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ARB202200018 Plan - Approved 2022-03-25
GENERAL NOTES OWNERS: TMP04600-oo-oo-oi8Ai BROOKHILL TOWN CENTER LLC 455 SECOND STREET CHARLOTTESVILLE,VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT 455 SECOND STREET SE, SUITE 2o1 CHARLOTTESVILLE,VA 22902 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-ol8Ai DB. 5659, PG.394 20.71 ACRES (BLOCK iC = 3.65 ACRES & BLOCK 1D = 17.o6 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT(ZMA2oi8000il WITH PROFFERS- APPROVED BY THE BOARD OF SUPERVISORS ON JUL 17,2019) -THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA201500007 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 SP2o1500025 SUBJECT TO PROFFERS OF ZMA2oi8000ii 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 4THAT HAS ALREADY BE SUBDIVIDED FOR DEDICATION TO ALBEMARLE COUNTY. TOTAL ACREAGE PER COD: TOTAL PROPOSED ACREAGE: BLOCK 1 - 12.o ACRES BLOCK i - 13.49 ACRES (12.4% INCREASE IN BLOCK SIZE) BLOCK 2 - 6.3 ACRES BLOCK 2 - 7.03 ACRES (=.6%INCREASE IN BLOCK SIZE) BLOCK 3 - 5.8 ACRES BLOCK 3 - 5.22 ACRES (so.o% DECREASE IN BLOCK SIZE) BLOCK 4 (PORTION OF) - 6.58 ACRES BLOCK 4 (PORTION OF) - 6.o5 ACRES (PREVIOUSLY PLATTED) 8.1% DECREASE BLOCK 5 (GREENWAY) - 3.2.3 ACRES BLOCK 5 (GREENWAY) - io.75 ACRES (PREVIOUSLY PLATTED) 3.2.5% INCREASE TOTAL ACREAGE = 42.98 ACRES TOTAL ACREAGE = 42.54 ACRES TOTAL PROPOSED ACREAGE PER PHASES OF THE VILLAGE CENTER: BLOCK 1A -1.24 AC (TMP46-1gB5) BLOCK 1B - 6.79 AC (TMP 46-19B6) BLOCK 1C - 3.65 AC (PORTION OF TMP 46-i8A1) BLOCK 1D -17.o6 AC (PORTION OF TMP 46-18A1) BLOCK 4 (PORTION OF) & BLOCK 5 GREENWAY DEDICATION =13.8o ACRES (NOW PART OF TMP46-i9Bg) TOTAL PROPOSED ACREAGE PER PHASES = 42-54 ACRES PROPOSED USE: BLOCK iA: 32 MULTI -FAMILY RESIDENTIAL UNITS BLOCK 1B: 210 MULTI -FAMILY RESIDENTIAL UNITS WITH COMMERCIAL SPACE AND ICE RINK BUILDING BUILDING #1: (30) ONE BEDROOM UNITS AND (38) TWO OR MORE BEDROOM UNITS BUILDING #2: (30) ONE BEDROOM UNITS AND (36) TWO OR MORE BEDROOM UNITS + COMMERCIAL SPACE (2,65o5f) BUILDING #3: (34) ONE BEDROOM UNITS AND (42) TWO OR MORE BEDROOM UNITS BLOCK 1C: 1 STORY COMMERCIAL BUILDING (20,000 Sf) BLOCK 0: (THIS PHASE OF DEVELOPMENT) 6o,000 SF OF COMMERCIAL OFFICE SPACE, 40,000 SF OF COMMERCIAL RETAIL I RESTAURANTS,1o,000 SF RESTAURANT, 30,000 SF FITNESS CENTER, 16,000 POOL AND COMMUNITY BUILDING, & 6o,800 SF HOTEL WITH 12o BEDROOMS BLOCK CLASSIFICATION: BLOCK I: NEIGHBORHOOD SERVICE CENTER BLOCKS 2-4: URBAN DENSITY ALLOWABLE NON-RESIDENTIAL SF: 50,000 sf (MINIMUM) To 130,000 sf (MAXIMUM) PROPOSED NON-RESIDENTIAL SF: BLOCKIC: 20,000 SF OF COMMERCIAL OFFICE SPACE BLOCK 1D: 6o,000 sSFOF COMMERCIAL OFFICE SPACE 40,000 SF OF COMMERCIAL RETAIL / RESTAURANTS 1o,000 SF RESTAURANT 30,000 SF FITNESS CENTER 16,000 POOL AND COMMUNITY BUILDING 6o,800 SF HOTEL WITH 12o BEDROOMS TOTAL NON-RESIDENTIAL SF: i3o,000 SF (BLOCK 1C & 0) (NOTE: THE 30,000 SF OF FITNESS SPACE, 16,000 POOL/COMMUNITY CENTER, & 6o,800 SF HOTEL DO NOT COUNTAGAINST THE ALLOWABLE COMMERCIAL SQ.FT. PER THE CODE OF DEVELOPMENT FOR BROOKHILL) REQUIRED OPEN SPACE (BLOCKS I-3): CIVIC/PARKS=I.2AC GREENWAY=oAC OPENSPACE=o.oAC BUFFER=o.oAC TOTAL OPEN SPACE REQUIRED = 1.2o AC OPEN SPACED PROVIDED: GREENWAY AREA ALREADY DEDICATED TO ALBEMARLE COUNTY. (DB.5512, PG. 282)- TOTAL AREA BETWEEN BLOCKS I-5=13.8ACRES 2.11 ACRES OF OPEN SPACE (RECREATIONAL AREA) PROVIDED WITH THIS INITIAL SITE PLAN (BLOCK 0)-12.37% BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (6o' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BAG A MINIMUM OF 15 FEET AFTER THE 3RD STORY OR PROVIDE A MINIMUM 15 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. SETBACKS: BLOCK 1: BLOCK 2 THROUGH BLOCK 4: FRONT: NO MINIMUM AND 30' MAXIMUM 5' MINIMUM & 25' MAXIMUM PORCHES: NO MINIMUM & NO MAXIMUM 4' MINIMUM & 25' MAXIMUM SIDE: NO MINIMUM AND NO MAXIMUM 5 ' MINIMUM & NO MAXIMUM SIDE (CORNER LOT): 5' MINIMUM AND NO MAXIMUM 5' MINIMUM & NO MAXIMUM REAR: 5' MINIMUM AND NO MAXIMUM 1o' MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO 2 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)=10,000 SF NOTE: MAXIMUM BLDG FOOTPRINT DOES NOT APPLY TO CIVIC SPACES OR HEALTH CLUBS. LOTSIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE (BLOCK ITHROUGH BLOCK 4) SUBDIVISION STREETS: CURB &GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN DECEMBER, 2021. FIELD VERIFIED BY COLLINS ENGINEERING, DECEMBER 2021. 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 OFTHE 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 SHEETS FOR ADDITIONAL NOTES ON THE PHASING OF THE PROJECT. RECREATION: CIVIC SPACE #11SPROPOSED WITH THIS PHASE OF DEVELOPMENT. CIVIC SPACE #1SHALL INCLUDE THE POOL AND COMMUNITY CENTER, MEETING AREA, AND GRASS LAWN IAMPHITHEATER AREA. POOL / COMMUNITY CENTER / RECREATIONAL AREA = 40,000 SF GRASS MEETING AREA, RECREATIONAL FIELD, AND AMPHITHEATER = 52,000 SF TOTAL PROPOSED RECREATIONAL AREA= 2.11 ACRES (1.5 ACRES REQUIRED PER THE CODE OF DEVELOPMENT) PARKING: BLOCK iA: CONDOMINIUM/APARTMENTS: 2 PARKING SPACES / UNIT+ 1 GUEST PARKING SPACEN UNITS 32 CONDO/APT UNITS x 2 SPACES / UNIT = 64 SPACES + 8 SPACES = 72 SPACES BLOCKIB: APARTMENTS: i. SPACES PER i BEDROOM UNIT & 2 SPACES PER 2 & BEDROOM UNITS 5 3 \ 1ooUNIT5IBEDROOMUNITSx1. SPUNIT+11oUNIT52& BEDROOM UNITSx2SPUNIT= 0SPACES ( ) 5 I ( ) 3 I 37 BLOCK:LC: COMMERCIAL OFFICE PARKING REQUIREMENTS:1 SPACE PER 200 SF OF NET DENSITY 20,000 sf * 8o%=16,000 sf / 200 = 8o PARKING SPACES REQUIRED BLOCK 0: COMMERCIAL OFFICE PARKING: i SPACE PER 200 SF OF NET DENSITY 6o,000 SF x 8o%= 48,000 SF 1200 = 240 PARKING SPACES REQUIRED COMMERCIAL RETAIL/RESTAURANT(SHOPPING CENTER REQUIREMENTS): 5o,000 SF x 5 SPACE / l000 SF = 250 SPACES HOTEL: iSPACE /ROOM 12o ROOMS x 1 SPACE / ROOM = 120 SPACES FITNESS CENTER PARKING REQUIRED: (i) PARKING SPACE PER 1255f OF USABLE RECREATIONAL AREA 30,000 sf x 75%x 1 SPACE 13.25 SF =18o PARKING SPACES REQUIRED POOL / COMMUNITY CENTER: 1 SPACE / 125 SF OF WATER SURFACE 9,75o 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 58 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 (12' x 25') PROVIDED ATTHE END OF STELLA LANE A SHARED PARKING REQUEST (15%-20%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 OFFICE/RETAIL SPACES FOR A REDUCTION IN THE OVERALL REQUIRED PARKING. BROOKHILL -BLOCK iD INITIAL SITE PLAN v , a ,I I J I r �a =a ' zac BLbCKAB - w y�_ ' m W y n a_ 0 EXISTING D STELLALAN PUBLIC ROAD) BLOCK 4A N RIVANNA MAGISTERIAL DISTRICT Al RFMARI F rni INITY \/TR(;TI\ITA BLOCK IB- BLOCK 1B APARTMENT BUILDING N3 76UNIT LISTDRY BLOCK IB ✓� BLOCK IB- BLOCK 1B APARTMENT AmmINGNT It Iota ••e ••- fC BLOCK 11 - / ,/ BO 0 BLOCK 1D PROPOSED 4-STORY HOTEL 120 BEDROOM UNITS (15,2005F FOOTPRINT) 60,800 SF a H PROPOSED 3-STORY COMMERCIAL OFFICE BUILDING 60,000 SF tl BLOCK IC- 1-STORY COMMERCIAL OFFICE BUILDING 20,000 SF BLOCK ID 15TORY LSTORY COMMERCIAL COMMERCIAL RETAIL/ RETAIL/ RESTAURANT RESTAURANT- BUILDING___ W1D1AG 5,000 SF 5,000 SF 15TORY ISTORY :OMMERCTA1-- -COMMERCIAL; RETAIL/ RETAIL/ RESTAURANT RESTAURANT BUILDING BUILDING `r• PROPOSED 1 STORY PROPOSED 1 STORY COMMERCIAL RETAIL/ RESTAURANT BUILDING :M ': PRpP09ED PROPOSED '` 1 EPTORV 15TORV - __ - __ - __ %�' __COb1MERCIAL COMMERCIAL RETAIL/ RETAIL/ RESTAURANT RESTAURANT BUILDING BUILDING 5,000 SF 5,000 SF BLOCK 1D ;F �4 99 P BLOCK 1C n PROPOSED 2-STORY FITNESS CENTER 30,000: (112' x 134') PROPOSED I STORY RESTAURANT 10,000 SF a0 BLOCK 1D -n- h EM PROPOSED OMMUNITY POOL) ❑ CENTER -. _ .... ,.. ........ .. ,_. .... ...-._... w o EXISTING - -- ¢ SALAMANDER STREET z w mdWBUC RO --- w5� - - 9 aucimr BLDCKBB -� GRAPHIC SCA' 100 O G 100 200 , , I r` IN FEET ) 1 inch = 100 ft. 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 OFTHE PROPERTY AS SHOWN ON SHEET T- 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 1D. MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF FLOODPLAIN: THERE IS A1oo-YR FLOODPLAIN LOCATED IN THE PHASE 1D PORTION OF THE BROOKHILL DEVELOPMENT PER THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES FEMA MAP ID 51003Co28oD, DATED FEBRUARY 4, 2005. NO DEVELOPMENT OR DISTURBANCE IS PROPOSED WITH HAVING FLOOD LEVEL RIMS ABOVE THE ELEVA77ON OF THE MANHOLE COVER OF THE NEXT THIS PROJECT. UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA Q RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITHIN THE BLOCK iD 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 ACCORDINGLY. SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. J. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES LANDSCAPING: STREETTREESARE PROPOSED ALONG THE NEIGHBORHOOD STREETS, INCLUDING ARCHER AVENUE AND STELLA QRE DIRE AN EASEMENT. 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 32-7.9OFTHE COUNTY CODE. HAVE A VISUAL INSPEC77ON PERFORMED BY THE BUILDING DEPARTMENT. REAR: ATRASH COMPACTOR AND (2) DUMPSTERS ARE INCLUDED WITHIN THE OVERALL BLOCK IB-BLCOKID 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. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED UTILITIES: ALBEMARLE COUNTY WATER AND SEWER TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. IMPERVIOUS AREAS (BLOCK 1D ONLY): TRAVELWAYS/PARKING: 5.54 AC (32.5%) 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH SIDEWALKS: i.o6 AC(6.1%) ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING BUILDINGS: 4.86 AC (28.5%) AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. GREENWAY: o.00 AC (o%) 5. THE BROOKHILL PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE, AND A SMALL POTION OF PHASE 1D OPEN AREA/LANDSCAPING: 5.6 AC (32.9%) IS WITHIN THE DAM INUNDATION ZONE, HOWEVER, NO IMPROVEMENTS ARE PROPOSED WITHIN THIS AREA. TOTAL: 17.o6 AC BOTH THE SUNNY DAY AND PIMP 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 1 MASS GRADING VSMP PLAN HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND IF AMENDMENT#2 (WP0201700037) 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(So% REDUCTION FOR AUTOMATIC SPRINKLERS) = 1,5oo GPM 6. BICYCLE PARKING AREA SHALL BE INCORPORATED WITH THE FINAL SITE PLAN DESIGN OF BLOCK ID. EXTERIOR AVAILABLE FIRE FLOW WITHIN VILLAGE CENTER = i,600 GPM BIKE AREAS SHALL BE PROVIDED FOR THE COMMERCIAL BUILDINGS, FITNESS CENTER, AND CIVIC SPACES. 7. ITE TRIP GENERATION (BASED ON THE 1oTH EDITION ITE MANUAL), SEE CHART, THIS SHEET. POLO GROUN� VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER lA PROFFERS 1B PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 OVERALL BLOCK ILAYOUT 6 SITE PLAN 7 SITE PLAN 8 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 Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) EXISTING CONTOUR zoo zoo PROPOSED CONTOUR 506.71 TC PROPOSED SPOT ELEVATION 506.21 EP TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 Tw 506.2/ ew PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 00 OO 0 OO 100 YR. FLOODPLAIN TRIP GENERATION CALCULATIONS ADT RATE AM PEAK RATE PM PEAK RATE CODE 710: GEN ERAL OFFICE 9.74 TRI PS/KSP 1.16 1.15 584VPD 70VPH 69VPH PROPOSED-60,0005E (292 ENTER/292 EXIT) (60 ENTER/SO EXIT) (10 ENTER/59 EXIT) CODE 310: HOTEL 8.36/ROOM 0.47 0.6 1,OD4VPD 56VPH 72VPH PROPOSED-1208ED5 (502 ENTER/502 EXIT) (33 ENTER/23 EXIT) (36 ENTER/36 EXIT) CODE 492: HEALTH/FITNESS CLUB N/A 1.31 3.45 PROPOSED - 30,000 SF N/A 40VPH 104VPH (20 ENTER/20 EXIT) (52 ENTER/52 EXIT) CODE 820: SHOPPING CENTER 37.75 0.94 3.81 755VPD. 18VPH 76VPH PROPOSED-20,0005E 378 ENTE 377 EXIT ( w ) 12 ENTER/6 6EXI ( w n 36 ENTER40 EXIT) ( / n CODE 931: QUALITY RESTAURANT 83.84 0.73 7.8 358 VPD 22VPH 234VPH PROPOSED-30,0005E (179 ENTER/179 EXIT) (18 ENTERA EXIT) (157 ENTER/77 EXIT) TOTALADT: 2,701 206 555 'TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (LOTH EDITION) APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT k7 SCOTT7R. Cb•LLINSZ ti Lic. No. 035791 .1h, p 2/21/22 '�Aj Z O J rI � Z w on 00 Z J O F_ Ln I- Z w W�/ ce f r4 N N 0 (n 1 _ M z N ® M .r�J N W W ~� N Q V) W > J Lu Q I- H� LU `z F1 O LU = r-I O U W Y U LU L® Ul U) CO 1 zwN JJ U) `vI' i J w o O JQcj� OC) C] N U w J 0 w O w a 5): JOB NO. 182150 SCALE 111=100' SHEET NO. 1 Approved MMM 03/25/2022 11700720 AM Original Proffers Amendment _X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018AD, 04600-00-00-01800, 04600-00-00-019AI, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019134 Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00.018DO This proffer statement shall amend and supersede the original proffer statement for Brcokhill, ZMA 201500007,approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR„ TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION: CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMI) (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY BAUGH are the owners of Tax Map Parcel 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019BI; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B3, 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 04600-00-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018DO. The Property is the subiect of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookhill"(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 and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment ent 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 I, as of the fortieth (40th) CO for a residential 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 Projects. A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine 269) single-family detached units. A "market rate" unit is any dwelling 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 cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars 7 333.18 for each single family rtY ($ ) g Y detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate single family units shall begin after the issuance of a CO for the 269th single family dwelling unit and 'or to the issuance of a CO for the 270th single family dwelling unit. The cash contributions Pn g Y g for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- seven Y rh' seven and 57/100 Dollars ($5,447.57), other :han a constructed For -Sale Affordable Housing Unit or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred 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 shall provide affordable housing equal to fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer 4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable J housingobjective through a variety of housing es including but not limited to for sale units rental units J � tY g types, g > accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as 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 belowl 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 sixty-five percent (65%) of VHDA's Maximum Sales Price for first-tme homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty( 120) day shall commence da upon written notice from the Owner that the P units shall be available for sale. This notice shall not be given more than ninety 90 days nor () g ty( ) Y P to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). 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"), prior to the issuance of a building permit ("Permit") for the first (P) dwelling within the Project, and the Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (501) 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 Traffic Phasing Plan, shall be completed prior to issuance of any Permit 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 bnprovements shall be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds Road Improvements shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee, or it) when they are constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official otherwise confirms 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 the 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 Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50') 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, whichever occurs first. The Route 29 Intersection Improvements shall be P designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. The Route 29 Intersection Improvements shall be determined to be substantially completed by: i) 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 are substantially complete. C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary construction easement and maintenance agreement approved by the 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, shall be bonded prior to road plan approval and substantially completed prior to: i) the 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) or ii) the issuance of the eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall 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 shall be responsible for all maintenance, repairs, banding and insurance of the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement and maintenance agreement that is acceptable to the County prior to approval of road plans for Phase I roadway improvements. The Owner's improvements 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 Housing Units. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall not exceed the then -current and applicable maximum net rent rate approved b the PP PP Y Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this Proffer 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 maximum rents established in this paragraph 4B shall apply for Y P PaP PP Y a period of ten (10) years following the date the certificate of occupancy is issued by the County for each For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a co of the rental or lease P ty g PY agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then -current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelling Units. In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five P P PP ( )> hundredth (500th), eight hundredth (800th), and one thousandth (1000th) 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 has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, 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 road connection, including right-of-way and granting 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. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the 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 the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road 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 has accepted the 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 $31,086,662.86 if 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 (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to 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 roads and sidewalks within Block 1. The 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. F. 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 Fifty 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 ($50,000) to the County each year thereafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not exceed Five Hundred Thousand Dollars ($500,000). 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 Mana !iern . The Owner shall establish Construction Entrances to the Property in locations as approved by the County and VDOT as part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be required to use the Construction Page 3 of 11 Beginning January 1 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 ("MSI"). The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the preceding year by a fraction, the numerator of which shall be the MSI as of December i 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 MSU2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due'), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 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 "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply I 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, it) the High School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) Ashwood Boulevard Connection and vi the Trail Network, (collectively referred to as the "In -kind Contribution"). The In -Kind Contribution amount shall be $28,336,662.00, The In -kind Contribution 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 of the In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied for any other project or development. 7. Elementary School Site. Within one year after written request by the County, but in no event earlier than one year after the date of issuance ofhe first (1 )CO issued for a dwelling within the Project, the Owner shall dedicate to the CountY, b General Warrant Deed and without consideration fee simple title to a parcel of land for public Y Y . P P elementary 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 the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 Lic. No. 035791 a 2/21/22 AJ I Entrances as designated in the approved Erosion and Sediment Control Plan. 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, Generally. The road improvements listed in paragraph 1C (the "Road Improvements") above shall be constructed in accordance with 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. I. 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 z the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County 0 J Q has not so requested, or VDOT has not approved the traffic signal within that time period) the q ( PP gn P ) / A a Owner shall be relieved of any obligation to install a traffic signal. V U 7: 2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the 0 m property: 0 p J m � A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's jw w Z design standards for a Class B- type 1 primitive nature trail, shall be established within the V Greenway as described within the 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 the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided N however, that Owner may reserve in such easements, rights of access for grading, utilities and w o maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a a notation that the Greenway area is dedicated for public use. If, at the time the County requests o N dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision N plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded with one or more deeds of easement 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. Signage 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 land within the Project O for Parks and Civic Spaces as described in the Code of Development and generally shown on the 0 P P g Y Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance M Page 4 of 11 Z � N M N O W0) Services Department. At the option of the County, and in lieu of the construction of a school, a public park N may be established by the County on the Elementary School Site. N 8. Public High School or Institutional Use Site. W > LLJ 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 title to a parcel of land for a public high school, and/or J such other use as the Countymay determine suitable of not less than fifty 50 acres abutting apublicly- Y ftY ( ) g Z > dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School f) Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements w or warranty as to suitability. LO 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the Q National Register of Historic Places. Owner shall address an adverse impact to this designation g Y mP gn as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), U which is administered by the Virginia Department of Historic Resources (DHR). r B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on Y the site plan or subdivision plat for the area to be developed which contains such cemetery or LLB cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its Cn licensees or successors of the Woodlands Cam located in the Greenway Area and identified in Ul - P Y the Phase I Historic Resources Studyfor the Project. J LLJ This Proffer Statement may be executed in any number of counterparts, each of which shall be an original LLB Z and all of which together shall constitute but one and the same instrument. (n JW [Signature Pages to Follow] JQ 0 O O N U Page 8 of 11 z Q J LU LL LL IZ U 0 W J J H� `2 i 0 0�/ ce co JOB NO. 182150 SCALE N/A SHEET NO. lA V2 ate® PHASE III RC0\1ADWAY II ROADWAY IMPROVEMENTS' Q PHASE IV INTERSECTION r IMPROVEMENTS it i� e w Of F �i 21 e / POIDLAODtIDS AOM f - PHASE[ INTERSECTION / PHASEIMPRODWAVEMENTS MPROVEMENTS IMPRORO VEMENTS BROOKHILL V N _ PROPAl I ) CROSWALKDESTR)NN no ) O(ISTRIGTREEMEA TRAILWAYCO OrprO \ RROROS$6DDVDOT RO0UUTr xq 0 I CONCRETE AL IMF U MENTS-SWMPII1f,1�rX RA= CONNECT ON \ � I W - �R ' PR OSEDI STING Li ALO G COP I 1 I' 0 I off, PROPOSEDP :p PArMAIAYCO l 31 • CONSTRUCrIvI NEW WESTBOUND LEFT•NRNLANE POLO GROUNDS ROAD WrrIT H375' OF STORAGE • EXTEND ESTBO POLO GROUNDS ROAD LANE ON OF STO R GM ROAD FROM oE. 5 STORAGETO1oo OF STORAGE • CONVERT Ro INGHT-LSROPE ATI RIGHT IN/RIGHT-OUT OPERATN)N. � INTERSECTION s • CONSTRUCTASOUTHBOUND ROADWAY PRO VIDING LEFT -TURN AND 1 IGHT- ( R TURN I LANE • CONSTRURAN EASTBOUND LEFT-TURNLANE ON POLO GROUNDS ROAD WTMaSO FEETOF STORAGE INTERSECTION 3 • CONSTRUCTARI GHT-IN RIGHT ROADWAY ENTRANCETO ROUIE E, x 9 • TURNL LANE NORTHB OUND FISH TURN LANE ON US aq\VITH xoo' OF STORAGE. PHASE II INTERSECTION IMPROVEME FITS INTERSECTION a • COADWAYTNORTHRWND ROADWAY TO PROVIDE (ULEFT TURNLANEINTRIGHGTURNLANE • PROVIDE PAINTE UNCLEF -T PROVIDE WESFBO D B LEFT -TURN LANE ON ASHWOOD BOULEVARD WrrFl IPE EA STORAGE. • RESTRIPEEASTPROACH TO PROD BOULEVARD APPROACH TO PROVID (a) RIGHT-NRN LANE Iry CONSER T CONS ON5 RUCT SOUTHBOUNO ROADWAY TOA PROVID(oR=(T-TURN LEFT - TURN LANE AND (v) RIGHT -TURN ONE CONSTR• TURNLURANEgSTBOUND OUNDST- NRN LANE ON POLO GROUNDS ROADWAY WITH vxo' OF STORAGE PHASING PLAN TMP46-16 DUTxuuEroauNerc� TMP45-58 ROCKYDALE CHARLOTTESVILLE PROPOSED ROAD CONNECTION QUARRY BETWEEN RIO MILLS ROAD AND BERKMAR DRIVE HORNELAND 8a CORPORATION TMPP45-60 TNP46-IOD CRAFTON CORPORATION WITNESS the following signature: OWNERS ofTax �Map Parcel 04600-00--00-018A0: By:e/]Ta_ `fll / /I, CHARLES R.�HA GH By HA�N OCP B GH '• J Date: Vy w Fzz d 19 OWNERS of Tax Map Parcel 04600-00-00-01800: By: CHARLES R. HAUGH, �"TEE By: DOUGLAS 11. OGC1 BY,OTRUSTEE Date: OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: Q,kiv, Ann O. Haugh, Its President Dom: 71--u-•Z F, act 9 Page 9 of 10 '// /,)0 1 1NOTE:POLO GROUNDS ROADWAY ANDL / SHOWNINTHIS EXHIBIT ISPORILLUSTRA FINAL DESIGN AND LANE CONRGURATIO / ? ROADWAY IMPROVEVEMSWILL BE AI APPROVED TRAFFIC IMPACrANALVSsA CONSTRUCTION PLANS FOR THE ROADW _ PROPOSED SALAMANDER CROSSING(3 TOTAL) \ (INVERTED RETAINING \ - �� WALL/,IID CULVERT \ I � TMP46-AB HORNELAND CORPORATION FINAL ALIGNMENT OF BERKMAR DRIVE TO BE CONSTRUCTED BY aoa7 (PER VDOT a00% CONSTRUCTION PLANS) TMP46-xaD CRAFTON CORPORATION TMP46-'s4A SALAMANDER TUNNEL i LTIONAS ONLY. THI FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT PROPOSED 6o-. ACRE HIGH SCHOOL SITE � •.....� , � r�� °rii jnpi' • ' i uI/fi��Jii CR f Ali � OWNER of Tax Map Parcel 04600-00-00-018110: HORNE LAND CORPP�^ORA_TI/ON, a Virginia, corporation 1 By: I.PJAir CIl_ . /0AL44LdQQ ,& y", AnnO�.Haugh,' Its President sa Date: > coy 5., ';ko 19 OWNER of Tax Map Parcel 04600-00.00-018D0: CRAFTON CORPORATION, a Virginia corporation By: 0-0t." O. );in Ann O. Haugh, Its Presidents Date: / 9 Page 10 of 11 ORDINANCE NO.19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01800, 04600.00-00-019A1, 04600-00-00 19A2, 04600-00-00-019B1, 04600-00-00-019113, AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018Ao, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B 1, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS ZMA 2018-11 to amend Proffer Numbers ID IH 6 and 8 of the Proffers that were proposes a roved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector PP 1 roadspecifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road • P PD Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the hi school or institutional use site that the developer is required to P 8 high P 9 dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning Y P g Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § I8-33.15.A(1)(a); and WHEREAS staff recommends approval of ZMA 2018-.11. , PP BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019, 4Ft 1, Claudette K. Hungarian, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17. 2019. Cl ��nt Clerk, Boats of CountySa Aye Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallet Y Ms. McKeel Y Ms. Palmer Y _ Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019BI: BROOKHILL APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Mger By: An cGinty, Its President BROORHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend apemen Inc. Manager By: Alan R. Taylor, is President Date: Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle County Road to newincluded a connection from Ric Mills h Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and P Y P 1, WHEREAS, Albemarle County approved the accumulation of Telefee 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 . P Pp 9 necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively With Albemarle Count staff, Albemarle Count Schools Division and the developer of Brookhill on the proposed Y Y P P p alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkman Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17.2019. Clerk, Board of County pervisors Ate Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y _ Ms. McKee) Y _ Ms. Palmer Y Mr. Randolph Y SCOTT/R. CbLLINS� Lic. No. 035791,1, A 2/21/22 'Aj Z O J d F- Z N to M 0 V) O Z —AO Q Ln � Z w u W Ce CD U-1 N ,-H N N LU z z N IIIIIIIIII� M 1 B� WC:) W NIII N � /, W > J w Q - E z LUO i � Of ® LU LL zQ 0 U rY WI �2 U LU O I Ul co CO z ~ LU^/ J J //L L �� VJ i r LU O Q ItJ O O N U F_ JOB NO. 182150 SCALE N/A SHEET NO. 18 TH OFT SCOTT R. LLINS C\1< Lic. No. 035791� PROPOSED ASHWOODIBOULEYARDCONNECTION � 1 �' ?J \" 1 Z Z '6�0 2/21/22 _ F• PROPOSED TRAILHEAD ACCESS ARE. RD ' '' � UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT _� ORNR > /PRDVIDE PARKING, AN INFORMATION KIOSK, FOR MORE INFORMATION ON REQUIRED BUFFEiR9.o C}' ❑ \ � o taLJ Z N w SS,IO E\yG NAL AND APEDESTRIAN ROAD CROSSING TOv❑�J~ /c� �O� ❑qSH r` �jJ a ACCESS THE MULTI -USE TRAILWA io O SOD - - J__I �\ I Z �� Z Q � FOREST LAKES -. _ CVO > w Z I f NEIGHBO " ``:. ��-: C T 1" ¢ P "SWOO SITE \ W x ROUTE z 4 1 .. O gP I IMPROVEMENT .q 851 E 1TTuu- - c + WM FACILITY # COUNTY OF `' S C 3 I o' MIN. NATURAL BUFF R. - , EMARLE / y 3 � ROPOSED PRIMITIVE TRAIL WITH � ! � � R/O M q0 ''^^ YI _ Z Z w O _ ,l u CONNECTION TO FOREST LAKES , I /n - ... o.�.. ���me,r �, AGO ❑ W +n A Q F' . — - I, RpAO J a Z _ L� Z o d r _ PROPOSED © II \ ALBEMARLE COUNTY - r / I I RESERVED STEEP SLOPE 'f PRIMITIVE �ol TRAILWAY BLOCK 13 I /_ v II (TYP.) zl c Z U ° w co I, 1 TRAILS (TYP.) j o ` VICINITY MAP: SCALE: 1" = 2000 I� o J { O z DEVELOPMENT j j`' B AN CO R7I O ` } 4 AREA P. Z ❑ •,,. % ) ' ) GENERAL NOTES OWNERS: TMP 04600 oo-oo oz800 TMPog600-o0-oo-ozBAo o N Z g < H o in w , ` CL - HAUGH, CHARLES R. & HAUGH, CHARLES R. & V l a' BLOCK IS i-`'-❑.' l < -� 5 " E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. �r,I .. - At + '�� 50-,-4LOp'O -''% /'� EP ❑ 435 PARKST z57S SEMINOLE TRAIL CHARLOTTESVILLE, VA zzgoi CHARLOTTESVILLE, VA zzgoz Z > , _ T.M. 46 - i8B ,'` ry, . LON : - - --_-- _. —I �•-� - - I C Iwu W HORNE LAND CORPORATION - - �, \ - / OPEN V �Z' 'r TMP og600 oo-oo oigoo CROCKETT CORPORATION f ce "- - PACVV % ' 11. SPACE '.� (TYP.) OCHARLOTTESVILLE, C/O HAUGH & HELVIN 435 PARK ST �O u1 PROPOSED CIVIC SPACE- p \ VA zz Oi 9 C7 z c9 z V, �- - BLOCK 12 �/ z z I EASTERN POCKET PARK BLOCK 10 I , ": J�O l (�l ", I ., r .♦ (LOCATION TO BE DETERMINED ,i \ u h I BLOCK 1 ❑\ -- DEVELOPER: RIVERBEND DEVELOPMENT, 4555ECOND STREET SE, SUITE goo O W O W O LD G zoo -YEAR �") •, �;`: ,r. WITH F'�NAL DEVELOPMENT PLAN) '^ - EXISTING \ FEMA FLOODPLAIN (TYP.) a , PROPOSED VEHICULAR ❑ ❑? I. CHARLOTTESVILLE, VA zzg03 ENGINEER: COLLINS RINGITE w w z Z 3 - '- INTERCONNECTION ACCESTT S f e �`' o I t BLOCKS ENGINEE CHARLOTTESVILLE, VA zzgoz Ui Z z ¢ z z Z O m z z O m a p PRO D RIMITIVE } ( TO THE N NTGOMERY o' MIN. NATURAL BUFFER O f g a ~ H z N TRAILWAY ° —� \ 0 °.. RIDGE NEIGHBORHOOD / 'I O m z z a w o ROUTE zg JJI' -. \ - O , i '' TAX MAP& ZONING: og600-o0-oo-oz800 og600-o0-oo-ozBAo og600-o0-oo-ozgoo w f £ Q \ IMPROVEMENT 1 ....: • ` . _ + OPEN i +%n/ 1 ". - n PATHWAY , '� ROPOSED CIVIC SPACE e, +/ ALBEMARLECOUNTY - ,.'." ° SPACE •� D.B. 73z, PG. 6go D.B. z333, PG. 450 D.B. 73z, PG. 6go R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-L RESIDENTIAL LLI O a n ¢ F-- O > g s g O Z w g O rJ N -_ `- �- (TYP.) •j' MANAGED STEEP SLOPE 1 ��.., BLOCK 11 GREENWAY a, ' •. _'°ay "•'ese ,'�" t ? a a O O _... ) __ ROUTE zg �'I ' _ �' ' -- -' (TYP.) l ' 1A BD (TYP.) :d . '-�,O O❑- '� f y� R P li _ - ° -- a,a°' IMPROVEMENT * .\ TOTALPROJECTo4600-oo-oo-oiBoo - 42.5SAC. T og600-o0-oo-oz8Ao - 27.29 AC. o 600-00-oo-oz oo - zo AC. z g z g 0 - , _ - GE. v _>°° GREENWAY ! , ," -1 BLOCK 1S 4 9 7 .66 0 o O SWM FACILITY #z li a ji GREENWAY <.'. -- • (TYP.) >' !>aa d / ��, ��O UPLAND \ z77.5o AC TOTAL u) c J PROPOSED So'BUFFER✓ �., I; �" (TYP.) _` PARK °,4> ,-,�"` ".�\ i) .' .- . - d \CNf��`NG , fit PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT < i°��a _.._- / AROUND VDOT STORMWATER _ I t / \ ;, �gEXISTING ARCHAIC WOODLAND DEVELOPMENT MANAGEMENT POND I + ,"': _.'" ? �"`°�.., ''�J '•�� �,,t-,.;��' -/; CAMPSITE AREA TO BE PRESERVED AREA(fYP.) J ��`\ �� / TOPOGRAPHY TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS,JANUARYzoz. 5 z g C _ ' / r ) - a' e•°'p > ~ BLOCK 16 I , d �& � BOUNDARY IN WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, zoz5. p w V) M I w .-. {- '43.R'-..,6w��, ,�, --,� - 1•- _ / w x " ': 'rr,,. EXISTING ioo-YEAR % DATUM: NAVD 1988 O� Z M STREAM BUFFER (TYP. `oe a.ae ��e• * c",,`\C FLOODPLAIN (TYP.) - ❑ _ _ \, '. UTILITIES: COUNTY WATER AND SEWER CV vwi ikf I (� oo BLOCK O I / ❑ FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS 5:TE. FEMA MAP ID 51003CO28cD J PROPOSED RIGHT IN -RIGHT OU o' _ - -- ,J a 4 z 1� BLOCK' \` 4 / \ / DATED FEBRUARY zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, s PROPERTY FOR THE SOUTH RIVANNA DAM,'NHICH IS A FEDERAL DAM LO'.ATED UPSTREAM OF w F ¢ rl .. INTERSECTION IMPROVEMENTS. w a ( SEE BROOKHILL TIA REPORT a £ J TRAFFIC CIRCLE ROUNDABOUTMAY �a I ALBEMARLE COUNTY ._ �MAINSTREET �� �' THE PROPERTY. Ocr -. o .. 0 0 -. 0 0 _ _ FOR FURTHERDETA13 0� BE CONSTRUCTED AT THE '� M0NTGOMERYRIDGE PRESERVED STEEP SLOPE BLOCKS I '�" - I NOTES: (\I W ' BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND (TYP.) /j j,,,�. w ( ) , NEIGHBORHOOD 3� THE NORTH/SOUTH CONNECTOR ROAD BLOCK -4 I I / ! z. SEECODE OFDEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. Q z / z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE Q - + l I SPACE) "OPEN" .) (TYP.) y- OPEN - - TYP. /�-<!❑ DETERMINED WITH THE SITE PLAN PROCESS. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH (V (V �� J ,lye 1 - -- - h og,V i SPACE ' ""� > 3 TREES BE MAINTAINED BY THE HOA 1 ` � � (TYP.) ❑ BLOCK /� TMP '�, � v �- ALBEMARLE COUNTY REQUIREMENTS. ALL SHALL 4- NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J W i J 1 � �•� _ EXISTING zoo -YEAR ^ PROPOSED y -� OR FOREST LAKES. 1L LLJ FLOODPLAIN (TYP.) ,a • �r RIMITIVE / ti� A -J J ' 5. THE IMPROVEMENTS TO PO_O GROUNDS ROAD AND THE CONNECTION OF THE EASTIWEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI Q T.M. 46 - z8D _ I o° TRAILWAY _� O� Q ,� - CRAFTON CORPORATION - ": I , ' • O G Ov, J� I ^� ` z ❑ ❑y THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THEFLOODPLAIN. Z J Q - BLOCK2 _ •` - _' a. - n DEVELOPMENTAREA % O (z�� (_J 0.:. y) - '• O \ •� BOUNDARY (TYP)..: (i ROPOSED NEIGHBORHOOD CENTER I -- - - _. \ �' / C I DEVELOPMENT B PROVIDED IN 6. PARKING FOR THE PROPOSED BROOKHILL DEVELO ME SHALL E D ACCORDANCE WITH ALBEMARLE COUNTY CODE z8.y.zz. EACH PRELIMINARY SITEAND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE uJ _J > J _- --7. (LOCATION TO BE DETERMINED I __ - - BLOCK 17 IMITS OF PROPO ED REZONING [� WITH FINAL DEVELOPMENT PLAN.) 1 _ _ _ _ _ _, _ _ _ ' ;+# { Y - a O - T PROPOSED DEVELOPMENT SHOWN IN THE PRELIFLOOR INARY PLAN. ELEVATIONS 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY L Q L SL ® J Q > r__ I ` F -� - " a ,_,--� �-,r / DAY BREACH INUNDATION ELEVATION AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT ZLAJ Z Lo �� LU PROPOSED zoo' BUFFER ALONG RT. zg 1 I - ° � ACRE �- �_ °• _-_ LANDSCAPE BUFFER ' BLOCK4 v SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMJM OF CIVIC AREAS, AS SHOWN V) J 7o'NATURAL ROOKIHISTORC \ &3o'LANDSCAPEBUFFER ` / BROOKHILLPARCEL BLOCKS .__BLOCKS °, ,,. "'°�°° - �'� /_J 7 �! ❑ ALBEMARLE COUNTY - "'> "•-`>• --- ❑ ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR ADESCRIPTION OFTHE AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. S L J 0 Q Q APPROXIMATE LOCATION OF ANAGED STEEP SLOPE i :;, -..� \ - NOTE: APROPOSED MULTI -USE PATH i� GREENWAY li HISTORIC MARKER FOR THE IS PROPOSED BY VDOT ALONG THE - - (TYP.) BROOKHILL PROPERTY � (TYP.) _ !� �) ,_- 1 t 7 ROUTE zg FRONTAGE OF THIS '•: i � � �z 41 g. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. J Q % F--I � Z U l-1 J _ _ } � ,_� f a• . � - - - - �,� ROPOSED 20' BUFFER .N �. ./' ,,-� Y - \ "I PROPERTY. PATHWAY TO BE � zo. CONNECTION POINTQ)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR Q O LLI W r - _-I / LOCATED WITHIN THE VDOTRAV. �, - "• *c ,°„tom s:�"' A. i I y LOCATION OF EXISTING F. + ��.• ' ��� •ae \. INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT HALL ONLY BEA PEDESTRIANBICYLE ACCESS CONNECTION. u. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND C I� Z (n ¢ ""� Y LLI / ` v O O '� BLOCK 1 UNN CEMETERY TO i li .0 (.. \ 9 REMAIN ❑ \ °e r. ❑ DELIN EATS BOTH THE PU BLIC AND SEMI- PUBLIC ROUTES AND FACILITIES ON THE SITE, l V U Q / LOCK LINE (TYP.) ` e \ NOTE: ALL STORMWATER MANAGEMENT FACILITIES I LEGEND Z CO 7%, AND EROSION CONTROL MEASURES SHALL BE �i� t- a°e ,+ u- <` ° OU J LOCATED OUTSIDE OFTHE PRESERVED SLOPES. CNTY GREENWAY PRESERVED SLOPES ❑ �I M , BLOCK 8 PRESERVED STEEP SLOPE �: �. ROPERTYBOUNDARY(TYP.) Z 1L Z LU °a•" F a (TYP.) ;; ® VEGETATIVE BUFFER-'--t,�'' MANAGED SLOPES NOTE: AREA WITHIN THE zoo' BUFFER j ," O AND OUTSIDE THE EXISTING TREE " t BLOCK] 1'• +� \ / ® OPEN SPACE O ¢ Q I�� w LLI z O C) LIMITS SHALL BE REPLANTED IN ' ' --- ..... DEVELOPMENT EXISTING zoo -YEAR t ` o� - •.aa•a•,• .) - ACCORDANCE WITH THE PLACESzg / AREA (TYP) FLOODPLAIN (TYP.) `', :- _ •, WITH HOA APPROVAL A zo'MULTI-USE PATH FORESTED BUFFER REQUIREMENTS" I ING BROOKHILL _ ' \ , ;,-,� l - IMrrS OF zgTH CENTURY - SHALL BE EXTENDED TO THE ENTRANCE OF SE TO REMAIN \:.. [,_J �- GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS ❑ ' `� r>•a J J F��I NTS OF BROOKHILL MONTGOMERY RIDGE. THE HOA WILL NEED ❑ C3 TO APPROVE THE TRAIL AND EXECUTE ALL BLOCKS DEVELOPMENT AREA EASEMENT DOCUMENTS ALLOWING THE ' EXISTING zoo -YEAR .. ' �' }� t BOUNDARY (TYP.) ❑, CONSTRUCTION OF THE MULTI -USE PATH ) O ❑'+ PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL ❑ HISTORIC HOUSE & THE z THCENTURYCOMPONENTSOF BROOKHILL B F" LL.I FEMA FLOODPLAIN (IYP.) ;; _ ^ ^ f❑� ON HOA PROPERTY. Li ROPOSED 'PAVED :: � 4 • r r ? i OPEN zo � - ❑ zo' MULTI -USE PATH TO BE CONSTRUCTED ALONG MULTI -PURPOSE - PRIMITIVE TRAILWAY O cr O I v THE NORTH SIDE OF POLO G ROUNDS ROAD COm ii .0 N?12 i[ epar( o ment �%-� PROPOSED TRANSIT STOP TO BE INCLUDEDWITHIN O R Q ° •aaao• e ,` - ,:--. < ile#'S i ROPOSED PEDESTRIAN TUNNEL CENTER FINAL ADJACENT TO THE BE COORDINATED WITH LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. MPROVEDINTERSECTION FpR� Ap rovedtr, Supervisors ° � O W AND STOPLIGHT. .�� - \pA \NER SEE BROOKH1L TIA REPORT j POLO GJ2 ROPOSED IMPROVEMENT TO SO 11- Det STATE V P� t o 0 o ® EXISTING SooYR FLOODPLAIN o CV RT 6 NDgRO� _ T POLO GROUNDS ROAD FOR R\V 43(D (5TURNLANES- SEETHEPOLO FOR FURTHER DETAILS a- ;. , s 01 )? GROUNDS ROADWAY /, / • • • • • • STREAMS * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED JUNE 15, 2015 w _ / '•`'" �,., IMPROVEMENTPLAN v - annef CALF .� AP PROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 3°'BUFFERALONG SCALE PROPOSED LOCATION OF CIVIC SPACEGRAPHIC H- + FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD io'MULTI-USEPATH w ^ w DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. zoo o 40 aoo 'I,,, fit 200 0 ac _ SEE PROFFERS FOR FURTHER DETAILS PROPOSED LOCATION OF HISTORIC MARKER O - a- Ln JOB NO. 182150 PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. M. O - OR \ �- - CROCKET CORPORATION ( IN FEET) SHEET 1 OF 1 SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFIC TIA. �. 200 ft. PROPOSED ELEMENTARY SCHOOL SITE \J SCALE N. T. S. SHEET NO. 2 0 0 0 L 3 0 0 0 a c 0 0 0 m 0 0 0 L m 0 0 a 0 0 0 3 M 1m =in Sbr2ol80005 FINAL SITE PLAN APPROVED NAL SITE PL, APPROVED FINAL SITE PLAN APPROVED 4/23/zozo _r THOR_NRI�GE 06 -_ OULEVgRD /-> 1SCOTT R. LLINSZ U Lic. No. 035791,'D 4` / 1 r 2/21/22 44 SW OO CO RT I\/- I ( ' I IIIJuJJ1- ` Liv - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - _ _ I \ I OI BLOCK 13 -_ BLOCK 15 ) �o' I \\\ ,I 1 I A Y ,OURT ' �i Z l /pLu Lu 401 SDP202000008- - INITIALSITEPLAN � ��� �A/ �� 1 r APPROVED - 03/o6/2020 �, �v v� �'� - \ I lLU i 1 SDP202000082�W F TE PLAN \ �� �= a I BLOCK 12�♦ v� BLOCK 18 - - ��� j 1 BLOCK 14 *%v -.V� /i' �GOMO A w CD It N i 1 1 ROAD PLAN BLO K 1 -- _ SUB2017-00117 L9 p-; °°a '� / __� � _ n \\ ° o � � I I ° 1 1 _ BLOCK 4C 1 ° - %'� ---_ C'q ° ° �V BLOCK IB 1 1 BLO�K °° �� �" �r n I �' /r) J I 1 SDP202000070 1 5°0 1 I INITIAL SITE PLAN 3 BLOCK 3 1 0 ��^ ;- / APPROVED - to/z /zozo 1 % I 1 FINAL SITE PLAN ^ o I a ; �� �� -I-1 \ �- �_ I CV W 1 1 SDPzozi-000g8 1 ` �' /// ^ " (-�' tl_;1 1 /�'� / \� \ �\ / \ �v v _ - / I BLOCK 1C 1 �� e . �' a F--1 SDP202i0006 INITIAL ° v 4 1 BLOCK z `� '�� ������ �� v _v���v v��v �\ --- -- -� �Q 1 SITE 1 ° /�`� ' 1 1 APPROVED - 09/23/2021 1 -\ t`\o B _ _ ;� w Q LOCK 1 t ; v 1 1 -� 1 7� ` v �✓ / oho m w - / U 1 201 00021 LU Q (9 _ / /�� I j 1 INITIAL SITE PLAN o I I °°° �O� `-� / ` !/ / CO BL K A APP ROVED -o6/o8/zoi8 SDP2o1800049 -_�_ IN S TE PL - - - BLOCK AREA SUMMARY LU o �� U > 1 1 �`°���,:�� i t Development Greenspace/Amenities (ac) t Q ROAD PLAN SUB2oi8-oo215 '�� I I Area Per Area (Roads, Proposed � J SDP201900078 °°°^,1 ° � Block Land Use Dishict Brookhill Proposed Lots,Buddings, Development U -j 1 INITIAL SITE PLAN y Y Area (AC) v APPROVED - 02/21/2020 1 ° COD (AC) Parking lots) Per Area (AC) / I I BLOCK i °o / O y y p� Open H Y I 9 SDPzoz0000 ° COD AC Civic / Civic / Open O n Total Total 35 Greenwa Greenwe Buffers Buffers BLOCK I< 6 ° o ° Parks Parks Space Space Greenspace Greenspace Q I ' FINAL SITE PLAN i ° ° Required Proposed RequireProvide I >> 7 I - APPROVED - 01/05/2023. °b ( i 1 Required Proposed Required Provided Required Proposed (n p jI ' \ \ o 1 Neighborhood Service Center 12 12.72 12 11.05 0 0 1.67 0 0 0 1.67 o 1 ° ' o° ° o e lA Neighborhood Service Center 1.24 0 0 0 0 0 LIA LLI ° o ° a 1B Neighbborhood Service Center 11.48 0 1.67 0 0 1.67 w J BLOCK7 \\ '° - 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 F..� 3 Urban Density 5.8 5.1 5.8 5.8 0 0 0 0 0 I- T o /f1 y 3A Urban Density 3.3 � VJ ' I 3B Urban Density 11.8 1 1- �� 1 SDP201 00054 - °°' 4 Urban Dens ity 24 27.95 19 14.0 0.2 1.38 3.4 1.09 1.9 0.44 2.9 2.97 8.4 5.88 INITIAL SITE PLAN y LL] 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 APPROVED-o9/o7/zoi8 �__-_ SDPzo3. 00025 / 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 O FINAL SITE PLAN °� / / 4C Urban Density 6.58 - 2.31 1.46 0.85 j $ Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 (D 1••� co6 Neighborhood Density 7. 7 7. W - 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1 8.7 O ° o ° ° AT GRO j� / 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 143.82 13.1 12.96 CV ° - ,,, T _- _ so / 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 ° o°oo°°o° o°° ST ERT'643(D.g 48i P(So1) o° o00 o°° `°4 8B Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 0, ° �153) o / /' 9 Neighborhood Density 9.6 12.58 6.8 7.62 0 0 1.8 2.47 0 1.27 2.8 2.49 4.6 6.23 F LEGEND: / / 10 Neighborhood Density 4.6 9.66 3.4 5.42 0 0 3.6 3.94 1 0.9 0.1 0.3 4.7 5.14 w 11 Nei hborhoodDensit 5.7 14.04 3.2 5.38 1.2 1.47 8.2 8.66 1.3 1.68 0 0 10.7 11.81 0 _ °o o°o°o PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT / g y a to (APPROVED INITIAL SITE PLANS) / 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 JOB NO. I 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 82j �� PROPOSED RESIDENTIAL& COMMERCIAL DEVELOPMENT GRAPHIC SCALE I 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 (APPROVED FINAL SITE PLANS) I zoa o ioo zoo aoc soo 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 SCALE i PROPOSED RESIDENTIAL DEVELOPMENT 16 Neighborhood Density 9.7 13.89 8.4 10.3 0 0 1.8 1.4 1.3 2.2 0 1.1 3.1 4.7 1 11=200' , (PROPOSED INITIAL SITE PLANS) I �, 17 Neighborhood Density 15.8 16.1 11.8 8.8 0 0 3.3 0.9 3.8 5.2 0.2 0.1 7.3 6.2 ( IN FEET ) 18 Neighborhood Density 34.4 36.55 27.3 24.73 0.7 0.4 4.4 6.3 3.8 4.1 2.6 1.5 11.5 12.3 SHEET NO. 1 inch = 200 ft. I / 19 Brookhill House Parcel 3.2 3.2 0 0 0 0 0 3 I Total 223.9 174.5 168.8 106.0 10.3 3.25 53.6 31.01 28.8 20.35 16.0 12.28 108.7 66.89 _ EXISTWGST\: M♦7_'� --- •�. ---�;---� _��_'/�/�, Y l i II I 'C♦\ \� \\\\\ \\ \ O '..� `O��-,<..\ �� , �O r�TT '�. ♦ \ VI• \ \ _ _ —,%� -- I Y` / - pfie ♦ I I �\ \ \ �lkaYvY�rvp-� e\ \ \ \ yy / /' �. TMP-19B7 \\\�- � ../ / \1 �••Ij _ �♦ � � - - / � / I 1 � \ \ \ \ \ \ \ \ \ 00 STANLEY HOMES LLC \ --- �L• _ _ - - - - - - - - - - , - - - - -' -.rx ♦ \ \ \ \ \ O e Y / h _ - •fI111 _ _ ---- _ . — --- • ♦♦ v v�A� V Ate\ V A �/ l � DB 5495, PC 635 Y1� . _ _ � � i 37.80 AC. HH i HIHI - � �- � � - EXISTINGGREENWAY TYP.-_�_ - - ♦♦ `-- < / A v v v00 � rf y / \_ �� • _ �♦Hr.11 — - 77�� ----------♦.__--•�/\SCOTT R. LLINS'Ziof ( � ll I� ���� � ��4AEXISTINGGREENWAY(TYP.)••+-- — --_u•�1���!U A / L� Lic. No._ _♦1 ♦♦♦♦♦♦1j♦♦ / / y ♦♦ \ °'� �T l .fix , // / // I �.fiO 2/21/22 \\ -- 0 -- r p♦1 EXISTING PRESERVED \ �/ \ ♦� ASS �Yy�l z -- \ - - - - - - - i - oN ♦ ♦♦♦♦ /� J� STEEP SLOPES TYP. - -� y w - - -- - .0 ,�. ' OO ♦ i ZONAL - �'ems_- - \\ - -: ♦ ♦ ,\ �1� - --- t i i\ \ N 0 00 WON 0 or iweal r ..l.��F...��o. r' sue. RY ti.4yr ��' 1t -. ♦♦1 �•! ♦♦111 jam_ �\ i' ♦♦Ki �_ •r! .�.-_� ....�_ \ \., ♦ \ O 411 SSlo �♦ ����♦•i♦i -- -- --� -\SIAIVLLI MARTIN_ - - -ice �,' / / Jlf ��, \ \ '•\�- o .���i 33 i8.8l1 _ PANIES, LLC-'_ - - ° �- .. I,:,, �,\i ,:,I - - \ \13Z.98. �♦ ...♦tee \ ♦♦i♦♦ - - - - - -- \ \ -- __ -4S-19B7__ _ ----- -- �.,�/:;� �,��`c ♦ c ♦�♦� \ Is♦ ___. -- - Imo... \_ - DB 747.-_ - - '� \\ / "� f�C. '\\"ram • m is �♦ - - - - - - - - - - EXISTING ioo-YEAR FLOODPLAI - - ♦♦♦♦ X N (TYP y �� \ � ` ; 780 "� E\IST O \ I � . , �'; ♦ o ♦♦ eIHIn1 V%going\ EXISTING STREAM i f/� `L'� N \, \ / _" -- _ e ----- -. / \ '- .�, ti r Ssisj �♦♦' •41HI•It{�� I/11j1j•♦♦•♦ ; 1 ✓-�_....�- _7777 -- \ 41, ♦ S280 24 0 11I ♦♦♦♦ - -- // ,:,. / \ :n� \ a o5 ♦♦ 8. i' --- •♦♦ ♦♦ �_....� -` I - -._ 0 .....000 O Oo �.. `� \ ` ��:•� o l i f� A V v ----- _ ___� \ice-----_—� __ - _.-_ O \ O as / v� v v �V LIMITS OF EXISTING ALBEMARLE ♦♦ ♦ ♦ - - _ _ _ _ - - -- V A O ��g%= y Lu r COUNTY PRESERVED STEEP SLOPES - .� ♦ ♦ _ - - - - HAVE BEEN DETERMINED TO BE EXISTING PRESERVED �� _v ♦ ♦♦♦♦♦ A, MASTER ------_----__ -- % V\ v 0 m q BROOKHH,L _ _ _ _ y LESS THAN 25%BASED ON NEW ♦ Q - v/v %'- _ _ f STEEP SLOPES (TYP.) ��♦ S3So \ ♦♦) ASSOCIATION INC _ - - - - - O - / 0 �. 3 i- \\ TOPOTHESATISFAOCTIONOFTHE E�'9, �\ ��i TMP46-19B9 -- -- 1 >>♦ �♦� O \ > z o - v "F! s �♦ O A: v A� L Y \ ` ( COUNTY ENGINEER AS PERMITTED EXISTING GREEMWAY TYP. °' 02.84F - _ \ , - j / ! . ♦ O ( ) DB 5512; �CO3 — s 3 • i -- r - ->- - a------,-T - \ UNDER SECTION o. b h tom... 72 AV. / \\ �� ♦♦ gS315'56.72'6. �w...l►♦ - �- 6°�'4 iiii� /��/�_ -_. - _ - __ =4f \ \ \ ---7--- \ 220. -- '-'-�!! — 6 i%/ ' / oasts IIII• — ' OOLu \ \\ \ EXISTING LIMITS OF 7z' • �i 7 / / L / _ _ 4r '. \ \\ /Pn\ c\ \ T \\ WOODEDTREELINE . - / �/ sj - - o► p' MIXTURE OF DECIDUOUS o PROPERTYBOUNDARY(TYP.) \&EVERGREEN TREES : ��+� IIH�••, iiI�•:� r �������'' �_--_ _ \ • �. ...e`',-- - - -- G� ..... �GRA�C SCALE _ m o J v ✓\ i' , � � I . _ �— �—�rtIf11 i'0 3� 5o azo �s c / ✓ \ \ _ i _ �i \ /' �� �\ / ,'I �. I iz \ \ '' A AV i I I /�/ / i,✓ �/ -+� I �•� / / / l i I _- � L � �\ \ � �/ / �� � � A IN FEET �� ' O \ vv v A A BLOCK 1B 1 inch 60 0 Al A A, o BROOKHILL (CURRENTLY PHASE - , - _ -- - _ w o v EXISTING RIGHT-OF-WAY UNDER DESIGN) rq LINES /�'� - '" ---- I LIMITS OF THE PIMP : �" ��� ♦ F N V V ' APARTMENTS LLC i EXISTING iz" DI WATERLINE / ' / _ -- ! v, DAM BREAK ��♦ p N o ' TMP 46-1981I' r pg2 0.��/ LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES_ - -- ' INUNDATION ZONE v �' N t \ I a HAVE BEEN DETERMINED TO BE LESS THAN 2 % BASED ON NEW � '--- ' v, D8 5133 PC 445 5 — — — v vv v �� v 4528' TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE / ,L \ \ \ \ XISTING CONCRETE SIDEWALK 1 \ \ COUNTY ENGINEER AS PERMITTED UNDER SECTION 0. (b)h - - - - - 19.05 AC. A--- 5 - N5g°04'24.86"W A V� VA \ V A v v A \ v _ ✓ v ,„ _ 3 7�4 _ ice- -- ----- w 1 • RBD ---- v EXISTING PRESERVED STEEP SLOPES (TYP.) � � \ w L9 o MULTI -FAMILY \ \ /' - - — --- -- �. S J x HOLDINGS 7/ LLC 1 1 �i i - - - - v v '/ /� �� �r M W c� � TMP 46-1986 �v 1 I I v / / b / � � � — _- ___ _-- -__ _-� � vv � � / l �� � - - - - - ---------- >- DB 5659 PC 389 --- - - - - - - - - -cyi �rl k / _ — _ \\ Y- - va. v R"C9 o 6.792 AC. / ti -_ __ --_ - v _, / , �,'AAV�1111 i �� / PROPERTY LIMITS 0 N o v I I I I � C i /�i/✓!i �� _ _AvVAA A I� i • �+ / / ( / / - _ v AA1 I • 0- / �/ I/ I i i /i i'i'i AA V A III i I'I S m l ll I �/l A5� i /� �1\I \I 11II�I �I ---��� i ♦ ® � m �)/ II IIII-- // �♦♦ / 1 � /1 ! L.L EXISTING I i I II _ • _ o I1 ° - � EXISTING LIMITS OF � � a V �'/ I I I I III ♦ 1 a - LAND RESERVED FOR - II IIII _WOODEDTREELINE \\ \ _ - - -- --_,% / EXISTING t N W --_ -= I O V 0 0 DEMAND FROM THE v _ _ _ _ _ MIXTURE OF DECIDUOUS I 1 I � > \ - - - - - - - - - - - - - - - _- i CONTOURS I I I I I ,.. &EVERGREEN TREES � I 1 � � o FUTURE DEDICATION UPON \ _ _ -------� - I r 11 O \\\� BLOCK 1D I II, _ - - - i � � _ III -- --- - --- + -- i 5107 PG 148 _-_ -- COUNTY � ' -1, , --- - --- -- -- -- r PHASE tHIHM110 - - � -- a° 1�.' / � -- - - - / .'- _--- - - 65' _ a9. / 0 Q ----- _ - - i _ LINES ---- --- --- - _ - - - � --- - ___-- ' � ' ,. ' � '- -EXISTING STORM- �s� I -- ,�� � �- � BR ILL ��� � � - - -- w SEWER SYSTEM MASTER - - - - � / � / �$y MASTER ` � � w o _f e -- - - - VARIABLE WIDTH'- - - 141v- - - - J - - ASSOCIATION INC \� m 3 I TMP 46-19B9 �. O J (n TEMPORARY GRADING AND O CONSTRUCTION EASEMENT z DB 5447 PG 603 — — — — — / / DB 5512, PC 303 a o P, BLOCK 1C WIDTH PUBLIC STORM �� 50.72 AC ®I Lu o -------- — —^^ EXISTINGa2' DI CURRENTLY `\ h1 w O n STELLA LANE h x I I EXISTING VARIABLE I VARIABLE WIDTH PUBLIC RIGHT OF WA _ __ — 10 i UNDER DESIGN) DRAIN EASEMENT v v \ WATERLINE �v H�- 0 DB 5441 PG 245 m DB 5274 PG 376 v�vvvvvv v�vvvv v ._v •♦ip� - ��:� _ -` o EXISTING8 I A V A AVAV AAv v vv vv vA. ♦ivA�. LIMITS OF THE SUNNY v 0 a. v SANITARY SEWER - _ /AwVvvAvv�wy v�vv- ♦♦♦i B EA v _j Z - ♦Y " J _ - -- �� �\� DAY DAM R CH -ate ------ - - - -- / \\_ ♦♦ \ \ \ \ 3 ' _ \ \ \ - -\,� �\\\\\\\\\ .. ♦q � � INUNDATION A \ � ---------- vvv�v�v vv q♦♦ __ v v < u ---- d - i - / A V AAAA� �� •11 _ _ V A v - ' EXISTING io CONCRETE SIDEWALK v vvv v V �J BROOKHKL* �' ------ - •♦♦q♦ - 1- i EXISTING 12' DI,'11 11 1 A v vv v ♦♦♦♦♦♦ -ram v - --- _ APARTM9NTS LLCM / I PROPERTY LINE WATERLINE PROPOSED / � �� I I I v y -- ♦♦♦ ---- T �� TMP 46-19B1 v - /, ISIII�IIIII v v ��. _ - --� DB 5133 PC 445 \ XISTING RIGHT-OF-WAYI'I ll \ \ �o ♦♦♦ r ✓ , - _ �J,f ° 19.05 AC. p♦♦�� W o L 11---� v A I I j � 1� ✓ vJ W o l lVi II / v I I i IIII A A_/�ul EXISTING ARCHER AVENUE_/ -_I�. _ III COUNTY PERMIT: #SUB201700217 20' ACSA UTILITY EASEMENT �' 11 Lu I / / T v• w / EXISTING 'CONCRETE SIDEWALK I 49' RADIUS TEMPORARY DB 5447 PG 603 v - — W z I _ -I -------- TURN -AROUND EASEMENT �l v v I III I I11 7 CC H� z �—� / —I �1—i I r �' VARIABLE WIDTH PRIVATE —�—, � /IIII �v � DB 5447 PG 603 � � ACCESS AND PARKING �—»—• --»—--»—••—»—•—»—• / I z EASEMENT _ / BR CENTER LLC WNvv DB 5447 PG 603 / TMP 46-18A1 W)RTH PORLIC S M 1 N30036'40-34 E vACCESS EA MET I I I I I I I - - - DB 5659 PC 394 - Lu o 99.2j __ - z°�i __ I ' i v v v1 I I I ( I I I I l l l I I l onsioni W > ✓� I I I I I I I I ' EXISTING . 4.8 yr _ ---� - --- - -- -I 20.708 AC. v v v m 59�04 z, � .�3:53' --- 2Zo37 v v v l l I STORM O - -_ N -- n fi+ 59094 2§-&'W—I�x— r- N59'04 24.86"W ---- _ / VARIABLE WIDTH ACSA A v II II II 11 III III I -a -a—s 54.—�—s— --N �,� FACILITY 0 �•_ I \ I I I I I I I I y / / o w -- ------ - _ -- — ---- --- -- - WATER EASEMENT MANAGEMENT I/fin aN,� w _ _ I C 0 m vi In,- -- ----- -- - -- __._ w I \ 1 I I I II I I1 1 1 111 11 1 1 \ \ I \\ \ \ \ , ♦ O z _ - '- - --- -- ---- L_, I I11 111 11 VA��� �� s l �� DB 5274 PG 376 y EXISTING 8' o :n - A I I I I 1 1 111 1 1 1 1 1 1 A V A\� Ate\ ♦ 04 / SANITARYSEWER� p 0 V -- _ / I �1 �W V , ♦�♦ N m 0 BLOCK 1/-li EXISTING 4 / �� I I V A V A A A v\ I i ti i X A !♦ y HYDRANE FH y y _ r STING NCRETE SIDEWALK EXISTING FIR _ _ T P.' _ z i ' EXISTING APARTMENT - - EXISTING APARTMENT E IS NG 5' CO I ' �� � a \ � \ _. BENCHMARK uI�DIN i I I I , / / / , / I I \ V A V A A / ��� M n�A��vAv vA 0 / q RURDwq I v n _ 144 4j EXISTING SALAMANDER STREET EXISTING WATERLINE %'/� /l AI V v v 0���� STIR TOP z. o -- ISOR T i ----- ---- -- ----- - - _ - - COUNTY PERMIT #: SUBzo 800n5 / / / / i ✓ / / / ♦ N v v \ A A w - r - --- - - 2ib.00'--- -- -- "i zig.7 _ -- -- _ -- -- - / / i �� ��♦♦♦♦ 'V A \ l l llAI ",I 2 0 EXISTING STREET... o „ -- - 67 50 - / / / / _ SIGN .. N59 04 24:86 W -. ..r. .. �....;. ° _ - i l / / // ✓�♦♦� I I� a to ..R.3 I I I -..� --- 4erl> aevt� -:_- �:_ --- ------ --- --------.-.-.--.-.-.-.-.-.__���� � l l I I l �/ / / ♦ �I�I! I I I I I � I I I/�I /�/ o 1 ! ' ------- --- 4,30' / r ; /' i ' 182150 SALAMANDER STREET - 58' PUBLIC R/W (DB 5274 PG 376), ����� N� 3-08 I'�i+— SCALE' 5 �.. -o „ , .... ...., ♦30 .2 „ I -- TMP46-18E1 _ - : -6�� o TMP 46-18E2 TMP 46-18E3 - - - TMP 46-18A V� �STANLEY MARTIN TANLEY MARTI MANOR HOUSE LOT CEMEiCkl \ o - - HAUCH, CHARLES R & 1 u I I CHARLES R. BAUGH & - -BLOCK 6 ___�_ - -_ ELIZABETH ANN OC SHE O. n \ 7 --- / BLOCK 8B DB 5492, PC 476 B 5492, fiC 47 D0ti6I5 B: pCLESBI BLOCK 19 t - BB 1333 PC 450 DB 5295 PC 636 ET N I ��-I I - - b,454 AC. 1.947 �C: .,, v - - , 179 AC. COMPANIES, LLC COMPANIES LLC 3.178 AU - A 4 �'" _� it 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 I I T� I I I I I I I I I I I I I I I I I I I BLCOK9 BLOCK 4B •III• .ter.. BLOCK 4A L s o [Il W Z Z a z Q Cr Neu X W J w 2 � I � \ II 1 I0.MIMIMUM SID-------`^ m (BLOCK qi SETBACK ------____ u COD BLOCK 4 /BLOCK IB APARTMENT BUILDING #3 (4-STORY 76 UNITS) 0 V LL1'I ? V I t r O 4 �u 77 N N 1 t _ 1 ; LIMITS OF l_ K4 �i BLOCK 1B - APARTMENT BUILDING #1 (4-STORY - 68 UN i1 lA I,, --- L-� BLOCK IA - BLOCK 11 LIMITS OF BLOCK 4 T l �M�T5 �1K-� l F�L0 PROPOSED 4-STORY HOTEL 120 BEDROOM UNITS (15,200 SF FOOTPRINT) 60,800 SF ♦ x ..I BROOKHILL VILLAGE CENTER PHASING: PHASE IA: 32 MULTI -FAMILY RESIDENTIAL UNITS (CURRENTLY UNDER CONSTRUCTION) OF SDP2020-00035 �TH Df �� PHASE IB: 210 MULTI -FAMILY RESIDENTIAL UNITS (FINAL SITE PLAN UNDER REVIEW) O SDP2023.-00098 SCOTT R. LINS'Z ` PHASE IC: 3-STORY COMMERCIAL BUILDING (6o,000 SF), 2-STORY FITNESS CENTER, & Lic. No. 035791 THE EXTENSION OF STELLA DRIVE A�0 2/21/22 r SDP202i-00064 (INITIAL SITE PLAN APPROVAL ONLY) _ THE PHASE iD INITIAL SITE PLAN WILL CHANGE THE DEVELOPMENT AREAS 10NAL E�OI FOR PHASE iC. A PORTION OF PHASE E.0 IS BEING RE -DESIGNED WITH PHASE E.D. 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 i-STORY BUILDING WITH A TOTAL OF 20,000 SF IN LIEU OF THE ORIGINAL �o APPROVED 6o,000 SF BUILDING. OO PHASE ID: 3-STORY COMMERCIAL BUILDING (6o,000 SF), (8) i-STORY 5,000 SF �O COMMERCIAL RETAIL / RESTAURANT BUILDINGS, s-STORY io,000 SF RESTAURANT, 2-STORY FITNESS CENTER (30,000 SF), 12o BEDROOM HOTEL �. �. (6o,800 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 I WITH PHASE ID, BUT EACH BUILDING WILL BE CONSTRUCTED AS A J a SEPARATE PHASE OF CONSTRUCTION. THE PARKING LOT WILL BE 1= K \� COMPLETED WITH THE BUILDING PADS & FIRST BUILDING WITHIN PHASE ID. Ln co 0.� z 0 J a_ ----\� - -- _ _ _ -S7dITvTlfviU3TO�S€TBAZk _ -" w (BLOCK 3) -- -- _ __ - - - - - - - ST MIMIMUM 2 it ` \ •� (BLOCK 1 \ 0 W � 0 o I \ ♦\ 0 ^_ N W O 01 Q I nri Q PROPOSED Q 1 STORY --- RESTAURANT — 10,000 SF i i � Cn 1— I � 0 co LIMITSOFBLOCK3 c- I / 0 Cv 7 LOCO -BLOC ----.-BLOC----.-. LIMITS OF BLOCK S j %! 0 CY) LLLLfl QLIMITS OF BLOCK ! � OO j� BLOCK ' PROPOSED PROPOSED j I 1..� PROPOSED 3-STORY COMMERCIAL OFFICE 1TTORY 15TORY PROPOSED 1 STORY PROPOSED 1 STORY I I 0 I I COMMERCIAL COMMERCIAL I 0 W BUILDING RETAIL/ RETAIL/ COMMERCIAL COMMERCIAL I 1 N O I 60,000 SF 25 MAXIMUM FRONT RESTAURANT__ RESTAURANT-- --- --------- RETAIL RETAIL QO ------ I __ ______ - sereAcKjsCocKij ----BUILDING BUILDING RESTAURANT BUILDING RESTAURANT BUILDING - `�� W� N 5,000 SF 5,000SF 5 b00 SF 5 000 SF COD N / r1 V O I ` y 1 I .r dAJI AND T / CONSTRUFY CTION fp,SfMEW 1 :RONT J _ ` I li✓ SETBACK IBLOCK S) RIYATf ROADJ ::::::: �> (PHASE) 1C .... - - - BLOCK 1 • I I I / PROPOSED PROPOSED PROPOSED PROPOSED 1 STORY 1 STORY 1,$TORY 1 STORY _____ _ _____ _ ___ 2MAXIMUM FRONT SBACK (BLOCK I) ________ _________ ___5 ET __________. __ --CIIMMEFiCTAL _ COMNIERCIAti__ t _�___ ____ _ ___COMMERCIAL BLOCK IC- RETAIL/ RETAIL/ RETAIL/ RETAIL/ C, 1-STORY RESTAURANT RESTAURANT RESTAURANT RESTAURANT COMMERCIAL OFFICE BUILDING BUILDING BUILDING BUILDING BUILDING 5,000 SF 5,000 SF 5,000 SF 5,000 SF 20,000 SF BLOCK (PHASE) 1C HitLI IT O BL CI 1 __ LIMIT 0 BL CI 3 _ '�► (PHASE) 1B I (PHASE) 1C A V0,940 p o S E tl y� p [� f ✓j� 8 d 8 P. _ _.._.._.._.._.._.._.._.._.._.._.._.._.._ _► .I BLOCK 3 ON 11MEN COD BLOCK 1 = — 1 -- -- - -- - PROPOSED 2-STORY � I� FITNESS CENTER mlm - 30,000 SF 010 'or I`` (112' x 134') r BLO K1A-T� � I IIII -SETBACK - - _��BT�� ITS}NT �p�� +- -- al _ � _ _ __ __ _ 25' MAXIMUM FRONT - 1 I - -- - ---- - r- ----- -s IB -- --- - - 25 MA IMUM FRONT T- -- -- --- ETBACK LOCK4 CFR_ - L k k k X _. __- `-------_.r--- ------ --- - - ------- r + 5' MIMIMUM FRONT - EXISTING _ - — SALAMANDER STREET _ -- �— _ PUBLIC RO - w- '--- T -- BLOCK 8B 1, - I - + --- / / -.. -- -- - --- CEMETERY II i BLOCK 6 I I BLOCK 2 ♦ O Q ♦ > J Lu ��- k _ w Z Q O I —I J L 0� U ----- LIMITS OF BLOCK 2 j LIMITS OF BLOCK 3 -- ---- J II; W Y U a w uj co / \ Zw Lu III��WDTH PUBLIC SWIM ACCESS EASEMENT (n II j oPROPOSED \ I % w OM NITY POOL CENTER CENTER Q DC CD o m ' O CD j N / I ' / / I W F- F � g______________________ JOB NO. 182150 GRAPHIC SCALE SCALE i_.... 60 o ga 60 _ssu�\ � ...-�... j II_C01 1 V V' SHEET NO. ( IN FEET) 5 1 inch = 60 ft.. moll'. Eel y y BUILDING CODE NOTES: 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. ... r 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-og AND � � THE 2015 VIRGINIA CONSTRUCTION CODE. \ 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM 5' MIN. SIDEYARD SETBACK -- - 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. PROPOSED TRASH `COMPACTOR \\ �\ \J 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT / ` VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-385o 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). 21 ' k 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO YP) � � A CERTIFICATE OF OCCUPANCY BEING ISSUED. } w L -------------- O ry ---` SMIN. SIDYARDa BACK ---- .. - ------ -p -------- ----------- 10 PROPOSED 4-STORY HOTEL 120 BEDROOM UNITS (15,200 SF FOOTPRINT) 60,800 SF MAX HT = 56' (23; 23) I I I I CJ n i 9 k PROPOSEDU CONC. SIDEWALK - k k I'' k PROPOSED PARKING LOT POLE LIGHTS (TYP.) 18 1s i 21 I � II \- J M^ w PROPOSED PARKING ry > LOT POLE LIGHTS (TYP.) k 24 PROPOSED 6' ELWA CONIC. SIDEWALK v Y9. P) (P) DUMPSTER ry > ENCLOSURE Q �� F k k 15 24' EL A_; J ry Lu > _ PROPOSED PARKING Q LOT POLE LIGHTS (TYP.) (P) z' GRASS SS; OVERHANG (TYP.)n r k k 24 FRAVELWAY RAVELWA PROPOSED CONIC. SIDEWALK ry w > Jr (P) z' GRASS Q OVERHANG (TYP.) y k k 16 1 1 1 1 1 1 Il k k k PROPOSED 1STORY PROPOSED 1STORY COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ PROPOSED3STORY ADA ACCESSIBLE COMMERCIAL OFFICE RESTAURANT RESTAURANT PROPOSED N CONCRETE RAMP BUILDING BUILDING 5,000 SF BUILDING 5,000 SF MAIL KIOSK CG-12 TYPICAL 60,000 SF � MAX. HT = 25 � MAX. HT = 25 N 0 O7 MAX HT = 50' PROPOSED STREET PROPOSED AT GRADE rl PROPOSED GRANITE TREES TO BE BRICK PEDESTRIAN 'MAX. z MAX. FRONT SETBACK 25 PLANTED WITHIN SIDEWALK WITH 6'x6' CROSSWALK. WIDTH =io') _______ _ _____________ ' DRIVE PROPOSEDSTRI ED --------- - - - - - - - - - - - - - - - -- _ _ _ _STELLA _ _ _ _ -GRATED OPENING ---- --- -----�FySTAMPE�------ _ _ A CONCRETE SIDEWALK PEDESTRIAN CROSSING BRICK PAVER SYSTEM PROPOSED (MIN. WIDTH = iz') -- AT INTERSECTION 8'x20'PARALLEL PROPOSED RIGHT OF WAY (P) ' BIKE LANE J > PROPOSED6' f5 HCONC. SIDEWALK J� k > 14 v PROPOSED 1STORY PROPOSED 1STORY COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ RESTAURANT RESTAURANT BUILDING 5,000 SF BUILDING 5,000 SF MAX. HT = 25' MAX. HT = 25' 25' MAX_FRONT SETBACK I ADA ACCESSIBLE CONCRETE RAMP CG-iz TYPICA( I PROPOSED 1 STORY RESTAURANT 10,000 SF MAX HT = 30' PROPOSED 8' CONC. SIDEWALK m (P) 4 BIKE RACKS (8 BIKES TOTAL) TYP. - EDGING .. n�.. ..�..�..�..�..�..�..�.. PHASE -° PHASE IC r I s80 - �PN w BLOCK I - w w Cc MATCHLINEI SEE SHEET 7 ry > w (P) 4 BIKE RACKS (PHASE) 1B I w BIKES TOT o " o ^ (86 TOTAL) TYP. °° T o ¢ a BRICK PAVER SYSTEM P I ATINTERSECTION 6 �' WITH i' CONCRETE , �SID WAED(8' P.) . ' w u _ � BLOCK wONCRI , _ $T�LLA.LAN1 - PRIVATE STKEU . CG-6 CURB CG-6 CURB DISTANCE TO NEAREST 32EDGING PROPOSED ` ' . a (TYP.) PHASE) 1C `. ' . INTERSECTION = 750' F/C-F/C - �; MEETING AREA (3 ) LOADING io,000 SF S (1z X ao SPACE 25') ' v >w S PROPOSED'- LIMITS OF PHASE EO w w I N min (P)8'xzo'PARALLEL IC DEVELOPMENT 0 Q00 6' BIKE LANE .-S �' PARKING SPACE AREA lk w - I w 8� a I 8Ott --- FAN E $o J _ 1 zo' PROPOSED STRIPED F/C; F/C _ --PEDESTRIAN CROSSING_ _ TRAV I W SCOTT/R. CULLINSZ Lic. No. 035791 a p 2/21/22 �R l 0 LSlnrrnr. ECG z O a r Z 00< Z J z Z W ce N N 0 Cy) zM z N Q MJ^ i N W PROPOSED RECREATIONAL PLAY Ci) AREA, AMPHITHEATER, 8, OUTDOOR RECREATION/ N H-1 �•/ GATHERING AREA 42,000 SF w ; J W Q z �- > H� -Lz 0 0 ' QLu Q z = ,— U W � U)Y U Lu O L- ul U) CO ~ z Lu J J HT� — U) W `vy' i �.._. Q 0 O ' ' O N �u J L F- \ PROPOSED 6' -- _ r��-.�. � � _ a�..�..�..�..�..�..® PHASE IC ..�..�..�..�..�.. �. CONC. SIDEWALK _ — H GRAP IC SCALE ��s,Pu �5�� ��^S'�N S✓rw- 6 67, PHASE ID ..�., . PROPOSED GRANITE PROPOSED PROPOSED 1STORY PROPOSED 1STORY l3. 1 a ¢5 30 6. CURBING ALONG PROPOSEDSTAMPED PRIVATE COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ PROOOSED 1STORY PROPOSED 1STORY PROPOSEDSTOP DRIVE SIGN(TYPJ CONCRETE SIDEWALK RIGHTOFWAY L RESTAURANT RESTAURANTSTELLA COMMERCIAL RETAIL/ COMMERCIAL RETAIL/_ IN FEET)(MI __ ------------------------------ - ---H - iz') ---------------------------BUILDIN-GS.QOOSF_- -----8_ll1LD1NG-S.00QSF� 24' RESTAURANT BUILDING 5,000 SF RESTAURANT BUILDING 5,000 SF --\\_/ 1 inch 30 ft. Y _ _ _ _ JOB NO. 182150 SCALE 1 rr=30' SHEET NO. 6 BIKE RACKS (F TH 0 PROPOSED 1STORY PROPOSED 1STORY (8 BIKES TOTAL) TYP. PROPOSED 1STORY PROPOSED 1STORY k PROPOSED 3-STORY COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ I O , RESTAURANT RESTAURANT COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ $ ADAACCESSIBLE COMMERCIAL OFFICE RESTAURANT RESTAURANT I SCOTT R. LLINS� 0 BUILDING 5,000 SF BUILDING 5,000 SF PROPOSED CONCRETE RAMP BUILDING MAX. HT= 25' MAX. HT = 25' BUILDING 5,000 SF BUILDING 5,000 SF II Lic. No. 035791 a MAIL KIOSK CG-iz TYPICAL 60,000 SF ' O7 MAX HT = 50 PROPOSED STREET ^ O MAX. HT = 25 MAX. HT = 25 PROPOSED AT GRADE ^ 8 8 0It -ld-0 2/21/22 PROPOSED GRANITE BRICK PEDESTRIAN z MAX. FRONT SETBACK E�yG TREES TO BE I 5� � 1 CURBING ALONG PLANTED WITHIN CROSSWALK. WIDTH =io') _____ - - - - - _-a5'MAX.FRONTSETBACK ,,�� IONAL --------- ------ STELLA DRIVE SIDEWALK WITH 6'x6' PROPOSED STRI ED I ���'•� --------------------- -GRATED OPENING ---- ---------iPj�T�MPEO----- - - - - -� CONCRETE SIDEWALK PEDESTRIAN CROSSING ADAACCESSIBLE BRICK PAVER SYSTEM PROPOSED (MIN. WIDTH = iz') CONCRETE RAMP ATINTERSECTION 8'x20'PARALLEL PROPOSED CG-izTYPICA( WITH i' CONCRETE PARKING SPACE RIGHT OF WAY (P) ' BIKE LANE " 6' 6' I i X _ EDGING -'-� t to ate 68' 68' -, zoo ,, PHASEID�_ •••—e._- ceste� e�eret�tie�ei— ei�ntt�tttt� isti�ei�ii teeeerc-eeett�nee�eeee�eett�nee�eett�eett�n ee CIA •-_ -t:� PHASE ICF, Awl I y �kA PzBo w- BLOCK I I� w - w j` R�L ry _ _ ;� MAT CHLI E SEE SHEET 7 ~ aL PHASE 16 I N d °° N » (P) 4 BIKE RACKS .. .. w ( ) i _ w N `' `n (8 BIKES TOTAL) TYP. BRICK PAVER SYSTEM \ I - \�_ _> ' T T I - 8 J �' ` , 6 �rP I I an AT INTERSECTION E \l' PROPOSED 8' CONCRETE ° T T STELLA LANE - PRIVATE RE- T . .' '.'. BLOCK ...� wITH� coNCRETE I I u � SIDEWALK (TYP.) CG-6 CURB CG-6 CURB DISTANCE TO NEAREST 3Z' EDGING PROPOSED cn m MEETING REA o m . - - TYP.) (TYP.) (PHASE) LC INTERSECTION=75o' F/C-F/C LNG 108 RIG T O� >IVA�(" ( o,o oSF �1 T SPACES CES ( i o A O 0 w 20' sPAces(iz'xzs) ��■■�� 1--1 �_ _ O I C DLIMEVELTS OPMENT a I a ' N >w LL F PHASE PROPOSED P 8'xzo'PARALLEL I �.. > z I AREA ,® w 00V 6' BIKE LANE PARKING SPACE \ u g. a ��i 60 - FAN o- Lu PROPOSED 6' I ,••��� .-_---� _ m .. --- _ -- "ee�ettt�ee�te�ettt�eee�tee�ee eet�ee�goI�eeee��eee�ee... CONC.SIDEWALK -- -- _� 2 �RO� i �v°, ��` PHASE ID p PROPOSED ! PROPOSED 1STORY PROPOSED 1STORY ee eeJl PROPOSED GRANITE PRIVATE PROF�OSED 1 STORY PROPOSED 1 STORY PROPOSED STOP CURBING ALONG PROPOSEDSTAMPED COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ \ PROPOSED STRIPED PROPOSED STELLA DRIVE CONCRETE SIDEWALK RIGHTOFWAY RESTAURANT RESTAURANT \ COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ r_ ------------- ----------------------'-----BUJLDIAIG5.Q00SF ------BUILDING_5=0SF z4' RESTAURANT RESTAURANT --PEDESTRIAN __ F/CI;F/C kSIGN ------ (MIN.WIDTH=iz') + -- ------ TRAVE W Y MAX.HT=25' MAX.HT=25' _ BUILDING 5,000 SF BUILDING 5,000 SF '---- EF/E- --- -----MAX. HT 25' MAX. HT 25' o BLOCK 1C- TRAVELWA j 1 N 0 0 ' ^ w o 0 ~ 1-STORY o ^ (P)STREETTREESTO I I o k k 174 BE PLANTED WITHIN j N COMMERCIAL OFFICE SIDEWALK WITH6'x6' 6'PLANTINGSTRIP + PROPOSED io' BRICK GRATED OPENING WITH STREETTREES PROPOSED STOP PROPOSED 6' CONCRETE SIDEWALK SIGN (TYP.) SIDEWALK (TYP.) _ 6' PLANTING STRIP BUILDING j - WITH STREETTREES . PROPOSED 5' 68' 68' 20,000 S F PROPOSED CG-12 CONCRETE SIDEWALK A' ADA CONCRETE RAMP PROPOSED 6' CONCRETE SIDEWALK zoo' 60, L. 9' m 16 a F ti5 (TYP.) k t• t t r t t t te�tt�t - — - --- - - - — - - -- -- - — ,— FIRE LANE FOR BUILDINGS y j < PROJECT PHASE o w j>< LINE (TYP.) ry > < PROPOSED STOP PROPOSED 5' CONCRETE SIGN (TYP.) SIDEWALK (TYP.) I w > PROPOSED STOP SIGN (TYP.) ry w > < BLOCK (PHASE) 1D (TYP ) SPORTCOURTS I z M i N z eeee� M J 41 37 PROPOSEDSTOP k > 24 k a SIGN (TYP.) n 24 8 6 8 8' 8' 8' dl z4 8 8 8 8 5 8 _ N Lu Fes_ I� F/C-F/ , z4 O 9 PROPOSED PARKING v } TRAVELWAY 30 �� (TYP.) LOT POLE LIGHTS (TYP.) k F TOT I N AREA �te�etee�eeee�nee�neeree�e e�ee�et�eeee�ee�ud""I11envp e4� } - �`� - ' Q PROPOSED PARKING 9 V ��- - LOT POLE LIGHTS (TYP J - ry > > PROPOSED VDOT STD. CG z H a� i i ' �� cl� SEE DETAIL ON SHEET 8 ' ui 5810 15 X I k k k Al 1 - w z :L ------- P-f T j 'la?� , PROPOSED I o L' > BLOCK COMMUNITY POOL j Q LJJ 0 BLOCK 1A PROJECT PHASE rv° PROPOSED 6' CONCRETE LINE (TYP.) I < (PHASE) 1C I SIDEWALK _ - CENTER ,--I PROPOSED PARKING -- ----- - - - -- -- - - ROPOSED 2 STOR PROPOSED STOP = LOT POLE LIGHTS (TYP.) PROPOSED STOP Y ® ® ® ® ® 14 ® ® ® SIGN (TYP.) SIGN (TYP.) _ FITNESS CENTER pl- - --- ('P�.'�0— — -- - ---- - -- ------- - -------------- � I'I �Z w �4 °°30 000 SF < L (P)DUMPSTERI I T CID BLOCK1A — ENCLOSURE I (112x 134) n � PROPOSEDSTOP w LJi __ SIGN ____ --______ MT APRTE�BU—LQ—NG 1 -PROPOSED STOP-- -------------------------- SIGN (TYP.) I 19 - �> EXISTING CURB ( YP. CUT/ENTRANCE TO BE REMOVED' - - - - ---- - -- ------ - —REPLACED/SW ---- --- --- T EXISTING CURB _ • _____-- j - _ � -- ___ PROPOSED T ° , AND CURBOSW D _ ---- PROPOSED PARKING \ _ 2 , --- - � SIGN (TYP.) ' { LOT POLE LIGHTS (TYP.) Q ?------_ -- i REPLACED I (Y O EXISTING ---- �' -- --- ----- �� sp - - - - - - , - - - - eeeeee� SIGHT DISTANCE-----rl� -----y k 2 SALAMANDER STREET � a � _-__ ISTpNCE=z8o -a _ ---- SIGH- DISTANCE=28o'-- (PUBLIC ROAD) LL w -- SIGHTD _ -_z8o M / 'j [� I R 1�(' �µ1 N j /j - — - T-pISTANCE- -` W 1 5 8' PUBLIC L l� / V V N LJ w�l L. �.T Cj AXIS TING 5' CONCRETE SIDEWALK ------ SIGH PR N (TYP.) STOP - - - - ® O „"_ SIG--------------- N / ° AREA OF MILL & OVERLAY ° ° ° ° ° ° g ° ° H — — — — — DISTANCE TO NEAREST — b b PER VDOT WP-zLu EXISTING SALAMANDER STREET INTERSECTION = 235' PROPOSED INGRESS/ DISTANCE TO NEAREST PROPO SIDEWALK (TYP) 0 _ CEMETERY EGRESS LOCATION INTERSECTION=46o' AREA OF MILL&OVERLAY a u) CURRENTLY UNDER CONSTRUCTION - SEE PLANS UNDER SUB2oi800:aS II BLOCK 19 II BLOCK 6 PER VD\ P-z I � I GRAPHIC S 3o 0 i5 30 6. ( IN FEET ) 1 inch - 30 ft. JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 ....� �sts `4s/4s ,.`TI �wrIa�I 3-�IsIIII..uS=� oP33TTBs4TEov44Er_ss,vc44,IIII. I IIII �4'.lIiI4 4y 3tisIV.ei w ,v._.. _i'�s.!___- `\_ 4_h_6�r_w _ �J •-n)s iIIEII vc sIT_l � -•s�„a—we-_sP� I _.'� ---_ue''l�� —♦=� �-_� --- J _— I._— '_- ._-4_3� 6_-T._w—_. v...— ---�. 1- -�� - ! / V/ \♦ — — / — _. -• —A_,_ _ @_ _O.o I \OO �©♦ \\O4� \O-� _ , v amvOA4v v4v�rO 3O �0• 4 \� ♦p ♦'A� ���:I.�-�.1♦�/P %\% � �I \ A � �UZWcWp A OJm.~zNO•C-T.-I T . LLINS Lia No. 035791 i 40 NO c��Bw / 41All, revs 4;T; % ow— Tw O 1s.. Tv PROPOSED 43eew auw 4344*w ____ _ I I 436w 414� 76 UNITS)BUILDING#3 3 (4-STORY 44 ss0 a . rr ____ ____— Lu ceIC (P) UNDERGROUN)r DTE TO PROPOSED 4-STORY HOTEL 120 BEDROOM UNITS 15,200 SF FOOTPRINT 60,800SF 41. VzQ as l 3Tc PO POSED 9 , P RESTAURANT 10,000 SF Air 4ss6] s.vTc 4s:r6PROPOSED PROPOSED PROPOSED 3-STORY STORY ISTORY PROPOSED PROPOSED O ___ 1STORY 1 STORY OFFICE COMMERCIAL COMMERCIAL LCOMMERCIAL COMMERCIAL W - - - - - ------- -/IIPROPOSED BUILDING RETAIL/ RETAIL -- L - - -- — — ----- -- APARTMENT BUILDING#2 60,000 SF - - � I/•I, \• 'u;., - 6' wz \ _=a_v- -4a---rc _ -�--a--,- ` '- 3F-_so-o- -- E- - --- •-; -IIF�- \ < - _---__ _-_1 __-__/_- __ - --- --_ -- ___---_- -_--T_/_-„_.',_-,-- :_,r_ -, __-r�y__II_- -�_I _--_� -- 66 UNITS) _ _________________ ___RESTART__RESTAUR�P- T---- iI { 1tz Il , -RESTAURANT S 2- RESTAURANT E BUILDING BUILDING BUIILDING BUILDING - - --5,000� _ CC` I \ , ' / \\ �\ f rs o 1 � \ tal ow (N - 5 000 SF 5 000 SF oOA — BLO C J STELLA LA ....... (PUBLIC ROADNIW�uiQN� LU d UHEXISTING NI .. O-,�_ L � z PROPOSED PROPOSED PROPOSED �-tOFO Lu PROPOSED 1bMGRY 1 STORY1 STORY 1 STORY APARTMENT BUILDING -- OVVftCA-COMMERCIAL _ ------ - - - --COMMERCIAL I00 swseurl BLOCK 1C- RETAIL/ RETAILRETAIL RETAIL 1-STORY T RESTAURANT RESTAURANT RESTAURANT RESTAURANT CO BUILDINGMMERCIAL OFFICE BUILDING BUILDING BUILDING BUILDING HHZMW�W`y���I WQ 5,000 SF 5,000 SF 5,000 SF � ]JILL 20 000 SF 5,000 SF J 49_ U) o ,V Lu Ilk T4s333 WIDTH PUBLCMS 5ACCESS EET BLOCK QA c ROPOSED ui -— POOL JITY -- CENTER -STORY FITNESS CENTER 30,000 SF BLOK1A BLOCK 1A ` i APRTMENT8ULQNG I_ _ AP RTMENTBUILQNG1_ I -{ ----------------------------- -° -- -------------------------(iT--- - ---- - -------------- Z z EXISTING > o -------------- -- � SALAMANDER STREET / - 10 XW (PUBLIC ROAD ----------------------------- JOBNO O 182150 ------ A CEMETERY z0 ' BLOCK 86/ x _ 60 0 30 60 � izo� �/ 1�—VOL / - l IT I /\ I _ SHEET NO. I _ _ C� � I I I / / i � /� � -� v v v i A IN FEET ) — 8 1 inch = 60 — ft. MANAGEMENT NARRATIVE: STORMWATER TH OVERVIEW: ® THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS i, PROVIDED TO MITIGATE THE IMPACTS FROM THE PROJECT'S PROPOSED AND FUTURE IMPROVEMENTS. �� _ ��� ,t�_ _-____,i"� ti ♦.. - - _� i - i �i V I I THE STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB SWM REQUIREMENTS. I i SCOTT R. LLINS'Z THIS ♦ `" - - " - _�_ ® THIS PLAN MEETS TWO PRIMARY OBJECTIVES. THIS PLAN PROPOSES TO PROVIDE STORMWATER TREATED TIOR OF STELLA LANE IS ♦ NOTE. HIS LA OUT I OR MASTER PLANNING OF THE STORMWATER 6 _ ® U LIc. No. 035791 QUALITY AND QUANTITY TREATMENT FOR THE FUTURE DEVELOPMENT OF THE TOWN CENTER, AS WELL 1 A CURRENTLY UNDER REVIE TAN MANAGEMENT FACILITY ONLY. ALL CONSTRUCTION OF RETAINING WALLS OR - s d" I, �� -__ Pviry is cFICATIO vARE PROPOSED AND ♦ �/� / A AS TO PROPOSE THE REMOVAL OF AN APPROVED LEVEL SPREADER (LS-11) THAT HAS NOT BEEN •o,�, 2/21/22 �q m ♦ GRADING OPERATIONS WITHIN THIS AREA SHALL MEET THE THE NEWLY ® ® / CONSTRUCTED. AT THE TIME OF LS-11's APPROVAL, THE FINAL LAYOUT OF BROOKHILL WAS p � NO MODIFICATIONS ARE PROPOSED TO -. -- ,. -- THIS AREA & ITS TREATMENT. �j ♦ - ADOPTED GRADING ORDINANCE, AS PART OF 18.4.3.3 OF THE COUNTY ZONING ® PROPOSED SWM FACILITY UNCERTAIN. HOWEVER NOW THAT IT IS MORE ACCURATELY DEFINED AND THE UPLAND AREAS ARE I \ - �•��� `� �� -- : ORDINANCE D & ACCESS EASEMENT I S PREDOMINANTLY TREATED WITH MORE RECENTLY APPROVED SWM FACILITIES, ITS NEED HAS - IONAL F' //J)�! I I I II I )f .,,, y .�=�// `� ♦ - - - =i .0 /- DIMINISHED. ALSO, THE INSTALLATION OF A LEVEL SPREADER THAT RECEIVES BYPASSED RUNOFF II � I �// ' - _ _� ---- _ ♦ '. �MAVPED FLQODPLAIN, --- ®®®. ®.+ � � C ::'� FROM A PERENNIAL STREAM IS NOT IDEAL. THIS CONFIGURATION WILL BE DIFFICULT TO INSTALL AND (/ / J I I I ( \ �"'7 j �� \.,�J ram.. - _ - _ -/ _ / `\� ♦� . TYP. ` WILL LIKELY RESULT IN CONTINUED MAINTENANCE CHALLENGES WITH FREQUENT WASHOUTS. ` � - WATER QUALITY SUMMARY �� ! �I a V' `x - - x90 A ♦ 00 ®®®®®� ® s V �1 IT IS ENVISIONED THAT THE FUTURE TOWN CENTER, WHICH IS CONCEPTUALLY SHOWN ON THIS PLAN, I PROPOSECIbWENTRATED _ _ '� �� ■ �� #2 T -- � -� �.-- _ ®® WILL GENERATE A REQUIRED PHOSPHOROUS REMOVAL RATE OF 29.94 Ibs/yr. THIS PHOSPHOROUS ; �� � ��� < Q�\ V -- OUTFACE n2 TCfgq� 2 - _ _ � 0 LOADING WILL BE MITIGATED VIA THREE BEST MANAGEMENT PRACTICES. THE APPROVED POND 4 AND '� ITS LEVEL SPREADER HAVE BEEN EVALUATED WITH THIS PLAN's CURRENT/CONCEPTUAL TOWN CENTER - _ 1 1 I III � ��� /�� ♦ 4I #� �� - �' � � AND HAVE BEEN CONFIRMED TO BE ADEQUATE. THE APPROVED POND 4 AND ITS LEVEL SPREADER WILL REMOVE 25.70 Ibs/ r OF PHOSPHOROUS. ALSO, A NEW LEVEL II 'WET POND B' WILL REMOVE AN / _ ADDITIONAL 8.53 Ibs/yr OF PHOSPHOROUS. THIS WILL GENERATE A PHOSPHOROUS CREDIT OF 4.29 i _ z/ / / � \ 1 � � �-_ _ - I � - - -x `\�♦� � � \ _ _ \ ♦ ` / � j � � Ibs/Yr (25.70+8.53-29.94). II 20' OF OLF w/ A ELEV.=4' .'� \ �-_- \`'�- ♦ IN ADDITION TO THE AFOREMENTIONED FUTURE TOWN CENTER, THIS PLAN REQUIRES ADDITIONAL I III -III - _ \ �. I 20' OF CHANNEL FLOW DOWN p O E C WIT I - - `".'I _ PHOSPHOROUS REMOVAL FROM THE ELIMINATION OF THE LEVEL SPREADER, LS-11. PER THE 3/ UNDERGROUND ) i �.._ "" APPROVED WPO PLANS ANALYZING LS-11, A PHOSPHOROUS DEFICIT OF 2.21 Ibs/yr. IS GENERATED III _ ( ) THE EMBANKMENT fyTION FACILITY _ �0 „ �� FROM THE REMOVAL OF LEVEL SPREADER LS-11. z �� I I I �' APPROVED WPO 20 800 51. NO MODIFICATIONS �` b- J II THIS AREA BLOCK 48 RECEIVES STOR NO ERQUANTITY AND QUALITY TREATMENT �; F+ �_ II - - IN TOTAL, THIS PLAN MEETS MINIMUM WATER QUALITY REQUIREMENTS WITH A SURPLUS OF 2.08 a ARE PROPOSED TO THIS AREA & ITS : , I' - - - - - - - Ibs/yr PHOSPHOROUS (4.29-2.21). THIS 2.08 Ibs/yr PHOSPHOROUS CREDIT WILL BE APPLIED TO ii. WATER QUALITY TREATMENT WILL BE SLIGHTLY °� BLOCKS 9-11 CURRENTLY UNDER REVIEW (WP0201800086), WHERE ITS BLOCK 11 IS LOCATED m STORMWATER LITY QUANTITY TREATMENT. THE - - _ _ - IMMEDIATELY ADJACENT TO THIS PLAN's WET POND 'B'. w ED IMPACTED WITH THE REMOVAL OF LS-11. \� _ V I) o m U U POSi4. _ �! - .� - x WATER QUANTITY SUMMARY Q \ \ 3 SUBA $ �� I �_ i " I THE PROPOSED IMPACTS ASSOCIATED WITH THE FUTURE TOWN CENTER ARE TREATED THROUGH THE y F- I Ij 1 ( --- - ® G ATTENUATION IN WET PONDS. APPROVED 'POND 4' TREATS SUBAREAA' AND'WET POND B' TREATS ^ 'Z Tc=0.CIN 10 hrs 1 �� -- �� ,�4 I / SUBAREA 'B'. BOTH SWM FACILITIES HAVE CONCENTRATED OUTFACES, WHICH ESTABLISHES THE w � __ _ - . / / ® �za THE APPRD VE ANMI�S OF ST (POI). APPROVED 'POND 4' DRAINS TO POI #1 AND 'WET POND B' DRAINS TO POI j \ \ I L POINTS OF INTEREST -__ ------ 0.3, DISTURBA CE UN R WPO #2. CHANNEL PROTECTION COMPLIANCE IS MET FOR POI #1 &POI #2 VIA 9VAC25-870-66, N -- -_ "�� I € $ ■ . - / 1 zov00037 MET VIA 9VAC27SUBSEN C.2WITH A LIMITS OF ANALYSIS SET BY SUBS AMENDrdlN7 uz 5-80-66 CTIO.a ECTION C.3.c ® kSUBSECTION B.3.a (i.e. THE ENERGY BALANCE CALCULATIONS). FLOOD PROTECTION FOR POI #1 IS I - I �� uND�r■ ■ _ �% �� `�° I (i.e. APPROVED POND 4 CONTAINS THE 10 YEAR DESIGN STORM AND ADEQUATELY RELEASES THE Uj Q- �� v; ) N1URE DEDICATION UPON �� � ,:. DEMAND reoM THE ,-\7-', � �� RUNOFF THROUGH MANMADE PIPES & RIPRAP TO A MAPPED FLOODPLAIN). FLOOD PROTECTION FOR II - - - 1 i - i / uutt POI #2 IS MET VIA VAC25 870 66 SUBSECTION C.2.b i.e. WET POND B RELEASES A 10 r l NOTE. THE LIMITS OF DISTURBANCE ASSOCIATED WITH THE FUTURE POST -DEVELOPMENT FLOW LESS THAN THE 10-yr PRE -DEVELOPMENT FLOW). TOWN CENTER, APPROVED BLOCK 5 & APPROVED SALAMANDER \` STREET = 35.98 acres. THIS AREA COVERS THE REQUIRED HAUL FROM A STORMWATER QUANTITY STANDPOINT, THE REMOVAL OF LEVEL SPREADER LS-11 DOES NOT MAAPORARY cenDI AND ;/ % \\ ® TT ROADS, BUT EXCLUDES BLOCKS 8A, 8B & 4A SINCE THESE AREAS IMPACT ANY OF THE APPROVED WPO PLANS ANALYZING LS-11. CHANNEL AND FLOOD PROTECTION Cw srRUCriON EAs MENr . IIII II ) .� \ RECEIVE WATER QUALITY TREATMENT UNDER SEPARATE VSMP COMPLIANCE FOR LS-11's AREAS HAVE ALWAYS BEEN MET SEPARATE FROM THE LEVEL SPREADER IN \ II III h3 - DD a4] Pc 603 ( ( _ `� ® PLANS. THIS 35.98 ac. LIMITS OF DISTURBANCE BOUNDARY b yygylq erg ti h Exis c ARABLE II I III III ' _ ® \...., `�� ® DEFINES THE VRRM BOUNDARY FOR WATER QUALITY THE APPROVED WPO PLANS. IN ACCORDANCE WITH THE MOST RECENT APPROVED WPO 201900004's WIDT PD 11C STORM 1 -- - i s DRAT EMENr ■ 1 \ ,- -�_ - - - ® \ ® REQUIREMENTS ASSOCIATED WITH THIS PLAN (i.e. THE FUTURE SHEET C-901, CHANNEL PROTECTION IS MET FOR LS-11's AREA (POI-11) VIA 9VAC25-870-66, SECTION 1 PS 245 -- Da + Pc 376 \\ \\ I 1 ♦ �--vim-�- ' - - - - ®ate\ \, `r ® TOWN CENTER, BLOCK 5 & SALAMANDER STREET). B.3.a i.e. THE ENERGY BALANCE CALCULATION AND FLOOD PROTECTION IS MET VIA 9VAC25-870-66, SECTIONS C.1 & C.3.c (i.e. RUNOFF IS ADEQUATELY CONVEYED THROUGH THE STORM SEWER APPR VED LIMITS OF ♦ \ 0 B NETWORK TO A MAPPED FLOODPLAIN). THEREFORE THERE ARE NO PROPOSED STORMWATER QUANTITY DISTURB CE UNDER WPO _ - I I ♦ © - / CHANGES, OR ADDITIONAL REQUIREMENTS, ASSOCIATED WITH THE REMOVAL OF LS-11 . N POST-DEV. - _ ® 201700037, �MENDMENT #1 CD SUBAREA I ■ ■ ■■�fi ® ® - CD CN / 17.04 ac. . � f��♦ U WETAN�cN=as Tc=0.10 TYP. III, fo I' I I I r4 I I 49" RP➢IUS TEMPORARY 20. Aa4] PC 1Y ENT J �i V �� O -• it k1i EREN NIAL NRN-ARWND EASEMFNi-� ■ I I .. - STREAM, I ( 71 TH - : I ACCESS AN PARKING \ I\ TYP. ,' I I EASEMENT DB 5447 PG 603 % I I I / I ND ♦ I I I I I I ■ �° 1111II ���� i� III l�l� � II I \ / � �■w � � \ IIII II I Ilil''' � ` � � � + _ _ \� I SOUTHERN & WESTERN PERIMETERS By APPROVED WPO 201900004. _ 100' OF AOALF w/ AcELEV.=22' '. I .___,IIII I a A ®,. V ��'`.� �I ,. ♦. A, Q± I � - � OF SUBAREAS A &BARE DEFINED �- � � � ®Y. - ♦ � � � � ■ _ -; 5 OF CHANNEL HE E BANKMENTIJ ■ ■. ■ I� I �-�"2 V ♦ I 14 ��cyi I - - - - I II -- - ■ ■ ■ � ® N i „y - I�' : - - - _ _ �� THIS AREA (BLOCK 4A) RECEIVES STORM WATER SALAMANDER STREET - 56' PUBLIC R/w ( 52]4 PG 3]s) � (1 IP IIII �I\\ I QUANTITY AND QUALITY TREATMENT UNDER _ q 4Q 1 _ /: I I (� I 11 1 \ APPROVED WPO 201800051. NO MODIFICATIONS lL 4 . - _ - ! . ®®� I�� L p a P 1 ARE PROPOSED TO THIS AREA &ITS - - - _ �y -FM _ - ,��� _ - -max'- �' STORMWATER QUANTITY TREATMENT. THE ' -- -- -A _ - _ WATER QUALITY TREATMENT WILL BE SLIGHTLY -� 3 - -"� -IN,-. _ _ A� _ �A _ - % - - - D� PROPERTY - II� IMPACTED WiITH THE REMOVAL OF LS-11. J OI #1 LIMITS, TYP. �\ _ _ N /I � ■. . AtQ cn \ ♦ ® \ _ I I 01 sD ACSA sawrARv Oil I4{ 54I4EABEMENr I '� ® 6492 PG 47fi I �. A `, ���- ®® I l � III _ II ii � \■ I �, I / � � , ' i �..�� ' � - - > Q MANAGED - ED STEEP \ ♦♦ I SLOP :?• I '�\ ���� 9 J E5, ® YP 1 a w Q I � �. PRESERVED STEEP :I II \ �� SLOPES, TYP. I `. � ® > � w III \��\ III ���' ��� ■ / / , ♦ /� / ��� �, �� v� L z I \ I 1 \ \ GREENA{AY, ® � � � ®® , � - W 401P���®® I � = s ®�� ( W THIS AREA (BLOCK 8A) RECEIVES STORM WATER = �, / , ./1 I I ® s QUANTITY AND QUALITY TREATMENT UNDER - �' �_ ®®. APPROVED WPO 201900004. NO MODIFICATIONS ® , - I I �.__ V ® r ' / n s s 0 ARE PROPOSED TO THIS AREA & ITS r" I �� \ V = 1 - J STORMWATER QUANTITY TREATMENT. THE\� WATER QUALITY TREATMENT WILL BE SLIGHTLY♦( I I \ \ \ I I� IMPACTED WITH THE REMOVAL OF LS-11. "' ',, �� / I / _ ® 2 U III-; I � ,_ � � � Y' � ► I � �� � _ ,� � ,� � � /� / � - � ]�_,�� _ � i � w 4 1 \\ \\ \ 1U I II I \\ B�/� THIS AREA (BLOCK BB) RECEIVES ' I' ,., \ I \ \\ `\ \ /,w/ \\\\ \\\ _ / /l / i� �: {� /-/ '�' `-J W STORMWATER QUANTITY AND V 4 /QUALITY TREATMENT UNDER APPROVED WPO 201800080. NO- 1 TO THIS AREA &ITS TREATMENT. , I \ \ -- ` \ \\ 1 ,/ / / \\ MODIFICATIONS ARE PROPOSED ° ,i I� 00' A) � OENT �394'gL=� ■-"'�, ♦� ," ,��� �� �� ��� �� D� 5121\PG 6 i / ®® k- �I�� ������I�� � �_ � �V�5 9g�_� I �� ��v �� � > � � • � - � � Y + � I ���I g A�� \ � _ /�,� � O® � j/% � �('_� � �1�pN Y / FTC Nb __jI VJ I _ IN � 11 I\�� 1 �( �-- III ✓ --- / Post -Development Impervious Area SummaryJ `l J IIIII I I 1� II I I °''♦ ��� � j� � I II � � � � � � i/JJ _,�; _� s ��= - �"'�s° j= �, /Subarea A Roads & Parking Lots 277 975 sf O I _ • -� \ VOLO Gil UNDS / , ° ��°" e '` \ D " " I� � � '` � 163,225 Buldings sf Q LL �••���� Sidewalks 59,875 sf / - - - 501,075 sf ° ° 1 ° � N e I I. Post -Development Impervious Area Summary w Subarea B Roads & Parkin Lots 140,225 sf WATERSHED SUMMARY FOR SUBAREA g r I I / i I � II dill \ i APPROVED LS-11 (NOT YET CO °• �, - �� U �����777 NSTRUCTED) IS PROPOSED TO BE REM ° ai / / o J / / �- Overall AC REMOVED WITH THIS PLAN. SEE THE I �I1 I SWM NARRATIVE ON THIS SHEET FOR ADDITIONAL INFORMATION r✓ I a W -� EVEL�PR�ADER (LS-11) ORIGINALLY APPROVED UNDER WPO 201700037 AND REVISED WITH 4V)lP0 201800013 / Area, CN ac. DA A (Pre-Dev.) 60 16.25 geSummary DAA(Post-Dev.) 86 17.04 WATERSHED SUMMARY FOR SUBAREA B CN Area, ac. DA B (Pre-Dev.) 60 7.20 w-� _ i �� 23.45 23.45 DAB (Post-Dev.) 90 6.41 f Pre -Development Post -Development Area, ac. Area, ac. DA A 16.25 17.04 DA B 7.20 6.41 Buildings & Pool Area 69,475 Sidewalks 5,975 sf sf U LU o a w vii 1-year Flow, 2-year Flow, 10-year Flow, cfs cfs cfs 215,675 sf VRRM Post -Development Impervious Area Summary (Boundary defined by this Project's Limits of Disturbance) JOB NO. 182150 2.83 6.07 20.62 0.34 2.17 54.09 SCALE 1 "-120' 1-year Flow, 2-year Flow, 10-year Flow, cfs cfs cfs Roads & Parking Lots 421,925 sf Buildings & Pool Area 239,350 sf Sidewalks 58,725 sf SHEET NO. 9 1.52 3.32 11.31 0.20 1.04 11.18 720,000 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. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCT70N INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR 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 SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 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 VDOT FOR PUBLIC ROADS. 12.V9OT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECT70N SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECT70N PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAN NOTES.• GRADING 1. THE LATEST EDIT70N 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, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. 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 CONSTRUCT70N 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 CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACT70N OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAYTMTNT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACT70N BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR Hl 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 IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL.ISQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT. • POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY 14RGINIA 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 EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. 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. B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS lIl. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 19_1:1.7Y� 3'-6" FRONT ELEVATION HANDRAIL - PRIVATE WALK OR LANDING 5, 1/2"THROUGH JOINT-,,G 7_l6 #4 BARS EQUALLY SPACED l'-0"OC MAX SPACING 31, 4 TOP ELEV. OF STEP ELEV. OF STEP RISER TREAD #4 BARS (TYP) 1/2"R SLOPE TO DRAIN PRIVATE WALK OR LANDING YP /_1/2" THROUGH / JOINT 1;14;4 .. SIDE ELEVATION -O" 3 6 10" STEPS TREAD PLAN CONCRETE STEPS DETAILS TOP OF CONCRETE MIN. WALL gz11 SITE RAIL GRADE IT I I I I - q - SITE WALL NAZI RAIL F,4 ENINC DETAIL NOT TO SCALE STD. CG-12 HANDICAP SIGN RAMP HANDICAP SON LOCA DON (VAN) LOCATION SIDEWALK FACE OF CURB BUMPER - BLOCK 78' PAINT/ PER VDOT 4" PAINTED SPEC. STR/PE MIN. MIN. I MIN. (TIP/CAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HAND/CAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS PROVIDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WH/TE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED DN STEEL POST 1-1/2- 0 PAINTED BLACK SET IN 12" OF CONCRETE TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE S100 - $500 f100 - Z500 FINE FINE HANDICAPPED PARKING SIGNS NO SCALE TOP OF ¢� 2'"R CURB ...;'..... 4: • . a: .• .. .. 7» f I" f6^ 2• 57 STANDARD CG-6 STONE#BASE6UNDER CURB DRY CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. 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. 77 4" 21-A STONE BASE CONCRETE SIDEWALK VAN ACCESSIBLE 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 REQUIRED BY STATE OR LOCAL LAW GALVANIZED."U" CHANNEL POST VDOT A3 GENERAL CONCRETE � TOPSOIL AND SEED 0 I N MIN. HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES 177Z` EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 2INCHES OF THE LOWER BLOCK FACE I0"MINI _ AnchorTM Diamond® X)RE)REINFORCEMENT CONNECTION WX (NOT TO SCALE) LH°R%ALLLY,TLH:.I1 TREES SHALL BE PLANTED A MINIMUM OF 0.4 X H DISTANCE FROM BACK OF BLOCK. SHRUBS MAY BE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4 X H DISTANCE FROM WALL R/STRUCTURAL IBILITV SOIL 4' MIN. BA411XII, TO FACE FABRIC 1UPPER WALL I H �o LOWER WALL 2'-0" TYPICAL ti Lic. No. 035791 a 2/21/22 Jo)D�'SIONAL ECG FINISHED iw GRADE10.6o V _ z J REINFORCEMENT LENGTH I �/� �/� II-111 Q FDGRAD° /� /4" DIA. DRAIN TILE a GEOSYNTHETIC REINFORCEMENT _ _ _ �\ I 1 ' U 1=11 I InOn 4" DRAIN TILE (ELEVATION VARIES) � I Z L FF 1 ��� F) 6 O .Q. 6" MINIMUM COMPACTED 2-01, �- F�1 GRANULAR LEVELING PAD Lu ,Z-, Lu WUS= WIDTH OF OVERSIZING 1 -a .3 TO .4 Q 1 De= DEPTH OF EXCAVATION L=LENGT'HOPGEOSYNTHETICREINFORCEMENT OF H W66=(2 •DL)+L+6" (TYPICAL) WGs WALL PLANTING DETAIL W Anchorm Diamond' X 1:1 EXCAVATION OVERSIZING WX(SCALE: 3/8"-F-0") L"tl"""`»oRw"LLT�.LNS ML AnchorTM Diamond® X TYPICAL BASE PREPARATION WX(NOT TO SCALE) "`"•'""`""".wL,Y:r<N:.nc. DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE 2" SM-9.5 SURFACE COURSE 4" BM-25 INTERMEDIATE COURSE 8" 21-A BASE COURSE P\,\\ COMPACTED SUBGRADE ASPHALT PAVING - STELLA LANE NO SCALE 2" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE willwlimmiHil s 21-A v / %vv%w BACOURSECOMPACTED A VAA � / SUBGRADE U� ASPHALT PAVING - DRIVE AISLES TRAVELWAYS NO SCALE 2" SM-9.5 SURFACE COURSE BASE OACTED /�O/�\\\�j/�\%%/// /��/�\%�%\�// SUBGRADE \ COMP ASPHALT PAVING - PARKING SPACES NO SCALE POINT OF FINISHED GRADE (TRAVEL LANE) (TRAVEL LANE) TYPICAL TRA I��LWAY SECTION PROPOSED DRIVEX4Y ROAD ACCESS DESIGN SPEED.• >5 MPH M VAT04MEW MADRN( DIVISION GAABER MANUFACTORING, INC. TOM ((ggpppp11 (g 9) DRIVE WAUNAKEEI,, VVIIII VANYY AIAO AXCOM PE-M41 C SALESGMADRA)LCOM TUBING CHECKDESRED MOUNT D IORAX) a_3X6X3A'THICK 2 EA LT SO. HOLE TIP. � f LAG BOLT CONCFEIE ❑ IN GROUND MOUNT IIO) ❑ SURFACE FVANGE MOUNT (SF) SECTION VIEWS PRODUCT: UXIWIG(SF,SO) DESCRIPTION: PUP BIKE RACK 2 BIKE, SURFACE OR IN GROUND MOUNT DATE: B&i4 ENG SMC CONFIN TVLORAWNGANDINFIXMATIONISNor TG BE COPIEDDRDISCLOSED TOOTHERS15nHOVTTHEWNSE97GPASBtWNUFAMMNG, INC. SPECIFICATION6 ARE SUBJECT TO CI V•NGE WRHOUT NOTICE. EA Ill 0HOLE TYP. 2 02 LAG BOLT CONCRETE ❑ SURFACE GUSSET MOUNT(80) UPCHARGE NOTE& I, INSTAL V ERMAMC DINGTOMANUFACTUAERSSPMIRWIM. 2. MUANTtaINS. WFEIOO CNSERR ESEESREPON LTOMM. .14_+' 114•11' 1. WHITE LANE 6 HITE LANE 6"WHITE LANE WHITELPNE ` STRIPING STRIPING STRIPING STRIPING ---- sme11Tues p' ~�6UU a"G v,wuEL uiRAurvfl rte,v 3Lw1, T 6 F/C F/C 13' IRineunel sunLRl LT smeLTTA[l INGLR,PLLLwLIAD-K T6' F/C-FTC TYPICAL STRLTLTT SUCTION - PRIVATE R/Ii' (STTZLA ZANE) Zj AfPff 0_iS_16AJ S'PEEIJ NOTE: PARKING TO BE PROVIDED WITH BUMPOUTS /NOT TO SCAZEJ ALONG ROADWAY. NOTE: STELLA LANE IS BEING CONSTRUCTED WITH PHASE IC r w CA Q CA N N t ti M z N W O � W V / W > J L .� w H� z J f- ~� Q Lu O ' Lu C) 0 Z U -0 I Lu W Y Uul O z Lu O W UJ z LU J ( I FTC y J Lu L.I_ O mi PI< �/ w/1 C) 0 (N U w J H o a w Ul JOB NO. 182150 SCALE AS SHOWN SHEET NO. 10