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SDP202000035 Plan - Revision Final Site Plan and Comps. 2020-11-09
GENERAL NOTES OWNERS: TMPo4600-oo-oo-=9135 STANLEY MARTIN COMPANIES LLC si7so PLAZA AMERICA DRIVE, STE 11oo RESTON, VA 20190 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE,VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE,VA 22902 TAX MAP: 04600-oo-oo-o19135 D.B. 5372, PG.703 1.24 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2o1800011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,2019) -THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA203500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EC) AND AIRPORT IMPACT OVERLAY (AIA) SUBJECT TO CONDITIONS OF SP201500025 SUBJECT TO PROFFERS OFZMA2oi80oon TOTAL PROJECT AREA: BLOCK i- CODE OFDEVELOPMENT PARCEL AREA =12.oACRES BLOCK 1A - 2.24 AC PROPOSED USE:. BLOCK 1A:32 MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) FUTURE BLOCKS: RESIDENTIAL (MIN.4 & MAX. 376) AND NON-RESIDENTIAL (MIN. 50,000 Sf & MAX.130,000 Sf) USES NOTE: THE NEIGHBORHOOD AMENITY AREA AND LINEAR PARK CIVIC SPACE #i DESCRIBED IN THE CODE OF DEVELOPMENT (PAGE 22) WILL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCKS 1, 2 & 5. BLOCK CLASSIFICATION: BLOCK is NEIGHBORHOOD SERVICE CENTER ALLOWABLE DENSITY: 36 UNITS (MINIMUM) TO 4o8 UNITS (MAXIMUM) - 3 DUA TO 34.DUA FOR THE PARCEL BASED ON 12.o ACRES PROPOSED DENSITY: 32 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK 1A) WITHIN 1.24 ACRES BLOCK 1A DENSITY = 3211.24 ACRES TOTAL BLOCK 1A DENSITY = 25.8 DUA REQUIRED OPEN SPACE (BLOCK i): CIVIC/PARKS = o AC GREENWAY = o AC OPEN SPACE = o.o AC BUFFER = o.o AC TOTAL OPEN SPACE REQUIRED = o.00 AC OPEN SPACED PROVIDED: PHASE IA: o.00 AC BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (6o' MAXIMUM HEIGHT). NOTE, BUILDINGS GREATER THAN 3 STORIES MUST STEP BACK A MINIMUM OF 15 FEET AFTER THE 3RD STORY OR PROVIDE A MINIMUM 15 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. SETBACKS: FRONT: NO MINIMUM AND30'MAXIMUM PORCHES: THERE IS NO MINIMUM FRONT SETBACK FOR PORCHES, PER SECTION 2.3.2.1 OFTHE COD SIDE: NO MINIMUM AND NO MAXIMUM SIDE (CORNER LOT): 5' 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) REAR: 5' MINIMUMAND NO MAXIMUM 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 = 20,000 SF (PROPOSED MAX. BUILDING FOOTPRINT IN BLOCK 1A=io,95o SF) LOTSIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OFTHE 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 NOVEMBER, 2019. FIELD VERIFIED BY COLLINS ENGINEERING, DECEMBER 2019. DATUM: NAVD3.9 88 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 MEETTHE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 .1 OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. ADDITION OF FUTURE LIGHTS BEYOND PORCH LIGHTS WILL REQUIRE SITE PLAN AMENDMENT TO COMPLY WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: BLOCK 1 SHALL BE DEVELOPED IN AT LEASTTWO (2) PHASES. RECREATION: NO RECREATION SPACE PROPOSED WITH THE DEVELOPMENT OF THIS PORTION OF BLOCK 1. CIVIC SPACE #i SHALL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCK 2, BLOCK 5, AND THE REMAINING PORTION OF BLOCK 1, IN ACCORDANCE WITH THE BROOKHILL CODE OF DEVELOPMENT. PARKING: (2) PARKING SPACES PROVIDED PER MULTI -FAMILY DWELLING UNIT - (2) GARAGE & (1) DRIVEWAY PARKING SPACE PER UNIT: 32 GARAGE SPACES & 32 DRIVEWAY SPACES TOTAL +GUEST PARKING: ONE (1) PARKING SPACE PER EVERY 4 UNITS REQUIRED: 32 UNITS /4 = 8 GUEST PARKING SPACES + 64 PARKING SPACES = 72 TOTAL PARKING SPACES PROVIDED: 7 PARKING SPACES +32 GARAGE SPACES +32 DRIVEWAY SPACES = 72 TOTAL PARKING SPACES +3 EXISTING PARKING SPACES ALONG SALAMANDER STREET DEDICATED TO BLOCK 1A=74TOTAL PARKING SPACES BURIALSITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE NO PRESERVED OR MANAGED SLOPES ON THIS PORTION OF THE PROPERTY. FLOODPLAIN: THERE IS A too-YR FLOODPLAIN LOCATED IN THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 51oo3Co28oD, DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS IN THE BROOKHILL DEVELOPMENT FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. THE APPROVED FDP PERMIT # IS 2oi600004. THERE IS NO FEMA FLOODPLAIN LOCATED WITHIN THE LIMITS OFTHIS DEVELOPMENT. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING: STREETTREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS WITH THE PREVIOUSLY APPROVED ROAD PLANS FOR ARCHER AVENUE AND SALAMANDER STREET. LANDSCAPING IS PROPOSED FOR THE INTERIOR TRAVELWAYS AND PARKING AREAS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH: EACH BUILDING UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. TRASH CONTAINER TO BE STORED WITHIN GARAGE. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER LAND AREAS: OPEN SPACE: o.00 AC (o.o%) BLOCK 1A DEVELOPMENT LOT:1.24 AC (i00%) IMPERVIOUS AREAS (BLOCK 1A ONLY): TRAVELWAYS/PARKING: 0.415 AC (33%) SIDEWALKS: 0.04 AC (3%) BUILDINGS/DRIVEWAYS: o.6o5AC (49%) LOT AREA/LANDSCAPING: o.18 AC (is%) TOTAL: 1.24 AC AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE SHEET 1A & 1B. TOTAL PROPOSED UNITS: 32 UNITS (15%OFTOTAL UNITS FOR AFFORDABLE UNITS) TOTAL PROPOSED AFFORDABLE UNITS: 5 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS FOR 5 UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAYBE IMPLEMENTED AT THAT TIME. STORMWATER MANAGEMENT: THIS PROJECT IS INCLUDED WITHIN THE BROOKHILL SECTION 1 MASS GRADING VSMP PLAN AMENDMENT #2 (WP02o1700037) BY COLLINS ENGINEERING. THE PLAN 15 CURRENTLY UNDER COUNTY REVIEW. NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA=ao,290 SF TOTAL AREAS OF OTHER FLOORS= 29,58o SF TOTAL BUILDING AREA: 39,87o SF REQUIRED FIRE FLOW (TABLE B1o5,1)=3,500 SF NEEDED FIRE FLOW (5o%REDUCTION FOR AUTOMATIC SPRINKLERS)=1,750 BROOKHILL -BLOCK 1A FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA r z LL.r _7 In UEi iS TMP 46-19B6 CROCKETT CORPORATION DB 5011 PC 170. DR 5107 PC 148, DB 5121 PC 644 BROOKHILL APARTMENTS LLC DB.5346, PC.251 TMP 46-1981 36.372 AC. DB 5133 PC 445 19.05 AC. 3 4 0 W 3h�, .• m �o I I BUI ING k2 14 APAR MENTUN S I T 1 I pi P4 NEW AR ASEW EASEMM SEWER ABANDON 70 BE Ae xoa Eo _ SALAMANDER STREET (PUBLIC ROAD, D.B. 5274, PG. 376)_ 58' WIDE - SPEED UMIT 25MPH N599125' 89 CEMETERY 5 Mir 21 AAUCH, RLES R & I -YYm - El OGLES Y JR TSC TMP 46 18E -- DB 10.7 636 ��• ( '>'h-.,�.�rt-, "^-1-,-..,.,,,,,_,�.,,,,,, i 10.76 C. SC HAUGH, CHARGES R & } NJ OGLESBY JR T TMP 46-18E7 J i DB 5295 PG 636 3.18 AC. _ - S j \ i 4 r - fi- II 111 I. 1 4 � I i 18 APAR MENT UNITS I I - -- ------- -----� --- -----_ NOTES: 1. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS, SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 5. THIS PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND PMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OFTHE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. 6. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL,8TH EDITION. CODE 230 WAS USED FOR THE DEVELOPMENT PROPOSED 32 DWELLING UNITS ADT RATE - 5.86 VPD PER DU =188 ADT (94 ENTER/94 EXIT) AM PEAK RATE - 0.44 VPD PER DU =14 VPD (3 ENTER/11 EXIT) PM PEAK RATE - 0.52 VPD PER DU =17 VPD (22 ENTER/6 EXIT) SITE POLO GROUN�--` VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS 1B PROFFERS 2 BROOKHILL OVERALL MASTER PLAN 3 BROOKHILL BLOCK PLAN 4 EXISTING CONDITIONS 5 SITE PLAN 6 GRADING, DRAINAGE, & UTILITY PLAN 7 NOTES & DETAILS 8 NOTES & DETAILS 9 DRAINAGE MAP AND CALCULATIONS 10 UTILITY PROFILES 11 LANDSCAPING PLAN 13 TOTAL SHEETS BUILDING NOTES' 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. DUE TO THE REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. 4. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALUE 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. LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT, VARIOUS WITH EACH SHEET Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) EXISTING CONTOUR zoo PROPOSED CONTOUR 506.71 TC 506. 21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 TW 506. 27 aw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXIS77NG GUARDRAIL PROPOSED FENCE 00 OO Oo (D 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT/R. C?LLINS� Lic. No. 0357914� pow 11/03/20` �`SIONAL E�Gl I_ V, Z z 0 a L 0 Z O J r co _ / Q O � [ z L V/ H � f > [ W ` ce E O O O N Q n 00 o M N n z l' ! a � N 4 ^^ 0. goW N WNcr� Cn WQJ Q Lu z _j s J \ �� a / c ® U) LL W LU O 3 NJ s L.L LU Q T� O UU ° 0 0 W ' Y U " w O o Ul``^^ J a V/ CO 0 1 �_ z z LU w J z CD z w U) H� Tz i 0z 0 J�� J<O a Qo v o n/ o LLL x W � U w a J � U ~ w L w L w a L JOB NO. v 182150 0 SCALE a a 1 ['=60' SHEET NO. n m 1 s 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-DO-00-01800, 04600-00-00-019A1, 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 OGLESBYHAUGH; CHARLES R. HAUGH & E. J. OGLESBY JR., TRUSTEES- CROCKETT CORPORATION a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGiNIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned NMD (Neighborhood Model District) CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-018AO; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Parcel 04600-00-00-019BI; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019133, and 04600-00-00-019B4; 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 "Brookbill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations 41 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 aciciowledges 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 Proiects. A. The Owner shall contribute cash on a per "market -rate" dwelling anit 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 mY ($ ) 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 prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty - sever and 57/100 Dollar, ($5,447.57), other than 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 to paragraph 4C. The Owner or its successors in interest resen-e the right to meet the affordable housingobjective through a varier of housing es, including but not limited to for sale units, rental units, J � Y g types, g accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, (defined 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 andprequlify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner that the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for applicable For -Sale Affordable Housing Unit the P uP Y PP g 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 (12C) 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 (V) 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 (501b) 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 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. Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be established and approved by VDOT during the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall construct all intersection and turn lane improvements along Route 29, conceptually depicted on the Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth (50") dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be 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, bonding 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 Housine 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 by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable HousingUnit may be increased u to three percent 3% . Y P P ( ) 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 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 Conve ante of Interest. All deeds conveying an interest in the For -Rent Affordable O Y Y< g Y 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 -Rem 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 copy of the rental or lease 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 (I OOOth) 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 SM. 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 Management. 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 recent) ended the "Annual Percentage Change"). B wa of example, the first annul Y Y ( gY Y P 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 $ P Y 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 Y 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 ] have been completed that results in what would otherwise have been a total Cash Contribution equal to the total P q 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 of the first (1 ") CO issued for a dwelling within the Project, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public 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 withwater, 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 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 the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County has not so requested, (or VDOT has not approved the traffic signal within that time period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails. Parks and Civic Spaces. The Owner shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type 1 primitive nature trail, shall be established within the Greenway as described within the Code of Development. The general location of the Trail Network 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 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 (500tb) 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 however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear a notation that the Greenway area is dedicated for public use. If, at the time the County requests dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision 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 "RW SA"), 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 for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 4 of 11 Services Department. At the option of the County, and in lieu of the construction of a school, a public park may be established by the County on the Elementary School Site. 8. Public High School or Institutional Use Site. Within one year 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 high school, and/or such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly - dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 9. Historic Resources. A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as art of the Section 106 Review under the National Historic Preservation Act of 1966 A P (NIiP ), which is administered by the Virginia Department of Historic Resources (DHR). B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and if) 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 licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the same instrument. [Signature Pages to Follow] Page 8 of 11 SCOTT/R. Ct?LLINS'? Lic. No. 035791111 5/27/20 .14 0 N z O Vl U m Z w O to in z � o r > z w rr LU W 0 0 w N N v'i n o Ln m in L9 Z W W Z L9 Z Ul Z J J 0 U O ti M M O N 14 CY) t N O O') N N Q LU J J LU F- 0 Q U LU Y U) F- LU LU U) LU Q O O N X w 0 O rr a z J n I LU LL. LL_ O U 0 coJ J J H 0 0 0� co JOB NO. 182150 SCALE N/A SHEET NO. IA WITNESS the following signature: OWNERS offTTax /�Map Parcel 04600-00-00-018AO: e'" By: _r 1 ,17: , /4 ��yCCjHAR,�,LES R. RAUCH By: "NNnO r��N - IZABETH ANN OGL BY G�- Date: 71-.i 8' g O / OWNERS of Tax Map Parcel 04600-00-00-01800: By: 1 2 CHARLES R. HAUGH, 7 US E" By: DOUGLAS`B. OO BY, TRUSTEE Date: J - O - / 9 OWNER of Tax Map Panel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: Q1 IS.yTaw!/� ! ai ArmO. Haugh, Its Resident - Date: W7VL7 S/ 20[ Q Page 9 of 10 PHASE II INTERSE I E IMPROVEMENTS OWNER of Tax Msp Parcel 0460&00-00-018BO: HORNE LAND CORPORATION, a Virginia corporation By: 0_14 N G. Y'-flZ.c�. Ann O. Haugb, Its President Date: $'I i�0/ 9 OWNER of Tax Map Parcel 04600-00.00-0181)0: CRAFTON CORPORATION,, a�Virginia corporation Ann O. Haugh, Its President Date: %!lay 15� -AG J PHASE III R ADWA\ IMPROVEMENTS PHASE II ROADWAYIMBROVEMENTS )PHASE I INTERSECTION PROVEMENTS , A PHASE I ROADWAY IMPROVEMENTS i PHASE IV INTERSECTION ! IMPROVEMENTS R10 MPUSRe,e I eU• \` / ,- � , 1! ' ✓1 RIa fADMOS MADE 2 ♦ - -\� oouai-rsEE PHASE[ INTERSECTION PHASEIVR ADWAY k MMPROVEMENTS IMPROVEMENTS GUR BROOKHILLTRA C PHASING PLAN \ Y lvo 1^I B i I . - y, UIF�gR 1.- • lao%wsrVliy.Ry\ l" •1.. N KV \ PROSS-WALEDESTR\..- j-o�\ CROSS -WALK \ EXISTINGTREEAREA / ,_ :i I \ BBpp/ \R YntP OODD TRAiLWAYCO TO PPROR EMENTS mil-✓ - i I I CONCRETE AL `^ \ \ \ A GGONNECTON \\ \\ T CO ISTINGiO DEVERQY ALO G CONNECTOR Ul a �.. PATm(/AY C' E 1 " . w - -N _ --ram'--'- _,- V1 II FIGURE C; ASHWOOD BOULEVARD CONNECTION EXHIBIT Page 10 of 11 SE I INTERSECTION ROVEMENTS iRSECTIONi CONSTRUCTI1) NEW WESTBOUND LEFT-TURNLANEONPOLO GROUNDS ROAD WITH 37S� OF STORAGE EXTEND WESTBOUND RIGHT- TURN UNE ON POLO GROUNDS ROAD FROM 5WOF STORAGETO aoo'OF STORAGE CONVERT RIO MILLS ROAD TO A RIGHT IN I RIGHT-OUTOPERATION. iRSECTION r CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (4 LEFT -TURN AND (W RIGHT -TURN UNE. CONSTRUCTON EASTBOUND LEFT -TURN LANEON POLO GROUNDS ROAD WITH i, FEETOF STORAGE IRSECTION 3 CONSTRUCTA RIGHT -IN 1 RIGHT-OU ROADWAY ENTRANCETO ROUTE is CONSTRUCTA NORTHBOUND RIGH TURN UNE ON US Ry WITH M-OF STORAGE SE II INTERSECTION COVEMENTS _ TURN UNE B (:) RIGHT -TURN LANE RESTRIPE PANTED MEDIAN TO PROVIDE WESTBOUND LEFT -TURN UNE ON ASHWOOD BOULEVARD WITH100'OFSTORAGE. RESTRIPE EASTBOUNDASHWOOD BOULEVARD APPROACH TO PROVIC (1) RIGHT -TURN UNE ROADWAY TO PROVIDE(O LEFT - TURN LANE AND W RIGHT -TURN UNE CONSMUCTANEASTBOUNDLEFT - TURN UNE ON POLO GROUNDS ROADWAY WITH iSN OF STORAGE TMP46-r6 ENTMNCETDOIIARR�FTMP46-iSB TMP45-58 ROCKYDALE CHARLOTTESVILLEOAD CONNECTION QUARRY MILLS ROAD AND IVE / \ HORNELA ND CORPORATION TMP45-Go v �j TMP46-i8D CRAFTON CORPORATION OWNER of Tax Map Parcel 04600-00-00-01981: BROOKHILL APARTMENTS, LLC, a Virginia limited liability company By: COG Holdings, LLC, Managing Member By: Haystack Corporation, Marirtger By: Andrev&T�NfoGinty, Its President Date: _ .T� 3/7-0 e BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend agemen Inc. Manager By: Alan R.Tay or, t is President Date: 7Cyyt •� f�, It Page 11 of 11 /40 NOTE: POLO GROUH SHOWNINTHISEXHI FINALDESIGNANDL ROADWAYIMPROVEI _ APPROVED TRAFFIC - CONSTRUCTION PU Y TMP46-a8B HORNELAND CORPORATION FINAL ALIGNMENT OF BERKMAR DRIVE TO BE CONSTRUCTED BY 2017 (PER VDOT i00%CONSTRUCTION PLANS) TMP46-i8D CRAFTON CORPORATION A PROPOSED SALAMANDER ` -- CROSSING(3 TOTAL) a'INVERTED RETAINING WALL9ND CULVERT _W_AD WALL SYSTEM SALAMANDER TUNNEL - : a°ute°,te TMP46-i4A RS THI FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT o cS ` - 6 D 1) P a Q, D/ O L 'ol q 0 PROPOSED 6o+ - ACRE HIGH SCHOOL a e -t SITE p' TMP46-,BB HORNELAND QO ,ell CORPORATION i % ♦ yaf v TMPFTION wG - LFFp, CORPORATION C OORATION I \ PROPOSED?7 ACRE ELEMENTARYSCHOOL SITE FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS O4600-00-00-018AO, 04600-00-00-01900, 04600-00-00-019A1, 04600.00-00.019A2, 04600-00-OD-01961, 04600-00-00-019B3, AND 04600.00-00.01911114 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-01 SAO, 04600-00-00-01800, 04600-00-00.019A 1, 04600-00.00.019A2, 04600-00-00-019111, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS, ZMA 2018-11 proposes to amend Proffer Numbers 1 D, I H, 6, and 8 of the Proffers that were 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, Bud 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 County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 2018-I1. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-I1 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 152- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. f ltf I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero as recorded below, at a meeting held on July 17, 2019. Clerk, Board of County Sup r sous Ane >v-sy Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Mrs, Palmer Y Mr. Randolph _ Y _ ORDINANCE NO. 16-A(9) ZMA 201540007 BROOKHH.L AN ORDINANCE TO REZONE 277.5 ACRES FROM RI -RESIDENTIAL DISTRICT TO NEIGHBORHOOD MODEL DISTRICT (NMD) FOR TAX MAP PARCEL NUMBERS 04600-00-00-01800, 04600-00-00-018AO, AND 0460040-00-01900 WHEREAS, the application to rezone 277.5 acres from RI -Residential District to Neighborhood Model District (NMD) for Tax Map Parcel Numbers 04600-00-00-01800, 04600-00-00,01 SAO, and 04600-00-00-01900 (the "Property") is identified as ZMA 2015-00007, Brookhill ("ZMA 2015-07'�; and WHEREAS, staff recommended approval of ZMA 2015-07 provided that minor revisions Were made to the proffers, the application plan, and the code of development; and WHEREAS, the Planning Commission held a duly noticed public hearing on ZMA 2015-07 on August 16, 2016, and recommended approval conditioned on the applicant making the staff -recommended revisions, as well as an additional revision, and such revisions have since been made. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2015-00007 and its attachments, including the proffers dated October 13, 2016 and signed on October 21, 2016, the information presented at the public hearing, the material and relevant factors in Virginia Code § 152-2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2015-00007 with the proffers dated October 13, 2016 Bud signed on October 21, 2016, the Application Plan dated June 15, 2015 and last revised September 16, 2016, and the Code of Development dated June 15, 2016 and last revised October 13, 2016 I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zwo as recorded below, at a regular meeting held on November 9.20E 6 'Clerk, Board Ai Superviksp� Age Nay Mr Dill Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y _ Mr Randolph y Mr Sheffield Absent RESOLUTION TO APPROVE SP 2015-25 BROOKHHb WHEREAS, the Owners of Tao Map Parcels 04600-00-00-01800 and 04600-00-00-018AO (Collectively, the "Property") filed an application for a special use permit to permit grading activities within the floodplain that would expand the floodplain limits, and the replacements of culverts wrthm the floodplain, on the property, and the application Is identified as Special Use Permit 2015-00025 Brookhill (SP 2015-25'); and WHEREAS, on August 16, 2016, after a duly noticed public hearing the Albemarle County Planning Commission recommended approval of SP 2015-25 with staff -recommended conditions; and WHEREAS, on November 9, 2016, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2015-25 NOW, THEREFORE, BE FT RESOLVED that, upon consideration of the foregoing, the staff report prepared for SP 2015-25 and all of its attachments, the information presented at the public hearing, and the factors relevant to a special use permit in Albemarle County Code §§ I8-30.3 11 and 18-33 8, the Albemarle County Board of Supervisors hereby approves SP 2015-25, subject to the conditions attached hereto sw• I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to zero as recorded below, at a regular meeting held on November 9.2016 Clerk, Board of Counripervisors Ave Nay Mr Dill Y Ms Mallek Y Ms. McKeel Y Ms. Palmer Y Mr Randolph Y Mr Sheffield Absent RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS, Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road Improvement; and 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 County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17, 2019. Clerk, Board of Count pervisors Aye NSV Mr. Dill Y Mr. Gallaway Y_ Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y_ _ Mr. Randolph Y RESOLUTION AUTHORIZING THE COUNTY EXECUTIVE TO SIGN AN APPLICATION, SUBDIVISION PLAT, AND RELATED DOCUMENTS PERTAINING TO TAX MAP PARCEL 046115-00-00-001470 WHEREAS, the County of Albemarle is the owner of Tax Map Purcell 046B5-00-00- OOICO, a piece of land located at the intersection of U.S Route 29 North and Ashwood Boulevard (the "County Parcel"), and WHEREAS, the Places 29 Master Plan depicts a road through the County Parcel providing a connection between the lands to its south being considered for rezomin g under Zoning Map Amendment 2015-00007, Brookhdl ("ZMA 2015-07" and "Brookbill"), and WHEREAS, pursuant to Proffer 1(C) of the proffers offered in conjunction with ZMA 2015-07, the owners would construct a public street that is referred to therein as the Ashwood Boulevard Connection across the County Parcel, and e Ashwood Boulevard hen tit -of -Corr on which the s WHEREAS, inorder to create the pub g y Connection would be constructed, the County Parcel must be subdivided, and WHEREAS, when its construction is completed, the Ashwood Boulevard Connection will benefit the County and its residents by providing an Important multi -modal interconnection. NOW, THEREFORE, IT IS RESOLVED, that, if the Board of Supervisors adopts an ordinance approving ZMA 2015-07, the Board authonzes the County Executive to sign on behalf of the County of Albemarle any application, subdivision plat, easement plat, deed of easement granting a temporary construction easement, and any other related document required in order to subdivide the County Parcel to create the separate parcel on which the public nght-of-way for the Ashwood Boulevard Connection may be constructed. I, Claudette K. Borgersen, 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 five to zero as recorded below, at a meeting held on November 9, 2016 Clark, B�unry rvisors Ave Nay Mr Dill Y Ms. Mallek Y _ Ms. McKeel Y Ms. Palmer Y Mr Randolph Y Mr Sheffield Absent SP-2015-00025 Brookhill Conditions I Prior to final road plan approval or permitting of a land disturbance in the floodplain, the applicant shall obtain from the Federal Emergency Management Agency (FEMA) a Conditional Letter of Map Revision Based on Fill (CLOMR-F), and prior to road acceptance, the applicant shall obtain from FEMA a Letter of Map Revision based on Fill (LOMR-F). In addition, the applicant shall copy the County Engineer on all correspondence with FEMA. Construction of the road shall be TO compliance with approved road plans and the FEMA approved CLOMR-F 2 Any residential or commercial lots and associated streets (public or private) resulting from the subdivision of the Property, with the exception of the am= crossings, shag be located outside of the 100 foot stream buffer (as shown on the Bmok1u11 Special Use Permit & CLOMR Plan, Existing Conditions, Sheet 2, last revised 6/15/16), the Flood Hazard Overlay Disfnc; and preserved slopes on the property Approval of lots located within the stream buffer shall be subject to Subdivision Agent approval. Lic. No. 03579111, s, 5/27/20 1.14 O N Vl ZLU Z O O_ Z O l � : Z1 � � ( Q O In Uwz ~ H of ; I r > r W c : ch O w N N ~ IN r4 m Ln M N 0 CY) z 7- ti cC�-y7)S�i J N W1 0 a1 W N cr) W J J ZJz % _ U) LU 0 LU ' i L9 J LU I< LL. Z T� O U � Q� W U W O Ul U) M �_ �0 1 Z J VJ JLII i 0L O .J O ® O N M U ... w w w d Ln JOB NO. 182150 SCALE N/A SHEET NO. IB No ; To 13 F C,o►fSc Vz- TWD \ � � A ODg V �jc PROPOSED ASHWOOD BOULEVARD CONNECTIONcu � THORN u Z Z 5 27/20 °P v4 / a� �SSIONAL PROPOSED TRAILHEAD ACCESS AREAT R_D UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT �y P W z F�Gl PROVIDE PARKING, AN INFORMATION KIOSK OR MORE INFORMATION ON REQUIRED BUFFER •„ AND A PEDESTRIAN ROAD CROSSING � L� ry m w .� ACCESS THE MULTI -USE TRAILWA p J 90 $HWOOD w n \ / Q W Lu o �- LI ^ " \ FOREST LAKES `" UA l7 o ,Q v` r < I U o 1 I NEIGHBORHOOD %� J �`�. �.`.'_: %r C T � r ` � I � SITE W 5 C ROUTE zg r /E SWOO � PR SP L' L IMPROVEMENT T.M. '. O 1 W G p n"" _ SWM FACILITY#3 COUNTY OF ' t 30'MIN.NATURAL BUFFER .� EMARLE e co u a RfoM7 R ZC Oq0 9 'n YI Z ¢ ROPOSED PRIMITIVE TRAIL WITH ,1 _. �' Z U W p CONNECTION TO FOR I Po n Q PROPOSED `1� © II` / ALBEMARLE COUNTY - I ROAD F� J a Z_ a O PRIMITIVE 1 '`' O -r' BLOCKI3 �,� I -I \\ O z ` TRAILWAY I y, I I (TEP)RVEDSTEEPSLOPE o U � l Z g ° Z w m p z ( I I TRAILS (TYP.) of VICINITY MAP: SCALE: 1" = 2000' h� 0 M U) M 0 GENERAL NO DEVELOPMENT ` 0' ' AN COURT 3I V AREA(TYP.) Z g 0 n ¢ z LuB w { ` / °vS BLOCK IS II ,- 'I--1 < _ OWNERS: TMP oy600 oo-oo-oi800 TMP04600-00-00 oiBAo HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J. OGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. < �/� V / w ¢ m z ^� CS.( o SI" OP "`- ' - f r "'J �' \ -' ri S PR " ' "`-' 435 PARK ST 2575 SEMINOLE TRAIL Q -I; / I ! , ,..._ , r'�r - O LE V CHARLOTTESVILLE, A 32901 CHARLOTTESVILLE, VA 22902 ` A HORNE LAND CORPORATION - -'- �- - \ TMP og600 00 00 oigoo u p / ) --- `I SPACE - \ i �c�, -- � (TYP.) A/ `V" ON CROCK ETT CORPORATION C/O HAUGH &HELVIN Z w '_ 435 PARK ST CHARLOTTESVILLE, VA 22901(7 C9 Lu PROPOSED CIVIC SPACE- ,iP\ \ --� EASTERN POCKET PARK �•', z z f BLOCK lO A �O'� I BLOCK 1 (LOCATION TO BE DETERMINED \ ❑ 4 `' DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 W W o _ EXISTING ioo-YEAR �` \ WITH FINAL DEVELOPMENT PLAN) A, --- O i 90 CHARLOTTESVILLE, VA zz903 rL °C w z_ FEMA FLOODPLAIN TYP. -- �j PROPOSED VEHICULAR (INTERCONNECTION ENGINEER: COLLINS ENGINEERING z z z z ga ACCESS BLOCK 9 i PRO I IVE• \� \� \' 1 / TO THE MONTGOMERY o' MIN. NATURAL BUFFER zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA zzgoz V) Z 0 z < g O w O in a z o 0 - R W Y ;, :, a ROUTE zg ,� `.:.\; \ ��, RIDGE NEIGHBORHOOD o TAX MAP & ZONING: 04600-oo-oo-oiBoo 04600-oo-oo-ozBAo 04600-oo-oo-oigoo �-•+ w f E_ IMPROVEMENT - - \ `,\" -, 1 - ,.d \ - PATHWAY_ -- '`R- p0 _ \ OPEN •, _ O D.B. 73-4 PG. 690 D.B. 1333, PG. 450 D.B. 731, PG. 690 f�-I > U w th x U f U z \ r� N In / POSED CIVIC SPACE SPACE �L _ ALBEMARLECOUNTY �4 I� R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-i RESIDENTIAL W o ac _-! NI MANAGED l BLOCK 11 GREENW ` (TYP.) - �._- P (LOP) 1 1_•-� AY a '` o eoo° TYP. R�. - TOTAL PROJECT AREA oy600-o0-00-01800 _ yz55AG z n z z O U _ (TYP.) a l `, l M O P IMPROVEMENT '- Oe• -\ Poe.-.. O O 'C og600-oo-oo-oiBAo 27.29 AC. g a g c z _ g „ys- O .,•.\ �. .. GREENWAY .� .� C. - BLOCK 18 ' '. o4600-00-00-0100 - 207.66AC. 9 o a o O SWM FACILITY#z GREENWAY=`_ � `�`` (TYP.) �. ° ,.� ,.`F,'� i -', \. VO III (TYP.) '�` UPLAND' ... A °• g - i s-: / .. - > ' �G� z77.5oACTOTAL a pe..° PARK ` e/ PROPOSED 50' BUFFER I PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT Tii z , AROUNDVDOTSTORMWATER ` - e - *- A'" EXISTING ARCHAIC WOODLAND f MANAGEMENT POND > / '° \ DEVELOPMENT III r�l '� ✓ •''� \ '- '• • CAMPSITE AREA TO BE PRESERVED AREA (fYP.) ` TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2oi5. g Lu aPt I - •o \ v, BOUNDARY INFORMATION WAS COMPILED BY LINCOLN a 7- w I'`"'�., '� 5�.. �rrt+ °p°o° +�. - BLOCK 16 ,0� t� SURVEYING ON MARCH 7, 2015. o ° er •eoa ,`�`\ �r'«.r, r� �JI - �E.,;:� DATUM: NAVD w .. j .�°e�._, -. _ ,� .•. rf .=\ EXISTING - p O -mow,.,. ~Y 1s t A °� XISTI ioo-YEAR 1988 ZM CA TRE AM 3UFFER(TYP. - o d see a°• �a�'-� ., ,'.� 4` ,,. :° FLOODPLAIN (TYP.) / - UTILITIES: COUNTY WATER AND SEWER CV vwi BLOCK 0 - L °°`n FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD �n vi ko to �o PROPOSED RIGHT IN -RIGHT OU a< q K \ z 1 T BLOCK L1 �``' '%' DATED FEBRUARY 4, z005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE w 4"'-� _ INTERSECTION IMPROVEMENTS. w� / > � _ SEE BROOKHILL TIAREPORT '< �'> � ! TRAFFIC CIRCLE/ROUNDABOUT MAY ` ALBEMARLE COUNTY f:` „� _ / 1 �i PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH I5 A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. 0 0 0 0 0 I t ' ' ! � I, FOR FURTHER DETAIL v,, MAIN STREET BE CONSTRUCTED AT THEPRESERVED STEEP SLOPE BLOCK 5 °' " + ;. f MONTGOMERY RIDGE -� Nores: 3 BOULEVARD ENTRANCE, INTERSECTION OF MAIN cV (Typ,) NEIGHBORHOOD -i• THE NORTH/SOUTH CONNECTOR ROAD BLOCK / `% �� �;'-', 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. I, ✓ 't�j ) / OPEN '1, gfr; �' SPACE I �� z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE 7 Z (V W Q - (TYPO i OPEN DETERMINED WITH THE SITE PLAN PROCESS. 3' ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH N CL �. -PACE i _�L����i� � - ( •" ( •► 1 (TYP.) ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4- NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE BLOCK i ( l EXISTING ioo-YEAR PROPOSED �q �/ �' OR FOREST LAKES. L Lu FLOODPLAIN (TYP.) RIMITIVE `' - ,�� /���' �`l S. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE T.M. 46 - 18D TRAILWAY �, - t-� - ° CRAFTON CORPORATION i I •`, O� GO OPT EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS LLI J 7 o BLOCK z DEVELOPMENTAREA ` �O GAR b LI TO THE FLOODPLAIN. Z J ` Q BOUNDARY (TYP.) �50 a �'u 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE EACH PRELIMINARY SITE AND Lill \ �� _ I PROPOSED NEIGHBORHOOD CENTER ) - _ C ) 'J IMITS OF PROPO ED REZONING j 18.4.12. SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE c L L J (LOCATION TO BE DETERMINED a WITH FINAL DEVELOPMENT PLAN.) 1 - - - _ _ _ -, - - - - t�, ,P m PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY Q e LLI I— J Q r / }eo i ,. -- DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT z PROPOSED 100' BUFFER ALONG RT. zg C' �_ •" SAFETY ACTION PLAN. Z I- O w i ACRE HISTORIC - 70' NATURAL LANDSCAPE BUFFER BLOCK 4 ° •e I 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN L'LJ1 (/) J � \\ / & 3o'LANDSCAPE BUFFER J BROOKHILLPARCEL BLOCKS __BLOCKS o •' .'•�°e° - ) �' '--� ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FORADESCRIPTIONOFTHE C =, "'I � o i I - - -__ ALBEMARLE COUNTY APPROXIMATE LOCATION OF ' 1 ANAGED STEEP SLOPE �`¢;;. - AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO Q f^ J _ J NOTE: A PROPOSED MULTI -USE PATH GREENWAY HISTORIC MARKER FOR THE (NP) % PROPOSED BY VDOT THE - � ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER EROSION CONTROL MEASURES, AS NECESSARY FOR THE Q Z U J I --I IS ALONG . -, f (TYp,) > .. . ROUTE zg FRONTAGE OF THIS BROOKHILL PROPE - e % +•`--- \ 's - \ ) ' MANAGEMENT, AND DEVELOPMENT. I --a C / , e {g __ / PROPERTY. PATHWAY TO BE - - - - ( PROPOSED zo' BUFFER - / �) i . F 7 I�J ' 1 ---•,'a /./ I L-- '•! 10. CONNECTION POINT(C)ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A < O LLl I� w U LOCATED WITHIN THE VDOTR' , I 1 rz`T7 •�- , I '' '' a '' - LOCATION OF EXISTING PEDESTRIANBICYLE ACCESS CONNECTION. (I) I•'I \\\ BLOCK I 9 UNN CEMETERY TO \.-, lr i� 11. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. ¢ ( Q LuO o REMAIN = \` v u ~ LOCK LINE (TYP.) a° f °o NOTE: ALL STORMWATER MANAGEMENT FACILITIES I % r LEGEND 7 Z [Q A ° RE SHALL BE / „ AND EROSION CONTROL MEASURES 5 I BLOCK 6 ALBEMARLE COUNTY- E "" / ``a` LOCATED OUTSIDE OF THE PRESERVED SLOPES. 9, •• J 1L Q U) ul r „ I t - ? e BLACK 8r PRESERVED STEEP SLOPE dt ROPERTY BOUNDARY (TYP.) GREENWAY PRESERVED SLOPES Z ^Li W Lu �_ � , 1 e� 4:� �, � % z � III TYP. \ / ( ) .. e . b � 'h x NOTE: AREA WITHIN THE 10o BUFFER �- • : _ AND OUTSIDE THE EXISTING TREE O / O VEGETATIVE BUFFER MANAGED SLOPES OPEN SPACE O > W O LIMITS SHALL BE REPLANTED INI EXISTING too-YEAR�,.....`/ r" DEVELOPMENT 9 FLOODPLAIN (TYP.) ••°°•o•je ACCORDANCE WITH THE PLACES2 LIMIT$ O / - °• a- •o WITH HOA APPROVAL, A zo' MULTI -USE PATH FORESTED BUFFER REQUIREMENTS NG BROOKHILL AREA mp') } \', • i - ` �i F1gTH CENTURY - .. -' SHALL BE EXTENDED TO THE ENTRANCE OF - H $E TO REMAIN P G REENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS J J �'QL CL Q COMPONENTS OF BROOKHILL MONTGOMERY RIDGE. THE HOA WILL NEED ` i TO APPROVE THE TRAIL AND EXECUTE ALL T BLOCK 8 DEVELOPMENTAREA , ---, -r a, ° I EASEMENT DOCUMENTS ALLOWING THE !-_ PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE &THE 1 TH CENTURY COMPONENTS OF 9 v J __ '. 1 • :i BOUNDARY (TYP.) CONSTRUCTION OF THE MULTI -USE PATH BROOKHILL y LLI EXISTING too -YEAR FEMA FLOODPLAIN m^ ON HOA PROPERTY. \ O (TYP-) / % OPEN PROPOSED 10' PAVED 1o' MULTI -USE PATH TO BE CONSTRUCTED ALONG SPACE MULTI-PURPOSETR L �'-" PRIMITIVE TRAILWAY O �/ LL o �j, �,: •y" �' THE NORTH SIDE OF POLO GROUNDS ROAD Com Lill £partmen( PROPOSED TRANSIT STOP BE INCLUDED WITHIN OR (TYP) j -TO ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL rQn O i ♦ee° FIIB# LGJ��� Q V `l ROPOSED PEDESTRIAN TUNNEL IMPROVED INTERSECTION `. Ap roves Supervi50rs LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. O FOp�R , AND STOPLIGHT.PCVTN �JE O ®®® EXISTING 10o YR FLOODPLAIN O SEE BROOKHILL TIA REPORT � r F'000 PROPOSED IMPROVEMENT TO -Coo D8f • r STA7- GROUAJp POLO GROUNDS ROAD FOR R�`IP • (�J Co FOR FURTHER DETAILS E RT S R 643(O.B OAD(Soi) TURNLANES- SEETHEPOLO - • • • • STREAMS JUNE 15, 2015 + 483 P. 26 - - GROUNDS ROADWAY 3) - = anner IMPROVEMENT PLAN * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED u w CAL APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE U FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD • '- ���;��' "'"' "`• DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. •fn. ,„ : - zoo o xoo aoo eoo 1o' MULTI -USE PATH n I - w ^ 0 � w w x SEE PROFFERS FOR FURTHER DETAILS . \ 4.46 PROPOSED LOCATION OF HISTORIC MARKER O a In JOB NO. 182150 - -18C \ PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION ( IN FEET) SHEET 1 OF 1 /-� SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN & TRAFFIC TIA. - - 1 inch = 200 ft. PROPOSED ELEMENTARY SCHOOL SITE SCALE N. T. S. SHEET NO. 2 =idR ON .m L 1 N Ln anti °Nm N Ma mm� d CS 11 I11 �� J SF i wI J m w � Q =or L RNRI WAY 100,04 _ SCOTV "4-, U No. 035791 Lic. I� --� to 11/03/20 CD \ BLOCK 13 o° i - ` 11 + �� - z BLOCK z5 I I A YAN COURT 3 1 I \ A I / LUIN 1 1 f a LU 2: l � 000 L K o 000 � - I �` 400 of *40 41 Or \SID 202000008 \ �__ ( �, ♦ r� �1 ��\� W INITIAL SITE PLAN ��, �' �;�P �' f APPROVED - o /o6/2020� 1 QO \ 3 1 SDP202000082 FINAL SITE PLAN � I / i ♦- / 1 UNDER REVIEW ><i✓ S �I � � BLOCK 12 ♦ ---- -- `. � ♦ BLOCK 14 BLOCK 18 �� V V -_ ° _ o oOOoo ° I I op BLOCK 16 ooeVt. BLOCK 4C o r i ' ROAD PLAN v / BL JOKoS (UNDER REVIEW) I I v a, 3 BLOCK e / SUB2017-00117ftft 1 BLOCK 1 I ftft � 1 BLOCK 2 e ��, 1 r ✓ `\ _ z � � I SDP201900078 r I INITIALSITEPLAN -_ --A,,e� \. 1 0 \ BLOCK 17 I APPROVED - 02/21/2020 1-s A °° v V / a----- SDP202000035 ROAD PLAN I e vI K /� I FINAL SITE PLAN APPROVED ` I I `S Q i SUB2oi8-ooll 8 , `I f: ' OHO ;m I UNDER REVIEW 5 - - , Ii \ a k Zo1800050 1 " i - 00. - �, SITE PLAN I � BLOCK 3 PROVED 1 I I BL K A /17/2oi871 0 1 _ -- - \ 0. 1 _ ° 1 /I Iji• 1 _ �_� �_�.oo ° 1 r I00000 I �A ---�-------- - I. P / ' BLOCK AREA SUMMARY o ` BLOCK 19 RO D PL N 1 i (UNDER REVIEW) I BLOCK 6 SUB201 -0011 I I $ �/ 1 Development °00. t o�° Area Per Area (Roads, Proposed /� e°e ' °o� Block Land Use District Bmokhill Area (AProposed Lots, Buildings, Development 1 Area (AC) j � COD (AC) Parking lots) Per Area (AC) °Oo I ° Greenspace/Amenities (ac) D2 1 I ' �r. ♦ �� BLOCK 7 1 000 \\ `\ °,°°O0 °° COD(AC) Civic/ Civic/ Greenway Greenwa Open Open Buffers Buffers Total Total \ 0 ° Parks Parks Space Space Greenspace Greenspace - y 000 P201 00054 >Q. INITIAL SITE PLAN o APPROVED - 09/07/2o18 SDP201900015 _ / FINAL SITE PLAN N VI W 'T 1 \(� I `. .... :.. ............... ...................STATER O OROVND • \ � � � � �' � '•° .........•• SRO ' T. 643 (D.B, 48y D (So) ) 1 P, 263) PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS AND FINAL SITE PLANS Lxz ARE UNDER REVIEW) PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED FINAL SITE PLANS) GRAPHIC SCALE ( IN FEET ) 1 inch = 200 ft. . • _ Required Proposed Required Proposed Required Provided Requu+ed Provrded Required Proposed 1 Neighborhood Service Center 12 12 0 0 0 0 1 0 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2 I3 Urban Density 5.8 5.1 5.8 0 0 0 0 0 1 3A Urban Density 3.3 L 3B Urban Density 1.8 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 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 4C Urban Density 6.58 - 2.31 1.46 0.85 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2 7 Neighborhood Density 17.7 11.9 0 2.9 4.7 1.1 8.7 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 8A Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 88 Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 9 Neighborhood Density 9.6 1 6.8 0 1.8 0 2.8 4.6 , 10 Neighborhood Density 4.6 3.4 0 1 3.6 1 1 1 1 0.1 1 4.7 11 Neighborhood Density 5.7 3.2 1.2 8.2 1.3 0 10.7 I12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 1 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 I 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 1800 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 16 Neighborhood Density 1 9.7 1 1 8.4 1 0 1.8 1.3 0 3.1 " 17 Neighborhood Density 1 15.8 1 1 11.8 1 0 3.3 3.8 0.2 7.3 III 18 Neighborhood Density 34.4 27.3 0.7 4.4 3.8 2.6 11.5 19 BrookhillHooseParcel 3.2 3.2 0 0 0 0 1 1 0 - Total 1 223.9 1 1 168.8 1 1 10.3 1 1 53.6 28.8 1 1 16.0 1 1 108..7 F_ o i a to WJ E O Q � to F Q w ' W 0 0 w to i > z w of IN `\^ N o M o Ln C lf1 n � LUCT)z ti c� N W CD (r� N �+ > Q z W Q z C J > Fj Y U w L.L Op m 0 Q1 L U U O � U J W ® 2 � Y MJ O I U) W W m L�U/ LL U) �4 W J� Q O O ® O N uj U w J H O w of _ d JOB NO. 182150 SCALE 1 rr=200' FSHEET NO. 3 456 - - 31.38' �S59°04'25"E 'LAND RESERVED FOR FUTURE DEDICATION UPON DEMAND EX. STORM WATER MANAGEMENT (ACCESS FROM THE COUNTY. (D.B. 5107 PG. 148) (10 1 o - o � I N � - - / _— -- -- - -- - - 454 N59'04'25"W o 31.38' Ln v BLOCK 1B EXISTING ARCHER AVENUE GENERAL NOTES: 1. A 100-YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D. NO FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY, 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE PROJECT SITE. 4. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS RECORDED IN DB. 5121, PG,689-701. 6, PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE RECORDED IN DB. 5121, PG. 676-688. 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED PLANS AND MAY NOT MATCH THE CURRENT, EXISTING TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY UNDER CONSTRUCTION. Lic. No. 035791 11/03/20 r4 z 0 J c Z Lu < O z 0 J C u \ � � w � H z c ` H u c Wc LI C 'u c N59 04 25"W N N N N 120.36_ w Q in I'l m a O m n \ Ln ti CROCKETT CORPORATION TMP 46-18A1 DB 5274 PG 376 CURRENTLY UNDER CONSTRUCTION 2.96 AC. SEE PLANS UNDER TMP 46-19B6 0) ILZ4:' SUB202700217 CROCKETT CORPORATION Lu IT z DB 5011 PG 170, DB 5107 PG 148, DB 5121 PG 644 cy� BROOKHILL APARTMENTS LLC \ I DB.5346, PG.251 co Q TMP 46-19Bi ° \ w 36.37 AC. N DB 5133 PG 445 I / co AC. I ^ ` _ _ "3 454 - Lu >I EXISTING j / CV GS N Q I BLOCK 4A � � 1 � coNTouRs BLOCK 3A o H S590 23' 20"W 99.38' -'--------� 4 W � o t'•�o \ at in Lq Mo W S590 04' 25"E \ t W m I 464.49' - •• �P m N BLOCK lA STANLEY MARTIN COMPANIES LLC •; - `_� � 1 o TMP 46 1985 t _ 2 EXISTING 8" DB 5371 PG 703 EXISTING FIRE I SAN. SWR. 1.24 AC. I HYDRA BENCHMARK STIR. TOP=442.40 VARIABLE WIDTH I js j PUBLIC STORM �- I ° 448 DRAIN EASEME — -- j / 4 675 ` - - - - - - - - EXISTING FIRE / DB.5121, �G., -- _ - - - - HYDRANT / - - - — - 46388' - 59°0425 W ° E PROP. 6' DIP WIL B- P��� SALAMANDER STREET (PUBLIC ROAD, D.B. 5274, PC. 376) -- 1*4 EXISTING12" - 26'FIC-FIC - 22'EIP-EIP DIw/L EXISTING a' WIDE SPEED` IWJ 25MPH I SAN. SWR. l — \ y 20' RCSt-WATER- CEMETERY o� EASEMENT BLOCK 8B EXISTING SALAMANDER STREET yY�r' CURRENTLY UNDER CONSTRUCTION HA UGH, CHARLES R SEE PLANS UNDER BLOCK 19 SU6203.800125 - KJ OGLESBY JR T om I TMP 46-18E - DB 5295 PG 636 y tL 10.76 AC. , A HAUGH, I 0 FOR FUTURE � EJ OG - RESERVED {{�y. LAND, fT N UPON DEM AND / TMI / - DEDICA10 a a34 .° FROM THE COUNTY. DB 5 / (D.B. 5107 PG. 148) ) z / A: 2.17 ACRES — wCy) �� n Q / o W J Z J u � ll>^ ^ VJ / ® w �= O 0 o o /i Q o o �l / U / U Z PROPOSED / iiisss w U � EXISTING 12" PROPERTY LINE O DI WIL / Lu - - - - - — — 6 - --- ----- 219.ic ul Lu _ I - -------,.—,.—,.—,.—,.—,.—,._ Y -- JLu� ov - -� - - - - - N59'04'25"W _899.f6- Q N59°04'25 - - - - - - - --- - - -- -� 725,79' CD -- CN BLOCK 6 - — - - 0 w j.y__ y a � JOB NO.. 182150 VS R & I GRAPHIC SCALE / _ .- SCALE JR T I I / 3. n i5 30 60 ,\ 111=.70, f8E1 G 636 , ,� - - SHEET NO. ( IN FEET) G. I inch = 30 ft. 4 BLOCK 4A 1 11 DRAIN EASED DB.5121. PG. i i i i i 31.38' 0 _�_�- •04'25°E LAND RESERVED FOR FUTURE DEDICATION UPON DEMAND Ix FROM THE COUNTY. (D.B. 5107 PG. 148) • a ' N59'04'25"W 0 31.38, ° O ;- EXISTING STREET TREES ALONG ARCHER AVENUE .D �i L EXISTING ARCHER AVENUE CURRENTLY UNDER CONSTRUCTION SEE PLANS UNDER SUB201700117 w PROPOSED VDOT STD. CG-z y SEE DETAIL ON SHEET 7 - o EX. STORM WATER MANAGEMENT ACCESS BLOCK 1B TMP 46-19B6 CROCKETT CORPORATION DB 5011 PC 170, DB 5107 PC 148, DE 5121 PC 644 DB.5346, PC.251 36.372 AC. PUBLIC ROAD OR GREENSPACE SCENARIO i SCENARIO z SCENARIO 3 1CAR M2 "'i aB 2 '^2 g' g MIN MMIIN� GARAGE PARKING MIN MIN i aUR a aSURFACE Z GARAGE PARKING Z °: SURFACE PARKING f SPACES PARKING SPACE 2 SPACES `Z Lic. No. 035791 11/03/20 r.44 'R �a LL PRIVATE ALLEY OR STREET e�& u o z mO a0' MINIMUMTRAVELWAY PAVEJMENTWIDTH Z LOC Z w =2 PUBLIC ROAD O z C NOTES: p < L i. EACH S14GLE FAMILY LOT WILL HAVE A MINIMUN uu Ln F- u IOEWALK;ea OF a OFF STREET PARKING SPACES. !"� z c 5'MIN a. OFF STREET PARKING SPACES WILL BE LOCATED /A w '--' MIN EITHER IN DETACHED GARAGES, ON PARKING a CAR 3' FADS OR A COMBINATION OF BOTH. a GARAGE MIN 3. GARAGES WILL BE A MINIMUM OF tB'DEEP AND PARKING °I, LOCATED EITHER S' FROM OR GREATER THAN 16' o SPACES FROM REAR PROPERTY LINES ADIACENTTO THE u PRIVATE ROAD OR ALLEY. ui 4, GARAGES WILL BE A MINIMUM OF t FROM THE C ate( EDGE OF PAVEMENT OF PRIVATE ALLEY. J GpR4GE 5. ASPHALT PARKING PADS WILL BE BUILT WITH \ / PARKING MINIMUM DEPTH OFFROM REAR PROPERTY THE "u UNES ADJACENT TO THE PRIVATE ROAD OR ALLEY. EACH PARKING SPACE WILL HAVEA J MINIMUM WIDTH OF B'. 6. DRIVEWAY GRADES MUST BE 8%OR FLATTER. THE GRADE TRANSITION BETWEEN THE PRIVATE ALLEY AND DRIVEWAY, BETWEEN THE DRIVE AN[ GARAGE OR PARKING PAD (OR ANYWHERE IN THE SCENARIO 4 SCENARIO 5 DRIVEWAY) SHALL NOT EXCEED 20% GRADE DIFFERENCE. IN THE CASE WHERE THE PROPERTY LINE IS NOT. FEET OR MORE FROM THE EDGE OF PAVEMENT w nC�i r4 N N OR FACE OF CURB OFTHE ALLEY, THE GARAGE SHALL BE A MINIMUM OF 7 FEET FROM Tiff ALLEI 0 \ \ 00 CD EDGE OF PAVEMENT OR FACE OF CURB. M N n ti GARAGE AND DRIVEWAY EXHIBIT PROPOSED 2' VARIABLE WIDTH PARKING VARIABLE WIDTH PARKING TRANSITION FROM ROLL TOP CURB TO CG-6 CURB GRASS OVERHANG AND ACCESS EASEMENT DB. PG. INNER -PARCEL PROPOSED z' GRASS OVERHANG AND ACCESS EASEMENT DB. PG. PROPOSED TEMPORARY I "! INNER -PARCEL CONNECTION PROPOSED VDOT STD CG-6 171 PROPOSED CONA PROPOSED S' REAR TURN AROUND EASEMENT SEE DETAIL ON SHEET? PARKING SPACES PROPOSED?' AREA RESERVED FOR SETBACK AREA RESERVED FOR O `GRASS OVERHANG FUTURE PARKING S59` 23' 20V 99.38' /! FUTURE PARKING - - - -- - ---- - --r - --- ------- - -- -- - ----I IF -------------- 16 (TYP) P.j�rn 3'R q- 5'R 5'R 3R PROPOSED ROLL TOP CURB wa PROPOSED PROPOSED VDOT w¢ PROPOSED ROLLTOP CURE NCE=�7° 1 ! U SEE DETAIL ON SHEET 7 1— 46' ACCESS STD. CG-1z (TYP. T PISTE E Q O w SEE SHEET 7 FOR ROLL-TOP iD ¢ w EASE ENT SEE DETAIL ON SHEET zo ¢ SEE DETAIL ON SHEET? SIGH PROPOSED 1 h n > SIGHTDISTAN CURB ENTRANCE DETAIL n > > 7 n > DRIVEWAY O ' Q CE=17° a BLOCK lA X °' SEE SHEET FOR ROLL-TOP 7 x18' (9' )MIN. 1 I 48'R TEMPORARYTURN AROUND - o F F CURB ENTRANCE DETAIL -SINNER-PARCEL CONNECTION FOR FIRE AND RESCUE SHALL BE CONSTRUCTED, AND REMAIN IY m h 1p 1T -r — — Y ':L — i8 rAl — 4 — T 6' I IN PLACE UNTIL ALLEY IS EXTENDED (TYP. 3 (TY ) PROPOSED VDOT STD CG-6 IN ® ® ® ®1 ® I® ® ' Q J 1 ® ® ® M ® IN Q _ 1 SEE DETAIL ON SHEET �. u II �, II ^ II �� „ p 1 II II y A ,I ,I „ p II II II �� y �� y II Y ,I II ,I TRANSITION FROM 1 Q O_ Q' 1 1 TRANSITION FROM N TRANSITION FROM I I - n < ii n ii it �I ^ '� IL '� ROLL TOP CURB j 1 ROLL TOP CURB PROPOSED i [ o OLLTOP( w u II ° „ It Il Il III a III TO CG-6 CURB 1, o II 1 PROPOSED I TO CG-6 CURB I I DRIVEWAY ; ; TO CG-6 CURB 1 -----�� 3o'ACCESS ANDSTOP 6'DIPW/L-5 I w PROPOSED ,I P IYI n I�I II BUIIIIDING#1 II `il ^ ^ -y-�_ —y 1 30' ACCESS EASEMENT I- 1 a.. ---`----I J-----I T— — --J_--- ----y---- ( x18' MIN. 9 ) -J_----'-------------A- -- T-----J----- PROPOSED GARAGE --I- EASEMENT I" 'I ------------------ - - - - - - - - - - - - - - - - p _ u DRIVEWAY- II II ^ PROPOSED GARAGE 1 I BUILpING #2 I DB._PG._ II v (9 1 MAN. 818APAR^MENTUNTS N III (1o'xzo')TYP. u I I 20' 1 1 PROPOSED5'CONCRETESIDEWALK'I 14 APARTMENT UNITS (1o'xzo')TYP. 1 PROPOSED -° ` ------------------------�I------+r-----�'------------�---'-- - - i li a 30' MAX. SETBACK III PROPOSED 5' CONCRETE SIDEWALK -; -1 1_ _ ------+------------------------------1------ PROPOSED VDOT STD CG 6 30' MAX. SETBACK PROPERTY LINE ------ ------- ---------------------------- E[P-E/P _ PRIMARY ENTRANCE (TYP.) n o Ilr I w d 1 I 24' I .' ° SEE DETAIL ON SHEET? PRIMARY ENTRANCE (TYP. 1 i NEW 20' ACSA F/C-FIE \ -- ,I 11 a N N II 1 ••.. 1 -. PROPOSEDINGRESS/ ... 1 I _' �5� I I EASEMENT TO BE " EGRESS LOCATION 1 1 463.86' '" '2 g8 _ _ I I ABANDONED Al .. - •. .. q _ _z6o.70INTERSECT ION —__.-. F.:- { SIGHTDISTANCE_Zg°{ { { e SIGHTDISTAN .�s� % � �' sroP 5'CONCRETESIDEWALK _ I 1,948VPD TREET PUBLIC ROAD, D.B. 5274, PG. 376 - SIGN - -"`-- 22 E/P-E/P EXISTING5'CONCRETESIDEWALK - (TYP.) -------I 58' WIDE - SPEED _'MIT 25MPH - 26'F/C-F/C DISTANCE TO NEAREST _ - INTERSECTION = 300' 1 C - IJ AREA O MILL &OVERLAY I •• / 3 EXISTING PARKING SPACES z . PER VDO - 1 ,.� TWP .�, . � •s /; Lu M Z N J cr) W BLOCK 3A N O WNcr� W > LU Q co LL. J ® w O ' qz Q J Z2 T� LL U ~ I V / U LU_ J ul C0 co 219,78 1- - LU J LU IY J H JF- LU rr�FT�� o DEDICATED TO BLOCK lA - , - EXISTING SALAMANDER STN59°04'25"' O REET N59°04'25"W 899.66 "\ ° s V O / I ce — CURRENTLY UNDER CONSTRUCTION O O Y 20 ACSA WATER EXISTING STREET' REES1 SEE PLANS UNDER 725.79 \ N EASEENTALONG SALAMANDER STREET SUB2o1800115 CEMETERY i N30,326 1' -zz ,�,, �Y Y BLOCK 6 BLOCK 8B �� U w � • J BLOCK 19 zz LAND RESERVEDLTMAND DEDICATION UPOFROM THE COUN o_ -.......... JOB NO. ••••• ' � 182150 GRAPHIC SCAL�- SCALE 30 o i5 3 -( 6o 111=30' (�IN FEET ) SHEET NO. 1 inch = 30 ft. 5 456 A _ 31.38' °04'25°E ° LAND RESERVED FOP FUTURE - -- - - -- -- - DEDICATION UPON DEMAND EX. STORM WATER MANAGEMENT (ACCESS \ FROM THE COUNTY. V (D.B. 5107 PG. 148) 77 w o 0 N � I 5 454 - -- --- -i N59-04'25"W o 31.38' I / I % I i � � •� I I {j I BLOCK 1B I tl •- - I I NOTE: SEE WPOz01700037 III I i J SALAMANDER DRIVE STORM SEWER / OUTFALL TO POND STORM SEWER FROM EXISTING AND APPROVED BROOKHILL SECTION z MASS GRADING VIRIGIN STORMWATERMANAGEMENT PLP WP02027000, STIR 4-y Lic. No. 035791 11/03/20 r.44 Z z O Lu o z O J c J C O In � H u z c F�1 w 0 c W O O O N a In rl 00 a M N n ti AMENDMENT z FOR BLOCK 3P AF I E&S AND SWM INFORMATION EXISTING UNDER APPROVED BROOKHILL ROAD PLANS FOR SALAMANDER DRIVE y L9 0) i I TMP 46-19B6 PROPOSED BLOCK iASTORM\A\/ r 14 EXISTING ARCHER AVENUE CROCKETT CORPORATION SHALLTIE INTO EXA-o6�� M CURRENTLY UNDER CONSTRUCTION - I I SEE PLANS UNDER SUB201700117 - - - - -- -- _ DB 5011 PG 170, DB 5107 PG 148, DB 5121 PG 644 Z m _ DB.5346, PG.251 cV 36.372 AC. I PROPOSED E z n OWER TRANSFORMERS 454 PROPOSED BLOCK 3` N I I Lu NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAY CONTOURS � T UST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH _ Q o THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) _- ,/ �/ TIE INTO 4S - 1 EX. SANITARY - _ PROPOSED is" PROPOSED 6" PROPOSED 8" CV t O HDPE STORM PVC SAN. SWR SAN. SWR \ SEWER WITH -/ z0'ACSASEWER LATERAL iD13 OGHOUSEMH. d.. ,,.._,-. :.- - . __�.•_------ -- -- --------[DIP ---- ---- -- ----- ----1 -- - SEWER EASEMENT � i / � D 8 j j pSo ��� MH3 - I -- - - - / - _ MH3A J Q LLu 8 - - 7 6.5 _ IDS 5 a 5-=- -___--____ = I===- ---- • ZQ P,I 2.0%-----_-_ 1.€jDfa-- --_s- -----. ---- ---------_- v: r _2.0 85% _BL j a MHl h o m-- o- °- -o o - o- -o 'o- -O -o- ---- -- =n_ -O- °- �O - -- '6- -q - ---- -- - - ---- t-// -y/ c N u, n o ,� ,. _ �o �.o _e --N_ ° W -a - or o- -o- -r- - ,� �- -o-- `O---m u- oi�-�- --�°.°�--^*"�---n ------------- - A _____ _ S w �Q], N O r L� Li >r`$ 4L a. e .r v v a v w v v V v I v /// f--- V 7 C.O. 1 _ o \ - 6 5 I / o r o o En ai .n ----- -----_- / ---------L9 --------- 3I I N I ® Mr N I ® rl I fl I ® Mr < W Q V ® ®i ® ® ® ® ® ®' ® ® ® ® ® PROPOSED 6" HDPE ROOF DRAIN SYSTEM / ASEMENTGE z -- - LLQ J` ,® -- I T7 3 u u i1 11 II I I o u o n o n u I \ r I I I r I 7 R. LATERAL " u u I 1 / ;, II ,� II ROPOSED 6" HDPE ROOF DRAIN SYSTEM C O I I DB._ PG. .ref �� ROPOSED 6" PVC SAN. SW II II II II II 1 II y ' / EXISTING FIRE 6 30' FFE=448.5o I FFE=4W9.27 III FFE=449.27 FFE=449.84 111 FFE="9.84111 FFE=y'p9.17111 FFE=49.17 8 FFE-49.37 II FFE=1r48•So 4 ].DDTe aa'.DDT FFE=449.67 1 FFE-449.67 '1 FFE-450.33 I FFE=1N51.00 I FFE=41151.67 II FFE=45i.67 II FFE=41151.67 I - - � U � HYDRANT GAIt .831 GAR#A48.5g11 GAR=�48.5q GAR#449A711 GAR7t449.z711 GAR=�48.Sq, GAR=�48.5j GAR=448.5o1 GAR=447.83 GAR�449.001 GARt449.o01 GAR*449.67 GARr450331 GAR=453..00ll GAR,451.0011 GAR=�Si.00 I �- c 4hi _ y_ _ a _ T ___-T__-------------------- RET__ T_ _ / (P) 4' FILINE-- (P) 4" FIRE LINE 18A AR�'IMENT UNIIT$ O SERVICE LATERAL � r SERVICEILATERAL j BUILDING #2 1 I I p6 Y \a N (P)FDCLOCATIO I I ----- 14APARTMENT UNMITS \-PROPOSED Ia i- ° �-_---�---_--+-----_�-----------------_ 1 W P z" TYPE K COPPER WATER I P z" TYPE K COPPER WATER C y �!. lil u u it ili o I u I PROPERTY LINE _ w 447D o u 11 o it (P) i.5" METER IN VAULT I j I ',°a (P) FDC LOCATION I II a 11 u u o I '• J --- 3 I I i 448.00 x=67 II xy8.67 II . 44934 -349 34 L-zde.67 x- _449.67 448.6] ' 448.0o a I I 4 96i7 449.i] 446.83 z56p.5o y4 i.i7 .456°a7 SS6 i] X .. - - - W p 6- E I. 6ER R S R R SER I gISER RISERS RI$ 6-RI 3 1 I l _ _ _ ul EXISTIpNG B" \ ,• •� ' - 4v °- x44asD' xa4a6o 44i.6J 44z6J-- %44nso• 44z5 x 44n _ I I ( SAN. SWR. RISER •_ - s• ° e .. J RISER RISERS RISERS RISERS RISERS- - _ - W BENCHMARK 446TW 44n.9"44i.8o '44¢.80, 44i 8o 44i,9� �zz4 44z8 443' 444.0 44�.z 63 4475. ? 44 ;5' e.e 9.z 449 Do,° 8.66 ye:3 i a & W V STR.TOP= 2. O 1\ 446 TW 4465TW -4y6.5 TW o -- 44 4 \ '443BW- 446'S TW _ yy 44zi BW - 46.5TW _4436W BW 4458W ___ P)4'_.90 BEND i-°� LL _ _ 2.6 PROPOSED 6"HDPE ROOF DRAIN SYST 444 - _ N EXISTING FIRE -- ] - R - y4STIE PROP 6"DIP wIL-B � I' -1 EM \ - - HYDRANT . ., �, .:.I- - _.. (P) (2) 4"X4" TEE EXISTING iz" D.I.) " G.V. zz' E P-E P ` + PUBLIC D4 P z BENDS (3 4 / / �A- TREET ROA D.B.D B 52 PG 376\ O( )4 4s EXISTINGzz" WATERLINE -__----_ 1 (z)BLOW OFF ASSEMBLY s- -- SAN AN.EXISTING 58' WIDE - SPEED LIMIT 25MPH (P)(z)4N4'TEE P)1z'x4"T.S.&V. EXISTING 12"D:I, 26T/C-F/C W DI W/L (3) 4" G.V. (P) iz"xq' T.S.&V.. WATERLINE- - __ -(3.) BLOW OFF ASSEMBLY_ - ' E r _=_ -y-- - - i.5"METER IN VAULT -�- I I O , J -------------- -EXISTING SALAMANDER STREET -- - - -- - - -- - - 1 CD - - ---- - 20' AesA-WATER BLOCK 8B I - - - -- - T ., I - -- � ;� - - -- - - - � / CEML LR Y CURRENTLY UNDER CONSTRUCTION -- _ - - -- --- / 1 Y V Ir EASEMENT / SEE PLANS UNDER SUBzoi800is5 ° --- ®� - • I _: r-r-Y,-,�,-,=-Y � r-,��-wY -BLOCK 6 I -- - BLOCK 19 a I JOB NO. 182150 SC L -3 ElfA KNOX BOX SHALL BE PROVIDED ON EACH OF a THE (a) TWO BUILDINGS, THE LOCATION ON 30 D 15 30 60 117-307 w � - -LAND_R_SERVED F R-FUTUR€ V " _ j EACH BUILDING SHALL BE COORDINATED WITH DEDICATION UPON EMAND ` ` THE FIRE MARSHAL'S OFFICE. ( IN FEET ) SHEET NO. 1 �0` FROM THE COUNT - _ _ _ 6 � 1 inch 30 ft. �1 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH 171E TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREA7MENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF 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 RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPEC77ONS THE VIDEO INSPECTI0N SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECT70N PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIRCA77ONS, 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, I SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 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 SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, fI, 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 771E INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC7ON BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ' CURB SECTION AND XS-3C PAN NO SCALE SUNG Z PC �U Spa 20 00 Of O ao 1.6'3 VDOT SID. CURB A DROP INLET (DI-3) 0.5' CONCRETE SIDEWALK CG-6 CURB & GUTTER CG-6 GRADE CURB&GUTTER PLANTING„ STRIP 30' 20' (TRAVELLANE) (TRAVEL LANE) 6' /3=P I PROPOSED TRAVELWAY 15 MPH DESIGN SPEED O s o Go w Slopebreak for drolxtoge• if reg°d. 0 o R- 2 Feet 0' N Or COr B - Bock of Curb o o -- 4 0 .p cf, I^Sir, D C W. D G_ ! I I f I I I o f Sis I! I I I .D Constr. Joint Mainline Edge of Pavement Driveway Entrance Worp Transition _ Roll top curb Part Pion of Entroneee Tronsition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL ROdus Return Warp curb profile to Molch OriveWar enlrOnCe apron yr(We WING A feel each 61 of aprNl fnN above Ki IMIe a . Or..., Enlrae Aron for Rdllop Curo Part Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION 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. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 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 Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING 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. PLANTING STRIP WP 2 CONCRETE PROPOSED TRAVELWAY T.I � 0 1 a I_ TIT I F L E J TRIP GENERATION is=fool I i� TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) 32 TOWNHOUSE/CONDOMINIUM UNITS (CODE 220) ADT: 234 VPD (117 ENTER/ 217 EXIT) AM PEAK: 15 VPH (3 ENTER/ D.2 EXIT) (5" MIN.) 4" CONC. PM PEAK: 18 VPH (ii ENTER/7 EXIT) 300o psi MIN. 4" 21-A STONE BASE CONCRETE SIDEWALK • • it IIIIIIIII IIII IIIII II IIIII IIII IIII IIIII II II II I II II II IIIII II \ i:a}\•yi;:�\•i;:�\•�;:�}\•yi'}\yam; �u\iu\Ui�a:\`• • r PROPOSWD TRAVEZWAY PrRPhrNDICULAR PARKING AS SHOWN ON SITE PLAN 15 MPH DESIGN SPEED M12- NOTE: COIROIERTs OF CURB ROIAPS WRSIST OF THE FOLLOwna RYORALLIC CEMENT SODWALK 1DEF N ININCHES. AREAIN SOUME YARDS) GENERAL NOTES DETECTABLE REQUIRED NING 91RFACET(ARREA INSQUARE Y%�S) I. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OWES. EACH OF ME MOVE ITEMS 15 A SEPAWTE PAY ITEM AMID SHOULD 2. DETECTABLE RANKING STILL BE FROM ME MATERIALS APPROVED LINT FOR M S1NNI FOR INCH CURB OUT RAMP. GETECT RC WHALES PRODUCTSOAT NOT LISTED SHALL MEET DETECTABLE WATS K RANP 12n MA% OF THE SPECIAL PiITED T FOR ETA DETECTABLE O WTHE ARNING SURFACE SH4L BE SUBMITTED TO THE STANDARDS AND SURFACE 4BY MAY 481 M SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP DENY BE PWRm MONOU ICµ1Y WITH RAMP a' FLOW OR BY USING PERMSSBLE CONSTRUCTION JOINT WITH REIXFED BAGS. PROVIDED B 4. U RAMP FLOOR IS PRECISE HOLES M 7 SE FOR DOWEL BAGS SO THAT AO.ENNG FLARED 90k5 CAN SE CAST N RACE AFTER PLACEMENT OF DwI MAX PRECAST RNP FLOW. PRECAST CONCRETE SHULL BE CLASS A -a. TYPE A S. REQUIRED BARS IRE TO BE NO.5 X B" PLACED VCENTER TO COURTS ALONG PERPENDICULAR BOTH SIDES OF 111f1 ROAAP PLOW. MD -DEPTH OFRAMP FLOOR. MINIMUM CONCRETE covER IA•. B. CURB/ CURS MIDI DRTER SLOPE TRANSITIONS µ.U/CEN7 TO CURB ROES ME INCLUDED N PAYMENT FOR CURB A CURB AD GUTTER. , 'nv!`,3 C'V'^' 5'MN7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON TIE BANS W M DIRECTEDRY 2TYPE THE ENGNEER. THEY ME TO BE PROVNm AT INTERSECTIONS WHEREVERANACCE991SLE ROUTE WITHIN THE AONT OF WAY OF A HIGHWAY FACWTY CROOSES A CURB REGARDLESS W WHETHER SIDE11" I$ EXISTING, PROPOSED,OR NONE%ISTENI. IXEY MST BE LOCATED WITHIN PEOESTRMBCROSSWALKS AS SHOWN W RAGS W AS DIRECTED BY THE ENGNEER. ND SHOULD NOT B RE LOCATED BEHIND VEHICLE STOP LRES IX6TING LIGHT POLES. FIRE PARALLEL HYDRANTS, DROP NLETS.ETC. AWE598Lt ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALLv'J NP'.i ACCfSSNE ELEMENTS bF A FACUTY MAT CAN BE APPROACHED, ENTERED JA. Q%' ijF'1156,*;,1iN H' AND USED BY PEDESTRUNS p SvA V pp NI'A teuY,„' R'^A %a'i R Pi 6. FAIN NAY BE PLACED ON RADIML OR TANGENTIAL SECTIONS PROVIDED THAT TXE CURB OPENING IS PLACED TURN THE LIMITS OF THE CROSSWALK MD THAT THE ROPE AT THE CONNECTION OF THE CURB OPENING IS 12 T Y YAT ; gp PERPENDICULAR TO TIE CURS. B' SIDEWALK mT XEAVT�Ip NODE REQUIREMENTS WHEN THE S� 1 MCCWA�DDATATEETTHE TA 4' HAM TRAIIC, REFER TO STANDARD CC-+S. COMMERCIAL ENTRANCE (HEAVY TRUW TRRFIO7 Fqi CONCRETE DEPTH. AT X . 2" HIGHER THAN T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, ` AT MX .SµIE M TOP OF CURB THE MINIMUM ROM SHALL BE THE WIDTH ON THE SXMip USE PATH. 1L WHEN ONLY ONE MAN RAMP IS PROVCED mR TWO CROSSINGS IMMORAL). TYPE C A a'K a'LANDING AREA SHALL BE PROVIDED TO MAIEWER A WWEELCHAR .0 THE CROSSWALK WITHOUT BOUND INTO ME TRAVELWAY. THIS a', a' PARALLEL • PERPENDICULAR LMONG AREA MAY INCLUDE THE MATTER PAN. TRUNCATED p[YE 12. ALL CASES WHERE CMB RAPS INTERSECT A RADIAL SECTION OF 6W 2A C-C CURB AT ENTRANCES W STREET CONNECTIONS TIE DETECTABLE ~ WARN SURFACE AIµL HAVE A FACTORY RADIUS OR BE FIELD -MCCFEO AS RECOMMENDED BY THE MANUFACTURER TO MUCH O O O O O THE BACK OF CURB. LADIHp RMP - .0000 0000000 00 oa0 0000000 000000000000 000 -t e + 0000o 0000aoD0n00000000000000 o 'I BUD, 00 o0oopo 00000000000 -TA DID WMWXG AT NASN OF AT BAIT OF WI8 SEE NOTE 12. - B/3 WNETEA I_Y.VBAME FULL WIDTH OF RAP FLOOR _ DETECTABLE WARNING TRUNCATED DOME I PAT LNIIS INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL VDOT CG-12 DETECTABLE I WARNING SURFACE SPECIFICATION ROAD AND MI STANDARDS MET 1W a REvmpx Dare (GENERAL NOTES) Ds 2 3.Ofi OTAL$ VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CO-4 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 • EDGE OF COSMIC PAVEMENT (AS DETERMNED N FEL01 TACK COAT ME'PROPorm CON ETWATUR JOm = %ISTK, ASPXAi LAYERS PROPOSED ASPHALT LAYERS _EXISND SUNNI PROP. SU®A.SE COMPACTED SUBMI CONSTRUCTION JOINT DETAIL ® REMOVE COSTING ASPHALT LAYERS TO EXISTING SUBBASE IM REPLACE WITH PROPOSED ASPHALT WIDENNG LAYERS ® PROPOSED KNOWN 1 Vr NCH THICK ASPHALT SURFACE COURSE (SEE NOTE D A MEN DO DEiEU HNCRED BY O SE TER AS NECESSARY TO MUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS NOTESI 1. ASPHALT PAVEMENT WIDENING ANAL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE *PROVED BY THE ENGINEER. 2. THE PAVEMENT OEWN FOR ASP AT PAVEMENT WIDENING SHALL MEET ON EXCEED THE DEPTHS AM TYPES OF THE LAYERS OF EXISTING PAVEMENT. ASAARFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL SE TAKEN µWC THE CENTER OF THE.AAIACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CODES ANAL BE $PACED NO MI THAN 500 FEET APART. T THE ADJACENT TRAVEL LANE SHALL BE MI A WOMAN DEPTH OF 14 INCHES A•D REPLACED WITH AN AGPWLT SURFACE COURSE Tp MATW THE FRONOSED PAVEMENT WMENNG SURFACE CWNSE. DRESS WAVED BY tlE ENO EEN. 5. THE ENWEIDR MAY REQUIRE ME MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEIENT GROSS -SLOPE AND ENTECTW SURFACE WtANME. S. EXISTING PAVEMENT WARNINGS AND MMHERR WITWN THE PROTECT LIMITS SHULL BE RESTORED S GUECT TO THE APPROVAL OF ME ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TE-N S I CONFORM TO THE REQUIREMENTS OF SECMW 315 W TIE SPEI PICATIpNS EXCEPT THAT ALL JWNTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT sTRAGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS Ci SECTION 36 OF THE SPECFICATONS. ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION 1. Me FROMMAY BE PRECAST ORCAST IN RACE NOTES 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, a PSI F PRECAST. 3. CUB HAVING A R M W $o FEET W LESS (ALONG FACE W CUB) MALL SE PAD FOR AS RA CUB. A . THE DEPTH OF ORB MAY BE REDUOD AG MUCK M 3' To- GFPM1 W NOIEASfD AS MUCH M 3" fa- UPTMI N WDER THAT THE BOTTOM W CURB WOOL WIM.Ef MFH THE TOP W A CWMff OF THE PAVFIEM s STMICTIRE. OTHERWISE. TIE DEPTH S i0 BE A" AS SIDWM KG N'.USSTTIEAR M ME PB:E NO IS To E T/OE FOT A DE MU W AN BTO BE N DEPTH S. D ON ROADWAYS MEETING THE 2TOOIBMEMS15 TO M EFOR CI A9 9 N APPENDIXCOF MT ROAD IN THE MNURAN TA� ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED Sp "RTOM WDEN �_MA STANDARD 6" CURB 5 m Sox vROwA DEPAT1ETr W TRANSPWrArpx Face of Curb ITnMTt Line I�&n R1R3in 1 I Rlftein ' � 1 1� c -•_+ ~ -- _ BUIWeYB Option' Ares may be conoTete.1 Bottwn of alb may (dlow slope of subbase provided a minimum dept c of 7 inches is maintained. 11t 0in 2O0 in Rolltop Curb COB NOTES: L ENDS m MAY BE PRECAST OR MY M PLACE 2. CMSETE TO BE CLASS AS IF CAST INPLACE. a0W AS F PFICAST. 3. cmumT Dow M GIlTI HAVING A GROW OF 300 FEET LEGS (ALONG SHAUL I PADOFOR AS RADIAL FCOUNNATIpN ACE OF M CURBY DIMMER. W. FOR USE ACTH STAINJS.D OPEN-0RAIED DRAINAGE LaAYvER, T!E BORON M TIE CURB `0 W ADBA� NGCONXS ND TAGO T�IETCEPTH WHE � THE PAVEENT. 5. ILLOWMLE CIITTERU FOR ME USE Ci CG-S a &USED ON ROADWAY CLASSMCATNN AND APPCHGNA R THE ROSPEED D EDESF.MIN SYNIII•T/L N iHF TION W Fd URBAN STANDARDS. D a ' PW • IN D D D D D D, • D TI_ , D----- A OF THECONIRMr01t COMBINATION 6" CURB AND GUTTER ROM AND EDGE STANDARDS ray REVNBN DATE SHEET I OF 1 B02 VMNM GA DEPARTMENT OF ANSPORTAnW L11.D3 I I A'1 -STREET APPROACH SAME SURFACING NAdS TO BEM I M M"MJNE ROADWAY (SEE NOTE 61 sow Ox PLAAE1 G G -------1- fRMIUs TO BE M I RADIAL CUBUTpX SMWH W PLNS1 CUB AND WTTER CSR IMIE TI e -1 M MOTE 0 I- C nomr" P ROTE: WIDTH °P X-0' OR AS - YNYYE ROIDNAT SNOw W FISCAL SEeI qJ PLAN VIEW M MM ROADWAY SLOPE IOPMABDNC CUP E OPnONW1L nuW uEOX suer M - p BLaPE WADE - --_ p MA1lK RO/OWAT ---- ---- ----- Bx YM. ® - p SLOPE CXADE ---- D S.MM CDLmMa CE m CONSTRUCT GRAE CXNDES WITH A PARABBLD CURVE. SECTION A - A LAIC A. SECTION C-C GENERAL NOTES L MEN CO-1 Is USED FORSTREET CONNECTIONS ME WMEOTON MUST BE DESIGNED INACCWDANCI WITH AMNUM POLICY AND ME APPLICABLE REWNEL M OF THE VOOT R0A0 DESIGN HAWµ. NMUM BMW DISTANCE BEDWELENM. 2. MEN THE ENTRANCE MOOR CANNOT ABCOITOYATE THE TURNING REWeEwNTS OF ANTCIRATED HEAVY TRUCK TR/ii1C THE OPM FORSDERN" L (GONE! RNES ACTIN HE LAGS OF THE RAps BE INCREASED TO T. S. MIEN USED IN COLNNCTI N WIN vmAN CG-3 OR WW THE WIB FACE ON THISSTANDARD6 TO BE TEST TOTTHE NOMTA E CURB WNIWRATxN. ♦. SEE STANDARD CCI FOR CIINB RNP DESXRN TO BL =9 WITH THIS STANDARD. 3. MTDM RO W MAY HEWN WA OF A P3R ON OF ORTER TO PRECLUDE AMONG W WATER. ENTRANCE NOTES B. RANG ARE TO OLXLATE MEN CONSTRUCTION LE A FLOW Lee 6 Mmm TO PROVIDE POSTAGE BRANA6E ILTo9S THE ENMAIIE. 7. MA NLI E PAVEMEM SHALL BE CONSTRUCTED TO TIE We LIE RELCEPT ANY sAWAEE srABLBATIR! REOSRFD FOR MAINLINE PAWS WHICH CAN BE OMTrEO N ME ENTRANCE.) e. NAGVL WRB OR COR NATION CURB AND BITTER SMAL HOT BE COLSTBMM BEYOD ME an" LLE EXCEPT FOR REPLACEMENTPUrdOSES. B. THE RSWBE AND MMM..M ENTRANCE GRADE CHANCES O' ME LBTED IN THE ALOWABLE ENTRANCE GRADE TABLE. THERE VALUES ME HOT A lCABLE TO STEET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES exmuDE vauNe GRIME CXMMi G• 0.i E MAYM.Y MOM YOIE THOU 600 VPo 0} 3} YFIML 500.15W VPO Lax ex LOW LESS THAN No VPO zax es NOTES TTCORRECTIONS NOTTOSTREET ROAD AND T"°`E GRANDAM CONNECTION FOR STREET INTERSECTIONS Ev6aH DUE SHEET I OF I 5M AND COMMERCIAL ENTRANCES 4D101 MOM DEPAMIENT OF TRANSPORTATION Lic. No. 035791 1 11/03/20 INAL T; k4 � ti s G s � O Z z 0 LU o Z O J I ca _' . J I I O u LU F- �Z VuJ � i W C n 0 cS'E F.,to TIM m Ln .H L9 M Q N J ■®1 •� co W NINNINNINNIN CD W N cn W > J W Jz� >J� •• 1 P W L.L_ J O 1 Q J Q LU Z U W WI Y U H LU O z J U) Ul'/'L co F_ LU zLU JLU LNLJ V J O It (�•^, (D O O N M ... U w J W 0 d W JOB NO. 182150 SCALE AS SHOWN SHEET NO. 7 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES -10't 10'�y 1 5' III ._. 1 5' 1 F WAId 0 ER SEWER 3 A LDCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER'. 30' MINIMUM . SEE PART 3, PARAGRAPH ➢I SEPARATIDN OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90• TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NITS FIG, W-1 June 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12.THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15.ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. .a a i n GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL eta" IN e, INITIAL BACKFLL B24 IN uIN MIN. MIN MIN. 6" BEDDING fJ68 STONE * STABLE SOIL ROCK ' SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a L INITIAL BACKFILL a MI UNSTABLE B e e 8" MI MIN _ MIN MIN. \ p68 STONE :> , IRANULAR FILL AS f APPROVED BY ACSA \ --STABLE SOI LK' OR ROCz STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.11N0 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION &BEDDING NTS FIG. w-z TD-2 F Z WHEN 1 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 2" FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN HOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 6" NOTE: RESTRAINED JOINT FITTINGS F42* Minimum Certification of 95X compaction required a Galvanized Steel Beam, W12 x 14 (min. size) S min. penetration Into undisturbed soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. VI TD-5 a•• MIN. A ID MH. MI 5/• T}I tY I.QN.w� LOGMNG ABSEMBLY B PAB6 NOTES• � 1. PROVIDE A S" THICK GRAVEL BED BENEATH THE METER VAULT. Z MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED PATH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (1 1/2" METER) NTS FIG. W-7B lU-13 �E E n� �E. pw H� `E �E �L EB LJ I� �a E 0 CL o Eay EOEyO €w wo o � umw w Jr! a m E Ln E _F [ E •a � nnA U u E vam O � I TI" I - - 0 - 1n of �E \m ^E N n� w O O TYPICAL MANHOLE FRAME & COVER RT.S FIGSIO TD-31 FINISHED GRADE -1TI-f fT _TI ITI��'�ITa�LT-TIT ilTli i7Rl l In I I IITI1171T T TRENCH REDUCER a ,•f �2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED SOIL PROFILE VIEW UNDISTURBED SOIL - EDGE .. OF TRENCH 24" MIN ------------ REDUCER 8„ MN 2500 P.S.I. CONCRETE THRUST BLOCK a... 8" MN. UNDISTURBED SOIL - EDGE OF TRENCH :' 24" MN. NOTES: PLAN VIEW NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. z 3 a NTS FIG. W-3D TD-7 PLACE 5' GALVANIZED " WITNESS " POST WITH _ CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT -� TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE -� - ADJUSTABLE VALVE BOX W/ LID IUI F1 M.J. GATE VALVE WATER LINE d IP b L_J 2500 P.S.I. CONCRETE 8 THRUST 0 2'x 2' BEARING AREA. THRUST BLOCK '.d a. A ' a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6). INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TO-9 SEWER SERVICE LATERAL CONNECTION NOTES: 1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2• HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR. SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) a. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4", 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT /7 TREATED FINISHED GROUND MARKER PLUG ENO OF MAIN LINE, i SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TO-33 NOTE HYDRANT MUST BE EQUIPPED WITH CHARLOTTEB- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 8' MIN 2' TO 10• (270T 18"-22"VALVE BOx 7 C0. FT. ,yb8 STONE 41"MIN 8" GATE VALVE TEE 2500 P.5.1. CONCRETE •'+', BASE AND THRUST BLOCK AGAINST .I•• � UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED 0)� RESTRAINED JOINT FI T11NC5 A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT, NOTE 1. SURROUND WEEP HOLES W7 TH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) J. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BO%. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAW NG GROUNDWATER ELEVATION. IF R EOUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S, FIG. W-4 TD-8 GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE � BRONZE GATE BRICK SUPPORTS OR SOLID CEMENT BLOCKS LTYPE "K" SOFT COPPER STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL HE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS FOR WATER LINES 12" AND LARGER. USE 2" A.R.V. AND FITTINGS. 3)IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE ODES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FlG. W-9 TD-zo REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INITIAL BACKFILL" 8"MIN (6" UFTS� EMBEDMENT " THOROUGHLY COMPACTED SPRING ONE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE O HAUNCHING N0. 68 STONE _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NITS FIG. S-3 TD-34 Lic. No. 035791 11/03/20 k4 p�SIONAL ��01� ,w v) Z z O F a Lu o z J DO _2 s < C C C O N u - LU W Z c c ` I W c ce U W F C B Un U7 E i Q Of L W LU W ' U' f Of w n 0 OU Q i n DID o .a L9 ti M QI N J ■� C W N 1 W O00 N cn W >_ J w J\ z P/� VJ LL- Q LU F- F- w ' L9 O Q C6 L0 J T�1 w U � O W Y U F p F- D`a J 111111111111 D Ul �/l V F Z LU LU J Ja� i II..L - U) 11 F- LU a o 0 C) O N M ... U w J w a w UO UO JOB NO. 182150 SCALE N/A SHEET NO. 12 =t tlWas Design Storm Year= 1 1 u 7` / I I I I I n, I Ns_9_1425 31 30 FEE= 4R.So FFE- g.v] FFE=e GAR µ].83 GAR O8. 6M= I I 5107 PC. I I I I V I I I IIIII'II I. III I11 I ` � Ili I li lil, Il li(IIII III : III„ I. STR EXA-04 STR EX A-o DRAINAGE DIVIDE (TYP.) 7 D J � i ' S30-5535'W - -- -- - -- -- --� 5T2r ..........*sf ---- STR EXA oz .................... Y... ........ ....r.......�' ..............���'.'• ■ � II _ I ■ ; '. N59U4'25'W120.36 / ■ I ♦ ♦ 41 s 0 ' ■ ♦ ♦ > A� ■ • • lby ' ■ TMP 46-19116 • ♦� ' i ■ CROCKETT CORPORATION •}� ✓ II - _ ■ DR 5011 PLj 170, DB 5107 PC 148, DB 5121 1'•' 644 ♦ 5 ■ • DO 6346, PC.251 ♦ 1♦ ■ • 36.372 AC. 1k STF ■ • •' JL r ■__. __--------- __ • _____ -- --- ---- ,k' -- - -- STR 2 --_7 z - :STF ICE RINK 32,000 SF :II -- -I • __i • X A-o i .. 1 1 rr R OF-14 APAq ENNN 5 W I --- 3''-.• ..I ......... ................... .. ROOF i I I it S� TRH ' - - -- - ::MANi3EK STREET (PUBLIC ROAD D.B. 5274, PG. 376 ■ _39lift `-SpEE6ttt'2511a�......�...------___- ----------= 10 Design Year: 10 Proiect: Brookhill Block 8B POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FTIFT. INCHES C.F.S. F.P.S. SEC 8 0.71 0.55 0.39 0.51 5.00 6.67 3.4 6 433.50 442.10 269.94 0.0052 15 5.0 4A 61.6 6 0.00 0.90 0.00 1.01 6.03 6.34 6.4 4 442.00 440.85 224.41 0.0067 18 9.3 5.7 39.7 4 0.51 1 0.55 0.28 1.47 6.69 6.15 9.0 2 1 440.75 439.02 174.40 0.0099 18 11.3 7.1 24,6 2 0.00 0.90 0.00 1.47 7.10 6.04 9.0 OUT 438.92 437.00 118.46 0.0162 18. 14.5 8.6 13.7 12 0,43 0.45 0.19 0.19 5.00 6.67 1.3 10 443.33 443.10 27.66 0.0083 15 1 6.4 4.0 6.9 10 0.56 0.55 0.31 0.50 5.11 6.63 3.3 6 1 1 443.00 442.50 78.38 0.0064 15 5.6 4.7 16.5 A09 0.35 0.80 0.28 0.28 5.00 6.67 1.9 A08 435.53 435.38 30.00 0.0050 15 4.6 3.5 8.5 A08 0.55 0.80 0.44 0.72 5.14 6.62 4.9 A07 435.13 434.70 86,66 1 0.0050 18 1 7A 4.4 19.5 A05 0.48 0.90 0.43 4.09 7.51 5.94 24.3 A04 428.65 427.84 88.55 0.0091 30 39.2 8.4 10.6 A04 039 0.90 0.71 1 4.90 7.69 5.89 28.3 A03 426.36 422.00 180.10 0.0242 48 223.5 12.1 14.9 A03 0.00 0.00 0.00 4.80 7.93 5.83 28.3 A02 412.00 407.00 97.35 0.0514 48 325.5 15.5 63 A02 0.00 0.00 0.00 4.90 8.04 5.80 28.3 A01 396.00 378.00 189.19 1 0.0956 48 1 444.2 19.7 9.5 A01 0.00 0.00 0.00 4.80 8.20 5.76 28.3 A00 372.75 370.00 56.93 0.0483 48 315.7 15.5 3.7 A10 1,48 0.30 0.44 0.44 5.00 1 6.67 1 3.0 A07 I 1 1 435.54 1 434.95 117.04 0.0050 24 16.1 3.9 30.1 L=132.64' - R�►67.50, - - )11]5.87' Job#: 182150 Preoared bv: KKWPE INLEF STATION OUTLET WATER SURFACEELEV 1.a D. Q. zw Sa Hr JUNCTION LOSS FINA H INLET WATER SURFACEELEV, RIM ELEV VR H. QIN ViN Q*V V /2g I-h ANCLE HA H 1.311I .511I 436.55 117.04 24 2.96 0.000 0.02 0.9 0.0 A10 0.00 0 0 0.00 NA N/A 0.02 436.57 442.90 37320 56.93 48 28.29 0.000 0.02 2.3 0.0 A01 28.3 2.3 63.69 0.1 0.03 42 0.02991 0.08 NA N/A 0.10 373.30 390.46 38120 188.19 48 28.29 0.000 0.07 2.3 0.0 A02 28.3 2.3 63.69 0.1 0.03 22 0.01259 0.06 NA N/A 0.13 381.33 418.87 41020 97.35 48 28.29 0.000 0.04 2.3 0.0 A03 1 28.3 2.3. 63.69 0.1 0.03. 18 0.00787 0.06 NA N/A 1 0.09 1 410.29 439.50 425.20 180.10 48 28.29 0.000 0.07 2.3 0.0 A04 24.3 4.9 120.2 0.4 0.13 51 0.17865 0.33 NA N/A 0.40 425.60 443.99 429.84 88.55 30 24.29 0.004 0.31 4.9 0.1 A05 1 21.9 4.5 97.65 0.3 OAI 15 0,03089 023 NA N/A 0.54 430.38 444.00 43035 103.41 30 21.89 0.003 0.29 4.5 0.1 A06 11.7 11.8 138.6 2.2 0.76 25 0.47742 1.31 NA N/A 1.61 432.36 442.40 432.36 94.63 24 11.73 0.003 0.25 11.8 0.5 A07 4.8 2.7 12.86 0.1 0.04 8 0 0.58 0.76 N/A 1.01 433.37 442:40 435,90 86.66 18 4.77 0.002 0.18 2.7 0.0 A08 1.9 1.5 2.839 0.0 0.01 8 0 0.04 NA N/A 0.22 436.12 442.43 43638 30.00 15 1.87 0.001 0.03 1.5 0.0 A09 0.00 0 0 0.01 NA N/A 0.03 436.41 442.43 443.50 7838 15 3.32 0.002 0.18 2.7 0.0 10 1.3 1.1 1.356 0.0 0.01 89 0.01132 0.05 NA 0.02 0.20 443.70 44850 444.10 27.66 15 1.29 0.000 0.01 1.1 0.0 12 0.00 0 0 0.00 NA 0.00 0.01 444.11 44833 43820 118.46 19 9.04 0.006 0.75 5.1 0.1 2 1 1 9.0 5.1 46.28 0.4 0.14 43 0.15454 0.40 N/A 0.20 0.95 439.15 446.92 440.22 174.40 18 9.04 0.006 1.10 5.1 0.1 4 6.4 3.6 23.17 0.2 0.07 1 0 0.17 NA 0.09 1.19 441.41 450.75 442.05 274.41 l8 6.40 0.003 0.71 3.6 0.1 6 3.3 4.7 15.76 0.3 0.12 0 0 0.17 N/A 0.09 0.80 442.85 450.75 443.10 269.94 15 338 BLOM 0.63 2.9 0.0 8 O.OD 0 0 0.03 NA 0.01 0.65 443.75 448.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity T00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet m U 'A p N V C , V 0 C 0 N N + ryO. CI O 3 C r O O .1 j O N m c 0 3 `m `v m " m m Z E c m `m m z m c 1p x '9 3 0 r o m c a3 o ... `i rn x N a o II U o- W y o C U 2. E .x a O �, m O C d W y ' 3 II ` C d m FL o _J d cU 0 O U O vi N � rn fn 1= Wo d in m � � ui cJ C7 0 2 4 3B 10.0 0.51 0.55 0,281 1.12 0.00 1.12 0.0075 0.0200 2.0 0.0833 4.1650 7.35 0.72 3.5192 0.1466 0.1256 6.37 1.57 1.00 1.12 0.00 Maximum allowable spread=8.5' 10 3B 14.0 0.58 0.55 0.308 1.23 0.00 1.23 0.0300 0.0200 2.0 0.0833 4.1650 5.87 0.83 3.5192 0.1466 0.1417 9.34 1.50 1.00 1.23 0.00 Maximum allowable spread=7' 12 3B 10.0 0.43 0.45 0.194 0.77 0.00 0.77 0.0300 0.0200 2.0 0.0833 4A650 4.93 1 0.88 3.5192 OA466 1 0.1490 1 7.45 1.34 1 1.00 1 0.77 10.00 1 IMaximum allowable spread=7' - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 1UU% capture IS required at 6.bini INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 ini for capacity and depth) Mannings Coefficient, in is 0.013 Inlet Hydrology Curb and Gutter Inlet v d i N 2 N M 0 O) N .r U O N N > + `> N .t.: O U 3 W Q C U j30 o c Z m w d °yl `0 .., +3 d L, > E J O N 3 % O m VJ <T O 0 O E OO £ Q m F4 •' p, J 01 pl N_3 2 y .k N I II d \ C c O Z. x N Q n 3 O 2 a > _j d CS U U C7 O In in rn of 1- w 6 W W w i3 o 4 36 10.0 0.51 0.55 0.281 1.82 0.00 1.82 0.0075 0.0200 2.0 0.0833 4.1650 8.82 0.64 3.5192 0.1466 0.1138 8.28 1.21 1.00 1.82 0.00 10 3B 14.0 0.56 0.55 0.308 2.002.00 0.0300 0.0200 2.0 0.0833 4.1650 7.04 0.74 3.5192 0.1466 0.1285 12.14 1.15 1.00 2.00 0.00 12 3B 1 10.0 0.43 0.45 0.194 1.26 0.00 1.26 1 0.0300 1 0.0200 1 2.0 1 0.0833 1 4.1650 1 5.91 0.83 3.5192 1 OA466 0.1417 1 9A2 1 1.06 1 1.00 1 1.26 10.001 - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr I j I I II II STIR EX A o: 7 ems. I l I f `1, 1 II II r N59'04'25"W 644.90'' Structure Area Cw to (Acres) (Min.) 2 0.00 0.90 5.0 4 0.51 0.55 5.0 6 0.00 0.90 5.0 8 0.71 0.55 5.0 10 0.56 0.55 5.0 12 0.43 0.45 5.0 ROOF -A 0.13 0.90 5.0 ROOF-B 0.13 0.90 5.0 ROOF-C 0.20 0.90 5.0 Tc conservatively set at 5 min. to account for future development A10 1.48 0.30 5.0 A09 0.35 0.80 5.0 A08 0.55 0.80 5.1 A07 0.71 0.90 5.5 A06 0.43 0.90 5.6 A05 0.48 0.90 5.9 A04 0.79 0.90 6.1 A03 0.00 0.00 6.3 A02 0.00 0.00 6.4 A01 0.00 0.00 6.6 Approved DA to Al reduced with proposed Block I development (approved flow analyzed) PIPE DESIGN in = 0.013 Pipe Hydrology Pipe E w v E 6 c .a=` u r x m E m o m cm m coi 'S E 3 ,e m 9`I x m U E a rn 4 v E m fl ._ 5 o m v E E w x rn i ❑ t E ❑ > G 'Y0 Q 6 u > m S S J c N ❑ LL > LL [C Ppe run: STR-8 - IX STR-A06. 8 6 0.71 0.55 0.391 0.508 5.00 6.67 2.60 3.38 433.50 442.10 2%9 0.013 0.0052 15 5.05 4.38 1.03 6 4 0.00 0.90 0.000 1,009 6.03 6.34 0.00 6.40 442.00 440.85 224.4 0,013 0.0067 18 9.31 5,65 0,66 4 2 0.51 0.55 0.281 1.470 6.69 6.15 1.73 9.04 1 440.75 439,02 174.4 0.013 0.0099 18 11.32 7.10 0.41 2 our 0.00 0.90 0.000 1.470 7.10 6.04 0.00 9.04 1 438.92 437.00 118.5 0.013 0.0162 18 14.48 8.63 023 ape run: STR-12 - STR-6 12 10 1 0.43 1 0.45 1 0,194 0,194 1 5.00 1 6.67 1.29 1 1.29 1 443.33 1 443.10 1 27.7 0.013 1 0.0083 1 15 1 6.38 1 4.03 0.11 10 6 1 0.56 1 0.65 1 0.308 0.502 1 5.11 1 6.63 2,04 1 3.32 1 443.00 1 442.50 1 78.4 0.013 1 0.0064 1 16 1 5.60 1 4.74 0.28 Pipe run: STR-A09- STR-A00 (D(ISTING) A09 A08 0.35 0.80 0,280 0.280 5.00 6.67 1.87 1.87 435.53 435.38 30.0 0,013 0,0050 15 4.57 3.52 0.14 AO8 A07 0.55 0.80 0.440 0.720 5.14 6.62 2.91 4.77 435.13 434.70 86.7 0.013 0.0050 18 7.40 4.44 0.33 A07 A06 0.71 0.90 0.639 1.803 5.51 6.50 4.16 11.73 434.20 430.50 94.6 0.013 0.0391 24 44.73 11.82 0.13 ADS A05 0.43 0.90 0.387 3.660 7.33 5.98 2.32 21.89 430.10 428.75 103.4 0.013 0.0131 30 46A7 9.38 0.18 A05 A04 0.48 0.90 0.432 4.092 7.51 5.94 2.56 24.29 428.65 427.84 ass 0.013 0.0091 30 39.23 8.36 0.18 A04 A03 0.79 0.90 0.711 4.803 7.69 5.89 4.19 28.29 426.36 422.00 180.1 0.013 0.0242 48 223.50 12.10 0.25 A03 A02 0.00 0.00 0.000 4.803 7.93 5.83 0.00 28.29 412.00 407.00 97.4 0.013 0.0614 48 325.54 15.45 0.10 A02 A01 0.00 0.00 0.000 4.803 8.04 5.80 0.00 28.29 396.00 378.00 188.2 0.013 0.0956 48 444.25 19.72 0.16 A01 ADO 0.00 0.00 1 0,000 1 4,803 1 8.20 1 5.76 0.00 28.29 372.75 370.00 %9 0.013 0.0483 48 315.70 15.45 0.06 Pipe run: STR-A10- STR-A07 (IXIST ING) A10 I A07 1 1.48 0.30 0.444 1 0.444 5.00 6.67 2.96 2,96 435.54 434,95 117.0 0.013 0.0050 24 16.06 3.89 0.50 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO.. DIA. (in.) LENGTH* (ft.) SLOPE M) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 8 1 CG-2 14 448.00 VDOTSTD. IS-1 REO'D 7 15 269.94 0.52% 433.50 442.10 HDPE 6 MH-1 CG-2 - 450.75 VDOTSTD. IS-1 REO'D 5 18 224.41 0.67% 442.00 440.85 HOPE 4 DI-313 CG-2 10 450,75 VDOTSTD. IS-1 REO'D 3 18 174.40 0.99% 440.75 439.02 HDPE 2 1 CG-2 - 446.92 VDOTSTD. IS-1 REO'D 1 18 118.46 1.62% 438.92 437.00 HDPE 12 DI-3B CG-2 10 448.33 VDOTSTD. IS-1 REO'D 11 15 27.66 0.83% 443.33 443.10 HDPE 10 1 CG-2 14 448.50 VDOTSTD. IS-1 REO'D 9 15 1 78.38 1 0.64 443.00 442.50 HDPE INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet p N ry N U r s N t N u t 3 o U m n O c m O m H o ia m ° 3o o = rn x 3 B E o ❑ O) a y L N x N Q r a i Q - .0 - d ci U CT O U vi « y u� 3 Co 3 left 0.24 0.55 0.132 0.53 0.00 0.53 0.0200 0,0200 2.0 0.0200 1.0000 4.61 ri ht 9 0.47 0.55 0.259 1.03 0.00 1.03 0.0150 0.0200 2.0 0.0200 1.0000 6.2 i 8 1 3C 1 14.0 1 conbined fbw 1.6 1 1 0.11 1 0.249 1 5.71 Imaximum allowable spread=8.5' - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet C rn N N 0 0 O p 6 C N y U O O ~O O a 9 t = W y y- t m E m Q a t7 d Cf ai « � 3 y rn F d left 0.24 110.55 0.132 0.88 0.00 0.86 0.0200 0.0200 2.0 0.0200 1.0000 5.53 right 0.47 0.55 0.259 1.68 0.00 1.68 0.0150 0.0200 2.0 0.0200 1.0000 7.51 8 3C 14.0 1 ow 2.5 0.16 1 0.344 1 7.89 Maximum allowable spread=8.5' - for inlets draining to stormwater management facilities, where overland flow to facilities Is not available, 11JU%a Capture Is required at 6.bin/nr _t. SC0TT R. LINS'_Z Lie. No. 035791 ,n `P 11/03/20,�4 ;&1nnrAT. EEC'` Z Ou a z to C z L O a Ln F u > w z o of u F■11 ° c / W c W J O CD O N W N N N � QUP) n 00 � M M Ln f\ 'y Lr Z N JJJJ r� M W1 O W N cn W J z LU Q � _j LU ■� ' J L9O U QL < Q Z z _ ,--I Q U !�e Q WYUw w O Ul z m WLU J J W H JLU J� V 0 C:) O N U JOB NO. 182150 SCALE 117=60' SHEET NO. 9 VERTICAL GRAPHIC SCALE MH3 455 STA:15+29.20 RIM:449-75 MHz INV IN. 43533 FROM MH3A STA:io+68.46 INV OUT. 435.03 TO MH2A EXISTING GRADE FUTURE MH- A MHzA STA:18+63�73 RIM:447.58 STA:13+26.42 - - - - - - - - - - - - - - - --------- - RIM: 00- MHi (PROPOSED DOGHOUSE MANHOLE) INV IN. 432-53 FROM MHzA RIM: 447 INV OUT. z. TO MH1 447 75 INV IN. 437.zo (FROM ICE RINK SANITARY SERVICE) STA:1o+o0.00 43 33---_-__----INVIN.434-02FROMMH3 INV OUT. 437,00 TO MH3 RIM:446.67- �_-_- - INV OUT.433.82TOMH INV INz - . 43a.00 FROM MHz INV IN. 430.68 (FROM EX-SAN-ao) INV OUT. 430.50 (TO EX-SAN-19) PROPOSED GRADEr - - - - - - - _ 1445 L---- -__- I 440 435 TIE-IN TO EXISTING 8" SANITARY SEWER WITH A PROPOSED DOGHOUSE MANHOLE AND INTERNAL DROP CONNECTION 8" DIP 430 64.46 LF Qa 0.51% 455 450 445 440 435 430 425 PROPOSED 6" PVC SANITARY SEWER LATERAL TO BUILDING #1 ELEV.432-75 PROPOSED 6" PVC SANITARY SEWER LATERAL TO BUILDING #z ELEV. 434-02 8" DIP 253.96 LF @ 0.51% M O In l0 O 0) In 00 O In .t N O 00 Tl lD In E` .t O E� En Ol LD 00 0) In .t N m ID `t 0S0 O�l It It n W.t O.t 0.0t .t I OS OSD .t n 3' O�D - 1 .t 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 450 PROPOSED 4" CL. 53 DI WATERL 1 445 EXISTING 12" DI WATERLI 1 440 8" DIP 1g8.78 LF @ o.5i% .t .t It N t N 14+00 14+50 15+00 MH3A - MH1 450 PROPOSED 4"4' TEE & 4" G.V. /TO BLDG. #i FIRE LINE PROPOSED 4"x4" TEE & 4" G.V. TO BLDG. #1 WATER METER 445 F/ PRO OSED PE A �BLO� -OFF ASSEMBLY TIE-IN TO ((EXISTING 12" WATERLINE w/ PROPOSED 12"x4" T.S.&V. O 1 0+00 0+50 ERLINE CONNECTION 8" WATERLINE CROSSING PROPOSED WITH BLOCK3A I� II I� PROPOSED STORM SEWER CROSSING I II I� 3 I� 1.aI ------------- - _ ------------------ -- - -- ----- u ----------- ----- --- -- ----- FUTURE 8" DIP 2,2' 330.53 LF @ 0.51% STORM SEWER CROSSING PROPOSED WITH BLOCK3A In N N 1� rl O W OT 00 Ln rl S O N N 0l h rl 00 l0 O n N Ln OT -.tIn H 00 .t mW .t .t 00 .t E� n 3' lD It L6 .t 15+50 16+oo 16+50 17+00 17+50 18+oo 18+50 455 455 EXI PROPOSED 4" CL. 53 DI W, EXISTING 12" DI \ PROPOSED 4"x4" TEE BLDG. #z FIRE LI iTING GRADE -TO 450 L450 �TERLINE PROPOSED 4"x4" TE TO BLDG. #a WATE R & 4" G.V. NE E&4"G.V METER WA WATERLINE &V. BLDG #2 WATERLINE CONNECTION r�l STR:EX A-o6 7 EXISTING GRATE INLET EX TOP=447.75 EXISTING GRADE STR:6 VDOT STD. MH-i m INV IN: 437.0o TO z STIR.. 4 VDOT STD. DI-3B (L=1o') TOP=447.25 o O EX INV IN=430.50 (z4") TOP=449.9z INV IN: 44z.00 TO p -� EX INV OUT=43o.10 (30") INV. IN: 440.18 TO INV IN: 441.43 TO 8 ^ N INV. IN:44633(ROOF-C) INV OUT: 44133T04 H o cf STR:z VDOT STD. MH-1 INV. OUT: 440.o8 TO z p TOP=44692 - ---------------- aD F- 110 INV IN: 439.02TO4 \-- _ --- 0> INV OUT: 438.gzTOEXA-o6 -- ------- --__Ln _ 18" HDPE 1.2' 188.98 LF Oa o.56% HDPE 1-I.62°� 118.46 LF ROPOSED SANITARY SEWER MAIN CROSSING TIE-IN TO EX-STR A-o6, PROPOSED UNDER BLOCK 3A (ICE RINK) FINAL SITE PLAN, SDP 2o1800O49 00 a Ln Lo N o m m m S Itt -t 0 S 00 .fit .fit S 10+00 10+50 11+00 11+50 12+00 12+50 PROPOSED GRADE i8" HDPE 2oi.82 LF @ 0,570A PROPOSED 6" PVC SANITARY SEWER LATERAL �TO BUILDING #z ^' ELEV.435-18 I OT 00 N 0.) OMT 01 00 00) A^7T i� 0.) a s a s a a a s 13+00 13+50 14+00 14+50 15+00 STR-8 - EX-STR-M6 15"HDPE +4 LF @ 0.53°/0 ED SANITARY SEWER LATERAL CROSSING 1xI In rH° � m 0000 �° LD H a � Ln 15+50 16+oo 16+5o 17+00 17+50 18+oo 455 450 445 440 435 430 20 455 I ( IN FEET ) 1 inch = 5 ft. 450 HORIZONTAL GRAPHIC SCALE 50 n 25 50 100 zoo ( IN FEET ) 445 1 inch = 50 ft, 440 435 430 425 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. a. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W L AND 'OF SEPARATION BETWEEN W L & SCOTT R. COLLINS20, Lic. No. 035791 / 1'S / z SANITARY SEWER MUST BE PROVIDED. I a 21 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. Z w 0 =2 Ul O z o ~ u N Lu z c w ` 11111114 u a > c NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN W 11 c ACCORDANCE WITH STANDARD SL-1 AS FOUND IN c THE 2oo8 ROAD AND BRIDGE STANDARDS. li 'u c NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE HDPE CAN BE USED AS AN ACCEPTABLE N N N 0 N SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. lu 19+00 SEE DETAIL ON THIS SHEET FOR HDPE PIPE 4 N rl N N m BEDDING INFORMATION. o Cq M r4 In � r. ti PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FLL TOP OF FILL TOP OF FLL GRWIw LINE H GROUND LIIff H GROUND LIM H V' ROCK OR UNYIELDING D72 SmD%21a EARTH D•12MEtPITX BEDNG A MIN. vm D MAiEPO D->i % I NORMAL EARTH FOUNDATION . vw D p.Xx D� % MEIA7R& MAZ0L " ROCK FOUNDATION uIN"vx. � t D % N- FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE I M LB X D I 63 D I MIN. I.s a O IAN. 69 y D �. to x�. lA %� I_ TOP DF ^x TOP OF FLL TW OF FlLL D•tz^ � /NNNa NNNr/-aauxD N W - a yFl� N - / a /N NC AIM rLREARTH RxOCN q 4 MIN. VIO X �O % BEDDING MATERIR NORMAL EARTH FOUNDATION L El➢ING MIN. I/10 D SO'L % D % BEDDINGNAMRIM (,uA ERIx MN e"," ROCK FOUNDATION MAX M. 24 NIN. I/ID 0 BEDDING EMTH FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL N / OROMOE WITH NOTES: SECTION =OF THE ROM MID BRIDGE GLASSSPEZATNNS. FOR PLASTIC PIPE, THE UWS OF TIE C1+-I BADIffl1 MATERML BULL BE N MID BRIDGE EXTENDED 70 12" t VE THE TOP OF THE PIPE. CLASS I TION 202 OF THE WITH wz Q TIE ROAD NiD BRIDGE ICATICri SEGULAR TIONS GENERM NOTES PIPE NOTES O,SEE NST DN K Plf£ CLLVFATS AFORND E B17,0 TMNFILL N ACCORDANCENBRIDGE AND STORM SEWERS Gp1ERAL NOTES ON STEET wT.W. OF THE WITH FICA MIN 302 OF THE ROM AND BRIDGE ®NITH SE REOIAREMENTS FOR CRUSHER w0! SPECPICATDNS. CRUSHED GLASS CONFORMING5AND26 TO THE USED ® EMBMMAENi AGGREGATE SIZE 25 AND za MAY BE USED N PLM£ of CLASS BICNFlLL. SHMI INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD EEAEE REV MRONA DEnART1ExT OF 111M@ORTATpN w741 DOD 707 EXISTING GRADE 455 STR:6 VDOT STD. MH-i TOP=447.z5 INV IN: 442.00 TO 10 INV IN: 441.43 TO 8 INV OUT: 441.33 TO 4 STR:10 VDOT STD. DI-3C (L=14') TOP=447-00 INV IN: 44235TO1z INV OUT: 442.25TO 6 455 STR:12 VDOT STD. DI-3C (L=14') TOP=447-00 INV OUT: 442.5o TO io 450 445 445 PROPOSED GRADE 440 15" HDPE a7.66 LF Oa 0.54% 440 15" HOPE 35.4o LF Oa 0.710/0 435 1 435 N �01 D wOl It It S .t 10+00 10+50 11+00 STR zZ - STIR 6 0 CA ti M N ^J ® cr) 1..� �1 W O W N U9 W W J J > ~ u^/ IIIIIIIIIIIII!IIIIP 111 LLI LL L9 1 0 0 ' Q d U t--I � I U w O MMMMMMMMMj cl) co Z LLI Lu of J _ F H J w � O Qo O 0 /� O I..L N M u ... w J U 0 w o w a � JOB NO. 182150 SCALE AS NOTED SHEET NO. 10 Landscape Notes: CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON —SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK, ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED. BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48—HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN. PLANTING BEDS. MULCH TO BE DOUBLE— SHREDDEDHARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION PLANT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME I SIZE 1QUANTITY1 CANOPY I TOTAL CANOPY TREES UAP JULMUSAMERICANA'PRINCETON' PRINCETOWELM 2-1/2" cal. 6 397 1 2382 CIS 1QUERCUSSHUMARDII ISHUMARDOAK 2-1/2" cal. 1 5 1 329 1 1645 UNDERSTORY TREES CC CERCIS CANADENSIS EASTERN REDBUD U ht. 11 124 1364 SHRUBS IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY 24" min. 30 23 690 JN IJASMINUMNUDIFLORUM IWINTERJASMINE 24"min. 1 19 1 10 1 190 OFFSITE LANDSCAPING (BLOCK 1B AREA) FOR FUTURE PARKING SPACES QS 1QUERCUS SHUMARDII ISHUMARDOAK 2-1/2" cal. 1 4 1 329 1316 JN IJASMINUMNUDIFLORUM IWINTERJASMINE 1 24"min. 1 78 1 10 780 TOTAL: 8367 LANDSCAPING CALCULATIONS: OFFSITE LANDSCAPING: TOTAL BLOCK iA AREA = 51,967 SF PARKING LOT TREES: 4 ADDITIONAL SHUMARD OAKS (OS) REQUIRED LANDSCAPING CANOPY= 51,967 SF * 2o%= 5,196 SF PARKING LOT SHRUBS:78 ADDITIONAL WINTER JASMINE (JN) PROVIDED ONSITE LANDSCAPING CANOPY= 6,271 SF OFFSITE LANDSCAPING CANOPY PROVIDED: 2,o96 SF PROVIDED OFFSITE LANDSCAPING CANOPY=2,o96 SF TOTAL LANDSCAPING CANOPY PROVIDED =8,367 SF ® ONSITE PARKING & CIRCULATION INTERIOR LANDSCAPING TOTAL BLOCK 1A PARKING & CIRCULATION AREA=14,78o SF REQUIRED PARKING LOT LANDSCAPING=14,780 SF *5%= 739 SF PROVIDED PARKING LOT LANDSCAPING = 4,685 SF (7 CIS TREES & 6 LAP TREES) REQUIRED PARKING SPACE/INTERIOR LANDSCAPING = 7 SPACES * 1 TREE/10 SPACES =1TREE PROVIDED PARKING SPACE/INTERIOR LANDSCAPING =1TREE NOTES: i. STREET TREES REQUIRED BY SECTION 32.7.9.5. OF THE ALBEMARLE COUNTY ZONING ORDINANCE ALONG SALAMANDER STREET ARE BEING PROVIDED ON THE ROAD PLANS (SUB2o18001i5). 2. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SITE DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. 3. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY OF THE DEVELOPMENT. 4. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR THE PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. b 1 •.n �} f a •n I l . I o•I I I EXISTING ARCHER AVENUE CURRENTLY UNDER CONSTRUCTION J SEE PLANS UNDER I \ I� EXISTING STREET TREES SUB20170 117 ALONG ARCHER AVENUE I BLOCK 4A �� INNER -PARCEL CONNECTION i (19)1 W �\ i' I rtzzt 12s, r t lz��t ® z L - I I i I n o n I I n I I n II • Yj (1) Q5 it LI iI it III IL 'I it ' • I� FI II ILII II tl --—————— — — — t -- > I I I I I 6" DIP W/L - B < C �0 w 0 � o Mt BLOCK 1B ROPOSED 2' iRASS OVERHANG — — — — — — BUILDING #1 a o (101IG5 18 APART, M E NT UNITS j I II II II II II II Y r(1) CIS8 8 30' MAX. SETBACK I pl I I it it o o r(7) CC I y (6) UZ G' r — ---- 4M TREET (PUBLIC ROAD, D.B. 5274, PC, 26'F/C-F/C 58' WIDE — SPEED LIMIT 25MPH DISTANCE TO NEAREST INTERSECTION = 300' 00 u ✓w G � z i — _ — 1 EXISTING SALAMANDER STREET w 1 �/ — — — CURRENTLY UNDER CONSTRUCTI N H — — — EXISTING STREETTREES SEE PLANS UNDER ALONG SALAMANDER STREET SUB201800115 I � ®NI BLOCK 8B y• - `-.• ----- ---------a ---- f -- �� BLOCK 19 I DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE&TURNBUCKLES a"xx" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 113 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER ItlI:167:L�1�f:L•1�Jy TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #13 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUNDTRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEV TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE y Tree Planting and Staking Detail Not To Scale Evergreen Tree Planting Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"xz" HARDWOOD STAKES. TREES OF 4" CAL, OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, ANDTURNBUCKLES. LOOP HOSEAROUND TRUNK. FLAG WIRES WITH COURVEYTAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 213 UPTREE z"xa" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 113 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE ti Lic. No. 035791 11/03/20 1.14 ZLu z 0 o Z U J L vl O o LU ~ U z c N w ; o `H Lu w O O O O N Q In r, W Q M N n ti r Lu 7 rl_ M cy� QN z TMP 46-19B6 CROCKETT CORPORATION w DB 5011 PG 170, DB 5107 PG 148, DB 5121 PG 644 1 DB.5346, PG.251 C� 3 6.3 72 AC. O H� W N �+ PROPOSED2' BLOCK 3A ,'/ I Q W i EEL GRASSOVERHANG /' CONNECTION AREA RESERVED FOR VARIABLE WIDTH PARKING Lu AND ACCESS EASEMENT — — — _ (55) JN PROPOSED 5' REAR FUTURE PARKING SETBACK /' J / \ / / > �� Z •-- — --- ---- — — —— ———------- --- ---------- ---- ---- — ----+ / C0 ---- ---- ---- i ----------' __=-==-i-= Ot9 z BLOCK 1A (1) Q�_- S I O - - =— — — — -- — — — 7 I — — — — — — — I — — / Q � —SINNER-PARCEL 1 /' ° U U --- - --- ----- -Iz® ® ® ® ® ® f® i i / W U 0 z h) Qs Q 1 1 ' LLI O _J II II I II II II II I II i i I I I I J J J T —T T T T —J '-----'� 1 — 1 BUILDING #2 I 1 1 1 114 APARTMENT UNITS PROPOSED _.1 1 ---- Q PROPERTY LINE 1 1 LL.I O N (4) CC ' PRIMARY ENTRANCE (TYP.) 1 I I � Ll.l T I W 1948VPD J � I I 1 I I I I co 1 I Lu SIGHT DISTANCE=2 80' " EXISTING S' CONCRETE SIDEWALK J Q o 22 E/P E/P rn O O O LL N W ° >° •d I _ ON v CEMETERY �� 1 o w ��Y J s = a cn _'�Y BLOCK 6 JOB NO. 182150 GRAPHIC SCALE •' I-1 SCALE 0 is 30 6o it F Y� �v SHEET NO. ( IN FEET) 1 1 inch = 30 ft. Z' 11