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Home My WebLink AboutSDP202100098 Plan - Submittal (First) 2021-12-27.'It3�ii�`i�lli• fl/t,`ByY�IICy OWNERS: TMP 04600-oo-oo-oigB6 CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 12901 DEVELOPER: RIVERBEND DEVELOPMENT 455 SECOND STREET SE, SUITE 201 CHARLOTTESVILLE, VA zzgoz ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA zzgoz TAX MAP: 04600-oo-oo-o19B6 D.B. 5346, PG. 251 6.792 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT(ZMAzoi8000ii WITH PROFFERS -APPROVED BY THE BOARD OF SUPERVISORS ON JULY i7,2oig) -THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA2oi500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY DISTRICT (EC), AIRPORT IMPACT OVERLAY DISTRICT (AIA), AND PRESERVED SLOPES & MANAGED SLOPES OVERLAY DISTRICT SUBJECT TO CONDITIONS OF SP2oiS00025 SUBJECT TO PROFFERS OF ZMAzoi8000ii TOTAL PROJECT AREA: BLOCK i-CODE OF DEVELOPMENT PARCEL AREA=1z.o ACRES BLOCK 1A -1.z4 AC BLOCK iB - 6.792 AC FUTURE BLOCK i PHASES: 3.97AC± PROPOSED USE: BLOCK 1A: 3z MULTI -FAMILY RESIDENTIAL UNITS BLOCK iB: 210 MULTI -FAMILY RESIDENTIAL UNITS & (2,65a SF) COMMERCIAL SPACE BUILDING #1: (30) ONE BEDROOM UNITS AND (38) TWO OR MORE BEDROOM UNITS BUILDING #z: (30) ONE BEDROOM UNITS AND (36) TWO OR MORE BEDROOM UNITS +COMMERCIAL SPACE (2,65o sf) BUILDING #3: (34) ONE BEDROOM UNITS AND (42) TWO OR MORE BEDROOM UNITS FUTURE BLOCKS: RESIDENTIAL (MIN. o & MAX. 166) AND NON-RESIDENTIAL (MIN. 5o,000 sf & MAX.130,000 SO NOTE: THE NEIGHBORHOOD AMENITY AREA AND LINEAR PARK CIVIC SPACE #i DESCRIBED IN THE CODE OF DEVELOPMENT (PAGE zz) WILL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCKS 1, z & 5. BLOCK CLASSIFICATION: BLOCK z: NEIGHBORHOOD SERVICE CENTER ALLOWABLE DENSITY: 36 UNITS (MINIMUM) To 408 UNITS (MAXIMUM) - 3 DUA TO 34 DUA FOR THE PARCEL BASED ON 12.o ACRES PROPOSED DENSITY: 210 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK :LB) WITHIN 6.792 ACRES BLOCK iB DENSITY = 21o/6.792 ACRES TOTAL BLOCK iB DENSITY = 30.92 DUA REQUIRED OPEN SPACE (BLOCK i): CIVIC/PARKS = o AC GREENWAY =oAC OPENSPACE=o.o AC BUFFER=o.o AC TOTAL OPEN SPACE REQUIRED = o.00 AC OPEN SPACED PROVIDED: PHASE IB: 0.14 AC GREENWAY (6,o8o SF) & o.37 AC OPEN SPACE (16,030 SF) 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 i5 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. SETBACKS: FRONT: NO MINIMUM AND 30'MAXIMUM PORCHES: THERE IS NO MINIMUM FRONT SETBACK FOR PORCHES, PER SECTION 2.3.2.1 OF THE COD SIDE: NO MINIMUM AND NO MAXIMUM SIDE (CORNER LOT): 5' MINIMUM AND NO MAXIMUM GARAGE SETBACK: SCENARIO z FROM THE COD - PARKING SPACES SHALL BE A MIN. OF 18' FROM THE TRAVELWAY (SEE DETAIL ON SHEET 5) REAR: 5' MINIMUM AND 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 =z0,000 SF FOR NON-RESIDENTIAL USESAND NO MAXIMUM FOOTPRINT FOR RESIDENTIAL USES 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 2o15 AND UPDATED IN MARCH 2O11 FOR EXISTING CONDITIONS. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN DECEMBER 2021, FIELD VERIFIED BY COLLINS ENGINEERING, DECEMBER 2021. DATUM: NAVD 1988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE CONSTRUCTION OF ARCHER AVENUE AND SALAMANDER DRIVE. LIGHTING: ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. SEE LIGHTING PLAN, SHEET ig&zo. PHASING: BLOCK i SHALL BE DEVELOPED I N AT LEAST THREE (3) PHASES. TH I S IS THE SECON D PHASE OF DEVELOPMENT FOR BLOCK 1. SEE OVERALL PHASING AND DEVELOPMENT PLAN, SHEETS. THE BUILDING CONSTRUCTION SHALL BE COMPLETED WITHIN 3 PHASES AS WELL, AS SHOWN ON SHEET 5. 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 z, BLOCK 5, AND THE REMAINING PORTION OF BLOCK 1, IN ACCORDANCE WITH THE BROOKHILL CODE OF DEVELOPMENT. PARKING: RESIDENTIAL PARKING REQUIREMENTS: (1.5) PARKING SPACES PER EACH ONE BEDROOM UNIT 94 ONE BEDROOM UNITS x 1.5 = 141 PARKING SPACES REQUIRED (z) PARKING SPACES PER EACH TWO OR MORE BEDROOM UNIT 11(5 TWO OR MORE BEDROOM UNITS x z = 232 PARKING SPACES REQUIRED COMMERCIAL PARKING REQUIREMENTS: 2,65o SEX 4.75 SPACES/l000 SF =13 SPACES TOTAL NUMBER OF PARKING SPACES REQUIRED: 386 PARKING SPACES TOTAL NUMBER OF PARKING SPACES PROVIDED: 391 PARKING SPACES (1.3%EXCESS PARKING) BICYCLE PARKING REQUIREMENTS: i SPACE PER EVERY 5,000 sf OF COMMERCIAL RETAIL SPACE 2,650 sf 15,000 = i BICYCLE SPACES REQUIRED BICYCLE PARKING PROVIDED: 4 BICYCLE SPACES PROVIDED BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OFTHIS SECTION OF THE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING PRESERVED AND MANAGED SLOPES ON THIS PORTION OF THE PROPERTY AS SHOWN ON SHEET 4. FLOODPLAIN: THERE ISAioo-YR FLOODPLAI N LOCATED I N THE BROOKH I LL DEVELOPMENT PER FEMA MAP ID 51003Co28oD, DATED FEBRUARY 4, zoo5. 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 FOR PERMIT # IS 2o160o004. THERE IS NO FEMA FLOODPLAIN LOCATED WITHIN THE LIMITS OF THIS DEVELOPMENT. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING, DRAINAGE & UTILITY PLAN SHEET FOR THE PROPOSED RETAINING WALL DESIGNS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS, INCLUDING ARCHER AVENUE AND STELLA LANE. 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: A TRASH COMPACTOR IS INCLUDED WITHIN THE DEVELOPMENT PLAN TO SERVICE THE APARTMENT BUILDINGS AND ICE RINK. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE SHEET iA & iB. TOTAL PROPOSED UNITS: 32 UNITS (15%OF TOTAL UNITS FOR AFFORDABLE UNITS) TOTAL PROPOSED AFFORDABLE UNITS: 32 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS FOR 32 UNITS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION MAY BE IMPLEMENTED AT THAT TIME. STORMWATER MANAGEMENT: THIS PROJECT IS INCLUDED WITHIN THE BROOKHILL SECTION i MASS GRADING VSMP PLAN AMENDMENT #z (WP0201700037) BY COLLINS ENGINEERING. THE PLAN IS CURRENTLY UNDER COUNTY REVIEW. NEEDED FIRE FLOW CALCULATION: CLASS I - FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA=10,z90 SF TOTAL AREAS OF OTHER FLOORS = 29,58o SF TOTAL BUILDING AREA: 39,87o SF REQUIRED FIRE FLOW (TABLE B1o5.i) = 3,5oo SF NEEDED FIRE FLOW (5o% REDUCTION FOR AUTOMATIC SPRINKLERS) =1,750 BEOCK9 cv BLOCK 4A BROOKHILL -BLOCK 1B FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I I PROPOSED �, -__ APARTMENT - BUILDING#3 - 4 STORY 76 UNITS) a a BLOCK 4B Do 7,f _ '11`'I I PROPOSED APARTMENT BUILDING #2 (4-STORY I L� 66 UNITS) F1 n BLOCH 1B __ PPR-LJ OPOSED __-r APARTMENT BUILDING #1 (4-STORY 68 UNITS( BLOCK lA BLOCK 19 CEYERM LAND AREAS& IMPERVIOUS AREAS (BLOCK IB ONLY): TRAVELWAYS/PARKING: 139,98o SF-3.z1 AC(47.5%) SIDEWALKS:15,76o SF - 0.36 AC (5.3%) BUILDINGS: 67,700 SF -1.55 AC (22.8%) GREENWAY: 6,o8o SF - 0.14 AC (z.o%) OPEN SPACE: 16,o3o SF - o.37 AC (5.4) GRASS/LANDSCAPING AREA: 50,310 SF - 1.15 AC (17.0%) TOTAL: 6.792 AC NOTES: 1. ALL PROPOSED EASEMENTS SHALL BE EITHER BE DEDICATED TO PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE SITE PLAN, GRADING PLAN AND UTILITY SHEETS. z. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. THE EXTENSION OF STELLA ROAD WITH THIS PROJECT SHALL BE A PRIVATE ROAD. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. S. 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. 6. THE BROOKHILL PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. BOTH THE SUNNY DAY AND PIMP 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 PIMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. THIS PORTION OF THE SITE IS OUTSIDE OF THE DAM INUNDATION ZONE. 7. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, ioTH EDITION. CODE zzo WAS USED FOR THE DEVELOPMENT PROPOSED 210 DWELLING UNITS ADT RATE - 7.32 VPD PER DU =1538 ADT (769 ENTER/ 769 EXIT) AM PEAK RATE - 0.46 VPD PER DU = 96 VPD (zz ENTER/ 74 EXIT) PM PEAK RATE - o.56 VPD PERDU = 118 VPD (74 ENTER/ 44 EXIT) UIURE BUILDING FUTURE BUILDING FUTURE BUILDING BLOCK 11 M FUTURE FUTURE BUILDING BUILDING FUTURE FUTURE BUILDING BUILDING FUTURE BUILDING FUTURE BUILDING ... II11111111111111111111 I�111111111111 FUTURE BUILDING BLOCK 6 SHEET LAYOUT SCALE: 1" = 100' FUTURE BUILDING FUTURE BUILDING FUTURE BUILDING FUTURE CLUBHOUSE & POOL BUILDING CODE NOTES: i. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.i-og AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. WHERE THE FLOOD LEVEL RIIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OFTHE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 0 0 OO 0 0 0 0 0 0 Oo \ 00 �\. GRAPHIC S ( IN FEET ) 1 inch = 100 ft. THIS 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 OVERALL BLOCK 1 DEVELOPMENT PLAN 6 LAYOUT PLAN 7 LAYOUT PLAN 8 UTILITY, GRADING, & DRAINAGE PLAN 9 UTILITY, GRADING, & DRAINAGE PLAN 10 ROAD & UTILITY PROFILES 11 DRAINAGE PROFILES 12 DRAINAGE MAP 13 DRAINAGE CALCULATIONS 14 SIGHT DISTANCE PROFILES 15 NOTES & DETAILS 16 NOTES & DETAILS 17 LANDSCAPING PLAN 18 LANDSCAPING PLAN 19 LIGHTING PLAN 21 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER GREENWAY BUFFER PROPOSED EASEMENT VARIOUS WITH EACH SHEET Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK 4 VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING cc PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) EXISTING CONTOUR zoo 100 PROPOSED CONTOUR s06 21 TC 5o.1 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 Tw s0s.z1 Bw 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 OO OO OO OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNEP/ZONING ENGINEER INSPECTIONS APB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT/R. CrTLLINSZ F--q Lic. No. 035791,E 10/15/21 �4 po�SlOAre T. E�r'l� '. .--I N w N W O ti ti Cl? 47 (N 1 N CD LU N N N L Ld � J J > U) " W I— I— � 0 J U W' LU in z Ljj Lw/ I L W JLU 0L J �< V 0 C) (] N U W V J z H� H w J F U F w LJ O w c _ a U)JOB NO. 182150 SCALE 1 =100' SHEET NO. 1 Original Proffers Amendment X Brookhill PROFFER STATEMENT Date: April 18, 2019 ZMA No. 201800011 Brookhill Tax Map and Parcel Number(s): 04600-00-00-018AD, 04600-DO-00-01800, 04600-00-00-019A1, 04600- 00-00-019A2,04600-00-00-019B1,04600-00-00-019B3,and 04600-00-00-019B4 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 Brookhill, ZMA 201500007, approved on November 9, 2016. Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC Approximately 277.5 acres zoned 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 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-0191114; 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 04600-00-00-0I8DO. The Property is the subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for a project known as "Brookhill"(the "Project"), which includes the application plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookbill Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions as set forth in either the Code of Development or the Application Plan. Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner acknowledges that the conditions are reasonable. 1. Transportation Improvements. A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane improvements, including improvements to the horizontal alignment, vertical alignment and cross- section of Polo Grounds Road ( Improvements"). "Polo Grounds Road Ira ") . 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 unit basis in excess of the number of units that are allowed by right under the zoning in existence prior to the approval of this ZMA 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven Thousand Three Hundred and Thirty-three and 18/100 Dollars 7 333.18 for each single family irtY ($ 1 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- seven and 57/100 Dollars ($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 Housine. 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 reserve the right to meet the affordable housingobjective through a variety of housing es including but not limited to for sale units rental units J €;h tY g types, g , accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly described in sections 4A, 4B and 4C below. A. For -Sale Affordable HousingUnits. All purchasers of the For -Sale Affordable Housing Units P g (defined below%I 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 andprequalify 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 the applicable For -Sale Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (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 (1 ri 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 (501h) 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`h) 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 CountyHousing Office. In each subsequent calendar ear, the monthly net rent 8 q Y Y 0 for each For -Rent Affordable HousingUnit may be increased u to three percent 3/0 . 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 Conveyance 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 -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 4B(2) have been satisfied. (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albemarle County Housing Office a 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 hundredth (500th), eight hundredth (800th), and one thousandth (I000th) dwelling unit within the Project. The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Housing Units. 5. Cost Index. Page 6 of 11 Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public road connection, including right-of-way and granting of easements, from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road Connection shall be determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director of Community Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above referenced features shall be dedicated to public use or the Owner shall ant an easement as P , �' 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 recently ended the "Annual Percentage Change"). B wa of example, the first annual Y Y ( gY Y adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount of the proffered Cash Contribution due for the immediately preceding year based on the formula contained in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions. Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Contributions shall not commence until the number of units to which such Cash Contributions apply 1 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 7 P 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 fora 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 with water, sewer and electricity utility connections constructed to the edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Page 7 of 11 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 (500th) Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for public use over the Greenway area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Greenway by easement concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided 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 "RWSA"), the Owner shall install signage along the Trail Network within the Dam Break Inundation Zone designating evacuation routes. Signage shall be installed as the Trail Network is established. B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project 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 Hteh 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 Eli 'bility. The existing Brookhill dwelling is eligible for the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), 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 ii) submit a treatment plan for any such cemetery for approval by the County Director of Community Development, or its designee at the plan or plat review. C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its 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 Lic. No. 035791 a s,,rr10/15/21 �� `` o�srONAL E'Gl MA A Z ly W Z Ul Z J J 0 CY) M O') N M N O t'J') N N LLJ J J U) LU J Q U t Y LL[ U) LU U) LU Of Q O O N U) LU LL LL. O IZ w J ti V ~ LU w O w cc = rL to JOB NO. 182150 SCALE N/A SHEET NO. 1A [ �„R e PHASE II INTERSECTION 14'` s I IMPROVEMENTS _ PHASE III RO, IMPROVEM I 0 ' a R\ PHASE II R AD 0 WAY IMPROVEMENTS PHASE IINTERSE�CTION T♦ � O IMPROVEMENTS i O PHASE ROADWAY IMPROVEMENTS r • j PHASE IV INTERSECTION / rfa IMPROVEMENTS i Ry tam i� 24 s` ) -� TIRE! reTrD,, PHASE 111 ERSECTION PHASE IV R ADWAY MTPROVEMENTS IMPROVEMENTS t GU R BROOKHILLTRA C PHASING PLAN r 00f +� 6a,ev r w00 j Inr0�Ir1}IpNKq$ \ ) — PROPOSED PEDESTR\ „ \ CR055WKK EKI5TNG TREE AREA T 0...I CONCRETECO WACL'TU 1. \ NIPR OOVENENTS-SWMT� ��l�Cce , \�' 0 .p �VT�Apv�5,� 1r i A \\\\`\ ACONGCONNECTOR ROR\�I` nR OSED LAN / F i CO �e PLO GCMONNECG OFE OR �\ e L iPRO h;,J,scoplum I PATHyrAYC- E y 111111 � / ✓ / j r 11 yYY 1 � PHASE I INTERSECTION IMPROVEMENTS INTERSECTIONa • CONSTRUCT(o NEWWESTBOUND LEFT -TURN LANE ON POLO GROUNDS ROAD WTTHarS' OF STORAGE • EXTEN 0 WESTBOUND RIGHT. URN LANEON POLOGROUNDSROAD S FROM o'OF STORAGETO aoo OF STORAGE • CONT INIRIOMILLSROPE ATI RIGHTIN/RIGHT-OUT OPERATION. � INTERSECTION 2 • CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING u) LEFT -TURN AND a RIGHT - TURN ANE • EASTROUND LEFT -TURN LANE ON POLO GROUN GROUNDS ROAD WRH zSO FEETOF STORAGE INTERSECTION 3 • CONSTRUCTA ADWAYENRli ANCET/RIGHT-W ROADWAYENTRANC ETO ROUTE z 9 • BOUND RIGH TURN IANEON US zB WITH zoo' OF STORAGE. tun NUN 4 CONSTRUCTNORTHBOUND ROADWAY TO PROV IDE (1) LEFTL TURN LANE P I W RIGHT -TURN LANE RESTRPROVIDE PAINTED MEDIAN -TURN PROVIDE WESTBOUND LEVAR LANE ONA OFSTORAGE. BOULEVARD WITH ESTRIP' EASTBOUND RODUEVE EASTBOUND ASHWOO I BOU RIGHT -TU APPROACH TO PROMO (� RIGHT -TURN LANE SE rV INTERSECTION ROVEMENTS ASECTION 5-- ---- CONSTRUCTSOUTHBOUND ROADWAY TO PROVIDE(>) Uii TURN LANE AND (1) RIGHT -TURN LANE CONSTRUCTAN EASTBOUND LEFT. TURN LANE ON POLO GROUNDS ROADWAYWITHv 0OFSTORAGE WITNESS the following signature: OWNERS offTTax /Map Parcel 04600-00-00-018AO: By: Rl CHARLES R. HAUGH By: data �G6 A• ty/�2 O/r y IZABETH AN OGL BY "HAV— Date:: %1":tQt� g• ZZd(9 � Z OWNERS of Tax Map Parcel 04600-00-00-01800: By:/ CHARLES R. HAUGH, 7USTEE By: DOUGLAS B. 00EMBY, TRUSTEE Date: S— 13-/`j OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-019A2: CROCKETT CORPORATION, a Virginia corporation By: Q �- 7'�aL t LJ Ann _0 Haugh, Its President Date; W-ry 5% 2.01, 9 Page 9 of 10 7M FOR _ PROPOSED SALAMANDER CROSSING(3 TOTAL) 2`INVERTED RETAINING "��`.•-. �� WALL,ND CULVERT �: \ \ \ �, ,_ HEAD WALLSYSTEM SALAMANDER TUNNEL 1.41 \ LS THI FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT OWNER of Tax Map Parcel 04600-00-00-018111 HORNE LAND CORPPR^ORATION, a Virginia corporation By: Qh•.R Ann O. Haugh,' Ifs President Date: " � 5.) -;z o 1 9 OWNER of Tax Map Parcel 04600-00-00-018DO: CRAFTON CORPORATION, a Virginia corporation By: I.GA O. Hn 4 .,!/- &Q '. r'd. �4 Ann O. Haugh, Its President - T� Date: ii g A0 /C,:? Page 10 of 11 ORDINANCE NO.19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS 04600-00-00-018104600-00-00-01800, 04600-00.00-019A1, 04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, AND 04600-00-00-0191114 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A 1, 04600-00-00-019A2, 04600-00-00-019B 1, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS, ZMA 2018-11 proposes to amend Proffer Numbers ID, IH, 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 , p Po Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the hi school or institutional use site that the developer is required to p 8 high p 9 dedicate in fee simple to the Countyfrom 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 201841. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. •t• 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a We, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of sic to zero, as recorded below, at a meeting held on July 17, 2019. //%% '7 K 14 Cl u�lYn Clerk, Board of County Sup r Isors Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y OWNER of Tax Map Parcel 04600-00-00-019B1: BROOKHH,L APARTMENTS, LLC, a Virginia limited liability company By: CDG Holdings, LLC, Managing Member By: Haystack Corporation, Ma ger By: Andrev cG_inty, Its President Date: S�3/2d e! j BROOKFULL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) By: River Bend apemen Inc., Manager By: Alan R. Taylor, t is President Date: �17•W'/ q Page 11 of 11 RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS Albemarle Count included a connection from Rio Mills new y o I s Road to the e 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 Brookhtll 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 Court r6pervisors Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y F--. Lic. No. 035791 a )``,,rr10/15/21 �� o�srONAL E'Gl _a 0 ai N M 0') N N z ❑ L � M 3 � ,IIIIIIIIIIJ N O ❑ I ❑ N w CL O o W � 10N N 1� ° N WQ vJ J O LU C J Q ° L J " �/'� z \ C Vi � O ® LU ❑ C L90 1 IC2 '00 N J s � 3 z c T� O o 0 U U° o W U Y O w J M> W ° Ul c J ° w J Z 0 W W 1— 4 Z � T y Z H W U z Z J J J ~N O Nw O o I..L IIIJ of °c ❑ O U O x N N N W 0 F- I~ -I ~ N LU W dn T) JOB NO. 182150 0 0 SCALE ° a N/A° C SHEET NO. o m 18 L H �N,TH 0FG 0 SCOTT R. LLINS'Z Z L� 579)�a / PROPOSED TRAILHEADACCESS ARE AT L�RiS PROPOSEDASHWOODIB;AlyOULEVARDCONNECTION �'� J. UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT THORN �� p y� c� N Z �Lia10/15/21 m Z S TONAL E13 PROVIDE PARKING, AN INFORMATION KIOSK OR MORE INFORMATION ON REQUIRED BUFFER J AND APEDESTRIAN ROAD CROSSING TO � ~ = L--J::' c] O �.,�` P90 W a w x ACCESS THE MULTI TRAILWA \ c , SH4yOpp w a -USE 4;' / W La LU o r a�04YnT-n-r\ k � o FOREST \� ` NEIGHBORHOOD \ 4 SITE S W g ROUTE zg IMPROVEMENT :. :: B5-> t E S O p SP w k SWMFACILITY # 3 .4 COUNTY OF 30' MIN. NATURAL BUFFER EMARLE PROPOSED PRIMITIVE TRAIL WITH ' , J 'P/O M7 ROgO <S 1ft D Ln Z �) H W w O z g CONNECTIONTOFORESTLAKES - w, F W LU POLO VI F G LU Z - ----- I,� '-a'�*-'�-OVNp PROPOSED B ) ' i ' III O ALBEMARLE COUNTY MJ � RESERVED STEEP SLOPE o SROgO � Q U z O F w p = F- a O • PRIMITIVE i BLOCK 13 i ;� �' o o z° " Lu w �! II TRAILWAY /i L ' (TYP.) TRAILS (TYP.) o VICINITY MAP: SCALE: 1" = 2000' U N zz 5 ° m 0 O 3 w Lu GENERAL NOTES DEVELOPMENT I , , ,+ I� B AN COIjRT 3� 0 [ AREA i _ z O in w z (TYP.) t ` ; in OWNERS: TMPo4600-oo-oo-oa800 TMP04600-oo-oo-oa8Ao < > in • i - _ BLOCK 1 1 '� ( -_ _ _ % I Q ! ; - HAUGH, CHARLES R. & HAUGH, CHARLES R. & E.J.EOGLESBY JR, TRUSTEES ELIZABETH ANN OGLESBY H. N Q Z O z i �' � P RO , / - % ! alY �. ' ' �- �, EP � 435 PARK ST 2575 SEMINOLE TRAILLD CHARLOTTESVILLE, VA 22901 CHARLOTTESVILLE,IVA 22902 > w T.M. 6 - i8B 4 HORNE LAND CORPORATION __` _- - � - z_ + I -�,11� QON / - .- ``----� __ / ; _ - iy - 1 ` V � W W p �' - �'��, i _. OPEN \ TMP 046o0 00 oo-oagoo - -- \ '\ � t SPACE - \ i � (TYP.) \\ll y� O CROCKETTCORPORATION C/O HAUGH & HELVIN 435 PARK ST Z O � Q ~ Z ' t .` '". y i Q �� PROPOSED CIVIC SPACE ��a-- � CHARLOTTESVILLE, VA zz of (7 z C7 z u) � r_; � \ � • \ r:�.� - ay° - BLOCKiz t• ° Q - P z z 0 I� BLOCK _. 1O (', I - t• a BLOCK 1 J r °°� EASTERN POCKET PARK I QO 1` (LOCATION TO BE DETERMINED I \ _ O DEVELOPER: RIVERBEND DEVELOPMENT, 455 SECOND STREET SE, SUITE400 O w w O w O 0 ! 1 EXISTING :too -YEAR ' 1 '- WITH FINAL DEVELOPMENT PLAN) -- CHARLOTTESVILLE, VA 22903 w w z FEMAFLOODPLAIN(TYPJ = _. 53, �'-¢_` ,- �, •1 _ ___ �°; �' PROPOSED VEHICULAR INTERCONNECTIONACCESS INTERCONNECTION ACCESS ENGINEER. COLLINS ENGINEERING zoo GARRETT ST, SUITE z z O O z a BLOCK 9 - s -� _ PRO IMITIVE �'` ` •t \ _ -- /€ 'ter' f b - - - TO THE o' MIN. NATURAL BUFFER CHARLOTTESVILLE, VA iz9oz Z � O 5 ' t" in Z N -- - g _ / ,. ILWAY - -. a °�° w w a ROUTE z g IMPROVEMENT i�� ' �� ,,.•;: �. t" °a° �„< .y - •' \� ; t '.. ' /rS+%'s , I RIDGE NEIGHBORHOOD o .% TAX MAP&ZONING: 046o0-00-oo-oa800 04600-00-oo-oa8Ao 04600-00-oo-oagoo D.B. 731, PG. 690 D.B. 1333, PG. 450 D.B. 733, PG. 690 i-+ v V) w f f f g m Z N PATHWAY - .'.i I .. �\ - --- ... - -. o t',t. OPEN / s% ROPOSED CIVIC SPACE a' '� A O � w ¢ > w _ irl _ - - e -• ' SPACE ' `` : it. (TYP.) 'fig ALBEMARLE COUNTY MANAGED STEEP SLOPE Ik R-i RESIDENTIAL R-i RESIDENTIAL ZONE: R-a RESIDENTIAL LLJ o E a a f li ROUTE z g i � - GREENWAY a _. a °•° ae°• - - - - . P. t ` � � ) `�� `':. (TYP.) RV �M D - - - - TOTAL PROJECT AREA: 0460000000i800 42.55AC. z z � IMPROVEMENT + (i -- -°' -•°. '��'' �•° a GREENWAY • '� O O ER P 046o0 oo-oo-oa800 - zo?66 AC. 4 9 7 ' n p SWMFACILITY #z � I' ) GREENWAY : _ ,, `•aa-`tea (TYP) BLOCK 16 G \/ V r E� O z oAC.TOTAL T15 o w o w u r(TYP.. ) - /°•" UPLAND .a� ° ° t -' a� ��O G n �N PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT w w z PROPOSEDSo'BUFFER .. PARK a-„ •a, `�^• \��a% - � Y�� AROUND VDOT STORMWATER POND MANAGEMENT POND t =`- °a• M !^ EXISTING ARCHAIC WOODLAND ° � �` , � ,^ •, }�,� " '< CAMPSITE AREA TO BE PRESERVED DEVELOPMENT tT � AREA (TYP.) N �� TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. z g L9 � �.i d r � , .l � �� - �ii k ° ,R _ � •�, aa•° y �� BLOCK I6 r >.� BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, ioa5. p w � dQ, ,j. _ � ,tee. t� 1 � -�. "'7 `\\ EXISTING ioo-YEAR �.� ° � DATUM: NAVD 1988 S w C7 0� O Z 0 yr , 4 STREAM BUFFER (TYP. ° ° a•a•...� • . `Y�� °:a FLOODPLAIN (TYP.) -.. 1 '' �� / 'i - ` UTILITIES: COUNTY WATER AND SEWER N Z w BLOCK O ` ` - \ \- ° `. e• °. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD M PROPOSED RIGHT IN -RIGHT OU < a 4 z 1� \ BLOCK 4 .. \' DATED FEBRUARY 4, zoo5. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF w � ,, � Zc INTERSECTION IMPROVEMENTS. - SEEBROOKHILLTIAREPORT j £,.1 �MAINSTREET _ \ [. �:' TRAFFIC CIRCLE/ROUNDABOUT MAY �� ALBEMARLECOUNTY �\ �� '. //� 1 7_ \ MONTGOMERY RIDGE ��-.PRESERVED PROPERTY THE PROPERTY. ¢� o 0 0 0 0 FOR FURTHER DETAILS: �` 3 BE CONSTRUCTED AT THE STEEP SLOPE 'a „^'i BLOCK 5 I / .� _ - NOTES: N eri BOULEVARD ENTRANCE 3� INTERSECTION OF MAIN STREET AND (TYPJ THE NORTH/SOUTH CONNECTOR ROAD BLOCK I i 3 NEIGHBORHOOD i. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT. Z I ( / OPEN ( - �' r� z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE N Q , L ` If / SPACE i OPEN ) - �� DETERMINED WITH THE SITE PLAN PROCESS. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH Z N H� J — 1 F + SPACE 3. • ------ ,4" 1 I 1 (TYP.) BLOC K EXISTING -• - :-" N4: O ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE W Q i LU i 1 �) ioo-YEAR I PROPOSED 1 v . OR FOREST LAKES LU ' FLOODPLAIN (TYP.) .' RIMITIVE f; �� l 5 THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN Ld J T.M. 46 - i8D _ - I o I TRAILWAY • `- �� 0� Q O (� QP THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS J CRAFTON CORPORATION : - • _ I BLOCK 2 °` ";t :e DEVELOPMENTAREA I / O TO THE FLOODPLAIN. Z J Q _�,r-+} ) • BOUNDARY (TYPJ \\ QG�� "`/// (LY a 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN EACH PRELIMINARY SITE AND �� _ 7 •., %i _ "' -�- - ., , PROPOSED NEIGHBORHOOD, ENTER I ° a ) \ ++ , "�,, ,- IMITSOFPROPOSEDREZONING LE ACCORDANCE WITH ALBEMARLE COUNTY CODE iB-4-12. SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE U) H� J i 1 (LOCATION TO BE DETERMINED o FINAL DEVELOPMENT J. BLOCK1 ',,r O PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. Lu U. J WITH PLAN.) - _ _ _ _ _ _ , ' - _ _ _ _ _ _ ` 1 e `ii ,,, j , ,': it m f 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP U �y •i PROPOSED ioo' BUFFER ALONG R . zg BLOCK �L _ j °., ;, •a f r I ACRE HISTORIC r �/ [i l� "``- INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. Z L LJ Ce Z F_ O w 70' NATURAL LANDSCAPE BUFFER & 3o'LANDSCAPE BUFFER 4 �'`` _ _ _ BROOKHILLPARCEL BLOCK I _ BLOCK 5 3 �\i`t_., a'.°°. �_ ). _ A MINIMUM OF 8. THE HEPROPOSEDCATION LAN. SE THEE CODE DEVELOPMENT ADESRRIPTIO OF THE ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FORADESCRIPTION OF THE � J M W O I I , AANAGED L-1 AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA NOTE:APROPOSEDMULTI-USEPATHI APPROXIMATE ) 1 - - r ' _ - STEEPS OPE _- 4N GREENWAY .;): �/ /' `\, ? 9. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, 0 - J Z = J J IS PROPOSED BY VDOT ALONG THE HISTORIC MARKER FOR THE BROOKHILL PROPERTY i� ( ) f °, - (TYPJ 4 r -" /,�N I (� MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE Z Q U I --I ROUTE 29 FRONTAGE OF THIS - ;>h� 1 (' �\ \ °' DEVELOPMENT. Q O i PROPERTY. PATHWAY TO BE 1 - - - - - _ ROPOSED zo' BUFFER..prg 1 ;«"'�.u"^'+•-rrt$,X, /-� (:� °• �- io. CONNECTION POINT®ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT�HALL ONLY BE A C LU � LOCATED WITHIN THE VDOT R/W. i - � I '' i x-•/ '' LOCATION OF EXISTING. e it o - • �• PEDESTRIAN ICYLE ACCESS CONNECTION. Z U0 Y O O O - •a•a .o ��:, : <� - ! k u. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND QLjj G UNNCEMETERYTO i,� BLOCK I9 REMAIN LOCK LINE (TYP.) °° e opA° ° y+� NOTE: ALL STORMWATER MANAGEMENT FACILITIES DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. 1 , Q � Ail ce \� .a°° ° �' AND EROSION CONTROL MEASURES SHALL BE LEGEND Z J _m Jr,BLOCK G • ; ALBEMARLE COUNTY = O -; (n j � °°a � LOCATED OUTSIDE OF THE PRESERVED SLOPES. �&¢ S GREENWAY PRESERVED SLOPES L Q F0 I I BLOCKB PRESERVED STEEP SLOPE - , a / ,.: ROPERTYBOUNDARY (TYP.) z 1L Z LU NOTE: AREA WITHIN THE ioo' BUFFER OUTSIDE THE EXISTING TREE j I D •.Ul 6 (TYP.) / r; \� �. _ - BLOCK ] \`' _ _— I �."\\', • °°• �� •°• -- - \ ® VEGETATIVE BUFFER MANAGED SLOPES O < Z Q W AND LIMITS SHALL BE REPLANTED IN . 1 � t EXISTING ioo-YEAR \` ,._ ; ;: ' \� • •••• ® OPEN SPACE �l ' V i LL.I ~T� ACCORDANCE WITH THE PLACESzg FORESTED BUFFER REQUIREMENTS -. r '�- -----� ISTING H _._ - / DEVELOPMENT t _` `" FLOODPLAIN (TYP.) , BROOKHILL ' AREA (TYP.) ,. ��` s SE TO REMAIN LIMITS OF igTH CENTURY '' `'' °'a, WITH HOA APPROVAL A io' MULTI -USE PATH y r _ SHALL BE EXTENDED TO THE ENTRANCE OF -� GREENWAY IMPACTS & PRESERVED SLOPE IMPACTS WETLANDS J J U� y Q ( COMPONENTS OFBROOKHILL ! �• MONTGOMERYRIDGE. THEHOAWILLNEED �� C3 TO APPROVE THE TRAIL AND EXECUTE ALL — T a EXISTING ioo-YEAR BLOCK 8 DEVELOPMENTAREA „,•°°® - - ; $1 BOUNDARY (TYP.) j EASEMENT DOCUMENTS ALLOWING THEED CONSTRUCTION OF THE MULTI -USE PATH p n PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL HISTORIC HOUSE & THE a THCENTURYCOMPONENTSOF BROOKHILL e W O FEMA FLOODPLAIN_ 7 " : a /� �1 "`��— ON HOA PROPERTY. . - .) � ; V \ OPEN ROPOSED io'PAVED I io' MULTI -USE PATH TO BE CONSTRUCTED ALONG PRIMITIVE TRAILWAY N LL j a SPACE MULTI PURPOSE TRAIL (TYP-) THE NORTH SIDE OF POLO GROUNDS ROAD Com un!, ._oeCr 2,1[ epartment PROPOSEDTRANSITSTOP-TO BE INCLUDED WITHIN OR O Q • - r i�� •' "•"' "'�' - - Ffie# * ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL IMPROVED INTERSECTION ail^• - f „ ��. �• ; ' w ROPOSED PEDESTRIAN TUNNEL Ap roved by 3.,:d LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. ° AND STOPLIGHT. <� k Fp(iK rh. Supervisors Q�N AVER Daf 0000 EXISTING ion YR FLOODPLAIN O SEE BROOKHILL TIA REPORT ;a.. GRO(I PROPOSED IMPROVEMENT TO All ATERT NOSR POLO GROUNDS ROAD FOR STATE S�PNNPR R� } - CV FOR FURTHER DETAILS `. 643(D,g OAp(S°) TURN LANES - SEE THE POLO ...... STREAMS JUNE 15, 2015 48y GROUNDS ROADWAY - arl0er * LOCATION OF HISTORIC RESOURCE TO BE PRESERVED U w • <'nr,- IMPROVEMENTPLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE I-_ .F- CALE i' ��• r, e< " -"' >. FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED _ _ -: POLO GROUNDS ROAD DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. -' zoo o zoo aoo soo ao'MULTI-USE PATH �� - r w ^O a w i SEE PROFFERS FOR FURTHER DETAILS PROPOSED LOCATION OF HISTORIC MARKER Ln JOB NO. 182150 T.M. 46 - i8C PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION ( IN FEET) \ z O SHEET 1 OF 1 __-_ - -_---- SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN&TRAFFIC TIA. I inch = 200 ft. / PROPOSED ELEMENTARY SCHOOL SITE SCALE N. T. S. SHEET N0. 2 I tltl� tltlt II�II�I,I I \ 1 1 ' I `I li li , II I I �I II II l i BLOCK 9 aad N H m - N ma / w w j II BLOCK 4B zoi o0050 FINAL SITE PLAN APPROVED BLOCK 4A S z000 INAL SITE PLAK APPROVED BLOCK 8A I I DP20190002 FINAL SITE PLAN APPROVED 4/23/zozo II I rl I II I Ii � III I tltb III ; ' II III i II III I THORNRI coed - ---- \ a � 05t; CRLI NSOo. 910Oic. N o lo�110 5/2� �LONAL E I I✓ 1 � I I I , j I I � - I \ • \ � \ - 1 [/\��/[/y/////� \ , \ O - II1I�11\ I ' ; r \ \ ' , y ; ' �O III I \J p�� Ti- r I 11 ,�-� \` � �\ � o '' � g ,; �I BLOCK IS i LU p 1 /; I \ ,� a I 1 0 i _ YAN COURT \ -� \ / 1 z w 1 i z I 1 \ \ " 1 w w I , a - \ o= d w -_ o\ 1 Z o = o \I \ O z w o > J� O ° /r^>tn INITIA\ \\ i lo -\-` \ Pz0200000\\ �\ ° / /^\L SITE PLAN e w APPROVED-o3/o6/2020 W o SDP202000082 F o . / ♦ _ v �, BLOCK 14 BLOCK 18 --- I I , o a \\ � DP202000059 � ' � `I j \ 0 1 I, APPROVED - 10/23/2020 °0 1 \ \ 0 SUB202000i6o M�R�J�< I / 1 \ \\ v' APPROVED -1o/z /zozo CGO pp0 -7 - \I CD N C / ° • \\ / e /,� °O°oo°0000 .:<-J QG_ \I `I �� a 00 BLOCK 11 ° e �° °° ° ° 'e° ° °°°° o \_t- 1 \ ; I \co ♦ 1 ► BLOCK iB ♦ -----_------ -t- \\ o \\ __ _ _ ' ! \ \ /' ; / I rn 202000070 1 _ BLOCK 4C ► \` �.. ° INITIAL SITE PLAN _ � ' I (APPROVED -1z/zz/zozo I ► / ► BLOCK 5 OO ° T \� - =0 I I I \ - co J BLOCK 3 1 ► /" _ jl 202000142' ► �\ \.� �\ I CD W 1 � `� � _ � � ° 1 APPROVED - 9/9/2o20 , ' \ y SUBzonooi5o � ► / ``\ / / \� _-� � - ,-\ / I I' N BLOCK z ,1 ► / \ O \ \ /l \ -- - I Q - 1 a /\ \ 1 \ - -I > z O _ /-- - \ - SDP202900078 �.:..:. o O, - BLOCK 17 1 ► 1, \ / \ / / LU J Q INITIAL SITE PLAN I t °;\ \ ► \ / / -- - - / J APPROVED - 02/21/2020 ` ° \ ► 1 \ _ \ / -----' / / ( J SDPzoz0000 BLOCK ` 3s 3 0, - \ e I O I I / > 1Z-1 U FINAL SITE PLAN / ° 1 \ ° \ / O O APPROVED - 01/05/202i �� 0 1 I 0 / �' a / -I [] 202 00021 o I 1 ' - � _ / _ /I 11 - /� _ �/ W INITIAL SITEPLAN o° I I'°, \1` `I► -�_- `Spy I-� 1 //' I I I 1/ ~ J BLOCK sA APPROVE D-06/08/20i8 0 ` - \ ; ; m SDP2oa800049 ° _ ---T -�_ 0 J _ -oo,o w S TE PL °°°° � � J, BLOCK AREA SUMMARY � m ° ►I z Lu - - - ° ° O� - ' ► > 1 ROAD PLAN I I ` - - _ _ o y� �1 - �/ SUB2o18-oo=5 \\ ` °°� - _ _ _ r• Development i Q �_ ,. -v:: _ I ► Greenspace/Amenities (ac) , APPROVED- , I ° ► Area Per Proposed `tea (Roads, Proposed I A J is/a6/2oi8 °> ° " 1 Block Land Use District Brooklull Lots, Buildings, Development L \� O J P° ° _ COD (AC) Area (AC) Parking lots) Per Area (AC) W 2 ° %J COD (AC) Civic / Civic / Open Open Total Total \� BLOCK 19 ► o (( Greenway Greenway Buffers Buffers - BLOCK 6 ► 00 0° °o Required Proposed Required Provide Parks Parks Space Space Greenspace Greenspace 0 (� Required Proposed Required Provided Required Proposed U) 0 OUl ' ^, \ ° ° \ 0 1 Neighborhood Service Center 12 12.72 12 11.05 0 0 0.14 0 0.37 0 0 0.51 J \ o \ \ ° 1A Neighborhood Service Center 1.24 0 0 0 0 0 LU J m \ ° ° 0 0 _ 1B Neightborhood Service Center 11.48 0 0.14 0.37 0 0.51 L U H� � BLOCK 7 vv ° 2 Urban 6.3 s.1 1.2 0 0 0 1.2 ♦ _ %,° ° 1 0 3 Urban Density 5.8 5.1 5.8 5.8 0 0 0 0 0 � BLOCK 8B \ 3A Urban 3.3 ° o ' I 3B Urban Dens hy 1.8 I zoi SITE °0 O 4 Urban Dens rt 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 O ' INITIAL SITE PLAN � `- \ � y \ 4A Urban 9.98 7.17 0.86 0 0 1.43 2.29 LU APPROVED-o9/o7/zoi8 ' \\ �__- y O SDP20190001S 4B UrbanDensity 11.39 6.83 0.52 1.09 0.44 1.54 3.07 n/ 1 L I PLA 0 4C Urban Density 6.58 - 2.31 1.46 0.85 Q 1••� 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2 0 ,1- I �.�-� �_ i 4 oq° 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 O CJ S�q� RTRL00000000 i lV ........: . :. i 643 (D•8 1 8A NeighborhoodDensity Neighborhood Density 8.55 5.52 0 0.54 1.80 1.64 3.98 • NDS ROAD (So) gB Neighborhood Density 17.36 7.4 0 4.04 2.76 2.18 8.98 � w 481r P' �63) / / ' 9 Neighborhood Density 9.6 12.58 6.8 7.62 0 0 1.8 2.47 0 1.27 2.8 2.49 4.6 6.23 LEGEND: / �' / 10 Neighborhood Density 4.6 9.66 3.4 5.42 0 0 3.6 3.94 1 0.9 0.1 0.3 4.7 5.14 w w 11 Neighborhood Density 5.7 14.04 3.2 5.38 1.2 1.47 8.2 8.66 1.3 1.68 0 0 10.7 11.81 o _ PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT / a o (APPROVED INITIAL SITE PLANS) I 12 Neighborhood Density 6.7 5.7 0 3.2 1 0 4.2 JOB NO. I 13 Neighborhood Density 11.7 9.7 0 1.4 1.1 0.9 3.4 s2Y S� PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT GRAPHIC SCALE 14 Neighborhood Density 5.4 4.1 0 4.7 1.3 0 6 (APPROVED FINAL SITE PLANS) I 15 Neighborhood Density 16.9 13.6 0 4.1 2.1 1.2 7.4 SCALE 200 0 100 200 400 800 , I , -I PROPOSED RESIDENTIAL DEVELOPMENT 16 Neighborhood Density 9.7 13.89 8.4 10.3 0 0 1.8 1.4 1.3 2.1 0 1.1 3.1 4.6 1 rr_200r (PROPOSED INITIAL SITE PLANS) I 17 Neighborhood Density 15.8 16.1 11.8 8.8 0 0 3.3 0.9 3.8 5 0.2 0.1 7.3 6 \ ' 18 Neighborhood Density 34.4 36.55 27.3 24.73 0.7 0.4 4.4 6.3 3.8 4.1 2.6 1.5 11.5 12.3 SHEET NO. ( IN FEET) ' 1 inch = 200 ft. 19 Brookbill House Parcel 3.2 3.2 0 0 0 0 0 3 Total 223.9 174.5 168.8 1060 10.3 3.25 53.6 29.48 28.8 20.05 16.0 12.28 108.7 65.06 ■■l�pp�Ji �II�1■■it�il9WY�w�A�t��,?1�,�\ , 4■■J■Q1ii1�:�etlPpyli�E�i�1�`.Ii�i1�11iTR�`.+'Gk I�:�io_.�,a ��■1�� ' .. .; y ,/, v / 37 09 5z46 - ,:.........c.._ _ --_ - -• - :" _ - i'.` '_:- - 'I -_\ \'>- \ \ :-\\ .,;�: "a, \ _�.r "'4 / `\ - -v i / r..... .- i.. �.. _ / y~ 'Z vim. \---\.v\y i �w \\� v \ __vtt - ,, - _- ;'t \v \,- i GENERAL NOTES: /. / -. _-, ; v , / 43 43, - EXISTING STREAM - __ e L / - " / - - - - �' - g— " , '•,. v / v - . _ _ \ \. -1- -- �/ - - ( :� rv-: ' ,,. \ \ `\.'I\.v \ \ 1 y " v. way \" \� ; _'.y +�- y �` - - _ . \ r v / - {. e j\�� \ \ .'. y \ \' : \ \ 1. A 100 YR FLOODPLAIN EXISTS ON A PORTION OF THE BROOKHILL TdfP 46-19B7 \ \ -� </ STANLEY HOMES LLC --= _ - \- "- v - - -1 - /_ _ _ \ \ «... \ ` �' '\v v `\ DEVELOPMENT, BUT NO FLOODPLAIN IS LOCATED ON THE SUBJECT DB 5495 PC 635 q - �. e N \� - v \y 'y 0 . L I vy PARCEL PER FEMA FLOODPLAIN MAP # 51003CO280D NO 7. 3 80 AC /�\ v.. v/�..GiI x� — Y 'y v D....—i y _ _-�- — Y � `,, \v \" --- - \ y\ "\\\\\j - L _ L ,_ - --- --- - Er - \ / - ; ---- --\ -_� \- \\/ / --- ---------- - --- `- _-'r, - \ / / -_-___---- - - - --- \¢/a--- `\\, // � - \ - �`� `\\\J - - ,vv\v —t ,- - ` ,vv v -- \ i - `\ _- - / `� D- `\ \\� ---- / \ / / I v SAA\ A v` v Vvv vv / // / / / -I - I V AV AAA V .,�v vv v _ \ m \ / /// /'//I I \ \\`\\ \1 \��\\\ / / /' �-I-\ ` \ \ \ , \\ 1 \2 / / I i—/\ \ \ \ \ \\\D / -I-- I \ \ \\ \\ \ \ \\ / -� -\ -L--- �- \ \ / / / A A \ V A. A \ /_7---/----7/ --i I-I1 r ----\ __ \� -�-� \\\\" \�\ LII/ ///'I'I -vA A \ V AA / // L--1- I �, \\ \ I \ \ \ / / v A \\ \V A`v -\ � A / I \ ` \ 1 / // I I \ \ \\1 \\ \ \ / // _mil \I\ \ \ \ \ I 1 \ \ \ / / // //- V V A Al A V A A I \ \ \ \ \ \ / / I I �` \ \ \ \ 1 \ � \ \ \ \ / v v v I v A \ V v\ / � v v Vv A A V A I / /// �\ V A\ I ` I V A AV v V vv I \ \ \ \ \ I \ V A I -1 I B'hOOKHILI \ vv I vv vv v vv l // I \ APARTMENTS LAC \ v EXISTIN /' I r T NP 46\ 199B1 \ \ \ I 1 DB�51,33 PG 445 v v K vI 1 19.05 AC. \ ,\ \, vv , v /' \ DF , \ /I - \I / / I I ` Av F v 1I I v vvvy ,-_�NI'I v v.�__A v.III � - ---- \,1 _ . \ \ -- - --- ........, y -_ e _ - - 1 � -, L EXISTING GREENWAY (TYP.)- - \ - - - L_ „_ \ �� \ \ ` v, d y: O FLOODPLAIN IMPACTS ARE PROPOSED WITH THE PROJECT. - _ v \ : - , \ \; \ 11 _- - 1 - e / / \ ". \ v r- _ 2. A STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. _\ _ - /; --.>. -- ---- --- �- e / XI STINGGREENWAY(TYPJ.: y.:v-.�`:`"__y - \ %o _ \ \ z s \ U 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL - Z 1 - - \. I'll '. _ _ _ N \ Fv _ \ \ ,y`1`, � ;� \� '\ o y \ INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF _ _ - _ _ _ - - - - \ 1 \ v \ a : s\ Y. r : y _ UNDERGROUND UTILITIES MECHANICAL AND ELECTRICAL SYSTEMS - - - .mom Z � - - \ �� I \ \ ( ' ., --- _ - � - - - - - v ..- .. .\,.I. \.: �, 1 \ y,.\� ; -- _ _ _ _ _ r � _ \- \ - 1 EXISTING PRESERVED - v \ y : \ \ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE -- ------- - - -N = _ �\ � \\ ...._._ STEEP SLOPES (TYP.)- - _ / ' \ :'C y ` \ ' - Oo '\ v j\ \ � CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION \ .. , v / — — ____ z _ \ \ \ - -- - \ v: \ \ \\\\yy _ _ -_ - \ \ \ \ { \ \'\ \\ AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY _ - �- \ \ �\ L `\\\\\ \ ✓ , L = v \\ SEWER, STORM SEWER, AND WATER SERVICE PIPING; `, _ � \ \ \ \\ , y zy /— � -I 1 I' v Ilv 1 UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE ' lea \� \ \ ' I v JL ` CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED --- \ - e \ - `, I �\ ` \ \ - ` v „ v _ _ . y y TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES - - - - i37.98 � — �, \ \ \ \ \/� ` � " _ ~�'�L \ '. \ _ - • T 'i y yl � 1 / v 5 _.. � \` \ �.;�� \ ; - y v I' v SERVING THE PROJECT SITE. \;'.. / - \,. N 2a...• -.� .��\`�\ \ ` `\� �� v��''.____\= v I, -� �,'\STANLEY MARTIN �._",�- yy �m - - - -/v yy p 4 v / y - \ 5 33x8.g5"W -____� \\ `\\\ \\\I\� -` = y . I / - v " - 4. LANDSCAPING BUFFER EASEMENT DEED OF DEDICATION WAS / / \ \\ \ \ \ - \ -- ----- \ YIPANIES, LLC _- / . \ -- \ \ ` \\`\` - ` — - \__ v ,. i'AjP,..46-19B7 � �- - ,O - _-". ___><^So v w �v --"�„ v L / \ \ \ \ _ \ _ \ _ _ \y ��i�\\ O - ap RECORDED IN DB 51 689 701 _ _ __- v v ,, v v v v v _ _ _ _ _ _ _ _ _ 11 I�� _ / � DB 335SPC 747 _ OO 6. PUBLIC SWM FACILITY EASEMENT DEED OF DEDICATIONS WERE NG Zoo -YEAR FLOODPLAIN (TYPJ' .-- - ,\ ¢o . \ ...� \� � � \ \\ -- ------ �� - - 4' 4,E _ 3780 AC. - j' v---q•--�...,/ v 1i1 / / �' v.EXISTI ¢ \ \ \ T©5 -- - \... z - \ 42/0 \ - 5�iiii/ RECORDED IN DB 5121 PG 676 688 n 6� \`\1 \\ 9 = ^y -- " • 0, / i =>' 7. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED Y ' / - ....... ry,� 6,w 28°2 Sj3: `N \� - ----- � y - EXISTING STREAM . � ,d s o \ \ \ __� _ - _ - „ , � . „ x� yy v • : // /,'D _ PLANS AND MAY NOT MATCH THE CURRENT, EXISTING --_, _ - - - _ ; ��\ _\ /y O _y -\ TOPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS CURRENTLY �- - 6zs,�\ _ _ - - - _ TOPOGRA \ �5 _ I - UNDER CONSTRUCTION. - - -- - 0 h - ' _ O O _ O Q r O O — — O v y / � <, v \ 1�I/ram b' -\ _ - --� l \ \_--- �\ \ � --� \-- U 11 I/ LIMITS OF EXISTING \\ \ \ \ \,,\\ \., ` - - - -_ \ '\ ----- \ \ - - - C� ` - °- 5,- -- \ \ (n MM _ ,\ \ //COUNTYPRESERVED STEEP SLOPES'� \ \ \ \ \ iti' /� e \\, I IIII IL _ _ _ -- -- ___ _ --- \ „ ------ \ �-�. _�_ .. Z w \ / / \ \ \ \.\ . 1 \ BROOKHILL - - - � - - \ 1 \ \ \ - \ \ . // HAVE BEEN DETERMINED TO BE \ o ti __- \ \ \I \ iIIASTER \ - _ ------ -- \\ \\ ---- \ \\ \ z // LESS THAN25%BASEDONNEW EXISTING PRESERVED, t - - v v v � I _ _--- - -v Al A `�-� � vw �\ v \v \ v I �'� = O O / TOPOGRAPHIC INFORMATION TO STEEPSLOPES(TYP.) 1 --,\ --- \ \ .- ASSOCIATION INC --- --- --____ - \ \ -,;� _ - -_ -- \ \ \ \ \ ,--- m / THE SATISFACTION OF THE \\\, \ \ \ e / \/TMP-46-1989 - _ \ 1 �' I e - \ \ \ \ \ ` - -:/ w --- _ / COUNTY ENGINEER, AS PERMITTED \\\\ \\ � � \ \ -L___ EXISTINGGREEMWAY(TYP. \\ • �B/SWM pG-3p - / � e \ \ \ \ \\ .-, / UNDER SECTION 3o.7.4(b)h v` V v � v I - v v v \ V e�� ^v _ � % �' _ -- e v v \ \ d\ V �.v� I H \ _ �L `� _� --�, _ \ \ \ \ \ \ \ , `-__ ` v A A V 1 1 / �� -- ' v, A _ \ V v v v _ I //// - ` A v` ` V A A V A A v _ � \ \EXISTING LIMITS OF II 11 1 II j%� \..� / � � 1 / /' / /L�111zzj \1 I ` — \� _ -- __ ,'.\\ � +pw ' \\ \\ � ` \\\\ � \� \ \\ \ `\ a\ W \ \ \ \ \ \ \ \ - _ ---- \ _ ` \ WOODEDTREELINE \ ' \ J' //// ✓' i' - \ \ \\ \e: \ \ \ \\\ \ \ \ \ \\ - v� v MIXTURE OFDECIDUOUS 11 I I �/ / �_� �� /��i// \ �� \ v �� \� V A �V AA�__, ce ( - \ �v A I /� / " - ,;':� �,-,-, -' Imo' -- �V A� \6 \ A V Avv I „ 111; PROPERTY BOUNDARY TYP. °, rz - v v v - v \ &EVERGREEN TREES I I �1 ✓ /I � �_ - _ _ - \_� V�� -' � A V A A \ - _ \ \\ - _ X I \ °o m \ \ \ \ \ 1 I I l l I I -\ r /n r ��/ �—�L� \ � i - - \ \� \ \ - �� A V A A I I I -- _ - �� _ /' i' A \ V A A� V 1 M ,� 1 I I I III EXISTING ,___-_ —� A v � I -N I z ) l 1 I I I I I l I/ I I I 11 I �\ SWM FACILITY - �I -, � � - \ \\\ \ \ `\ zv v I II II I I �I) I / \\ \ --I-� \ \ \\1 1 1 I / I vv vv v A 11IIII,'. \ ~ \ \ \ \ \� \ I I � � \x" I11111111I111 -- -- I—, _ ----------- -------JI / \ \ 111 1 111 I I I1111 1 III J_ IIII -----111 _ j= _ / / / / 1 1 --/ ----- / / I I '—j- / 1 1, 1 1 1 11 - —__ - -/- -- ___--- --- — — ---%/Iii — — -- --- / -- - - --_ _ - -- -- // /,- _ �F---.1-11 -- - _ -- -- _ ,I/ 11 __----__-- / I 11 -_---- -- -- - - / -- - - x� x� / 44:---�--------- ----L STELLA LANE n Y, ABLE WIDTH PUBLIC RIGHT OF WA \ _-- --- / - _ — _ / -- -- �_'�_ _ -I 1 ,454- / 11 _ _ / - -- - - / / / / _—__ --- -- _-- / a� / / /BR06KHIU� / �O //APART�`NIS LLC_ EXISTING LI E ,/ / . \ WATERLINE --_ _____ - -_-- - / / TM 46-1-9B1 \ -- - . I I / / / / ' /bB/5133 PG 445 -- � v / / , / -/ ) // I// // / o / a9fJ5 AC.__ v / 1 1 / / I ---' aa / / / /W_j / / / /� / // �__v� to l l 1 l �/ III �. / - %/ - I I -I----- -�__ _ / I 1 / I I I / 1 1 / / ' / I / 1 I I I I / '/- I I ', / / / I I I Y7--f-/-<--; _`_� i I _ _ l _ I_ l I- I J I l / i I I II I/ l I I T l l/ I l ' -- 11 II / / / / / / I IIIII / III' / / / / / / / / / / // III 11 '. / I l I j I I/ �// / / l // / /l / T , ' 1I11 �h\ i i i/ i / dl 01 / 11 � I II i i I, i // i/ i I I i i 1 I I I I I I / I I lIII,,` I II I I I I II ! I I I I I I I / XIS / EXISTING 8'j // SANITARYSEWERI / / EXISTING FIR( / / HYDRAN / / / / II \lG / I / / = I/'. ,V / / / °' °o v I / / / / / / l l l l I I it / 7 j--' � /_ , /' - - \ V ` / /� / / / / / / / / / I / -- � \ \ \ � \V 1 /// / / / / / / I I II v ,'/ / — i� v -1 �� ,' /_ / A \ A V E / / / - _ - / \ \ V \ 0 \ V A A ///� /'/ j/ // / / / / / l l I / � � �� _ �-- �_�/ i /_ -- A V \ V AV A / / / / / / / / / I / // /� - - - i / \ V � O A A 1 / / // // / / / / / / / i //- L ��/�-- ��-_�' -� - Av O A A \ I / / /// // /' / ' / ///// // / 11 11 ,) / -----\ ;/, jig ��\\�___�� \\e O EXISTING RIGHT-OF-WAY \ I I / / / / // / �' / / � / / // I I 1 P] _ __ "/ _ - .e O --- - - _ - V I I I I / / // /- h�/ / I I / / - �_ Iv-- ____I - '-- / I O 1 1111 I I I 1 I / 03 / / I , I LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES -- / \ I I I \ , 1 I v v I I I I j ' / / I v )HAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW � _ _ _ �-----' � � � � � � � � � � � � � / / \V I A\\V � AV A\\ V 1\ I V v � lV / - TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE - - / � I � I 1 T I '* I 1 1 I a / XISTING 5' CONCRETE SIDEWALK \ 55g°o4' 24.86" \ \\\\\ \\\ \\ I \ \\ \\ \\ \ \\ \\ � COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h - /- \ � � 1 II II I II I II / I \\ 4517T \\\ \\\\\\ \\ \\ \\ \\ -----'-\ � i �'---- --- -_ ------ U \ I II I II I I\ / I ' I I \ I 1 I I I \ -\\ \ 1� \ \ \ \ -- I \ -\\ � I II 1 \ 1 I I I 1 I I I I Q / ----- \\�� \ \�--\\�\� 4\-_ -\ \ i ,��' _ \- - \--_- \\ I I I I \ I I I I I I I 11 I \ \ \ ` __ \ - _ _ ---_ ---__ --__ _i EXISTING PRESERVED d 9 \ \ \ \ \\ \ \� \ \ / 1�/� -1 �'� - _--- ---- __ - / I I I I I I STEEPSLOPES(TYP.) I o1 CROCKETT \ \ \\\ \ I -` I i — — _ _--____-- l r CORPORATION vA vvv v v _ v v v I I , _/ i �V I / � - -___-- -- v // i �/ .'� v v r v 1 i // -_ _ __ I v / l I / I I l 1 wI TMP 46-1986 `\ \ \\\\\ \ \\\ 1 1 \ 1 I / / -' % --1 ------ ------------- -- \\ \` / / // I DB 5346, PG 251 \ 1 1 \ I I \ \I // / I I / ' ' - - — — — -------__ - \ \\ \ \ \ 111 i // / / / // / 1 I I / z v ll l III /// / / „' / ' 'I i/ / / i _-_- v`V AAV�\111 -- --� ' / / / / / / / I I A ( 1 / __ \ \\\1 I I i / / l I I 11 `\ I ll I / I / / l l / ' �'�'''i' I i' ----- _ \\\ \ \IIII IIII i / / / / / l / / I I \. 1 \ l l l l l c-_-' / '� -/ - - -�/�i i i \ \\ 111 III I --'� i' / /' / / // l / / l I / OO / / - - / 1 1 I III I I / / / / I I / / I EXISTING III l / l I\ A`"% / -_ `__%' �� /'1�I j / I I I I IIIII IIII �II -----EXISTING LIMITS OF /'/ ' // / /' // / j l I �I\ \V - I 11 11 I I 1 1 V v v-----------'i -' i'/ I I I I I I I I I l l 11 III / / / / / / / I 1 , LAND RESERVED FOR I I \ I \\ \ \ `- _ 4-7- — __ -'i IIIII III I I II _ _WOODEDTREELINEz // // / // / // / / \ FUTURE DEDICATION UPON I \\ \\\;_--___-- ___ -_ _-'--'i I I I I I IIIIIIII IIIII MIXTURE OF DECIDUOUS / / / / / / I A \ VA\ �---- -- -'� ! I I I I I� IIII I IIIllI III I---&EVERGREENTREES -,�/ � '/ / / ' // I �/ I � DEMAND FROM THE NTY1 vvv v 1 _______ - _ _ _ -- --- �- v 1 1 I I I III IIIII III I II I - - / / // / \ \\ DBU5107 PG 148 1 11 — _ — — ---- ---_ I I I I i imil 11 Ilii li lil,-------- _ -,' - /' / // //I / I \ V v I / ---- I A 1 1 I I I II I I I I I I I III IIIII , --- — _-' /' / / / A% 0 \ ` I // I I I I I I IIIIIIIIIIIIII IIII __ � �- - / / / /• O �' I I I I IIII III II I III I - --'' ---- , / / / / . \\ EXISTING STORM- ass ------------- -------- I I — / / / \ -- TEMPORARY GRADING AND i i I i I I I i Jill li ''I'll I li i I I i III - � - -' '/ / 00 SEWER SYSTEM %\ \ fli III II I I/ - -- -�� \�/ / 0 / \ -- -- CONSTRUCTION EASEMENT i I i IIIII; III IllilIIIII1 _ -'-_= - _ OO � '1 DB 5447 PG 603 i I I Ill IlImIllli Illlj Ilillljll ` V � ''� /----_ _ �_ , , /N r I 1 ,� Ly � 11 A\ // I I II�11111I1�IIIIIIIIIIl�j�jlll `vI� // .-- -- /'/%`�",� \'/D EXISTING VARIABLE I I III I I I I I - V I /' / �' j. i/ 1 ` WIDTH PUBLIC STORM i \ 111111 I �' I 1 1 ll . _ / I __ EXISTING i2" DI -.�. 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I DB 5274 PG 376 1 \ \ \ \ \\\\`�\\ \\\ - \ \ \ \ � 11 .- / EXISTING8" I 1 / / I \ \ \ \\\\ \\\ \ \\ \\ \\\\-\\ \ \\\\� \_� \ \ \ S \ ; I � \ \ \\\�\ \ \ \ \ \ � \ / SANITARY SEWER -- - --- -- -- - - -4.-- - - _ --.. / \\\\\` �\\ \� `-- \\\\\\`- \\-,\\ \\ \ \ \ \ \ � \ QO \ \ • J/ _- 'ash------- 7- / -� \ \ \\ \\\\ \ \\` \\` \ \ �\\ \`\ \ �� ` \\ `\\\\ '� `_ -- \` \ \\ \ \ /' EXISTINGro'CONCRETESIDEWALK I BLOCK 1C / I / ' o \ \ \\\�\\\, , \ \,� - � \ \ \\ / I I / / 1 AV A Al v v `_v--v I I Vv v / PROPOSED �DEXISTING / �/ �/.--� ��, \�\II'llll III\� �', _\ I/-_L--_-__ A,r \_>✓ BLOCK 1B I PROPERTY LINE I CONTOURS / D I -f 111 A �vp� - -- XISTING RIGHT-OF-WAY 1 / / I IT-F I ` \ \ \ �� j// �T/ / / / > //' - - \ _: ;1 / - /� 1 I I I - y �� -i l l �/ /u / Z i � \ � 3 1 / / . / I I Ill 1 1 \ 1 I A A ) III ICI / l l / /� // �h / / / , N m / '/ IllI --___I V A I I I l I �I I l l///// // / , vim, I / �/ �/ / / / 1 ( IIIIIIII Av v— - v� I � I I I I I I I I ,11� I I I I I /I I I �y/ - 11 EXISTING ARCHER AVENUE / / � I I I III I v - v I I l - 1 1 1 11 I I I I I I I I I I /' l l I IIII \ \ \ I Ial I I I I I I I I I I I III I k �0' ACSA UTILITY EASEMENT /� 1 IIIII I - I I 11 1 1 1 I I III v v v I � COUNTY PERMIT: # SUB201700117 A I I 11 I I I I 1, A ° i I I DB 5447 PG 603 /' / / I I 11 III 11 1 v\ I I 1 1 I I I , A A I I 1 1 1 l� ry r EXISTING 5' CONCRETE SIDEWALK I I / / / _ I I I I V 1 I I I I 1 l 1 I I 1/ - ------------ I / / / 1 I 111 \ �\ 1 11 I I I I I I I I I I I I I 1 1 IIIII I 11 / VARIABLE WIDTH PRIVATE - I / // / -/ I I 1.111 v A V III III I I I I Ill I I I I I I I I I I II ,.� I ACCESS AND PARKING ��----------------49' RADIUS TEMPORARY / / / I ` A I I IIII 1 11 1 I I I / l 1 CROCKETT I 1 I i \ \ \ I I I I I I I I I I I I I I I l I l/ l IIIII 454------- TURN -AROUND EASEMENT // / I \ \ I l I I / I I l I / I I i 1 /Ill/ / / / l / / p/ I1 EASEMENT --- / I CORPORATION 1 \ N / I BROOKHILL DB 5447 PG 603 DB 5447 PG 603 I / // �M Ill I l / ll \ / I _/ / I TMP 46-18A1 vACCE S ERA'EN!E T 1 i i l I i i i i l l// l / /1'N l D DB 5274 PC 376vI i i i l I l ----- / ' / I I IIII III I I I l l ly,'`� MASTER 5s9' �3 ig 65'� - - - - - s3� 36'-40.34° W I v l I I ASSOCIATION INC . 99 z7z' 6 % , / 1 20.708 AC. _�_ - -- SS9°oy z�.B6 E -=--- -- �1-%�--- / '� I DB 03 I vv v vV I I I I I I I I I 11 I i i I l � j I I I Ill TMP 46-1989 --- --- - -� --- 1 \ ` \ I I I I i i I I 1 1 I __- ,-193.522'—, ,--<�_, S 50 72 AC / I \\ 11 1 1 IIIII 1 ov I I I/ 5512, PG 3 \ s , , , , , ,-o / / A vv I III II1111I11 I IIII 111?R�\1 1A _ -- - --___�__ -- _ - - -� \ e_r.=,.:TEN - - -� --- -- --- --- - - _ --- ---� II \\ \\ \I111I1111I11 IIII IIIII I,m,,,,,,,\ -}- T- 1 \ I v 1 I'\ 1 \ \ � \ \ \ \ \ VARIABLE WIDTH AC IIII I 1 I \ \ -- -- - -- - - -- -- -- - -- -- - -I /// DB 5274 PG 376 1 I - \\ \ ` 11 II 11 II II II II II III 11 I I 1 1 11 1\ \\\ \ \ �\ \\ \ \\ \ \ \\ WATER EASEMENT \ -- 1\ - - -! , --- —� -. 1 I A I I I 1 1V 1 1 � 1 1\ \\ \, � V A, , , AAA\ , m\ A� � V A A� A� II r1 ttl S n n i i i FHISTING I i . / I / / ��\ I / I l Ij l I I I \11\\I \\\\\\\\\�\\\\\\\\\\\�\� \�\�\\�\ \\\� ,\ \ 1 r t i i ! i L -- --- ---- i---__ i i-_-- EXISTING 5' CONCRETE SIDEWALK I \ I I j / / / / / / I \ , \ \ , % \ EXISTINGAPARIMENT I - T E%ISTINGAPARYMENT I \ I / / / / / I 1 \ \ \ \ \ \ \ \ \ BENCHMARK q BLOCK lA I 1 I / I / I / / / / / / / / I A V v \ v v v v v v `� vA v� �� \ I` �, vA STR TOP, 442-40 - jig off - ---EXISTING SALAMANDER STREET /I6 EXISTING 12" DI / I I / / / / /DTI A Amy A vA v v v � `v y v v / -+ _ COUNTY / ------ \ I / /�i' 1J�� ISII.I� ` \ \\ UILDIN I / / \ \ \ \\ n _ I ? i PERM( B20i3001 WATERLINE / --- -- ---__ \ / // / / / / / ,\\ `\\ \ \ \\ \�\\,\\ \\\\\\ � - - !_ -..--r - - :' _ - _ —i --- - - -- ---- --'_ ' i/� \------ - 2-64'-- __- / 6° �// ///'� •°'/'��0�/ / eG 1 I 1 1 \zd \ \ \ \ \\ \ 11 \j� \ / ,i . 67 so' / sw/cfrc = _'av-uP r� �\ \ l I / / / / l l l r{'-,77,.1,.. = _ _ / •� l l / , SALAMANDER STREET 58' PUBLIC R B 527 376 - - D .• - / ----�--- -- -- usvroess'w �9s.e�- . • In.er - l / l l / / l I / / l //l I l / l / / / �� ,3 q�-�O �I I- � / ':z , ..�s.:...•.1 / i --Y MARTIN TMP 46-18E1 sv zs r -- _ � / - I I a / l / l / / --'' p r__-_ TMP 46-18E2 TMP 46-18E3 / iz3Ts 1 _ -- --__ _---- TMP 46-18A -\�------ _ - 2=111.71' o , :/ I / I l I / / I 382' COYPSTANU IE LLC dk AIVIE LLC MANOR HOUSE LOT CEMETERY / _ _ _ _ BLOCK 6 — sae — Hill ELIZA88TfI ANN OCCHARLESR \' 1 \ \=309.s0' I / l / / / / / l l /' - / 386 / _ AqNN U CHARLES R. HAUGH & , BLOCK 8B \ DO 5492, ,PG 6 \\ B 9 . I�C 47 D0U87 " C B I7 I l J------- __------ \ - \ N3 Sg30 \ / I % / / / ... J 0 LSS BLOCK 19 1 � ___-- _ z -- �B i333 PC 45D 8 �h -7-�'' /_ 5.454 AC. / / l 1.9 7 q > t DB 5295 63E R / / /- 3.179 AC. A 2 / { I I � I % ��_ 3.179 i % % / -- ---� a - - vvv �\ v V �3 �W j 1 11 1 1 v�� _- Hy Lic. No. 035791,E 10/15/21 'A z g 0- 1-- z w x d O w > w in w = F- O rn z O Ln W m .-I - N w N O O N N � Q � A 0 m - m o . Ln z a) 7- M cyi M 1 N C:) () (N N > Ld __J __J U) Lu - O Q U y Lu I= U) I-_ Lu Of I— Lu Of Of O O N O 0 Of z V) W w J .~-I 15 F I w w JOB NO. 182150 SCALE 1 "=60' SHEET NO. 4 a 6 c a a � vi— v/ BLOCK 9 y v BROOKHILL APARTMENTS LLC TMP 46-19B1 DB 5133 PC 445 19.05 AC. BLOCK 4B EXISTING STELLA LANE (PUBLIC ROAD) BROOKHILL APARTMENTS LLC TMP 46-19B1 DB 5133 PC 445 19.05 AC. BLOCK 4A S Yam_, ,r y — 0 c / �y y O PROPOSED APARTM ENT BUILDING #3 (4-STORY 76 UNITS) ------------- I � I i PHASE III CONSTRUCTION (P) CONSTRUCTION w PHASING LINE z < C7 w zap w z OC d a v 0 0' JT y PHASE II CONSTRUCTION I • I ea I I I I m m I I PROPERTY LINE ROPOSED APARTMENT BUILDING #2 I -- (4-STORY------- r:` 66 UNITS) I BLOCK 1B ` — ' §TE LA LANE (109' PRIVATE RIGHT OF WAY) IIII .' �.6 it I 1 PROPOSED `-' ` --- - APARTMENT BUILDING #1 - ----- - (4-STORY 68 UNITS) PROPERTY LINE PHASE I CONSTRUCTION PROPERTY LINE APARTMENT BUILDING (18. UNITS) BLOCK lA PROPERTY LINE FUTURE BUILDING -UTURE WILDING BLOCK 1C FUTURE RI IILDING APARTMENT BUILDING (14 U NITS) EXISTING SALAMANDER STREET (PUBLIC ROAD xrIn BLOCK 8131 " "I TMP 46-18E1 MANOR HOUSE LOT CHARLES R. HAUCH & CEMETERY = TM 46-18E2 DOUGLAS B. OGLESBY STANLEY MARTIN DB 5295 PC 636 COMPANIES, LLC 3.179 AC. -DB 5492, PC 476 ;� BLOCK 19 .454 AC. TMP 46-18E3 STANLEY MARTIN j COMPANIES, LLC DB 5492, PC 476 El FUTURE BUILDING T /I BROOKHILL MASTER ASSOCIATION INC TMP 46-19B9 DB 5512, PC 303 - - 50.72 AC. ------------- 111111111111 b W1111 n BLOCK 6 TMP 46-18A HAUGH, CHARLES R & ELIZABETH ANN OG DB 1333 PC 450 3.179 AC. 0 FUTURE BUILDING FUTURE BUILDING FUTURE CLUBHOUSE FUTURE BUILDING FUTURE BUILDING FUTURE BUILDING n CROCKETT CORPORATION TMP 46-18A1 DB 5274 PC 376 20.708 AC. SCOTT/R. Cr'LLINSZ Z Lic. No. 035791,E 10/15/21 �4 po�Slnnre T. E�r'l� z i g z � w � a _ o w i o yw 0 Ln 2 z 0 i �' i > w I 0 LU co ' ^j^ 1 NCD LuN w Q > Q ♦ � �_ z z w a LL- O OO O w L9J co> Q ,-I U W U U Y O o Lu J m OO D J Q OOul (0 U) J c� o w J w > BROOKHILL MASTER �o Lu H� O ASSOCIATION INC � 2 TMP 46-19B9 0 DB 5512, PC 303 �`;I U) Y 50.72 AC. J w � Lu0�/ O O - N w J O w Lu • .; �� rnKKnvG �rac.t BIKE LANE PROPOSED ' • (P) 6' BLACK RIGHT OF WAY 3'R PROPOSED STOP METAL BENCH w SIGN (TYP.) PROPOSED (4) \ L I;L' L BIKE RACKS, SEE — DETAIL SHEET i5 e a, e � C Sl _ (P)TRASH O U _ SIGHTDISTANCE=z80' ---__- 5 CAN N > STELLA LANE H, U " E LA ¢ (109' PRIVATE RIGHT OF WAY V I v &, . WW. . .W..+aW.rW .yWW.° LL w R EXISTING PROPOSED INGRESS/ fDS o%$O. PROPOSEDii'BRICK/EGRESS LOCATIONANIETGAR ST 3 ' PACE - - -MAjCH LAN E- - ONCRETE PAVER STELLA LANE - - - - I TERSECTIO =1zz' " SG p1- -- W W—�—� BLOCK 1B SIDEWALK (PUBLIC ROAD) . .SM��7. _ PROPOSED ig' BRICK / ' �Q-. '� CONCRETE PAVER t ` . ° . ■ gb ' w o SIDEWALK in LT N >-J (P)TRASH (P)6' BLACK v v .\SSP�jGE'28 G% " " ¢ CAN METAL BENCH O 5(GNT D O IL R r s, - 5 PROPOSED _ "� ° MONUMENTSIGN ^;.8 '' _- _ _ - ° II'III p, 1 PROPOSED VDOT STD. CG-12 PROPOSED 3� SEE DETAIL ON SHEETiS RIGHTOFWAY PROPOSED PROPOSED 6' z - BIKE LANE TRAV LW PROPOSEDSTOP APARTMENT BUILDING #1 � SIGN (TYP.) 1 ' / 30' MAX. FRONT (4-STORY PROPOSED 6' CONCRETE 3 °, > _ I E7PE/RFD s SETBACK 68 UNITS) SIDEWALK(TYP.) PROPOSED PARKING, ACCESS, PROPOSED O I1✓ LANDSCAPING &MAINTENANCE EASEMENT BLOCK 1C ° I PROPOSED GARAGE I I BUILDING iz'xzo' MIN. PROPOSED HANDICAP SIGN ENTRANCE SEE DETAIL ON SHEETz5 I PROPOSED VDOT STD. CG-12 I PROPOSED VDOT STD. CG-z EXISTING 1, 11-- iSEE DETAIL ON SHEET i RIGHTOFWAY SEE DETAIL ON SHEETiSp u f EXISTING ARCHER AVENUE CURRENTLY UNDER CONSTRUCTION SEE PLANS UNDER SUBzoi7ooii7 BROOKHILL APARTMENTS LLC TMP 46-19B1 DB 5133 PC 445 i6' 19.05 AC. F/C-F/C Eb 16' BLOCK 4A 93' Iw m 3'R PROPOSED NO �LUIf O.� 7, t PARKING SIGN (TYP.) 4' ti j PROPOSED 11.8'� — YP.ani, BUILDING 99, 9QR ENTRANCE o 1 CI O w PROPERTY PROPOSED VDOTSTD. CGz > I BOUNDARY PROPOSED SEE DETAIL ON SHEET 25 GARAGE a 5'R 3 R ~ 31R 1 3I'R PROPOSED PARKING, ACCESS, 12'x20' MIN. 5 9 30 I LANDSCAPING & MAINTENANCE EASEMENT I I 5' MIN. SIDE SETBACK I PROPOSED 5' CONCRETE d 11 SIDEWALK (TYP.)} 50 " F PROPOSED VDOT STD. CG-lz 3'R Q 3'R 3'R Q z SEE DETAIL ON SHEET i5 w = 1 N w PROPOSED VDOT STD. CG-6 n w p PROPOSED HANDICAP SIGN (Typ.) > SEE DETAIL ON SHEET 15 O < SEE DETAIL ON SHEETz5 Q 5,R 3'R F 3'R IT II F- M S� ------- I ,INSIDE SETBACK - - z6 TRAVELWAY .. .. 3 R I I -- - - - - - - -- - - -- - -- - 13 -- - "-- - - -- J kpi 23 PROPERTY. izR 5R 3R 3R 3R BOUNDARY PROPOSED VDOT STD. CG-z 5` MIN. SIDE SEE DETAIL ON SHEET 15 BLOCK 1A SETBACK ----- � - I ® ® ® ® ® ® ® I 'i 'ii I 'i 'u I'u ii I I ii I I ii o ii o ii II ii I I i I i I i I i I i I i I - - J � _ _ —LL _TM _T_ _ -—� _�� _� _� q _1 � � _T _� _T __ T __T _�_ _T _� EXISTING APARTMENT I; I; ;; ! EXISTING APARTMENT -- bUILDINC _ ii li ii- P UILDIN------� �_____� _ L-------------,-- ------ ----------'�----------- ------ ---- ----- ----- ----- ' ---- " °18 UNITS' '�� '�� I �14 UNITS � � I EXISTING STREET AND SIGN IG STOP ° , w { , (Dwa Z Q 0 EXISTING S' CONCRETE N LU V X w m w oc a" ■s D- DEWALK EXISTING _ SALAMANDER STREET u a i w (PUBLIC ROAD) N N w DISTANCE TO NEAREST BLOCK 8B I INTERSECTION =3o5' TMP 46-18E3 BLOCK 19 STANLEY MARTIN COMPANIES, LLC ' ` DB 5492, PG 476 \ 1.947 AC. TMP 46-18E1 ----------- - - - - i TMP 4618E2 - MANOR HOUSE LOT STANLEY MARTIN CHARLES R. HAUGH & COMPANIES, LLC DOUG DB 5492, PC 476 DB 529E PG 63BY ---1--- -- - -- � 5.454AC. J 3.179 AC. / I - / - -� _____---------------- I / I I CEMETERY NOTE: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. �TH 0 z. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. z REPRESENTS ONE PROPOSED PARKING SPACE. 3 0 0 y. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". �. S. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. SCOT T NUE R. LINS'Z 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTI O e--e TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST C-) Lic. No. 035791,E EXTENT POSSIBLE. 7. SEE SHEET y FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. �� 1U/15/21 8. CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FACE OF CURB. 0+6 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT �SSIONAL E�Ol SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. io. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING y FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. n. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FORA DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. Iz. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT COMPLEX. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS WITHIN THE APARTMENT COMPLEX. i3. ALL PUBLIC WATER AND SANITARY SEW ER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. Z iy. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON SHEETS 11&iB. 15. ALL PRIVATE YARD DRAINS SHALL HAVE A io' PRIVATE DRAINAGE EASEMENT. 16. THE TRASH COMPACTOR AREA SHALL ALSO INCLUDE A RECYCLING BIN FOR THE APARTMENT COMPLEX. F 17. SEE SHEET i5 FOR DESIGN OF THE CONCRETE STEPS AND RAMPS. w L z VDOT NOTES: g i. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR w DAMAGE. Z w w z. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE a NOT YET BEEN ACCEPTED BY VDOT. NO MOT PLAN IS REQUIRED AT THIS TIME. 3. ATRAFFIC MAINTENANCE PLAN (TMP) SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND r/ F- LU VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. Ln wp w O � w w ZO w ~ 0, F- w Z � z z o ` z in n > LU a IJi F LEGEND ■ ■ ADA ACCESSIBLE ROUTE O OPEN SPACE AREA ® GREENWAY AREA ASPHALT PAVEMENT CONCRETE SIDEWALK BRICK/CONCRETE PAVERS RESIDENTIAL BUILDING COMMERCIAL RETAIL SPACE PROPERTY LINE BLOCK 6 TMP 46-IBA HAUGH, CHARLES R & ELIZABETH ANN OC DB 1333 PG 450 3.179 AC. NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MECHANICAL EQUIPMENT FOR BUILDING #3 IS LOCATED ON THE ROOF AND SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. GRAPHIC SC ( IN FEET ) 1 inch = 30 ft. LUCn ti Cv, M z N ® cy) Q 0- 1 N w CD C' 1 LU N (N I� Lu < V) W QJ J_ 7 i H� " W 0 z o Q _ W U ~ W U LU O J o0 Ul I.-f W J J Z W I --I ul J LU o J cl� °C (D m O O N w J U w w w O _ a U) JOB NO. 182150 SCALE 1"=30' SHEET NO. 6 T PROPOSED VDOT STD. WP-1 MILL/OVERLAY OF EXISTING ROADWAY 1oo'xi8' PAVEMENT ---------------------- BLOCK 4B ----------------------- BROOKHILL APARTMENTS LLC TMP 46-19B1 DB 5133 PC 445 19.05 AC. mi 16' w n ZZ 00 V W w 0 Q U Ul (7 w ¢w z_ z > = v A,V) m F- w a LU " Q w zz 0 0 U Lu LU H z EXISTING ARCHER AVENUE, CURRENTLY UNDER CONSTRUCTION SEE PLANS UNDER SUB101700117 EXISTING STELLA LANE (PUBLICII ROAD) - ," PROPOSEd OPEN ; ' " ; " ' " "• ' ' T � SPACE I EXISTING GREENWAY TYP I •� c-. PROPOSED BUILDING ENTRANCE j S'MIIVySIDE" "";'`.. , ♦ .. r SETBACK A PROPOSED DUMPSTER PAD & BRICK ENCLOSURE TO PROPOSED "I' ENCOMPASS THE TRASH PROPOSED GARAGE , ry; I COMPACTOR AND RECYCLING � 12'x20' MIN. PROPOSED & CONCRETE •" ' I BINS. BRICK TO MATCH BUILDING APARTMENT SIDEWALK (TYP.) AND ENCLOSURE TO BE AT LEAST BUILDING #3 PROPOSED 6'INHEIGHT. SEE ARCHITECTURAL (4 STORY BUILDING I DRAWINGS FOR MORE DETAILS. ENTRANCE 76 UNITS) I 10'x14' CONCRETE IIz - DUMPSTER APRON, 10 Y SEE DETAIL SHEET is my N. IXm #� ®■�'®' .m ■.'� ■,..'��i li. 11 PROPOSED IQ w 0 yr. 1 VDOT STD. CG-z g n PROPOSED 10.4'' J HyqP itl o GARAGE �11.8' u.8' ; 11.8' 10.4' �; 101z'x1o'MIN. ■ ■ ■ . ■ r p�� (} 3 R 5� 1sn Q PROPERTY N BOUNDARY I PROPOSED 'o w 11 °�° ■ L'V OT STD. CG-6 " > H Q- 3�p 3'R 5 R _.3 3R _LLI , °c I I�PROPOSED PARKING, ACCESS, H 26' LANDSCAPING & MAINTENANCE EASEMENT z TRAVELWAY 9' I (YP. II PROPOSED HANDICAP SIGN .',�, `'Tp "'S� Q 31R - 51R I SEE DETAIL ON SHEET 15 '� .�Q- 3: I I PROPOSED VDOT STD. CG-12 PROPOSED *° O1 J w VDOT STD. CG-z SEE DETAIL ON SHEET 15 77 Q 141ad I I PROPOSED 3'R 5'R I.,. 11 BUILDING I ENTRANCE (TYP . 32 20' a } RAVELWAY I PROPOSED VDOT STD. CG-12 50 SEE DETAIL ON SHEET i H } 5 PROPOSED Og 3'R Q 3 R 5 R � 1 BLOCK 1C MONUMENT SIGN 1 2 P S' MIN. SIDE (TYP.) PROPOSED N j SETBACK PROPOSED VDOT� 3'R VDOT STD. CG-z F 3'R S R PROPOSED STOP TO CG 11 5 R SIGN (TYP.) ENTRANCE :0 R d O 9 3 H 16 YP.) 3'R,_ 1z R :.• .. . 12R 1z R 1z'R�...--- U JADA LANE � PROPERTY LL - J BOUNDARY PROPOSED " LL (24' TRAVELWAY) > VDOT STD. CG-z 3R F R I�SR 3R - 12'R 12'R 3' 5R I 13 a I' 4 PROPOSED VDOT STD. CG-11 II I II I SEE DETAIL ON SHEET 15 26' ROPOSEDINGRESSI TRAVELWAY O :CRESS LOCATION ;�• H > 13 9 9 LL F (YP. (YP. r 23 6, © 5'R 31R Q 3'R SR Q PROPOSED HANDICAP SIGN PROPOSED6'CONCRETE - J y / y y y y BLOCK II y y STANLEY MARTIN " y -V COMPANIES, LLC a y TMP 46-19B7 y DB 5355 PO 747 ' 37.80 AC. y =- y - - EXISTING STREAM y - y y y y y � BROOKHILL MASTER ASSOCIATION INC TMP 46-19B9 DB 5512, PC 303 50.72 AC. SCOTT/R. Cr•LLINSZ Lic. No. 035791,E 10/15/21 �4 po�Slnnre T. E�r'l� lJ O a ` u U 00 Ln w i i W Ce 1 I I I I I I 11 •--I N I w SWM FACILITY o rn I II 00 o � I I I I C)7 1 \\--------------------------------- C'7 SEE DETAIL ONSHEETI , w w 5 SIDEWALK (TYP.) " > " > PROPOSED VDOT STD. CG-12 @ O1 N Q Q Of I 5'R � -. 3 PROPOSED PARKING, ACCESS, SEE DETAIL ON SHEET IS 5 R 3'R 3'R 5'R 3'R I LANDSCAPING &MAINTENANCE EASEMENT I PROPOSED m_'jr) 3, P... ® zo' GARAGE T ■ 1p jz 1z'xzo' MIN. F/C-F/C — — — — — — — — — — — — — — — — — — — — — — — 1Z Q '.. a �} I< w o ■ 5R 3'R >_ 3'R 5R $'R 31R o O ' PROPOSED ■ w VDOT STD. CG-z MIN. SIDE PROPOSED v ■ > S BUILDING o SETBACK i o ENTRANCE H 3 ■ ■ Q.. 3, 3'R � I , � 9 t s p PROPOSED PARKING, ACCESS, *' u.8' 11.8` u.8' :10.4' d 8 9 LANDSCAPING & MAINTENANCE EASEMENT PROPOSED R PROPOSED NO ENTRANCE___ 3 i I PARKING SIGN (TYP.) 1 I I I PROPOSED (4) I. BIKE RACKS, SEE' DETAIL SHEET 15 PROPOSED (2,65o sf) (TYP.) PROPOSED 6' CONCRETE COMMERCIAL RETAIL SPACE SIDEWALK (TYP.) PROPOSED MAIL KIOSK PROPOSED MONUMENTSIGN PROPOSED GARAGE ED } PROPERTY APARTMENT BUILDING #2 12'x20'MIN' BOUNDARY PROPOSED (4-STORY PROPOSED STOP 21 PROPOSED VDOT STD. CG-11 8'x20' PARALLEL PROPOSED 6' SIGN (TYP.) T AV L 66 U N ITS) SEE DETAIL ON SHEET i5 PARKING SPACE BIKE LANE PROPOSED (P) 6' BLACK RIGHT OF WAY 3'R PROPOSED STOP METAL BENCH a — SIGN (TYP.) L 4 - a (P)TRASH ■ LL w� LANE-� LL i!1 N `_>J STELLAH V 1 H v CAN ■ H to '' " a 109' PRIVATE RIGHT OF WAY LL I 8 PROPOSED INGRESS/ IN(_ ----- go-��----�-�- ��- EGRESS LOCATION NCETTEAR�E�ST •\�E'�/ _DIS RSECTlO BLOCK 1 51 'CQ. S 6. B H PROPOSED 19' BRICK / . .. . . .. .. .. . .. . .. .. .° . .. W CONCRETE PAVER ■ - ' $ � SIDEWALK (P) TRASH (P ) 6'BLACK v m i2 of ii PROPOSED i1' BRICK / CONCRETE PAVER SIDEWALK LEGEND ■ ■ ADA ACCESSIBLE ROUTE OPEN SPACE AREA ® GREENWAYAREA ASPHALT PAVEMENT CONCRETE SIDEWALK BRICK/CONCRETE PAVERS RESIDENTIAL BUILDING COMMERCIAL RETAIL SPACE PROPERTY LINE Cn N ® CY) i N C::, L N N Lb > LLI J J U) ` Lu H � 0 J U W Lu � ul U) z LU Lu � Cn JLu J� C:) o N CROCKETT CORPORATION TMP 46-18A1 DB 5274 PC 376 20.708 AC. GRAPHIC SCALE 30 0 i5 30 6o ( IN FEET) _ 1 inch = 30 ft. uj V H� LL. z a a- �--I Lu U 0 co J H� 0 0 M� W JOB NO. 182150 SCALE 1"=30' SHEET NO. 7 L o g / I O I + PROPOSED PROPERTY 45333 1 I /0II / / —I FBOUNDARY(TYP.) U > 11 454.00Lu • 'e .. 54:.04 ' 452.83 EP 2i 45333 453 3 TC PROPOSED 20' ACSA UTILITY EASEMENT / // / // / O 0 cc ONO F i53P� I / po 45.3 <s31« 4�33 J4 PROPOSED8HDPE _ I I ROOF DRAIN SYSTEM a\ I 1 O / / > S EP5 Q I oA H- NOTE: NO PARKING LOT GRADE SHALL EXCEED % / E I 9-- � .. 454.00 / / ' I I PROPOSED 8" PVC 5 SANITARYSEWER TMP 46-19B3 111 CROCKETT CORPORATION EXISTING ARCHER AVENUE I 11 CURRENTLY UNDER CONSTRUCTION II DB 5011 1 DD_ 107 PG 148, DB 1 PG 644 .• I 1 I SEE PLANS UNDER 454.00 45 II �I 3 ( '�2AC SUBz 01700117� zSTEPSrq / PROPOSED 8" HDPE rj PROPOSED DRAINAGE SYSTEM F N N I I ROOF DRAIN SYSTEM 451/ I I\ / n PROPOSED 20' PRIVATE. II I \ ` ' / / 000 o / ^ DRAINAGE EASEMENT PROPOSED 8" PVC I SANITARY i o \ PROPOSED 20' PRIVATE EXISTING 12 DI WATERLINE I 45333 SEWER SERVICE LATERAL .PROPOSED PROPERTY 45 I I DRAINAGE EASEMENT ® `q\ BOUNDARY(TYP.) L I I 1 E I \—\4\5 0 oEP P5o.oEXISTINGroACSAUTILITY EASEMENT (D.B.5447 PG.6o3) 5� 50.3TC TC 449. ,_4I 40.17TC45o — —— — — -- — — — — — — — — — — — — — — — — — — — -- b� $449 So 400TCL L9 I I/ / / 1 j —I — -----i--- I� 1 5 i I I / TIE-IN TO EXISTINGSANTARYSEWER —_ ----- ___ _ Q8 -� + / / I MANHOLE INSTALLED WITH BLOCKlA = _--- -- — -- — — — BLOCK 1A —_ TIE-IN TO EXISTINGSANTARYSEWER _____--__ _ �J —_— -- — ____ —�_— ,MANHOLE INSTALLED WITH BLOCK 1A I /J 1-- - —� ---- - I ------- — — — — \ 1l ® ® ® ® ® ® ® ® ® EX-lA-6 ® ® ® ® ® ® TIE -INTO EXISTING STORM DI / I---- -I- — — — — — 2 ® X ® ® ® ® ® ® ® INSTALLED WITH BLOCK IA O•e ''� �•°"�� ° —1II - - TII' -- IILli iIII — pnpI"nIII - - nnn"—i"li - -popI'ooII — iLII II III IinoIi IILi iII' nnuI'noI 'onn—io l ouII'oIII — 'on'L �0 ---auIIIIIu I'I -- --'nu"—IliIiI ---- IIIluuuIII - -I — i - - - ' • 4 IIII II Uj I I II I II I L CD iEX-lA- -_ I-- ----I - -_____ ___--- -T--_¢ I EXISTING APARTMENT EXISTING APARTMENTN ~� Z Q \`Li •. I .•.> I� —.--J II �.I i� i� i� --I� i i� II � a—�hy"� fIII � /i'I /I / /i/ 11 I J6I O L—----- ------II-----II ---- --- ------ +------- '-8 UNITS"----------'14 UNITS---W J < LU> Q w w M M M\ m Q ,-� / EXISTING SALAMANDER STREET 'PUBLIC ROAD R/W) / / U Z / — — - - 0 _ 1 I i — 440 — _ --- -- — --- ---- ----- — — — — — — CEMETERY / Ul _j cn ~ LU LU BLOCK 19 r I I I I / 1i / / / BLOCK 6 \ I fLl �� / / i v F_ DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH' (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 4 DI-3C CG-2 6 450.17 VDOT STD. IS-1 REQ'D 3 15 151.87 0.70% 444.17 443.10 HDPE 2 DI-3C CG-6 16 449.00 VDOT STD. IS-1 REQ'D 1 15 50.35 1 1.99% 443.00 442.00 HDPE 6 DI-3C CG-2 6 452.50 VDOT STD. IS-1 REQ'D 5 15 180.96 2.80% 448.17 443.10 HDPE 8 DI-3C CG-6 8 451.00 VDOT STD. IS-1 REQ'D 7 15 50.01 2.00% 445.50 444.50 HDPE C-61 I PROPOSED TYPE A w � w w w ,� w w w w w \\ 11 PROPOSED 8 x4" TEE & (1) 4" G.V PROPOSED 8"x8'°TEE I BLOW -OFF ASSEMBLY \ O EXISTING 8" PVC SANITARY SEWER _ �yTH � EXISTING IS" RCP -- --------az- TO BLDG. #i 4" DI FIRE LINE'. g -- & ROPOSE.V. - 17+SO 18+oo TO REMAIN 18+50 . , 1g+oo ... . , 19+50 20+00' , zo+So' \ BLOCK 1B `WSTELLA'LANE `.MATCHL1NE-5'EE'SF4EETg o zl+oo 21+50_____D \ SCOTT R. LINSZ kDPRIVATE�STREET..".'. y .".".'. + 454 ==; N PROPOSED VAR. WIDTH ; / = ; C-6o kSa ACSA UTILITY EASEMENT PROPOSED 8" xy"TEE & (1) 4" G.V TO BLDG. #1 DI SERVICE LINE / - O PROPOSED FIRE HYDRANT 4 O' /-------- -- ASSEMBLY w/8"x6" TEE ' U Lic. No. 035791,E / A 10/15/21 / �SSIONAL ECG -- --- -I- -- - — — ' ; / EXISTING DI-aB INLET TO BE REPLACED - I — — — — — — — — — — — — WITH A PROPOSED DI-2C INLET PROPOSED 1.5" METER VAULT & _ r _ ffl��PxE K COPPER WATER SERVICE LATERAL LOCATIONOFt- o .. b k45�'$2 45333 45333 I: 1 N / / N 53-17 EP APARTMENT BUILDING ##1___POPOYEASEMENT PROPOSED 45�67TC" s° PROPOSED 8" HDPE UTILITY / ROOF DRAIN SYSTEM- - - - ----- y5z.00 / / as4.00 (4-STORY I� / Lu 4513o TC w e 68 UNITS) 6 FFE=454-00 PROPOSED 20' PRIVATE f DRAINAGE EASEMENT I1 F- \ \ \ \ U \ I a V) �v v ,]OB NO. 182150 II I II G\RAPH\IC SC" LE SCALE v\ � 30 \ ° 3° �� 60 1 „_30' / \ I \ \ I\ I \ SHEET NO. IN FEET ) 8 1 inch = 30 rt. "NODE: SLOPES GREATER THAN :''SHALL BE PLANTED ITH'NATIVE L \\ \ \ \ \ \ \ \ \ \ \ \ _ - \ - _ ` y y \' / y y T L y yL' y STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION \ \\ \ \ L - - - _ - - _ - \ �\ / y! \y 0 SEEDS AT A RATE OF 6o LBS. PER ACRE OR i LB. PER i o0o SF. \ \ \ \ \ _ _ _ - � y y y / \ \ L \ \ \ \ y \ _ y y ��•. \A VA AAA \\�� vv� -- - _� ��V�vv v� y-� y\y A vy y .v•. •. y �\ _ _ " • ' - " • • " " ^�. ," ' • .'4�li , • . �• - "` ' ''� : ;� - AA V A A XISTING GREENWAY (TYP') \ \ - - - _ - - - - - - V v. v v y y y \ vL� L y '� BLOCK 11 - ,,,_ ''i y. y �I y��. y f rSCOTT R. LINS'_Z ---rt / - \ �, "•"'� •y,"L: \",� ."�\ \\ \ \\ \ \ -- - -- = \\ \ \ \\ y y,. O Lic. No. 035791n \ �c\, \ L \ \ \ _ _-- --_ \ \ \ \ \ y y \ \ \ \ \ \ y XISTING STREAM y y / o� 10/15/21 - �- 448 BW \ \ - ."\" .• 436 BW \ \ L - - - - \ \ \ 436 BW - \ \ 440 \ \ \ J \\ \ \ \ \ \ \ \ v ' \ / 448 TW \ \ \ \ 436 TW ��. - - - - - - \ \ \ \ \ \ \ \ \ \ 1 - \PROPOSED WALL 436 TW '\. \' �• \� \ - - - - / - - - - - \ \ \ \ \ \ \ \ \ \ \ " y y \ y Y y 3' 1 45p 444 43zBVV"�\ ''\ .�• �. V A V A - - - - - - -- _ - - - - - _ v v v A V A \ �_ y /��,'v. r� /. 1 ��''970NAL E� �- S (MAX. HT.-6') \ \ / • / '� -- - 444 \ " . , " • .� � :�, - - / / �- --- \ \ \ \\ \ \ \ \ \ \ _ y / \ �� _ w 444TW ' . ��.' ,� • y . �\ -- - _ - - i ------ -- A A \\ \� V A V \ A �, - - / \ y 438BW \ k5 446 BW \ ¢50 '� 45z TW 444TW \ 4srEPs oo \ • :, �, '' 1 455 444.0 1 A \ 4STEP5 �5 \ V A :� •A. • . �- - A V A A V A \ V I - \ 3� PS , I 438BW- PROPOSED WALL \ 444TW 430 BW. j - PROPOSED WALLS (MAX. HT.-6') \ 436 TW ' ' - - _ - P W .= A v v v - - - - - _ _ - _ - _ PROPOSED ALL (MAX HT 6') \ \\ \ \ \ ) , VA A v 455PROPOSED \ V `y 6BW 1. " PROPOSED WALL- 5HT.=6') \ \ V A\ \ v v v V v v v �\ \ I �� \ \ STEP A 44I� -` I - - _ - I .' BW (MAX. HT.=6') _ -428 BW \ \ V v \ �- - \ \ / APARTMENT \ 444 434BW - -- - �� 4 \ / / TW z8TW I \ / BUILDING #3 k5o y 436 TW 43z BV� - _ 438BW y5 --- 436 TW 438BW - - 436TW \ 444T�'V... 436 4zzB �\ o - 45500 4-STORY -1 444TW 4z8 TW \ z � \ v 446Bw -v � �� v v vA \� v A A V V AIA A I � :` I/ FF 6 UNITS) ITS) \ .: 55 67 \ BSMT=445.00 455.0 \ \ - - - -- 448 - \ \ ♦ \ \ \� / o \\ \ , 455 55.67 S4 \ \ ks \ 446 / � I •• •.: 3 p Vl V1 'll \ / / -A- --- -- - - w , \ I I >G PROPOSED 8" HDPE / I r ROOF DRAIN SYSTEM �h / ` / \ \ \ \ r L PROPOSED 8" HDPE v v �v i \ A �� W ROOF DRAIN SYSTEM L ��J r� \ \ \ \ 3 I as\ So:So EP � \ \ � � _ � \ \ SzsooTC 18 "I 454.So EP 55.00TC CID OPOSED PROPOSED zo' PRIVATE \ I I \ r \ r EF'L�DRAINAGE1 ---- - / I 454.83TC 451zSTC op 16 \ \ \ EASEMENT PROPOSED 8" PVC SANITARY N \ / /I / A V / EXISTING �. .455.0o EP 454.0o P ' 455-lo TC 454-lo TC STEPSI SEWER SERVICE LATERAL --- I zo �- v 1 A II I I / �. It I(' I 3 4ss.00eP I I j\ / I r SWM FACILITY o 4g. .:... 455 71 455.5o TC o I _ S z1 / / ' \ 1 p\ - �_ _I/ ¢ \ PROPOSED zo ACSA I ) / 33 / r - 1 C I 6 UTILITY EASEMENT �' 'i • I 455.67 I EXISTING FIRE. PROPOSED 1.5" METER VAULT& PROPOSED zo' PRIVATE HYDRANT { 1 ' A A 3" TYPE K COPPER WATER SERVICE LATERAL DRAINAGE EASEMENT III PROPOSEDo CS I Ih 11 - I I / / / / / / I \ i i UTILITY EASEMENT - / / / / / / �I' PROPOSED8"x4"TEE&(1)4"G.V I II I '� I / i / L ATI N F FD I TO BLDG. #3 4" DI SERVICE LINE - - - I ( NOTE: NO PARK NG LOT GRADE HALL EXCEED 5% / / 455.00 455.00 i \ - I I \51-7S I I / / / / - ✓454 PROPOSED 8 x4 TEE & (1) 4" G.V -PROPOSED AIR- ELEA AL E z 1 z.z TC //////TO BLDG. #3 4" DI FIRE LINE 454 So EP ROPOSED 8" DI WATERLINE 1i1WI 8 H EXISTING 1z' I WATERLINE 4 1ASSSEMBLY YDRA� � / "x6"TEE h3 - �\ �_ \ EXISTING 8" DI WATERLINE - - I PROPOSED zo' PRIVATE - - - -----I I -- PROPOSED20'ACSA \ \ ` 3 o I- _ ro �* 453.o8 EP ------- 10+0o m 10+50 -NCI v vh 45 '58TC 13+ .0 141--- DRAINAGE EASEMENT / \I UTILITY EASEMENT \ ' w w w w w w w w v3 Jr w w \ \ \ N CK46 Lw -�-- - - k- - - - z - i 1 _ LU 31 11+00 11+50 45a.81 12+00 _ 12+50 5 13+00 o - - _ - _ - L 1 PROPOSED TYPE A ------ t_ BLOW -OFF ASSEMBLY \ \ \ \ \ 36 _ _ - (�J - �OREMOVEEXISTING1z"x8"TEE ---- ----------------- ---- ----- I \ _ & REPLACE W/A PROPOSED £ �. I ]]4_54.�3TEC o I° t -- - o P ~ PROPOSED 8"x8"TEE \ \ \ \ \ \ ,, \ 36B\--N1z"x8"CROSSAND8"G.V' 33zA V.-__ �,r 454 0oTC 3�s & (z) 8" G.V.AVHE (3) EXISTING G.V. SHALL 45533 S I - - - - _ _ _ - \ - \ - - \ V Q REMAIN. i•. ` - - 454-ooTC z.5% 26 I PROPOSED FIRE HYDRANT 454 3 EP 45330 I 449 7 EP \ ASSEMBLY w/ 8"x6" TEE- 45513TC 454.ioTC I 45017TC \ I I I f 3z6 PROPOSED zo' ACSA I g II II II so 455.00 455.00 UTILITY EASEMENT o I kro \ / PROPOSED VAR. WIDTH I L + I fo\o ' YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. LENGTH. SLOPE (%) INVERT INVERT MATERIAL INLETTYPE RIM (in.) (ft.) IN OUT ELEVATION YD-1 12" Yard Inlet 449.83 12 102.83 0.56% 446.83 446.25 HDPE LLJ LU J d e -.1Q LU J z Q LU II z LU - LLI PROPOSED 8" HDPE 454.83 EP ROOF DRAIN SYSTEM /°I° ACSA UTILITY EASEMENT " I 1% 5 I I l 15 \ o 4SS-33 TC I I --- \\ > U ' \1 454.83 EP II I I I I I \\\ £ OC m Vr 45567 45533 TC I I w II. - - - - - - - - - - - - - - - - - = = a - I PROPOSED 1.5" METER VAULT & I I 3 \ / / 2 j 3TYPE K COPPER WATER SERVICE LATERAL I o V / I I I Q H I \ I / I STEPS °p I m PROPOSED 8" DI WATERLINE ry II II II I 1\ Z 1.1q• 27 3 ° F- CY o 455.671 ` PROPOSED 1o' ACSA - Q 4gs UTILITY EASEMENT I I PROPOSED FIRE HYDRANT \ / W I + _I ASSEMBLYw/8"x6"TEE PROPOSED 8' HDPE ROOF DRAIN SYSTEM o yo�o ' 455 0o EP 454 7 EP I PROPOSED PROPERTY \ j. ry 455SoTC 4551 TC I p BOUNDARY(TYP.)- - L.' o l I \ \ \ \ \ L 455,0 54 So PROPOSED 8"x4"TEE & (1) 4" G.V \ \ - - - - - - - 1 SS.00TC- \ \ - ++ TO BLDG. #z 4" DI SERVICE LINE \ v 455-67 455�67 � EXISTI G ARCHER AVENUE PLANS' LOCATION OF FDC I PROPOSED 8"4' TEE & (1) 4" G.V tCURRENTLY UNDER CONSTRUCTION 8 S.00, I I 8" PVC SANITARY 3 TO BLDG. #z 4" DI FIRE LINE \ \ \ \ - - - - - SEE SUB 7 7 o1 oouR / PRO E SERDSERVICE LATERAL I \ \ U\ \ � / 1 � / "�� • v1 � / �\ PROPOSED 1� I I I � - - - - - - - - / GRAPHIC-S-CALF 6 APARTMENT BUILDING #2 1 _ ° (4-STORY PROPOSED zo' PRIVATE_~ 3-I PROPOSED 8" PVC SANITARY SEWER / 30 ° 5 30 e° 66UNITS) DRAINAGE EASEMENT I / FFE=45567 28 453.17 EP ti / / ( IN FEET ) 4�2.81 - 4 S.00 \ 455 o 1 inch = 30 Ft. L b PROPOSED AIR RELEASE VALVE L -- - - ° PROPOSED 8"HDPE PROPOSED 8"x6" TEE TO -------------- EXISTING - 1--------- ° DI-3B INLETTO BE REPLACED ° • , _ ROOF DRAIN SYSTEM � • : ",� FIRE HYDRANT ASSEMBLY ti. ----- - I C INLET "",� �'------- ---- -- / EXISTING 1z"x1z"TEE i ° � - -= o � - -------------------------- &/ (4) -1z" G.V. 3 PROPOSED 1z" DI WATERLINE I N / EXISTING12"DI WATERLINE ------- --�--- --- - Q-r=-------� --- -J I ~ - - - - - - - - ---1- - ----- .-�. w w� C-61 ww w w w w I PROPOSED TYPE A -' w w_ I PROPOSED 8"x4" TEE & (1) 4" G.V PROPOSED 8"x8"TEE BLOW -OFF ASSEMBLY EXISTING8"PVC SANITARY SEWER �EXISTING15"RCP------------ �z----- TO BLDG.#14"DI FIRE LINE - &(1)-8"G.V. 17+50 18+0o I TO REMAINi8+56 �° -19+00--�- � "19+50 " " zg+oo' 20+5o� - 1- BLOCK 1B -1- ISTELLAIANt '-'MATCHLINE. SEE'SHEET 8 ' - 21+00 21+50 O W P W WTE PRIVAT BYRE + II 454 - PROPOSED I i C-6 VAR. WIDTH' PROPOSED 8"x4" TEE & (1) 4" G V -- I0 a ACSA UTILITY EASEMENT DRAINAGE DESCRIPTIONS LLJ LU J d e -.1Q LU J z Q LU II z LU - LLI PROPOSED 8" HDPE 454.83 EP ROOF DRAIN SYSTEM /°I° ACSA UTILITY EASEMENT " I 1% 5 I I l 15 \ o 4SS-33 TC I I --- \\ > U ' \1 454.83 EP II I I I I I \\\ £ OC m Vr 45567 45533 TC I I w II. - - - - - - - - - - - - - - - - - = = a - I PROPOSED 1.5" METER VAULT & I I 3 \ / / 2 j 3TYPE K COPPER WATER SERVICE LATERAL I o V / I I I Q H I \ I / I STEPS °p I m PROPOSED 8" DI WATERLINE ry II II II I 1\ Z 1.1q• 27 3 ° F- CY o 455.671 ` PROPOSED 1o' ACSA - Q 4gs UTILITY EASEMENT I I PROPOSED FIRE HYDRANT \ / W I + _I ASSEMBLYw/8"x6"TEE PROPOSED 8' HDPE ROOF DRAIN SYSTEM o yo�o ' 455 0o EP 454 7 EP I PROPOSED PROPERTY \ j. ry 455SoTC 4551 TC I p BOUNDARY(TYP.)- - L.' o l I \ \ \ \ \ L 455,0 54 So PROPOSED 8"x4"TEE & (1) 4" G.V \ \ - - - - - - - 1 SS.00TC- \ \ - ++ TO BLDG. #z 4" DI SERVICE LINE \ v 455-67 455�67 � EXISTI G ARCHER AVENUE PLANS' LOCATION OF FDC I PROPOSED 8"4' TEE & (1) 4" G.V tCURRENTLY UNDER CONSTRUCTION 8 S.00, I I 8" PVC SANITARY 3 TO BLDG. #z 4" DI FIRE LINE \ \ \ \ - - - - - SEE SUB 7 7 o1 oouR / PRO E SERDSERVICE LATERAL I \ \ U\ \ � / 1 � / "�� • v1 � / �\ PROPOSED 1� I I I � - - - - - - - - / GRAPHIC-S-CALF 6 APARTMENT BUILDING #2 1 _ ° (4-STORY PROPOSED zo' PRIVATE_~ 3-I PROPOSED 8" PVC SANITARY SEWER / 30 ° 5 30 e° 66UNITS) DRAINAGE EASEMENT I / FFE=45567 28 453.17 EP ti / / ( IN FEET ) 4�2.81 - 4 S.00 \ 455 o 1 inch = 30 Ft. L b PROPOSED AIR RELEASE VALVE L -- - - ° PROPOSED 8"HDPE PROPOSED 8"x6" TEE TO -------------- EXISTING - 1--------- ° DI-3B INLETTO BE REPLACED ° • , _ ROOF DRAIN SYSTEM � • : ",� FIRE HYDRANT ASSEMBLY ti. ----- - I C INLET "",� �'------- ---- -- / EXISTING 1z"x1z"TEE i ° � - -= o � - -------------------------- &/ (4) -1z" G.V. 3 PROPOSED 1z" DI WATERLINE I N / EXISTING12"DI WATERLINE ------- --�--- --- - Q-r=-------� --- -J I ~ - - - - - - - - ---1- - ----- .-�. w w� C-61 ww w w w w I PROPOSED TYPE A -' w w_ I PROPOSED 8"x4" TEE & (1) 4" G.V PROPOSED 8"x8"TEE BLOW -OFF ASSEMBLY EXISTING8"PVC SANITARY SEWER �EXISTING15"RCP------------ �z----- TO BLDG.#14"DI FIRE LINE - &(1)-8"G.V. 17+50 18+0o I TO REMAINi8+56 �° -19+00--�- � "19+50 " " zg+oo' 20+5o� - 1- BLOCK 1B -1- ISTELLAIANt '-'MATCHLINE. SEE'SHEET 8 ' - 21+00 21+50 O W P W WTE PRIVAT BYRE + II 454 - PROPOSED I i C-6 VAR. WIDTH' PROPOSED 8"x4" TEE & (1) 4" G V -- I0 a ACSA UTILITY EASEMENT DRAINAGE DESCRIPTIONS - LLI PROPOSED 8" HDPE 454.83 EP ROOF DRAIN SYSTEM /°I° ACSA UTILITY EASEMENT " I 1% 5 I I l 15 \ o 4SS-33 TC I I --- \\ > U ' \1 454.83 EP II I I I I I \\\ £ OC m Vr 45567 45533 TC I I w II. - - - - - - - - - - - - - - - - - = = a - I PROPOSED 1.5" METER VAULT & I I 3 \ / / 2 j 3TYPE K COPPER WATER SERVICE LATERAL I o V / I I I Q H I \ I / I STEPS °p I m PROPOSED 8" DI WATERLINE ry II II II I 1\ Z 1.1q• 27 3 ° F- CY o 455.671 ` PROPOSED 1o' ACSA - Q 4gs UTILITY EASEMENT I I PROPOSED FIRE HYDRANT \ / W I + _I ASSEMBLYw/8"x6"TEE PROPOSED 8' HDPE ROOF DRAIN SYSTEM o yo�o ' 455 0o EP 454 7 EP I PROPOSED PROPERTY \ j. ry 455SoTC 4551 TC I p BOUNDARY(TYP.)- - L.' o l I \ \ \ \ \ L 455,0 54 So PROPOSED 8"x4"TEE & (1) 4" G.V \ \ - - - - - - - 1 SS.00TC- \ \ - ++ TO BLDG. #z 4" DI SERVICE LINE \ v 455-67 455�67 � EXISTI G ARCHER AVENUE PLANS' LOCATION OF FDC I PROPOSED 8"4' TEE & (1) 4" G.V tCURRENTLY UNDER CONSTRUCTION 8 S.00, I I 8" PVC SANITARY 3 TO BLDG. #z 4" DI FIRE LINE \ \ \ \ - - - - - SEE SUB 7 7 o1 oouR / PRO E SERDSERVICE LATERAL I \ \ U\ \ � / 1 � / "�� • v1 � / �\ PROPOSED 1� I I I � - - - - - - - - / GRAPHIC-S-CALF 6 APARTMENT BUILDING #2 1 _ ° (4-STORY PROPOSED zo' PRIVATE_~ 3-I PROPOSED 8" PVC SANITARY SEWER / 30 ° 5 30 e° 66UNITS) DRAINAGE EASEMENT I / FFE=45567 28 453.17 EP ti / / ( IN FEET ) 4�2.81 - 4 S.00 \ 455 o 1 inch = 30 Ft. L b PROPOSED AIR RELEASE VALVE L -- - - ° PROPOSED 8"HDPE PROPOSED 8"x6" TEE TO -------------- EXISTING - 1--------- ° DI-3B INLETTO BE REPLACED ° • , _ ROOF DRAIN SYSTEM � • : ",� FIRE HYDRANT ASSEMBLY ti. ----- - I C INLET "",� �'------- ---- -- / EXISTING 1z"x1z"TEE i ° � - -= o � - -------------------------- &/ (4) -1z" G.V. 3 PROPOSED 1z" DI WATERLINE I N / EXISTING12"DI WATERLINE ------- --�--- --- - Q-r=-------� --- -J I ~ - - - - - - - - ---1- - ----- .-�. w w� C-61 ww w w w w I PROPOSED TYPE A -' w w_ I PROPOSED 8"x4" TEE & (1) 4" G.V PROPOSED 8"x8"TEE BLOW -OFF ASSEMBLY EXISTING8"PVC SANITARY SEWER �EXISTING15"RCP------------ �z----- TO BLDG.#14"DI FIRE LINE - &(1)-8"G.V. 17+50 18+0o I TO REMAINi8+56 �° -19+00--�- � "19+50 " " zg+oo' 20+5o� - 1- BLOCK 1B -1- ISTELLAIANt '-'MATCHLINE. SEE'SHEET 8 ' - 21+00 21+50 O W P W WTE PRIVAT BYRE + II 454 - PROPOSED I i C-6 VAR. WIDTH' PROPOSED 8"x4" TEE & (1) 4" G V -- I0 a ACSA UTILITY EASEMENT DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH' (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 28 DI-3C CG-2 6 453.67 VDOTSTD. IS-1 REQ'D 27 15 197.26 1.01% 449.33 447.33 HDPE 26 DI-3C CG-2 10 454.00 VDOTSTD. IS-1 REQ'D 25 15 44.03 0.70% 446.83 446.52 HDPE 24 DI-313 CG-2 6 453.58 VDOTSTD. IS-1 REQ'D 23 15 44.17 0.95% 446.42 446.00 HDPE 22 MH - 452.83 VDOTSTD. IS-1 REQ'D 21 24 79.85 0.60% 441.58 441.10 HDPE 20 DI-3C CG-2 6 452.25 VDOTSTD. IS-1 REQ'D 19 24 13.33 0.50% 441.00 440.93 HDPE 18 DI-3C CG-2 6 452.25 VDOT STD. IS-1 REQ'D 17 24 46.50 0.50% 440.83 440.60 HDPE 16 DI-3C CG-2 14 451.00 VDOTSTD. IS-1 REQ'D 15 24 163.38 0.51% 440.50 439.67 HDPE 14 MH - 448.00 VDOTSTD. IS-1 REQ'D 13 24 66.00 4.17% 425.25 422.50 HDPE 12B MH 427.00 VDOTSTD. IS-1 REQ'D 12A 24 66.00 4.17% 406.25 403.50 HDPE 12 MH 408.00 VDOTSTD. IS-1 REQ'D 11 24 54.50 3.21% 392.75 391.00 HDPE 32B DI-3C CG-2 6 454.00 VDOTSTD. IS-1 REQ'D 32A 15 88.86 5.63% 449.00 444.00 HDPE 32 DI-36 CG-2 8 449.92 VDOT STD. IS-1 REQ'D 31 15 27.68 0.54% 443.25 443.10 HDPE 30 DI-313 CG-2 8 449.92 VDOTSTD. IS-1 REQ'D 29 18 257.83 0.51% 443.00 441.68 HDPE 36B DI-3C CG-2 16 450.17 VDOTSTD. IS-1 REQ'D 36A 15 NO.50 9.90% 436.00 431.00 HDPE 36 MH - 436.00 VDOTSTD. IS-1 REQ'D 35 15 47.46 10.54% 421.00 416.00 HDPE 34 MH 421.00 VDOTSTD. IS-1 REQ'D 33 15 111.74 8.05% 412.00 403.00 HDPE w IOB NO. 182150 SCALE 1"=30' SHEET NO. 9 W 455 EX-MH- STA:o+oo EX. RIM:447 INV IN. 434-02 FROM MI EX. INV IN. 434 EX. INV OUT. 433 445 N N = i O� Ln w OLn i Hm w o o N a w 0 O M N a H m N N N LnZ = N a_ O °°'t `+"v x - xFi>> �vi�ZZ -- NoaZp x¢i>> x LLINS� O Sc TT'R�035791 i O ^� x PVI STA: 21+o6.00 U Lic. Noa 0 H0 o 46o PVI ELEV: 454.68 "0.no� 10/15/21 o ^� K:66.67 s roNAL E G 3 1 ,,, LVC: i5o.00 N a rXISTING GRADE a HIGH PT. STA: 21+1 433 HIGH PT ELEV: m z O o 454.26 _ ¢ > > O u PVI STA: i8+56.00 0 Q / 2v~iE Z Z ----- ------------ asap 455 PVI ELEV:45i.55 o m ROPOSED GRADE - - - -� Z Ln Fyw K 4 44 + - - / LVC: lo.00 n w > > ry Lu 460 LOW PT. STA: 18+55-44 I OW PT FI FV i.c, cR v v m ¢ a Lnu v w 46o z PROPOSED 6" DI� WATERLINE CROSSING 6;0' PROPOSED 6" WATERLINE CROSSII ,-PROPOSED WATER SERVICE CROSSING 20POSED 4" DI RE LINE CROSSING 450 445 1.4 8" SDR-26 PVC 280.97 LF Qa 0.5211 8" 5DR-26 PVC 440 1 1 4= 298.72 LF Qa 0.520X0 440 II 8" SDR-26 PVC 58.78 LF @ 0.94% PROPOSED STORM /x I 8" DIP SEWER CROSSING 435 46.23 LF Qa 15.100/0 435 430 \_TIE-IN TO EXISTING SANITARY MANHOLE CONSTRUCTED 1 SEWER WITH BLOCK iA 430 N N a ci n 0 m .� O o N 0 0 ca O 0 O 0 0 01 0 01 m O O 0 o 0 0 0 o O 0 00 � 01 m a kD n 0 m O o ri ri M a a a a a �:, Ln � � � � ,;, vi ,;, ," vi u, a s a Ln s a s a s a s a Ln a s a L s a L a L a Ln a s a s a N s a N s s s s s 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 465 PVI STA: io+i5.00 PVI ELEV: 453-49 K: 12.50 LVC: 25.00 HIGH PT. STA:lo+i5.00 HIGH PT ELEV: cc-A.42 MH-4 - EX-MH-zA m a PVI STA: 12+00.00 w PVI ELEV: 4"-. r, PVI STA: 13+o8.00 PVI ELEV: 454.44 K: 24.10 3 Lu 465 o � VI STA: 10+75.0 J 32 LV : 50.00 ^ VI ELEV: 45z.8 ¢ LVC: lo.00 HIGH PT. STA:1 +o .61 3 7 m + a K: 25.00 � LOW PT. STA: 12+o1.64 HIGH P ELEV: 45 31 w + w .°a u.i LVC: 5o.00 F LOW PT ELEV: 45338 o1,) o m ' > vi u > LO PT. STA: 10+7 .00 � 3 o Ln0 a 0oo o46o v Ln m w L PT ELEV: 1 o o ¢ 460 Lu °o N 01 un O V N O c+a a N a `' v M ca V ED GRADE w 3~ N °o 'iU 'v u> 00 u> z + s o a L > > > w�' EXISTING GRADE O O .. a Www >m >w m [ROPOS F U 455 > m u vz w m w /�- ---- --- - _ _ __ w + Ln 455 _ W a 1. -1.00 - - - - w 1.0�� ..09 -2.000, / 1.0.1 -1.0 % z F~ PROPOSED AIR -RELEASE VALVE 5' MIN. 450 i 450 PROPOSED PROPOSED 12"x8" TEE & 8" G.V. 1: ROPOSED 8" CL. 52 DI WATERLINE 8"x8" TEE & PROPOSED 8"x4" TEE G.V. (2) - 8" G.V. TO BUILDING #2 FIRE LINE PROPOSED 8"x4" TEE & 4" G.V. 445 TO BUILDING #2 SERVICE LINE 445 om o� o� o� _� o00 om o0 os �0, U) 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 NORTH -SOUTH TRAVELWAY NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". °O � °ow EXISTING GRADE m O 2 j w + a H w + a aow PROPOSED GRADE w± w� 0 a p N a 455 m vLU z � w ^ 455 Z Z m w - --- - 1.00° - ROPOSED - - - - - - _ VDOT STD. CD-2 - - - -1.00% 3.5' MIN. FUTURE PROPOSED 12" CL. 52 DI WATERLINE ROPOSED AIR -RELEASE \ 450 TIE-IN TO EX STING STELLA 450 LANE- STA. 18+51 PROPOSED TYPE A BLOW -OFF ASSEMBLY EXISTING 12" DI WATERLINE 1. ' PROPOSED 12"4' TEE & 4" G.V. 5:9' 445 TO BUILDING #i FIRE LINE PROPOSED 12"x8" TEE & 8" G.V. 445 EXISTING 15" STORM PROPOSED 12"x4" TEE & 4" G.V. SEWER CROSSING TO BUILDING #3. SERVICE LINE REMOVE PLUG & TIE-IN TO PROPOSED FIRE HYDRANT PROPOSED SANITARY EXISTING 12" DI WATERLINE ASSEMBLY w/12"x6" TEE SEWER CROSSING 440 440 O 0 rvm H m N 0^ 0 m 0 N m N N N M 4 M ,y S ri a ,.j, m a d a f a a a I a s a' a't a a't 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 STELLA LANE 21+00 21+50 PVI STA:10+29.00 PVI ELEV:449.20 K: 2.50 LVC: io.00 LOW PT. STA: 10+29.00 LOW PT ELEV: 449.25 0 0 0 o PVI STA: 11+75.00 465 ° m ° PVI ELEV: 455 09 + a Hw + a Aw 7 75 LVC: 50.00 ¢ Li j to j H I G PT. STA: 11+ .77 � m � w HIGH PT ELEV: 45 .81 w m w VISTA:10+76. o O N PROPOSED GRADE > ¢ a o 460 VI ELEV: 450.1 O °q O 3 F LVC: 45.00 +, ~ Ln 0 a N n a ZO ~ LOWLU PT. STA: io+ 3.50 U '' -EXISTING GRADE H0O 01 LC W PT ELEV: 44 .6g > m > w LU m w -- - ------ m 455 Zzv, TO EXISTING STELLA , w ° 000% w 5 LAfy E-STA.1o+o0 / > m u ROPOSED AIR -RELEASE VALVE m w i 450 REMOVE EXISTING 12"x8" TEE & REPLACE w/ A PROPOSED 12"x8" CROSS AND 8" G.V. THE (3) EXISTING G.V. AT THE ENTRANCE ALONG ARCHER AVENUE SHALL REMAIN PROPOSED STORM_/ 440 SEWER CROSSING O 00 O N It It 't 't 10+00 10+50 �-PROPOSED 8" CL. 52 DI WATERLINE 1.0' PROPOSED FIRE HIYDRANT �5 3. ASSEMBLY w/ 8"x6" TEE PROPOSED 8"4' TEE & 4" G.V. PROPOSED STORM TO BUILDING #3 FIRE LINE SEWER CROSSING PROPOSED 8" 4"TEE & 4" G.V. PROPOSED SANITARY TO BUILDING #3 SERVICE LINE SEWER CROSSING o �a., o o r 0 0 0 00 S S ItIt ROPOSED "x8" TEE & �)-8"G.V.- ry m m d a LOAD GRADE ALVE 465 46o 455 450 D TYPE A FASSEMBL' 1 445 ED FIRE HY LY w/ 8"x6" 440 00 11+50 12+uu 12+50 13+00 13+50 14+00 :AST -WEST TRAVELWAY JADA LANE HORIZONTAL GRAPHIC SCALE i0 0 25 50 100 200 NOTES: 1. ALL FI LL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. (IN FEET) 1 INCH = 50 FT. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 (IN FEET) 1 INCH = 5 FT. 20 0 eM z M z N M Q J i N w O W Cn N N 'I� Lu ; V 1 Lu J z J Q U-) LLLU � z J W LL. 0 � 1 d �Ld �- Q r� J = r-L U Z) WYUC6 LLJ Oin F- MJM a D W cr-11 ul U) J w J zwmo/ -j L.I- - v) i J w o J< m 0 O O N w J r Lu H Lu w O w a u) JOB NO. 182150 SCALE H: 1 "=50' V. 1 "=5' SHEET NO. 10 465 1 46o 1455 1 450 1 445 1 440 1 435 STR:32 VDOT STD. DI-313 (L=8') x o TP=449.92 MN O INV IN: 444.00 TO ROOF-2 o O O F INV IN: 444-oo TO 32B Ln °�° INV OUT: 443.25 TO 30 FO o XISTING GRADE p M N ID a w a a� STR:3o VDOT STD. DI-3B (L=8') N z z TP= 449.9 z N 0 INV IN: 443 10 TO 32 a > > > ROPOSED GRADE INV IN: 445 So TO ROOF-3 ,, z z z - - - - - - INV OUT: 443 0o TO 22 PROPOSED WATE SERVICE CROSSIN PROPOSED 4" DI FIRE LINE CROSSING 18" HDPE 83 LF Qa 0.51% PROPOSED 6" DI ST -32B STR- 2 WATERLINE CROSSING "n °o O O o 0 0 ^n S S LnS Ln It .fit .fit d 0+00 0+50 1+00 1+50 2+00 2+50 465 In Q N M Qp O in o ~ ° 6o o ° ? 46o 4 0 m 'tZ) la O CL Ln - �F- Z 455 15v @� 6 $$8 15" HDPE 27.68 LF @ 0.54% O l0 O l �t S S 3+00 3+50 STR:36B VDOT STD. TP=45o.17 INV OUT: 436.00 TO 450 450 � m m O0 445 0 0 0 0 o N 445 Q O ma >� aF z O It F a» to Fzz 440 1440 435 435 Q� 5 N 0�0) J rmn0 h of / 430 Ln OF Oo FO - o N oy 430 h p o w It/ > o aF It �zo r a > > / XISTING GRADE 4�5 v1 z? / 4�5 PROPOSED GRADE 420 420 m 1° mo �� ^ h� `C 415 0 O O `^ o m v`O 415 p O n m M >°'r4-i 1' N00 IZ -0 w CL V7 F Z Z Z 410 410 V yh� � 405 405 hh1 400 TR-3 B - S R-12 400 F! 395 395 390 390 V1 00 0It . ~O M N ci N Ol 00 °�° a CO N1Ol 10 ry � o f M aS O 0+00 0+50 1+00 1+5o 2+00 DI-3C (L=16') 36 46o 455 450 445 440 450 1 445 I 4401 435 1 460 46o 0 m oF- FO OF Oro, m O ° 't W oaa� It It NF:: a tF°o ° It Q " a �� I a _ _ O a Z> ? 455 x m > > Ln F W azzzz 455 w II F- ?www 450 450 I I PROPOSED GRADE EXISTING GRADE 445 II 1 445 I 15" HDPE II 5o.o1 LF Qa 2.00% 440 9,1 440 EXISTING 8" DIP /-SANITARYSEWER CROSSING 435 435 O1 ci � m a a 0 '^ It 1455 1 450 1445 1 440 1 435 1430 0+00 0+50 STR-8 - EX-STR-1A-4 425 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". NOTES: 1. ALL FILLTO BE PLACED AT95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-y AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 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. 0 J V M o 46o 0 -0 o J Q F N Ln m M x EXISTING GRADE O It Q w a0 o > ry F o 00,0 PROPOSED GRADE � Ia0 455 °�4 ��z 0 o MMa C) 0aaF N 'tzz0 Hall->>> Ln F z z z I 450 15 NUr zBo% .ygo 96 \-F C It In coa a 1p cc) In ° ° m s It 0+00 0+50 1+00 1+50 STR-6 - STR-2 445 440 420 415 410 405 400 395 VDOT STD. EW-1 ?IPRAPI OUTFALL INV. OIUT=391.Oo 390 STR:18 VDOT STD. DI-3C (L=6') STR:20 VDOT STD. DI-3C (L=6') -- TP=452.25 TP=452.25 0 INV IN: 440.93 TO zo INV I N: 441.10 TO 2 z J J INVIN:446.z5TOYD-1 INV OUT: 441.00TO18 O m m INV IN: 448.25TO ROOF-4 d a INV OUT: 440.83 TO 16 x m Q 000 Q O O a Q mNO F Q n0 o I- 0 mF F 46o 00 F OF Map pi F o o O^a o ^ + Op i � 0 " It 4- ^ N Q a0 � a > W a s .. p 00 w a 'D N l/1 Z oo x ry V1 0 m O o O F N u Z Z a m �? F d> o PROPOSED WATER F a N F o a__ O ry z O L F z z SERVICE CROSSING z_ p `r°+F- Ln FO 'p'' --LnF--Z ZZ r a» ---- - 455 of oa - --- --- LnFZZ Ln > � It rl O Q o m PROPOSED GRADE n z PROPOSED 4" DI It °o a� F- H Z > FIRE LINE CROSSING z o / PROPOSED 6" DI 1.4 � 3 F -> WATERLINE CROSSING 450 ,~ / PROPOSED 8" PVC / SANITARY SEWER CROSSING �5' HDPE z .9' F@a.101% SCOTT/R. 05-LLINSZ Lic. No. 035791,a p 10/15/21 F/ '197•z6 L z / 445 L HDPE V/ v / IiS" 44.03 LF Qa o.70% J w r_ HDPE PROPOSED 6" PVC O z / 44.17 LF Qa o.95% SANITARY SEWER SERVICE / LATERAL CROSSING 440 ��F//��1 z4"HDPE V/ a 163.38 LF Qa 0.51% ~ i 24" HDPE 46.5o LF Qa o.5o% / W ` 24" HDPE 435 " 1333LF@OSo% t a ~ / oO o / 24" HDPE rq o 0 o / EXISTING GRADE 79.85 LF Qa o.60% > g r 430 -m ri aF ry N aZ0 Ha» ,n jz z 425 II g m N m0 1Q / F o 0 F It ,n F � FO `°n. o' m p O > ° M M M °t dH / " o NaZZO / H- 0- / nFzzz I 24 NOP� 21% SO N W w n o .+ N `^ a m a a o+00 0+50 LF 66 °o lD LO ^ n °O CQ T It c6 NIt m s It It 1+00 1+50 2+00 2+50 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 (IN FEET) 1 INCH = 50 FT. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 (IN FEET) 1 INCH = 5 FT, Na,O O �n O m ci N N a a s a s a s 3+00 3+50 4+00 4+50 STR-28 - SWM Y00 20 455 t0 °O u Ln a n Ln a r � m a a � a s s s 5+00 5+50 6+00 6+50 7+00 x 0 F 0 O a 7+50 J m O n Q �O OF F Ln ^ N o 't't 0+00 0+50 1+00 1+50 2+00 STR-4 - EX-STR 420 z g z W � f o _ o W i o W m O F Z z _o ;W w O 415 � M M N M Q 410 � 01 i J N O w IN w IN 405 V 1 W J J a J Z > z �, U) H4 Lu Lij LL- -j ' O J M d <z Lu = 455 U Z W U Q Y O LLI F- J 450 u ul J w J 445 W z I --I U J w 440 O 0 m 435 p 0 N F w W JOB NO. 182150 SCALE H: 1 "=50' V. 1 "=5' SHEET NO. 11 i v, vv v v v vv F: \ \ 46 I I \BLOCK I V I I I I I v II ( I I I I I I I I I I I I I I� IIIIIIII Ir'n l .. - -- - - -_ - - - - - i .PROPOSED DRAINAG oe N EXISTING STELLA LANE (PUBLIC ROAD) a TH OF \\ v`°', I'✓F - - - - - \\\\ \ \\ \\\ �� \\ \�\�\� \ \�� \\\I,l ) \ I �'i- ��_- '\ \��------------ O ✓. PROPOSED ■ \ - - - - - - - - - \ \ ♦ \ \ \ \ \ \ \\ \ \ \ \\ I _ \ \ \ \ \ \ \ \ I - - \ _- �SCOTT R. LINS'Z APARTNuMEf - -- - - - \ \ \� \ \\ \ \ \ \ \ \ \I\ \ --- L-) Lic. No. 035791 n 10/15/21 �4 UNITS) --__ ---__ ----'- ,S'9 E 1 FS=45567.1; \ys4 \ \ y 446 - - \ \ \ \ \ ♦\ \ \ \ \ \ \ \ \ / I / \ TONAL 3 , BSMT=445.ao Sa1 t ■ ROOF-4 ■ ■u■■■ii� ■■■n■mn■au■■�jr■■■■■. ■ \ 1 \, \\ - J ♦E ■ " /-PROPOSED DRAINAGE SYSTE v vo i�G • v ♦-�,� _ -___ - _ _ //� // RAINAGE DIVIDE (TYP.) / �♦ allows peas an LU �r / / , H • ■■■■■■■■■■* \\ i ■ \ I 1 1 1 I I i � �/ EXISTING � z > w w ■ --- - v / / SWM FACILITY �_ v ,� / / o o �. ■ v ♦♦♦ I // / / I ✓ i�� i v w > �,♦♦ i/ // ■ 0,■,�, / / /// t �� /�/ �/ w � ♦ / / / ■ / / / ■ O �- I II ■ ■ ♦ ■ /� / I I -ter. - � I _ i` ■of -erg F- ■ _ • / / / �/ -� a _o 771 ■ - / ' I ROOF 13 - _ _ ►■■ _ - - - I i I I i ♦� � I � / / � /' /`� / / / ♦ / I I ♦< / / /-`_------------------ --- - \ \ - � � W o � / I - I ilb 3 w�l- - y ---J - ♦ 24 -----� ♦• i \ \ I / ♦ NOTE: PIPE SYSTEM FROM STR-36B TO THE 0 1 _ w w .■■♦ ♦ ♦■ ■ -v+ y _., _w _ _w w_ A A� \ A A/ EXISTING SWM FACILITY ANDSTR-24IU ♦i■ ♦♦♦g♦ ♦ .' i 1 \ \ \\ \ 36 ♦ ♦ - - - THE EXISTING SWM FACILITY HAVE BEEN \ - ♦--- ---- r-----�!_■-----------� ��i♦♦-------- --------- -- \ \ \ - - SIZED TO ACCOMMODATE FUTURE DRAINAGE. - - - - - - ♦ - 3zB z6l ♦ \ 366 \\ `-- - --- `_-_ --- r'-'i o -177-17 w II ROOF-2 � ■ i I i sso♦ \.... - _ i�/�� /------------------------\ � rn .`n-i I rj QQ I =° UU �� ' �ySy ♦ ♦ y� 410 ♦ III \ y -----------------------_- \\\ \ \ --------♦♦♦♦ tica i♦ PROPOSED DRAINAGE SYSTEM- L -'�-� / // / / ///i - _ - \ V \�\\\ \\ in r 169 w♦♦♦�♦� 'Z 3 vv i // / ��' / i�i�/ / �/ / / j//�� _ _- -- -vv A\�A\ \\\ I� \I I I li OD DRAINAGE DIVIDE (TYP.) ♦ ■j ■ / - / / i i i , / , / / �� , -Y - - - PROPOSED PROPERTY > ! i ♦ / /� '� / / � "'> I • � r�:■■■■■■■■■■■■■ BOUNDARY(TYPJMono - / �� i �� '�� I I ♦ ■mjh Ik \ - - - - - - - - - a mono ONE MEMO MONO NONE I PROPOSED \\ --- ---- \ \ \ \ APARTMENT BUILDING #2 I ------- \ ------------------- (4-STORY / 66 UNITS) \ '• \ FFE=455.67 ♦ �r ■ i \ STEM \ ♦♦ _ --------------------------------------------- $ - -I- k ■ ♦♦--- - ------ ♦♦ / zr ■ - ♦♦ V -= -- - - ♦ ----------------- -- A ♦♦ \ --- -- moW ♦iJ I 1 ------- - - ---- ---------- -- 1 ♦♦ } C-6i ; ; ♦ I - = \ _. ♦♦♦ w w w I♦ w w ENRON C'7 1 \ III III IIIIIIIIIII C)) I I I I IIII IIII N Z IIIIIIIIIII CY) Q 11111 IIIIIIIIIIIII � II IIII N I I I CD LU I II IIII11IIIIIVIII LL N I I I I IIIIIIIIIIIII Q I I I I IIIIIIIIj�jlll Le > � I I �I I �II�IIIIII�II11 � J Q I I I III IIII II � I I I I III > z w � III F- Q - ---/ VIII II III IIIIIIIIIIIIIIIIIII 0 1 2: J W Q Q U U LL ---'_--- Y O 0 LU / PROPOSED i /I/ /l // ----------------------4-----------------APARTMENT BUILDING #1 - -- --,/ -� -- ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■ / // / // / -/� -/ yy - - L / \ \\\ I U) (-STORY --- Ul 68 UNITS) J - -- FFE=454.00 WJ LU 1-II o I 01 DRAINAGE DIVIDE (TYP.) it PROPOSED DRAINAGE SYSTEM Q ■ / • ♦ I '\ TMP 46-Z9B3 •U�4 CROCKETT COIF, ORATION x I li DB 5011 -PC- t99, D-85107 PC■148, DB 5.1 1 PC 64� �b0 452 PROPOSED PROPERTY 37 612�' C • / / / BOUNDARY (TYP.) / 1 i • �� \ ♦ / • ■ / ,us t \ \ 454 ♦ / / / 1 I w w \� �I II � : i � 450 1 I \ \ ♦ I / / ,_---- -- / I • ■ 450 / JOB NO. a asp ROOF-1. ■ I / 1 / 45 ♦ - 450 ♦ /ov �� / 182150 ----------------------- I - I ------------------ GRAPHIC SCALE • d b ILL�L� I � R / sc 40 It LE� I I d° PROPOSED PROPERTY t / asp- BOUNDARY (TYP.) ___-'-77 A / _ _ _ _ _ 1 SHE��NO. 1 - - - - ----_ - ----- - --- BLOCK lA - - -_ _ _ _----- - - r - ~ ---- - - - - - - - - IN T )-------- -- FEE J 1 inch = 30 ft. - - - --- e ♦♦ e ee ee _ ' ♦ \\ BLOCK 1B[454 = ; ♦♦♦ y �, = i'N, ysa 109' RIGHT OF WAY p • E ♦♦. * Cho---------------7"] MMMMMr --- -------------------------------------------- _ -I-- -- - b ■ / ti■fi■ri■ri■fi-ifi-■■ii■i■i' . ■ ~�T ULALANE,~PRIVATE~STREET~ ~ Structure Area (Acres) Cw t� (Min.) 2 0.77 0.90 5.0 4 0.13 0.75 5.0 6 0.25 0.75 5.0 8 0.38 0.90 5.0 12 0.49 0.85 5.0 14 0.30 0.80 5.0 16 0.69 0.85 5.0 18 0.31 0.85 5.0 20 0.27 0.85 5.0 24 0.06 0.90 5.0 26 0.39 0.85 5.0 28 0.25 0.70 5.0 30 0.12 0.70 5.0 32 0.10 0.70 5.0 32B 0.13 0.90 5.0 34 0.62 0.80 5.0 36B 0.76 0.85 5.0 C-60 0.41 0.75 5.0 C-61 0.42 0.75 5.0 YD-1 0.04 0.30 5.0 ROOF-1 0.50 0.90 5.0 ROOF-2 0.50 0.90 5.0 ROOF-3 0.22 0.90 5.0 ROOF-4 0.25 0.90 5.0 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 � n O U N O O O) N N � M � � O >' n N N t J v is W N o &i � o rn w v ;15 o i rp � 0 9 rn > 3 v o c o o m > � o � U 3 `v v c- o d q N m EC T E �' FL > J Q U U U O O f/J r/I � H W (0 (n (n J J W O U U 24 3B 6.0 0.06 0.90 0.054 0.22 0.00 0.22 0.0145 0.0200 .0 0.0200 1.0000 3.50 0.86 2.0000 0.0833 0.0933 4.64 1.29 1.00 0.22 0.00 30 3B 8.0 0.12 0.70 0.081 0.32 0.00 0.32 0.0200 0.0200 19.1 2.0 0.0200 1.0000 3.83 0.85 2.0000 0.0833 0.0908 6.14 1.30 1.00 0.32 0.00 32 3B 8.0 0.10 0.70 0.070 0.28 0.00 0.28 0.0200 0.0200 2.0 0.0200 1.0000 3.63 0.84 2.0000 0.0833 0.0900 5.83 1.37 1.00 0.28 0.00 Design Storm Year = 10 TH NFU SCOTT R. LINS'Z L.� Lic. No. 035791,E ° 10/15/21 SSIONAL ET1 Z g F z w z g 0 O a w H Z w w O 0 g a a = O F w ZEn 0O w w O z w W u z0 w ~ O W z z z Z O z in In > w w WJ F z N w N r Design Year: 10 Project Brookhill Blocks 1B Job #: 182150 Prepared by: AML, PE L9 M� N SURFACE ELEV. z C'7 /J N w CD N N (I� V / W J (n J z z 0 Q N M Q _ U U w �I U z co J W J Z W U J w o J< m N w J F V ~ w w O W d � IOB NO. 182150 SCALE N/A SHEET NO. 13 ILn D NLU INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet c _ d � U N O � o O C `�• 3 iv v d r m � � 0 r m J ` + n 1° m o rn C N U O C -:-Q O U A � Y O N U v o m ° v K � U O (n y W N II N N C W U i C O 0 � � J E .L�. � a > J Q U U U U O rn F w m v) m J J W O O v IY 24 3B 6.0 0.06 0.90 0.054 0.35 0.00 0.35 0.0145 0.0200 2.0 0.0200 1.0000 4.20 0.82 2.0000 0.0833 0.0883 5.88 1.02 1.00 0.35 0.00 30 3B 8.0 0.12 0.70 0.081 0.52 0.00 0.52 0.0200 0.0200 2.0 0.0200 1.0000 4.59 0.77 2.0000 0.0833 0.0842 7.89 1.01 1.00 0.52 0.00 32 3B 8.0 0.10 0.70 0.070 0.46 0.00 0.46 0.0200 0.0200 2.0 0.0200 1.0000 4.36 0.76 2.0000 0.0833 0.0833 7.48 1.07 1.00 0.46 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr far spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � � J H a N � r a > V N .t wA v °u 'o o ❑ � Q G n c o O � ° a1 m c m O N N left 0.36 0.90 0.324 1.30 0.00 1.30 0.0150 0.0200 2.0 0.0833 4.1650 6.87 right 0.41 0.90 0.369 1.48 0.00 1.48 0.0150 0.0200 2.0 0.0833 4.1650 7.15 2 3C 16.0 combined flow 2.8 0.16 0.340 7.79 left 0.04 0.75 0.030 0.12 0.00 0.12 0.0010 0.0200 2.0 0.0200 1.0000 4.64 right 0.09 0.75 0.068 0.27 0.00 0.27 0.0150 0.0200 2.0 0.0200 1.0000 3.78 4 3C 6.0 combined flow 0.4 0.07 0.148 3.39 left 0.14 0.75 0.105 0.42 0.00 0.42 0.0100 0.0200 2.0 0.0200 1.0000 4.82 right 0.11 0.75 0.083 0.33 0.00 0.33 0.0100 0.0200 2.0 0.0200 1.0000 4.40 6 3C 6.0 combined flow 0.8 0.10 0.229 5.24 left 0.28 0.90 0.252 1.01 0.00 1.01 0.0100 0.0200 2.0 0.0833 4.1650 6.69 right 0.10 0.90 0.090 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0833 4.1650 7.00 8 3C 8.0 combined flow 1.4 0.14 0.301 6.90 left 0.06 0.85 0.051 0.20 0.00 0.20 0.0010 0.0200 2.0 0.0200 1.0000 5.66 right 0.63 0.85 0.536 2.14 0.00 2.14 0.0125 0.0200 2.0 0.0200 1.0000 8.51 16 3C 74.0 combined flow 2.3 0.15 0.327 7.49 left 0.27 0.85 0.230 0.92 0.00 0.92 0.0010 0.0200 2.0 0.0200 1.0000 9.95 right 0.04 0.85 0.034 0.14 0.00 0.14 0.0200 0.0200 2.0 0.0200 1.0000 2.77 18 3C 6.0 combined flow 1.1 0.13 0.287 6.56 left 0.15 0.85 0.128 0.51 0.00 0.51 0.0200 0.0200 2.0 0.0200 1.0000 4.55 right 0.12 0.85 0.102 0.41 0.00 0.41 0.0010 0.0200 2.0 0.0200 1.0000 7.34 20 3C 6.0 combined flow 0.9 0.12 0.262 6.00 left 0.29 0.85 0.247 0.99 0.00 0.99 0.0100 0.0200 2.0 0.0200 1.0000 6.63 right 0.10 0.85 0.085 0.34 0.00 0.34 0.0100 0.0200 2.0 0.0200 1.0000 4.45 26 3C 70.0 combined flow 1.3 0.12 0.265 6.08 left 0.07 0.70 0.049 0.20 0.00 0.20 0.0100 0.0200 2.0 0.0200 1.0000 3.62 right 0.16 0.70 0.126 0.50 0.00 0.50 0.0100 0.0200 2.0 0.0200 1.0000 5.16 28 3C 6.0 combined flow 0.7 0.10 0.219 5.01 left 0.02 0.90 0.018 0.07 0.00 0.07 0.0010 0.0200 2.0 0.0200 1.0000 3.83 right 0.11 0.90 0.099 0.40 0.00 0.40 0.0200 0.0200 2.0 0.0200 1.0000 4.14 32B 2C 6.0 combined flow 0.5 0.08 0.167 3.83 left 0.16 0.85 0.136 0.54 0.00 0.54 0.0200 0.0200 2.0 0.0200 1.0000 4.66 right 0.60 0.85 0.510 2.04 0.00 2.04 0.0100 0.0200 2.0 0.0200 1.0000 8.71 36B 2C 76.0 combined flow 2.6 0.15 0.324 7.43 left 0.15 0.75 0.113 0.45 0.00 0.45 0.0100 0.0200 2.0 0.0833 4.1650 4.94 right 0.26 0.75 0.195 0.78 0.00 0.78 0.0125 0.0200 2.0 0.0833 4.1650 5.83 G60 2C 12.0 combined flow 1.2 0.11 0.230 5.28 left 0.27 0.75 0.203 0.81 0.00 0.81 0.0125 0.0200 2.0 0.0833 4.1650 5.97 right 0.15 0.75 0.113 0.45 0.00 0.45 0.0100 0.0200 2.0 0.0833 4.1650 4.94 G61 3C 12.0 combined flow 1.3 0.11 0.234 5.36 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 N _ n � � O❑ a > � co' � o � N A ¢ ti U O CJ o C a J O U o o rn « rn 3 Cn � H fn O � � o w C r � E o a F rr left 0.36 0.90 0.324 2.11 0.00 2.11 0.0150 0.0200 2.0 0.0833 4.1650 8.17 right 0.41 0.90 0.369 2.40 0.00 2.40 0.0150 0.0200 2.0 0.0833 4.1650 8.58 2 3C 16.0 combined flow 4.5 0.22 0.470 10.77 left 0.04 0.75 0.030 0.20 0.00 0.20 0.0010 0.0200 2.0 0.0200 1.0000 5.56 right 0.09 0.75 0.068 0.44 0.00 0.44 0.0150 0.0200 2.0 0.0200 1.0000 4.54 4 3C 6.0 combined flow 0.6 0.09 0.205 4.69 left 0.14 0.75 0.105 0.68 0.00 0.68 0.0100 0.0200 2.0 0.0200 1.0000 5.78 right 0.11 0.75 0.083 0.54 0.00 0.54 0.0100 0.0200 2.0 0.0200 1.0000 5.28 6 3C 6.0 combined flow 1.2 0.14 0.316 7.25 left 0.28 0.90 0.252 1.64 0.00 1.64 0.0100 0.0200 2.0 0.0833 4.1650 8.02 right 0.10 0.90 0.090 0.59 0.00 0.59 0.0010 0.0200 2.0 0.0833 4.1650 8.40 8 3C 8.0 combined flow 2.2 0.19 0.416 9.54 left 0.06 0.85 0.051 0.33 0.00 0.33 0.0010 0.0200 2.0 0.0200 1.0000 6.79 right 0.63 0.85 0.536 3.48 0.00 3.48 0.0125 0.0200 2.0 0.0200 1.0000 10.21 16 3C 14.0 combined flow 3.8 0.21 0.452 10.35 left 0.27 0.85 0.230 1.49 0.00 1.49 0.0010 0.0200 2.0 0.0200 1.0000 11.93 right 0.04 0.85 0.034 0.22 0.00 0.22 0.0200 0.0200 2.0 0.0200 1.0000 3.32 18 3C 6.0 combined flow 1.7 0.18 0.397 9.09 left 0.15 0.85 0.128 0.83 0.00 0.83 0.0200 0.0200 2.0 0.0200 1.0000 5.46 right 0.12 0.85 0.102 0.66 0.00 0.66 0.0010 0.0200 2.0 0.0200 1.0000 8.80 20 3C 6.0 combined flow 1.5 0.17 0.362 8.29 left 0.29 0.85 0.247 1.60 0.00 1.60 0.0100 0.0200 2.0 0.0200 1.0000 7.96 right 0.10 0.85 0.085 0.55 0.00 0.55 0.0100 0.0200 2.0 0.0200 1.0000 5.34 26 3C 70.0 combined flow 2.2 0.17 0.367 8.40 left 0.07 0.70 0.049 0.32 0.00 0.32 0.0100 0.0200 2.0 0.0200 1.0000 4.34 right 0.18 0.70 0.126 0.82 0.00 0.82 0.0100 0.0200 2.0 0.0200 1.0000 6.19 28 3C 6.0 combined flow 1.1 0.14 0.302 B.92 left 0.02 0.90 0.018 0.12 0.00 0.12 0.0010 0.0200 2.0 0.0200 1.0000 4.59 right 0.11 0.90 0.099 0.64 0.00 0.64 0.0200 0.0200 2.0 0.0200 1.0000 4.96 32B 2C 6.0 combined flow 0.8 0.11 0.231 5.29 left 0.16 0.85 0.136 0.88 0.00 0.88 0.0200 0.0200 2.0 0.0200 1.0000 5.59 right 0.60 0.85 0.510 3.32 0.00 3.32 0.0100 0.0200 2.0 0.0200 1.0000 10.45 36B 2C 76.0 combined flow 4.2 0.21 0.448 10.27 left 0.15 0.75 0.113 0.73 0.00 0.73 0.0100 0.0200 2.0 0.0833 4.1650 5.93 right 0.26 0.75 0.195 1.27 0.00 1.27 0.0125 0.0200 2.0 0.0833 4.1650 6.99 G60 2C 12.0 combined flow 2.0 0.15 0.318 7.29 left 0.27 0.75 0.203 1.32 0.00 1.32 0.0125 0.0200 2.0 0.0833 4.1650 7.09 right 0.15 0.75 0.113 0.73 0.00 0.73 0.0100 0.0200 2.0 0.0833 4.1650 5.93 G61 3C 12.0 combined flow 2.0 0.15 0.323 7.41 STRUCTURE DRAINAGE D ( FLOW TYPE INLET TYPE AREA (FT 2� PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) 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 FT./FT. INCHES C.F.S. F.P.S. SEC 4 0.13 0.75 0.10 0.55 5.00 6.67 3.6 2 444.17 443.10 I51.87 0.0070 15 5.9 5.0 30.2 2 0.77 0.90 0.69 1.43 5.50 6.51 9.3 EX-lA-6 443.00 442.00 50.35 0.0199 15 9.9 9.1 5.5 6 0.25 0.75 0.19 0.19 5.00 6.67 1.2 2 448.17 443.10 180.96 0.0280 15 11.7 6.2 29.1 8 0.38 0.90 0.34 0.34 5.00 6.67 2.3 Eh-lA-4 445.50 444.50 50.01 0.0200 15 9.9 6.5 7.7 28 0.25 0.70 0.18 0.18 5.00 6.67 1.2 26 449.33 447.33 197.26 0.0101 15 7.0 4.2 47.0 26 0.39 0.85 0.33 0.51 5.78 6.42 3.3 24 446.83 446.52 44.03 0.0070 15 5.9 4.9 9.0 24 0.06 0.90 0.05 0.56 5.93 6.37 3.6 22 446.42 446.00 44.17 0.0095 15 6.8 5.6 7.9 22 0.00 0.90 0.00 1.48 6.18 6.30 9.3 20 44L58 441.10 79.85 0.0060 24 19.0 6.0 13.3 20 0.27 0.85 0.23 1.71 6.40 6.24 10.6 18 441.00 440.93 13.33 0.0050 24 17.3 5.8 2.3 18 0.31 0.85 0.26 2.21 6.44 6.22 13.7 16 440.83 440.60 46.50 0.0050 24 17.3 6.1 7.6 16 0.69 0.85 0.59 2.79 6.57 6.19 17.3 14 440.50 439.67 163.38 0.0051 24 17.5 6.3 25.7 14 0.30 0.80 0.24 3.03 6.99 6.07 18.4 l2B 425.25 422.50 66.00 0.0417 24 50.0 14.5 4.5 12B O.IX1 0.90 0.00 3.03 7.07 6.05 18.4 12 406.25 403.50 66.00 0.0417 24 50.0 14.5 4.5 12 0.49 0.85 0.42 4.59 7.15 6.03 27.7 SWM 392.75 391.00 54.50 0.0321 24 43.9 14.7 3.7 32B 0.13 0.90 0.12 0.12 5.00 6.67 0.8 32 449.00 444.00 88.86 0.0563 15 16.6 6.7 13.3 32 0.10 0.70 0.07 0.64 5.22 6.60 4.2 30 443.25 443.10 27.68 0.0054 15 5.1 4.7 5.9 30 0.12 0.70 0.08 0.92 5.32 6.56 6.0 22 443.00 441.68 257.83 0.0051 18 S.l 5.0 51.5 36B 0.76 0.85 0.65 0.65 5.00 6.67 4.3 36 436.00 431.00 50.50 0.0990 15 22.0 13.7 3.7 36 0.00 0.90 0.00 0.65 5.06 6.65 4.3 34 421.00 416.00 47.46 0.1054 15 22.7 14.1 3.4 34 0.62 0.80 0.50 1.14 5.12 6.63 7.6 12 412.00 403.00 111.74 0.0805 15 19.9 14.9 7.5 YD-1 0.04 0.30 0.01 0.01 5.00 6.67 0.1 18 446.83 446.25 102.83 0.0056 12 2.9 1.6 65.6 1 11 1 1 1 I II 460 460 TH OFF O SCOTT R. LLINS� U Lic. No. 035791 a 0 10/15/21 �4 s10NAL F, z 3 z w Z � g O a w z z w w 0 CI i O 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 ui U) p w Lu INTERSECTION OF NORTH -SOUTH TRAVELWAY (STA. 11+08) & STELLA LANE SIGHT DISTANCE W 20 V�wZZ Z Z � Qo Z > " wW 46o 46o �W/ ce z w O N Q M o ate+ 00 0 Ar 1 0 It M INTERSECTION OF 0+00 oNORTH+50 o SOUTH TRAVELWAY (STA. 12+18) &oSTELLA LANE SIGSHT DISTANCE 0 z m N Q CM N w 460 46o O WN N 'I� Lu ; V 1 J Q z J Z Lu J (n H4 ILL. r Lu U _ ,-i z Q U �j W U Y H H JJM (_j 06 Ir C W It � J Lu 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 z 0� Lu H4 INTERSECTION OF EAST -WEST TRAVELWAY & ARCHER AVENUE SIGHT DISTANCE — ) J w o J� m 0 0 HORIZONTAL GRAPHIC SCALE - N 50 0 25 50 100 200 w J F Lu (IN FEET) p w 1 INCH = 50 FT.ILn a JOB NO. VERTICAL GRAPHIC SCALE 182150 5 0 2.5 5 10 20 SCALE H: 1 "=50' V: 1 "=5' (IN FEET) SHEET NO. 1 INCH = 5 FT. 0 14 LINE OF SIGHT DISTANC =z8o' SIGH DISTANCE=z8 ' — 455 _ _SIGHT HT. OF EYE=3.5' 455 HT. OF — — — — — — — — — — — — HT. OF OBJ.= 450 � PROPOSED GRADE 450 EXISTING GRADE 445 445 O � N � O e0i O � O O O ry m lO � 01 ^ .t � lD � � � d � d � d � � � It .fit � S � d � .fit f S 1 LINE OFSIGHT SIGHT - SIGHT DISTAN E=z8o' — SIGHT (STANCE=z8o 455 HT. O — — — — — — — HT. of — — 455 — — _ _ � OBJ.=3.5' ]ROPOSED GRADE- 450 450 EXISTING GRADE 445 445 � of N M o � m o ry � m O OD 01 O O COO) l0 m O l(1 � � N m o � m 3 O Vt � M � M � 455 455 HT. OF � �H � TANCE=zzg' OBJ.=3.5' fINEOFSIGHT -— — — HT. OF 450 _ — — — — — — — EYE=3.5' � �51� D STA 450 PROPOSED GRADE 445 JHT. OF 445 BJ =3 \ 5, EXISTING GRADE 440 440 lA OD M Ql ^ �Y Vl N M 1p Ol M C a1 S d d f � d S � � S NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN 7HE 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 PREPARA77ON OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCAT70NS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS 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 PI 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 RECORDA77ON, 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 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECT70N PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT ROAD NOTES GRADING 1. THE LATEST EDI77ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN 174E ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFACT70N OF THE ENGINEER. J. ALL GROW7H OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT 07HER TREES AND VEGETA7ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATI0N 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-4S) 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. EA 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, II, OR IN PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPL Y. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® O.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 774AT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICAT70NS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA77ON 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). STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCA77ON (VAN) LOCATION FACE OF CURB BUMPER BLOCK PAIN NOR PAINTED PER VDOT SPEC. TRIPE 4� ICAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT wl ALL CURRENT ADA STANDARDS & LOCAL/STA7E REQUIREMENTS HANDICAPPED SPACES SHALL BE IDEN77RED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE PARKING ONE 1 R-7-8 SIGN AT EACH HANDICAPPED () PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR ® SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-1/2.0 PAINTED BLACK SET IN 12" OF CONCRETE TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO ZONE ADA REQUIREMENTS $100 - $500 FINE HANDICAPPED PARKING SIGNS NO SCALE VAR. HT. 3'-6" RESERVED PARKING VAN ACCESSIBLE $100 - $500 FINE FRONT ELEVATION HANDRAIL PRIVATE WALK OR LANDING 5-0"MIN RISER 1 /2"THROUGH JOINT _0 #4 BARS EQUALLY SPACED 1'-0"OC MAX SPACING 3„ 4 a' a, SIDE ELEVATION 1'-0" 772., RESERVED PARKING 1 M 0 0 N oo o cL_ mC, ow I N M o w 3 no J REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE TOPSOIL AND SEED �1 -0 HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES TOP ELEV. OF STEP 3'- 6 ELEV. OF STEP TREAD #4 BARS (TYP) 1/2"R SLOPE TO DRAIN PRIVATE WALK OR LANDING 19 TYP 1/2" THROUGH JOINT 10" STEPS TREAD PLAN CONCRETE STEPS DETAILS TREES SHALL BE PLANTED A MINIMUM OFO.4 x H DISTANCE FROM BACK OF BLOCK. SHRUBS MAYBE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4X H DISTANCE FROM WALL LOW -PERMEABILITY SOIL 4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC 1 UPPER WALL STRUCTURAL 4 e P a . LOWER WALL d • FINISHED GRADE MI6 12'-OFI6„+ .3 TO OF H (TYPICAL) WALL PLANTING DETAIL 2F_oFT TYPICAL DRAIN TILE TOP OF CONCRETE WALL GRADE MIN. 42" SITE RAIL SITE WALL a IYALL RAIL FASTLTNINI! DETAIL NOT TO SCALE (5' MIN.) 4" CONIC. 3000 psi MIN. ° 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 2" SM-9.5 SURFACE COURSE 4" BM-25 INTERMEDIATE COURSE 8 21-A BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - STELLA LANE NO SCALE 2" SM-9.5 SURFACE COURSE 3" BM-25 Hill INTERMEDIATE COURSE 6 21-A BASE COURSE M COMPACTED SUBGRADE ASPHALT PAVING - DRIVE AISLES TRAVELWAYS NO SCALE L �M-J.o SURFACE COURSE 8" 21-A BASE COURSE COMPACTED SUBGRADE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ASPHALT PAVING - PARKING SPACES NO SCALE 13'x44' CONCRETE DUMPSTER PAD 6" THICK - 3000 PSI CONCRETE .. f. .'.A �6" COMPACTED 2iB STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE POI NT OF FINISHED GRADE TYPICAL TRAWLS i'AY SECTION PROPOSZO VRlVffT.4Y ROAD ACCESS DESIGN SPEED. 15 dlPfl FTW` EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 2 INCHES OF THE LOWER BLOCK FACE\ 10" MRVINIUM-'1 AnchoI Diamond® X INFORCEMENT CONNECTION WX (NOT TO SCALE) 410.6'� I REINFORCEMENT LENGTHFINIGGEOSYNTHETICREINFORCEMENT4" DRAW TILE (ELEVATION VARIES) V MINIMUM COMPACTED GRANULAR LEVELING PAD W.- WIDTH OF OVERSIZING De- DEPTH OF EXCAVATION L= LENGTH OF GEOSYNTHETIC REINFORCEMENT W.-(2-II wDB r_� AnchorEXI Diamond® X \I:I EXCAVATION OVERSIZING WX (SCALE: 3/8"-F-Ox) ®-Hoa.Au.s.aI AnchorTMl Diamond® TYPICAL BASE PREPARATION X N WX(NOTTOSCALE) "NLR"Rw•u,.s.s,P..,s.w. DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE G ELEVATION NEW STEEL TUBING CHECK ;,__3X6X3I DESIRED MOUNT ❑ 2 EA 3M• SO. HOLETYF. 8 GBOLT CONCRETE 1 �I NADRM DIVISION GRASER MANUFACTURING, INC. 1M UNIEK DRIVE WAUISAGUP((90D11 NB-T931, P/18IS) 8K9.1090, F(808)B<I&1p81 W WW.MAORAX.COM, EiAAIL: SALES®MADRAX.CIXA ❑ IN GROUND MOUNT 00) o SURFACE FW GE MOUNT (SF) SECTION VIEWS 'RODUCT: UK1BD10(9F,501 DESCRIPTION: BI VS DATE:84W4 9 BIKE, SURFACE OR IN GROUND MOUNT ENG &MCMC CO FIDENML DMIMNDAND INFOIiM4T10N IB NOTTO BE CORED OR DISCLOSED TO OTHERS WITHOUT THE CON8 ENT OF G0.ABER MW LFACTIIRNG. INC. BPECIFICAilIXV6OAE8'JBIECTTDCMMNlE WTMIXITNOTCE. W4 OMSER MANXA RING, INC.ALL RROPMETARY MINK RESERVED. 1-1EAWT9' OHOLETYP. z1r NO BOLT CONCRETE ❑ SURFACE GUSSET MOUNT(SG) UPCHARGE NOTES: I. INSTALLBKEMo(SACCOMINGTOMWUFACTUI SSPECIFKATONB L 07N8'ATPM TOBELECT COLOWFINIMSEE MANUFACT10.E0.'99PECIFlCATONB. 3 BEENTEPUW Fp1 LOGTTION CONE EIMER BIKE RACK DESIGN ASPHALT PAVING - PARKING SPACES NO SCALE 13'x44' CONCRETE DUMPSTER PAD 6" THICK - 3000 PSI CONCRETE .. f. .'.A �6" COMPACTED 2iB STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE POI NT OF FINISHED GRADE TYPICAL TRAWLS i'AY SECTION PROPOSZO VRlVffT.4Y ROAD ACCESS DESIGN SPEED. 15 dlPfl FTW` EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 2 INCHES OF THE LOWER BLOCK FACE\ 10" MRVINIUM-'1 AnchoI Diamond® X INFORCEMENT CONNECTION WX (NOT TO SCALE) 410.6'� I REINFORCEMENT LENGTHFINIGGEOSYNTHETICREINFORCEMENT4" DRAW TILE (ELEVATION VARIES) V MINIMUM COMPACTED GRANULAR LEVELING PAD W.- WIDTH OF OVERSIZING De- DEPTH OF EXCAVATION L= LENGTH OF GEOSYNTHETIC REINFORCEMENT W.-(2-II wDB r_� AnchorEXI Diamond® X \I:I EXCAVATION OVERSIZING WX (SCALE: 3/8"-F-Ox) ®-Hoa.Au.s.aI AnchorTMl Diamond® TYPICAL BASE PREPARATION X N WX(NOTTOSCALE) "NLR"Rw•u,.s.s,P..,s.w. DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE G ELEVATION NEW STEEL TUBING CHECK ;,__3X6X3I DESIRED MOUNT ❑ 2 EA 3M• SO. HOLETYF. 8 GBOLT CONCRETE 1 �I NADRM DIVISION GRASER MANUFACTURING, INC. 1M UNIEK DRIVE WAUISAGUP((90D11 NB-T931, P/18IS) 8K9.1090, F(808)B<I&1p81 W WW.MAORAX.COM, EiAAIL: SALES®MADRAX.CIXA ❑ IN GROUND MOUNT 00) o SURFACE FW GE MOUNT (SF) SECTION VIEWS 'RODUCT: UK1BD10(9F,501 DESCRIPTION: BI VS DATE:84W4 9 BIKE, SURFACE OR IN GROUND MOUNT ENG &MCMC CO FIDENML DMIMNDAND INFOIiM4T10N IB NOTTO BE CORED OR DISCLOSED TO OTHERS WITHOUT THE CON8 ENT OF G0.ABER MW LFACTIIRNG. INC. BPECIFICAilIXV6OAE8'JBIECTTDCMMNlE WTMIXITNOTCE. W4 OMSER MANXA RING, INC.ALL RROPMETARY MINK RESERVED. 1-1EAWT9' OHOLETYP. z1r NO BOLT CONCRETE ❑ SURFACE GUSSET MOUNT(SG) UPCHARGE NOTES: I. INSTALLBKEMo(SACCOMINGTOMWUFACTUI SSPECIFKATONB L 07N8'ATPM TOBELECT COLOWFINIMSEE MANUFACT10.E0.'99PECIFlCATONB. 3 BEENTEPUW Fp1 LOGTTION CONE EIMER BIKE RACK DESIGN NO SCALE Lyi S14:21 •♦• 4WFIIJrE 6"WHITE LMIE STRIDING STRIDING 6' 6' 13' sxsHE siu[E 6^WHITEHI 4'WR UNE STRIPING STRIPING 30'F/CF/C 131 SID uNTixs Nu. STusTTWES sl[4a"�Inu"EL .. qOW RiKEuxy 1TaevauuH - 1 1-DLu_1 In,.iu,el �ta,: T^ Guneg 'Wl F- TYPICAL STREET SUCTION - PRIVATE R11or (STELLA LAJV ) 25 MPN DLi'S'fCN S'PLizlo NOTE PARKING TO BE PRONDED WIN BUMPOUTS /NOT TO SCALE/ ALONG ROADWAY. SCOTT/R. (79-LLINSZ Lic. No. 035791 � 10/15/21 �4 lL&lnATAT. Z g J z Z ) w O J - w ) W w x F- o _ F z � z In T In J 0. C4 N w N O C4 N N LO LO ON -i GOD CD t O M cM N z ®Ma � J I N w 0! Cn N N V Lu Lli J J J U) IH� Lu U- J 0 o Q J co Q U 0-6 U 0 Y O O z ~ JJ U W J Lfi I__: J Z Lu U) J w O ujO J !< °C V O 0 O NELI !- H JOB NO. 182150 SCALE AS SHOWN SHEET NO. 15 * STABLE SOIL ROCK SSCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL TONES 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 4 1 INITIAL BACKFILL 4 MI UNSTABLE SOIL\ MIN.MIN i MIN MIN. #68 STONE \= O. GRANULAR FILL AS =APPROVED BY ACSA % r>•_''--:; --STABLE SOIL OR ROCK' ASTABLE SOIL OR ROCK' NOTE 1.110 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TO-2 FOR ALL BENDS WIDEN TRENC ACCOMMODAT ANCHOR IF REQUIRED. VG AS RED SECTION 1-1 v. ZJm SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CLI (FEET) CU.YD. BEND L H T L I H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8. 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 45 3.33 3.58 2.95 0,43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1/4 1,83 2.33 2,84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 O44' MIN. Ff 8' MIN. 17.5'8' MIN. a . " a'. (22.5" FOR COMPOUND METER) :... 4' 4 .. ... O .. a (22.5" FOR COMPOUND METER) 1B MIN. 37 MIN. 12'l MIN. � WNGNUT LOCKING ASSEMBLY NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C TD-16 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH LINE �6- MIN. VARII U.I. PIPE _.A\ . `2500 PSI CONCRETE PLAN �SPACING n 6 i r D.I. PI GRADE SPACING % TO % NOT OVER ' W5024 35% TO NOT OVER 16' 50% DR GREATER NOT OVER 18' GREATER PROFILE TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FlG S-4 ANCHOR NO. 1 AT FIRST JOINT ABOVE MANHOLE. ASTM A36 AND HEX NUT ASTM ASBB (TYR) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" CIA SOIL (TYR) ALL -THREAD ROD r II„ •. WATER MAIN x ® t zo J w� VALVE J 24-MIN UNDISTURBED EARTH PLAN CUSS A-3 CONCRETE MIN EGA -LUG 4 y. '•°•n'''4<.vti:°A . °a. MIN 18" ELEVATION UNDISTURBED EA TRENCH MIN WIDTH MIN I z it I SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C VARIES 4" DIAMETER BRANCH VALVE BOX AND VALVE VARIES \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") WATER TD-8 94i1.y VARIES THREADED COUPLING PVC SLEEVE PVC NIPPLE AND CAP OT o BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE I NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE -WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NITS FIG. W-8 ADS WU PF'E TD-19 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO '0' (270') 22" JBOX 7 CU. FT. I --VALVE #68 STONE) x 6- 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST -'•. ON STABLE SOIL STEEL PILE III WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS. THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG- W-4 TD-B 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NYLOPLAST DOWNSPOUT ADAPTER WITH CLEANOUT AND INSERTA-TEE ROOFORMN NrLaPLAST DovmsPourADAPTER TO ADAPT INSIDE ADS K12 PIPE - CIFANOUTWIIHTHRSPDEDCAP ADS N-12 PIPE NTS FIG. S-1-B TD-27 EAITING MANUNE PIPE DIAME BtANDMATERIAL MAYVW A0S N-12 PIPE ` ADBN42 PIPE NYLOPLVST A03 N129�' MBOW INSERTAJEE NYLOPIASTA0.9 TL12 TEEVA'E PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE c - - ADJUSTABLE VALVE BOX W/ LID z a Z N `f M.J. GATE VALVE WATER LINE P d 2500 P.S.I. CONCRETE 8 4 2'x 2' BEARING AREA. THRUST BLOCK ',4 a. n a o. 4 a v NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 IP�I 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 2R (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2- MIN DIAMETER OF 4". -� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED 2 x 4 FINISHED GROUND MARKER PLUG END OF - MAIN LINET SERVICE LATERAL IN LINE WYE-TEE PLAN �lrVARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 1Y MIN WIDTH GUIDELINE Awry-_ 6"MIN THICKNESS GUIDELINE I MINIMUM PIPE BURIAL (3) VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE (ACCORDING TO MANUFACTURER PLANSITAKE OFF) RECOMMENDATION (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4"-36"FOR CORRUGATED HDPE (ADS N-1241ANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/0905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 1 - 12'.3T PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 5005. 2. IT.3T FRAMES SHALL BE DUCTILE IRON PER ASTM 936 GRADE 70,%M. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVERW DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.J001-0104185. 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS WlZ NCOR DUAL WALL), N-12 HP, & PVC SEWER (4"-W). 5 - ADAPTERS CAN BE MOUNTED 0' TO M'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING N0, 7001-110012. 6 - 17 -24° PEDESTRIAN GRATES SHALL MEET H40 LOAD RATING. 30' PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING NO.7001-116144 FOR W20 TRAFFIC LOAD GUIDELINES). VARIES VALVE BOX TO METER BOX (SEE FIG. W-6A THRU WW--7E). 1 VARIES 2" COPPER M.J. FITTING 2" CORP. STOP WATER MAIN 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4"TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-BC TD-12 8"2 MIN EMBEDMENT SPRING LINE O OF PIPE NO, 68 STONEt - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL" (6" LIFTS) • THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE 'WALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE (6) MEDIUM DUN TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE l0 ADAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, AHMBLE O' -° TRAFFIC LOADING,& OTHER APPLICABLE DESIGN FACTORS. TO P ACC PLANS UW SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. TYPICAL SEWER PIPE INSTALLATION IN TRENCH (3) VARIABLE SUMP DEPTH 4" MIN ON 12'- 247 ACCORDING TO PLANS 6'MINON30"&36' (6'MIN.ON12'-24',10'MIN.ON30' & 12'MIN. ON 36' BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE I2. 36' PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NTS FIG. S-3 TD-34 SCOTT/R. Cl�LLINSIZ If Lic. No. 035791 � 10/15/21 �4 lLS'InhTAT. S, Z O i a L F LU Z Z Z O l LU r^ (A f fY N` L ui c ; Z > g Z J UL 3 0. J 0. O LU LLJ = H- O _ F ) Ln C 0 In LU [Y 'H .-H N UJ N O !ICD N NUl Ul 00 CD 0 M co z N ®Ma � J 1 N wT�T w VJ N N 'H� LuV 1 mm LU J J Q J z j w U o , Q �--I 06 U w ' U ~ Y O O z Ji JM IW V/ J w J �Ji z / I-1 llL ^L � V J NW O L.L O J !� °C V O 0 U-1 FJ 0 LU [Y = [1 LT) JOB NO. 182150 SCALE AS SHOWN SHEET NO. 16 a I ° -3F EXISTING STREET TREES ALONG ARCHER AVENUE \ II I I I I BROOK ILLI APARTMENTS LLC TMP 46-19B1 'DB 5133 PG 445 18' 19.05 AC. I � /C-F 16 % E/P-F BLOCK 4A I y�A W W` w W W w W w w 20.708 AC. =-.rW�.-�4=,-.ram- ��- D F` --- - - - - - - - --'"_"'" U •� • • • IVIATCNEINE • • -" T C CON RAC OR TO USE CARE AND CAUTION AS NOT TION Y TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY -�,-,-W . . "W -W '„'=„ - Inv --t�� W . . _I/"-" ( NE SERVES AS LIMITS OF CONSTRUCTION. LINE p tt- ram-r�- - O'CE' SHEET \ L = `� _ 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 SCO TELLA:L1jINIE' P I T S T 454 ,--'" ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON —SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND '—' r L� Lic. No. 035791 1O91 RIGHT OF WAY I v\SS ANC.E/Zan CONTRACTOR TO TREE ARBORIST ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY 16O lO/15/21 - - - S\ O' TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK - - - S G / �� --------___ I ,,--'"- SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY SIONAL E�� - — — — — — — _ — — — — — — — — — — — — — — — 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 - ° J MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE ° ° — _ _ _ I DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT HOE. CONTRACTOR TO DISCUSS Ia ' S'SIDE SETBACK b I PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. — / / / n, •J',t. PROPOSED (35)IG (6)OR I \' I ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). i• a.,/ (35CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE ` )IVL APARTMENT BUILDING #1 „ t - _----- -i UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF F /----------------------(4-STORY L ----- — III ' F ORDERS. - II i 68 UNITS) LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO n (3)OS I PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. C (2) OP `n I i / 1 II' v PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. z I 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 II DOUBLE- SHREDDEDHARDWOOD. v L (n III BLOCK LC CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY z o PRIOR TO ORDERING. 0 i ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION, CURRENT OWNER, OR APARTMENT / I (1)QP I LANDSCAPING AND MAINTENANCE STAFF/CONTRACTORS. > Q m k H I � I a i Comely of Albemarle .. - Comervafion Plan Clccktist To be placed on LaMscape Plans ixt�.. I L °. X - I (Handbook lN pp -284-111-297 for complete apemficahom) � f n Q �... (2) CIS P I I II I PROPOSED PROPERTY M - BLOCK 1B I - (TYP.) I 1. The Cancelfellems ehaEb h Me all El Treestoeavea, �BOUNDARY El Linate �>c (457,i / / ldtypgofpr tcon of nc rsm be saved), 3) CC ZI Lcc ho j.. / / Craw lm,gesrequviva treeweells; - 11 \ / / I / ♦a dnchuaney beymdnlmta oeclaaria. x Marital :• I � PROPOSED PARKING, I o All raeaml,ssaved shauberrarlreawrmprmtorr;bnmrataberglrteleaayvreitletnegwparmrtopemto,a. 1 ACCESS / O Noa d gshalbg nal hetrce mat rirg Las been imsp eda dapp ovd b,a o np o. \` III (II / (2) LT / LANDSCAPING, & / 3. Pracon.ru.fon Co.erance: MAINTENANCE J / O Tree pc,arvaoenmaproteearn,ncaa a shall beresiawdwiarthecourva on site 2 '" - ? EASEMENT(TYP.) / 4. Ruminate. OmerahoaandSlarane: / \ \----___ i 1 — — — — -- / / U Heavyequipmmt,velucu mfficandstrnaeofconsn mm.6i sinclud soilsballwtbepermitredwitbin Wedripli oftrees tobe,aved. NN O 5 S0 m 11 Trade. and Srmwamr Debars. Devkou N OiLT " 45 I 1 1 / � / � ".gam ® sne, aeri«a shallmtaavemaly amexrreesmbe ward. � � � (8) PY il) QS r 11 / d Fire,. 0 I'SO z LT / / $7 Flres are notpermitted waw lW feet afHe Mpline oftrceamba,avad � - z1 IV (z7)PL - ( ) 1 / � o Tuse Material,: 18' o / � AR 45 0 ® Toucmetmals shill mat be atered wrcLin 100 fear of the MpWe oftrees to be saved. .� (7) ,--- -- F/C-F/C C '. _ __. - _ - -.- -- - _ - � � � / \ 3. Ptaettee ren roame: 0 Trees be rewind witltin 40 feet ofapropoeW btilding orgradinp acfivityslmll beproteaed by fendng. I 4io_ - - - 450 �I ' / \ N O F=r,, shall be,r place and a l b pcmd and approved by a County Irlspctorprior trr,rndm3 emtrucuon 16 -c - -. -. ''•ITV 1 � / (1) L / \ / 9 Tree W elk: :DIF/C-E/P®wna eeanmakrelm tb asadww h dpWeofamatrbesaveQehceweBsn bepwdedadacoutrctionde l b t d pp _ _ ' r = --� --- --- - -- - - -- - ---- -- stbslowered ntbe p1 eat etobesavedatreewAlshaB p d, dawmwelmndetad v 9 I o. Treewau ® wb.l dfor appnval.L9 mn do ry be rovrde m I -- — (2) LT / s �hv / I. rrenmkrn,na rmnndme: ENRON ----- � \ QA� _ __- -- m,aara B eemu na aonmammmmralreamtrve whean>a p tart nee wry e R destroy dmroota. -- _- -� 93�" ----- ---- --- ----------- — — —_ — —— -- -- — — — —-------- ---- � r ®Pmtemvafen Ibamelaatrtamsrunoreaa enala I � I �" � Wnen trevchirlg isrequimd within Nelimi4 ofcleanr,g it shall be cone as far srvay from Na trunks ofhaes as posuWa. Turmelin � I � Im arm arlaa ated ass men Iun wa1 u fee z. Clesal V-R V 1 DrummedT mngs mrw a mrmp IMMUNE!!- 1 - ----- 0 Darl uses sLdl matedimmadialely by purling forflhretron ce other methods remmmeudsd by a tree specialist `Y � 3. -- - - - -- - NOTE: IT ISTHE DEVEL PER'3 RESPONSIEILRYTO CONFER WRH TNECONTRACTORONTREE CONSERVATION e ® ® ® ® ® ® ® ® ® \ I I ® ® E ® ® ® ® // 10/15/2021 (�J I- /Uj ' I OWNER SIGNATURE (DATE) LL CD u- CONTRACT PURCHRSIGNATURC (DATE) 5/Uaa Pgel oft __, __ _-�_T�- -J --� _-- -� _ _J_____ \ V u^ EXISTING APARTMENT ;; ;; — I I E-X-IS-T-I NI3GUIALDPAINRGT� M--E-N-TUU IA UILDINCBLOCK L- - - --------t------ y�n u � 18 U"--- 14 UNTS /I LU J1 II II II / I `I I u u u u u u n I I 1p „ t u 1!u n — -----a. --——.n -----/ I eel II t 1— ell LU L J f -- — — — — — — a� Ana--�----1 \ \ \ SIGHT sT + I { I { O Z\ -_ 80' LIJ�w 0� < SGI F1TD\sTANC�E=zBo EXISTING � \ Q � --L--W -W V, ------ - 66.IaJ I , \ \ SALAMANDER STREET / U w=� A AD', l / --- U U) V 77! I= Qa� A \ .. • n ° ° • • •• �.,. °r f ,. • • • d ,. • p , ,. , ,• • C Y G - - -- - ---------_-_-_-_ -- ------ Y o 440 , Q — — — _ _ EXISTING STREET TREES � r � j— — — \ w J \ \ \ / — ALONG SALAMANDER STREET \ I I SALAMANDER STREET / / 1 \ — — - -- - _ — --- EXISTING— \ \ \ TMP 46-IBE13 �' CURRENTLY UNDER CONSTRUCTION CEMETERY _ I BLOCK 8B \ STANLEY MARTIN SEE PLANS UNDER / — — — — — — — _ — — _ _ �� COMPANIES, LLC SUB2o1800115 I I -- — -- — -- -- -- -- — — — \ Ul _j DB 5492, PG 476 — / — BLOCK 6 _ T 46-18E1 I I — -- — — � \ � � J 1.947AC. / /—------- \ \ LU _____ TMP 46 18E2 MANOR HOUSE LOT / j / __ _— -- -- — — — — \ W H� \ r — STANLEY MARTIN / j , CHARLES R. HAUGH & / l I / — — — - \ \ \ \ \ \ \ I I \ I COMPANIES, LLC DOUGLAS'B. OGLESBY — _ \ \ \ \ - l DB 5295 PG 636 I / /` 1 \ \ I F DB 5492, PC 476 , ( / / \ \ Cn I \ 5.454 AC. l i l \ \ 3.179 Y / / / / \ \ .\ TREES UP T04' CAL. SHALL BE STAKED WITH 2-2"X2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION — GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES z/3 UP TREE — i" xa" HARDWOOD STAKES, ALIGN TOPOFSTAKES — MULCH SAUCER CUTAND REMOVE BURLAP FROM TOP 4/3 OF BALL AS SHOWN SCARI FY SUBSOI L TO 4" MIN. DEPTH Tree Planting and Staking Detail Not To Scale Evergreen Tree Planting Detail Not To Scale DOUBLE STRAND #az GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES Yka"HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP a/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #e2 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX NOTES: 1. 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 (SUB2oi800115). STREET TREES ALONG ARCHER DRIVE HAVE BEEN INSTALLED PER THE APPROVED PLAN (SUB201700117). 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/ APARTMENT MAINTENANCE & LANDSCAPING STAFF, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. LANDSCAPING CALCULATIONS: TOTAL BLOCK 1B AREA = 6.792 ACRES (295,86o SF) CANOPY REDUCTIONS: 1. AREA WITHIN PRESERVED SLOPES = 9,300 SF 2. AREA WITHIN GREENWAY= 6,o8o SF TOTAL GROSS SITE AREA FOR CANOPY CALCULATIONS: 295,86o SF - 9,300 SF - 6,o8o SF = 280,48o REQUIRED LANDSCAPING CANOPY = 280,48o SF * 15%= 42,072 SF PROVIDED LANDSCAPING CANOPY = 42,200 SF (TREE CANOPY ONLY) TOTAL BLOCK 1B PARKING & CIRCULATION AREA =139,980 SF REQUIRED PARKING LOT LANDSCAPING=14,780 SF *S%=7,000 SF PROVIDED PARKING LOT LANDSCAPING = 4,288 SF WITH THE FOLLOWING (58) TREES (24) AR, (2) CIS, (14) LT, (13) CC, AND (5) QP REQUIRED PARKING SPACE/INTERIOR LANDSCAPING = 391 SPACES * 1TREE/lo SPACES = 4o TREES PROVIDED PARKING SPACE/INTERIOR LANDSCAPING = 58 TREES JLU o 0o NOTES: LL 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF Q NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE O STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S O ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF N THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED w AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 1- F- 3. PROPOSED TREES WITHIN INTERSECTION SIGHT DISTANCES SHALL BE PRUNED UP TO 6' TO MAINTAIN INTERSECTION SIGHT LINES. NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. HVAC UNITS SHALL BE LOCATED ON THE ROOFS OF THE APARTMENT BUILDINGS AND SCREENED WITH PARAPETS AND ROOF LINES TO SHIELD THE UNITS AND ELIMINATE VISIBILITY FROM THE ENTRANCE CORRIDOR. Lu w O w Of = a U 10B NO. 182150 GRAPHIC SCALE SCALE 30 0 15 30 60 j 11=30' SHEET NO. ( IN FEET) 17 1 inch = 30 ft. - ---- / / ; • :. AY (TYP) ASSOCIATION INC STANLEY MARTIN y 47 v TH O TREE PROTECTION FENCING \ ST NG GR\W \ TMP 46-19B9 COMPANIES, LLC — — — DB 5512 PG 03 — — — \ _ _ = / y _ — — — "� TMP 46-19B7 v y �_ XI \ \ 3 50.72 AC. — — — — — _ — ��y — y -V\ DB 5355 PG 747 ' y \ y _ (�9) \ \\ . \ \ \ \ \ — — — y / y \ �470 .y SCOTT R. LINSt:z _ - IJK /y C-) Lic. No. 0357911n - — — — ° , — — -�- / 44 • `� A \ \ \ \EXISTING PRESERVED y , . J ASLOPES(TYP.) — / — — — — — — y A y y ap 10/15/21 v� — J — / (5)JV � �(7) UAP ....444 � � ,, ` \ � — _ _ _ _ — / j � '- — — — = _ / \� / y yl \ � y y � y. �SSIONAL ECG _ _ L K1 _ — 1 B JY�ATCHLINE-SEE THIS SHEET V,1 1 W. (1)QS PROPOSED _ — _ — — — — v v \ v v im % \� IJK \ \ \I \ \\ t _ _ F QQ6VAV�A \ \ (5) \ \ APARTMENT — — — �v I 1 \ -EXISTING VEGETATION TO A 5 y BUILDING $3 )PY REMAIN WITHIN 6 OGREENWAYAREA(4-STORY (6,08oSF) 76 UNITS) \ — — — — — MIXTURE OF DECIDUOUS & \ \ \ \ \\ \ \ \ a - _ — \ \ — _ _ EVERGREEN TREES / 'M/ ---446---\ \\ u i r AR —TREE PROTECTION ENCING � v v v v O v v v v v v vv v�vv v z v v A A v V A� �. O i \ 1 \ \ EXISTING VEGETATION TO � \ \ ` w t_ 1 I REMAIN -WITHIN \ \ — �, ` \ \PRESERVED SLOPES \\ \ \ \ \ (i)QS \ \ h� \ \ t MIXTURE OF \ \\ \\ \\ \ L I � � � o �V A I v � MIXTURE OF DECIDUOUS & �\ V A A � i _ (i) QS (s) QP II EVERGREEN TREES �. A �., t W (i0) IV 00 / 1 � 1 J. I \ t' � 1 •I BLOCK 4B I •Ile I I � i •� I I I LL� Z w 11 I I BROOK ILL APARTMENTS LLC TMP 46-19B1 II DB 5133 PG 445 . 1905 A I I IC. I I I I p \ I I I I I I I I \\ f 1 EXISTINGSTREETTIREES ALONG ARC HI R I V INUE II I II II I I I II I ° \\F II II I II I I ' I I I F EXISTING ARCHER) VENUE. CURRENTLY UNDER CONSTRUCTION SEE PLANSUNDER SUBzoi700127 ° f /// s / s / w w wLw I h t V—EXISTING GREENWAY (TYP) TREE PROTECTION FENCING (4) ARC/i i �� / t" (39) AA A A n�i o ' I IJK rj _ It t .° / ` w O N \ F Ln 00 0 CIS (5) JV L(7) U P I —MATCHLINf—SEE THIS SHEET (6) PY I I x (4) PY 1 LT _-- - I �� h) LT / / / I ! � L9 (6) QP = e Fs� I /Ill / / / �� I 1 ✓ / / \ AM i I I 454 -- (5)AR_ - (9)IV (io)PL I I / \�� ---- -- ---- - Cn i I _ 0 I; w I w ' w w W- w w w w 1 ,JW-w w I \ V A \ V --� v -- l CD LL.I J (7) CC (so) PL ` I \ (15) PL \ m I _.__.__ �. r--- - - ----------- - � I I \\ � � \ \ � � GRADING ASSOCIATED � N d — — — — 1 � ; I - � � � I (g)AR \ \ A A � �` v WITH THE APPROVED / — N f x \ \ \ BROOKHILLSECTION 1 \ �� "• '-" �� \�-MASS GRADING VSMP / \ PLAN (WP02027-00037) / A Le4, �\ff UT i I \ P O AR LT ] I ��\ \ ,.. \�so \ (2) QP _ / / / \ \ / J \ LT. 3 (S) IV (3.) LT i 1 (i3) IV \ Z U) (21) IV I \ \ / / / / /HII d (4) Py U' Ali L` ii----------------------- �— e Q U 1PROPOSED PARKING, / / / / /i - - / / U Ln LT / I (ACCESS i _ LANDSCAPING & / / — 450 / Lv I U V (�) LT I I. 3 V / l MAINTENANCE / PLANT LIST z X I \ / EASEMENT 0 Q (z) OS 455 (i) OS � I I I PROPOSED PROPERTY Lu � o BOUNDARY(TYPJ A SYMBOL BOTANICAL NAME COMMON NAME SIZE CANOPY QUANTITY TOTAL �_ M l / L ,k x I /// CANOPY TREES m #� v ,;; I � - ' I I b � I � \ AR ACER RUBRUM OCTOBER GLORY OCTOBER GLORY RED MAPLE 2-1/2" cal. 397 27 10719 J - (1) QP \ \ LLI LT LIRIODENDRON TULIPIFERA TULIP POPLAR 2-1/2" cal. 387 16 6192 W HII s —"v,v „ I PROPOSED SMALL e n \ \ \ \\ _- QP QUERCUS PHELLOS WILLOW OAK 2-1/2 cal. 370 30 11100 = ENTER AND CYBER CAFE ON \ \ \ \ — _ _ — — U! Y — - (2) OP GROUND LEVEL (2,650 si) \ \ \ \ — — _ — — QS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 329 17 5593 � _ J w \ II _ PROPOSED I I _UAP ULMUSAMERICANA PRINCETON PRINCETON ELM 2-1/2" cal. 397 7 2779 \ Lu p \\--------------4-STORY------------------ - -- 1 ---- UNDERSTORY TREES APARTMENT BUILDING - (i)Qs ( Y t CC CERCIS CANADENSIS EASTERN REDBUD 6-T ht. 124 15 1860 Q \ 66 UNITS) / I \�\ p (35) IVL (35) IG PY PRUNUS YEDOENSIS YOSHINO CHERRY 6-7 ht. 99 23 2277 5'SIDESETBACK � � I, bLSCREENING UP--- \-------------- II1K ILEXOPACA'JERSEYKNIGHT' JERSEYKNIGHT'HOLLY 6-Tht. 56 24 1344 _ J _----------------- - JV JUNIPERUSVIRGINIANA EASTERN RED CEDAR 6-7 ht. 16 21 336 ~ _ _______ ___ _ _ - w \\---�--- -�C ;z$0---------J I - �- ---I SIGHT DISTANCE=?8o' - - - SHRUBS d = \ --- -- GRAPHIC SCALE 5\GN�o�S,P (6)QP ---- I JOB No. +F+w W w w r w w 1w w I w w I IG ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 2.5' min ht 23 70 1610 182150 w�w - I 30 0 15 0 60 I - -u- r -r r .- + - +.-T'a- --4 -4 W ♦ r u. J IV ITEAVIRGINICA'HENRY'SGARNET' HENRY'S GARNETSWEETSPIRE 25'minht 64 58 3712 SCALE n i - - - - - •-� • � -° � �y - - - - - ( IN FEET) _,-- ' IVL (TEA VIRGINICA LITTLE HENRY' LITTLE HENRY SWEETSPI RE 2.5 min ht 64 70 4480 1 =30 . SEE'SHEET .. — ft. s. .—.�. T °L N - P ► T S T ' .' ' .' .' I 454 ; = ' PL PRUNUS LAUROCERASUS'SCHIPKAENSIS SKIP LAUREL 2.5' min ht 10 75 750 SHEET No. / 109' RIGHT CWAY I �PNCE-2$O TOTAL: 52752 18 ,-558 '39'2I"E 7218'V 'A �7`� - sew, A AAA/ / net 'N5072'32- µ 115.69 ,96 \ _/ \ / ` �• \\\\ — — -- — — \— iz------/ In -vvv \ V I V AVAAV�AV AVA \ CJP \\ \\ I\ \I \ \ \ \ 7 \ \ V A V A\ V A \ BLOCK 4B v AV v I A 1i A \ V 1 1 1 \ �\ \ \ I \ I \ I \ I etf_ L-�vvv AV �� vv vvv AVA\� VAV VA VAv\\A— v\� \: I7 v— / y \ y y _v or , �bit,!v��vA� cam\ \ \\\ \ \ \ ` �� \ \\ \ \ \ BR0 KHILL MASTEti\ \ \ \ \ \ \ \\ \ \\ \ is ASSOCIATION ASSOCIATION INC \----—--\\ v\y ��✓/�`�y<\.: \ .a_y._y __v�� v viy�,- TMP 46 19B9 --_ —__—` \ _ DB 5512, PC 303 I \ \ \ \ \\ \\ \ \\\\ \\ \ 50.7�AC. �—--------\\\\\�--Jd x y y y. y v v v \ lIIII /4-/ 1 PROPOSED \ - -- v A`� I '� ---- APARTMENT _ -- - \ `� \ \\ 1 BUILDING #3- 4-STORY v � _ 76UNITS I \ �11 1 eise 111 1 1 v v vvv vvv vV A \ V A \ \ `F� _ <s \ \ \ \ \ \ \ \ \ 1 1 I 1 I 1 1 II/'�.('/ Pp 46L 19 I F TM —i SLA4 SLA^\\\ \ \\\\\ \ \ \ \ \ \ \ \ I I I I I I,I ' �' / THE DB 73T%69 vi I I I I I/ I I / v/ � If 1iit it 2SLA9 L 4 / / / / It nb Ix }• � 111 I 11 � I I I I I I I / / / r / / 50 / / / / I / / /( / �`/-- = =y SL 2� I I I I \ JLA�2 , S A I I \! w 1 \ y \ \ \ \ \ \ \ \ \ \ \ —�\\ — — I \ — a — — \ ,\ BRO X$ILL' APARTMENTS LLC TMP 46-19B1 \ \ \ DB 5133 PC 445 (9.0 51C. V vv v11 � IIII IIII vv< vv IIIIIIIIIIIIII I II I II I I I I I I v ----- — — — --- \ --- — -- -- ----------------------- WWWW EXISTING STELLANE h (PUBLIC ROAD) d' 454— j//// h \ BROOKHILL J l APARTMENTS LLC I I TMP 46-19B1 DB 5133 PC 445 / l I 19.05 AC. 1 1 1 I BLOCK4A / I \ / / / i9 F 26' 2�3,—L _ 4l\ S,L2\$ LAA _—_----------- 2SLA4 a A It __-V- \---_---- A -- _ \ I I 11 .. •'� 2SLA4 p 2"L 14 =2SLA4 2SLA4 2SLA4 _ P -- --rA — — — — — — — — — — — I jj 1 \ 1 \ \\ N, — — — — \ ! / ! PROPOSED --— — — — — — — — — — — — — — — — — — did \\ APARTMENT BUILDING #2 --------- 4-STORY----------------- - / \ v� 66UNITS) \ \ CROCKETT CORPORATION \ \ TMP 46-18A1 \ DB 5274 PC 376 20.708 AC. / 109RI W Y / > IHI --- ----- ----- ------------- -- -=-- - ---- s // Is PROPOSED % / ------------------APARTMENT (4-TORY BUILDING #1 ' / /nis, 68 UNITS) 1 BLOCK 1B 5 ■F. " � t: I■F■ erggg T■. r r r N E BLOCK 1C 1 I I I / I NOTE: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF FOOTCANDLE. Ix SLA4 _ 1 / 1 / (T P I — - _---=-----L---- 1 IENT ------------- I / �- - v v PHILIPS GARDCO Site Area bod va IS, ones EcDForrn °©" HIM, The PF l Ps Ga dcc EcoForm Gen-2 combines economy with Performance In an LED arearldrournatim. Carbable oftlelivenng up to 6,400 lumens or mom in a compact, low profile LED lumindure, EmFormoflema raw haveldiffoustromerviddre.E Farm features ddive samfit arm kit, simplifying site comersonstoLED by eliminating thed to drill additional hossin most existing poles. Integral control systems available for further energy savings. Ordering guide eaanit ECF 5 60L mrd Nmw G3 An 1 12. r 5-MG reen nR ECFi G9L IP nero E IINV CMiO o 0 o H, Ix nre. -ssd.rdre .ad is brese ,done diddeed ord"M mo w ao_1 been". '' up If Do If Irl.ld-er If A< Preis e MI is M °ss we .rime �• I,�.... druss, it is r TM mne ninm Po I w � ps ox'v iMe. r me . nnend M dide wit. f W mmW n in esy.dn art be beman reAr < m.m I.m� see. radl r , , anded an brew effir— �� bobstried b ds —net .,�w,b�lxgxww°.,nmq,nm .... in MM ..,.. ^W n °° Me-°e„o and-IMa a e. .m w :�nde= M� .w °,, . r ee a andsaen2 own — toe PHILIPS 09 GARDCO 'Nall Mount LED iiinii IIIL of, Philips III LED I t s perfect for low mounting height wall mount P P call pe g gce applications, LED lumi tl gred h!gx naturally wait surfLED aces. 'resare a.tion)le three (3) difere11 performance( theI lrtpo9hon) ['bon paterrs, p II performance ,p LEDren[tl and featuring excellence advancedand Conoco ED truenned featuring LchnolosW inarformanceperformancelassILEDsystems Philipsgs offer rTom ma potential energy savings of 50%or more management technology yHighperforicalo Class1 ntioff % ansystemsoffer compared to HID systems. IT LED luminalres are also mailable with T0V gmMng Ordering guide evmple: mL HIL 350 Cw G] apwv-op-aR Mena maw Fsw ttL ifi 550 NW 2 3O UNV PCB O BK w reasons oJu' m ..I ma uwn m0uI v n momm a Irs ides >reardefur rssim-1, .,. Iet His doe hpi � —HI rime o uea ,anew a.ae e, nr—re .. .of, dHH.rML dial� ansesse I. HeMs-.m.narwaene b Dinens°ons Rm.. aunareen ,Is conterat,do unnurilre didar vN 2so is room assess, tire l bottom lkns 511, 1i51prr doisrudonsessixSul - Cematleh Me J-donefte mhen M eplatebe .und, v i didonae,eollF L Me, .1, fincleall,ro, the wau. inI r Sate rm to mr M Ib-IL,blits shen Iva onat LEGEND: NOTES: i. ALL POLE LIGHTS SHALL BE 2o' FROM THE GROUND TO THE PROPOSED LIGHT FIXTURE. THE 2o' HEIGHT SHALL INCLUDE THE BASE OF THE POLE. 2. ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. 3. LAMP TYPE SHALL BE METAL HALIDE. 4. FIXTURES SHALL BE BRONZE IN COLOR. 5. ALL FIXTURES SHALL BE FULL CUT-OFF LIGHT FIXTURES. 1.0 FOOTCANDLES 0.5 FOOTCANDLES SITE LIGHTING FIXTURE SCHEDULE MARK F DESCRIPTOR MMUFACNRER MODEL VOLTS TAMP FIXTURE O1Y WARS I MODEL I an`To LED AREA LIGHT WITH TYPE 2 DIST., INTEGRAL DIMMING AND SIA2 40DOK COLOR TEMP. MOUNTED 25'-0' AFG ON 32' DIRECT PHILLIPS GARDOO ECF-S-48L-IANW-G2-Mt-2-UW-CM30-HIS-BK UW 1 159 LED 159 BURIAL CONCRETE POLE LED AREA LIGHT WITH TYPE 3 DIST., INTEGRAL DIMMING AND SL 3 40DOK COLOR TEMP. MOUNTED 25'-0' AEG ON 32' DIRECT PHIWPS GARDOO ECF-S-48L-IA-NW-U-AR-3-UW-0M30-HIS-BK UW 1 159 LED 159 BURIAL CONCRETE POLE LED AREA LIGHT WITH TYPE 4 DIST., INTEGRAL DIMMING SLA4 AND 40DDK COLOR TEMP. MOUNTED 25'-0' AEG ON 32' PHILLPS GARDOO ECF-S-48L-IA-NW-G2-M-4-UW-CM30-HIS-BK UM/ 1 159 LED 159 DIRECT BURIAL CONCRETE POLE (2) LED AREA LIGHTS WITH TYPE 4 DIST., INTEGRAL 25LA4 DIMMING AND 40DDK COLOR TEMP. MOUNTED BACK-TO-BACK 25'-0' AFG ON 32' DIRECT BURIAL PHILLPS WOOD ECF-S-48L-tA-NW-G2-AR-4-DIN-CM30-NIS-BK UM/ 2 159 LED 318 CONCRETE POLE WIA3 Lin WALL MOUNTED LIGHT WITH TYPE 3 DISr. AND 40DOK PHILIPS GARDOO 111L-16L-550-NW-02-3-UNV-PCB-BK UM/ 1 29 LED 29 COLOR TEMP. MOUNTED 15'-0' AFG ON 16 CONTRACTOR SHALL VERIFY ALL FIXTURE MANUFACTURERS, TYPES, OPTIONS FINISHES WITH OWNER/ARCHITECT/INTERIOR DESGINEfR PRIOR TO ORDERING. Luminaire Schedule Symbol 4ty Label Arrangement Total Lamp Lumens LLF Description a-� 3 SLA2 SINGLE 18,581 1.000 ECF-S-48L-lA-NW-G2-2 o-� 0 SLA3 SINGLE 18,178 1.000 ECF-S-48L-lA-NW-G2-3 o-� 0 SLA4 SINGLE 15'018 1.000 ECF-S-48L-lA-NW-G2-4 �-o-� 21 2SLA4 BACK -BACK 19,018 1.000 ECF-S-48L-lA-NW-G2-4 1 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Parking & Drive Area Illuminance Fc 1.91 7.5 0.9 1 4.78 18.75 Property Line I Illuminance I Fc 1 0.05 0.7 10.0 1 N.A. I N.A. GRAPHIC SCALE so 0 25 so ioo ( IN FEET ) 1 inch = 50 ft. F- ` Lic. No. 035791,E 10/15/21 Q11"I01VAL E%Ol L9 `I CI ti _ CY) CM N ifet z J 1 CD N w LL ®®®® N N (I� V ) W J J Q J_ 7 i w LL z H ' Q 0L9 .1 MM � O� W C� Q ,—I z L--4 Uj LU L� Y O J P- _j U W Ul �_f J LU J ZLLI 1--I U TJ LU�/ o TJOf Q M 1 1 1 N F_ F Vw w JOB NO. 182150 SCALE 1 11=50' SHEET NO. 19