Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP202200010 Plan - Submittal (First) Initial Site Plan 2022-02-22
GENERAL NOTES OWNERS: TMP04600-oo-oo-o18A1 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-o18A1 DB. 5659, PG.394 20.71 ACRES (BLOCK iC = 3.65 ACRES & BLOCK 1D = 17.o6 ACRES) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT(ZMA2oi800011 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 SP201500025 SUBJECT TO PROFFERS OF ZMA2o18000ii TOTAL PROJECTAREA: VILLAGE CENTER INCLUDES BLOCK 1, BLOCK 2, BLOCK 3, & A PORTION OF BLOCK 4 (AS SHOWN IN THE CODE OF DEVELOPMENT). THIS AREA INCLUDED GREENWAY IN BLOCK 4 THAT HAS ALREADY BE SUBDIVIDED FOR DEDICATION TO ALBEMARLE COUNTY. TOTAL ACREAGE PER COD: TOTAL PROPOSED ACREAGE: BLOCK 1 -12.o ACRES BLOCK 1- 13.49 ACRES (12.4% INCREASE IN BLOCK SIZE) BLOCK 2 - 6.3 ACRES BLOCK 2 - 7.03 ACRES (11.6%INCREASE IN BLOCK SIZE) BLOCK 3 - 5.8 ACRES BLOCK 3 - 5.22 ACRES (Mo.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)-1o.75ACRES (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 iB - 6.79 AC (TMP 46-19B6) BLOCK 1C - 3.65 AC (PORTION OF TMP 46-18A1) BLOCK 1D -17.o6 AC (PORTION OF TMP 46-18A1) BLOCK 4 (PORTION OF) & BLOCK 5 GREENWAY DEDICATION = i3.8o ACRES (NOW PART OF TMP46-19B9) TOTAL PROPOSED ACREAGE PER PHASES = 42-54 ACRES PROPOSED USE: BLOCK 1A: 32 MULTI -FAMILY RESIDENTIAL UNITS BLOCK 1B: 210 MULTI -FAMILY RESIDENTIAL UNITS WITH COMMERCIAL SPACE AND ICE RINK BUILDING BUILDING #2: (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 (2,65o sf) BUILDING #3: (34) ONE BEDROOM UNITS AND (42) TWO OR MORE BEDROOM UNITS BLOCK iC: 1 STORY COMMERCIAL BUILDING (20,000 sf) BLOCK 1D: (THIS PHASE OF DEVELOPMENT) 6ol SF OF COMMERCIAL OFFICE SPACE, 40,000 SF OF COMMERCIAL RETAIL / RESTAURANTS, Moll SF RESTAURANT, 30,000 SF FITNESS CENTER, 16,000 POOL AND COMMUNITY BUILDING, & Sol SF HOTEL WITH 12o BEDROOMS BLOCK CLASSIFICATION: BLOCK I: NEIGHBORHOOD SERVICE CENTER BLOCKS 2-4: URBAN DENSITY ALLOWABLE NON-RESIDENTIAL SF: 5o,00o sf (MINIMUM) To 13o,00o sf (MAXIMUM) PROPOSED NON-RESIDENTIAL SF: BLOCKIC: 20,000 SF OF COMMERCIAL OFFICE SPACE BLOCK 2D: 6o,00o sSFOF COMMERCIAL OFFICE SPACE 40,000 SF OF COMMERCIAL RETAIL / RESTAURANTS 10,00o SF RESTAURANT 30,000 SF FITNESS CENTER 16,000 POOL AND COMMUNITY BUILDING 6ol SF HOTEL WITH 12o BEDROOMS TOTAL NON-RESIDENTIAL SF: i3o,000 SF (BLOCK 1C & 1D) (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. 5522, PG. 282) - TOTAL AREA BETWEEN BLOCKS 1-5 =13.8 ACRES 2.11 ACRES OF OPEN SPACE (RECREATIONAL AREA) PROVIDED WITH THIS INITIAL SITE PLAN (BLOCK 1D)-12.37% BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (6o' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACI< 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)=1o,00o 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 4.37OFTHE 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 I UNIT+ 1 GUEST PARKING SPACE/4 UNITS 32 CONDO/APT UNITS x 2 SPACES / UNIT = 64 SPACES + 8 SPACES = 72 SPACES BLOCK 1B: APARTMENTS:1. SPACES PER i BEDROOM UNIT & 2 SPACES PER 2 & BEDROOM UNITS 5 3 \ (Moo 1BEDROOMUNITSx1. SPUNIT+ 11oUNITS 2& BEDROOM UNITSx2SPUNIT= 0SPACES ( ) 5 I ( ) 3 I 37 BLOCK 1C: 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 1D: COMMERCIAL OFFICE PARKING: 1. SPACE PER zoo SF OF NET DENSITY 6ol SF x 8o%= 48,000 SF 1200 = 240 PARKING SPACES REQUIRED COMMERCIAL RETAIL/RESTAURANT(SHOPPING CENTER REQUIREMENTS): 5o,000 SF x 5 SPACE / 1000 SF = 250 SPACES HOTEL: iSPACE /ROOM 22o ROOMS x 1 SPACE I ROOM = 220 SPACES FITNESS CENTER PARKING REQUIRED: (1) PARKING SPACE PER 225 sf OF USABLE RECREATIONAL AREA 30,000 sf x 75%x 1 SPACE 13.25 SF =18o PARKING SPACES REQUIRED POOL / COMMUNITY CENTER: 1 SPACE 1125 SF OF WATER SURFACE 9,75o SF x 1 SPACE 1125 SF = 78 SPACES TOTAL NUMBER OF PARKING SPACES REQUIRED: 2,390 PARKING SPACES TOTAL PARKING SPACES PROVIDED:1,iM SPACES 58 GARAGE SPACES + 32 DRIVEWAY SPACES + 1,038 SURFACE SPACES + 63 ON -STREET SPACES (29 HANDICAP PARKING SPACES PROVIDED -ig WHICH ARE VAN ACCESSIBLE) BICYCLE PARKING SPACES PROVIDED: 32 BIKE PARKING RACKS (3) LOADING SPACES (12' x 25') PROVIDED ATTHE END OF STELLA LANE ASHARED PARKING REQUEST (15%-20%SHARED PARKING) IS BEING PROCESSED WITH THIS INITIAL SITE PLAN FOR THE OVERALL VILLAGE CENTER PARKING (PHASE IB THROUGH PHASE 1D). 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. BLOCK 4A BROOKHILL -BLOCK iD INITIAL SITE PLAN M RIVANNA MAGISTERIAL DISTRICT Al RFMARI F rni INTY \/TR(;TI\ITA BLOCK IB- BLOCK 1B APARTMENT It z\ BLOCK 11 BLOCK ID PROPOSED 4-STORY HOTEL 120 BEDROOM UNITS (15,2005F FOOTPRINT) 60,800 SF PROPOSED 3-STORY COMMERCIAL OFFICE BUILDING 60,000 SF _- BLOCK 1C- 1-STORY COMMERCIAL OFFICE BUILDING 20,000 SF y 15TORY ISTDRY COMMERCIAL COMMERCIAL RETAIL/ RETAIL/ RESTAURANT RESTAURANT - ___ BUILDING BU7CDlgG 5,000 SF 5,000 SF 15TORV ISTORY :OMMERCTAL- -COMMERCIAL; RETAIL/ RETAIL/ RESTAURANT RESTAURANT BUILDING BUILDING �4 44 4 I BLOCK 1C n IIIIII�I a0 PROPOSED 1 STORY PROPOSED 1 STORY COMMERCIAL RETAIL/ RESTAURANT BUILDING PROPOSED STORY RESTAURANT 10,000 SF BLOCK ID PROPOSED PROPOSED 1 FPTORV 1 STORY __44bSMERCIAL COMMERCIAL RETAIL/ RETAIL/ RESTAURANT RESTAURANT BUILDING BUILDING S 000 SF 5,000 SF I BLOCK 1D j L_J I IIIIIIU ��I - PROPOSED III OMMU Kill POO CENTER PROPOSED 2-STORY FITNESSCENTER 30,000 --- - Q000 SF J (112' x 134') 77�IXIS�N6 . .: .. Zj� --- F¢ I SALAMAN ERSTREET x w----- dWBLIC RO --- �a _ - � GRAPHIC SCA� � BLOCK 6 - I loo a 1.0 loo zoa I IN FEET ) 1 inch = 100 ft. y 7 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 7- 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 A too-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 52003Co28oD, 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 MID 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 0RE 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 774E BUILDING DEPARTMENT. REAR: ATRASH COMPACTOR AND (2) DUMPSTERS ARE INCLUDED WITHIN THE OVERALL BLOCK 1B-BLCOK 1D 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 MID ONLY): TRAVELWAYS/PARKING: 5.54 AC (32.5%) 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH SIDEWALKS: 1.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 PMP INUNDATION ELEVATION WILL BE PARTOFTHE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. THIS DOES NOT APPLY TO THIS PHASE OF DEVELOPMENT. FIRE FLOW CALCULATION: NEEDED FIRE FLOW (5o% REDUCTION FOR AUTOMATIC SPRINKLERS) = i Soo GPM 6. BICYCLE PARKING AREA SHALL BE INCORPORATED WITH THE FINAL SITE PLAN DESIGN OF BLOCK 1D. 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 MOTH EDITION ITE MANUAL), SEE CHART, THIS SHEET. PpLO 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 C J EXISTING VEGETATIVE/LANDSCAPE BUFFER GREENWAY BUFFER PROPOSED EASEMENT VARIOUS WITH EACH SHEET 0 DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK P VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) EXISTING CONTOUR 200 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 506.21 Bw PROPOSED SPOT ELEVATI0N 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 OO OO OO OO 100 YR. FLOODPLAIN TRIP GENERATION CALCULATIONS ADT RATE AM PEAK RATE PM PEAK RATE CODE 710: GENERAL OFFICE 9.74TRIPS / KSP 1.16 1.15 584VPD 70VPH 69VPH PROPOSED-fi0,0005F (292 ENTER/292 EXIT) (60 ENTER/10 EXIT) (10 ENTER/59 EXIT) CODE 310: HOTEL 8.36/ROOM 0.47 0.6 1,OD4VPD 56VPH 72VPH PROPOSED-120BED5 (502 ENTER/502 EXIT) (33 ENTER/23 EXIT) (36 ENTER/36 EXIT) CODE 492: HEALTH/FITNESS CLUB N/A 1.31 3.45 PROPOSED -30,000SF N/A 40VPH 104VPH (20 ENTER/20 EXIT) (52 ENTER/52 EXIT) CODE 820: SHOPPING CENTER 37.75 0.94 3.81 755VPD I8VPH 76VPH PROPOSED-20,0005E 378 ENTE 377 EXIT) ( w n 12 ENTER/6 6EXI ( w n 36 ENTE 40 EXIT) ( w n CODE 931: QUALITY RESTAURANT 93.84 0.73 7.8 358VPD 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. Gb-LLINSZ I --I Lic. No. 035791,11 p 2/21/22 47J Z O J F En U w � Z O Z En Z J O Z w W w 0 Ar Cyl 1 M z N � LL N W O WOil V W > J Lu Q I- �� LL9 z LU o z_ ,--I O U Y U L O UlVJ (l ^) CO zw J1 J U) `v�' i J w o O JQcj� OC: C] N U w J O Lill a � JOB NO. 182150 SCALE 111=100' SHEET NO. 1 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 VIRGINL4 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 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B3, and 04600-00-00-019134; 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 subject 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 "Broold ill 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 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 - sever Y rtY 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 housing objective througha varietY of housing types, includin but not limited to for sale units rental units > 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 below) 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-time 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 (50th) 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 Improvements 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 tarn 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 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 graP 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 eg ment. 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 1 in the preceding calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual adjustment shall be $7,333.18 x 2017 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, ii) 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 O 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 m m property: 0 O J A. Trail Network. A primitive trail network (the "Trail Network7% 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 P P g Y Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance M Page 4 of 11 � N ® M N O WM 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 ri LLB or warranty as to suitability. 0 O 9. Historic Resources. A. National Register of Historic Places Eligibilirv. 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. U) JW [Signature Pages to Follow] JQ 0 0 C:)C:) N U Page 8 of 11 z Q J W LL LL 0- U 0 W J J H� `2 i 0 0�/ ce co JOB NO. 182150 SCALE N/A SHEET NO. 1A ® �/ a �.■�� �� v �4 `PHASE IIIDWAY III. 11 ROADWAY lukCiVEMENTS • p -• PHASE I w O ROADWAY IMPROVE Y!: Q PHASE IV INTERSECTION re IMPROVEMENTS AarB F \ i f 1 O y �/ PoIDaPDWRB gpAp f "11011111i, PHASE[ INTERSECTION PHASEIVR ADWAY ' MPROVEMENTS IMPROVEMENTS A dUR BROOKHILL TRA FTC V k46_. PRO E H I CROSSWALK >EMM_ O O(ISIRIGT,11 AREA \ '• I \\\\ \K Q TRAILWAYCO cricyTO \_ PROPOS5FFpp VDOT RO0DUi za �T{ / O_._. CONCRETE P I IMPROVEMENTS-SWMP}/Y �' I YfI(Y,�,�\ \�nLnxoNGOSED CONNECTusEES\ .\.� W \ \ �/ �Pfl OSEDI ALO GCM \� a > I . ..i PROSEDIF AY PATH,SrAY CO t i T 1 { 7 /t �) "I �T' , , ♦ III ! ��i III I • CONSTRUCTIvI NEW WESTBOUND LEFT•NRNLANE POLO GROUNDS ROAD WrTIT H375' OF STORAGE • EXTELANE D WESTB GROUNDS N LANE ON POLO GR GIFTO ROAD FROM So' OF STORAGETO 10o OF STORAGE • CONVERT RIOMILLSROAD PE TO A ATI RIGHT IN RIGHT-O � / UT OPERATION. INTERSECTION s • CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING(v) LEFT -TURN AND 1I R IGHT- TURN LANE • CONSTRUCTAN EO LEFT.TURNLANE ON POLO GROUNDS ROADWIR-I FEETOF STORAGE INTERSECTION 3 • CONSTRUCTA RIGHT-IN/RIGHT-OU ROADWAY ENTNORTHBO ROUTE zg • TURNL LANE NORTHB OUND RIGH TURN LANE ON US as WITH zoo' OF STORAGE. PHASE II INTERSECTION IMPROVEMENTS INTERSECTION a • COAMAYTNORn DE(t)L OLAND ROADWAY TO PRO VIDE LEFT U) TURN LANE I (T D ME)MN T LANE • RESTRIEVVESTIBOUNC LEFT PROVIDE WEST BOUNC LEFT -TURN LANE ON VRM.ASHWOOD BOULEVARD WrrFl IPE OF STORAGE. • ROLIUEVEEASTBROACH TO PROD BOUIEVARD APPROACH TO PROVID (a)RIGHT-NRN LANE IN I GRSGCnoN 5 ,. CONS rRUCT SOUTHBOUND ROADWAYTOPROVIDE(v)LEFr- NRN LANE AND (o RIGHT -TURN LANE • CONSTRUCTANEASTBOUNDLEFT. TURN LANE ON POLO GROUNDS ROADWAY WITHv OOF STORAGE PHASING PLAN TMP46-16 ENTRAHcrmaurAlrc TMP45-58 ROCKYDALE CHARLOTTESVILLE PROPOSED ROAD CONNECTION QUARRY BETWEEN RIO MILLS ROAD AND BERKMAR DRIVE / \ TMP46 T.OB HORNELAND CORPORATION TMP45-60 TMP46-n6D CRAFTON CORPORATION TMP46-i8B HOMELAND CORPORATION FINAL ALIGNMENT OF BERKMAR DRIVE TO BE CONSTRUCTED BY aoa7 (PER VDOT 2w% CONSTRUCTION PLANS) TMP46->.aD CRAIFON CORPORATION WITNESS the following signature: OWNERS ofTax �Map Parcel 04600-00--00-018AO: e/] By: -7l / /I, CHARLES R./HA GH IZABETH ANN OGL BY GH Date: %IiUZZi g' OWNERS of Tax Map Parcel 04600-00-00-01800: CHARLES R. HAUGH,�IVJSTER By: DOUGLAS,LB. OO BY,OTRUSTEE J O Date: — i / OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-01 CROCKETT CORPORATION, a Virginia corporation Ann O. Haugh, Its President Dom: r-p S, 201 9 Page g of 10 NOTE: POLOGROUNDS ROADWAY ANDL SHOWNINTHISEXHIBITISFORILLUSTRA FINAL DESIGN AND LANECONNGURATIO ROADWAY IMPROVEMENTSWILL BE IV AI APPROVED TRAFHC IMPACrANALYS6 Al ! CONSTRUCTION PLANS FOR THE ROADW _ PROPOSED SALAMANDER 5 1 CROSSING(3 TOTAL) w / PINVERTEDRETAINING � - WALLD CULVERT Y'O<O ' U � O I 4RP DER -�.... TMP46-B4A SALAMANDER TUNNEL MONAS ONLY. To FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT r II �� EHIG CH .. SITE 4/ F u �'y • : I/IA�,��i TMP RA 0 COR OWNER of Tax Map Parcel 04600.00-00-01860: HORNE LAND CORPORATION, a Virginia, corporation — 1 By: AnnO�.Haugh, Its President y", Date: > coy F. ';ko 19 OWNER of Tax Map Parcel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: 0-ou" C. x/n es e-p �L Ann O, Haugh, Its President Date: 1!?aj 2; -Aa / y 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-o18A0, 04600-00-00-01800, 04600.00.00-019A1, 04600-00-00-019A2, 04600-00-00-0191111, 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, 04600-00-00-019AI, 04600-00-00-019A2, 04600-00-00-019BI, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-0001 I, 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 approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road 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 high school or institutional use site that the developer is required to 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 b the Board of Supervisors of the Court of Albemarle Virginia, that upon Y p ry 8 p consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended roffers the information resented at the public hearing, the material and relevant factors in Virginia inia Code 15.2- P P P g. >g § 2284, and for the purposes of public necessity, convenience, general welfare and good wring practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019, 4Ft 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on July 17. 2019. per, ��nt Clerk, Board of County Sup r Isors a Aye Na Mr. Dill Y _ Mr. Gallaway y Ms. Mallet Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHH,L APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Ma ger By: An cGimv, Its President BROOKBII.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend apemen Inc. Manager By: Alan R. Tay or, II is President Date: 001t s- 4 Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle CountyMillsRoad to included a connection from Rio Mill h new the e 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 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 Count Board of Supervisors Y P ns 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. 7 Clerk, Board of Countoo pervisors Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y _ Ms. McKee) Y Ms. Palmer Y Mr. Randolph Y SCOTT/R. CULLINS�Z I� Lic. No. 035791,E A 2/21/22 Z O d F- Z � Do M 0 (n O Z O Q Ln r/ Z w u W Ce HCD N N N LUCY) z M� l' J z N 1111111111� co n W O W N N / /•1 W > J w Q J - L z LU O i � O O LU LL Q z U 0 rY WLU � U o I— Ul VJ CO z ~ LUN J J 'L L �� CO J�o LLI JQ� 0 O O U LU F_ JOB NO. 182150 SCALE N/A SHEET NO. 18 TH OFTIl SCOTT R. LLINS�, \L1C. No. 035791� / i PROPOSEDASHWOOIBOULEVARDCONNECTION �' ?� \ D 1 Z Z opo 2/21/22 rye PROPOSED TRAILHEAD ACCESS AREAT RD ' UFFER. SEE PROFFERS CODE OF DEVELOPMENT _ ORNR PROVIDE PARKING, AN INFORMATION KIOSK, FOR MORE INFORMATION ON REQUIRED BUFFER90 �} \ _ o z W N w SgrO E\yG NAL AND APEDESTRIAN ROAD CP.OSSINGTOv��J~ w a ACCESS THE MULTI-USETRAILWA OD - - Z W lip4 —_I 1 FOREST LAKES .Q �. - ` �V {� > > Z NEIGHBORHOOD aJ V `��� `•_� i C T +-' P I SITE \ W Y ROUTE2 9 j E SWOO .� 4 IMPROVEMENT 4 BSz O SP I o' MIN. NATURAL BUFF R. - c ' SWM FACILITY #3 COUNTY OF ( c -Lin y , j 3 � + \ EMARLE ROPOSED PRIMITIVE TRAIL WITH C u ! 1 \� R70 M RO <(� '90 w F y 1 _ z Z w U ,l CONNECTIONTOFOREST LAKES , I fir/ ... / v. OVNOg J E Z _ O - o a — 4s PROPOSED II` ALBEMARLE COUNTY © I'I / RESERVED STEEP SLOPE PRIMITIVE r;, BLOCK 13 ., QI � � � (TYP.) IO. TRAILWAY 1, fj� - o z c N z U ° u m w co m O TRAILS (TYP.) j o ` VICINITY MAP: SCALE: 1" = 2000' I� g o v) O B ANCQ DEVELOPMENT)I i 4R7 0I ram" j AREA (TYP.) ) C GENERAL NOTES OWNERS: TMP 04600-oo-oo-oiBoo TMP 0460o-oo-oo-oiBAc, O z g� O N > vai - HAUGH, CHARLES R. & HAUGH, CHARLES R. & V) w _ I� 15 'I �- -- ; 1 < � � �,( I-„� E.J.OGLESBYJR,TRUSTEES ELIZABETH ANN OGLESBY H. o(BLOCK �r,I 1•- OP' "' % / ./ '. % EF 5� R 435 PARK ST 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA zz901 CHARLOTTESVILLE, VA zzgoz L) z > ` T.M. y6 - z8B ,'` ry, . _ - --_- .... __ _ \ - LON CC W LU HORNE LAND CORPORATION - OPEN �^> LJ U \ TMP og600 oo-oo oigoo ORNTION f ce 1r . SPACE \ > (TYP.) Vl C/O HAUGH &HECROCKETT 435 PARK ST zO Ln N % i PROPOSED CIVIC SPACE \` �> ,� CHARIOTTESVILLE, VA zzgoi z - _ BLOCK 12 �/ z z x I EASTERN POCKET PARK BLOCK 10 I ' , J�O l (�l a I BLOCK 1 ," r` � ., ,♦ (LOCATION TO BE DETERMINED \ _ u DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 O W O W O - ��"_` s - WITH F'�NAL DEVELOPMENT PLA N EXISTING zoo YEAR N) - r- FLOODPLAIN (TYP.) a , PROPOSED VEHICULAR �? CHARLOTTESVILLE VA 22903 ENGINEER: COLLINS RINGITE w ~ z z ,\FEMA - '- INTERCONNECTION ACCESTT S e �`_' E BLOCK 9 r ENGINEE CHARLOTTESVILLE, VA zz oz 9 Ui Z z ¢ z O m 0 m a o PRO D RIMITIVE. a } z-.i TO THE MONTGOMERY o' MIN. NATURAL BUFFER TRAILWAY \ w ° �_1 RIDGE NEIGHBORHOOD 0 �`,. 'I O O d f m 5 a z£¢ z z w N v o ROUTE zg JJI' -. o ; - O , / i.1 TAX MAP& ZONING: o4600-0o-oo-oi800 o4600-oo-oo-ozBAo o4600-oo-oo-oi9oo °Cj m o Ln H N IMPROVEMENT 1 �-:• �� _ , + , OPEN rr.,°/ PATHWAY , -'� ROPOSED CIVIC SPACE ,` +/ ALBEMARLE COUNTY SPACE D.B. 731, PG. Ego D.B. 1333, PG. 450 D.B. 731, PG. Ego R z RESIDENTIAL R z RESIDENTIAL ZONE R LRESIDENTIA L W a a ¢ F-' > g O s O g O U ac z w N (TYP.) •j' MANAGED STEEP SLOPE I ,�` F .., BLOCK 11 GREENWAY a, 9 •. ->aay . -. ��.., ? a a O v _... •'•s• %. ) _ (TYP. RN -� ROUTEzg I - (TYP.) ° l M D �\ IMPROVEMENT �I�i -_ - - - -�°°_ '.'-�,O T OTAL PROJECT AREA: og600-o0-0o-oi800 - 4z.55AC o4600-oo-oo-oz8Ao z7.29AC. o4600-co-oo-ozgoo - 207.66AC. z g o_ z g a Z D _ GREENWAY // ^4'' EROP ` \\°° BLOCK 1H d v 0 SWM FACILITY#z li �i GREENWAY -'. - N"!F (TYP.(" !'a„ \�,"�O � UPLAND PROPOSED Si '., I; �" (TYP.) - d -. _` PARK °,4> ,-,�"` ,.�\ i) _, - , fit z77.5oACTOTAL PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT w z i°��° \CNf��`NG _..-- / AROUND VDOT STORMWATER _ I t - / < ;, �gEXISTING ARCHAIC WOODLAND DEVELOPMENT MANAGEMENT POND I + , ": -. ' ? �"`a., ''�J '•�� �,,t -,.;� � -/; CAMPSITE AREA TO BE PRESERVED AREA (TYP.) J ��`'\ / TOPOGRAPHY TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY zoz 5 cc z g L9 . I ° Y BLOCK:L ° / eee'° �� "� ., d �� I BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2oi5. +p ; ~ M _ �a°•° easa°o J x , 'rr,,,.,.�•-.. ' EXISTING ioo-YEAR % - DATUM: NAVD 1988 M 0i i L o : , '� _ ZO 9 0 STREAM BUFFER (TYP. `• I60. aea• \� '\ -\` FLOODPLAIN (TYPJ a i 3 x UTILITIES: COUNTY WATER AND SEWER N / vwi - _ \ •, '. (� PROPOSED RIGHT IN OU o' oo BLOCK O I _ - -- / - ,J 4 1� \` FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 5z0o3Coz8oD DATED FEBRUARY zoo IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE 4, 5 w m J ¢ z , BLOCK' INTERSECTION IMPROVEMENTS. w 4 / a \ ( / ,` ... PROPERTY FOR THE SOUTH RIVANNA DAM,'NHICH IS A FEDERAL DAM LOCATED UPSTREAM OF F ¢ 1 ` COUNTY ,. SEE BROOKHILL TIA REPORT j ZZ.^ Y l J TRAFFIC CIRCLEJROUNDABOUTMAY \ ALBEMARLE •_, �� MONTGOMERYRIDGE THE PROPERTY. O o rn 0 0 rn 0 a 0 00 1• FOR FURTHER DETAIL' MAINSTREET BE CONSTRUCTED AT THE ��PRESERVED" _ oc STEEP SLOPE 3 BLOCK 5 - I Nores: CV w BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND (TYP. - NEIGHBORHOOD 3� THE NORTH/SOUTH CONNECTOR ROAD BLOCK / % _ ///f I I OPEN I Sj FOR DETAILS L THE PROPOSED STREETS AND STREET z. SEECCROSS SE TIONS FOR THE CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE N H� z Q SPACE-,TyOPEN ) DETERMINED WITH THE SITE PLAN PROCESS ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH (\I _J � <!. ,lye 1� ---- h�� SPACE '"-''� > 3 -(TYP.) 1 ` EXISTING v BLOCK ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA 4- NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE J Q W i J 1 _ zoo -YEAR ^ I PROPOSED y -� •`1 OR FOREST LAKES. 1L LU FLOODPLAIN (TYP.) ° t RIMITIVE / ti� y _J • ! J ' 5. THE IMPROVEMENTS TO PO-O GROUNDS ROAD AND THE CONNECTION OF THE EAST EST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN LLI Q T.M. y6 - z8D _ _ I >' TRAILWAY 2 O� O - CRAFTON CORPORATION - ": I , O C+ OP `� ` Z �y THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE FLOODPLAIN. Z J J Q BLOCK2 - a DEVELOPMENT AREA O O�� 0. a - --\ •• 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.q.zz. EACH PRELIMINARY SITEAND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE W c > �� J _- --7. (LOCATION TO BE DETERMINED I -_ - _ IMITS OF PROPO ED REZONING � [� WITH DEVELOPMENT PLAN.) 1 _ `" BLOCKI { / _ i - - - _ - �'`, i 7 s - -.. T PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY L Q W J Q CFINAL I - "cc`c�J �` V 1 „ •------. -,� / - DAY BREACH INUNDATION ELEVATION AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT Z Z �''� O ~� w PROPOSED zoo' BUFFER ALONG RT. zg f I - BLOCK [} v tACREHISTORIC �- �_ - ° ___ `�� SAFETY ACTION PLAN. 8. THE PROPOSED DEVELOPMENT SHALL INCLUDEAMINIMJMOF(3)CIVICAREAS,ASSHOWN �� (/) V J 7o'NATURALLANDSCAPEBUFFER &3o'LANDSCAPEBUFFER ` ] BROOKHILLPARCEL BLOCKS �.__BLOCK5 °, 1+. �'°•°° '� /_J V, ❑ ALBEMARLECOUNTY'-'>•-`>• --- ONTHEAPPLICATIONPLAN.SEETHECODEOFDEVELOPMENTFORADESCRIPTIONOFTHE AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. S � L J Q ddpp APPROXIMATE LOCATION OF I i , ANAGED STEEP SLOPE i\'t:;, -. �---..� \ -'- NOTE: A PROPOSED MULTI -USE PATH' i _ GREENWAY � � /`�7 fi HISTORIC MARKER FORTH (TYP.) A E OF T IS ( ) _ BROOKHILL PROPERTY . 1 °° TYP t IS PROPOSED BY FRONTAGE ROUTE zg FRONTAGE OF THIS 4 i `�"" 11 z� 9. THE PROPOSED OPEN SPACE AREAS MAY BE 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 7 Q Z = Z U l-1 J ~ _ _ _ } 1 ,_ PROPERTY. PATHWAY TO BE - - - �,� - ROPOSED zo' BUFFER .N �. _ -V /' ,,-� Y -' \ - _' `"f i I ���� zo. CONNECTION POINTQ�ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR W Q O LU W _°r _-f / LOCATED WITHIN THE VDOT RJW. a "" " �ts:� ' h. i + I LOCATION OF EXISTING_ + `° ' ��� \. INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT HALLONLY BEA PEDESTRIANBICYLE ACCESS CONNECTION. u. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND C I� Z ¢ ""� 0 Y LU / ` v O O BLOCK1 UNN CEMETERY TO �, i . 'I. .o (.. \ 9 REMAIN \ °^ •- L DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE, l V U Q _ c LOCK LINE (TYP.) e NOTE: ALL STORMWATER MANAGEMENT FACILITIES 11 6 ° LEGEND 7 Z CO _ /i : AND EROSION CONTROL MEASURES SHALL t '_ �� • ( °°• .0 BLOCK 6 ALBEMARLE COUNTY, � °a• %� > , 3 LOCATED OUTSIDEOFTHEPRESERVEDSLOPES. GREENWAY PRESERVED SLOPES O .I a cn Ul �..L.I W BLOCK H PRESERVED STEEP SLOPE ROPERTYBOUNDARY (TYP.) e••a F • \' z 1L Z (TYP.) q �) - NOTE: AREA WITHIN THE zoo' BUUFFER O BLOCK AND OUTSIDE THE EXISTING TREE t V, I VEGETATIVE BUFFER - 4'�r�'' MANAGED SLOPES ® OPEN SPACE O ¢ Q N > 1_21_ LLI Z J O LIMITS SHALLDANCEW BEREPLANTED S29 DEVELOPMENT EXISTING zoo -YEAR �` , ., __. - •............. °- _ ACCORDANCE WITH THE PLACESzg - AREA (TYP) FLOODPLAIN (TYP.) ` :- _ •'•, WITH HOA APPROVAL A zo' MULTI -USE PATH FORESTED BUFFER REQUIREMENTS' ING BROOKHILL _ ' �, ' ,, � � �_', SHALL BE EXTENDED TO THE ENTRANCE OF - 7 '-• / H SE TO REMAIN IMITS OF zgTH CENTURY GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS J J Hj � Q MPON NTS OF BROOKHILL MONTGOMERY RIDGE. THE HOA WILL NEED ` C3 TO APPROVE THE TRAIL AND EXECUTE ALL BLOCK H _ DEVELOPMENT AREAL EASEMENT DOCUMENTS ALLOWING THE + BOUNDARY (TYP.) / CONSTRUCTION OF THE MULTI -USE PATH ] O �'+ EXISTING zoa-YEARI i ` PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE & THE z TH CENTURY COMPONENTS OF BROOKHILL 9 Li FEMAFLOODPLAIN(TYP.) f� ONHOAPROPERTY. O OPEN ROPOSED zo' PAVED zo' MULTI -USE PATH TO BE CONSTRUCTED ALONG LI O SPACE '- ', MULTI PURPOSE TRAIL -: "'"- PRIMITIVE TRAILWAY O v THE NORTH SIDE OF POLO G "- ROUNDS ROAD COm u. „�p;*Ig II gpatt ment �r '%-�'""""aaaa• PROPOSED TRANSIT STOP TO BE INCLUDED WITHIN O R Q e ,\ - ,:,". < < a e • a. ROPOSED PEDESTRIAN TUNNEL File# 'S ADJACENT TO THE NEIGHBORHOOD CENTER FINAL LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. s IMPROVED INTERSECTION FORS Ap roved I: Supervisors ° AND STOPLIGHT. 3"-•• �" OVEN R\\TER so SNP D8t #t SEE BROOKHLL TIA REPORT j POW GR PROPOSEDPOLO STATfRT DODO EXISTING Soo YR FLOODPLAIN � N 0 ROUNDS ROAD OR 63 �$ROgp�o� � v TURNLANESSDEE HE POLO R\vP FOR FURTHER DETAILS { ,-;. ,`s . ' ' �•.-� k `? GROUNDS ROADWAY •••••• STREAMS LOCATION OF HISTORIC RESOURCE TO BE PRESERVED JUNE 15, 2�15 #f f annef IMPROVEMENT PLAIN J - CALF i °'.• APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 3o' BUFFER ALONG i GRAPHIC SCALE PROPOSED LOCATION OF CIVIC SPACE H- FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD %'� '� ��� i&MULTI-USE PATH w ru ,���° •. DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. - zoo o zoo aoo aoo �� I _ SEE PROFFERS FOR FURTHER DETAILS PROPOSED LOCATION OF HISTORIC MARKER - a U) JOB NO. 182150 _ _ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. O - OR \ �- - CROCKET CORPORATION ( IN FEET) SHEET 1 OF 1 SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN Be TRAFFIC TIA. _-''- -- �- - v J inch = 200 ft. �. 1 1 PROPOSED ELEMENTARY SCHOOL SITE \J SCALE N. T. S. SHEET NO. 2 0 0 0 L 3 0 0 0 a a T C 0 0 m m 0 c 0 L m c 0 0 a 0 0 0 3 / -- HORNRI� ( J 006 \, OD�F!/ - / \ \ ASHWOODgOU - ------- -r LEVARD / -> tJ M 1m 0 W J InQ 1 \ r I I 1 U COTT/R. 035791 Z /' \�O� \ \_/ I�i \ 11`� I I I r i - �1 \ I ' 1 ° 2 21 22 AJ IL J ENSWOO CO RT / /\ \ ��_ / 1 2 1 v \ , - y I I -1 \ 4 BLOCK 13 ..... 15 ° A COJ1 co 010 _ `}I \ , NEl LU P202000008 �. __,\ I � I ♦♦ \ // � '� INITIAL SITE PLAN APPROVED - 03/o6/2020 1 SDP202000082 \� \I ` I ` /' /' , \ ` \ I�' / -- / / / __ J W , Ce BLOCK 12 vv BLOCK 18 -- ---- � v v v BLOCK 14 1 . 1 - , 'v ♦� /� �/' / It N C7` / I / 1 N DERLU CD °� (� a k ♦ l 1 i If I x ROAD PLAN BLOCK CK SUB2017-00117 _--•V _. _ �� ' a° O° Y , I L9 T- SCSPzoi00050 FINAL SITE PLAN --- Ivv ° _ _ A / APPROVED 1 - -- ---- �� _ � 12/1 /201a BLOCK 4C- o / I 0 1 BLOCK 1B I 1 SDP202000070 1 I BLOCK I INITIAL SITE PLAN 1 BLOCK 3 / o ��° I- / ' `\ APPROVED -10/2 /2020 1 1 1 FINAL SITE PLAN I o I �\� �' l N W a SDP2021-00098 ` ` h I // " ' (- 1 'TY�I„ I /� ' / \ \.� .� ��� �\ , / 1 BLOCK 1C SDP202i0006 INITIAL 4 °° SITE PLAN 1 BLOCK z °� °� v o / / / Bloc i O= \ y- 1 1, ----- / > J z 9 3' - Q 1 1 APPROVED - o /z /2ou 1 ° / LU Q J BL K3 ♦ ° ° r ( / 3L0 K A 1 1 .I v�- v, / °�a°� m -- l>^^ U > 201800050 - ��� 1 1 201 00021 u I a ''• � / __ __ \/ �� ` /� L NAL SITE PLAN / INITIAL SITE PLAN o I / ° ` /""� ` / / J --___ - -- �" / / i---i CO APPROVED 1 BL K APPROVED-o6/o8/2o18 0 H 12/17/2oi8 1 �` SDP2o1800049 �-- - \ �' IN S TE PI KI - - - - - _ - BLOCK AREA SUMMARY Q 1 ° 1 Cj II � ROAD PLAN -�- I � 1 I I SUB2o18-oo115 saw I SDP2olg00078 ° INITIAL SITE PLAN °°I 1 ' 1 I 1 APPROVED -o2/21/2020 BLOCK I ` 9 I SDP202000035 OA PLAN''- I BLOCK 6 I FINAL SITE PLAN SU62o1 -00117 ; I I APPROVED - 01/05/2023. BLQ SDP20190002 I BLOCK 7 FINAL SITE PLAN I APPROVED \° 4/23/2020 BL �'• °a \ I o V INITIAL SITE PLAN "� °° \ \ APPROVED - 09/07/2o18, - � ° ISDP2o19oo015 ,°-1114 -51 FINAL SITE PLAN POL GO RO _ e�•.'__ °°°°° RT"643 D. ROAD(Soj- ,°°° ATE fV ( g48.2, P.z63J,aaa°a° LEGEND: " PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT 1 I a / ' (APPROVED INITIAL SITE PLANS) 00 PROPOSED RESIDENTIAL& COMMERCIAL DEVELOPMENT GRAPHIC SCALE (APPROVED FINAL SITE PLANS) - °app Ooo�y 200 0 100 200 400 -- o PROPOSED RESIDENTIAL DEVELOPMENT (PROPOSED INITIAL SITE PLANS) ( IN FEET ) l0 1 inch = 200 ft. 0 Q tY w > s U Development Q I Greenspace/Amenities (ac) t Area Per Area (Roads, Proposed J ll / Block Land Use District Brookh fire SAC Lots, Buildings, Development U J A / ,(1 COD (AC) (AC) Parking lots) Per Area (AC) LU C COD (AC) Civic / Civic / Open Open Total Total O Y ° Greenway Greemmy Buffers Buffets e Parks Parks Space Space Greenspace Greenspace J Q Required Proposed RequireProvide Required Proposed Required Provided Required Proposed W Q ° I 1 Neighborhood Service Center 12 12.72 12 11.05 0 0 1.67 0 0 0 1.67 ° o 0 1A Neighborhood Service Center 1.24 0 0 0 0 0 j CIO LU 1B Neightborhood Service Center 48 11.0 1.67 0 0 1.67 w J o e ° 2 Urban Density 6.3 5.1 1.2 0 0 z 0 1.2 ° 3 Urban Density 5.8 5.1 5.8 5.8 0 0 0 0 0 I' ° 3A Urban Density 3.3 W 3B Urban Density 1.8 I - 4 Urban Density 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 w O L 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29 - 4B Urban Density 11.39 6.83 0.52 1.09 0.44 1.54 3.07 0 O 4C Urban Density 6.58 - 2.31 1 1.46 1 0.85 Q L.L 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 (i co 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 O 7 Neighborhood Density 17.7 11.9 0 29 4.7 1.1 8.7 O / 8 Neighborhood Density 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 CV / 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 J 8B Neighborhood Density 17.36 7.4 0 4.04 1 2.76 2.18 8.98 w 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 10 Neighborhood Density 4.6 9.66 3.4 5.42 0 1 0 3.6 3.94 1 0.9 0.1 0.3 4.7 5.14 w w / 11 Neighborhood Density 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 _ a m 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 �� 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 800 I 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 SCALE 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 o=2��t 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 /18 Neighborhood Density 1 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. 19 Br00kbiltHOusePanet 3.2 3.2 0 0 1 0 0 0 3 Total 1 223.9 174.5 168.8 1060 10.3 1 3.25 1 53.6 1 31.01 1 28.8 20.35 16.0 12.28 108.7 66.89 ,•1\••••m \ --- ?4 i� --- --- _-- �� -i�' rL; / i l /' � ^o^ I I •�� -- --�; �� �\ \ X� I 1 lO 1, �1�T'y% ...! I _EXISTINGSTREAM _\\ —ii'-� ` ---- --'--- - \� .�`; l i •� I;I I 1 l ,tom �� "" ��e''. �� \ �� / p TMP-46-107 \ i eee --' / _ .••\•. � * _ — '' _ / Om '•� � � \.\ 3 ' I TH 0� STANLEY HOMES LLC •!sti - - - -� �_e• \ \ / DB 5495, "PC 635 r i',, _ _ _ - / {H•••III ��.-.. 1 - _----_-_._—�IIIIIIIIOi:.= _ ----- f�-� --__ — �YYYYYI1�e A Avg ,� _ ��. ��� _ •e•`' H� _ - IA•M• ;) ,� / --EXISTINGGREENWAY_ (TYP.---�i-��-----------�� - - i .� / A L�. O ,G%�'�- �O ,�.- - /�J 1__ -.. 4s % - ••--------------�� SCOT R. LLINSZ -�__ •• ' ••Mi u r - - - e+ eel / L� Lic. No. 035791 / •••• y _ __ �m III I••••unuunn. t- YY / EXISTING GREEN WAY (TYP.) \ , O ---�-� - - - •1 , A—__��._ _ __ --. _-_----___ _ III •• 0�YYYY ". ., // / , V :U\ � V i / / ./21/22 .. _ � •1 A � /� _ _ bo — _ i -- - _ •. - EXISTINGPRESERVED ♦� �S 2 Gti v / a 1♦, - _ - --.---- - / i' v v v\Vv ;��:� 0 Iyi ZONAL \\/ - -- - _ N ., -- ,�-- � 'STEEP SLOPES (TYP.)- -_ - -.� _, �, � �' / T l Ii ell � M�a��' - ��=�" --� OWN ♦ _ — --- — — _ F _ l � � • � ,i / _ _ \� STANLEY MARTIN_ S z°33'a8." �� ♦i♦ �_- --- --- -��- vim. Y�IJ 137.98' �� �♦ �� ♦♦i♦ -- -------- ���PA46-19 C_ _ _--- / /'.�,, 7 5 _ / - _ 1 % _ - - - - �® ,i,♦ -- _ - 3780 ,-- EXISTING zoo -YEAR FLOODPLAIN(TYP.) / \\ \`\` '. / J - - \ - EXISTING STREAM � � �'.-� _ _- _ _—. _ -, � - � //` � � \ 1. ��— — �7.3.1,�� ♦�� •� as •••eee II • •••••��OVA ..__—' �.r- • o � ♦� � �2824'o6.16E I,,• � � \ ., ... �� �.. / � 0 o vVA v �� I,♦•♦• _ V A A — _ j i�._z� v �..—� �p V A Q Z — — A `v V Ill �(\ v vA A —_ y v v v V E �.' ��\ ♦♦11, U � III v \I1 v`vvA `y �� x` LIMITS OF EXISTING ALBEMARLE v wv z37.18' .♦,♦♦♦ v AAI -- _ _ _ - �v`\� O 0Lu �� v�i m COUNTY PRESERVED STEEP SLOPES v v v ♦O,♦ ♦ V , v .I h,.�$ROOKf�$b — --- .../ �_ •\� HAVE BEEN DETERMINED TO BE A ` v - - ♦♦♦ A -- - _ — - O� v. A; " �'� `v \ ��V A vv V `�'\Q d �l A� LESS THANz5%BASEDONNEW EXISTINGPRESERVED, _ ��� -�5 ♦♦t,♦♦ A A' MASTER - -------'�� -- - O� STEEP SLOPES (TYP.) v - - e s ° ♦i v v ASSOCIATION INC - 9B9_ - _ - - - — / N Ln v v TOPOGRAPHIC INFORMATION TO 3 — THE SATISFACTION OF THE vv �v ( ) 218�s. 4 �v ♦♦♦ DB 55IMP ¢�p�303 - - y- s����i- �� w COUNTY ENGINEER, AS PERMITTED V,, - 0 �� -� izg,3.��! V A EXISTING GREEMWAY TYP. r 8 'F -- - �- r UNDER SECTION30.7.4(b)h v� `��� �...�,... �'S 72- "- ---- 6E - -� / l T V A\ \V A VVA\\ ... / ., v \ V I \ `-_-�--- �������67Y���. �_���• - 6° 4 /i /r r-____. _ _ __ _ \ z — O EXISTING LIMITS OF o. y r!� �i 76 / / L ��%%/��\ �{niH•YH••a ,• �� `�Lu ��t� WOODEDTREELINE ---- -- //ii ✓' - -- ��► MIXTURE OF �DECIDUOUS eee" ■•tl_ _eepllfi• ���fis•t1'\� 1/ EVERGREEN TREES ..f PROPERTY BOUNDARY (TYP. ye•_iGh_ R�*A �c SCALE o SWM + _ _ 'i _ _--mHf i� 6o o - 30••l0, 5o izo 0 I / I L i 1 1 FACILITY .I )K/ IN FEET )� � �V A _ _ BLOCK 1B _ , S /' A / -- � �� ' v v v 1 inch = 60 o� \ / A CURRENTLY /' \ \ PHASE J \LIMITSOFTHEPMP _I BROOKHILL \ \ f EXISTING zz" DI WATERLINE I EXISTING RIGHT-OF-WAY UNDER DESIGN) I IINESI / / i / i - /. - "� �- - ' '' I II --- INUNDATION ONE / _ DAM BREAK ' APARTMENTS LLC _ v r ,TAP 46-4�B1 `LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES_ \; \ ' / / \ HAVE BEEN DETERMINED TO BE LESS THAN z % BASED ON NEW / I DY 5133 PC 445 v v :- A —� �v 5 — — — / I 19,05 AC, y 45.18' 1 0 A A\\ V I 1 1 v V A / �TOPOGRAPHICINFORMATIONTOTHESATISFACTIONOFTHE —/ �, 7 �� L �4� XISTING 5' CONCRETE SIDEWALK N59° 04' z486" /1 �A \ \ V �� V v v v v v -COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h /I --- v' ` r VA \ V v v ` v - -_----- _ v EXISTINGPRESERVED V I I v 3 I STEEP SLOPES (TYP.) i- v A RBD I / � I I I I I' \ \ \ \ W MULTI -FAMILY v ---_------ — v v / ♦ o ,n I HOLDINGS II LLC --- i I I ' I TMP 46-19B6 DB 5659, PC 389 - - - �I� T r 6.792 AC. m �/ • PROPERTY LIMITS A /` O �i Z m // i Ii III I I II �I II�I IIIII lI lI lI�Il1Il1IlI1l1I�I IIII I1IIj�1I1 I I1 I�I -EXISTING —LIMITS _�-OF WEXISTING io'CONCRETE SIDEWALK � yOG�e ee e0'e9e' ' 111 • 0 LAND RESERVED FOR I vv `- --- MOEELINE IXEXISTING 'TURE 0 FUTURE DEDICATION UPON FDECIDUOUS e0 -- - _ CONTOURS BLOCK 1D __ _Ijy&EVERGREENTREESDEMAND FROM THE -�---IIII I I I in COUNTY - - - - ---- - DB 5107 PG 148- � / -- '___- PHASE / (I III IIiIlIlIlll IIIIIII IiB=eee •e INES IIt -- I EXISTING — -- w SYSTEM I _- / R_OOKHILL �♦ MASTER VARIABLE WIDTH41 -- - - - - ASSOCIATION INC y�0-- TEMPORARYGRADING AND IH TMP46 19B9 CONSTRUCTION EASEMENT III III H �B-5512, PC 303 DB4PG3 IZ STELLA LANE 50.72 AC. VARIABLE WIDTH PUBLIC RIGHT OF WA "— DB 5441 PG 245 \ "454- BROOKHIL EX ST NG ' D aq" APARTONTS LLCM I I zz' l' - -— - - / A WATERLINE DB/5133 PC 445 \ 19.05 AC. v , I / �� I � //- -// -TJ J I I I --- �----� / I I I I ' I i I _�--1--7 if T -TJ� I _ I / EXISTING 8' SANITARY SEWER EXISTING FIRE HYDRANT�J / I I I I I I I I / EXI! I I I < I ku EX1311NO VMRI�DLL EXISTING iz" DI M — — — — — DRAIN EASEMENT 111v�v/�vv� vvA�, Qn•, _ Q - BLOCK CK 1C DB 6274 EASEMENT 1 �v� v `'' ♦, WATERLINE ! \ --' _ � EXISTING 8" ^ UNDER DESIGN) \ \ \ \ \ \\\ \ \ ` ♦♦s g / v vA'. ♦—`� LIMITS HE SUNNY -� O SANITARY SEWER — -- _ /\\\�\\ \�\\- ♦i, DAY DAM BREACH O =�-asp-------- I �\\\\ \\\ \ \ \ ♦, \ / ♦, \ /--------- \�\\\\\ ��\ \_ \\\ .,♦♦.+•.••,♦. \\ \\ INUNDATION ZONE EXISTING zo' CONCRETE SIDEWALK � � � � �r-� �,!� \) I� I I I III II v � v v y ♦•♦i,♦♦ /_��� � ���- l �- � - PROPERTY LINE IIII v �� J ♦♦♦♦ / z i � PROPOSED XISTING RIGHT-OF-WAY � I / � I I I I-+` ♦ _ � / ' � //� I I IIIIII 1 1 Ate_; �=� �' �-�� �� s�, ♦♦♦ '. h IIIIIIII v� _ �v vI I "�s,?�� '♦♦♦ I I I /' � / 11 I III I I� � IIII ♦ / 0� / EXISTING ARCHER AVENUE v } COUNTY PERMIT: #SUB201700iz7 20' ACSA UTILITY EASEMENT I \ \I l EXISTING 5' CONCRETE SIDEWALK I 49' RADIUS TEMPORARY DB 5447 PG 603- ---- ----- TURN -AROUND EASEMENT VARIABLE WIDTH PRIVATE - \ / v v DB 5447 PG 603 v A I I I I I r ACCESS AND PARKING EASEMENT — --454— — // BROOKHILOWNvsMI�il�IliiIIII�IIIII/II/��� DB 5447 PG 603 !'� LLC v N3o°36'4o.34„E / TMP 46-18A1 v W)RTH PORLIC I I I I I III I I / 99.2y ---��-5s'_ __ I �,' , DB 5659 PC 394 vaccEss Fns�ME TI I I I I I I I I i i I i I I I I I I I A 20.708AC. V v v\v v v A iiIIiIiI iIiIIiI iiIIl I iilii�iI IlEXISTING o s900 a. � 53' MANAGEME NT �O59o04 z¢�BC�W_ --- _. -C i / _ VARIABLE - WIDTH- AC SA 1_I �.^�.I.I ` •v•�I� �vy \\V —FACILITY - VWATER EASEMENT DB DB 5274 PG 376 qBLOEXISTING 'CO - o NCRETE SIDEWALK EXISTINGAPARI ENT EXISTING APAMNT �UILDINBENCHMARK UILDIN 4o 1I60N ` T - EXISTING SALAMANDER STREET EXISTINGiz"DI \ 44z WATERLINE COUNTY PERMIT#: SUBzoi800n5 L=132.64' R 367 5046 o _2197 G STREET - SIGN 4�/ --�- -_ - SALAMANDER STREET — 58' PUBLICFJP EIP c R/w (DB 5274 PG 37b 40...... - -. _� _ .. -:...: \ �� N56!3o 37.2i'W - -- ' =--- TMP 46 18E1 - - -- - - TMP 46-18E2 TMP 46-18E3 < - - _ TMP 46 18A STANLEY MARTIN STANLEY MARTINMANOR HOUSE LOT CEMETERY - _BLOCK 6 AUCH, E� NN OC — _ CHARLES R. HAUGH R: / - COMPANIES, LLC COMPANIES, LLC DOtib7r'TSrB:' CLESB �_ - 2. 'PC 0 - - - - - - - _ _ DB 1333 PC 450 BLOCK 8B DB' 5492, PC 476 B 549 DB 5295 PC 636 BLOCK 19 1 - - - - - _ - - %r —- 5. ¢54 Aid 1.9 7 40• J - 179 AC.- v � r � 3.178.�'. L' / � I J f Q N .--I N N L ti z M Cyi z N Q ' C � LL N W C) C34 N '~^i V / W > J W Q z - > � z 0 L9 0 ' 0 i 0� o z p z U ,--I z Y U X U O W ul Zw Lu w J J I I — U) J w o Q O W 0� N u w J H w a � lOB NO. 182150 SCALE 1 "=60' SHEET NO. 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 J J I I I BLOCK 9 — BLOCK 4B EXISTING STELLA LANE (PUBLIC ROAD) BLOCK 4A L o _ I I I r II I I I I I I I n n n Iz a --- au MIMIMUM SID--------``� ---�_ 2— (BLOCK4) SETBACK - ------i- COD BLOCK 4 /BLOCK 1B - APARTMENT BUILDING #3 (4-STORY 76 UNITS) BLOCK 11 LIMITS OF BLOCK 4 PROPOSED 4-STORY HOTEL 120 BEDROOM UNITS (15,200 SF FOOTPRINT) 60,800 SF 1,", EEVr"IFF-1 I i I i �r ----------------\ yo�zM-57dlTviiMUT,l3T6�SETBAZk (BLOCK 3) ---- _ -- _._ -- ----d — — .1 ••• _I m-am iddddddd��� � .� g.� ® y- J. J- I•- Jy- •___.,__� - _ �+1t�ril!•71iE'lE�ili�'e1E�71�+il - L"•'!e ��%».'� _ _ ® :ate __ a ®�:7[•I•lfl lA - BLO! K lA- -' {f Zs EXISTING 77 _ _ SALAMANDER STREET (PUBLIC RO =r �_---- T� BLOCK 813CEMETERY 04 � ---' BLOCK 19 - --- (BLOCK 2) i I PROPOSED 1 STORY RESTAURANT _ 10,000 SF -- - LIMITS OF BLOCK 3 I LIMITS OF BLOCK I j LIMITS OF BLOCK 1 „ LIMITS OF BLOCK 2 PROPOSED PROPOSED 1 STORY 1 STORY I COMMERCIAL COMMERCIAL j _ RETAIL/ RETAIL/ RESTAURANT RESTAURANT B,ILDING BUILDING 5,im SF 5,000 SF - I 25MAXIMUM FRONT d i✓ SETBACK (BLOCK 1) COD j BLOCK 1 j I I _v_ PROPOSED PROPOSED 1,$TORY 1TTORY )---- -----COMMERCIAL COMMERCIAL L-_--_LIMITS 0FBLOCK 2 — RETAIL/ RETAIL/ MMOF BLOCK3 RESTAURANT RESTAURANT BUILDING BUILDING j 5,000 SF 5,000 SF COD I Is LVI. I_� _3 PROPOSED 2-STORY FITNESS CENTER 30,000 SF (112' x 134') - - 25' MAXIMUM FRONT ---- SETBACK-(BLOCK4L -. - - --------__- ' S' MIMIMUM FRONT BLOCK 6 I \ PROPOSED 1MUNITY P1 CENTER IBROOKHILL VILLAGE CENTER PHASING: © PHASE IA: 32 MULTI -FAMILY RESIDENTIAL UNITS (CURRENTLY UNDER CONSTRUCTION) �TH OF SDP2020-00035 Df PHASE IB: 23.0 MULTI -FAMILY RESIDENTIAL UNITS (FINAL SITE PLAN UNDER REVIEW) SDP202i-00098 SCOTT R. LINS'Z PHASE IC: 3-STORY COMMERCIAL BUILDING (6o,00o SF), 2-STORY FITNESS CENTER, & J Lic. No. 035791 n THE EXTENSION OF STELLA DRIVE SDP202i-00064 (INITIAL SITE PLAN APPROVAL ONLY) °�o� 2/21/22�� THE PHASE iD INITIAL SITE PLAN WILL CHANGE THE DEVELOPMENT AREAS �SSIONaI IF, FOR PHASE iC. A PORTION OF PHASE :LC IS BEING RE -DESIGNED WITH PHASE iD. 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,0oo SF BUILDING. Oo PHASE ID: 3-STORY COMMERCIAL BUILDING (6o,000 SF), (8)1-STORY 5,000 SF 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 (i6,000 SF POOL & COMMUNITY BUILDING), & COMPLETION OF THE VILLAGE CENTER PARKING LOT. NOTE, THE PADS FOR EACH OF THE BUILDINGS WILL BE COMPLETED z WITH PHASE ID, BUT EACH BUILDING WILL BE CONSTRUCTED AS A J � a SEPARATE PHASE OF CONSTRUCTION. THE PARKING LOT WILL BE K COMPLETED WITH THE BUILDING PADS & FIRST BUILDING WITHIN PHASE ID. Z w CO 0 In ----- - \ i 0 \ \ � z � O W o ce o (D 0 o ♦ O \\ Oo Do f N ( w o N 0 `N d c� , , ' O Oo L9 Oo Cy) 00 � c>7 O z N Oo / CY) J I i , Oo N w O �` 0 N I -I COD W N cn BLOCK 2 ♦ O ; J \ \ LI J AC W Oo w z Q Oo ( I —I 0 ` IY ' U ----- - - - - Q O I ieo = J U �E Ii Y U Q w O Lu �i 5 J i W -- F- LU w J WIDTH PUBLIC SWM \ A CESS EASEMENT �` � I JL w )OL I 1 J � o - i Q 0 m o O � I , O j N i i i GRAPHIC SCALE 0 3- 6D ( IN FEET ) 1 inch = 60 ft.. JOB NO. 182150 SCALE ....�... II_ I —__ SHEET NO. 5 y y y BUILDING CODE NOTES: ""- y y y 2. 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 z. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A=7.i-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 _ �\ 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A COMPACTOR ` \) 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 k \\ 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). 10 21 Y ) k \ ♦ 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO } ♦ A CERTIFICATE OF OCCUPANCY BEING ISSUED. N W OO----------- -- S MIN. SIDEYARDSET------` ` ` ___------------------- > BACK _-- ------------------------------ O Lu _ - PROPOSED PARKING n >¢ --_ LOT POLE LIGHTS (TYP.)F- PROPOSED 4-STORY HOTEL 120 BEDROOM UNITS 10 (15,200 SF FOOTPRINT) ^ 24' PROPOSED 6' 32 60,800 SF CONIC. SIDEWALK IELWA MAX HT = 56' - YP) ¢ 220 _� (P) DEMPSTER Q ENCLOSURE - -�_ PROPOSED 6' �� r t CONC. SIDEWALK k X �► k k k 1s . �4 EL A SCOTT/R. Cb'LLINS'Z Lic. No. 035791 2/21/22OA w4 ';LSInrrnr. % 2A' z O J a Z w =) 00< Z J H V ~ z V/ w W ce 16 k k k S } 15 ® `✓ j J > PROPOSED PARKING j ¢ LOT POLE LIGHTS (TYP.) (P) z' GRASS _ k k M 23 18 13 24 PROPOSED 1 STORY M RA 24_ cs VELWAY RESTAURANT p) VELWA 10,000 SF N 6 - - k MAX HT = 30 Q r 23 �o l - - - - �, 18 13 �`� i¢ k �t LL PROPOSED PROPOSED PARKING CONC. SIDEWALK N > N W mmmol LOT POLE LIGHTS (TYP.) ¢ PROPOSED O (P) z' GRASS ? h� OVERHANG (TYP.) F- ,.• c AREA, AMPRECREATHITHEAT ER, 8,N 23 k k k NAL PLAY CY) OUTDOOR RECREATION/ O X 18 13 PROPOSED 8' GATHERING AREA �J 1 - S CONC. SIDEWALK 42,000 SF ui 68' > PROPOSED 6' 7 CONC. SIDEWALK Lli L Flea-4_aEW-2_a-Emm-}}Emp-a-9 }9a_q - -a-}}a_�-a_a-was-�_a zQ ® % zoo' k 14 k Q 1 J � Q � .. ... , (P) 4 BIKE RACKS % Q W PROPOSED 1 STORY PROPOSED 1 STORY (8 BIKES TOTAL)TYP. = T_j �- k PROPOSED 3-STORY COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ PROPOSED 1STORY PROPOSED 1STORY U o ADAACCESSIBLE COMMERCIAL OFFICE RESTAURANT RESTAURANT COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ BUILDING 5,000 SF BUILDING 5,000 SF RESTAURANT RESTAURANT , PROPOSED CONCRETE RAMP BUILDING BUILDING 5,000 SF BUILDING 5,000 SF Y v CG-iz TYPICAL MAX. HT = 25 MAX. HT = 25 ® ® MAX. HT = 25 MAX. HT = 25 L u O MAIL KIOSK 60,000 SF n O7 MAX HT = 50' PROPOSED STREET PROPOSED AT GRADE z MAX. FRONT SETBACK PROPOSED GRANITE TREES TO BE BRICK PEDESTRIAN 5 CURBING ALONG PLANTED WITHIN CROSSWALK. WIDTH = io') _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ED 2S� MAX_FRONT SETBACK _ _ _ _ _STELLA DRIVE SIDEWALK WITH 6'x6' I Cn --------- ------ '--------- -- GRATEDOPENING ---------�FyST�MPEO------ - PROPOSEDSTRI� -- ---------------------- CONCRETE SIDEWALK PEDESTRIAN CROSSING ADA ACCESSIBLE BRICK PAVER SYSTEM PROPOSED (MIN. WIDTH = iz') CONCRETE ROMP LIJ J AT INTERSECTION 8'xzo'PARALLEL PROPOSED CG-12TYPICA Am (P) ' BIKE LANE Lu X WITH 1' CONCRETE PARKING SPA67. CE RIGHT OF WAY67 Z ,.EDGINGi�0����01 i����o®�� n 68' 68' U PHASE IC LLJ F;zgo R a I j P LPN w BLOCK I - w LLJw MATCHLINEI- SEE SHEET 7 O > J (P) 4 BIKE RACKS 16 a (PHASE) 1B j w o� ^ (8BIKESTOTAL)TYP. _ _ _ _ _ - T �� w I 0 ¢ i (� a it BRICK PAVER SYSTEM AT INTERSECTION PROPOSED "8'CONCRETE O L.LJ : ` . . . L` N P 1 T S . . . . . . - BLOCK WITH i' CONCRETE SIDEWALK (TYP.) Q q W W S yE LA. �J R Y)� TRE� _ . DISTANCE TO NEAREST 32� EDGINGPROPOSED N W W W CG 6 CURB W CG-6 CURB . © ��j TO 1�A W (TYP.) ❑ (TYP.) (PHASE) 1C INTERSECTION=750' F/C-F/C MEETING AREA T s 8 20' SPACESD(IIN xz5') J (3) LOADING 20,000 SF a w ii PROPOSED (P) 8'x20' PARALLEL O ¢ v 6' BIKE LANE PARKING SPACE w 8 j - - _ LIMITS OF PHASE F- IC DEVELOPMENT AREA ` Lu w LAN ---- - - _ `-_ � -, o' 6 67 PHASE ID �����n ���� o a a5 0 60 PROPOSED GRANITE CURBING ALONG PROPOSED STAMPED PROPOSED PRIVATE PROPOSED 1 STORY COMMERCIAL RETAIL/ PROPOSED 1 STORY COMMERCIAL RETAIL/ p PROOOSED 1STORY PROPOSED 1STORY \" \ PROPOSED STRIPED PROPOSEDSTOP STELLA DRIVE SIGN (TYP.) CONCRETESIDEWALK RIGHTOFWAY RESTAURANT RESTAURANT "' COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ ( IN FEET) - _PEDESTRIAN CROSSING__ -' F/ -F/C ______ k _ _ ------------------------------------------------------- (MIN. WIDTH f _____�lMAX,LCi5,"QOQSF__ _____B_UlLAX,HT=25' I RESTAURANT RESTAURANT 1 inch 30 ft. - TRAV W Y - 1 _ __ -_ BUILDING 5,000 SF BUILDING 5,000 SF ,__ __ w 2 JOB NO. 182150 SCALE 1 "=30' SHEET NO. 6 N ( 4 BIKE RACKS Kj,TH PROPOSED 1 STORY PROPOSED 1 STORY (8 BIKES TOTAL) TYP OFh PROPOSED 1STORY PROPOSED 1STORY ti' COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ I O �'� A- PROPOSED 3-STORY COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ ; �� RESTAURANT RESTAURANT $ ADAACCESSIBLE COMMERCIAL OFFICE I RESTAURANT RESTAURANT I �SCOTT R. LLINS'Z 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 U Lic. No. 035791 MAIL KIOSK-",,CG-iz TYPICAL 60,000 SF ' u MAX. HT = 25 MAX. HT = 25 O7 MAX HT = 50' PROPOSED STREET ® ® I °n 2/21/22 PROPOSED AT GRADE 2 MAX. FRONT SETBACK PROPOSED GRANITE TREES ED I BRICK PEDESTRIAN 25'MAX. E�Gl PLANTED WITHIN ___ _ _ _ 25' MAX. FRONT SETBACK ,,�� IONAL CURBING ALONG CROSSWALK. WIDTH =io') --------- ------ ' STELLADRIVE SIDEWALK WITH6'x6' PROPOSEDSTRI ED ����•� --------------------- -GRATED OPENING ---- ----------PjS-TAMpEi3----- - - - - -� CONCRETE SIDEWALK PEDESTRIAN CROSSING ADAACCESS19LE BRICK PAVER SYSTEM PROPOSED (MIN. WIDTH = 3.2') CONCRETE RAMP ATINTERSECTION 8'x20'PARALLEL PROPOSED CG-22TYPICA( WITH i' CONCRETE PARKING SPACE RIGHT OF WAY (P) ' BIKE LANE 6' 6' k EDGING _ _ � I I I tl tl 68' 68' `�_��200 ,, ,-/ _ PHASE 7tltl�itl�n� tl�n�u.�tltl tltl�tltl�tltl�tltl�u�n ■tl�e :tltl � '- � i SE IC ' IT I k rl PHA— go L i 2$ I I _ w- BLOCK I w w MATCHLI E SEE SHEET 7 o I H o (P) 4 BIKE RACKS .- w (PHASE) 1B 1 w N (SBIKES TOTAL) TYP. 0 J d I BRICK PAVER SYSTEM I ATINTERSECTION a �-PROPOSED 8' CONCRETE � � �/) jTELLA LANE - PRIVATE STREET.' BLOCK - W . i I SIDEWALK (TYP.) Z ' WITH i CONCRETE v g - - - - - - DISTANCE TO NEAREST 32' EDGING PROPOSED m m CG-6CURB CG-6CURB' w - - - 108' RIG TOr`WAY - - � �(TYPJ � � � � � � - (TYP.) � (PHASE) 1C INTERSECTION=75o' F/C-F/C (3)LOADING oE000SIFETING A � � z � T T T T . V 0< zo' 6 sPAces (i2'x25) I ���I�� `� 1--1 U 'a Ji �� `. - w CL I N >J LL PROPOSED w ' �L v 6'BIKELANE w &z (P) 8'x20' PARALLEL LIMITS OFPHASE �, �/� > ? f IC DEVELOPMENT I Vl PARKING SPACE I AREA FAN 1 ,SS 50,"-- �' k k k k — -... - -- CO' PHASE IC _ "PROOOSEDISTO'RY 6' - 67 PHASEID— PROPOSED GRANITE PROPOSED - PROPOSED 1STORY PROPOSED 1STORYCURBING PROPOSED 1STORY ALONG PROPOSEDSTAMPED PRIVATE COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ PROPOSED STRIPED POSED STOP STELLA DRIVE CONCRETE SIDEWALK SIGN (TYP.) RIGHT OF WAY RESTAURANT RESTAURANT COMMERCIAL RETAIL/ COMMERCIAL RETAIL/ __PEDESTRIAN CROSSING F/ fPR (MIN. WIDTH =u') * f ---BUILDING5,000SF - ---BUJLDING5rlSF k 24' RESTAURANT BUILDING 5,000 SF RESTAURANT BUILDING 5,000 SF • , TRA MAX. HT = 25' MAX. HT = 25' L _ _ BLOCK 1C- - TRAVELWA MAX. HT=25 MAX. HT=25 o I w oO1-STORYor,(P)STREETTREESTOk BE PLANTED WITHIN COMMERCIAL OFFICE 6' PLANTING STRIP PROPOSED io' BRICK GRATED OPENING WITH STREET TREES GRATED OPENING PROPOSED STOP PROPOSED 6' CONCRETE , B U 1 LD I N G SIDEWALK I SIGN (TYP.) SIDEWALK (TYP.) 6' PLANTING STRIP WITH STREETTREES - PROPOSED 5' 68' 1 68' I ,., ZO OOO SF PROPOSEDCG-12 CONCRETE SIDEWALK k i PROPOSED 6' --- 4 • ADA CONCRETE RAMP — CONCRETESIDEWALK r ® zoo' �, 60 9 m 16 F ? k y5 (TYP.) — ¢ FIRE LANE FOR BUILDINGS y ¢ ¢ 3 I PROPOSED STOP 3 BLOCK PROJECT PHASE n w PROPOSED 5' CONCRETE n w w LINE (TYP.) > SIGN (TYP.) SIDEWALK (TYP.) > PROPOSED STOP ry > (PHASE) 1D HI < n i SIGN (TYP.) ¢ (TYP.) SPORTCOURTS I E:EQD M i N z •-�� - k I - -- I � L.L 41 37 PROPOSED STOP y 24 o SIGN (TYP.) n �4� F } 8' S 8' 8' 8' 8' �4� ' . S' S' S' 8' F/C-F/ v I I N W 24' I CID ) 9 PROPOSEDP l a 30 HIE = N > TRAVELWAY (TYP.) LOT POLE LIGHTS (TYP.) TOT N �� ' �tltl�n�tltlotltl�n�n tl � tl tltl tltl�n�tl �n�n�� �� �jp. � } � � ' � } O AREA I � N L/' /) PROPOSED PARKING 9 w ' w > LOT POLE LIGHTS (TYP.) I > n n > PROPOSED VDOT STD. CG 2 - I �� SEE DETAIL ONSHEET8 Lu J < 50 Z H I w z 15 - �:7 ">- 19 Yp' H� Z - � a PROPOSED I :5 BLOCK COMMUNITY POOL j Q C BLOCK 1A PROJECT PHASE I ry > PROPOSED 6' CONCRETE L u LINE(TYP.) I < (PHASE) 1C I SIDEWALK Z = T� - CENTER C) h PROPOSED PARKING cn (TYP) ROPOSED 2 STOR PROPOSED STOP LOT POLE LIGHTS (TYP.) PROPOSED STOP_ ® ® ® ® 14 ® ® SIGN (TYP.) SIGN (TYP.) ® I -- _ FITNESS CENTER Lu �4' I x O 3s 1 09 30 000 SF �- I I � I � I AVEL ^- J „S• ., UMPSTE i i ` cP) D R � ) --J�------r----------- °.-----`----- T---- ------ T---- ------T---- ------T------`----T----J------ ENCLOSURE - 11 x 134 can CID BLOCK 1A - _-_-_---! ° } PROPOSEDSTOP w ------ I w JUGSIGN (TYP.) w------ - --------!--- AROTMENQ H�T--------- - - - -------T------- - - - - --PROPOSED STOP-- - - -- - -- - \----------------------------------------- ---------- SIGN (TYP.) j 9' = EXISTING CURB _ T v / ( P 19 CUT/ENTRANCE W y TO DBE REMOVED - ------------------------------�- S CURB k k X k _ j.. - _ I _ ° ° ° e°D ° REPLACED � CUT/ENTRANCE w O i, '- ° ° D D D _ � ° D a °° ;. ° D ° � � TO BE REMOVED ""-_- �I - h PROPOSED TOP AND CURB/SW { 2� -__ PROPOSED PARKING___ SIGN (TYP.) S EXISTING LOT POLE --- -- "- �4 25,--------- i );'... REPLACED -- ------ O - ! J Q --- SALAMANDER STREET o ISTANCE=28o l _ -- — -- SIGH DISTANCE=28o'-__ IGHTDISTANCE=28o' - _y k I ---- (PUBLIC ROAD) � LL N wa - SIGH (DI TAN O s --- T O CE zgoCID / ' 5 8 PUBLIC I r /1/I' �1 wC�j ^/j [�,/, AXIS NG 5' CONCRETE SIDEWALK --- " SIGH SRN (TYP. STOP =- � ` •,::; ' 1 �JV VUL_ l� VV LJ �1L. ")- ✓l7� \------ N t I F ° D ° ' AREA OF MILL&OVERLAY ------ ----- DISTANCE TO NEAREST PER VDOT WP-2 w INTERSECTION = 235' PROPOSED INGRESS DISTANCE TO NEAREST g PROPOSED 5' CONCRETE w EXISTING SALAMANDER STREET AREASIDEWALK (TYP.) _ CURRENTLY UNDER CONSTRUCTION CEMETERY EGRESS LOCATION INTERSECTION = 46o' PER V 0 MILL &OVERLAY d u) SEE PLANS UNDER JOB NO. SU62m8omi5 182150 GRAPHIC S SCALE o 0 5 0 60 130' BLOCK 19 BLOCK 6 _ _„ - _-- - SHEET NO. ( IN FEET ) -- 1 inch 30 ft. 7 / 10 / II oji ♦41, 4366w 436Tw 43aw \ \ I 4,6,w 444� v a3sew II 'vv�vAvvvvvvv444,w 436 aw A\\V A� vvvvvA� vv 446ew \. \ PROPOSED s�rw APARTMENT BUILDING#3 (4-STORY 4,3 76 UNITS) 411oo 411.oioc so,a i i \ � I / \ 1 \ I V A A AV A V 1 I. •s4so a 4n.]s c- ,) ir 7- TC I / \ \ U' w Q Z BLOCK 4B] 4so;-T I / assy�rz 4 son _ n �� ? Io II 114.e3 vv \ I \ \ \ \ \ I I III 41:.6] `ss:3irc- i 1 AI I I II II II II seas v / i I I I II I IIII 455.6� �- -_ - - - - - - - - - - / I III / S PROPOSED --1 - - - - - - -APARTMENT ------- - / I ss6].f /�-4-BUILDING#2 -_ - - -- - - - - --- --__ / // 't } ---_-----7a-STORY - i 66 UNITS) _ __ --- --- / / x ✓y S 4s36]TL 8 T �I EXISTING STELLA LANE - f (PUBLIC ROAD) -- / / — — _ — —� // / / / PROPOSED as.s]s --- — -- / �'.,. -_ _� • /. APARTMENT TBUIDDING #1 ---- �, -ORY ,z.� T 68 UNITS) li a / V / / / // _ / / _ 45333 os• arc i vnsl a14.0015, I A / ''s6s / / Q rSCCTT R. LLINS� U Lic. No. 035791 vv vv vvv v / 2 \ \ \ / F O i r, '�-- _-- _ _ �_�-� � / . -.-. _ � / i �p, A A�,,�, �� � / A..�.�;�v v �O ���♦ SSIONAL E�� IloI ® J�j \ \ ♦♦ Oo OO @ Oo O° OO OO 0 -- O ze Tw r 41zW _ 4318W 438BW ♦3 BW"��n�— �1�♦ \\\ ___ �__ \ _ \ \ U 46TN 434BW 436iW V44 TN 36TW vA tW ' \ ♦ \. Iz' _ _ _ _ --\ \ ` \ O ) ED r \ ♦ VVV - \ �+M� \ \ Q _ �����1�-��i-ice --- -- --- z Lu (P)UNDERGROUND ♦♦ O \ ce (00 - D TE T O PROPOSED 4-STORY HOTEL 120 BEDROOM UNITS (15,200 SF FOOTPRINT) gI _ 0 60,800 SF ��♦ w CD '- „ =_w — k I STORY - PROPOSED O 449. Ka i)TC : X x _ _ _ \ }� _\ ,, _ RESTAURANT ESTAURAN T 10,000SFuo O s � CM CM z 00 J PROPOSED PROPOSED - PROPOSED 3-STORY 1STORY 1STORY / PROPOSED PROPOSED COMMERCIAL OFFICE COMMERCIAL COMMERCIAL 1 STORY 15TORY j RETAIL/ RETAIL/ COMMERCIAL COMMERCIAL BUILDING \I 1 N W 60,OOOSF RESTAURANT__ RESTAURANTT- -j -------------- + ----RETAIL/ RETAIL/ -------- ----------------- ---- fi RESTAURANT RESTAURANT N �� BUILDING BUILDING , I __ 5,000 SF 5,000 SF BUIIILDING BUILDING COD 00 SIAa-S0-SF - Y / __-- ---' -'" z Ld - - 1 r , _ a ( _ ccPRIVATE ROAD I ti -� ��� , V v V vv. OO Oo H � 06 PROPOSED PROPOSED PRO POSED PROPOSED 'V `•.� J L.LI 1STORY 1STORY 1 $TORY 1 STORY \ Q - -- Q--CCEMMERCTAi `COIVINIERCIAti-- COMMERCIAL IAL BLOCK 1C- RETAIL RETAIL RETAIL/ RETAIL/ / / 1-STORY RESTAURANT RESTAURANT O RESTAURANT RESTAURANT z COMMERCIAL OFFICE BUILDING BUILDING BUILDING BUILDING 3` '• BUILDING ��� 5,000 SF 5,000 SF 5,000 SF 5,000 SF � � - --FEEL►I O EIHz I 4 44 4 / i r A ul w W 0 ��� ,.Q/ f.{I I I I _\ \ I I I I I I I I j 14 3 E% w ice- i t i t i l l l l III I V I I / � I I / /I l �/ / l/ / / / l / / - T I K 4A .. W x� .' " - -- i -- aso..]] rz Iamo• .eo7�__ � ,:y.`oii]o Tc�'� i � �,',r. •_`�� _ /�" _ '_ � ,,. �• '- . ",,i,, as\o...D]ort '=�' III „'. x // / x x x ","ii /_3 I / ,,' / / i_ /. '- ._.`.<-v/, v:•o• ] -1" /. OACpCT'EHS\SPOE�A �C M$E NM 477/77/7 AS-1s BLOC I / l I — :az'-_-� -- I w O / / \ m/ ROPOSED II O MUNITY POOL CENTER I I I / - - - _ - - - -- - - •, -, : - - -- -- - - -- - -_- -- - - -- -- - -� _ / / / STORY IT CENTER 30,000SF v 1\v1\ vv1 y ; �\\ O i/ BLOq 4 --I . 114 K 1A - ' I 'NCKI I I ---AMU --- --_ _ _--@IM7@L1LQN �—-0 __ �.. . _.. -... .._ IV, 1. FL- \ - _ - i _ - - w EXISTING _ - _ _ - - K• _ _ / / z ¢ SALAMANDER STREET v .__ - _ ` �� _x —'l p w O" / / _ ._� -- --- I - - - I I w i m v (PUBLIC ROAD-- / // --�� ------------- JOB NO. -U� / i_ - 3 - — i a _ - - - - -----T I I 1111 I -� 182150Q __ _CEMETERY __-__---- - 1ArTTlSCALE BOCK86 SCALE --- __-----_ o 0 60 _ _ I I I I - / / IN FEET ) 8 / -�Y, 1 inch = 60 ft. _ - - I i - ..... \ �� % STORMWATER MANAGEMENT NARRATIVE: � ,� `�jyr�H III I �/' ��. -__ -�i" ���i� ♦� - l \�\\\ ®.`I ® I ��/i I I� ( i OVERVIEW: �J` 1 w THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER TREATMENT IS �.�', \ -�� --��-�- _ter / �\ : \\ ® - tse�J \ I I 1: (/ li �\ I� ( \ \ PROVIDED TO MITIGATE THE IMPACTS FROM THE PROJECT'S PROPOSED AND FUTURE IMPROVEMENTS. ® - - v y/ / i`I\ ��__�� THE STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB SWIM REQUIREMENTS. Q SIC R. LLINS� , e / I � l � \ )I I I \ I 1� I THIS PLAN MEETS TWO PRIMARY OBJECTIVES. THIS PLAN PROPOSES TO PROVIDE STORMWATER � 1\ rRE T of srEL A ANE is \ \ ` _ NOTE. HIS L4 OUT I OR MASTER PLANNING OF THE STORMWATER U Lic. No. 035791 1 I I IIII q wvo TELLA ANE THIS MANAGEMENT FACILITY ONLY. ALL CONSTRUCTION OF RETAINING WALLS OR s. , / ` 1' > ) / I ` \ QUALITY AND QUANTITY TREATMENT FOR THE FUTURE DEVELOPMENT OF THE TOWN CENTER, AS WELL I c / \ PLAN IS CURRENTLY UNDER REVIEW AND 1 I I AS TO PROPOSE THE REMOVAL OF AN APPROVED LEVEL SPREADER (LS-11) THAT HAS NOT BEEN 4 I I ♦ GRADING OPERATIONS WITHIN THIS AREA SHALL MEET THE THE NEWLY / / \ 1 i I !P 2/21/22 ty NO MODIFICATIONS ARE PROPOSED 70 ✓ ♦ ADOPTED GRADING ORDINANCE, AS PART OF 18.4.3.3 OF THE COUNTY ZONING ® --\ / ® RoaoseD SWIM FACILITY \ t ( \ \ \ CONSTRUCTED. AT THE TIME OF LS-11's APPROVAL, THE FINAL LAYOUT OF BROOKHILL WAS p� THIS AREA & ITS TREATMENT. / \ UNCERTAIN. HOWEVER NOW THAT IT IS MORE ACCURATELY DEFINED AND THE UPLAND AREAS ARE / / I I I II / %/ -�� �� � -a'-- ♦ ♦ ORDINANCE- - ® --� J `& ACCESS EASEMENT \ I ���� \ \� \ \, \ \ I \ PREDOMINANTLY TREATED WITH MORE RECENTLY APPROVED SWM FACILITIES, ITS NEED HAS - SSIONAL E� •/ /)(I I I I I �� >��� -� J_` - - i �_ ® `- ` \ DIMINISHED. ALSO, THE INSTALLATION OF A LEVEL SPREADER THAT RECEIVES BYPASSED RUNOFF �II I / 2 �� ---__ _ �� ♦ ♦ ♦ _ _ MAPPED / TMgODPL IN a- �� \ �' I FROM A PERENNIAL STREAM IS NOT IDEAL. THIS CONFIGURATION WILL BE DIFFICULT TO INSTALL AND \ WILL LIKELY RESULT IN CONTINUED MAINTENANCE CHALLENGES WITH FREQUENT WASHOUTS. - - �� 0 0 0 0 01 : \s.. A,. � WATER QUALITY SUMMARY ,�®®® _ IT IS ENVISIONED THAT THE FUTURE TOWN CENTER, WHICH IS CONCEPTUALLY SHOWN ON THIS PLAN, PROPOSED c♦OWENTRATED _ _ _ _ ®® _c "� WILL GENERATE A REQUIRED PHOSPHOROUS REMOVAL RATE OF 29.94 Ibs/yr. THIS PHOSPHOROUS OUTFALL #2 Togoz -_--.- ®® y.� LOADING WILL BE MITIGATED VIA THREE BEST MANAGEMENT PRACTICES. THE APPROVED POND 4 AND # illll I I \ / % ) _ _ ♦ - - I d2 _ _ ® ITS LEVEL SPREADER HAVE BEEN EVALUATED WITH THIS PLAN's CURRENT/CONCEPTUAL TOWN CENTER II 1 11I ��J ��♦ ' 0 //- AND HAVE BEEN CONFIRMED TO BE ADEQUATE. THE APPROVED POND 4 AND ITS LEVEL SPREADER / 1 II 1 _� � / / � - \ / �-..., ,, '-- -✓' -- � ® - _ � ♦ WILL REMOVE 25.70 Ibs/yr OF PHOSPHOROUS. ALSO, ANEW LEVEL II 'WET POND B' WILL REMOVE AN ( / - ,x/ . ■ ■ ■ -- ~� / _-- ` \0 ® ``� ADDITIONAL 8.53 Ibs/yr OF PHOSPHOROUS. THIS WILL GENERATE A PHOSPHOROUS CREDIT OF 4.29 V � Ibs/yr (25 70+8 53 29 94). 1 20' OF OLF w/ A ELEV.=4' ® '� ♦ IN ADDITION TO THE AFOREMENTIONED FUTURE TOWN CENTER, THIS PLAN REQUIRES ADDITIONAL 20' OF CHANNEL E EMBANKMENT P O E C WIT - - ® PHOSPHOROUS REMOVAL FROM THE ELIMINATION OF THE LEVEL SPREADER, LS-11. PER THE (BLOC ) UNDERGROUND I �. i i APPROVED WPO PLANS ANALYZING LS-11, A PHOSPHOROUS DEFICIT OF 2.21 Ibs/yr. IS GENERATED IIII I I I I I THISA AREA AND uADTr TR ATM ENOTRUNDER a \ \� ril F,�LTLON FACILITY V®6 i -�FROM THE REMOVAL OF LEVEL SPREADER LS-Si. 0 Q I201800051. NO MODIFICATIONS///IN TOTAL, THIS PLAN MEETS MINIMUM WATER QUALITY REQUIREMENTS WITH A SURPLUS OF 2.08ARE PROPOSD TO THIS AREA & ITS . �' _ - - - - - - _. - - O ' I ', �- Ibs/yr PHOSPHOROUS (4.29-2.21). THIS 2.08 Ibs/yr PHOSPHOROUS CREDIT WILL BE APPLIED TO U ,A \ I T III • STORMWATER QUANTITY TREATMENT. THE _ \ 1 1, BLOCKS 9-11 CURRENTLY UNDER REVIEW (WP0201800086), WHERE ITS BLOCK 11 IS LOCATED m WATER IM ACTED WITH THE REMOVILL BE SLIGHAL OF LS-11 �LY V� `.., - _ _ _ - ) ® IMMEDIATELY ADJACENT TO THIS PLAN's WET POND 'B'. 0 � l/� ) \ II � v ' WATER QUANTITY SUMMARY 'z J v I I �� \ /T \ O THE PROPOSED IMPACTS ASSOCIATED WITH THE FUTURE TOWN CENTER ARE TREATED THROUGH THE O ( i _ ) �a _ ® ,j ATTENUATION IN WET PONDS. APPROVED 'POND 4' TREATS SUBAREA'A' AND'WET POND B' TREATS j 'Z \� I� I I I ■ Tc C0.101q i�� - _ A _ �� ® ® SUBAREA'B'. BOTH SWIM FACILITIES HAVE CONCENTRATED OUTFALLS, WHICH ESTABLISHES THE 111 / __ PROPOSE[ AN5[oN OF POINTS OF INTEREST (POI). APPROVED'POND 4' DRAINS TO POI #1 AND'WET POND B' DRAINS TO POI I \ ° - I I ■ - ���� -_ --- / / ® THE APPR VE MITS OF I #2. CHANNEL PROTECTION COMPLIANCE IS MET FOR POI #1 &POI #2 VIA 9VAC25-870-66, DISTURBA CE UN ER WPO � «. \ zov00037 gMENDrvIINT xz -' , SUBSECTION B.3.a (i.e. THE ENERGY BALANCE CALCULATIONS). FLOOD PROTECTION FOR POI #1 IS I', : �� ! i MET VIA 9VAC25-870-66, SUBSECTION C.2.a WITH A LIMITS OF ANALYSIS SET BY SUBSECTION C.3.c I LAND4WM IN M �// ® __: ® I (i.e. APPROVED POND 4 CONTAINS THE 10-YEAR DESIGN STORM AND ADEQUATELY RELEASES THE LU FunreE DFOlcanoN uPON \� _- - , / I I Ci ! ®.. (f / RUNOFF THROUGH MANMADE PIPES & RIPRAP TO A MAPPED FLOODPLAIN). FLOOD PROTECTION FOR I I I �� - DEMAND FROM THE - - - - L Couen 1 - _ j // ® ® NOI I I - POI #2 IS MET VIA 9VAC25-870-66, SUBSECTION C.2.b (i.e. WET POND B RELEASES A 10-yr oe sm Pc wa --- T- DEVELOPMENT W THAN 1 - PRE -DEVELOPMENT THE LIMITS OF DISTURBANCE ASSOCIATED WITH THE FUTURE S D LOPMEN FLOW LESS T A THE 0 yr PR ELOPMENT FLOW). _ _ - _• - �/� �" ® O TOWN CENTER, APPROVED BLOCK 5 & APPROVED SALAMANDER PO � ' \ ® STREET 35.98 acres. THIS AREA COVERS THE REQUIRED HAUL FROM A STORMWATER QUANTITY STANDPOINT, THE REMOVAL OF LEVEL SPREADER LS 11 DOES NOT TH \ ■ ✓� _ '---�, \a - ® ® ROADS, BUT EXCLUDES BLOCKS 8A, BB & 4A SINCE THESE AREAS _ . MPORARv cNADI AND ' IMPACT ANY OF THE APPROVED WPO PLANS ANALYZING LS 11 CHANNEL AND FLOOD PROTECTION i _ ® RECEIVE WATER QUALITY TREATMENT UNDER SEPARATE VSMP y III I k - O - \ '0 PLANS. THIS 35.98 ac. LIMITS OF DISTURBANCE BOUNDARY COMPLIANCE FOR LS-11's AREAS HAVE ALWAYS BEEN MET SEPARATE FROM THE LEVEL SPREADER IN DD u� Pc soa Ews c ARIAB� �'� I'''1i !' I'�':'p ® DEFINES THE VRRM BOUNDARY FOR WATER QUALITY THE APPROVED WPO PLANS. IN ACCORDANCE WITH THE MOST RECENT APPROVED WPO 201900004's STRUCTION EA MENi \ - - - - I1C STDRB ' I - Q s Dau ENT ■ 11 1 �� -w\ f ® REQUIREMENTS ASSOCIATED WITH THIS PLAN (i.e. THE FUTURE SHEEP C-901, CHANNEL PROTECTION IS MET FOR LS-11's AREA (POI-11) VIA 9VAC25-870-66, SECTION I� II I I I I u� SN1 PG 245 / oe +Pc l7s ., \\ \\'. - - ®\\ `® 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 JED LIMITS OF NETWORK TO A MAPPED FLOODPLAIN). THEREFORE THERE ARE NO PROPOSED STORMWATER QUANTITY DISTURB CE UNDER WPO \ J 1 POST-DEV. A I ♦ ® zov000AMENOMEN7 #1 3 / CHANGES, OR ADDITIONAL REQUIREMENTS, ASSOCIATED WITH THE REMOVAL OF LS-11 . N SUBAREA A - . VA ■ N ���F ® \ ` �� -i w O 1 i 1CN 4ac.8a / �y. ♦ ® A \ f j �• a I WETLANDS L") N /I I 1 � Tc-0.10 hrs. � � ♦ � © TYP. � � I I o I�tl . . ♦ - II I � I \ / ♦ I I � I I 4U A544 UTlltt NENT ■ V / / I I / I 49' RADIUS IENPCRARY DB 54+7 P6 � � � i®.�. EREN NIAL- r ♦ l it \ I I / I I , - - IURN-ARWND EASEBENi -I ■ I _. .�`. STREAM," I 1 I VARIABLE W iH PRIVATE 1� % � I, I � ( � " � � EASEMENT -. ,•.� 5447 PG 60D " r � �� � �I � � � � °� ® TYP. ♦ � .. -� � � '�� I � I� � ' I I I I ,�8 m II p 3 ill I / / ACCESS AN PARKING \� I I I I® • "� �� I \ / II � � ��w � IIII IIII � II� • �� '' ®® V // I c o I h SOUTHERN & WESTERN PERIMETERS \\ I I I • Y h 1 r _ VARIABLE wDTN ACSA OF SUBAREAS A &BARE DEFINED �I L �? BY APPROVED WP0201900004. - 100'OF OLF w/AELEV.-22' V --�+:�II,III a' ��,. ® ®® ��A�� \♦-� �\ �'L p II' I I '.�, _ 145' OF CHANNEL FLOW DOWN \ I �-ea.. ® �� \\ ♦ � �� QL9 om% ` :, , �®�.-� � �_� ) iYi A - V - qw��/ III III I I �A� - w . • �� ■�. ���\� \\\ \ ��CN THIS AREA (BLOCK 4A) RECEIVES STORMWATER SALAMANDER STREET - 58- PUBLIC R/W ( 5274 PC 376) I I QUANTITY QUALITY TREATMENT UNDER 4 _ +� ® "I III APPROVED WPO 201800051. NO MODIFICATIONS I -� - _ - ® ® \y ) ) �� "t W III II\\11 111 \ - - - - - f \�\\ \� i� I� - I O., ARE PROPOSED TO THIS AREA &ITS -vx.,4.� I I p p ( STORMWATER QUANTITY TREATMENT. THE j _ �I _ _ ---� _ ) i 1 IIII \\IIII„I' I ■ \ WATER QUALITY TREATMENT WILL BE SLIGHTLY /� -� Q ®® PROPERTY I\ IMPACTED WITH THE REMOVAL -OF'-/S-11. �. � = \... � Oliit" ` LIMITS, TVP. '�\ \ ® \ \ \ \\/�.� ,� I IIII \ \.�� CV W APPRDV � 'A\ OUTFACE-TIIPOI�k �� ® I ®".\ \\\ \ �_ l / I I ®. ® \\\ \y'L` \\ �- I \ \ \ CONCENTRATE _ ��\ ® � -- I _ - Y w yD AGSA SANITARY -H F 1 A � � ® � II / IB 54 EASEMENT ' ® 4J. �DD 5492 PG 4Tfi / I -•�� A \ - - -� �' ®Ln v IIIIIIIIIIII�III� I�III I (I )I1IIIIIIIII IIII II I 1� 1 I 1 I I)I�I�IIICIIIIIII II \A/�\\\ �\v� im• •��-�- // / ///I11II I i / // �/ �� �-�¢j �m �� �A \I I � ,� �\ � ♦ / ////�// / / � I I I��II I I1 l I � l // J �\� I I \I \I I \\I \\ \ \\ \k�A\ �\1 \\ I \\ \ �( ) �� Lh0 �o \\\o�\A��v\���\�v��wv\v�,��vv�\v;�. \ ��A�\�, ��\E , ��� - �v�v\\ . l 1� ® ��. �� :.:_:)®��I�® \\ �®, AA�v v vv\� °� I�� /�/ l , �:�i::�i::�i:::`.:�'�@�0�:.:., /\\v\�\���\v�` �_ - Q J PP SLOP" w®®® LO. E�S-,PE\ J Q�--I zz w NI \II\ I '�„ III \\ ■ �� /� / / ,2 I ( P \ / /�� - U)GREENMAY, TP.II w z w S® ® C UANTITY AND QUALITY TRE APQPROVED WPO 2019 0 04. NO MOD I' !I \\ I1I I I I)I (I ®- ®s ®STORMWATER QUANTITY TRE®s®�6 WATER QUALITY TREATMENT WILL BE SLIGHTLYQARE PROPOSED TO THIS AIC® ETE IMPACTED WITH THE REMOVAL OF LS-11. OJ QZ \\�VA\ �,�� _ I A ♦ �/_ / . _ , : � � ��� _ /'� � , , I I � I � \ V A � „� / -�Vw � 1 ( , THIS AREA (BLOCK 8B) QUANTTY AND �P �� � -� APPROVED IONSAR201800080.O N0 1 �A �A i✓ // �V \ \ �� _ _�,� D �� �� �� \ MODIFICATIONS ARE PROPOSED � 1 \\\\ -400 i �� TO THIS AREA & ITS TREATMENT. \A� �- \ VA�A V �� JJ ® ' i ��� / �i/ - - �w ��, %���� V v� i20'' SANITARY //� ��� \\\ U7 �� / l 0 ♦ \\ % �'�v� ,\ IIII II1�\�I \ �40° _ j - / I''I Ate _ _ V�_ ♦ �� �', SE �[��EASEM�44 � -- '� ♦ \ ivy �� w J "" 4C� -�� 1 \ IIlopI --- - //� �-�Post-Development &evPae rlkoingmLeontst Impervious Area Summary Uj Subarea POLO G 77,975 sf ODUN9fi IIII �\\\ I III I," �� - �� I I� � 11\ ,�� _ �-fV�. / / ��' ��"`.�...•.,� V " � � � Buildings III j\ sf -- m _ - ,,., 163,225 _ 6 a�� ��� �/ �� = ��/ �� / /� I / Sidewalks 59,875 sf 0 I ° - % w �� ;�/ n�l W eJ / I \ f- �� %/� 501,075 sf O I I - I _ - I III II - - -- - - • • � o CN J I I I � //� / t � � -� \ •.; � I. l � � �J� � '� �- � � l �� / � �- � � _ / � _ /i� I Post -Development Impervious Area Summary Subarea B 1\ % WATERSHED SUMMARY FOR SUBAREA A g w Roads & Parkin Lots 140,225 sf Buildings & Pool Area 69,475 sf Area, 1-year Flow, 2-year Flow, 10- ear Flow, o w / �- ON Y Y Y Sidewalks 5,975 sf a \ /�/ \/� ac. cfs cfs cfs JOB No. 215,675 sf DA A (Pre-Dev.) 60 16.25 2.83 6.07 20.62 / »1 182150 APaRoveO Es 11 (NOT YET A� ��/j /� / \ ��� O DA A (Post-DevJ 86 17.04 0.34 2.17 54.09 CONSTRUCTED) IS PROPOSED TO BE ,' •°• -- / / 7 Overall Acreage Summary VRRM Post -Development Impervious Area Summary SCALE REMOVED WITH THIS PLAN. SEETHE ��'�,� �� / o J // \ _ SWM NARRATIVE ON THIS SHEET FOR ADDITIONAL INFORMATION. III �i w EVEL'SPIREADER (LS f) ORIGINALLY APPROVED UNDER PO 201700037 qND REVISED WITH 0201800013 Pre -Development Post -Development Area, ac. Area, ac. DA A 16.25 17.04 DA B 7.20 6.41 WATERSHED SUMMARY FOR SUBAREA B (Boundary defined by this Project's Limits of Disturbance) 1 TT-� 2� CN Area, 1-year Flow, 2-year Flow, 10-year Flow, Roads & Parking Lots 421,925 sf ac. cfs cfs cfs Buildings & Pool Area 239,350 sf SHEET NO. DA B (Pre-Dev.) 60 7.20 1.52 3.32 11.31 Sidewalks 58,725 sf �j ` - w / i 23.45 23.45 DA B (Post-Dev.) 90 6.41 0.20 1.04 11.18 720,000 sf _V NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENARAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUC77ON 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 PREPARAT70N 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. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITI0NAL 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 SECT70NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN7AL 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. 12.1/DOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECT70N PROCEDURE AND K17H A VDOT OR COUNTY INSPECTOR PRESENT. ROA,O 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. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE 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 7HE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. 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 SPECIFICAT70NS 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. PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 7HE 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, A OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, 7HE 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 VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 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. 8. 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:I.7Y� 3'-6" FRONT ELEVATION HANDRAIL - PRIVATE WALK OR LANDING 5, 1/2"THROUGH JOINT, t_l6 #4 BARS EQUALLY SPACED l'-0"OC MAX SPACING 31, 4 TOP ELEV. OF STEP ELEV. OF STEP RISER T#4 D BARS (TYP) SLOPE TO DRAIN PRIVATE WALK OR LANDING 1/2" THROUGH / JOINT Gv �� n I SIDE ELEVATION 10" STEPS TREAD PLAN CONCRETE STEPS DETAILS TOP OF CONCRETE MIN. WALL qz" SITE RAIL GRADE - I q < a SITE ° WALL NAZI RAIL F,4=yVIN6! DETAIL NOT TO SCALE STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCADON (VAN) LOCADON SIDEWALK -71 FACE 050,505 OF CURB BUMPER - BLOCK 18" PAINT - 4" PAINTED PER WOT SPECSTRIPE . (TYPICAL) MIN. I MIN. MIN. ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/3T47E REOUIREMENT5 HAND/CAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SONS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS PROVIDE RESERVED PARKING ONE (1) R- 7-8 SIGN AT EACH HAND/CAPPED PARKING PARKING SPACE INDICATED ON S17E PLAN. SIGN MLL BE ALUM/NUM (PAINTED NH/7E) WITH GREEN LETTERS AND INTERNA77ONAL HHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-1/2- 0 PAINTED BLACK SET IN 12' OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE AOA REOU/REMENTS ACCESSIBLE E100 - =500 1j100 - Z500 FINE FlNE HANDICAPPED PARKING SIGNS NO SCALE TOP OF 4" 2" R CURB ...;'..... 4: • . a: .• .. .. 7" RIP 6" i If 1, �f6„ 2' 78 STANDARD CG-6 STONE#57BASE6UNDER 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" CONIC. 3000 psi MIN. 77 4" 21-A STONE BASE CONCRETE SIDEWALK Im 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 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 INTMIN 2 INCHES OF THE LOWER BLOCK FACE\ y^•�� ION MIMMUM-� I� - AnchorTTR Diamond® X 2EINFORCEMENT CONNECTION WX(NOT TO SCALE) ®""ANCHOR WALL.,"T"N:. xc I 10.6oV RETNFORCEMENTLENGTH I FINISHED GRADE GEOS_YNTHETIC REINFORCEMENT -I�\\� 4" DRAIN TILE (ELEVATION VARIES) I L 2 6" MDNIMUM COMPACTED GRANULAR LEVELING PAD Wo6 = WIDTH OF OVERSIZING IN- DEPTH OF EXCAVATION L=LENGTH OF GEOSYNTHETIC REINFORCEMENT W"6=(2"DP) +L+6" Anchofm Diamone X 1:1 EXCAVATION OVERSIZING WX(SCALE: 3/8"-V-0") RANI All "OR.ALLR-N.A,a AnchorTM Diamond® X TYPICAL BASE PREPARATION WX (NOTTOSCALE) CH"R.... DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE 2" SM-9.5 SURFACE COURSE 4" BM-25 IIIIIIIIIIIIIIIIIIIIIIIIIII INTERMEDIATE COURSE 8 21-A em/mmal BASE URSE COMPOACTED �\O%�/ SUBGRADE ASPHALT PAVING - STELLA LANE NO SCALE D 2" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 6 21-A BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - DRIVE AISLES TRAVELWAYS NO SCALE 2" SM-9.5 SURFACE COURSE BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - PARKING SPACES NO SCALE 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 0.4XH DISTANCE FROM WALL LO'A1-PERMEA.BILITV SOIL 4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC UPPER WALL STRUCTURAL H �D LOWER WALL FINISHED GRADE 2'-0" TYPICAL /�� 4" DIA. DRAIN TILE \� l=l I I -I II.- 6" 6'G 21-0" �- .3 TO .4 OF H (TYPICAL) WALL PLANTING DETAIL d POINT OF FINISHED GRADE 1 (TRAVEL LANE) (TRAVEL LANE) TYPICAL TRAVELWAY SECTION PROPOSED ORVVEJF'AY ROAD ACCESS DESIGN SPEED.- 15 MPH ELEVATION NEW MADRAX DIVISION GRADER MANUFACTURING. INC. DFUvlE ((ggpppp11 WAUNAKEEI,�� V1S111gg66.397 VAhYl= AX.COM PI M((S6ppSS)) L: SSALMOMAD COM CHECI( a_3X6XN'THICK DESRED MOUNT O l ORAYI 2 EA. &6" SO. HOLETYP. 2 E0. BHB' mHOLETYP. 6„ 12 V7 LAG BOLT L40 BOLT CONCRETE L�LLLLLCCLLLLLQI.9�� CONCRETE ❑ IN GROUND MOUNT(n) ❑ SURFACE GUSSET MOUNT(SO) ❑ SURFACE FLANGE MOUNT (SF) SECTION VIEWS IRCHARGE PRODUCT: UXISGIG(SF,SO) DESCRIPTION: PUP BI RACK 2 BIKE, SURFACE OR IN GROUND MOUNT DATE:6&i4 ENG: SMC CONFIDENTULDR4WNG AND INFORMAIION IS NOT TOM COPIED M DISCLOSED TOOTNESVR MW ECONSENTOFGRABBIMANUFACTURNGNC. SPECIFICATIONS ARE SUMECT TO CHANGE WRHOVT NOTICE. 02014 GRAB ER MANUFACTURING. INC. ALL PRCPMETARY MGM RE6ERM:0. NOTES 1, INSTALL NXEAACKS ACCORDING TOMANUFACTURER56PECIFlWMYIB. 2. CONSULTAWTOSHECTCOLOWWINS. S. EEOFRUAtlR LTO COJSLTOOMIR A WHITE LANI 6 HITE LANE 6"WHITE LANE y WHIT II PR141NG STRIPING STRIPING STRIPING T}� wT smeenRas STRIP °P°I[66 vnamxsi um6 imnv S.4ln�Ta,IS uxn iainFu,a[i 4"wrrta) zT znzE•n:Es E,.N" EL PLL h" 76F/C-F/C TYPICAL STREET SECTION - PRIVATE RI)Pr STELLA LANE) 25 MPH DASfGN sp-r to NOM PARKING TO BE PROMDED'MTH BUMPOUTS /NOT TO SCALAJ ALONG ROADWAY. NOTE: STELLA LANE IS BEING CONSTRUCTED WITH PHASE IC ti Lic. No. 035791,a 2/21/22 R, :?�'SIONAL 'Gl r O M z N � ^J�q LL w O WN ^ '~ V / W > J L z> w z J I- ~� Q O' Lu Q z06 U Lu Y U z Lu O ul CIOU) w J ( I H� � yJ//U)� �� O Jam L I_ V 0C:) O (N U w J H- p w a U) JOB NO. 182150 SCALE AS SHOWN SHEET NO. 10