._ �- �-;I.., ,,.. .i.�. ,uLx a VAiI.N,.[•,w1l],I.. I I IV. � ........... .. .. .... .. .....1.LIJJ ... .. DPROPOSEPOOL Ml CNTE, -STORY FROPCU02 1_1.xxFrrNES�ER 1� 112 x 1341 ................................. . Y i EnS-I <Y SALAMANDER STkEEf �8EE (PUBEK ROAD) �`•--•.._ GRAPHIC SCAB IN FEEr RPo 0 1 I I _ I inch = 100 f(. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. GENERAL BUILDING DEPARTMENT NOTES PRESERVED/MANAGED SLOPES: THERE ARE EXISTING MANAGED STEEP SLOPES ON THIS PORTION OF THE PROPERTY AS SHOWN ON SHEET I. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVA77ON OF THE 4. PRESERVED SLOPES DO EXIST ON THE SITE, BUT ARE NOT LOCATED WITHIN THE LIMITS OF PHASE 10. MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER. 7HE FIXTURES SHALL BE PROTECTED BY ABACKWATER INSTALLED IN THE BUILDING DRAIN BRANCH H OF FLOODPLAIN: THERE IS A Zoo-YR FLOODPLAIN LOCATED IN THE PHASE 2D PORTION OF THE BROOKHILL DEVELOPMENT PER THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES FEMA MAP ID 51003Co28oD, DATED FEBRUARY 4, 2oo5. NO DEVELOPMENT OR DISTURBANCE IS PROPOSED WITH HAVING FLOOD LEVEL RIMS ABOVE THE ELEVA 77ON OF THE MANHOLE COVER OF THE NEXT THIS PROJECT. UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VAL IF. U T REQUIRED STAN FR T /N AN STRUCTURES A REQUIRED Y THE NFPA 2 D E 0DISTANCES FROM LOT LINES 0 UC7U ES S EOU ED 8 E RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITHIN THE BLOCK 2D DEVELOPMENT AREA. SEE THE GRADING, DRAINAGE & UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN UTILITY PLAN SHEET FOR THE OVERALL GRADING PLAN FOR THIS PHASE OF DEVELOPMENT. RETAINING WALLS ACCO.RDlNGL Y. SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. 3. RETAINING WALLS GREATER THAN 3' 1N HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS, INCLUDING ARCHER AVENUE AND STELLA EXCEEDING <' IN HEIGHT R£CkI1RE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE ANEASEMENT. fQU E LANE. LANDSCAPING IS PROPOSED FOR THE INTERIOR TRAVELWAYS AND PARKING AREAS IN ACCORDANCE 4. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. REAR: A TRASH COMPACTOR AND (2) DUMPSTERS ARE INCLUDED WITHIN THE OVERALL BLOCS; 1B-BLCCK iD NOTES: DEVELOPMENT AREA TO SERVICE THE APARTMENT BUILDINGS AND THE COMMERCIAL CENTER. 1. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC OR PRIVATE USE. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. IMPERVIOUS AREAS (BLOCK 1D ONLY): TRAVELWAYSIPARKING: 5.54 AC (32.5%) 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH SIDEWALKS: i.06AC (6.2%) ALBEMARLE COUNTY CODE 28.4.22. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING BUILDINGS: 4.86 AC (28.S%) AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. GREENWAY: o.00 AC (o%) 5, THE BROOKHILL PROPERTY 15 LOCATED WITHIN A DAM INUNDATION ZONE, AND A SMALL POTION OF PHASE 2D OPEN AREAELANDSCAPING: 5.6 AC (32.9%) 15 WITHIN THE DAM INUNDATION ZONE, HOWEVER, NO IMPROVEMENTS ARE PROPOSED WITHIN THIS AREA. TOTAL: 17,o6 AC BOTH THE SUNNY DAY AND PMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. AS AN OVERALL REQUIREMENT, ALL DEVELOPMENT SHALL STORMWATER MANAGEMENT: THIS PROJECT IS INCLUDED WITHIN THE APPROVED BROOKHILL SECTION 2 MASS GRADING VSMP PLAN HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND IF AMENDMENT #2 (WPO20270Do37) COMPLETED BY COLLINS ENGINEERING. ANY DWELLING UNITS BELOW THE PIMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. THIS DOES NOT APPLY TO THIS PHASE OF DEVELOPMENT. FIRE FLOW CALCULATION: NEEDED FIRE FLOW (5o% REDUCTION FOR AUTOMATIC SPRINKLERS) = i,5oo GPM 6. BICYCLE PARKING AREA SHALL BE INCORPORATED WITH THE FINAL SITE PLAN DESIGN OF BLOCK: 2D. EXTERIOR AVAILABLE FIRE FLOW WITHIN VILLAGE CENTER - i,600 GPM BIKE AREAS SHALL BE PROVIDED FOR TILE COMMERCIAL BUILDINGS, FITNESS CENTER, AND CIVIC SPACES. 7, ITE TRIP GENERATION (BASED ON THE 2oTH EDITION ITE MANUAL), SEE CHART, THIS SHEET, SITE Pot 0 GROUN-. VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2A PROFFERS 1B PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 OVERALL BLOCK ILAYOUT SITE PLAN 6 7 8 SITE PLAN GRADING, DRAINAGE, & UTILITY PLAN 9 STORMWATER MANAGEMENT PLAN 10 NOTES & DETAILS 12 TOTAL SHEETS LEGEND - EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER GREENWAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET 0 DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK v VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING 4C PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) EXISTING CONTOUR 200 PROPOSED CONTOUR W6.71 TC 506.21 eP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 TW PROPOSED SPOT ELEVATION 506.21 52 Hw TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS .:,z- ., PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 0 100 YR. FLOODPLAW TRIP GENERATION CALCULATIONS ADT RATE AM PEAK RATE PM PEAK RATE CO DE 7I0, GENERAL OFF ICE 1174111PSI KSP 3.16 1.15 SSSAVPD 70VPH 69VPH PROPOSED -60,0)DSF 1292ENTFRIN71x171 (WENTENIOEXIn 00FNTFR/YIFXIT) CODEMIXHOTEL B361 ROOM 047 06 LODIVPD SWPH 72VPH PROPOSED 120SMS ISO2 ENTER/502 EXIT) (33ENTER/23Exm (36ENTER/36EXIn TH/ CODE 4.72: HFAl HTNFSSCLL6 N/A 1.11 3.45 40VPH IU4VPII PROPOSED 30.000V N/A (tO ENTEW20 EXIT) (U FNTCW52 E%IT) CODE SM. SHOPPING CENTER 37.75 094 3.81 7551jP0 18VPH 76VPH PROPOSED -10.0005i I378EN1E077 XIn (17FNTFRG6EX (i6ENTFR/4DEXII ) CODE 911: QUALITY RESTAURANT U84 071 22VPH 7.8 234VPH _ 3SSVPO PROPOSED 30,OOD SF 1t79 ENTERI179 EXIT) I IS ENTFRG4 EXIT) (1S7FNTFRG77EXIn TOTAL ROT 2.701 2% 55S •TRIP GENERATION CAtCLAATIONS BASED ON ITF TRIP GENFRATION MANUAL I IOTH EDITION) APPROVALS DA-1E DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNEPUZONING ENGINEER INSPECTIONS ARR DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENI' OF'rRANSPOR-I-A•rION HEALTH DEPARTMENT 77 n SCOTTIR CDLI.INS'7 Lic. No. 035791 '' 2/21/22 ���j z O J a Z V) Co Ln O o _1 2 J O IaI...,, tn L W oc LU W Iz LC A A� > 1 Z M z N �f M /�••� j 3 � LL N LLI CD N (~� v / W > ___l LU Q 0 Z > H� z - LU 0 F�1 L9 J W z< 00 U V W Y - U w LU O Ul_Mj co LU J Z � C0 J ~ O W O Q v �M 0 O W C:) N U G w I- O w a w JOB NO. 182150 SCALE 1 "=100' SHEFT NO. 1 - Original Proffers .-- Amendment _X Brook -hill PROFFER STATEMENT Date: April 18, 2019 7AvLA No. 201800011 Brookhill Tax Map and .Parcel Number(s): 04600-00-00-018.AD, 04600-00-00-01800, 04600-00-00-019A1, 04600- 00-DO-019A2,04600-00-00-019B1,0460"0-00-019B3,and 04600-00-00-619B4 Tax Map and Parcel Number(s) High School Site: 04600-00-00-OI8BO and 04600-00-00-018DO This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA 201500007, approved cm November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES It HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION: CRAFTO.N CORPORATION, a VIRGINIA CORPORATION AND.BROOKHiLL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH.& ELIZABETH ANN OGLESBY HAUGH are theowners ofTax Map Parcel 04600-00-00-OISAO; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800,, BROOKIIILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019BI; and CROCKETT CORPORATION is the owner of Tax Map Pat'cels 04600- 00-00-01.9AI, 04600-OD-00-019A2, 046004)0-00-019B3, and 04600-00-00-019114; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax .Map Parcel 04600-00-00-018DO and CRAFTON CORPORATION is the owner of Tax Map Parcel 046011-00-00-018DO. The Property is the sub;ect of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as " Wookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill Neighborhood Model Code of Development;' approved on November 9, 2016 by the Albemarle County Board of Supervisors mid revised for variations "I and n'2 on September 5, 2018 (the "Code of Development"). Capitalized terns, not otherwise defined in these Proffers, shall have the sane definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 13 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily profers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district ideatifted above. These conditions are proffered as a part of the proposed rezoning, and time Owner acknowledges that the conditions are reasonable. 1. Transportation improvements. A. Polo Grounds ,Road lmnroverneig , Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and tum lane improvements, including improvements, to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road Improvements shall be completed in two phases. Owner shall begin construction of Phase 1, as of the fortieth (40thl CO for a xesideutial. dwelling unit in the Block in which it is located. Parks and Civic Spaces shall be -conveyed to and maintained by the Owner's Association. 3. Cash Proffer for Capital Improvements Proiects. A. 'file Owner shall contribute cash on a ter "market -rate" dwelling unit basis in excess of the number of units that are allowed by right Linder the zoning in existence prior to the approval of this ZMA _ 1 - 7f for to fir• '�C f development on t O S OU. o e purposes of addressing a the fiscal impacts o de. e u meat o he Ccunt s ual c P tin d ""P P Y P facilities and indiastructurc, i,e., schools, public safely, libraries, parks and transportation. For the purposes of this Proffer 3, The nunbe' of traits allowed by right under the R-1 Residential zoning is two hundred sixty-nine 269siu l.o-fa it detached nits. A "nnekeLrale„ unit is env dwelling e unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"), The e4sli contribtihois shall be Seven Thousand Three Thirty-three -tut a 1 C' 1. Doi(S7,33" 1 for single 7 ouYa d T su Hundred and urn zee and „ 00 o has».. 8t o each s n c family Y g Y detached Market Rare Unit, other that a constructed For -Sale Affordable Dwelling Unit within the Prcect qualifying as such under Proffer 4, In other words, the cash contribution for market rats single family units shall begin after the issuance of a CO for the 269th siuefamily dwelling uniE and . •tor to the issuance of a CO for the _70th sun Ie #anvildwelling unit. The cash contributions lx a Y g n for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven and 57/100 Dollars (S5,447.57), other than a constructed For -Sale Affordable Housing Unit or a For Rent Affordable HousingUnit w'ittin the project qualifying 'as such trader ProlTer 4. The I cash contributions for each multifamily Market Rate Unit shall be Sven Thousand Four Hundred n y M r rr e !t Nineteen and 91/100 Dollars ($7,419.91),, other Than a constructed For Sale Affordable Housing Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. 4. Affordable Housing. The Owner sliall provide affor'dable housing equal to fificen percent (15%) of the total numberof residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in [lie Pri icct, one hundred fifty (150) units, ortheir equivalent, are required to be provided to satisfy this Proffer 4 sabject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the :affordable J F g P !3 housingobjective through a •ariet of housing types, including but not limited to for salt units rental units v J Y b }1 S accessory mots and Car•wSe, Units, ("Affordable Units") or through cash cc nu ibuhen. , a, more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined beJnwl shall be approved by the Albemarle County Housing Office or its designee. "For - Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less than eighty percent (80%) of the area median income may qualify, and shall not exceed sway -five percent (65%) of VHDA's Maxunulu Sales Price for first-t;me homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (12Q)daystoidentifyandinequalifyalcligiblepurchaserFor-SalcAffordable Housing Units. The one hundred twenty (120) day period shalt commence upon written notice from One Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable housing Unit; the County or its designee may Ilion have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit If the County or its designee does not provide a gtalil ied pm'chaser during tie one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the pumhaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units. Page 5 of 11 depicted on the Figure A, Brookhill 'Traffic Phasing Plan ("Traffic Phasing Plan"), priorto.the issuance of a building permit ("Permit") forthe first (V) dwelling within the Project, a» d the Phase I Polo Grounds Road improvements shall be substantially completed prior to issuame of either i) a Pemtit for the fihieth (50a') dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project. Phase IV, as depicted on the'rtafJic Phasing Plan, sliall be completed prior to issuance of any Pen -nit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the Project. The Polo Grounds Road improvennents.shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road ]mprovemenls sball be determined to be substantially compacted by: i) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and)he VD07 construction bond is released, or iii) a VDOT official otherwise conllims that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, (^Salamander Crossing Exhibit"), Maintenance of the salamander tunnels shall be tine responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of The road plans for the Polo Grounds Road Improvements. B, Route 29 Intersection hnprovemems. Pursuant to road plans approved by VDOT, the Owner stall construct all intersection and turn lane improvements along Route 29. conceptually depicted on the Application Plan ("Route 29 Intersection Inprovenicnts"). 'file Route 29 Intersection Improvements shall hesubs€anlialiv completed prior to issuance ofeither i) a Permit for the fiftieth (50") dwelling (other that tin Assisted Living, nursing hone, rest home of convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -fancily dwelling within the Project, w•hicitever occurs first The Route 29 Intersection hitpr•ovenenis shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Desiyt. The Route 29 Intersection Improvements shall be detennincxd to be substantially completed by: )) the Albemarle County Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms that they arc substantially complete, C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement a,d rnaimenance agreement approved by die County, the Owner shall construct the Ashwood Boulevard. Connection, as conceptually depicted with improvements and landscaping shown on Exhibit C. Ashwood Boulevard Connection ("Ashwood Boulevard Connection'). The Ashwood Boulevard Connection, which includes a pedestrian connection, Sault be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the five hundredth (500(h) Pennit for a dwelling (other than a multi -family dwelling, Assisted living, nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (8001h) Permit for any dwelling type within the Project, whichever first occurs, to any event, Owner sall have completed the Ashwood Boulevard Connection prior to the completion of the western extension of Ashwood Boulevard to Berkmar Drive Extension. Until such time as the County determines to submit. the Ashwood Boulevard Connection for public dedication, the Owner shill be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Correction. The Owner shall subunit a temporan• construction easement and maintenance agrecinent that is acceptable to the County prior to approval of road plans for Phase i roadway improvements. The Owner's inmprovenenls shall be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Page 2 of 11 B. For -Rent Affordable Housink Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification forthe purposes ofthis Proffer4, ("For -Rent Affordable Housing Unit") stall not exceed the then-cun'ent and applicable maximum net rent rate approved b the 1P 1P Y Albemarle County Housing Office. In each subsequent calendar year, the monthly net lent for each For- ept Alfurdable Housing Unit may be a to three epeen t(3 . For purpose of this Proffer 4B, the term "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing Units may not exceed the muxinnum rents established in this paragraph 4B shall apply for a period of ten (10) years following Lite date the certificate of occupancy is issued by the Court for each Fur Rent Affordable Ilorsin8 Unit, or until the units are sold as low orindera[e cost units qualifying as such undo either tie Virginia Housing DcvcJupmenI Authority,Farriers Home Aduninisu'ation or Housin and Urban Develo ment, Section 8 , g P whichever comes first (Lite "Affordable Tenn"). (_) Conveyance of Interest. All deeds conveying any interest in the F r-R t Afforable Housing Units during the At rdabIa fenn shall contain language reciting that such unit is subjectto the terms of paragraph 4B. In addition, all cortracts.pertaining to a conveyance of any. For -Rent .Affordable lious ing Unit, or any part thereof; during Ore Affordable Tenn shall contain a complete and full disclosure of tic; restrictions and controls established by this paragmaph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable 'Tenn, the then-earrent Owner shall notify the Coanly in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that die requirements of this paragraph 4B(_0 } have been satislted. (3) Rc iting Rental Rates. During lite Affordable Tenn, within thirty (30) days of each rental or lease term ter each Fur -Rene Affordable Housing Unit, the then-emrent Owner shall provide to the Albemarle Count Housing Office a copy of the rental or lease b P Y 8 PY agrecinclitfor each such unit rented that sheW s the rental rate for such unit and the term of the rental or lease agreement. In addition, during die Affordable Tenn, the then-curent Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwel ling Units. In lieu of constructing Fur -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, Ole Owner has the option to make a cash contribution to Albemarle County for the affordable housing program ill the amount of Twenty -Four Thousand and Three hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash .Proffer") for each such Unitas follows: the Owner shoal cxcr'c)sethe option to make, and thereby shall pay the Atfo•dablc Housing Cash..Proffer to the County, if the Affordable Housing requirement has.not.been proportionally met otherwise, in four (4) installments; alter an inspection and prior to the issuance tirapproval of a CO for each of the two hundredth (200ti), rive hunidredth (500th), eight. hundredth (800di), and one thousandth (I000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT ha8 accepted the Ashwood Connection for dedication, or id) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills R(adConnection. Within six (6) months after written request by the County, die Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and yarning of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection'). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. 1f VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and pennissi.on is granted to the Owner by VDOT and the County, tine Owner shall be responsible for lite construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"), The Rio Mills Road Connection, if constructed by lite Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Commeetion shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted ilhe Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased.to 831,086,662.56 i f the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (die "Transit Stop"). The Tmnsit Stop shall be designed and constructed incoordination with, and approval by the County DimetorofCommunity i g Development and Regional Transit Authority (if in place) and shalt incouporae a shclten•, includma a rest bench, pedestrian access, and signage equal tei.or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding rotds.and sidewalks within Block 1. Tile Transit.Stop and above referenced features shall be dedicated to public use, or the Owner shall grant an easement as necessary to allow for the public access and usage of such facilities. E Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Filly Thousand Dollars ($50,000) to the County to be used for operating expenses relating to transit service to the Property; and Owner shall contribute Fifty 'thousand Dollars ($501000) to the County each year thereafter for a period of trine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not exceed Five Hundred Thousand Dollars. ($50.0,000). The monetary contribution in years two (2) through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic Manaaement. The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as pat of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be consiructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January I of .each year following the approval of ZMA 2015-007, the amount of each. cash contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost index for masonry walls in the Mid -Atlantic ("MSP'). The annual adjustment shall be made b multiplyingthe roffered Cash Contributions amount clue #:or the J Y P preceding year by a fraction, tile numerator ol'which shall be the MSf as of December 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change). By way of example, the first annual adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on die amount of the proffered Cash Contribution due tin• the immediately preceding year based on the formula contained in this Proffer 5 the tunuunL derived from such formula shall be referred to..hereivafter m .thd, "Cash Contribution Due"), provided, however, in no event shall die Cash Contribution amxmt paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18,100 Dollars $7,333.18 per single family detached Market Rate Lmt and Five Thousand Four Hundred Forty-seven and 571100 Dollars $5,447.57 Per single familyattached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91AW Dollars S7,4.1.9.91 per multifamily :Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimurn U Cash Contribution").The Annual Percentage Change shall be calculated each Y Scar ttsia the Cash Contribution Due, even though iumay be less than the Minimull Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than to Minimum Cash Contribution.. For each cash contribution that .is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. )u , 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cush Contributions shall not continence until the number of units, to which such Cash Contributions apply have been completed that results in what would otherwise have been a total Cash Contribution equal to the total value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the Hi , School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection improvements, v) Ashwood Boulevard Connection,Network Y collective) referred to as the "lit -kind and vi the Trail Contribution"). h In•Kmd .onn'r ton amount shall toS28,336,662.00.The lit -km ntrt mutton The Contribution t rice l U reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the time of the issuance of the building permit for a new unit Completed after applying a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance ofthe In -kind Contribution hem exhausted, any remaining balance of the In -kind Contribution may be 6 - g } applied for any other project or development. 7. Elementary School Site. f1Ehm on eyear step written request by the County, but in no event earlier than one year after the date of issuance of Ole first (lu ) CO issued for a dwelling within the Project, the Owner shall dedicate to the County, by General. Warranty Deed and without consideration, fee simple title to a parcel of land for a public cJenentary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and compacted pad site with water, sewer and electricity utility connections constructed to the edge of die parcel to accommodate an deinentay school according to standards of the County School Division's Building Page 7 o1.11 SCOTT/R. CIbLUNSZ Lie. No. 035791 P 2121/22 ,Fv'Q {OVAL Entrances as designated in the approved Erosion and Sediment Control flan. The Owner shall prohibit such construction traffic from entering the Project via Ashwood Boulevard and Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. Road Improvements, Gencirally, The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance w9th road plans submitted by the Owner and approved by VDOT, and shall be dedicated to public use, All of the Road Improvements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. 1. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds.Road.and Norfolk Southern Railroad Overpass. If, within ten (10) years after zo Tile date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that Time period) the Owner shall be relieved of any obligation to install a traffic signal.0 g 2. Trails. Parks and Civic Spaces. The Owner shall provide the following improvements within the o N property: 0 J < A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the Cotmty's design standards for a Class B- type 1 primitive nature trail, shall be established within the rj Creeniway as described within die Code of Development. The general location of the Trail Network N is shown on the Application Plan; however exact trail locations shall be determined by the Owner ` ! based on site conditions and in coordination with the County. Installation of the Trail Network W shall commence concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of the five hundredth (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be determined to be substantially completed by the Albemarle County Engineer, or its designee. Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Permit for a dwelling within Ole .Project, the Owner shall dedicate to the County tin. easement for public use over the. Greenway, area, as shown on the Application Plan. Prior to the County's request _... i...........j to dedicate such casement, tWr ic Owner may dedicate portions of the. Greenway by casement � j concurrently with one or more subdivision plats for areas lying adjacent to the Grocriway; provided N however, that Owner may reserve in such easements, rights of access for grading,utilities and ^' I maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bona' a notation that the Greenway area is dedicated for public use. If, at the the the County requests a N i dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision + f plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of casement dedication. Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Sigliage shall be installed as the Trail Network is established. B. Parks _and - Civic. .Spaces. The Owner shall provide not less than 3.2 acres of ]and within Thu Project 0)for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance CY) Page 4 of 12 M N 1 N (7 Services DeparttnenI At the option of the County, and in Bell of the construction of a school, a public park N may be established by the County on the Elementary School Site. N I 8. Public High School or Institutional Use Site. L11 Within one year after written request by the County, the Owner shall dedicate to The County, by General _J Warranty Deed. and without consideration, fee simple tide to a parcel of land for a public high school, and/or __J such other use as the County may determine suitable, of not less that fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Cn Site" the "High School Site'). The High School Site shall be conveyed as -is without any improvements ( b ) b Y 1 P j, j,[ or warranty as to suitability. 0 Y _J9. Historic Resources. ry A. National Register of Iutnnc Lte. Clt ."ibdtn_. The existing Br �khnll dwelling in eligible forthe Q National Regisier of Historic Places. Owner shall address any adverse impact to this designation U as part of the Section 106 Review under the National Historic Presen Lion Act of 1966 (NHPA), which is administered by die Virginia Department of Historic .Resources (DIIR). i B. Cernctcry Delineation. Owner shall i) delineate any cemeteries encountered within the ]'reject oil the site plan or subdivision plat for dic area to be developed which contains such cemetery or W cemeteries, and ii) submit a treatment plan for ally such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Grecnwav Area Woodlands Cain. There shall be no land disturbance by Owner or by any ofits U) licensees, or successors of the Woodlands Camp located in the Greenway, Area and identified in lfl the Phase I :Historic Resources Study for the Project. i W h LL1 This.P.rolier Statement may be executed in an number' of counterparts, each of which shall l e nn original ecu g Y Y P and all of which together shall constitute but one and the some instrument. �u Cl) W [Signature Pages to Follow] ctf Q O Page 8 of 11 I 1I tY W U_ ILL. O fe CL JOB NO. 182150 SCALE N/A SHEET NO. 1A L PHASE 11 INTERSECTION IMPROVEMENTS PHASE NROADWAY ` IMPROVEMENTS - f 1 PHASE II ROADWAY IMPROVEMENTS PHASE IINTERSECTRON / O IWRaVEMENTS O L I 'A PHASE I ROADWAY Irh'ROVEL£NTS �V s I e / PHASE IV INTERSECTION /' IMPROVEMENTS j 1 V ; /2 roerFeAO Rataf. BROOKHILL TRA`PFM PHASING PLAN 1 I ` j,; ,: � RpPo�preDeSTwN uDri•wvaa r A I 1e n . 1 L- J "Isj ,aaroao ! ' II r•mMArt `V / /�'- y'y ter_' �.`y •.3'i"t..s-• 1 y+t', SE I INTERSfC\ION IOVEAENTS _ asFCilOFif _. CONSTasKY Itimm *ISTaou o LEFT • Total t EONA LO 6110111405 ROAD wrT.L RCS CF STORAOL FIX 0W[ST11104AID 46Nr-ION IANt ONPOLOSROAO FRou Tr a< S'iOPAGE ORAGGYTO ,rr of crows. CGW"tnc IILLSROFMTX AD IDA RrJR N r RlrrlT•pUT CPlaAlIOFa. ASECIION 1 CONSTRDLTASC(ITHI OtRD ROADWAY. ►EOVWMtss LANE. LANANO , RIDM• N tl Tap CONSTRs N LAN TASi[O O nEFT D%SANEON F.50 STOLAZZ ROAD wrtNaSR FEETd SToucL nAM ON VS,9RaN H U101. INTERSECTION 1011 _ _ TURN use s to R16N-nRN sANs • r RRSTRIK Pat"To 1EJW+rO MOIaTe 14S'STaO1K ITiT.1UaN tAMRONAfIPWDOD e1.1lLYARD Wish tar OF STORA41. o , RKn1Pa 4flaoVac ASNWt'WO a0Ul4VARD AroRLWj,.0 P"en WRIWT•TURN ILA14 PHASE NINTERSE(TION INPnOyriVlTS -- -- _ 1NTEIrSECTIDNS CtNntaXTsouTlacuw ROADWAY TOHIOWp/ytArT- TMINntuirT qIL ALNT •Tars LANE CONS TRLfCTAN WTIOUND LAIT. Title, LIME ON N)LOGROIMOS aOALWAY cW a Or Sidi .a -� 1MP46-s6 J ; tNTwrcrroruNw� ) J TMP45.58 I( / ROCKYDALE CHARLOTTFSWLLE PRUPOStO ROAD CONNFCTII 11 QUARRY OETWELN RID MILLS ROAD AK FIERY MAR DRIVE TMP46 see _ r 1 4 ELAND .ORPORATTON 'MP4( 60 TNP46,8) CRAFTON COAPURATION WITN FSS the following signature: OWNFRS of Tax Map Parcel 04648) OO Oil OIBAD: CHARLES R. HAUGGH . I'LAUI:TH ANN (N;I.CSBY HNUCf Dean.- r 19 i OWNERS of Tax Alap Parcel O IWO 00 00 01800. CHARLES R. HAUGH, 11 USTRU Ry: DOUG— LAS— LBICO( 7O�SBY, TRUSTEE Dale: S— -c OWNER ofI'ax Map Purcell 04600-00.00019M, OW00-00-00-019R3, 04600-00-00-019A 1 A"10 00 00 019A2 CROCKETT CORPORATION. a Virginia coarrponotml By: 4-o'yiol4.uE� Ann O. I laugh, Its Prestdcr4 v! Dole: "''TA.af S/ 2o! 9 Ptga B ter 10 '// /.,1 NOT&FOLOGROlaCSROADWAYAIID IANECO.L4tMA1tONK / - taa)WN N THa Oman anon KLLI ATNE PeeposES LWLY TNr FR I DFS"AkD W I COCA BATONS OF POLO C$tC, r / WADWAYNPPOYS*NTSWLLUNACCOPOANCEw mTI.I APROVtDTRARICMPACrA LVSSA MALX;P*OA'EDrO/[ / CONSTRUC-K)N PtANs FOR THE RO/OWAY HAPT40YEFIEM3. r P PROPOSED SALAMANDER I CROSSING(3TOTAy r r 1'INVERT RETAINING { \ ED I _ HEADWALLSYSTEM 1 + TMP46-s8B HORNS LAND CORPORATION FINAL ALIGNMENT OF tlE1BCMAR DRIVE TO BE CONSTRUCTED BY xoss77 4PER VDOT soo46 CONSTRUCTI PLANSF TRIP46-sBD CRAFTON , CORPORATION TW4ri MA SALAMANDER TUNNEL FIGURE B: POLO GROJNDS ROAD SALAMANDER CROSSING EXHIBIT o 0 Is c 10 a V n. e U 4 PROPOSEDGe. 2. ACRE HIGH SCHOOL ti SITE ICPPO LAND a� ((x+Ppwllpr 1 6) 40 1 N -.MP,t6.169) CRAFrON CORPORATION PROPOSED7ACRE ELLMENTARYSCHOCC SITE `\ l FIG URE E: BROOKHILL SCHOOL S EXHIBIT OWNER of Tax Afap Panel 0/610-0II-Oa-OIBRa: HORNE LANPP D CORPORATION, a Virginiaorrpmarkes By: QweT CJ_ - 11012dlAiMI AM 0. HanI Its Praldcu�/ Date S, -A0 19 OWNER arTaa Dip Panel 04610.00-W 01$OF: CRAPTONN CORPORATION, a Virginia corporationBy: 0.0"O' c, AmO.Hatillh,Hs President j- / L Dale: .(9 Page 10 of I I ORDINANCE NO, 19-A(9) 7AIA 2018-00011 RROOKH11.1• PROFFER AMENDMENT AN ORDINANCRTO AMP.NUTHF. PROFFERS APPROVED WITH ZMA 201"(11107 FOR TAX PARC. ELS O4600.00.0a-OIBAO, 04600.00.10-01900, 04600-00-00.019A I, 0461)0-00-00.019A2, 04600-00.00.01961, 0460a-00-00-019B3, A N D 046410410-00.019B4 WHEREAS, the appliemim to mmnd the profferx lhnl uerc approved wish ZMA 2015-00007 fnr Tax Parcck 0400.0 "M I RAO, 04is00.00•Ilr1.0ISM. 04600.00-00.019A I. M6W00.00.019A2. Of60040-OND19R I, M600.00.(0.019113, and D1600-00.00.01984 (cullrctivel), Ilia "Prupserry") ix denlifiL,l m Lk1A 201E-0001 I, Ilrookhlll hoflcr Air,mdtrxr41%MA 2018-11"); mal WHEREAS, 2MA 2018.11 propous a amend Proffet Numbcrs ID. 1111. 6. and 8 of the Proffers tlal were approved is conjunction with IMA 2015-07 dim to V Ixyl's planned crosiruclicn of The Rio Milk Road oNrNctor road, speci ically, to reflect thnl the developer will he responable for the eonstnNaioo of the Rio Milk Raw Conneclim only if VDO T does nol do so, to reduce the value of the emSit for ins -kind contribuliuns that an available to the developer. and to reduce The acreage of tlx high school or Inslilueonal use site that the developef its mquircel to dalicate in fee simple to the Cmusty from 60 acres to SO acres; and WHEREAS, on November 14, 20111, the Albmnarle County Raurd of Supervison waived Ilse Planning Commisssica and Board of Supervisors public hearing requirement pursustr t to the applicant's request and County Code § I8-33.1 S.A(I Xa): and WITERP.AS, staff recommends approval o(7.MA 2019-1 I. BE IT ORDAINED by the Board of Supervisors of the County of Altsenurk. Virginia, that upon consideration or the staff tepor. prepmed for ZMA 2018-11 and its attachascslls, includislg the proposed amended proffers. The infsxssntion presented :u the public hearing, the nrsaeasel and relevant factors In Viriunia Code 111 S.2. 2284. and for the purposes of public necessity, enmersience, general wrlfore and good Tcming practices, the Board hereb) appows ZMA 2018.11 with the Proffers dalcd April 18. 2019. •.. I.:'faudrlic K. plorgersen, do hereby certify that Ihre foregoing writing is a Ime, COrm1 copy of an Ordinance duly adopts) by the Board of Supervison of Alb-matc Cowly. Virginit, by a vote of six to teat, as mcorded blow, at u moiling laid or, IUIv 17, Nila. Clerk Band orcounly'S s Aye Nay Mr. Dill Y Mr. Gallaway y _ Ms. Mallet y Ms. McKe.l Y Ms. Palmer Y Mr. Randolph y OWNER of Tax Nlap PsI 016004104)"19RI: BROOKHILL APARTME.\T5, LLC,a Virglinitt limited liability cumpmy By: COG Holdings, LLC, Managing Member By: Haystack Corporation, T By: A , c`Geay. Its President Dote: it/T/2o iai T—T— EIROOICUILL INVESTMENTS, LLC, a Virginia lunitsd liability company (Contract Purchaser) By: River Rend arlt�i Manaer By: Alan R. Tay a, I, Presi a Date-. 4*0 'S�yV/1It RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS, Albemarle County included a corwection from Rio Milts Road to the new Berkrrer Drive Extended in the Places 29 Master Plan as a priority road Improvement, and WHEREAS, Albemarle County approved the accumulation of Telefe t funds in the Secondary Six Year Plan to be designated to the construction of this Connector road: and WHEREAS, the Commonwealth Transportation Board approved the remainder of funding necessary to compute the connector road to be awarded to Albemarle County through the Smart Scale program Darted on Albemarle Cour4ys 2016 Grant application, and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools D.vision, and the deveoope- of Brooehill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received pubic comments on the prelimnary design and alignment at advertised Public Hearings on October 9, 10. and 11, 2018; and WHEREAS the public oommersts received by Virg -no Department of Transportation supported the proposed ahgnmem of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby ful,y endorses and supporls the p-oposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Barkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Boare to approve the proposed alignment for design and construction. I. ClaudeRe K. Borgemon, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duty adopted by the Board of Supervisors of Albemarle County try a vote of ;E!X to 2erD, as recorded below, at a meetng twid on ,July 17 2019. Clerk, Board of County pervisors L�dY Mr. Dil Mr. Gallaway Y Ms. hlallek Y Ms. hld(eel Y Ms. Palmer Y Mr. Randolph Y Lie. No. 035791 A is 2/21/22 414 z O a Z 0 co O z Q 0 N z F�1 W ce W I O I— r'4 0 zcyi M z N — M I ^J^ I..L � W ~ W 04 N N I —I � /) W > J LU Q z �- H� - L z a RIIR O I IY Of Q Uj LL- ZU 0 W1 Y U LU /� ,0Ul W zJ w J Of H� J�o Q cj. O W 0C) N w H i= w W 30B NO. 182150 SCALE N/A SHEET NO. 18 q� � f j,/o-T ro a E c.ol�ssTsvz.�D O SCOT"I' C. UNSZ -__ ` f I I \ r ') i G C. 0. No. 035791� a A HwOODg Ut��}� QnOPZEDASHWOODBOULEVARDCONNE PROPOSED TRAILHE4D AC ESS AREA TO • `•aRD \. N J UIFFER. SEE PROFFERS AND CODE OF DEVELOPMENT �"�'"— _ � \ �r++� ? ,L cJ j \ \ 1 / Z o Z W ~ y��c� 2/21/22� s! /y LL n m ONAL PROVIDE PARKING, AN INFORMATION KIOSK, ANDAPEDESTRIANROADCROSSINGTO R E INFflIRMAT�ON REQUIRED BUFF _ � J~ r- __ •-� \ / cT O c IjJ m i THE MULTI TRAIL A �/ L p�7 �..'^�OD a ACCESS -USE �\ / �� - /' \,,\ ! -'�� .\ \\�j` I \;, �- ' ,� r •<� FOREST LAKES >• NEIGHBORHOOD c "\ F ( \\ \ SRE \ \ \\\ Z Y ROUTE xg IMPROVEMENT SWM FACILITY N3 -46B5-2j COUIJTY OF l / E W C .c _�+ • „ 1 I I - 30' MIN. NATURAL BUF — R — g I I Raj � \ qO \ W y I y ILL 4J3EMARLE ; C3 ROPO ED PRIMITIVE TRAIL WI V I b \\ Z - ONNECTION 70 FOREST LAKES ` '�, - - _ - _ _ _ - - . , . • °°ro dos (y J n 0 PROPOSED B / PRIMITIVE BLOCK 13 { . O I l�l\ ALBEMARLE COUNTY ~~ I) 1 RESERVED STEEP SLOPE 0 1 \ TYP. < - I I (TYP.) - �OqO J o 0 h~ o _ �/�• Z ^ Z a v J < ~~ x {`• TRAILWAY ) . DEVELOPMENT I TRAILS (TYP.) o B MICOUR7 O: Q VIGN[lY MAP: SCALE: 1' = 2000• CJTNBRAL A►OTffi• nl V �1 ` Z Z O Ln = � J E I •- I ,�' ti `., AREA (TYP.) K, ^'•.•`� r, 1 r _ s'; ,' i _ _ OWNERS: TM GH, CoHARLES R &oo HAUGI-6CFIAR oo R 8o V /M r/ z .\ „.. ,^`�' , t '= �gS O BLOCK 1 / ROP -� �I '. ' `•+� �J ��- /� ✓ �f --~ EJ. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. 3HARLOTTESVILLE, ITTESVINOLE LL AIL W�� / \` VA xxgo: CHARLO CE, VA 22902 , T.M. 46 - 188; ,� i' CO \ 1' W HORNE LAND CORPORATION { .•`. _ _ - .. _ Z.. i OPEN " / � � � ^ I / CROo ETT CORPORATION CROCKETT CORPORATION L (TYP.) { • �\ v \\ CJO HAUGH & HELYIN PARK ST CHARLOTTESVILLE, 0 - BLOCK I2 ( PROPOSED CIVIC SPACE - �� ii _� EASTERN POCKET PARK .�.-, VA 2290: Z Z In p O BLOCK :, j to'` BLOCKI4 ,� �p �`• r` (LOCATONTOBEDETERMINED - J1 ` iJ DEVELOPER: RNERBEND DEVELOPMENT, INC. 455SECOND STREET SE, SUITE yoo CHARLOTTESVILLE, VA p u `►� EXISTING Too YEAR FEMA FLOODPLAIN f r ' - WITH F NAL DEVELOPMENT FLAN) \ x2901 W W (TYP.) t ` \ •• /, + PROPOSED VEHICULAR O ENGINEER: COLLINS ENGNEERING xooGARRETTST,SUITEK V) < � zo BLOCK g ` ., , + PRO PRIMI'IV �� i� •, �/ R$S INTERCONNECTION ACCESS TO THE MONTGOMERY 3o N. NATURSIL BUFF CHARLoI TESVILLE,VA x: x Z z O O f _ g z a � � `-4 N ROUTE x 9 .-IMPROVEMENT TRAI WAY \' \ . , •-'�__��-- `. \ :. '` - RIDGE NEIGHBORHOOD a J I 1 / TAX MAP 3 ZONING: oy600-o0-oo-oi800 oi600-oo-oc-otBAo oc600-oo oo•mgoo D.B.731, PG.690 DB.2333, PG. D.B.73t, PG.690 I --I � LA s = N o `++ a W Y f w < N PATfIW�AY_ \ i .iY` ROPOS- '••OPEN IP / O 45o I -I In g a 3 H W o -+ N -- r PACE 1• \z-�' (TYP) '� BL K 11 GREEMNAI' ''. '. : •S�;R ', t :•... .... f - - : •( ALBEMARLECOUNTY MANAGED STEEP SLOPE / (TYP.) / '•--1 V—� R-i RESIDENTIAL R-x RESIDENTIAL ZONE: R-t RESIDENTIAL TOTAL PROJECT AREA: y - <x.55AC O w z W a j� g RCIUTEx 9 IMPROVEMENT ! SWIM FACILITYNx - (TYP.) . , ; '•• "\ -'. �7 GR(TYP AY ��- `�'•� O LBLOCK 18 fi•YR •,- 0 60000-oo-mBAo x. AC . o76 o 600-0o-000a 66 AC. 4 x77.SoAC. TOTAL I GREENWAY -_ o.•'�y .�'�• UPLANC \ .• _ , •. ;•• '�, \ `, ) �. .,,I• y, / .J V. 1.1 --� [w of PROPOSEDSo'BUFFER AROUNDVDOT STORMWATER" �' • \ ,\ , J� ,• ;� _� PARK •.• �' / •..,�\\" • rEXISTINGARCHAIC WOODLAND ! • G� !I DEVELOPMENT ' PROPOSED ZONINC•: NEIGH30RHOOD MODEL DISTRICT TOPOGRAPHY TOPOGRAPHY W'ASCOMPILED FROM SURVEY BVUNCOLN Ga aaaZZZ SSS MANAGEMENTPOND t y •,•• \ ` ` ;!� r , AMPSITE AREA TO BE PRESERVED +` AREA (I`/P.) � �'•,. - �� SURVEYING AND BELL LAND SURVEYS, JANUARY xoiS. \. - 1% "-•� \ , _ - �•r BLOCK 16 I ,` ,H • . •• BOUNDARY INFORMATION WAS COMPILED BY L:NCOLN SURVEYING ONMA.RCH7,xot5. 0 W ,A Co J -� O � �� ..\•�,\`^` ` .' \� EXISTING Too-YEAP. - �J '� -- - _ _ DATUM: NAVD 1988 Z M CA z Q �•OI STREAM BUFFER (TYP. ... ..,. . , .. FLOODPLAIN TYP.) -^'•`�- _ '-- ' UTILITIES: COLNTV WATER AND SEWER N BLOCK _ ', \ •. • •J � 1 FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS S TE. FEMA MAP ID 5ioo3Co28cD vI vI b .0 o M J PROPOSEC RIGHT IN -RIGHT OU n 5 INTERSECTION IMPROVEMENTS. W F- < SEE BROOKHILL TIAREPORT �) 4 i ff'��r�,� 1 BLOCK I \\� !f - , \ '' - ,.. x, / TRAFFIC CIRCLEJROUNDABOUTMAY ALBEMARLE COUNTY � "O^- - , --_ - _ I DATED FEBRUARY 4u xooS. INADDITTON, A DAM BREACH INUNDATION ZONE EKISTS ON THE PROPERT( FOR THE SOLTH RNANNA DAM,'MIICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE'ROPERT'. F a o .. a n ., .. .. $ c $ g 1 FOR FURTHER DETAI S ')'MAIN�TfFEET� EE CONSTRUCTED AT THE PRESERVED STEEP SLOPE { `' �-.. BLOCK _ r �� MONTGOMERY RIDGE / W 5 -v-�. LEVARD ENTRAN� INTERSECTION OF MAIN STREET AND (TYP) _ 1 NEIGHBORHO NOTES: t. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET N F^\ 1 THE NOR`H/SOUTH CONNECTOR ROAD BLO K 3 I / OPEN I IL , I SPACE ' ( - 41'•' - CROSS SECTIONS FOR THE BROOKHIL- DEVELOPMENT x. EXACT LOCATION OF NEIGH30RHOOD ROADWAY, A_LEYi, AND TRAYELWAYS SHALL BE DETERM NED WITH THE SITE PLAN PROCESS. 7 Z CD CV CV �� z 4 J 1 OPEN 'TYP.) i -SPACE ��!;', / '<•. %•: 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCEWTH REMENTS, ALL TREES MAINTAINED THE U) 0- 0- I I (TYP.) BLOCK 1 I EXISTING ioo-YEAR i ALBEMARLE COUNTY REOU SHALL BE BY HOA y. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FQREST LAKES I W > �' W -'• ) i PROPOSED I FLOODPLAIN (TYP.) �' RIMITIVE Z' -` y - / 5. THE IMPROVEMENTS TO PO_O GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN � LLI ___l �. T M. 46 - i8D CRhFTCN CORPORATION I 1 T TRAILWAY ?� OWN I 6 G �O� 1 z 1 1 ( BLOCK 2 ,. DEVELOPMENT AREA I - 1 (_ J THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN- J Q /-BOUNDARY •' •L "{�� /> I! (TYP) �Y ! PR 6 PARKING FOR THE PROPOSED BROOK IILL DEVELOPMEN' SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE EACH PRELIMINARY SITE AND �� _ > c G --7 I ROPOSEDNEIGHBORHOCD ENTER -. (LOCATION TO BE DETERMINED I M SOF P EDREZONING / / .-� r 18.4-xz SUBDIVISION PLAT WIL_ INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. � w 7 L J ___ ____ __ IBLOCK WITH FINAL DEVELOPMENT PLAN.)" 1 — — _ �•' —, — — ` (, r I'• I7 � - ) M , -.-, ' (,';' - / / '• ;~-_ 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAL' BREACH INUNDAT ON ELEVATION, AND DWELLING LNITS BELOW THE PMP V L ~� Q (�/ j PROPOSED xoo' BUFFER ALONG RT. x I BLOCK `-''` � I �.-- 1 SAILREHISTORIC --- ",• ! r:' -- ; ,' +, INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. STHE AFETY CTIODOEVELOPMENTSHAL_INCLUOEAMNIMJMOFl3)CIVICAREAS,ASSHOWN Z { Z {- O J I W uj 7o'NATURALLANDSCAPE BUFFER &3o'LANDSCAPEBUFFER 4 1 I BRCO'''+++K���HILLPARUL BLOCKS -1 _ BLOCKS l --___ ALBEMARLE COUNTY r t + �,.��� J y} 8- ON THE APPUCATK)NPLAN SEE THECODEOFDEVELOPMENT FOP,ADESCRIPTICNOFTHE AMENITIES PROVIDEDBY EACH PROPOSED CIVICAREA. .L.l Cn I-' I � Q p NOTE: A PROPCSED MULTI -LSE PATH ( S PROPOSED BY VDOT ALONG THE APPRCXIMATE LOCATION OF • Z HISTORIC MARKER FOR THE BRO KHILL PROPS ' �� ) 1 ANAGED STEEP SLOPE ' ' L'(_ ` i1 a GREENWAY ) -- (�_ + (TYP) 1 ,• % ) - + �' /'---U �� + 5 ` /-� ) --- \ g. THE PROPOSED OPEN SPACE AREAS MAYBE BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONALAPEATOACCOMMOCATEJTILRIES,STORMWATER MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. 1L 1L J Q Z .•. � = U .�1 T� J J I-i ROUTE xg FP.ON-AGE OF THIS PROPERTY. PATHWAY TO BE r LOCATED WITH LATHE VDOT RfW.I -� _ � � _ .� - _ j r \ \ ROPOSED 20' B FFER ---J ^^ , I T 1w ' „q r �` -� -� 'ti; I - .I• '� rT J C ' ` •� • ; • _ 1/\ / xo. CONNECTION P01NTWON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCCNNE:TION TOMONTGOMERf RIDGE. CONNECT ON POIN 1$T>HALLONLf BE PECESTRIANIBICYLE ACCESS CONNECTION. Q O W (n I Y U Y O +I LOCATION OF EXISTING _ r BLOCK 1L� UNN CEMETERY TO '•`, •, : I, l,•✓J �, ss. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBL C AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. Q w O O 1 REMAIN ••'•' U Q ~ LOCK LINE (TYP.) �� s NOTE: ALL STORMWATER MANAGEMENT FACILITIES LEGEND Z 1 J Co I + BLClALBEMARLE TY. a \ '' © .+�, /. 1• : AND EROSION CONTROL MEASURES SHALL BE LOCATED OUTSIDE OF THE PRESERVED SLOPES. a J •••��' �1 GREENWAY = PREScRVEDSLOPES I 1L Q � CoQ Co w f 1 BL K t PRESERVED STEEP SLOPE • f \� •T ROPERTYBOUNDARY(IYP.) ' �.• z 1L Z NOTE: AREA WITHIN THE ico' OF ER AND OUTSIDE THE EX 0 I (TYP.) ` t, t` BLOCK C O C" t'ul VEGETATIVE BUFFER ►1ANAGEDSLOPES ® OPEN SPACE O 1N� < Q > w LU J J O 1 LIMITS SHALL BE REPLANTED IN _ / � J \ EXISTING ioo YEAR �, % +� , 1 I••� I ACCORDANCE WITH THE PLACES FORESTED SUFFER REOUIR M N� L. 1 r ( IS H DEVELOPMENT ,� � � AREA (TYP.) '^ •••. WITH HOA APPROVAL A to' MULFUSE PATH ING BROOKHILL FLOODPLAIN (TYP.) �\ OF> TH CENTURY SHALL BE EXTENDED TO THE ENTRANCE OF 5 TO REMAIN 9 \ "'•*` -- ®GREENWAY IMPACTS PRESERVED SLOPE IMPACTS WETLANDS J J � Cn T + Q EXISTING wo-YEAR FEMA FLOODPLAIN (TYP.) ` .• 1 ' ';; . •; ` /. ,• . : ' Y✓ i NTS OF BROOKHILL MONTGOMERY RIDGE. THE HOA WILL NEED BLOCK DEVELOPMENT AR A �''`�`�� . ,'` i \-TO APPROVE THE TRAIL AND EXECUTE ALL (t� ' ' BOUNDARY NT AI E • EASEMEN- DOCUMENTS ALLOWING THE r! I 1 �t CONSTRUCTION OF THE MULTI -USE PATH �+^ ^"' f /'�`� \ i i /� ` \ `-- ON HOA PROPERTY. r -- PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOJSE & THE 19TH CENTURY COMPONENTS OF BROOKHILL O w O •. , OPEN ti / POSED 10' FAVED SPACE MULTI -PURPOSE TRAIL : r \ Id MULTIUSE PATH TO BE CONSTRUCTED ALONG / `- PRIMITIVE TRAILWAY O O df '•' (IYP) -�'J •• -"'�• "'`•-` ^'"'~� THE NORTH SIDE OF POLO GROUNDS ROAD Com epalment ` �-~ �� 1 PROPOSED TQANSITSTOP- TO BE INCLUDED WITHIN OR ADJACENT TO THE NEIGHBORHCOD CENTER FINAL Q V 1�. ..•.• � � /%' �/ • K `--PROPOSED PEDESTRIAN TUNNEL Ii, LOCATION TO BE COORDINATED WITH TRANSIT SERJKE, MPRCJVED INTERSECT18NANDSTOP STOPLIGHT. _ �� A� ••• , : O J1NVRE(t J>G SUpONISOFS oeee EXISTING tooYRF_OODPLAIN O (] SEE BROOK LL TIA REPORT FOR FURTHER DETAILS I •� • . POC ROPOSEDIMPROVEMENTTO S op, D•tEI 9r - SrA-r O GROUND POLO GROUNDS ROAD FOR RYN � - I FRT'643(OgROAD(5o) TURNLANES- SEETHEPOLO 48x P263J GROJNDSRCADWAY "' • - STREAMS ,y 7C LOCATION OF HISTORIC RESOURCE TO BE -RESERVED DUNE 15, 2G15 C-4 SLx IMPROVEMENTPLAN anne / - - - I- ' APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 3o' BUFFER ALONG FORSALAMANDER ROAD CROSSINGS TOBECOORDINATED POLO GROUNQS ROAP THE POLO ROADWAY '' _ GRAPHIC SCALE If ` * PROPOSED LOCATION OF CIVIC SPACE O tn' MUL'I-USE PATH CAL u w ^O W •i11.1 II II ♦ A DURING GROUNDS IMPROVEMENTS. SEE PROFFERS FOR FURTHER DETAILS '� O �e .00 nm II — I c�a N r i ttt PROPOSED LOCATION OF HISTORIC MARKER No. PJOB # T. M.g6-i8C ROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. ,�`E CROCK ET CORPORATION SEE POLO GROUNDS ROADWAYIMPROVEMEN-PLAN&TRAFFICTIA. \ ( IN I A / PROPOSED E_EMENTARYSCHOOL SITE SHEET 1 OF 1 182150 I Inch = 200 tt SCALE N.T.S. 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'f1� o I I{:y �.y �.? .• ^! �j.!�I.i °: r ! 1\" = U1(/ 4 I - I ! �YL,\S:Ylli� e 1 t C !.�l9 - f~�.?!,'a 1. n, 5b 2o1800021 ! 0 1 I ; : g �.1� i . i r��y/� v`y . .r',t.', i<:'; gal 'r.r:. y ! ��-� - - "" - - % 1 ,, ..� } _�i� - ' ( 4J.J \ . \ / ^ �" INITIAL SITE PLAN �..h r f/ }' . _ _ I �' 1 F - u M n.\ \ ,\i o v� .Ay .�\(•Y M r .r f 1z M f '7-- `",, l 1 � t' // , I ^ {1J ." OAK /\ f >\/APPROVED -06 08 ao18 / �` °°n ti sY 1 - - E- `o /\ /� r\ . /'�• �T- \; SDP2o18o0049 ' ` o l 11: °a°.. A /;�' .+•„ ' '... l' .,,vY. .:- , J ' .'•' '. - �y I 1 ,! I O ' -1 v zwuzu�� lIII `� ! 14 . \ INA S TE RL / o , v y L 1.i Y, }r `7 ! / , _I , 1 /„ a ;: BLOCK AREA SUMMARY tY S ,.\_;r .r...._ .. �rll aln�'�- .,» :^ / o \\ .P \r •' N !Y� '" i� .. ._ I +x"'e8a•+,yy' ice_.: ".,....G._ o \ ( ' 7 y�,-v 'a'�1. 1 ' [ i 0) .: . _.....: I o ( y Q a, 1 , .. " '~ �' •� 1� //' �_.\.i _Z (..,! - hJ,J y 'r�fr Tv"\.r4 ' �.,4, I !' [2 .,, ^m.rlr, i • - ' 'n :. r ) / ! • DCVe1U IyClit O ROAD PLAN �_Y✓ :"...`_-. _� °q°°° +.. `+ f✓... ". n# P Gmenspace/Amenities (ac) 1 y SUB2028.00125 °a., i r' f x r�\'�Jk' !; i Areaier Area(Roads, Proposed ^.°° I o(;,,;..,;,xi'";,,^J', 1,''^r Di 4.i j,�,1 .. PlnllOsed a. j SDP201900078 �I ° , ,,,:., , s. ,. / .)/: Block. . Land Use District Brookhill Lots,Buil ' s, Developmnt Y U 1 INITIAL SITE PLAN ` :' ' i 1 / ('\ COD (AC) Area (AC) Talking lots) Per Area (AC) ~ z APPROVED - Oz/zl/zozo.-`,5°' ry ` r ^} "' CODA Civic / Civic I O yen O yen Total Total W O e L BLOCK,'9 1 SDP202000035 �'° ;i, °RRn ,j I ' 7 ,%gal r�I I e (� Greeutiray Greenvvay 1 l Buffers Buffers E- # BLOCK 5 FINAL SITE PLAN o ) r'!v f j t„, v V 1 ° ar l Parks Parks Space Space Greenspace Greenspace Q ;_ Required i Proposed Require Provide a r 1 APPROVED.-o11o51zo21 °¢, r� 1'r Am°y,.',I� ! (f. .".1 Re uimd 1'ro sed Re aired Provided Re aired Pro sed (f� Q o / o a 1 ',, I. I t a 1 Neighborhood Service Center 12 12.72 12 11.05 0 0 1.67 0 0 0 1.67 .. x v-,J , , . l: 'QT / ° lA Neighborhood Service Center 1.24 0 0 0 0 0 ,;; w:n. +s w'y°°l:.r I . aq , NY ? ;��, f' ap*' o°° :5° °°¢ N•i htb rh 11.48 D 1..61 0 D 1.67 W n%,, - /\/\/ '\%\'N j, BLOCK }... A \`� 'I! , xA'o °1.P 5,0.4 c IB t.g U Wd $61'viGe Cl'ntL•I' (W/ y 1. 1. T r / ° > t as 2 Utban Density 6.3 5.1 t._ 0 0 U l._ \yc \/'„ Y f ;y. \ ° 1, I ! � r1 .d�xr" .I 3 Urban Density' 5.8 5.1 5.8 5.8 0 0 0 0 0 F- /B O , I , \ \\ i ° , c • I r' 3A Urban lensh. 3.3 I ~ ,,,.Y /XM1 �,' t ' 4°o I J ''`�"`F -� 3B UrNIIIDensity 1.8 )-- SD�iol800054 y' r' �. \, f. "` I INITIAL SITE PLAN >' q� '� 4 Urban 17ensity 24 27.95 19 14.0 0? 1.38 3.4 L09 1.9 0.44 2.9. 2.97 8.4 5.88 W O PROVED-09/07/2018 AX�'' �. ; i 4A OrbanDensity 9,98 7,17 0.86 0 U 1,43 2.29 ° .. _ - _.- SDP2o19o0o15 � °°' / `\. 4B Urban Density 11.19 6.83 0,52 1.09 0,44 1.54 3.07 O FIN S JTf PLAN ^ '�.� WI` r °I 4C Urban Density 6, R 2.31 1.46 0.85 Qr o `t" ,A_'\/\/\r V m r,,4 ., n /\ . / '/ 5 Neighborhood Densely 6.b S.l D 5.7 L5 0 7.2 err - °kr>>' \�>Y� \n� �' 6 NeighborhoodDensely 72 o 7 0 0 0.2 7.2 Q , ' 1�/. /'\/ - -' - y''¢' 7 NeilhborhandDcnsh' 17.7 11.9 0 2.9 4.7 11 8.7 O x 1 \ °°aa°, COL GR� , w �� . - /.- ! 8 Neighborhood Densely 25.8 2591 12.7 12.92 0 4.58 4 4.56 4 3.82 133 12.96 r �� doo° °, o°° Sr'4TC RT �VO RO - ^ o-o'O', 8A Neighborhood Denshy 9.55 5.52 0 0..54 1.80 1.64 3.98 w i ~O°va p oa°v° , / ,-r °°° ° ` 88 Neighborhoodamishy' 17.36 7.4 0 4.04 176 2.18 8.98 tu 0981, 43 (D.8 48-, R $ 6....... a - 263J ,//' -, 9 Neighborhood Density' 9.6 12.58 6.8 7.62 0 0 18 2.47 0 127 2.8 2.49 4.6 623 � LEGEND: , % / ) / 10 Neighborhood lenshy 4.6 9.66 3.4 5.42 U D 3.6 3.94 1 0.9 0 l D.3 4.7 S.14 � w 77. ! ( 11 Neighborhood Density 5.7 14.U4 3 5.38 12 1.47 82 8.66 1.3 1.(i8 (1 0 )0.7 11.81 z m o PROPOSED RESIDENTIAL &COMMERCIAL DEVELOPMENT ' , to � II �.Y? t` (APPROVED INITIAL SITE PLANS) 12 Neighborhood Density 6.7 5.7 0 3 1 0 12 JOB NO. 0 I 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 0 ft/r/�/l PROPOSED RESIDENTIAL& COMMERCIAL DEVELOPMENT GRAPHIC SCALE + 14 Neighbor'hoodoenshy 5.4 4.1 0 4.7 1.3 0 6 l 1$21$0 0 iI'i ,' %'I (APPROVED FINAL SITE PLANS) I o LL; . i5 Neighbtaatoad fenshy 16.9 13.6 U 4..1 2.1 L2 7.4 SCAB m 2Da 0 !DO 200 400 IRLD 'I I , -I •C I I .,. r .................. ? i ^" PROPOSED RESIDENTIAL DEVELOPMENT I I r , 16 Neighborhood Density 9.7 113.89 8.4 10.E 0 0 1.8 1.4 1.3 _._ 0 1.1 1.1 4.7 1 ,r_200, 1 , +/f 17 Neighborhood Density 15.8 16.1 11.8 8.8 0 0 3.3 0.9 3.8 52 0.2 0.1 7.3 6.2 W: I" i , ;, �: (PROPOSED INITIAL SITE PLANS) --- -.-...-.----------- --------- ......... , L ( 1N FEET) �' / 18 Neighborhood Denshy 34.4 36.55 273 24.73 0.7 0.4 4.4 6.3 3.8 4A 2.6 1.5 11.5 12.3 SHEET NO. I� 1 inch = 200 iL I , 19 lkookhill House Parcel 3? 3:2 0 0 0 0 0 3 w Total 223.9 174.5 168.8 106,[1 10..3 3,2.5 53,6 .31,i 1 28.8 20,35 16.0 12,28 1f18.7 66.89 \ \ .\ Sol, I TAP 46-19B7�_ STAYLEY HOMES LLC 87.80 At r U24.° •.Hj°% , aw MISS ,emsr am w �I a M �EXISTINtotalUSTRftMgoggles ` . - - -- - - -- -.yx ♦ ® •-a` Jff 11@0 L EXISTIN�i•GREENWAY(TYP.)J ♦ •••1�` ; i / •.... . . • . ®. i-�SC077 P_ LINE- - •uuu •♦,�% --- ••••� - ,'. / .� ♦ XISTINGGREENWAY(TYP.) 5`� \\� I �li�I /, �J Lic. No. 035791�- ?••••••••,•,•••••• ••� 1 _� •nditff�eYpQVyL, ee•sa•�tt 41 ♦♦♦ X, 1, r/ / / u. o •q \ _ - _ _ .. ♦~- .'� ♦ '�, -m - _ _ , ' _ J�'ta.. //� Ai�� 2/21/22 4 e e ♦•••4,• �� EXISTING PRESERVED) _ `-r♦ �1. i`` © \\ �'\X • (TYP.)�� S T7G� J 4 L i /.._ ••••• _ �� - STEEP SLOPES _ -iP v' t` \ �`i� ` i C ® ��� IONAL • ••♦♦•• - - - - - -' -- �`i `-- .-.- r . • - , , \ 11 - ' �' r. t ® orb I♦♦ ♦.�.y ••I,♦•♦••♦••••♦ -� �/ -\ _`-�..�i ���;;♦���� Zan ? _r ® \-� / \ ``may ♦♦♦ i✓ SSa113 .8f)�♦ .``_+•--`_` ♦•i,•••••••• / ----- .\\- MP bE, f -_^� _ _ _ , p ♦♦ ♦♦ 'c ♦»•0 ••i,• D11 5353 PG 747 EXISTING aoo-YEARFLOODPLAIN(TYP. ® / ♦�41es •♦••A. -\\ 37.80_AE ---_---- -- - v' � ¢31 ® � / �' Y . " - • : -ti:>�� �..`���, ♦♦♦ ♦ •vn u■uu„ X SSTING STREAM _ ,,,-♦•••,••, 4•S28024o6. 6E••t OUp,••♦,.♦.♦•♦♦♦•A - --� �\`_- ®� \��\ z COUNTYP ESERVEDSTEEPSLIMITS OF EXISTING L40PE5 ARLE137i8 ;�� •♦♦•♦♦••••♦• ®'� \ .�� ,N,��;® Z 10 c D I I Y`I HAVE BEENDETERMINEDTOBE ♦ •♦ I I EXISTING PRESERVED , �mal � ♦ •• ••♦• �� BMAS R L ©j �� O O LESS THAN ON NEW STEEP SLOPES [TYP.) • S �`♦ ••i 'ASSOCIATION INC \ w E TOPOGRAPHIC INFORMATION TO 35• ♦ •, �'4► 0 \ \ I� z 2 . ♦ •. TMP 46-19B9 f �`• > - THE SATISFACTION Of THE EXISTING GREEMWAY (TYP. toe 096q F DB 5512, PC 303 • :: �� ♦ ®� \ \ I I COUNTY ENGINEER, AS PERMITTED ! ; S �• 9 . `4b Cr UNDER SECTION 30.7.4(b)f1 `• t,.. 50.72 AC- As- ------66 !c ' ••• I I •';�: , I ,7S3°�Sfi7i'C�•�.... 566°o349•ig'E - 2 �f �_, \ � I I •-� - •p■ A, t EXISTING LIMITS OF .' � • 220- i' i75.7 W - I I l WOODED TREELINE _ 7 tuunue•■, MIXTURE OF DECIDUOUS r � � ` ■rn■e■tt puuun•, •.. •tt asts••••• •••4 •• - � i� � �- ' ' jI PROPERTY BOUNDARY (TYP. m &EVERGREEN TREES :•O♦� •••■si�~�' �6 ••• • I I.. m g • Ji ♦ . tntlttsste■■tt• ouw■■. �•• ♦ ♦♦ * �.•• ••. GR:11C' SCALE ♦ J I I SWM �• v s p• 60 aae O 1 I �, FACILITY • I I , • I I • . I I �+ ( IN FEl 1' ) �- BLOCK 1B I 1 inch - 60 8 '! 1 I - 44 (CURRENTLY PHASE 7 _ ♦+�3 0 1 I XISTING RIGHT-OF-WAY I I UNDER DESIGN) LINES LIMITS OF THEPMP : °%� BROOKHILL ��'------------ - ---•' DAM BREAK� APARTMENTS LLC EXISTNNG i2" 01 WATERLINE - _- - - INUNDATION ZONE\\ 1 I TRIP 46-19BJ LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES I I DB 5J33 PC 44S ' ` HAVE BEEN DETERMINED TO BE LESS THAN 25%BASED ON NEW I I i8, TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE I I J9.05 AC. ,_EXISTING 5' CONCRETE SIDEWALK N59° 04' 24.86w1 COUNTY ENGINEER, AS PERMITTED UNDER SECTION �.7.q(b)h L - r • � T It r EXISTING PRESERVED 1 I I ¢ RBD STEEP SLOPES (TYP.) r ' 0) 3 I I�� 44 o MULTI -FAMILY t- I W LS3 HOLDINGS11 Cvr TMP 46C 19B6 °y � � M �] -- or DB 5659, PC 389 z 6.792 AC. z Jm PROPERTY LIMIT CV _ d a i Co J I XISTING io'CONCRETE SIDEWALK lb f ■ I . ■ EXISTING LIMITS OF tt f I LAND RESERVED FOR WOODED TREE LINE ♦♦•♦ I / (N W { J DEMAND< FUTURE DFROMATnIiOE UPON CONTOURS BLOCK 1D &EV EVERGREEN EENTREESMIXTURE OF OUS •,•••t•♦♦.• ; ; N { i I COUNTY W DB St07 PG 148 u.lies .e■■■■••••••••t �t �}i NLn PHASE JUWHN�• 1 III LINES i 05 1bo� Q EXISTING STORM ` t 1 11 ' W _ SEWER SYSTEM _. _.._.._.._.._.._.._._ram `� +% �, "' BROOKHILL VARIABLE MASTER W Q vai oggo M o ?♦TMP 46-19B9 ♦ J_ TEMPORARY CRAD+NG AND I ASSOCIATION INC �♦ J H1 CONSTRUCTION EASEMENT _ DB 5512, PC 303 > PI Z L STELLA LANE i DB 5447 PG 603 EXISTING VARIABLE ;' - =-___� 50.72 AC. (A O EXISTING a2' DI ^ T W Z I� c VARIABLE IAIDTH PUBUC RIGHT OF W i BLOCK 1C WIDTH PUBLIC STORM ,• _ _ - WATERLINE A I' — DRAIN EASEMENT emu• r-1 —*-- -: ° (CURRENTLY 4 J �- -- \ -- -- - -� � r--� DB 5441 PG 245 — -- DB 5274 PG 376 •• -- - — .'°� ��• l .�„�.r EXISTING8" ^ i UNDER DESIGN) •i• •� ITS OF THE SUNNY O , i { .... . : \ -- A - - -- - -- - -- -- -- -- -- -- -� ••i•••••.♦• LIMNU OAT ON ZONE ° SANITARY SEWER DAY DAM BREAC, J I p t EXISTING io' CONCRETE SIDEWALK • •• V BROOKHILL APARTMENTS LLC EXISTING W 12 DI PROPOSED I - r - -' / •••♦♦•♦♦••♦•♦♦•••♦ Y (�• U� L TMP 46-19BI I I / ••, �•/ ,_, _ 1 DB 5133 PC 445 " PROPERTY LINE / �° •♦,♦. W O UJ c XISTING RIGHT -Of -WAY // • X co 19,05 AC. EXISTING ARCHER AVENUE inIIr 1 COUNTY PERMIT: # SUB20270ou7 I 20' ACSA UTILITY EASEMENT I _ . C W 1 ' 1 49' RADIUS TEMPORARY DB 5447 PG 603 ! I - • XISTING5'CONCRETESIDEWALK r �1 --- _ _ _ _ _ _ _ _ _ _ _ J VARIABLE N1DTN PRIVATE TURN -AROUND EASEMENT - � Q DB 5447 PG 603 \ . � ACCESS AND PARKING ��_.._,._.,_.._.._.._.._.._.._.._.._.._»_.._.y J I I _ ,. � I EASEMENT I BROOKHILL TOWN ) _ 1 DB 5447 PG 603 I I CENTER LLC C N30° 36' do 34'E NIO1H PUBLIC SMA r" I I I DBM5659 PC 394 ACCESS EASEMENT J W 2 xo 55 1 I 20.708 AC. : EXISTING � O /� • I I 99 Y STORMWATER ' -- -- - ----BSI--------'Lo97-------„ --- --- --- --- - -- -I 1 MANAGEMENT O N59°o4'24.8WW - N59°o4'24.86"W —,— •— �� r 1 VARIABLE WIDTH ACSA emmemmi a - - — _ - _ _ --, ` I "5 w -- --- ---��� -__ --- -----_---------j'�� - - ----' WATER7EASEMENT O ] _- •co ] „ , —. •._-.-- �a -- -- �, DB 5274 PG 376 EXISTING 8" MIN - —� -- �f d SANITARY SEWER r M q 8 p (1 8 b 4 1 • CV - _ r - ° H r r I EXISTING ? I ••• EXISTING FIRE o i BLOCK lA__, FH ^ - J I •♦ 3 HYDRANT z l -- - [ _, GAPAkVALNr ausnNeAnaairnevr (STINGS CONCRETE SIDEWALK tt.♦q o BENCHMARK �mlanq nun xncTOP=442.40 peur+ 111 f I " EXISTING SALAMANDER STREET EXISTING a2" DICOUNTY PERMIT#: SUB2oi8002a5 WATERLINE- [ITR 46} - ' - 2i6-0o' 1x19.7a tttt Hp O i - EXISTING �_'- NS9°o4.2` W N59°o624.86W ` - N59°0q'2 -86"W _ .. ttt••t a v SIGN�'+1.-. ----- ._ \_ _' - - -1� •�tsags$ JOB NO. - L-a3x.6q' X 1 R-367 S0. _ #_��„�KSK �.A _ k�6• 430182150 — - SALAMANDER STREET — Pu 5 G ? ' 4% 1 i S ER S 58' BUC R/w (p6 274 P 376)( _ I �'• ,`�, _ - •_• NS• ° SCALE ' I TYP 46-18E2 TMP <6-f8E3 TAP 46-f8E1 ^ ' fYP 37.2i W I 4 ` MANOR HOUSE LOT 46-f8A \' - !, - - J 1~ k'.`tjxa`* ^ I 1 -6� �� STANLEY MARTIN STANLEY MART( HAUCH, CHARLES R d COMPANIES, LLC COMPANIES, L CHARLES R. HAUCH k BLOCK 6 ELIZABETH ANN OC SHEET NO. i y = DOUCLAS B. OCLESBY - - I BLOCK 8B DB 5492, PC 476 B 549E, PC 17 DB f333 PC 450 - _ - - - - I I -` , .1--- --'-� s' I 5.451 AC 1.947 AC 3.179 AC.DB 5295 PC 636 BLOCK 19 = , --__�.-- • _3.179 AC. a ---- IBi04)ET14) Eii -- I N 1 � ; I I COD BLOCK 4 I - - T � I BLOCK 18 - I APARTMENT BUILDING 43 14-STORY 1 I 76 UNITS) II I Y NN i� I I ( 1M w 1 IM 1 1 � ' I —► h 11 I I II 1' `•1�� � ! yaT•�� I I I I I I I IJr I I ILI I I I I I I I I I I I - I I I I I I EXISTING STELLA LANE (PUBLIC ROAD) R$ :t SS}id 2) o6SS Z I I I 1 I l I I I BLOCK 4A I I I I I 1 I I I I I I I I I 1 n n n w- .:. ' -_.. i.--•---•--•—•• --- LIMITS OF BLOCK •- w- ' -:\ UMI1S CIT OLOCK 1 G a X w CO p y - cc G 1 1 - a j• 1 ---- 1_ BLOCK «_ r (PHASE) 1B -� I r j I ri I 1 1 1 1 1 � , 1 , o � 1 F / ' BLOCK IB - F APARTMENT %.. }�r :.:. _..-.BUILDING 4t?_______________ - 14-STORY - 66 UNITS) BLOCK (PHASE) 1B i 1 v BROOKHILL VILLAGE CENTER PHASING: PHASE IA: 32 MULTI -FAMILY RESIDENTIAL UNITS (CURRENTLY UNDER CONSTRUCTION)��L;l'II `. SDP2020-00035 t PHASE IB: 210 MULTI -FAMILY RESIDENTIAL UNITS (FINAL SITE PLAN UNDER REVIEW) SDP2021-00098SCOTT R. LINSZ PHASE IC: 3-STORY COMMERCIAL BUILDING (6o,000 SF), 2-STORY FITNESS CENTER, & rJ I.ic. No. 035791a THE EXTENSION OF STELLA DRIVE °2/21/22 SDP202i-00064 (INITIAL SITE PLAN APPROVAL ONLY) w� THE PHASE 1D INITIAL SITE PLAN WILL CHANGE THE DEVELOPMENT AREAS 10SAI £ � FOR PHASE iC. A PORTION OF PHASE iC IS BEING RE -DESIGNED WITH PHASE 1D. THE FITNESS CENTER APPROVED WITH PHASE IC IS BEING MOVED INTO /--- __ - PHASE 1D & THE SQUARE FOOTAGE AND BUILDING HEIGHT OF THE COMMERCIAL BUILDING IS BEING REDUCE FROM A 3 STORY BUILDING TO A -_ -_ 1-STORY BUILDING WITH A TOTAL OF 20,000 SF IN LIEU OF THE ORIGINAL �\ APPROVED 6o,000 SF BUILDING. PHASE ID: 3-STORY COMMERCIAL BUILDING (6o,000 SF), (8) i-STORY S,000 SF COMMERCIAL RETAIL / RESTAURANT BUILDINGS, 1-STORY io,000 SF _ - RESTAURANT, 2-STORY FITNESS CENTER (30,000 SF), 12o BEDROOM HOTEL (6o,80o SF), COMMUNITY CENTER & POOL FACILITY (16,000 SF POOL & COMMUNITY BUILDING), & COMPLETION OF THE VILLAGE CENTER PARKING LOT. NOTE, THE PADS FOR EACH OF THE BUILDINGS WILL BE COMPLETED Z WITH PHASE ID, BUT EACH BUILDING WILL BE CONSTRUCTED AS A a SEPARATE PHASE OF CONSTRUCTION. THE PARKING LOT WILL BE a COMPLETED WITH THE BUILDING PADS & FIRST BUILDING WITHIN PHASE ID. uin En m Z W En in ------------- � ►AL11a w _ 3 SfiFSEYeA�-'----------- -- -_-_- ------- (BLOCK TITj O;MAFC 4 dija3• ) - ww S'ksLoa 21 �-.. Lu i PROPOSED 4-STORY HOTEL j 120 BEDROOM UNITS (15,200 SF FOOTPRINT) 60,800 SF i I \ ♦ 0 I............................. I ` I'I I I I I I I I I I I ` I I I I I II 1 I Q N ! COD -+ ! BLOCK 3 PROPOSED I - 1 STORY ! j RESTAURANT ,I I 10,000 SF - j O-- I OMITS OF BLOCKS , CT) ..—..—._—.. ................—..—.._BLOC..—.._.._..BLOC. —� OMITS OF BLOCK 1 — J j—•UKIi150i 1lUCKi Ch PROPOSED PROPOSED j I PROPOSED PROPOSED I PROPOSED 3-STORY 1 STORY 1 STORY / 1 COMMERCIAL OFFICE COMMERCIAL COMMERCIAL 1 STORY 1 STORY COMMERCIAL COMMERCIALLu BUILDING RETAIL / RETAIL / RETAIL / RETAIL / I / Lt O 60,000 SF ___________ 25 MA%IIAUMFRONT RESTAURANT RESTAURANT - --- RESTAURANT RESTAURANT I / SETBACK (BLOCK II BUILDING BUILDING BUILDING BUILDING I COD tt� 04 04 I !1 5,000 SF 5,000 SF lJ 1 `--- I S,D00 SF 5,000 SF I BLOCK ® Q TEMPORARY1 - 5i:d AND ```` Q W > ~ : J CONSTRUCTION EASEMENT ' i � ``• r' ' 25' MAKIMUM FRONT `, � L.I..I DB �447 G 6 3 j screnaroLoa2) I \�.. ww .J PRIVATE ROAD BLOCK I COD ; "� - -I ( f (PHASE) IC BLOCK 1 �`. \'� ® > O w Q L. 1 I_.._.._.._BLOC..-.._.._.._..-.._.._.._..t _ I I I 1 23'MA%IMUMFRONT _ _ ____________________ .- - - - XIMU -- - - ------------------- SET80.U((BlACK11 BLOCK 18 - I f BLOCK 1C- ! APARTMENT 1-STORY BUILDING M1 COMMERCIAL OFFICE ! (4-STORY - 68 UNITS) BUILDING ! f 20 000 SF BLOCK l ------------------- PROPOSED 1 5TORY COMMERCIAL RETAIL / _ RESTAURANT BUILDING S,ODO SF _1 Y I • •IMMTS Of KOCK 3 Q O j � 'Ti•, U CO J ' -- 1 (PHASE) 1C -%W I w o I 4- BLOCK BLOCK > ' ua - -+ (PHASE) 1B ! i I (PHASE)1C M I � .— jl coo � L_J ' �� •`, � ry I --I BLOCK 3 1 T ; j N�O1H PUBUE SENT I ' _ - j� `. � P CESS EASEMENT � (n \/ F Y� ! CUDQC I j BLOCK 1 BLOCK ffiI� (PHASE) IA -- - - BLOCK lA - lV FRONT BLOCK IA APARTMENT BUILDING , ____ 1 ------APARTE BUIIRING ,__118UN1TS) •----- .:----- .___ I sETTuIcKlelcciTl --_f_�4��i �----'-^--_ 7�7___r - — Z Q Z>p \__ /i..T� EXISTING N < SALAMANDER STREET w = m (PUBLIC ROAD) ,_. BLoac se BLOCK 6 j BLOCK 19 PROPOSED I � � W 0 COMMUNITY POOL j CENTER Q ! 0 m O �+-+ / O — - .4 -------------- ----------------- ____________ GRAPHIC SCALE ( IN FEET) l� 1 inch - 60 It. )OB NO. 182150 SCALE 1 "=60' SHEET NO. 5 i `M as. TRASH 16 BUILDING CODE NOTES: -- ` i• 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. ^� z. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A227.1-0'9 AND doo —� 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 5' MIN. SIDEYARD SETBACK - � I 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. S. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY -, 2985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A 11 DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLL CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT S40-S62-38So x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY ` ` FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE 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. 9 SIDEYARD ftft > SETBACK - ` ` - ---- -- - __ _- n 0 23 PROPOSED PARKING LOT POLE LIGHTS (TYP-) PROPOSED 4-STORY HOTEL 120 BEDROOM UNITS 15 (15,200 SF FOOTPRINT) 60,800 SF MAX HT = 56' (1 PROPOSED 6' h� CONC. SIDEWALK O S 24 + RAVELWA NEW lot i ' a � 3 N Us a F �4' RAVEL 23 1 1 1 (188) 24 � PROPOSED 6' RAVELWA CONC. SIDEWALK v Q s 3 (P)DUMPSTER N j ENCLOSURE Q a I v PROPOSED PARKING LOT POLE LIGHTS (TYP•) (13; PROPOSED6' t PROPOSED PARKING CONC. SIDEWALK LOT POLE LIGHTS (TYP.) (P) ;P Q` 01 z'GRASS ERHANG (TYP.) 2'GRASS ERHANG (TYP(.) I �4 16 PROPOSED 6' F CONC. SIDEWALK aa�ala�na�Ia�Ila�nul�Iasu�Ila�ala�Iaa�aaa�alalwaal�aaaa�aa/ •'. zoo � CL h BIKE RACKS — PROPOSED 1 STORY PROPOSED 1 STORY TOTAL) (8 BIKES TOTAL) riP. PROPOSED 3-STORY COMMERCIAL RETAIL / COMMERCIAL RETAIL / PROPOSED 1 STORY PROPOSED 1 STORY 8 ADAACCESSIBLE COMMERCIAL OFFICE RESTAURANT RESTAURANT COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ BUILDING CONCRETE RAMP BUILDING 5,000 SF BUILDING 5,000 SF RESTAURANT RESTAURANT MAX. HT = 25' MAX. HT = 25' BUILDING 5,000 SF BUILDING 5,000 SF CG•3z riPICAL 60,000 SF ,`^. ^ $ $ S MAX. HT = 25' MAX. HT = 25' 1 MAX HT = SO' PROPOSED STREET PROPOSED AT GRADE z MAX. FRONT SETBACK PROPOSED GRANITE TREES TO BE BRICK PEDESTRIAN CURBING ALONG rPLANTEDWITHIN CROSSWALK. WIDTH = 20') _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S'MAX_FRONT SETBACK _ _ _ _S_TE_LLA_D_RI_VE SIDEWALK WITH 6'x6' -- ------------------- -GRATEOOPENING ---- - -- ----- (P)STAMPEB------ - PROPOSED STRIPED i CONCRETE SIDEWALK PEDESTRIAN CROSSING ADAACCESSIBLE BRICK PAVER SYSTEM PROPOSED (MIN. WIDTH = 121 CONCRETE ROMP AT INTERSECTION B'X3o' PARALLEL PROPOSED CG-12 TYPICA WITH I' CONCRETE PARKING SPACE RIGHT OF WAY 6 (P) 'BIKE LANE 6 EGGING zoo' a a� a l I a s 68' 68' PHASE ID I' II iliriY liiT(� �allr iI=t- alrlaYarlii af�la6-a ii ia�(fila�i��Yf ila�as asa�aI a 9aa�asaa�asaa�II as as aaa�asa�aa� ti PHASE IC tPA�TIFO AREA . PATIO AREA,,, Lu BLOCK co "wN44auj (P)4BIKE RACKS i IMATCHLINE - SEE SHEET 7 ILLa—, (PHASE) 16 IW 6 —o� 1�'^ (8 BIKES TOTAL) TYP. �_ _ _ RI C� BRICK PAVER SYSTEM h rgi I e ,,�-�„P AT INTERSECTIONPROPOSED 8 CONCRETE I STELLA LANE PRIVATE STREET BLOCK WITH2'CONCRETE SIDEWALK(TYP.) �CG-6CURB CG-6CURB DISTANCETONEAREST` 3z' I EDGING PROPOSED ❑ 108' RI6 T OF WAY (TYP-) (TYP.) (PHASE) 1C . INTERSECTION=7S0' F!C-FJC MEETINGAREA ' (3) LOADING 20,000 SF 110 I z . ' . ra SPACES (3Yxz5') Ia ICL I N �J LL PROPOSED R tih �- j LIMITS OF PHASE I ao I N KN (P)8kzo PARALLEL IC DEVELOPMENT . a a 6' BIKE LANE PARKING SPACE AREA 'I ('''j - ,PROPOSED6' vtilOAi:FA PATIO AREA PHASE I CONC. SI DE NALY: all�a.aa�gaar I - 1�u�n�ua�ua�Iaa�al�I aaa�ua�iaa�ua�na�al - y 200, I 67• PHASE ID o a I a�l am a� a I I a� n, PROPOSED GRANITE PROPOSED PROPOSED 1 STORY PROPOSED 1 STORY �',p zo' PROPOSED STOP CURBING ALONG PROPOSEDSTAMPED PRIVATE I COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ PROPOSED 1STORY PROPOSED 15TORY STELLA DRIVE CONCRETE SIDEWALK RIGHTOFWAY COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ -PEDESTRIANCRPEO SIGN(TYP.) RESTAURANT RESTAURANT PROPOSEDSTROSSING_ - __ _ F!C-F/ (MIN. WIDTH iz') - BUILDING 5,000 SF BUILDING 5,000 SF 24' RESTAURANT RESTAURANT TRAVEL Y I - - ' BUILDING 5,000 SF BUILDING 5,000 SF a I :�t I k: 11 (_ lik-W CO'CI'/R. (115LLIN Lic. No, 035791 L 2/21/22IN Q N N Lu O M zcyi z N Q C0 J 1 N W PROPOSED O RECREATIONAL PLAY CA AREA, AMPHITHEATER, & OUTDOOR RECREATION I N GATHERING AREA lJ 42,000 SF Q GRAPHIC SCALE � c IS ( IN FEET ) 1 inch = 30 ft. / W > J w Q_ Z> W F---� — w z � H O J i Q �LLJ � Z=elf W Y U Lu O c Ul co W ~ z w J J �1 CO O w LL ory- LLJ ' ' O N � w uj a W JOB NO. 182150 SCALE 1 "=30' SHEET NO. 6 6 c 0 0 u n ---- 4BIKERACKS PROPOSED 1 STORY PROPOSED 1 STORY (&BIKES TOTAL)TYP. COMMERCIAL RETAIL / COMMERCIAL RETAIL / PROPOSED STORY PROPOSED ISTORY a PROPOSED 3-STORY RESTAURANT RESTAURANT COMMERCIAL RETAIL/ COMMERCIAL RETAIL / $ ADAACCESSIBLE " COMMERCIAL OFFICE BUILDING S,000 SF BUILDING 5,000 SF RESTAURANT RESTAURANT PROPOSED CONCRETE RAMP BUILDING MAX. HT = 25' MAX. HT = 25' BUILDING 5,000 SF BUILDING 5,000 SF MAIL KIOSK - CGax TYPICAL 60,000 SF � -v, 'g' 'g MAX. HT = 25' MAX. HT = 25' i O7 MAX HT = 50' PROPOSED STREET PROPOSED AT GRADE ^ PROPOSED GRANITE TREES TO BE BRICK PEDESTRIAN 25' MAX. FRONT SETBACK , CURBING ALONG rPLANTEDWITHIN CROSSWALK. WIDTH • 20') ;' _ _ _ _ _ _ _ _ _ _ _ _- _ _ _. _. __ - - __ _ _ _ �5 MAX_FRONT SETBACK I ` r 1 DRIVE SIDEWALK WITH 6'x6' j -PROPOSED STRIPED -- _ _ _ _STELLA -- - GRATED OPENING ---- - - ----- HP)STAMPEB - - - - -- _ _ CONCRETE SIDEWALK PEDESTRIAN CROSSING ADA ACCESSIBLE BRICK PAVER SYSTEM PROPOSED (MIN. WIDTH • 1x9 CONCRETE R>MP ft 1 ♦ AT INTERSECTION B'x20' PARALLEL PROPOSED (P) ' BIKE LANE CG-22 TYPICA ft WITH 1' CONCRETE PARKING SPACE RIGHT OF WAYA 6 6 ' #c EDGING 200' �.�.. 4 1 68, - 68' alll .. ..�..�..�ti.� .�.._.._.. ..�.._.._ ._,._.._.. .._.. .._.._.._.._.._.._..�.. PHASE ID .._.._19_111 I � - PHASE IC PATIO AREA PATIO AREA - k-. ElITUPr.11- - _ _ I'/I ` tit�t� sA 8 J `o . InnI��JfII, � $t�. . - I FANCE,28o, PROPOSERS _ -PEDESTRIAN Ic Lic. No, 035791. L 2/21/22 ° BLOCK a MATCHLINE -SEE SHEET 7 I i PHASE 1B w w n�iJ (P)4BIKERACKS (PHASE) IW A' o "' &Q (861KESTOTAL)TYP, _ _ _ _ - r_� _' - _ BRICK PAVER SYSTEM , O \ 8 6' - P w`ATINTERSECTION �`PROPOSED8 CONCRETE o _. STELLA LANE PRIVATE STREET BLOCK zo N ., _ - EDGINWITH G CONCRETE / SIDEWALK(TYP.) Z V) g CG-6 CURB ❑ CG-6 CURB DISTANCE TO NEAREST _ 3z' EDGING PROPOSED — J/ I w m 108' RIGHT OF WAY (TYP-) (TYP.) (PHASE) 1C INTERSECTION•7SO' F/C-FJC MEETING AREA o V)) (3) LOADING 20,000 SF �� O z s 8f 20 - yQ SPACES(22'x25') Id P ld �� 1ww B;p 0B;p o -^ LIMITS OF PHASE �, j E w w` I N PROPOSED (P) 8'x2o' PARALLEL IC DEVELOPMENT I �� V / c °N0 j� °D a �o Q 6' BIKE LANE, PARKING SPACE I AREAN Lu jPATIO PROPOSED V AREA - PATIO AREA `t _ I •�., ll I li PHASE IC p CONC SIDEWALK `r- •.����n-ram' - -- 1�n�..�n�..�..�n�. ..�..�u�n�n�u - 0� 1 6 67. PHASE ID ..dlr..�.. ..�.� PROPOSED GRANITE PROPOSED PROPOSED 1 STORY PROPOSED 1 STORY �)P CURBING ALONG PROPOSEDSTAMPED PRIVATE ' COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ PROPOSED 1 STORY PROPOSED 1 STORY zo PROPOSED STOP STELLA DRIVE CONCRETE SIDEWALK RIGHT OF WAY }� COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ SIGN (TYP.) RESTAURANT RESTAURANT FJC-FJ (MIN. WIDTH = 22� : RESTAURANT RESTAURANT _-______________________ __-_- BUILDING S,000SFBUILDING5,000SF z4 TRAVEL Y - MAX. HT = 25' MAX. HT = 25' FJC-FJC v BUILDING5, F BUILDIN 5, F - - - � MAX. HT=25' ,Ir . MAX. HT=25' I-----------------------------------------1 S BLOCK 1C- TRAVELWAY 0 ~ 1-STORY o ^ (P)5 REETTREESTO I ' BE PLANTED WITHIN 6' PLANTING STRIP ; COMMERCIAL OFFICE SIDEWALK WITH GxV I PROPOSED 20 BRICK GRATED OPENING WITH STREET TREES PROPOSED STOP PROPOSED & CONCRETE 6' PLANTING STRIP BUILDING ' SIDEWALK I SIGN (TYP.) SIDEWALK (TYP.) , , WITH STREET TREES : PROPOSED 5' - 68' 68' 1 20 000 SF PROPOSED CG-12 CONCRETE SIDEWALK • I PROPOSED 6' PROJECTPHASE n W LINE (TYP.) Q o: 30 BLOCK -1A , , , , t� PROPOSED STOP Eo } f4, a ^ SIGN (TYP.) ^ , 24 d 8' S' 2' ® B' 8' 8' B' S' 8' * r- -- 8' 8' 8' 8' � I FJC-F/ � 24 FJC4- a 9` PROPOSED PARKING�v ; TRAVELWAY (TYP.) LOT POLE LIGHTS(TYP.) TOT .. .. ..�..�n�..�..�..�n�..�..��IB .II ) �•" y �_ y AREA u PROPOSED PARKING O9 ♦� -I 3 I 3 LOT POLE LIGHTS (TYP.) ; ' n w Lu ! N Q PROPOSED V00T STD. CG-2 `4 21 ADA CONCRETE RAMP —1 - — -- -- CONCRETE SIDEWALK :• '• " '• 200' I 9.zo 6 }a FIRE LANE FOR BUILDINGS PROPOSED STOP PROPOSED S' CONCRETE w PROPOSED STOP n a w - 3 BLOCK n . 18' SIGN (TYP.) SIDEWALK (TYP.) SIGN (TYP.) 'a I(PHASE) 1D (TYP.) '• � 11� SPORT COURTS m11m SEE DETAIL ON SHEET 8 k I , ZD 1 I _ v 9' 1911 (TYP.) a - PROPOSED 3 BLOCK PHASE LINE(TYP.) a ) 1C� OMMUNITY POOL PROJECT PHASE N Lu I PROPOSED 6' CONCRETE SIDEWALK (TYP.) CENTER I I PROPOSED PARKING ;k PROPOSED 2 STORY ' -T-� I--n--rr-�r-��--�� --- -- - - PROPOSEDSTOP 3, ^ LOT POLE LIGHTS (TYP.) PROP SEDTOP Ir 1a, SIGN (TYP. I j FITNESS CENTER ' �4 �$ Eo I v j 7 I AVELWAY !'� " ' 9 30�000 SF ____ - . f P S� \, ;' (P}DUMPSTER �y �'as` (112' x 134') BLOCK 1A - 1 A I 7^ , PROPOSED STOP ENCLOSURE ry W APARTMENT BUILDING o sIGNmPa ;'tea 14 UNITS PROPOSED STOP-- - It h.' I (TYP.) (19 r _ _ .y. P - - _ . - ----- EXISTING CURB - - I CUTIENTRANCE - p + - TO BE REMOVED T I ANDCURBISW ' EXISTING CURB ' EXISTING SALAMANDER STREET a Tp1STANCE°z$O IEP� (PUBLIC ROAD) � LL N W SIGH 581 PUBLIC R/W n 6B �74 PG �EXIlSTvN` 5'CONCRETESIDEWALK EXISTING SALAMANDER STREET CURRENTLY UNDER CONSTRUCTION SEE PLANS UNDER SU82o2800225 BLOCK 19 REPLACED - - CUT /ENTRANCE :I .>- . TO BE REMOVED PROPOSED PARKING PROPOSEDSTOP - --_ - _ i ?: SIGN (TYP.) AND CURBISW �' REPLACED 4) 4LOT POLE LIGHTS _ 4)Q REPLACED SIGF1TD15TANC _z8o GHTDISTANCE= =z8o' E-- 280' \ 5(GNT DISTANCE PROPOSED STOP \ SIGN (TYP.) - - - -I - - - - - - - - DISTANCE TO NEAREST INTERSECTION = 235' AREA OF MILL & OVERLAY PROPOSED INGRESS/ PER VDOT WP-2 EGRESS LOCATION BLOCK 6 DISTANCE TO NEAREST INTERSECTION = 46o' AAREA OF MILL & OVERLAY PER VDOT P-x ) GRAPHIC � i is Ir so i ( IN FEET ) 1 inch = 30 (t. PROPOSED5'CONCRETE SIDEWALK (TYP.) Q N C N 0 O ti ZM z N Q — M ^J^ W O W V / W > J W Q z >� H -I -Wz � H z L9O J Q elf � z=�LLJ U '� ~ �1 W � � w U O I— co ul CO ~ Z w J J � H — CO ..L W Q Q C:) W C:) N 0 J f L JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 i 0 u BLOCK 9lk Aii 411, 0 Ab L //1 S _ 4••r ,i i it ® \ / g \\ \ 7) BL K 11 `�♦ �f' , i % •• U Lic. No. O 79111 2/21/22 - - r •\ - Tfri All to .10 i I I 1 1 1 I I I 1 I I I 1 I I I I I I I I I I I i I I I I I I I I I I I I I 1 l I I I I AID 1 rw4111, 411, 40 At 41, 77 11 _ ♦ l +� —� \ 2 ____ }} 00 PROPOSED m�: • I -- '` \` ADARTMENT •�"'' •. r, ~` y ® EUILOING •3 , IV �� .nw •r •x .NM' �nia ' II \ ♦ �\\r ..� .� , I 1 (A -STORY ` rM urM M '.•^.• .1••h• ' \, 0 I, •\•�. M i0 r i • ` .6o, O .N.. - ♦ r - I r r ® min_►r nee • ,g 60,800 SF _ ;��, O \ I r - _ _ _ - —i ♦ ♦ STD - Z-- --- ' ------- ' , iJ♦ TIT- z a o . �.J. .�....._. .I % I I o N. BLOCK 46 ac t �11 i3 •�• , I , - — , +—, ' • - ♦, ¢ a �--- - � - -- 1 �,.(,rc i I', r i PROPOSED ; 1 ©�1 _ % _ �` I �r RESTAURANT1 STORY 15 10,000 SF h< - 1 Lu n�' " 1 '{ �. 1 '4 `: '^,;rin Lei —•► ` �.' _ �!. 'w• !✓• - '`, �♦ r Ii N PROPOSED PROPOSED a { PROPOSED 3-STORY i STORY 15TORY _ PROPOSED PROPOSED r COMMERCIAL COMMERCIAL 1 STORY 1 STORY / I k '•' j , COMMERCIAL OFFICE ! • `� BUILDING RETAIL / RETAIL / COMMERCIAL COMMERCIAL / ® NO W AnART1PRO9051iolNc /7 - I ,OOO SF - _ RETAIL / RETAIL / ,/ 1 0 r ( \ ` + 60 RESTAURANT RESTAURANT i4:STOR4-'__'"___"_______ ... BUILDING BUILDING , RESTAURANT RESTAURANT '.. 66Ui - BUILDING BUILDING �\ N 5,000 SF 5,000 SF �r � 5E �-----,OOOLSF OCK ♦ate - _. �\ sl / l EXISTING - _j Q STELLA LANE J +---------- l (� y PRIVATE ROAD ± �� j � � (PUBLIC ROAD) 1 } i yr - \ T i'_ 1 - ��- -� `�. — ��\\ HJ Lu OEHd & a - FA+ Se c r1 ./lk_ L1 — - _ j/i I I I ,+ nR. PROPOSED PROPOSED ---PROPOSED PROPOSED J� I �j 1 PROPOSED 4-STORY HOTEL 120 BEDROOM UNITS J r I { * (15,200 SF FOOTPRINT) �nn�nnm � j PROPOSED APAATMEEN BUILDING 91 1 STORY 1 STORY i J 1 STORY 1 STORY 0 ----------------- -f4sVI r--------------- - -COMMERCIAL-- -COMMERCIAL .. COMMERCIAL COMMERCIAL T� Q 68UNIT$) BLOCK 1C• Q RETAIL/ RETAIL/ 0 RETAIL/ RETAIL/ _ 1 STORY _ RESTAURANT RESTAURANT z RESTAURANT RESTAURANT l --1 U COMMERCIAL OFFICE BUILDING BUILDING jl BUILDING BUILDINGBUILDING Q 20 000 SF 5,000 SF 5,000 SF I^ - I ' ' S,000 SF 5,000 SF f 0 0 I rn w �+ ---------------------.-- - S II *T % .•' ' ` • I �" 1MD1H PUBLIC SPM F— 'b_ - - --I a a rz 1 - I w.�� _ --- --- ' - J o _ I I a •+ � I � "-' y I ROPOSED W a , P Y _____ _- _- -- i'! ; COMMUNITY POOL, O - - I CENTER r l LL 1-- FITNESS CENTER Imo_ I I -L - i• - - - -1-� t- �- IT2* xl3W) �. o BLOCK IA - N 4 ___ TW G_ 1 __ - ! - 1 . APABTMEW QU ING--i----- 1 l- ------ -- - -- - - - ---- - LAJ i ^ z > . EXISTING -- - - - - - --_ ----- -- - O w a _ SALAMANDER STREET - i' x — - — W i CO - - (PUBLIC ROAD) ---- ------------ - - 10E1 NON BLOCK 88 ( JI ') GRAPHIC SCALE BLOCK 6 � ` � - - • - -- - _.. � `_- �-mil - I IN FEET ) 1 inch - 60 ft- SCALE SHEET NO. 8 ` c o, ( STORMWATER MANAGEMENT NARRATIVE: _` _ _ - o ; 00 /f o J '•1 �., OVERVIEW: \ ~� 1 �, 00 O / ' O , I THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT 15 O op O / o PROVIDED TO MITIGATE THE IMPACTS FROM THE PROJECT'S PROPOSED AND FUTURE IMPROVEMENTS. eO 00 // ` �-i-�, 0 O p p p° I I / THE STORMWATER MANAGEMENT PLAN COMPLIES WITH PART LIB SWM REQUIREMENTS- `+ !. _ _ �` ♦ ♦ - �� - 0 c / ; THIS PLAN MEETS TWO PRIMARY OBJECTIVES. THIS PLAN PROPOSES TO PROVIDE STORMWATER 0 - • THIS PORTION OF STELUI LAME I$ ♦ _ NOTE: HIS LA OUi I OR MASTER PLANNING OF THE STORMV/ TER O - U Lie. No. 035791 TREATED UNDER WPO 201800086. THIS ♦ ♦ - - MANAGEMENT FACILITY ONLY. ALL CONSTRUCTION OF RETAINING WALLS OR 0 l'� ° /// / QUALITY AND QUANTITY TREATMENT FOR THE FUTURE DEVELOPMENT OF THE TOWN CENTER, AS WELL �� .• w �� PLAN IS CVRRENTLY UNDER REVIEW \ \ - GRADING OPERATIONS WITHIN THIS AREA SHALL MEET THE THE NEWLY o \ , o i AS TO PROPOSE THE REMOVAL OF AN APPROVED LEVEL SPREADER (LS-11) THAT HAS NOT BEEN .0 2/21/22 No NOD[Fturlons ARE PROPOSED I ADOPTED GRADING ORDINANCE, AS PART OF 18.4.3.3 OF THE COUNTY ZONING p \� ° / CONSTRUCTED. AT THE TIME OF LS-11's APPROVAL, THE FINAL LAYOUT OF BROOKHILL WAS ��, �h• ■ THIS AREA 8 ITS TREATMENT, / ♦ ,J PROPOSED SWH FACILITY UNCERTAIN. HOWEVER NOW THAT 1T 15 MORE ACCURATELY DEFINED AND THE UPLAND AREAS ARE ■ +asL j �'� ♦ - ORDINANCE O O 8 ACCESS EASEMENT . ��->.� 1 _ \ - - _ _ _ PREDOMINANTLY TREATED WITH MORE RECENTLY APPROVED SWM FACILITIES, ITS NEED HAS p 0 d� \ \ DIMINISHED. ALSO, THE INSTALLATION OF A LEVEL SPREADER THAT RECEIVES BYPASSED RUNOFF ■ • -.t��� • - \ ';� MAPPED FLOODPLAIN, O 0 ° 0 \ FROM A PERENNIAL STREAM 1S NOT IDEAL. THIS CONFIGURATION WILL BE DIFFICULT TO INSTALL AND ■ �.a/'� \ \\'\\ TYP. ~O .r!' ( o.•., \ \ WILL LIKELY RESULT IN CONTINUED MAINTENANCE CHALLENGES WITH FREQUENT WASHOUTS. ■ . ♦♦ r 4 � -a'O 0 0 0 0 0 0 0 0 0 0 0 0\ O \ \� 1 WATER QUALITY SUMMARY (� : _ _�� - - - O C 0 - - -.00 IT IS ENVISIONED THAT THE FUTURE TOWN CENTER, WHICH IS CONCEPTUALLY SHOWN ON THIS PLAN, q`I ■ 1♦ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �i + PROPOSED*bDWENTRATEO p O \ WILL GENERATE A REQUIRED PHOSPHOROUS REMOVAL RATE OF 29.94 Ibs/yr. THIS PHOSPHOROUS ■ ♦ i I OUTFALL 02 T0•BDi 02 1 0 00 \� , LOADING WILL BE MITIGATED VIA THREE BEST MANAGEMENT PRACTICES. THE APPROVED POND 4 AND ■ ` '� `\ - I s7 0 ITS LEVEL SPREADER HAVE BEEN EVALUATED WITH THIS PLAN's CURRENT/CONCEPTUAL TOWN CENTER I 1 1 1 1 I ■ ■ ■ j • I�� ■ 1 /!� 00 0 , AND HAVE BEEN CONFIRMED TO BE ADEQUATE. THE APPROVED POND 4 AND ITS LEVEL SPREADER 0 0 ♦r O0\1VILL REMOVE 25.70 Ibs/yr OF PHOSPHOROUS. AL50, ANEW LEVEL 11 'VIEi POND B' VlILL REh10VE AN 0 1 °\ , ADDITIONAL 8.53 Ibs/yr OF PHOSPHOROUS. THIS WILL GENERATE A PHOSPHOROUS CREDIT OF 4.29 °°\\\--IbSlyr (25.70+8.53-29.94). 20' OF OLF ./ A ELEV.-4' 0 � A► 1 IN ADDITION TO THE AFOREMENTIONED FUTURE TOWN CENTER, THIS PLAN REQUIRES ADDITIONAL 20' OF CHANNEL FLOW DONT+gE , od �- � PHOSPHOROUS REMOVAL FROM THE ELIMINATION OF THE LEVEL SPREADER, LS 11. PER THE THE EMBANK \ - UNDERGROUND W Ii i ° ° \` '+ APPROVED WPO PLANS ANALYZING LS-11, A PHOSPHOROUS DEFICIT OF 2.21 Ibs/yr. IS GENERATED / F,N ERG FACILIT~°00 FROM THE REMOVAL OF LEVEL SPREADER LS-11.A4EA (BLOCK 4B) RECEIVES STORMIYATE0. ,O O I O JANTITY AND QUALITY TREATMENT UNDER ( O - Q OVED WPO 201800051. NO MODIFICATIONS / p IN TOTAL, THIS PLAN MEETS MINIMUM WATER QUALITY REQUIREMENTS WITH A SURPLUS OF 2.08ARE PROPOSED TO THIS AREA B ITS . ■ � % ■• O Ibs/yr PHOSPHOROUS (4.29-2.21). THIS 2.08 Ibs/yr PHOSPHOROUS CREDIT WILL BE APPLIED TO U) ccOiIMY/ATER QUANTITY TREATMENT. THE - 00 BLOCKS 9-11 CURRENTLY UNDER REVIEW (WP0201800086), WHERE ITS BLOCK 11 IS LOCATED In mR QUALITY TREATMENT WILL BE SLIGHTLY i d O ' IMMEDIATELY ADJACENT TO THIS PLAN's WET POND'S'. NDACTEb WITH THE REMOVAL LS-1I` _ * III 1 I 0 1 j ;_ 4bMEN POST-0Ev. I1 1 q O f WATER QUANTITY SUMMARY O '., I ■ ( SUBAREA :'`. I d J 0 I / THE PROPOSED IMPACTS ASSOCIATED WITH THE FUTURE TOWN CENTER ARE TREATED THROUGH THE 53 E ■ - _ I .ar9 ■ CN=9o- ♦ 1 I % 0 1 !JI o I III ATTENUATION IN WET PONDS. APPROVED'POND 4' TREATS SUBAREA WAND 'WET POND B' TREATS z i r ae9�� Te.0.10 h . o _ _ O'• SUBAREA'B'. BOTH SWM FACILITIES HAVE CONCENTRATED OUTFALLS, WHICH ESTABLISHES THE U) Lu 1 _ PROPOSED ANSION OF POINTS OF INTEREST (POI). APPROVED 'POND 4' DRAINS TO POI z 1 AND'WET POND B' DRAINS TO POI 1 _ I T 1E APPR MIT$ OF ♦ 3 y ` ■ I .♦•• . r / o Oyl °15TURBAILCE UN R OF 42. CHANNEL PROTECTION COMPLIANCE IS MET FOR POI a1 & POI 92 VIA 9VAC25-870-66, �1, 'I -� 'Z ♦ •// q 2a17Do0a7; AN END Or s2 SUBSECTION 8.3.a (i.e. THE ENERGY BALANCE CALCULATIONS). FLOOD PROTECTION FOR POI o 1 IS ♦ `icy . ! 1 `. - , ■ R ■ ; ■ ■ ■ ■ S S f b / MET VIA 9VAC25-870.66, SUBSECTION C.2.a WITH A LIMITS OF ANALYSIS SET BY SUBSECTION C.3.c ■ : , ! Lyp ■� ■ ���� ♦ ; // o r o (i.e. APPROVED POND 4 CONTAINS THE 10-YEAR DESIGN STORM AND ADEQUATELY RELEASES DIE W q` rF 0 RUNOFF THROUGH MANMADE PIPES & RIPRAP TO A MAPPED FLOODPLAIN). FLOOD PROTECTION FOR ■ - , corm .� 0 ' POI 02 IS MET VIA 9VAC25.870.66NOTE:, SUBSECTION C.2,b (Le. WET POND B RELEASES A 10-yrce T `� - 1 �. A• j l.J - Y0 Itl ■ --� / j / / p 0 THE LIMITS OF DISTURBANCE ASSOCIATED WITH THE FUTURE POST- DEVELOPhtEIfT FLOW LESS THAN THE 10-yr PRE -DEVELOPMENT FLOW). I , . �` �1"1"� - �, ■ O""T -� J , ■ _ �' 0 _ O TOWN CENTER, APPROVED BLOCK 5 & APPROVED SALAMANDER 0 o STREET 35.98 aam. THIS AREA COVERS THE REQUIRED HAUL FROM A STORMWATER QUANTITY STANDPOINT, THE REMOVAL OF LEVEL SPREADER LS-11 DOES NOT i __ _ s-: - v ■ �� O p ROIwS, eUT EXCLUDES BLOCKS 8A, 88 a 4A SINCE THESE AREAS IMPACT ANY OF THE APPROVED WPO PLANS ANALYZING LS-11. CHANNEL AND FLOOD PROTECTION o RECEIVE WATER QUALITY TREATMENT UNDER SEPARATE VSMP COMPLIANCE FOR LS-I1's AREAS HAVE ALWAYS BEEN MET SEPARATE FROM THE LEVEL SPREADER IN -^ J nuns L DLANS. THI5 35.98 ac. LIMITS OF DISTURBANCE BOUNDARY -_ .. _ W 1 IG tt1 O 1 ST�lA urJr ) T.`■ ( - \0 p 1} DEFINES THE VRRM BOUNDARY FOR WATER QUALITY THE APPROVED WPO PLANS, IN ACCORDANCE YVfiH THE MOST RECENT APPROVED WPO 201900004'5 - ■ 1 �}lY //�J/ REQUIREMENTS ASSOCIATED WITH THIS PLAN(i.e.THE r'UTURL SHEET C-901, CHANNEL PROTECTION IS MET FOR LS-11's AREA POI-11 VtA 9VAC25-870-66, SECTION 08 5111 PC 145 `- - a 1 K in�-��.. - �':MBD o 1 EQ ( ( ) - _ p TOWN WATER, BLOCK 5 a sAUTAArcoER STREET). B.3.a (i.e. THE ENERGY BALANCE CALCULATION) AND FLOOD PROTECTION IS MET VIA 9VAC25-870-66, ■ 4 \ o�\ 0 0 � o , � SECTIONS C-1 & C.3.c (i.e. RUNOFF 15 ADEQUATELY CONVEYED THROUGH THE STORM SEINER - �_ ■ 0 APP VED LIMITS OF - NETWORK TO A MAPPED Fl000P1A1N)- THEREFORE THERE ARE NO PROPOSED STORMWATER QUANTITY 1`�O DISTURB HCC UNDER wY+O I 1 + I ` ° CHANGES, OR ADDITIONAL REQUIREMENTS, ASSOCIATED WITH THE REMOVAL OF LS-I1 . 1 N POST-0EV. ■ ' O \ ° 20170003 AMENDMENT SI . �`�I(( SUBAREA A I ■ M ■ ■ r 0 1 p. ` �_._ F Np 4 17.04 ac. . 0 rV rc-N-0. rP. I • • \ / O , 1 ° WETIANCI` I '� ! tl I --� * rtwvumx ■ 1J cu, I I. j 1 o' ■C sY MAIM RIPOPXrr W !ur ac I---•o-v." . ` O RENNIAL \ I 1 f' I'', 1yU.1 M..,. _ 5" Kl1a A4R/1i- r J ■ . t1� 4 oO STREAM, \ ; fkvu t \ p 1 ur I O g , I - r SOUTHERN & WESTERN PERIMETERS - •- ( , ` °0- m ■ _.____. �OF SUBAREAS A&B ARE DEFINED 'MN1 gyp•^• °p `♦ '.I i Q7 I I - ■ ;. :.�- r- �- ` BY APPROVED WPO 201900004. IDO' OF OLi' w/ A ELEV.-22'� \ • 00 p0 145' Of CHANNEL FLOW DOI N 1 - ■ THE EUBANKMENTIJ ■ ■ ° 1 I- - -- - f ■Or 0 THIS AREA (BLOCK 4A) RECEIVES STORNWATER 1-- BATTIK M 3MW Sr 009 ♦ R _ 0 J - _ - - _ _ - _ - - J:. O QUANTITY AND QUALITY TREATMENT UNDERiiiiiiu. APPROVED WPO 201800051. NO MODIFICATIONS "- ,. 3 �r '��, i G p fI �� �' p co ARE PROPOSED VT THIS AREA B ITS J` _p00 p.� / a STORM WATER QUANTITY TREATMENT. THE I ■ * _ s'I �- 1� --L`�� p f / p \ 1 ■ WATER QUALITY TREATMENT WILL BE SLIGHTLY I I ■ I 1 -� �� _ _ �- ___ 0 PRO ERTY ^7 C ■ J,/�,��'jT IMPACTED WITH THE REMOVAL OF LS-11. -,I , , '� 1 ! 1 ° LIMITS, TYD. \ \ 0' 1 1 1 r I ` APDROV 0 POND 4 O 1 J' - O LL °-r- I ■� - ., .. ♦ CONCENTRATED 0 0 I ° ouTFAu To Pot P 1 0 p I l I I ° \ ` } . WlH7K•ID ♦♦ ° 0 O I p 0 N V/ 1 I 1 I I �. > _ ■+ II / MANAGED STEEP ///1 ` I 0 ° \ p I O ` U , / �' ''1 V ^J^ t� - • lil SLOPES, TYP. \\ O , O°p\ O° •I °D '-_� LLI \ L.L PRESERVED STEEP \ O \\ O \ _ �!3 -j SLOPES. TYP. \ O \,-. 1 O\\ O ° , --� J �- 0\V o ` z LLI > ■ �}• ■ ♦ I GREEN%AY,� O \ O 00 f rl� O VJ c j I ■ 1 \\ r. _ ♦ TYP. \\ °p ` 0 ° ° o o e ° o ° _ °� LLI z G ■ THIS AREA (BLOCK 8A) RECEIVES STORMWAItR ` ' ■I - • \ \\ ° \ O ' ^ / QUANTITY AND QUALITY TREATMENT UNDER A ■I • I ' �I,i \ °O _ 1 / I °00 O O O 0 O ' V APPROVED PYPO SEE T 004. NO AREA & MODIFICATIONS / '* j _ y \ / , a Q ARE PROPOSED i0 THIS AREA &ITS i* � I � � ' \\ °° '' I ` A. ' ` ° 0 C 0000000 p - �,•�/ Z . STORMWATER QUANTITY TREATMENT, THE 1 II �', / �- \ -\o0 �- O LL WATER ACTED QUALITY TH THE E WILL 8E SLIGHLS-11.TLY = Q IMPACTED WITH THE REMOVAL OF 15-11. � � 1 II � • �. / i`` \\,\ ` 00 �i � - -'- Q c ' fl �\ /L' 00 Ir i U 1� G fJ_- 1 0 \\_ LL S•• - I 'J �/ I p° ass I 1 ICJ ♦ •� t 1 _ f1S'I t" / D(`�• �THIS AREA (BLOCK 80) RECES / 111 ` - 7 w < y , STORMWATERATMENTI Y AND UNDER V I �\ O _ L o 1 I .• I QUALITY TREATMENT UNDER I , 1 / 0 - i MAPPROVEDMODIFICATIONS IONS ARE PROPOSED NO 00 I' 1 1 _ ` / NOTIFICATIONS ARE KEATMENT I i ` ` O CO or- 20' TO THIS AREA &ITS TREATMENT. ' S Ii y ACSA SANITAKY �/ ° °Op° , SEWJJ� EASEMENT ° ° °° W J ■' 1 /-_ /.' ■. ♦i♦'r �'r� O ss W t J w o ■.� ` 4 : �■ : S f ■ - - L_� -` -- �-� J Post -Development Impervious Area Summary +'� �_ 1 Subarea A II �� .♦♦ Parking Lots s .• Polo caouvbs Roads & P n L 277 975 sf Ir ..................... _Buildingso -� • �, y r .) ` ...................................ROAD 5 , S sf 163 225 f Q Sidewalks 59,875 sf 01,07 O O co - - Post -Development Impervious Area Summary Uj Subarea B �� ` •• WATERSHED SUMMARY FOR SUBAREA A Roads & Parking Lots 140 225 sf I- \1 APPROVED LS• 1 I (NOT YET CONSTRUCTED) IS PROPOSED TO BE REMOVED WITH THIS PLAN. SEE THE \ SWM NARRATIVE ON THIS SHEET FOR ADDITIONAL INFORMATION. -LEVEL SPREADER (IS-11) ORIGINALLY APPROVED UNDER ✓ WPO 201700037 AND REVISED WITH WPO 201800013. Overall Acreage Summary DA A (Pre-Dev.) DA A (Post-Dev.) CN 60 86 Area, ac. 16.25 17.04 1-year Flow, cfs 2.83 0.34 2-year Flow, cfs 6.07 2.17 10-year Flow, cfs 20.62 54.09 ' Buildings &Pool Area 69,475 Sidewalks 5.975 sf sf U I O ccx rll Uj 215,675 sf JOB N0. 182150 SCALE 1 „=120� Pre -Development Area, ac. DA A 16.25 Post -Development Area, ac. 17.04 WATERSHED SUMMARY FOR SUBAREA CN B Area, ac. 1-year Flow, cfs 2-year Flow, cfs 10-year Flow, cfs VRRM Post -Development Impervious Area Summary (Boundary defined by this Project's Limits of Disturbance) Roads & Parking Lots 421,925 sf Buildings & Pool Area 239,350 sf SHEET NO. DAB 7.20 23.45 6.41 23.45 DA B (Pre-Dev.) DA B (Post-Dev.) 60 90 7.20 6.41 1.52 0.20 3.32 1.04 11.31 11.18 Sidewalks 58,725 sf 9 720,000 sf NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 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. Y. 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 REOUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 6MVERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL 8E MADE BY THE COUNTY. TH£ CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS 1N ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CON7RACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER 1S NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIA7E END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADD1770MAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, 1T 1S DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN7IAL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT CG-9(A, B OR C). 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 SUBOIWSIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA77ON, THEN APPROVAL OF 7HESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE ORGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY 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 WOT 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 WDEO CAMERA INSPECTION 1S REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VOOT OR COUNTY INSPECROVS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD !VOTES.- CR.4DlNC 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 OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, 1T SHALL BE REMOVED FROM THE EN77RE 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 CONS7RUCTION OF THE SUBGRADE, DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CO-2 OR UD-4•5) TO BE PROV70ED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDInONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF 7WENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE WRGINIA DEPARTMENT OF 7RANSPORTAION 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. PAIPEA(2f'/VT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. 1F THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT 14ATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1. 11, 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 EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER 1S REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 CAL./SO. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA PONS. 9. ENCROACHMENT.. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE ORGINIA 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 ARE 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 PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 7926). -F JP ELEV. OF STEP " MAX STEPS RISER VAR. HT. ELEVATION TCF IOf SIDEWALK BOTTOM ELEV. OF STEP FRONT E_�'VAT10N HANDRAIL- JE J PRIVATE VIALK OR LANDING- 1/2-THROUGH _0"MIN JOINT _ RISER �10 _p THE #4 BARS EQUALLY SPACED 1; 1'-0"OC MAX SPACING 4 �• .. VAT10N ti 1' 3 -6 10" STEPS TREAD( PLAN CONCRETE STEPS DETAILS TOP OF CONCRETE MIN. WALL 42" SITE RAIL GRADE s & SITE + WALL WALL RAIL FAS77,FIVINO DETAIL NOT TO SCALE $M. OC-EI HANDICAP 9 V R'� SMiM LOCA?XN (VAN) l 1 S FACE w cm B4vMEN. Filarsco/o/� PAWT <• PAINEED PER W'or SPEC. SNAPS IAVc-(A4:-1 (rYPVCAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL A07r NO SCALE NC PARKWG SPACES & ACCESSIBLE ROUTES 94AU BE COWVAYT "/ ALL CURREN7 ADA STANDARDS & L0CAL/S7A TE R£DUW ANNTS NAKWAPPED SPACES SHALL BE MENMW BY ABOW CRADE SAONS AS RESERVED FLIP RESERVED PNYSrALLY HAVDICAPPED PERSONS. PROKW RESERVED PARKING W' (I) R­ 7-8 WN AT EACH HAVOCAPPED PARKING PM PAFY, SPACE AKNCAW ON WE PLAY. SOV RU BE ALIRAWKW (PANTED "EPEE) "IM GREEN LETTERS AND .WTERNAAONAL "EICCLCHAW SIICOL rW CENTER OF Srdv SHALL BE AT LEAST ETV£ (5) FEET ABOVE GRAD& Lwr NO A04ER MAN SEKA'VEN (7) FEET ABDd LYtADE. SSHAL( BE CED PLADY STCEl POST ,-,/7-/ - PANTED BLACK SET W 120 LK (YNCRf 7E TOW AWAY TYPICAL ACCESS'(BLE SONS SNALL CYWCWM TO VAN ZONE ADA REOLIW WNTS ACCESSL9LE ft00 - Ii500 =1W - bsoo FNE flAk HANDICAPPED PARKING SIGNS NO SCALE TOP OF 4"-I 2" R CURB 1 } ;...: 6. 13 6" W ! M1N1 (• 6" 2' _. 78 STANDARD CG-6 STONE BASE6UNDER CURB DRY CURB & GUTTER &CHECKED BY vooT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. BARS (TYP) -SLOPE TO DRAIN PRIVATE WALK OR LANDING -1/2" THROUGH J TNT 13'x44' CONCRETE DUMPSTER PAD 6" THICK - 3000 PSI CONCRETE �6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE (5' MIN.) 4" CONC. 3000 psi MIN. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE" PARKING SPACES _`PENALTY SIGN WITH WORDING AS REOUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST - VOOT A3 GENERAL CONCRETE TOPSOIL AND SEED aisG9 _ "irm MIN. HANDICAP PARKING SIGN DETAILPARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES BEVEI f"IDW (IIAS"'KTIM LO TIER KMX FAU f0 WIIIII" : LVCIIESOF 111E IOWF.R Kl%l: FA(s`� I,�I ID•IIINIME1Sf-M tom- -- AnchorTw Diamonds X ENCEMENT CONNECTION WX NOT TO SCALE) "'...... IIIIIII�Lti:�", • •IA �ka•AN• .•wrnunl1AI1 rnn N'w-Ol°111 UI lNtR51LIN(1 Ix-uEnu(A txcnvnrlorL L • u:wn,a cEOSYNi}ILItt' RPI"mRC1�ICYl Ww-17•Dtl•L•F W.M AnclorT"I Diamond" X LI EXCAV_ATIONOVERSIZING AnchorT"I DiamotW' X TYPICAL BASF. PREPARATION % VX /(NOTTOSCALF1 DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE 2" SM-9.5 SURFACE COURSE 4' BM-25 INTERMEDIATE COURSE 8' 21-A BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - STELLA LANE NO SCALE 1 2- SM-9.5 SURFACE COURSE__ 3" SM-25 INTERMEDIATE COURSE I 6" 21-A BASE COURSE/\/ ��g 6\ COMPACTED- SUBGRADE ASPHALT PAVING - DRIVE AISLES TRAVELWAYS HD 2" SM-9.5 SURFACE COURSE II BASE COURSE / /%,g /\ COMPACTED- ♦ VO�y`®�.��«v...'�.�v SUBG ASPHRALT PAVING - PARKING SPACES NO SCALE a�Y TREES SHALL BE PLANTED A MINIMUM CK O.4 x H DISTANCE FROM BACK OF BLOCK. SHRUBS MAV BE PLANTED ADJACENT TOWALL. BUT SHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4 X H DISTANCE FROM WALL LOW-PEP.MEABILITV SOIL 4' MIN. BACK OF WALL TO FACE OF WALL FILT R FABRIC UPPER WALL STRUCTURAL 7 asnt nr a ' • IIIII: LOWER WALL r III- 1 d 'Il-II H 2'-0" III ('TYPICAL FINISHED GRADE•--1 iIT'I�ilYl Y DIA. DRAIN TILE -\ I III�I�I 6" 6' �I f 2'-01' �I .3 TO .4 �- OF H (TYPICAL) WALL PLANTING DETAIL POINT OF C1L .-FINISHED GRADE L lo' Lo' (TRAVEL LANE) TYPICAL TRAVELIPAY SECTION PROPOSAW ORfVAK4Y ROAD AC rAISS DBSIC/V SPA YAW.- >5 A(PH 8E1NIgalEf N.G"Ai Jn/A0M a"aew uwr.r.*u"wu PIG. U MM W.x n 011.EC A, SHOT IYNN /AIpAJ(NN H. L WESQ•(•DM"CPI Dlla Lxs"Ec noun c LYNI 2 to x SRo Ot u Slat TO L a1T xEIO,ETL 0 N41000"O.NT TO, = SIPf.CE EVME u'V.i off. sEco".rns PROOXr u"a-QSF.M 0E9vw_M v A 4 RID( LIME SW 2 NC. ArA OR WOWMEO-*AT N eINC o OTr'•fC�((E,MR�iA OUxN.1N[C �wr1°ttw•,a REbi •3,t RTC UI.'M1C6 11EC/'UT �Tf.6"C�.+WIOEMt1K r90u O14[R Wrs.OTAbrI wC YL.ro.Rr•H rrtf 1'EIBr.T( TYPICAL STREET SECTION - PRIV,4TE Rle)v MIALA LAN�f'J DF,.S/C.V SPf,'F,O he P�wo eE ranAau ten, tr..swn (.hr7T 7f7 .1Y'Ald'J ,an+c "oASAAT. NOTE: STELLA LANE IS BEING CONSTRUCTED WITH PHASE IC j�1 U RY m11Ri 1YC . LL_L.l�LA0a0LT CL. � 1/�sS-CdCRETE c &MACE OUTSET va.n MI LP:,uRa 2 q w4N 6 H.=M 9401 STKN!"6YM) $06O i OTlAi",-lC iGfC CS(gIw'M fQ YWI:N?l"Ri ri}iCA11G0 1 YE 41E AN1E(A LUA'U"L"CASAI pM191 may. Uc. No. 035791 a L 2/21/22 ,07j .5 T 3 r• � o M Zcyiz c 0 N ' - M J 0 0 t nF V 1 In 0 0 j N W CD o W N (H� Q W J 10 w o e w z I- F--1 Q 8 OI 1.I..I Q c Z Q X1 0 U �--I W I o g Y ULLI z a O E ED10 M 0 c Lu J ZLu i 1­W - 0 Lu 0 lop J /ten V M o � w O x N m 0 t U W ° J y 1- F- � c V e H .Wi w O w r a � 182150 w AS SHOWN N c SHEET NO. o i 10 t H