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Home My WebLink AboutSDP202100098 Plan - Revision 2022-06-06GENERAL NOTES OWNERS: TMP 04600-oo-oo-oz9B6 BROOKHILL BLOCK 1B CROCKETT CORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT FINAL SITE PLAN 455 SECOND STREET SE, SUITE 201 CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING L zoaARRETT ST, SUITE K RIVANNA MAGISTERIAL DISTRICT CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oz9B6 ALBEMARLE COUNTY, V I R G I N I A D.B. 5346, PG. zsz 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 BROOKH ILL 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 ZMA2oi8000ii TOTAL PROJECT AREA: BLOCK i- CODE OF DEVELOPMENT PARCEL AREA =1z.o ACRES BLOCK 1A -1.24 AC BLOCK iB - 6.792 AC FUTURE BLOCK i PHASES: 3.97 AC BE PROPOSED USE: BLOCK iA: 32 MULTI -FAMILY RESIDENTIAL UNITS BLOCK iB: 205 MULTI -FAMILY RESIDENTIAL UNITS & (2,65o SF) COMMERCIAL SPACE BUILDING #1: (26) ONE BEDROOM UNITS AND (36)TWO OR MORE BEDROOM UNITS BUILDING #z: (z6) ONE BEDROOM UNITS AND (38) TWO OR MORE BEDROOM UNITS + COMMERCIAL SPACE (2,65o sf) BUILDING #3: (40) ONE BEDROOM UNITS AND (39) 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 #1 DESCRIBED IN THE CODE OF DEVELOPMENT (PAGE 22) 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: 2o5 RESIDENTIAL MULTI -FAMILY UNITS (BLOCK ELB) WITHIN 6.792 ACRES BLOCK iB DENSITY = 2o5/6.792 ACRES TOTAL BLOCK iB DENSITY = 30.18 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= 20,000 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 OF THE SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2o15 AND UPDATED IN MARCH 2O21 FOR EXISTING CONDITIONS. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN DECEMBER zozz. 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 MEETTHE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. SEE LIGHTING PLAN, SHEET zg&20. PHASING: BLOCK z SHALL BE DEVELOPED IN AT LEAST THREE(3)PHASES. THIS IS THE SECOND PHASE OF DEVELOPMENT FOR BLOCK 1. SEE OVERALL PHASING AND DEVELOPMENT PLAN, SHEET 5. 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,. CIVIC SPACE #z SHALL BE INSTALLED WITH THE FUTURE DEVELOPMENT OF BLOCK z, BLOCKS, 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 92 ONE BEDROOM UNITS x 1.5 =138 PARKING SPACES REQUIRED (2) PARKING SPACES PER EACH TWO OR MORE BEDROOM UNIT 113 TWO OR MORE BEDROOM UNITS x 2 = 226 PARKING SPACES REQUIRED COMMERCIAL PARKING REQUIREMENTS: 2,65o SF x 4.75 SPACES/2000 SF = 23 SPACES TOTAL NUMBER OF PARKING SPACES REQUIRED: 377 PARKING SPACES TOTAL NUMBER OF PARKING SPACES PROVIDED: 386 PARKING SPACES (1.02%EXCESS PARKING) BICYCLE PARKING REQUIREMENTS: z SPACE PER EVERY 5,000 sf OF COMMERCIAL RETAIL SPACE 2,650 sf 15,000 =1 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 ISA1oo-YR FLOODPLAIN LOCATED IN THE BROOKHILL 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 FDP PERMIT # IS 2o1600004. 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. II O v'" m BLOCK 11 �_-- - H -r, FUTURE BUILDING IIIIIIIIIHAVANAL/= E FFFFFFL/FUTURE 3�66 d BUILDING q q FUTURE BUILDING FUTURE FUTURE BUILDING BUILDING Ell FUTURE FUTURE BUILDING BUILDING I FUTURE b b BUILDING 4 4 4 49 P V V FUTURE BUILDING rUiLLLLUifl LmU UrmTrmIJ LANDSCAPING: STREETTREESARE PROPOSED ALONG THE NEIGHBORHOOD STREETS, INCLUDING ARCHER AVENUE AND STELLA LANE. LANDSCAPING IS PROPOSED FOR THE INTERIOR TRAVELWAYS AND PARKING AREAS IN LAND AREAS& IMPERVIOUS AREAS (BLOCK E.B ONLY): TRAVELWAYS/PARKING: 239,98o SF-3.21 AC(47.5%) ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE SIDEWALKS: 15,76o SF - 0.36 AC (5.3%) COUNTY CODE. BUILDINGS: 67,700 SF -1.55 AC (22.8%) GREENWAY:: SF-0. TRASH: A TRASH COMPACTOR IS INCLUDED WITHIN THE DEVELOPMENT PLAN TO SERVICE THE APARTMENT 16,o o. 7 C(5.4) OPEN SPACE: 16,o3o SF - 0.37 AC (5�4) BUILDINGS AND ICE RINK. GRASS/LANDSCAPING AREA: 50,320 SF - 2.25 AC (27.0%) UTILITIES: ALBEMARLE COUNTY WATER AND SEWER TOTAL: 6.792 AC AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS, SEE NOTES: SHEET 1A & 1B. 1. ALL PROPOSED EASEMENTS SHALL BE EITHER BE DEDICATED TO PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE SITE PLAN, TOTAL PROPOSED UNITS: (5 32 UNITS 1 %OF TOTAL UNITS FOR AFFORDABLE UNITS) GRADING PLAN AND UTILITY SHEETS. TOTAL PROPOSED AFFORDABLE UNITS: 3z UNITS OR CASH IN -LIEU OFAFFORDABLE UNITS FOR 3z UNITS z. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES &DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS NOTE: AFFORDABLE UNITS TO BE NOTED WITH THE BUILDING PERMIT OR CASH IN -LIEN PAYMENT OPTION SECTIONS. MAY BE IMPLEMENTED AT THAT TIME. 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. STORMWATER MANAGEMENT: THIS PROJECT IS INCLUDED WITHIN THE BROOKHILL SECTION z MASS GRADING VSMP PLAN S. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE AMENDMENT #z (WP0201700037) BY COLLINS ENGINEERING. THE PLAN IS CURRENTLY UNDER COUNTY 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE REVIEW. PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 6. THE BROOKHILL PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. SEE EXISTING CONDITIONS SHEET. NEEDED FIRE FLOW CALCULATION: CLASS I - FRAME TYPE CONSTRUCTION (IBC TYPE V-A) BOTH THE SUNNY DAY AND PIMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR FACTOR =1.5 THE SOUTH RIVANNA DAM. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH TOTAL GROUND FLOOR AREA =10,290 SF INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PIMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL TOTAL AREAS OF OTHER FLOORS = 29,58o SF EMERGENCY MANAGEMENT SAFETY ACTION PLAN. THIS PORTION OF THE SITE IS OUTSIDE OF THE DAM INUNDATION ZONE. TOTAL BUILDING AREA: 39,870 SF 7. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 1oTH EDITION. CODE 220 REQUIRED FIRE FLOW (TABLE B1o5.1) = 3,5oo SF WAS USED FOR THE DEVELOPMENT NEEDED FIRE FLOW(So% REDUCTION FOR AUTOMATIC SPRINKLERS)=1,750 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 (22 ENTER/ 74 EXIT) PM PEAK RATE - o.56 VPD PER DU =118 VPD (74 ENTER/ 44 EXIT) BLOCK 6 SHEET LAYOUT SCALE: 1" = 100' OO 0 OO ®O O 00 Oo OO Coco OO OO OO OO OO C OO ©� o©oc Oo v - 00 F-11 FUTURE CLUBHOUSE & POOL B IBC I GRAPHIC S ( IN FEET ) 1 inch = 100 ft. BUILDING CODE NOTES: 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A217.2-og AND THE 2028 VIRGINIA CONSTRUCTION CODE. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAINS. THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER, AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 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 OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOTTO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 4 THIS 4 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 15A TRASH ENCLOSURE NOTES & DESIGN DETAILS 16 NOTES & DETAILS 17 LANDSCAPING PLAN 18 LANDSCAPING PLAN 19 LIGHTING PLAN 22 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT VARIOUS WITH EACH SHEET Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK 4 VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIRECTING TRAFFIC) EXISTING CONTOUR zoo 200 PROPOSED CONTOUR 506.71 TC 506. 21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.71 Tw 506.21 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 & EXISTING GUARDRAIL PROPOSED FENCE OO OO OO (0 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT7R. CZ3LLINSZ F--1 Lic. No. 035791,E 6/1/22 po�SlOire T. E�C'l� Z � g L 0 z ; � w a C O C w L By . F � O L F- c Ln Z O `L 0 i > w C� u .F + N N rj w O CD O r1iLnEli cow o kD ti O Co CM z N ® co N w CD LUN N (I� Lu < V / W J J Q J z U) H� LLI H 0 J M Ly _ O U U WLU U Y 0 P- _j UlU W U) J w J ZLU I --I F U) J mow/ o J� V O O N F F- w w O w Lr = a Ln 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�� 3 i,, ` - - - - I 14. // \ , _ +icy _- ,41� i ,' TMP 46-19B7 - , STANLEY HOMES LLC r , DB 5495, PC 635 y Ap¢ L 37.80 AC. � I I / // �x `J/ ' �_.�_ — �__ y �_` - -..�_:_y-�y_� L y� v "� v��\, -v �; �v \ , \ y -- v v\\v : --- _ - - - - - - \- -,E�_ \ - \\/ / ---- - -� �_,--ems_ -__ - -\\/ _ - \- �� -� --- \ \\�/ / i/ -- - i ----_- - - _ - \ - \\ / I 'F > \ i/' - V � - '- - -- � ,V �i ._. -� _ - - _� \ VA 1�. --- - - v a /-- v\vvvv _ //--- - - ��.., -vv v`��___-- - \�� _ �/ \� -/ / //I -\ \� \\ \ \ /l/////<,\\\\\ / // , � l vR A I v vvvvvAv y vw / / I 1 v AA\ A vv' Vvv v / // / / / ,I-- I V AV AAA \ tenvvv vv m \ / �� -OVA \ 1 �\ / /�' I I vv A vv vV 1 \, ,"\ I"\ I \ \ \ \ \ \ 1 \\ >T / L_-I \ \ \\ \\ \ \ / - __� /t __ �>-_i__ ham\__ _ � \ \.\ / / / - \ \ \ \ \ \ \ / - \ \ \\\ - / // /I I I IV v A \ V v A // / // L--I--' I ��, \\ \ 1 \ \ \ \ V A \ \\ \\ CIA- - -1 � 1 i \ \ \ 1 / ,�/ I I S' \ \ \\i \\ \ \ / I �/I -h \ \ \ \ \ \ \ / / / / i \ \ \ \ I \ 1 \ \ \ / / I I ---v oV vv vv vvv M, � \\ \V A A / I I v v A V \11 / �''hv A v v Vv A A \\\ I /// ---\ V AV A V A AV \ V A V I I * vv v IA v A\ \ / 1- 1 B'ROOKHILI \ v v v! v v \ v I I // I vv I APARTMENTS LI C V ) EXISTING xz" DI WATERLINE / i T NP 46-199BI v V I v v l DB�5�33 PG45 v A� v � v -- I 1 19.05_ AC. ` v v v v v -- � I -- v V A v v --A v I i` I -----\ ` -� 4 v v v - - V / II- -- v: \ -- I I III \V I / I ---v vv --I-A ��1AV A �I I II II I V 1 j I -v vv v A IIiIII, v h- \ \ \ \, L' ) --- ----- - --' 11 - ---- - , \ � \\ \ III I IIII I \--- I --- - -- - I -- ----- \v------ j 1\' \l III IIII III III I III III J_ I _ �-1_ - / � I / 11 11 1 I I T ____ -// // I / 11111 --- - - _ - -� --�/ -- ---------- --- - - --- I/ I j I - --------- - ----------- // -- - ---_ / -- - - --_ - -- -- - / // // - - �[,---1`-I] -- -- -- -- -- _ � , I 11 _ ---- _-- -- -- / ___ _ _ �_- x� x� / 44:--- ------ ----L STELLA LANE nY IABLE WIDTH PUBLIC RIGHT OF WA \ - , I-I'i ,. / v .'��, N °o' z. 6"W -_ � _ ---- „. ire 1- / \. \ .\. -.'. \v \ v v. - +�. ,'�� A\ \ \ - i � y / • 37 95 4 - - -_ - _,.- - : r - ; ,.r. 4, .,-.. / : 'I _\ \' .\.I\ \ \.I' y i _ - - a:, -. t / 4343 EXISTING --- --_ _ -- - -, . :I_ :\ ... � v 1 _ � \ � ' GENERAL NOTES: 1 a wy \ >- \. \ r v / / /� 1. 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(D z Oo OO (D 0 BROORHILL MASTER ASSOCIATION INC TMP 46-19B9 DB 551Z PC 303 50.72 AC. Is H � 0 J r• Q e U W' Lu I— ul z LU Lu U) JLu a _ 0 C) CJ N J 0- Lu V / Q Q W 1.4 LL O M� W W > W ,--I 0 U UO O m M J J w J > H O IOB NO. 182150 SCALE 1"=60' SHEET NO. 5 EXISTING STELLA LANE (PUBLIC ROAD) f ff EXISTING ARCHER AVENUE CURRENTLY UNDER CONSTRUCTION _k SEE PLANS UNDER SUB201700117 PROPOSEDx )NUMENT SIGN DSED (4) BIKE RACKS, SEE DETAIL SHEET 15 PROPOSED INGRESS/ \ EGRESS LOCATION D STANCE T n F — — I TERSECTIO = PROPOSED z ' BRICK CONCRETE PAVER SIDEWALK j PROPOSED PROPOSED VDOT STD. CG-iz —3P j SEE DETAIL ON SHEET 15 L — — — , PROPOSEDSTOP SIGN (TYP.) PROPOSED TYPE III BARRICADE& v END OF ROAD SIGNAGE PER VIRGINIA l.J PROPOSEDii' v >I WORK AREA PROTECTION MANUAL �i ry > STE LLA LANE RICKICONCRETE I DURING CONSTRUCTION OF BLOCK 1B " = "" ¢ (109' PRIVATE RIGHT OF WAY LL PAVER SIDEWALK J_ 8RI �- W W BLOCK 1B Lu E",z, _j PROPOSED PROPOSED &BLACK u, Q TRASH CAN METAL BENCH ILL O O -- 04 UIV113) BIKELANE PROP( PROPOSED RIGHTOF OSED 6' BLACK 8'xzo' PARALLEL METAL BENCH, PARKING SPACE AAIN X A! 1 A P.� PROPOSED (2,65o sf) PROPOSED VDOT STD. CG-12 COMMERCIAL RETAIL SPACE SEE DETAIL ON BROOKHILL APARTMENTS LLC TMP 46-19B1 DB 5133 PC 445 i8' 19.05 AC. F/C-F/C Eb 16' BLOCK 4A OF 93' n. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —77 PROPOSED PROPOSED z PROPOSED STOP APARTMENT RIGHT OF WAY SIGN (TYP.) TRAVEL i �3, - - - - - - -- BUILDING #1 ------------------ ----- -7 I PROPOSED PARKING ACCESS E/�F> (4-STORY ^ YI LANDSCAPING &MAINTENANCE EASEMENT o } PROPOSED } QI BUIOLDINGD L GARAGE 62 UNITS) Q 12�1 BLOCK 1C ENTRANCE iz'xzo' MIN. PROPOSED HANDICAP SIGN �j WII Z L SEE DETAIL ON SHEET iS �. <O w QI a. PROPOSED VDOT STD. CG iz z CC 10 SEE DETAIL ON SHEET z t F-I PROPOSED 6' CONCRETE 5 (TYP.) Q I_ IX v ■ N OI SIDEWALK (TYP.) EXISTING STREET AND STOP SIGN w C7 w Q 1g 3 • N PROPOSED NO �I O ■ t . ■'■ PARKING SIGN (TYP.) 5 3.3..6' 3.2.2 iz.6' u.8' ■ O a 9' PROPOSED VDOT STD. CG-z r ■ ■ ■'.� " ~ YP 1y� I SEE DETAIL ON SHEETiS u1 PROPOSED 9 9 9 Q P GARAGE H zz'zzo' MIN io J PROPOSED TYPE III BARRICADE & . n L� O" PROPOSED VDOT STD. CG-z > PROPERTY END OF ROAD SIGNAGE PER VIRGINIA N SEE DETAIL ON SHEET i5 WORK AREA PROTECTION MANUAL h� 3 F 13 BOUNDARY DURING CONSTRUCTION OF BLOCK iB Hgp ) 30 PROPOSED PARKING, ACCESS, MIN. SIDE LANDSCAPING & MAINTENANCE EASEMENT I PROPOSED6'CONCRETE _ d Y SETBACK SIDEWALK (TYP.) < I �J PROPOSED VDOT STD. CG-12 P �P Q SEE DETAIL ON SHEET 15 11 w = — 1 w PROPOSED VDOT STD. CG-6 n w � 7 p z PROPOSED HANDICAP SIGN (Typ.) N w SEE DETAIL ON SHEET 15 Q I SEE DETAIL ON SHEET>5 Q ul �2 z1 I h 9, CONSTRUCTION NOTES: i. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. (D REPRESENTS ONE PROPOSED PARKING SPACE. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13`15". 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,00o LBS. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 7. SEE SHEET 4 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. 8. CURB RADII SHOWN, REPRESENTED WITH AN 'R' DIMENSION THE FACE OF CURB. 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. io. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. ii. 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. 12. 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. 13. ALL PUBLIC WATER AND SANITARY SEWER 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. 14. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON SHEETS iA,&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. 17. SEE SHEET 15 FOR DESIGN OF THE CONCRETE STEPS AND RAMPS. VDOT NOTES: i. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 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 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 VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. FIRE PREVENTION NOTES: A. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. B. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. C. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED ATALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN ioo FT. OFTEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. -61N.; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. D. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. E. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. F. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING ATTHE END OF EACH DAYAND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. G. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. H. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. PROPOSED TYPE III BARRICADE & END OF ROAD SIGNAGE PER VIRGINIA WORK AREA PROTECTION MANUAL DURING CONSTRUCTION OF BLOCK iB N MIN. SIDES ETBACK 26:' ( YP ) 13 z' GRASS OVERHANG 23 50 — — L---LS' — — — — — — TRAVELWAY 3 b 4-4ai I6p. 23-- - - -- J il PROPERTY BOUNDARY PROPOSED VDOT STD. CG-z MIN. SIDE SEE DETAIL ON SHEET 15 BLOCK 1A SETBACK � — ® N N N N N ® ® ® N N N N I —' IJ I I I N N N N N II II II II II II II I I I I I I _ _ — --LL —_—_ --TMII�iIII�II T,_ -- —___ _lr _ _- _- _— `•— ,.—__- _—_— __— _— _T�! _—__— _J— __—__—_ _~Ti — _____ _T ______T __ _ _- _ _ _TI ___ _____ _ EXISTING APARTMENT BUILDING BUILDING EXISTING APARTMENT --- TI II II I II II II I I �114 NITS��-8 UNITS� ----�I, I--- I I I II II II II II II II I I I I I I I II II II II II II II I I I I I I I II II II II II II II I I I I I I II II II II II II FO ° I Z :::!! 0 EXISTING S' CONCRETE Enocv Q X w Lu U m oc a a am mm 0 ,fl� �� 1,� EXISTING SALAMANDER STREET (PUBLIC ROAD) e o I F r DISTANCE TO NEAREST BLOCK 8B INTERSECTION = 305' TMP 46 18E3 BLOCK 19 STANLEY MARTIN COMPANIES, LLC ' DB 5492, PC 476 I ; 1.947 AC. TMP 46-18E1 i i \ TMP 46-18E2 MANOR HOUSE LOT j STANLEY MARTIN CHARLES R. HAUGH & COMPANIES, LLC B. B Y DODB DB 5492, PC 476 5295 PC 63UGLAS , -----1----------------- 5.454 AC. J 3.179 AC. I � / I � / it ----- it / I I I I / I � I I / a W EXISTING S' CONCRETE SI • p. o. I° .8: I p.. .. -- ----- -----I I I CEMETERY I BLOCK 6 I ( I I 1 I TMP 46-18A HAUGH, CHARLES R & ELIZABETH ANN OC DB 1333 PC 450 3.179 AC. I I I II I 1 1 1 I \ I I 1 1 LEGEND ■ ■ ADA ACCESSIBLE ROUTE OPEN SPACE AREA GREENWAY AREA ASPHALT PAVEMENT CONCRETE SIDEWALK BRICK/CONCRETE PAVERS _ RESIDENTIAL BUILDING COMMERCIAL RETAIL SPACE PROPERTY LINE 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. SCOTTIR. CII3.LINSZ F--1 Lic. No. 035791,E 6/1/22 I;LSInNTAT. z - g L 0 z o � w a C O C w Lu O L Ln z O `u � o w .i j N N w QCD rj N m N cow o kD ti C� M z N i N w CD LuO N N 'I� L ; V / W QJ J_ 7 i U) H� " W 0 z o Q U ~ Ln W U Lu Y O H MJUl �_f M U W W J J Z W I --I ul J LU o 3 O O N w J u w w O w _ a � JOB NO. 182150 GRAPHIC SC E SCALE 0 i5 30 60 1 "-30' SHEET NO. ( IN FEET) _ 6 1 inch = 30 ft. PROPSOED VDOT STD. WP-z MILL/ OVERLAY OF EXISTING ROADWAY (aoo'xi8' PAVEMENT SECTION) ---------------------- BLOCK 4B ----------------------- BROOKHILL APARTMENTS LLC TMP 46-19B1 DB 5133 PC 445 19.05 AC. EjP-F/C rEl w zz 4 02 W w LU Z 0 Q U Ul Qw j Z � �z V) = v , x LU J m - V) r ILL = w a N Q w zz O O U w LU F- Z o - EXISTING ARCHER AVENUE, CURRENTLY UNDER CONSTRUCTION SEE PLANS UNDER SUB202700117 EXISTING STELLA LANE (PUBS ROAD) \ \ \ E RIGHT y y y y y y y �,... -V - y --V y y y y y BLOCK 11 y y y y y y y PROPOSED OPEN -V -V y y -V STANLEY MARTIN SPACE y y y - y y y y y ' y -V COMPANIES, LLC y y y y y y y y 7 (16,030 SF � „ y y y y TMP 46-19B / y y y I _v EXISTING GREENWAY TYP y y y � y y y y- \- \ y y y y � y � y y y y DB 5355 PG 747 -- \\ y y y y y y y 37.80 AC. -- v v y y y y y y - y' y EXISTING STREAM .\ _v y y y y y y y y PROPOSED & CONCRETE BROOKHILL MASTER y y y y SIDEWALK (TYP.) `\ y y y y y ASSOCIATION INC 15-MIN.SIDE \ v v v v y y y y y TMP 46-19B9 y y V SETBACK " v DB 5512, PC 303 v v ♦ y 50.72 AC. PROPOSED � APARTMENT BUILDING #3 ICK ENCLOSURE ml (4-STORY PROPOSED TO ENCOMPASS THE TRASH COMPACTOR AND �� GARAGE LU 79 UNITS) 'MIN I RECYCLING BINS. BRICK TO MATCH BUILDING AND ` SCOTT/R. CZ•LLINSZ Lic. No. 035791,E 6/1/22 po�Slnire T. E�r'l� Ln ENCLOSURE TO BE AT LEAST 6 IN HEIGHT. SEE PROPOSED lz xzol\ PROPOSED & CONCRETE y z BUILDIN SIDEWALK (TYP.) I ARCHITECTURAL DRAWINGS AND SHEETISA FOR MORE DETAILS. _ � y y y i � ENTRANCE Z O 10'x14' CONCRETE ♦ a `- u, I UMPSTERAPRON, ♦ y y y - F SEEDETAIL SHEETIS y y y y` -V y y L +� O y ♦ PROPOSED ♦ ` O zz S PROPOSED 1z.3' VDOTSTD. CG-z n i lU —= 1z'xzo' MIN. az.a' az.a' aa.8' iz.8' ■ 10 (Im YP.) ft> — VJ f Iw Q PROPERTY ' i N 3 BOUNDARY i Iz N p wLu 10 PROPOSED N > ; ILL n VDOT STD. CG-6 < I PROPOSED TYPE III BARRICADE & I� ~ h BP ~ S'p END OF ROAD SIGNAGE PER VIRGINIA 1 o O a PROPOSED 5 �' WORK AREA PROTECTION MANUAL m " i F} GRASS OVERHANG h DURING CONSTRUCTION OF BLOCK 16 71, 5 • z6 b R PROPOSED PARKING, ACCESS, TRAVELWAY 9' LANDSCAPING & MAINTENANCE EASEMENT Q- 16 � ~ ~ ( YP) �� PROPOSED HANDICAP SIGN - sR �2 } P S¢ PROPOSED NO SEE DETAIL ON SHEETI5 Q PROPOSED VDOT STD. CG-12 ■ J PARKING SIGN (TYP.) SEE DETAIL ON SHEET 15 N j 141 Q m PROPOSED 9' VDOT STD. CG-z 32 20 TYP. } T RAVELW 5' MIN. SIDE —PROPOSED VDOT STD. CG-12 o SETBACK SEE DETAIL ON SHEET i5 N F PROPOSED Og 'P 3Q > VF - S� BLOCK 1C MONUMENT SIGN ..I(TYP.) < 1 � PROPOSED n w I VDOTSTD CG-z > \ I I PROPOSED VDOT 3 , PROPOSED STOP' P 5 R STD CG u I SIGN (TYP.) ENTRANCE g� H 16 9 PROPOSED z YP.) GRASS OVERHANG. PROPOSED TYPE III BARRICADE & END OF ROAD SIGNAGE PER VIRGINIA - 1oQ R 0, --- I WORK AREA PROTECTION MANUAL PROPOSED NO < PROPERTY I DURING CONSTRUCTION OF BLOCK 1B _ LL PARKING SIGN (TYP.) JADA LANE J BOUNDARY - N u - - - - - (24' TRAVELWAY) - N Lu a - - - < ------ -----' Ion h� 313 PROPOSED � O VDOT STD. CG-z by ..,6. •. ^ I • •, ■ y 'GRASSOV RHAI I N F 14 PROPOSED VDOT STD, CG 11 4 j �. SEE DETAIL ON SHEET i5 26' TRAVELWAY d f hyp 9' a } P S �� Q Q PROPOSED HANDICAP SIGN m PROPOSED6 CONCRETE J J w SEE DETAIL ON SHEET IS SIDEWALK (TYP.) n j N j PROPOSED VDOT STD. CG-1z .� m - -d` Q Q I PROPOSED TYPE III BARRICADE & z SEE DETAIL ON SHEETis— END OF ROAD SIGNAGE PER VIRGINIA WORK AREA PROTECTION MANUAL z O O DURING CONSTRUCTION OF BLOCK 1B PROPOSED m 3 P 9P. 26 z0 F 23 (TYP I GARAGE 4 f: b F/C-F/C — — — — — — — — — — — — — — — 1 1z'xzo' MIN. o: °o IIv io ■ '" PROPOSED TYPE III BARRICADE & I� N �P �� } �Q END OF ROAD SIGNAGE PER VIRGINIA PROPOSED PARKING, ACCESS, \ Iw N I� O 3 ri Q -. � PROPOSED WORK AREA PRO TECTION MANUAL LANDSCAPING& MAINTENANCE EASEMENT DURING CONSTRUCTION OF BLOCK iB � III \ w VDOT STD. CG-z _ �. o! Iw > Q 5' MIN. SIDE N a IQ � SETBACK N 12 ■■�■■16 h _� 4,p � 0 a d' 9' p PROPOSED NO 65' 11.7' az.z' 1z.6' ii.81 8 (YP.) PARKING SIGN (TYP.) 12.8' 'I PROPOSED PROPOSED PARKING, ACCESS, \ PROPOSED (TYP.) ".I LANDSCAPING &MAINTENANCE EASEMENT MAIL KIOSK °D BUILDING ° ENTRANCE L PROPOSED6'CONCRETE I ✓ PROPOSED - SIDEWALK (TYP.) GARAGE PROPOSED \ $ \ \ 12'x20' MIN. ^ o_ APARTMENT PROPERTY BOUNDARY BUILDING #2------2 '-I ----------------- (4-STORY PROP(SEDSTOP T AV L PROPOSED 6' - PROPOSED 64 UNITS) BIKE LANE PROPOSED SIGN (TYP.) PROPOSED VDOT STD. CG-12 \ PAN METAL BENCH PARK NG SPACE ■ -I SEE DETAIL ON SHEET IS ---------------- *---RIGHTOFWAY PROP TRASH CAN-- 6' BLACK 8'x2o' PARALLELbL 1 PROPOSEDSTOP ' # SIGN (TYP.) 3 PROPOSED � �. - ' � 4 �s, PROPOSED TYPE III BARRICADE & v5 '"" R END OF ROAD SIGNAGE PER VIRGINIA MONUMENT SIGN$ � u PROPOSED1i v_ ,>I WORK AREA PROTECTION MANUAL ii PROPOSED (4) BIKE RACKS, r > � - 0 u RICK/CONCRETE _' DURING CONSTRUCTION OF BLOCK 1B SEE DETAIL SHEET 15 u N LL SIDEWALK Q 1-09 PRIVATE RIGHT OF WAY I 8RI PROPOSED INGRESS/ IPAVER ygo� . . . . . . . . _ . . . . . . . EGRESS LOCATION D STANCE T T1 AREST O W VP��HN �. " j�� - - - l TERSECTIO =1zz' �y \G BLACK 16 sW" S 6.y.. ..W. .y.. .y - PROPOSED 19' BRICK / ------ CONCRETE PAVER 8� S SIDEWALK >_ - PROPOSED' PROPOSED U BLACK ■ ,y a. Vl LL lL LEGEND ADA ACCESSIBLE ROUTE OPEN SPACE AREA ® GREENWAYAREA ASPHALT PAVEMENT CONCRETE SIDEWALK BRICK/CONCRETE PAVERS _ RESIDENTIAL BUILDING COMMERCIAL RETAIL SPACE PROPERTY LINE .�-1 —1 N N w rj rj O N O Qr1i m cow o kD ti C� cv' z N ® Co i N w O Lu1 N N 'I� L ; V / W QJ J_ 7 i Lu 'H ` W 1..� 0 z O Q _ �--I w U � ~ W U Lu Y O MJM U W ul - J W J Z W III F- U) J LU o J< 3 m O O N w J H � CROCKETT CORPORATION TMP 46-18A1 DB 5274 PG 376 20.708 AC. GRAPHIC SCALE 30 0 i5 30 6o ( IN FEET) _ 1 inch = 30 ft. W W w a � JOB NO. 182150 SCALE 1"=30' SHEET NO. 7 w�" W EXISTING 8" h q e• ° e C-61 w w w w, w w-^ --w w w PROPOSED TYPE A _w I BLOW -OFF PVC SANITARY SEWER (EXISTING 15" RCP __ - _ _ _ __ - - - - - _ _--------- -- \TH O� 17+So 18+0o TO REMAIN i8+5o PROPOSED PRIIfA�F STREET �i9+5o -` -i zo+oo i zo+5o r EX-MH- o = . -19+00 - MH PROPOSED 6" DI WATERLINE > I 21+00 21+50 -s -_�_=a===--� --�__ 4 4_ SEE SHEET g \ o �C10TTc. No. 035791 =; ---- BLOCK1B 1 I -----------` - --- ----- I ) MATCHLINE �0 611122 �4 - -- PROPOSED zo' ACSA I 3 / - I Q'I / �Sglnnrnr. EZyG� ----- -- - - -- UTILITY EASEMENT I I F EXISTING DI-2B INLET TO BE REPLACED iWITH A PROPOSED DI zC INLETjil - I / 2 45333 45333 N I / i/ • II /---------------------------- n-------- -- -- ----- 452.67TC PROPOSED 2o' ACSA a\. PROPOSED , < UTILITY EASEMENT I - APARTMENT _ _ 6 iBUILDING #1 ----------- ----r1 52.001E P 1 I 454.00 � I, I „ 452 so TC 454 00 DI�U I I PROPOSED PRIVATE / FFE= (4-STORY DRAINAGE EASEMENT / I PROPOSED 3" TYPE K COPPER 62 UNITS) I 3 WATER SERVICE LATERAL OCATION OF FDC I 1 I I I I o I I I I EXISTING ARCHER AVE CURRENTLY UNDER CONSTRUCT SEE PLANS UN SUBz0170 II I EXISTING 12" DI WATERLIN1 1)9 I I v I I I I I II I I I I` / •e. I \ I ° n I O c n PROPOSED 4" 45' BENDS ROPOSED 4" 45' BEND 1 I + � PROPOSED PROPERTY 45333 1 11 II II I/ I BOUNDARY (TYP.) // u L PROPOSED 4" DI FIRE LINE 45400 < 20 IWh I i w I LLLLILJJJ Z C) •e'° II /y ♦ 452 3 P 3 IOC-, NOTE: SLOPES GREATER THAN i SHALL BE PLANTED WITH NATIVE ' zo I _45400 ♦PROPOSED1.5' METER VAULT 45333 45333TC i / 3: / O r ♦ STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATIONLU I PROPOSED TYPE A ` _ _� 45333 EP 452 3 1 \�S3142 b I / SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. / BLOW -OFF ASSEMBLY ♦ - 145183 TC 453 3 TC 1 �� I / i ♦ \� PROPOSED 4x4 CROSS -_-- _ - -- - --- -� I 0 MH2 b, PROPOSED 6' DI WATERLINE hp + o LJJ c I PROPOSED 4" DI WATERLINE ♦ w PROPOSED 8"HDPE w 5 ~ / o' I ROOF DRAIN SYSTEM ° NOTE: NO PARKING LOT GRADE SHALL EXCEED 5% - - - - - - - - - - - - ROPOSED6"90 BEND �� ---- --�- - / I i I W I PROPOSED 8" PVC SANITARY�jtrnI 3 y i d SEWER SERVICE LATERAL I - PROPOSED 8" PVC SANITARYSHALL E PRIVATE. PROPOSED zo' ACSA TMP 46-19B3 / l -,"� MH-z AND EX MH-zA SHALL BE PRIVATE. I / I j I I PROPOSED FIRE HYDRANT ASSEMBLY UTILITY EASEMENT ` CROCKETT CORPORATION NUE I - - WITH 6"x1 TEE & 6° G.V. DB 5011 � 1� DB 5107 PG 148, DB 51�1 PG 644 ION I 454 0o PROPOSED 6 x4" REDUCER �37-6--2 q C DER / 2STEPS 2 �1� �p0 PROPOSED 4" 45° BEND' 45 u � % � I Z g � F < Z d i w a C O C LLU F e F C p u - F '. cn < Z O u in a > < . w o 0117 ° : I 1 PROPOSED 8" HDPE / T I / r+ Uil ROOF DRAIN SYSTEM J� / N o N PROPOSED DRAINAGE SYSTEM 1/ MH-1 / / ¢ \r4 CD 45 r I I o'Ln Lu //g PROPOSED PRIVATE \ / / I p 00 CD DRAINAGE EASEMENT \ AI / / / / I� o PROPOSED 8" DIP 0 PROPOSED PRIVATE 1 45333 452.00 .PROPOSED PROPERTY i+5 SANITARY SEWER, I / DRAINAGE EASEMENT w \ ! BOUNDARY(TYP.) EXISTINGro'IACSALITILITY _== 450� / I 450.0o EP - - 448.67 EP / I---14�0 �,1' 49. 7EP -4 0 --- 450.33 TC �46'9 1449.o0 TC 1 / I _ 450.5o E I / EASEMENT(D.B.5447, PG.6o3) 45o.83TC / / YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION RF-1B 8" Cleanout 453.83 10 73.88 1.02% 451.50 450.75 HDPE RF-1A 8" Cleanout 453.75 10 51.21 1.46% 450.75 450.00 HDPE RF-1 8" Cleanout 453.25 10 63.70 6.01% 450.00 446.17 HDPE W Y I U 0 F1 Q w CLI J J J ZLU LU JI ---------�/'" ` . .. . k / / 4 / / / / I I / 1 / / - --- --- --- ry \ \ \ I I I I I I I I ° I 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 15 157.38 0.68% 444.17 443.10 HDPE 2 DI-3C CG-6 12 449.00 VDOT STD. IS-1 REQ'D 1 15 50.35 1.99% 443.00 442.00 HDPE 6 DI-3C CG-6 8 452.50 VDOT STD. IS-1 REQ'D 5 15 180.96 2.80% 448.17 443.10 HDPE 8 DI3C CG-6 8 450.83 VDOT STD. IS-1 REQ'D 7 15 50.01 2.00% 445.50 444.50 HDPE _I I g o a3o - I I I I II I II G, RAPH\IC SCALE I 1 i \. \ �. \\� / I / w w x U) JOB NO. 182150 SCALE !fll Ow 1 / 1/ - EXISTING 8 I NOTE: SLOPES GREATER THAN 3a SHALL BE PLANTED WITH NATIVE ® Drainage Easement Chart YARD/ROOF DRAINAGE DESCRIPTIONS STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION \ \,\ \ \ \ \\ Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) PIPE INFORMATION INLET INFORMATION SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. ® \ \\ \,\ \� \ _ 9 24 11.4 26.8 27 STIR. NO. DIA. LENGTH* INVERT INVERT RIMSLOPE (%) MATERIAL INLETTYPE 11 24 10.1 24.2 26 (in.) (ft.)IN OUT ELEVATION --- �� EXISTING GREENWAY YP I I � � 13 24 10.7 25.4 26 YD-1 12" Yard Inlet 451.00 I A A 15 24 10.8 25.6 26 12 102.00 0.98% 448.00 447.00 HDPE 436 B W \V 17 24 11.8 27.6 28 440 b 436TW 19 24 11.8 27.6 28 - - 436 B W 21 24 12.0 28.0 28 � I _ 436TW 43zBW �� 23 15 7.2 17.7 20 RF-26 8" Cleanout 455.50 436TW 10 83.09 1.01% 453.17 452.33 HDPE �( 25 15 7.2 17.7 20 27 15 7.0 17.3 20 RF-2A 8" Cleanout 455.50 4 4446W PROPOSEDWALL gg 438 BW 432 BW 29 15 12.3 27.9 28 10 52.86 1.10% 452.33 451.75 HDPE 1 1 44433 444TW 444TW \, \, 36 TIN (MAX. HT.=6') 30A 15 7.5 18.3 20 RF-2 8" Cleanout 455.42 - _ 44433 \ 438 BW++ PROPOSED WALL ! z 31 15 11.2 25.7 26 10 66.37 2.64% 451.75 450.00 HDPE _NOTE: A KNOX BOX WILL BE REQUIRED ON EACH \444TW \ (MAX. HT.=6') 32A 15 7.0 17.3 20 33 15 6.0 15.3 20 -r BUILDING. THE LOCATION OFTHE KNOX BOX CAN BE PROPOSED WALL \ \ \ 438BW I 35 15 1 6.0 1 15.3 20 COORDINATED WITH THE FIRE MARSHAL'S OFFICE. (MAX. HT.-6') \ \ 444TW I RF-3B 8" Cleanout 455.42 10 106.72 1.02% 453.17 452.08 HDPE / 44500 446 BW \ 446 BW 43� BW 43� BW \ \ \ RF-3A 8" Cleanout 455.50 X / NrcOPOSED 436TW I - -- �� 4 2TW� ySz TW 436TW / ✓ APARTMENT 438BV 433° 10 79.87 1.35/0 452.08 451.00 HDPE \ \ 4Q \ \ /II BUILDING #3 " 5100 44z TW 34TW 1 6BW 433BW _ _ _ _ \ RF-3 8" Cleanout 455.50 igy66W 43 PROPOSED io" HDPE 5ti 433 TW V A SCOTT/R. CI?LLINS'Z .-a Lic. No. 035791,1, �o 6I1I22�4 �5']nnrnr. Vc_,' . 446 0o (4-STORY ROOF DRAIN SYSTEM 1 YD- 45oTW\ 1 44oiTW / \ \ 10 116.36 2.36% 451.00 448.25 HDPE z 444 B 434 BW ., 1 79 UNITS) PROPOSED y" DI FIRE LINE , yBTW� 38TW / - 455.67 FIFE 6 \ \ 4S4 \ \ 4416W oewi Env \ /.I Ln I -455 7 BW- ° 7 �. BSMT- 00 455 PROPOSEDTYPEA 45500 A \ \ y�0 446 Ty/ 446T// V v �V o 445 6 \ } PROPOSED 4 45 BENDS BLOW -OFF ASSEMBLY- �. - -- 448 \ / \ \ \ \ \ �\ \ 1� O O 455-00 EP 453 So EP TIE-IN TO WALL SYSTEM PROPOSED UNDER THE- / LOCATION OF FDC-.� ?asy 455-50 TC 4540o TC \ I ROOKHILL SECTION 1 MASS GRADING VSMP / / \ v _aYwn� ,A > PROPOSED 1.5" METER VAULT �'' PLAN AMENDMENT # WP0201 000 / \ V/ W PROPOSED y' x4' CROSS L_ I 4�( 7 37) / / 1f} s 39 / PROPOSED 3' TYPE K COPPERPROPOSED 8" PVC SANITARY �1\ \ i \ \ 00, \ / /-1 \ 1 \ 1 do e WATER SERVICE LATERAL ♦ SEWER SERVICE LATERAL PROPOSED 4" DI WATERLINE 7 / �ro /- 5 / / 13 a�pa W ♦ o � M H I • PROPOSED 4" 45° BEND �♦;� - nh 452.12 EP � \\ ! �1 4111431) H ROPOSED 6'x4" REDUCER 20 19 �� PROPOSED FIRE HYDRANT I F 455 °° TC 4Sc, EP� 75 45z.87TC - / I \ PROPOSED PRIVATE I 1 �/ / \ DRAINAGE EASEMENT 12 ASSEMBLY w/ 6"x6" TEE & 6" G.V. 1 r _-- 45z.o8 TC / 'j 50.5o EPA- _\ - x \ 4_ _- '� 51.00TC .i/�\�� \ \ \\ \ \\ \ 11 `I I \ \' I I �✓ -- L�`T // I// -- a_ 11 17 45433 E 451.5 y \ l \ I.. 454.83 TC 451.9z TC II �\ oo EP I 18 455.50 TC PROPOSED 20 ACSA �, r 51.90 EP 1.z5°lo UTILITY BASEMENT 452.23TC �° I� I // / /141 MH_6 I�� PROPOSED_ 10 8" PVC SANITARY SEWER BETWEEN / 455 67 454 83 EP MH-8 AND MH-5 SHALL BE PRIVATE. / j I PROPOSED zo' ACSA I / / // / / / / / / / / / / a 45533TC j f I UTILITY EASEMENT I/ / I / 9 PROPOSED 6" DI WATERLINE 1 b 21 hl' f I I PROPO RAISEDPRIVATE V 1 DNAGE EASEMENT N TE: NO PARKIN LOT GRADE SHALL EXCEED 5% / / / / / O 33 4ss.00 �6 1 454.os 1 _ / / _ I �3 4S4 __ 30 1 PROPOSED AIR -RELEASE VALVE - o EP1 _\ 1 EP / / n� vr. -� 453.00 TC I,. 2 I i I A45z z5 TC / / / I / / � / DI WATERLINE 453 5 4 1 PROPOSED FIRE HYDRANT / 454-So EP PROPOSED 8" DI WATERLINE I I / / �32 PROPOSED PRIVATE / - r gl PROPOSED 8"x6" TEE I . - 455 0o TC I I I ASSEMBLY w/ 8"x6" TEE & 6" G.V. / DRAINAGE EASEMENT / 41 - l// I ------- 1 � � PROPOSEDzo'ACSA \ 3 h° _ y 453 juA �� 453 08 EP \ UTILITY EASEMENT 1 kS 10+00 <p {10+50 i .y. - v- 45358 TC _ 13+50 I 14+00 1 \ I \ \ O BLOCK 4B t - ; - - 45481 - - - - 12+ o - - - �5 1 +oo o __ --- I PROPOSEDTY EA \ \ / / -- VAR. WIDTH PRIVAIE 5 ,, - W w w w w w_ w w_ _ w w_ _ �\ \ w - - �w 3zA 1 11+00 I 11+50 - 12+00 JADA LANE 5 3 �/ ------ - - - - -----I _7- oBEP -------- r------------------ v -------- - \. \ \ �/ SWMFACILITYEASEMENT -- - C24 TRAVE WAY -- � �-- L � /� & I + I BLOW -OFF ASSEMBLY ' TIE /cL N k PROPOSED8"x8"TEE 36 \ /�/ -IN TO EXISTING o SP & (z) 8" G.V. \ / / - - - I I / 454A 3 EP 1' 453 5 - - / UNDERGROUND SWM DETENTION FACILITY lz" DI WATERLINE WITH PROPOSED 12"x8" T.S. & V. I 1 II I II II I I \ I I s I I I \ II I II II II II \_III I I I I I ,III f I I II I I II , EXISTING ARCHER AVE� CURRENTLY UNDER CONSTRUCTI SEE PLANS LINE I / I SUB20170C li EXISTING 12"x12" TEE & (4) - 12" G.V. I EXISTIP h 1\ EXISTING 12" 8" PVC SANITARY SE\ 17 50 453-0o EP u EP z6 54.000 TG I o.00 EP > / / /-MAOSS GRADING VSMP PLAN AMENDMENT #1 \ 4535 35/0 45533 •„ I (WP0201700037) 4 - LP 45533 TC , ,w...�� 453- _ 11 45 5 �- 1 a TC � 453' oo TC � � 450. o TC /\ � �, � m PROPOSED zo' ACSA 455 00 1 455 06 454 z9 EP UTILITY EASEMENT r\ I _ o- i 454J9TC �� PROPOSED VAR. WIDTH I *� oA° I� \ / \ `' 454-83 EP 5°lo ACSA UTILITY EASEMENT �5 1 V 45533TC = sk / DRAINAGE DESCRIPTIONS 45483 EP PROPOSED 8" PVC SANITARY SEWER BETWEEN 45533 TC MH-8 AND MH-5 SHALL BE PRIVATE. I I \ % / PIPE INFORMATION INLET INFORMATION 455 67 MH-8 I STIR. NO. DIA. LENGTH* SLOPE INVERT INVERT Curb SLOT RIM COMMENTS - RANT / MATERIAL INLETTYPE PROPOSED FIRE 6YDEE & 6" G.V. t I 0 (in.) (ft.) (°A) IN OUT Type LENGTH ELEVATION 1 r 28 DI-3C CG-2 6 453.67 VDOT STD. IS-1 REQ'D PROPOSED y" 45° BEND \_ °W ( /= / / , 27 15 195.26 0.89% 448.67 446.93 HDPE _ � -- $- zJ + ROPOSED 8" DI WATERLINE TIE-IN IL GRADING PROPOSED UNDER THE - - f 26 DI-3C CG-2 10 454.00 VDOT STD. IS-1 REQ'D II PROPOSED 8" PVC SANITARY N BROOKHILL SECTION 1 MASS GRADING VSMP / / � / - SEWERSERVICELATERAL -- --- _- 3 PLAN AMENDMENT#4(WP0201700037) / / 25 15 44.03 0.70°k 446.83 446.52 HDPE 1� PROPOSED 6 DI WATERLINE / MH- / / / / 24 DI-36 CG-2 6 453.58 VDOTSTD. IS-1 REQ'D PROPOSED y" DI WATERLINE 4S w w - w -- ^ t- - I PROPOSED 8"x6" TEE - - / J $ 23 15 44.11 0.95% 446.42 446.00 HDPE 4 _ _ _ _ _ / Y> 22 MH 453.08 VDOT STD. IS-1 REQ'D S1 °p ^-ROPOSED6x4 REDUCERt I I / 21 24 87.80 0.74% 441.08 440.43 HDPE ti � v & (1) - 6" G.V. � � ROPOSED x 'CROSS-455.00EP 454.EP I I PROPOSED TYPE A I I 20 DI-3C CG-6 8 452.08 VDOT STD. IS-1 REQ'D 55.5o TC _ 455.17 TC I _ _ BLOW -OFF ASSEMBLY j PROPOSEDzo'ACSA Ii' 0 1 1 - - - - - 19 24 12.69 1.18% 440.33 440.18 HDPE 18 DI-3C CG-6 8 451.92 VDOT STD. IS-1 REQ'D •' ♦ UTILITY EASEMENT 45500 54So m 6 455 7 m .00TC \ -- - -- - / 17 24 53.68 0.74% 440.08 439.68 HDPE ♦ 55 I PROPOSED PROPERTY \ /� PROPOSED y" DI FIRE LINE 6 =16 DI 3C CG-2 14 451.00 VDOT STD. IS-1 REQ'D I 455 7 I I I BOUNDARY(TYPJ � \ � - - - - ---- PROPOSED - to"HDPE 15 24 205.38 0.72% 439.58 438.10 1 HDPE 55.00 1 PROPOSED 4" 45' BENDS ROOF DRAIN SYSTEMI 14 MH - - 448.00 VDOT STD. IS-1 REQ'D PROPOSED 1. ' METER VAULT T; i��U I - 13 24 115.03 0.78% 438.00 437.10 HDPE LOCATION OF FDC 5 L _ \ PROPOSED " 1 I _ _ - - - 12 MH 446.50 VDOTSTD. IS FFE=455.67 -1 REQ'D - 11 30 78 31 0 83% 437 00 436 35 HDPE A \ 55'67 APARTMENT BUILDING #2 I J o I GRAPHIC_�A - ROPOSED 8" PVC SANITARY SEWER - 10 MH 447.00 VDOT STD. IS REQ'D N 3° " =5 3° 6o 9 30 22.69 1.10°k 436.25 436.00 HDPE \ PROPOSED 3"TYPE KCOPPER ---- - - - - - -- PROPOSED PRIVATE--- - - I - N :'. WATER SERVICE LATERAL (4-STORY DRAINAGE EASEMENT STEPS 64 UNITS) 28 537 � I _.. � �..-- -��-- 452.81 455.00 �-- I� 455.00 II 367 TC ",i/ I 5 1 I ( IN FEET ) - -" 30 ft. 1 inch 0 I = 30B DI-3C CG-2 6 453.50 VDOT STD. IS-1 REQ'D . L MH-4 ROPOSED AIR -RELEASE VALVE 30A 15 57.33 1.74% 447.00 446.00 HDPE PROPOSED lz"x8"TEE - L - - , 30 DI-3B CG-2 6 453.50 VDOT STD. IS-1 REQ'D GDI-36INLET TOBEREPLACED „QS &(1)-8"G.V. I 29 15 154.07 0.76% 442.25 441.08 HDPE WITH A PROPOSED DI-3C INLET - - _ _ _ 1 0 J ROPOSED 12" DI WATERLINE + - lll RLINE� \\ -- ------ - -- --- - _ _ _ _ _ ,-_ - - ---- 'PROPOSEDI2"x6"TEE I -------- I -- 32B DI-3B CG-2 8 449.92 VDOT STD. IS-1 REQ'D r_G, & (1) - 6" G.V. I j 32A 15 27.68 0.54°k 443.08 442.93 HDPE 0 18+oo N TO R w w w w, w w w w w w PROPOSEDTYPEA 32 DI-313 CG-2 8 449.92 VDOTSTD. IS-1 REQ'D -- I BLOW -OFF ASSEMBLY 31 15 88.93 1 0.54% 442.83 442.35 HDPE 18+50 PRQPO�SED PRI�fA� TF�EET-1g+5o -� -� �r zo+oo' 'i 77- zo+5o r-------- -_ 50 = . .1g+oo . W - /PROPOSED 6" DI WATERLINEo z1+oo 21+50 3 - W __� 1 4� t�f C-6o _ _,�-�-�' . _ BLOCK 1B I II MATCHLINE 36 35 15 128.54 1.87% 444.50 442.10 HDPE 34 33 18 66.86 1.50% 442.00 441.00 HDPE DI-3C CG-2 1 12 1 450.50 1 VDOT STD. IS-1 REQ'D MH 448.00 VDOT STD. IS-1 REQ'D W O N O H o M .�+ 00 o O ti M PE C7 z N M a n�L..L N w O W O N N H W z Q LLI =Mr J Q LU L _j z Q W Lj_ 0 UEp 0 J M C Q T� Cz ) W Y U w,O�,/�� C W CO J J LU J ZLU I JLU `/ W O Lu O N F r. F_ JOB NO. 182150 SCALE 1 "=30' SHEET NO. 9 IZZiT•Si�•T: EX-MH-50 MH-3 STA:o+oo.00 STA:1+2o.68 RIM:453..i6 RIM:453 97 INV IN. 44034 FROM MH-3 INV IN: 441.2o FROM MH-4 EX. INV OUT. 440.14 INV OUT: 441.00 TO EX-MH-50 i 450 PROPOSED 12" DI WATERLINE CROSSING II 445 6:6' II II II 440 8" SDR-z6 PVC 8" SDR-z6 PVC 98.56 LF @ o.64 116.68 LF @ o.600A 435 MH-4 MH-5 MH-6 MH-7 STA:z+z z STA:3+34.88 3 3 RIM:454�17 XISTING GRADE STA: + o0 5 57 STA:7+i6.53 RIM:454�9z -RIM:453�58 RIM:45z.z5 INV IN: 442.03 FROM MH-5 INV IN: 442.87 FROM MH-6 INV IN: 444�zo FROM MH-7 INV IN: 449.zo FROM -INV OUT: 441.83 TO MH-3 - INV IN: 442.87 FROM MH-8_ - - - - - INV OUT: 444-oo TO MH- 5 INV OUT: 449.00 TO MH-6 455 INV OUT: 442.67 TO MH-4 - - - - - - - ROPOSED GRADE PROPOSED ROOF DRAIN CROSSING PROPOSED 8" DI 1 4' WATERLINE CROSSING 450 PROPOSED 6" DI CONNECTION TO WATERLINE CROSSING UILDING #3 7.0' INV. OUT: 450.67 .7 P VC 26 8 50R" �309/o0 F 8"SDR-z6PVC 445 LF 55.54� 5o.6o @ 2.91% 8" SDR-z6 n.64 LF Qa 8" SDR-26 PVC 218.12 LF @0.5z% 2 DSED STORM R CROSSING 440 435 Ol O 0) 00 O O O O O O O O " O Mu, N OO OO O OO O OD 'al M 't M 't oLD oLD oLD oLD L Ln N �O l(1 6 �O l(1 6 �O l(1 a a a Ln It a a r 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 7+50 XISTI G GRADE PROPOSED GRADE 455 455 PROPOSED ROOF DRAIN CROSSING PROPOSED 6" CL. 52 DI WATERLINE 3.5' MIN. PROPOSED 4" 450 0.7 BUILDING #z CON 450 450 1.o PROPOSED STORM PROPOSED 4"x4" CROS SEWER CROSSING BUILDING #z WATER M D 8"x6" TEE & 6" G.V. �7 (TYPE A BLOW -OFF ASS 6.9 ROPOSED 4" CL. 53 DI WATER 445 PROPOSED 6"x6"TEE TO PROPOSED FIRE HYDRANT & 6" G.V. 445 ROPOSED 4" 450 BEND ROPOSED 6I"x4" REDUCER PROPOSED SANITARY SEWER CROSSING 440 440 o ,^+ o o 0 0 o+oo 2+°° BLDG #z WATERLINE PROPOSE MH-7 - EX-MH-50 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 BEND TO NECTION S TO ETER & IEMBLY LINE XISTING GRADE Tr ROPOSED GRADE 455 ---- --- --- - - - - - 455 PROPOSED 4"x4" CF PROPOSED ROOF UILDING #3 WATE PROPOSED 6" CL. 52 DI WATERLINE DRAIN CROSSING TYPE A BLOW -OFF, o.8' 450 450 PROPOSED BUILDING #3 CONI` D 8"x6" TEE & 6" G.V. 7.11 PROPOSED 4" CL. 53 DI W, PROPOSED 6"x6" TEE & 6" G.V. 1 445 TO PROPOSED FIRE HYDRANT PROPOSED 4" 45° BEND 445 ROPOSED 6"x4" REDUCER PROPOSED STORM �9 SEWER CROSSING 440 1 440 o O1 0 a `" O o �^ o °1 O a 6 d '6m Ln S fE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CON! ;OIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS N RE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION :R THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VC :) ROAD AND BRIDGE SPECIFICATION 303.04(h) (IN FEET) 1 INCH = 50 FT. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 (IN FEET) 1 INCH = 5 FT. MH-1 STA:o+6 z. z6 M H-z RIM:450.58 STA:2+28.83 INV IN: 441.20 FROM MH-z RIM-4MH-i INV OUT: 441.00 TO EX-MH-zA INV IN: 455 - - - -INV OUT: 44- EX-MH-zA XISTPRO ING GRADE STA:o+oo.00 DRA EX RIM: 200 20 46o PVI STA:18+56.00 PVI ELEV: 451-55 K: 4.44 LVC:1o.00 LOW PT. STA:18+55-44 LOW PT ELEV: Lc1.c8 PVI STA: 21+o6.00 PVI ELEV: 454.68 K: 66.67 LVC: 150.00 HIGH PT. STA: 21+1433 HIGH PT ELEV: 454.z6 °O z °o m + a 0 cop a N W N H N W &i U 6i u m i s ^ u w 46o °o °o 0 o EXISTING GRADE m O r vL Ov u� w vi `i �O vi V a a + " + + r mw Lu p N H W Vtii V PROPOSED GRADE W w o a ~^ 455 v m w z¢ w 455 m W - --- -7 - 1.000 PROPOSED 42i _ 2.0p� VDOT STD. CD-2 1.z5 - _ _i.00� UTURE I 3.5' MIN. ROPOSED AIR -RELEASE 450 TIE -INTO EXISTING STELLA 450 LANE - STA.18+51 PROPOSED TYPE A 7BLOW-OFF ASSEMBLY EXISTING 12" DI WATERLINE 445 I 6: PROPOSED 1z"x8" TEE & 8" G.V. 445 EXISTING 15" STORM SEWER CROSSING PROPOSED SANITARY ROPOSED 12"x6" TEE & 6" G.V. SEWER CROSSING REMOVE PLUG & TIE-IN TO ROPOSED 12" CL. 52 DI WATERLINE EXISTING 1z" DI WATERLINE 440 440 O O M O1 N O ^ O m O n N 00 N 44775 INV IN. 434-02 FROM MH-2 EX. INV IN. 434.02 EX. INV OUT. 433.82 PROPOSED6 DI WATERLINE CROSSING TIE-IN 450 CONNECTION TO 1.5 PROPOSED GRADE � 5' PVC BUILDING #1 5 PROPOSED STORM 8 SDR' o INV. OUT: 449.00 SEWER CROSSING C 2'O1� 445 52�7LF TIE-IN TO EXISTING 12' 445 ALONG ARCHER , S R-26Pk DVF PROPOSEC s" II 162.� 440 II OSS TO 2 METER &z- E> - M H- A \SSEMBLY QQ yy°I 4@ 435 ry�� END TO hR' ECTION Ll JERLINE TIE-IN TO EXISTING SANITARY SEWER MANHOLE CONSTRUCTED WITH BLOCK 1A 430 N 00 It 00 n O N O O^ O 't d 't 't 't Ln I d It 0+00 0+50 1+00 1+50 2+00 2+50 M H-5 MH-8 STA:o+oo.00 STA:1+37.89 RIM:454-17 RIM:454.92 46o INV IN: 442.87 FROM MH-6 INV IN: 449.12 FROM 460 INV IN: 442.87 FROM MH-8 IN OUT: 448.9z TO MH-5 0+00 0+50 1+00 1+50 2+00 INV OUT: 442.67 TO MH-4 BLDG #3 WATERLINE EXISTING GRADE - - - - - - - - - - - - - - - - 455 455 PROPOSED 6"x6" TEE & 6" G.V. PROPOSED ROOF 455 XISTING GRADE TO PROPOSED FIRE HYDRANT 455 DRAIN CROSSING _ PROPOSED GRADE PROPOSED GRADE ROPOSED y" CL. 53 DI WATERLINE PROPOSED 6" E 14' 450 WATERLINE CROSSING 450 PROPOSED 6" U. 5z DI WATERLINE PROPOSED ROOF 1.7' 450 3 5' MIN. FO 7 DRAIN CROSSING 450 SPROPOSEDSTORMEWER CROSSING 8 1D F 2h3% UILDING CONNECTION T( PROPOSED 4" 45° BEND TO 7 INV. OUT: 450.67 XPROPOSED 6"xy" REDUCER BUILDING #1 CONNECTION 3.3 z7�z��7)) JC SE WAY WATERD NOE PROPOSED 4"x4" CROSS TO 445 SOR_26Q65yoM 445 PROPOSED STORM BUILDING #i WATER METER & 0 �F 445 SEWER CROSSING TYPE A BLOW -OFF ASSEMBLY y33E -1- 8 _ 0 0 O 00 O N O 00 a m N m m 440 440 o N o o r 0 0 0 tD 0+00 0+50 1+00 1+50 2+00 .mot .mot 't .mot 't "t BLDG #1 WATERLINE o+oo 0+50 1+00 1+50 z+oo 440 435 430 PROPO BUILT 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 II ELEV: 449. o PVI STE L LA LANE K: 2.50 LVC: io.00 LOW PT. STA:10+z9.00 LOW PT ELEV: 449.25 O O o o PVI STA: 11+75 00 465 ° m m PVI ELEV: 4SS.09 !OAD GRADE 'ALVE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 72A OR ziB, 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". 465 + a + It K:7.75 A6i N6i LVC:5o.00 Lii U Lii U HIG PT. STA: 11+8 .77 � m j w HIGH PT ELEV: 454.81 m Lu VI STA: 10+76. o °o PROPOSED GRADE N + 46o VI ELEV: 450.1 Li; o .M, 4 6o + LVC:45.00 ,, 3 O+ S N z O ~ LOW PT. STA: 10+5 3.50 H Lu N XISTING GRADE y L PT ELEV: 44 .6g u U m W w � .455 10 m � i Lu � _a z u, - 455 _ O EXI TING ARCHER Ln o Lii N Li.i V J 0o010 w 5 1, Sob AVEN E - STA. io+oo � m PROPOSED AIR -RELEASE VALVE m w PROPOSED 450 "x8" TEE & (z) - 8" G.V. 450 o DI WATERLINE ROPOSED 8"x6" TEE .& 6" G.V. 1.0' VENUE WITH A 12"x8" T.S. & V. PROPOSED TYPE A PROPOSED 8" CL. 5z DI WATERLINE 25 417' BLOW -OFF ASSEMBLY 445 445 1. z' PROPOSEDSTORM SEWER CROSSING PROPOSED FIRE HYDRANT 3zA ASSEMBLY w/ 8"x6" TEE PROPOSED SANITARY PROPOSED STORM SEWER CROSSING 440 SEWER CROSSING 440 O W O LO O M O 00 O n O 00 O 00 N L M 00 a v, a `�, vi �, Lrmi �, Lh �, �, 'L^ u, '�^ u, 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 DADA LAN E PVI STA: 10+15.0o M kD PVI ELEV: 453-49 K:1z.50 LVC: 25.00 F PVI STA: 13+o8.00 HIGH PT. STA:10+15.00 ^ PVI STA:1z+00.00 PVI ELEV: 454-44 465 HIGH PT ELEV: AcQ.42 u, PVI ELEV: 4S3.35 K: za.:Zo SCOTT/R. CT?LLINSZ Lic. No. 035791,a A 6/1/22 0 O eM M z 0) N z M Q i J N O w N W O N Lu ; V 1 W J J Q U-)J Z Z J W LL. LL O � 1 d Ld _j = T� J U r-L Z) WYU°;6 Oo LLI F- J Q 465 5 CO 22- o �D o ko FVI STA: 10+75.0 : 32 LV : 5o.00 N M VI ELEV: 452.8 a LVC: 1o.00 HIGH PT. STA: 13+07.61 ° + K: z5.00 LOW PT. STA: 1z+oi.64 HIGH P ELEV: 45 .31 z ° Lii .oi Lii LVC: 50.00 Lu LOW PT ELEV: 45338 o rn o D i j ri V j LO PT. STA:1o+7 .00 o a o o ° a 0 a a 46o u m w w 3 O o ++ 't o a N a 00 n ,n H OPOSED GRADEo� o a_ 460 00 o�N M o M V 'j V N 111 V ((1 , U m l%) >O V z m w m ww EXISTING GRADE Oo1Lw °+ w N w m j W [PR U455 v m Uw Z � ---- Lu N 455 1. - -%00% - - - - w o�o% �.o_o iLn -z.OIIQ,� - 1.01° o -1.0 % w z PROPOSED 6" CL. 52 DI WATERLINE PROPOSED AIR -RELEASE VALVE 5' MIN. 450 450 PROPOSED PROPOSED 8" CL. 52 DI WATERLINE VPROPOSED "x8" TEE & SED 9WATERDL 8"x6" TEE & 6" G.V. (z) - 8' G.V. NG # 3.ROPOSED NOE PROPOSED 12"x6" TEE & 6" G.V. 12"x8" TEE & 8" G.V. TO BUILDING #z WATERLINE 445 445 O M O H . H . 00 O m O 00 . M O 00 . 0 00 LO 0) Ln Ln 't 't 't 't 't 't 't 't 't 't 't 't 't 't 't d 't It 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SADIE WAY J w J Z J w o J< 3 O O N w J F Lu o w a 35 JOB NO. 182150 SCALE H: 1 "=50' V. 1 "=5' SHEET NO. 10 455 = 455 DI-3C (L=12') Z m N O o O u STR:34 VDOT STD. MH STR:36 VDOT STD. O � H N TP=448.00 TP=45o.50 o � w' p o M INV IN: 442.10 TO 36 INV OUT: 444 So TO 34 o 0 't aF INV OUT: 442.00 TO io 450 0 t - N Z Z p 450 Hd>>> �Fzzz ROPOSED GRADE 445 445 1z8h4LF 440 18" HDPE LF C 1.5°% 440 66.86 435 435 430 / 430 425 / 425 / / / XISTING GRADE / 420 420 415 / 415 / J l J / 410 / 410 405 405 00 W n n O 0 O 0 O It ri H I N H It a c N N a 0+00 0+50 1+00 2+50 2+00 STR-36 - STR-10 N J m M 0 Ln 46o F_ J Q mw 0 46o 465 Ln L9 > °D ° a m3o X R°H° M� w o ko 40 ou 11 Ol't �� l°1',� N mItzzo�a0 455 x a..>>>n�z w �Z z Z Z - 455 K �a> LnFZwwW 450 450 1 1 -PROPOSED GRADE XISTING GRADE 445 II 445 i5" HDPE II 50.oi LF dal 2.00% 440 g:1' 440 EXISTING 8" DIP SANITARY SEWER CROSSING 435 435 m N 1O H n a M a 't O 6 �^ 0+00 0+50 STR-8 - EX-STR-iA-4 II N J H _ Q m H LL V i N 0 M W 0 0 1- F- 0 � �o N Ln 0 000 ,^i � 455 O O 0, 6 a 455 0 0 > p o m N O O M M t EXISTING GRADE j o X F O d 0 O S.t.. `.� aZ0 a �r �o o LLI S 1 F n t Z Z pPROPOSED GRADE F z z H N �ZZO VI FZZZ --- 450 w z z z z 450 Q > . . . ��zwww 445 1 1 445 TIE-IN TO UNDERGROUN FACILITY PROPOSED WI 15" HDPE SECTION 1 MASS GF 157 38 LF Qa o 68% AMENDMENT 440 i5" HDPE 440 50.35 LF Qa 1.99% 435 1 1 1 1 1 1 1 1 435 NG 8" DIP SANITARY 430 1 1 1 1 1 1 1 430 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: i. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. 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-i 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-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 465 STR:30 VDOT STD. DI-3B (L=6') TP=453-50 I NV IN: 44235 TO 32 1NV IN: 446.00 TO 3oB 46o INV OUT:442.25TO22 460 STR:32 VDOT STD. DI-3B (1 TP=449.92 INV IN: 442-93 TO 32B INV OUT: 442.83 TO 30 455 455 EXISTING GRADE-]- - STR:32B VDOT ST TP=449.92 F� INV OUT: 443.087 450 450 PROPO D GRADE PROPOSED 8" DI WATERLINE CROSSI 445 445 15" HDPE 440 88.g3 LF Qa o.54% 440 15" HDPE 27.68 LF Qa 0.54% 435 435 O CO O a0 N n l0 N D �t I S I d d 0+00 0+50 1+00 STR-32B - STR-30 D. DI-3B (L=8') O 32 VG 46o 1 455 1 450 445 440 435 M d 00 H Ol 't H N W N 00 rl m H o .fit 't 't S 0+00 0+50 1+00 1+50 2+00 STR-4 - EX-STR w II V M m ry o 0 N LL M EXISTING GRADE CO N o M mo 0 0 O p F- 46o o 6-0 - N - O STR:22 VDOT STD. MH o°. TP=453.o8 ~O M o 't � 0 0 't INV IN' 441.o8T03o > $ o � INV IN; 446.00T024 ° M^zZD .. INV OUT: 441.o8TOzo---- ---T „t--0- IaZO w a F- z z 455 a >> > Ln zzz F -- PROPOSED GRADE) PROPOSED 6" WATERLINE CROSSII r 15" HDPE 154.07 LF 0.76% 1.3 SED 8" DI LINE CROSSING 450 15" HDPE 5733 LF Qa 1.74% N N O � O M O 0 O 00 't s a s 't s a It 't 't 0+00 0+50 1+00 1+50 2+00 STR-3oB - STR-�� 46o 445 50 440 5 435 00 J74 M 46o a -F H N Ln u, x EXISTING GRADE ~Lu O a 0 a0 0 0 0 0 ° 0 NH `. 455 PROPOSED GRADE a0 455 r o o ° a � n Ha> Ln z p 0 M M 't - > �aa� ry Z Z p PROPOSED 6" DI un � z z z WATERLINE CROSSING 450 450 1.5' 445 P 15 H 2 Bo% 445 18096LF PROPOSED SANITARY 440 SEWER CROSSING 440 t �p m v a0 0 't o O ° a? a I a s a It 0+00 0+50 1+00 1+50 STR-6 - STR-2 455 455 STR:10 VDOT STD. MH STR:16 VDOT STD. DI-3C (L=14') TP=447-00 INV IN: 441.00 TO 34 STR:12 VDOT STD. MH STR:14 VDOT STD. MH TP=451.00 INV IN: 43635 T012 TP=446 So TP=448.00 INV IN: 439.68 TO 18 INV OUT: 436.z5 TO SWM INV IN: 437.10 TO 14 INV IN: 438.10 T016 INV OUT: 439 58 TO 14 450 INV OUT: 437.00 TO io INV OUT: 438.00 TO 12 450 PROPOSED GRADE// 445 445 izoom 440 1/ 440 D SWM DETENTION / FH THE BROOKHILL HDPE ADING VSMP PLAN / 205.38 24" LF @o.7z% k4 (WP0201700037) �4" HDPE / 435 30" HDPE 115.03 LF Qa 0.78% / 435 78.31 LF @ 0.830/0 3o" HDPE / / 22.69 LF dal i.io% 430 NV IN: 436.00 430 / 425 EXISTING GRADE / 425 / / 420 / 420 / 415 // 415 / / / / 410 410 / 405 V 405 N N N N rMi M 00 O) M 0 n ^ H 0) Ol w O O It a � H ' N a a N s a M a 0° °M s a 06 .t s a LMl1 s a O s 0+00 O+So 1+00 1+50 2+00 2+50 3+00 HORIZONTAL GRAPHIC SCALE STR-16 -SWM 0 25 50 100 (IN FEET) 1 INCH = 50 FT. VERTICAL GRAPHIC SCALE 0 2.5 5 10 (IN FEET) 1 INCH = 5 FT. STR:20 VDOT STD. DI-3C (L=8') TP=452.o8 INV IN: 440-43 TO 22 I N V I N: 447.00 TO YD-1 INV IN: 448.25 TO RF-3 460 INV OUT: 44033 TO 18 STR:18 VDOT STD. DI-3C (L=8') TP=451.9z INV IN: 440.18 TO 22 01 IO 16 455 STR:16 VDOT STD. DI-3C (L=14') - - - - - TP=451.00 INV IN: 439.68 TO 18 INV OUT: 439-58 TO 14 450 445 440 435 SANITARY SEWER 24" HDPE 53.68 LF Qa 0.74% 20 3+50 4+00 0 H J 00 11 M N n D OO 2 O _m N 0 N O Ln ~ oo 0 F n 460 6-MNO-F- ON-o�° F-oo a O 0 F O O o to ~O F't 0 0W't > o� ar XISTING GRADE o o N 0 0o a't 0 N �Zp 0N0 ,MnO 0 0't aF N Z o r z z GRADE H Z Ln FROPOSED ZZo=�(L 455 ---- Ha»> Ln H Z Z z :D 8" DI NE CROSSI L15" HDPE 5 44.03 LF Qa 0.70% 15' HDPE 44.11 LF dal 0.95% 24" HDPE 87.8o LF @ 0.74% 24 HDPE 12.69 LF Qa i.18% PROPOSED 6" DI WATERLINE CROSSING 450 �5'HDPE 195.26LFQa0.8i� 0 3 12 445 DSED 8" PVC ARY SEWER 440 435 SCOTT/R. 05-LLINSZ - Lic. No. 035791,a A 6/1/22 r4 N N Q N cli N O eM M Cn z N M Q 1 J i N w O W O N N 'I� V 1 LLJ J J Q J U) H� Lu r Lu L J M d Lu = T� U z W Y U Q O� P _Mj u W ul w J zW 11-4 U J I-_ o J<�.,/�� W 0 O O N o m v o H o m o 00 o 0) . 00 o o JOB NO. " �M �m �M �M �s 182150 't S S It S It S 't 't 1 't S 't .t 't S d SCALE H: 1 "=50' 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 V. 1"=5' STR-28 STR-16 SHEET NO. 11 V ( \� VA ■ �, A \ \ \--y - -, ---� ---v- ®� V A V A VA '.' 3 \ I I ■ A� \ \ � I v � I I I v '. I � v v v - �� v \v - ai- y - - v� �� PROPOSED ■ ♦ + L --_ v ® I y v y y y- ✓ \ AQVA\ \ Vsue 1 i\ s \\\� \ \. \ _; \ ■ A ♦ v\ ®®� iv\ III jv �-- v_ v y - . Z - \ ----vy_ - " y-� SCOTT L1NSZ APARTMENT ■■■■■■■■C) a _ L-) Lic. No. 0357911']1 \ \ / BUILDING#3 ■ YD-1 y v (4 STORY ■ v v v v v ® / - - - y _ _ 6/1/22 w 79 UNITS) ■ v v ® ✓ v v _ - 1 I E 44o BW1446 iW � ONAL \ V A FFE=455.67 BSMT=445.00 Mono 8 168 some Monson olom no RF- A --. .., \ \ \ \ \>1 / 14 ■■■■�nk i onnommommommoms \ \ \ DRAINAGE DIVIDE (TYP.) ♦ ♦j n \ `� \�- - - / ♦ ' - y _ / / //i \ \ \ vv 1\ // ■h■r�■ ■ ■ - i x�A A A \ � o - --- ♦ ♦ /� \ \ \ ROPOSED DRAINAGE SYSTEM I ✓ / / - / j� -ram- f a �, zo zts ■ /�vvv v \ V A V A AI 1 I ♦♦I AI ( i; i �� '/ii'-��/� ®�'-- w Q l vIv v A / i. 1 �_� __ -- i6 -/vv \ \ \ I I I�/ ♦■■ I■ 1--�--\�_ /I \ \ � , ,' `, - - ' , 'V . I � ■ IIII - R F - B I� � iI�i i i■� ♦ � ♦ • • r r r • ♦ _ • � � \ i��i i � IIII ■�■ / / / � / / � / v /'� � a `V //I ^ / / // / / / / / / � / � ii■■ / / / / II > - / / jd o � III i A A 2 - � 3 zz B ■ 7. � � ' ♦ ♦ ♦ ♦ y �■+■■■ W ♦ ♦ � iI z • 4 ♦ - - -- V � A \ II I \ \ ( V \ ♦ ♦ ♦ ^ F o \ - I _ / -� \ - - _ - \ ♦ \ � / \ ♦ Q � UNDERGROUND SWM DETENTION FACILITY PROPOSED WITH THE BROOKHILL SECTION i N� --- - MASS GRADING VSMP PLAN AMENDMENT #4Nr N3oB 36/ / (WPOzoi700037) SYSTEM o " o CD FROM STR-36 TO THE TO ZED PIPE EEXISTING SWM FACILITY HAVE BEEN S XISTING SWM FACILITY AND STR-1400o kDz TO ACCOMMODATE FUTURE DRAINAGE 0 x u cc J \< <c � - --- - - -------------- - - - - - -- - - - - - PROPOSED DRAINA( EXISTING STELANE (PUBLIC ROAD) I ' ♦ Z F-2 i•3 .♦-♦♦v• • - v• ♦� ♦ ve y j♦I;e-♦,• / ♦ " L"\� . • w eo�r�IO f I I /e� �/e /I/\■/ •e\//■a e■ � ■ ■�■��■■ *--v+■ l/u■l ■../ -- - -�R �•F • - zr A •. ■■ ■ _�`_ 0�` ��_ �•.- ` -♦. . -r� / :_Ip\ - - � - �-4s`- - s•3- T �-@- -L• _- - - _ , RyR �_-� � - � I ��.:iw_ .:.�� -� •-'-♦ • '• •♦- - ■' ♦� -�•-■ �u- --■ ry-�� -■. •I rI � - ' ' 5- - -- - ♦ j I f •L I ,- pI I ■i■■■■i■■■■� i ■ f F ! \■ ■>■ i ■ /! i ■/ ■ �■■■■i■ l■ir■■\i ■r�r - •f■ •♦a♦■-• ■■ ■-■■ L■ -u -■ -■-■i■ ■ -u -■ - ■- ■ ■ - - ( - � � /- / ( /- / - N Y // - - �� - / - � _ / �- / n w LLLL� z • PROPOSED DRAINAGE SYSTEM 4V4, --------------------- DRAINAGE DIVIDE (TYP.) W w ♦'J PROPOSED PROPERTY BOUNDARY(TYPJ ____ ol Law LLIL ■■r■� \ ----- F-zB a■■■■■■■■■■■■mono mom PROPOSED --- - - - - -- -- FFE=45567 ■In APARTMENT U-- ---------------- ----- -----� __BUILDING #2 ' (4-STORY 64 UNITS)IL---- - - - M 28 L ■...� -w-w w w w ww w ♦♦ 6 ------ 77 ., BLOCK 1BTAET 454 1yz ---14�44GHFOFWAY At o o C-6PROPOSED APARTMENT ----------------- --------------------------- BUILDING #1 (4-STORYFFE=454.00 62 UNITS) F-16 ♦ 111I poor RF-iA ■■■au■F■■■ DRAINAGEDIVIDE(TY-PROPOSED DRAINAGE SYSTEM-W -----------1- - 7Z - ---� ■ ♦ / F SS � IIII 44 / BOK 4I I I l I / I I I • I •. III I - I I ,III• I Structure Structure Area (Acres) Cw tc (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 10 0.14 0.80 5.0 12 0.77 0.80 5.0 14 0.30 0.80 5.0 16 0.60 0.85 5.0 18 0.27 0.85 5.0 20 0.31 0.85 5.0 22 0.00 0.90 5.0 24 0.09 0.90 5.0 26 0.39 0.85 5.0 28 0.25 0.70 5.0 30 0.11 0.90 5.0 30B 0.13 0.90 5.0 32 0.09 0.65 5.0 32B 0.10 0.70 5.0 34 0.66 0.85 5.0 36 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 RF-1 0.15 0.90 5.0 RF-lA 0.18 0.90 5.0 RF-1B 0.19 0.90 5.0 RF-2 0.13 0.90 5.0 RF-2A 0.20 0.90 5.0 RF-2B 0.19 0.90 5.0 RF-3 0.19 0.90 5.0 RF-3A 0.18 0.90 5.0 RF-3B 0.23 0.90 5.0 IIII I III I I I I II CL I I i I IIII CD I W �■■i� N l N 1.4 L ; V / II _ III 7 J Q lil I > Z � 1_II / I IIIII mom, LU LL d I IIII II' I-1 � ----/ III III II IIIIIIIIIIIII II1\I\\ 1\ J � LU \ V A \\\V VA\ V 0 < \\� 0 _------- ---� \ \�\\y\�\ Y vO LU \ \ \ \\ I- J \ \\ D \ Ul W J L- \ \ W J LU 1--I I I J w I � 0 Jam �I II ■I ♦��. /453 I � � � / // � _ TMP 46-Z9B3 • CROCKETT C040RATION � � / � % I � / F II I, � N I RF-i - DB 5011 �' I-Fg,DX55107 PG■■1,48,D 5�1 PG 64� I / / PROPOSED PROPERTY 37 612 / BOUNDARY (TYP.) / ■ ♦ � / / I � � - - - - -♦ , % % r • 1` / / �"I \ 4 45- ■ / / / / \ ■ ♦ / /I w o w ■ 45 a I - �■j • ■ - - yy9 II I � � / I I -- .-_ . s Aso_ ♦ . 8215 , GRA P IC SCALE GRAPHIC p I I nL SCALE - ---1 ---i5 3o I6o --;o o j,�-40' PROPOSED PROPERTY o- SHEET NO. BOUNDARY (TYP.) - - ---- -----= BLOCK 1A ( IN FEET) 12 - --- I 1 inch = 30 ft. Design Storm Year = 10 DOWNSTREAM,j,TH OFF �' SCOTT R. LLINS'Z U Lic. No. 035791,1, 0 6/1/22 �4 �o ��`rSIONAL E�Ol z W w Z 0 Z w N Z O U z F o g Z w a � w o a g V OJ a V Q 3 Z W W h E F- d O > H > ° m V) O w Z Lu 0 Z w > > w OV O• O w _ � � ,,^A Z < V/ Z Z ••�� O ° Z V7 t0 J O ti c / W WQ L O W ova J Q � F- N c 0 Z > w U a 0 c y C O N N O N N U W O N O F Q Ln o o�p 0 a m E 0 c a ti M �' w L > N z N ° 3 - M a J N m 0 1 N T O w o C N o Design Year: 10 Project: Brookhill Blocks 1B Job #: 182150 Prepared by: AML, PE Wv, LL ZJQ�° z > z a O ° 1-4 - w L~L o Q .o ■ � 3 /J� < /r J 'C 2 \ U a v U Lu ° 0 I Qv W Y z v 0 ~ o w J Q � � o C ° J z w Jz W W �� Z Z n/ LL 7 z w - V/ Z LU o J O o Nw LL O "' J a Q ° a m O O U X s lu o F c 0 E W a U) a MD 75 JOB NO. 182150 0 SCALE ° a N/A = ° SHEET NO. a 13 s STRUCTURE DRAINAGE D FLOW TYP INLET TYPE AREA PERIMETER A C I Q INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 5.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � F o c O a > w m � ¢ U U O C1 O V 3 U W 5 co F � O O � � _ -o a r � N left 0.36 0.90 0.324 2.11 0.00 2.11 0.0100 0.0450 2.0 0.0833 1.8511 5.31 right 0.41 0.90 0.369 2.40 0.00 2.40 0.0100 0.0450 2.0 0.0833 1.8511 5.58 2 3C 12.0 combined flow 4.5 0.25 0.547 5.57 10' left 0.04 0.75 0.030 0.20 0.00 0.20 0.0475 0.0150 2.0 0.0150 1.0000 3.23 right 0.09 0.75 0.068 0.44 0.00 0.44 0.0150 0.0150 2.0 0.0150 1.0000 5.43 4 3C 6.0 combined flow 0.6 0.09 0.205 6.25 10' 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 8.0 combined flow 1.2 0.13 0.279 6.39 10' left 0.28 0.90 0.252 1.64 0.00 1.64 0.0100 0.0325 2.0 0.0833 2.5631 5.92 right 0.10 0.90 0.090 0.59 0.00 0.59 0.0100 0.0325 2.0 0.0833 2.5631 4.03 8 3C 8.0 combined flow 2.2 0.19 0.416 5.87 10' left 0.53 0.85 0.451 2.93 0.00 2.93 0.0150 0.0300 2.0 0.0300 1.0000 7.18 right 0.07 0.85 0.060 0.39 0.00 0.39 0.0300 0.0300 2.0 0.0300 1.0000 2.95 16 3C 14.0 combined flow 3.3 0.19 0.411 8.29 10' left 0.09 0.85 0.077 0.50 0.00 0.50 0.0150 0.0150 2.0 0.0833 5.5533 5.69 right 0.18 0.85 0.153 0.99 0.00 0.99 0.0175 0.0150 2.0 0.0833 5.5533 7.17 18 3C 8.0 combined flow 1.5 0.15 0.319 9.75 10' left 0.27 0.85 0.230 1.49 0.00 1.49 0.0235 0.0325 2.0 0.0833 2.5631 4.87 right 0.04 0.85 0.034 0.22 0.00 0.22 0.0060 0.0325 2.0 0.0833 2.5631 3.08 20 3C 8.0 combined flow 1.7 0.16 0.350 4.93 10' left 0.29 0.85 0.247 1.60 0.00 1.60 0.0075 0.0200 2.0 0.0100 0.5000 8.40 right 0.10 0.85 0.085 0.55 0.00 0.55 0.0075 0.0200 2.0 0.0100 0.5000 5.63 26 3C 10.0 combined flow 2.2 0.17 0.367 8.40 10' left 0.07 0.70 0.049 0.32 0.00 0.32 0.0200 0.0200 2.0 0.0200 1.0000 3.81 right 0.18 0.70 0.126 0.82 0.00 0.82 0.0200 0.0200 2.0 0.0200 1.0000 5.43 28 3C 6.0 combined flow 1.10.302 6.92 10' left 0.08 0.90 0.072 0.47 0.00 0.47 0.0300 0.0400 2.0 0.0400 1.0000 2.65 right 0.03 0.90 0.027 0.18 0.00 0.18 0.0300 0.0400 2.0 0.0400 1.0000 1.83 30 3C 6.0 combined flow 0.6 0.09 0.207 2.37 10' 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 30B 3C 6.0 combined flow 0.8 0.11 0.231 5.29 10' left 0.16 0.85 0.136 0.88 0.00 0.88 0.0100 0.0300 2.0 0.0200 0.6667 4.94 right 0.60 0.85 0.510 3.32 0.00 3.32 0.0100 0.0300 2.0 0.0200 0.6667 8.11 36 3C 12.0 combined flow 4.2 0.24 0.522 7.98 10' 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 14.0 combined flow 2.0 0.13 0.294 6.73 7' 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 14.0 combined flow 2.0 0.14 0.298 6.84 7' ® 111 00 1 11 m 1 11 1 11 ®® �- 11• 1 1 11 11 11 ��------_- 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 � a m o � � <V N N +x5 O N T ¢ O O " W � C U N C n OI O > c o � w c ° d d _ m m c � m fit S ;r E �p ❑ 1p C 0 J F O J p. 6 � Q � � xq a � J Q U U O O O fA to W m N (D J J W O U U � 24 3B 8.0 0.09 0.90 0.081 0.32 0.00 0.32 0.0145 0.0200 2.0 0.0200 1.0000 4.08 0.83 2.0000 0.0833 0.0892 5.66 1.41 1.00 0.32 0.00 Maximum allowable spread=6' 32 3B 8.0 0.09 0.65 0.059 0.23 0.00 0.23 0.0200 0.0200 2.0 0.0200 1.0000 3.40 0.89 2.0000 0.0833 0.0942 5.26 1.52 1.00 0.23 0.00 Maximum allowable spread=6' 326 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 0.87 2.0000 0.0833 0.0925 5.73 1.40 1.00 0.26 0.00 Maximum allowable spread=6' INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 iNhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet n � � d o C c a v � U c p W � a (V N d N tk � Y 3 £ d � 'o 0 � � � � N C Z, N y $ 'm 4 3 `m .3 x .� m 3 � 'o y O £ O f0 c o � rn 10 rn rn N w � � E c Q. > � ¢ ti ca.1 Cf Ci O ai w ro fin in � J w C'1 24 3B 8.0 0.09 0.90 0.081 0.53 0.00 0.53 0.0145 0.0200 2.0 0.0200 1.0000 4.89 0.76 2.0000 0.0833 0.0833 7.22 1.11 1.00 0.53 0.00 32 3B 8.0 0.09 0.65 0.059 0.38 0.00 0.36 0.0200 0.0200 2.0 0.0200 1.0000 4.08 0.83 2.0000 0.0833 0.0892 6.66 1.20 1.00 0.38 0.00 32B 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 0.80 2.0000 0.0833 0.0867 7.31 1.09 1.00 0.46 0.00 �,TH OF � 46o 46o p �� G7 SCOTT R. LLINS� L) Lic. No. 035791,a 0 6/1/22 �4 �o��ssrONAL E�Gl z Z Jg w a z z O w Z V g LA O a V w H Q z w w cz O a O u F w to O w Z 0+00 0+50 1+00 1+50 2+00 2+50 O o w 0 OLu > v0 INTERSECTION OF SADIE WAY (STA. i1+o8) & STELLA LANE SIGHT DISTANCE � J Z< z z 0 N = o W z�m > cn > a uj w a W w a w o a q6o 460 W ce m z > w O N O Qcli mcli o a 00 o � v- Ar Ln 0 It 1 It Ln Ln eM M o+oo o+So i+oo 1+50 2+00 z+50 C Z N INTERSECTION OF SADIE WAY (STA. 12+18) & STELLA LANE SIGHT DISTANCE — � M J N w 460 460 � W N N 'I� Lu; V 1 LLJ J Q z J Z Lu J (n H� LL r F- I d Lu U _ ,--� z Q U Uj W U Y H H JJM (_j It It It Ir C W J 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Lu H� INTERSECTION OF JADA LANE & ARCHER AVENUE SIGHT DISTANCE — n J w o J� m 0 0 HORIZONTAL GRAPHIC SCALE u N 50 0 25 50 100 200 w J F Lu (IN FEET) p w 1 INCH = 50 FT. 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 — SIGH DISTANCE=z 9' 455 — — HT. OF EYE=3�5' 455 HT. OF _ — OBJ.=3.5' � 450 PROPOSED GRADE 450 EXISTING GRADE 445 445 o M o N o� LINE OF SIGHT — — — SIGHT DISTANC 455 HT. OF — — 455 EYE=3�5' — — HT. OF _ � OBJ.=3.5' 45o PROPOSED GRADE 450 EXISTING GRADE 445 445 L!1 S M S ry .T ry M N M M 455 455 HT. OF � �H � TANCE=zz8' 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 ci O O 00 00 00 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARA7/ON OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, lT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, ]THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. 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 INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, 7HE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT 07HER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE WRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T 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, Il, 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. 774E USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENTPOSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING 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. MADRN( DIVISION BIKE RACK DETAIL GF ABER MANUFACTURING. UNRIN0. INC. V Ii1L'JLJ9117� NOT TO SCALE WAUNNAKNIE, WI DRIVE307i P SOD 416TG31, P 0A)81S-I OBE, F(B0A) SO&10A1 WWW. RAX.COM, •RAIL: SALES®MADRAX.COM ELEVATION VIEW HEELTUNNG CHECK DESIRED MOUNT ❑ �-3XI5XIVElICK ` EA N s Ea sa• Ba HOLE TIP, CONCRE E D N GROUND MOUNT 0G) O SURFACE FLANGE MOUNT (BE) SECTION VIEWS PRODUCT: UXIB0.IGF,SG) DESCRIPTION:'U BitRACK DATE M-I/ P BIKE. SURFACE OR IN GROUND MOUNT EEG: SMC rANFlDENIIA OAANiNGAND INFgiMARONBNOTED BE COPIED OR DISCLOSED MO ERSWRHWTTNECMSECUOPABERMANUFACTURING, INC. SPECI FICAnMS ARE SUBJECT TO CHANOE WITHOUT NOTICE. W14 GRABER MANUFACTURING. INC. ALL PROPRIETARY PROBES RESERVED. EA 9118° THOLE TYP. stn LAG BOLT CONCRETE ❑ SURFACE GUSSET MOUNT(80) UPCHARGE NOTES' I. INSTALL BIKE RACKS AOWM NO TO MW UFACTII RFRS SPECIFDADDNB 2. SEE SULTANTTOSnECTWLOWFINIBXI.SEE MANUFACTURER'S SPECIFICATION6. 1 SEE BITE PIPE FCALOGITION CONE LTOWRER ASPHAL T PA VING DESIGN NOT TO SCALE 2" SM-9.5 SURFACE COURSE 4" BM-25 INTERMEDIATE COURSE 8" 21-A BASE COURSE COMPACTED SUBGRADE STELLA LANE 2" SM-9.5 SURFACE COURSE J" BM-25 INTERMEDIATE COURSE 6" 21-A BASE COURSE COMPACTED SUBGRADE DRI VE AISLE TRA VEL WA YS 2" SM-9.5 SURFACE COURSE 8" 21-A BASE COURSE COMPACTED SUBGRADE PARKING SPACES 33'x44' CONCRETE DUMPSTER PAD 6" THICK - 3000 PSI CONCRETE WITH REBAR If FBI i �6" COMPACTED 21B STONE BASE CONCRETE DUMPSTER PAD DETAIL NO SCALE (5' MIN.) 4" CONIC. 3000 psi MIN. 7. / 4 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE II eAE"AEES STRIPWITHS-IG'4urt 'em1-T�re R�Ixx6 Ix WHRE LANE 6'WXITELANE STRIPLING STRIPING"v urv[1 x0 L3 CG-12 "DR: COMPONENTS OF CURB ReLIE CONSIST OF THE FOLLOWING LL-Iz HYDRAULIC CEMENT EISEMAN (DEPTH IN INCHES. AREA N SQUARE 'MOST A CURB WHEN REWIRED LCG-2 PL CO-3 IN LINEAR FEED PERMIS9BLE -A-I GENERAL NOTES- aTECTABLB WARxxc wRFAE IARG Ix spuARE YMOS1 coNsrqucnau «s DOWEL, a^ Lane W I:^ c-c I. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED COMES EPLH OF FEE MOW ITEMS IS A SEPARATE PAY (TEN AMID SIgLLD ,K1Nr S' H wWARIZED FOR EACH OARS CUT RAMP. MIN. Y. OF ECTION BLE WABINC SURFACE IONS FOR BW1L MEET THE REQUIREMENTS iS DE MOTION 5TKWA OF THE SPECIFICATIONS FOR CS Iz DETECTABLE FROM E MATE SNFIDE. 1&1 ARµ RAW R:1 MAY - C DETECTABLE PRODUCT WARNING ST NU PRDDOLI4 U4p SXKL BE FROM TXE MATERIAI3 NIPPING SALSFLIST NUMBER 73. s 8' S. MOPING SAES OF CIPB flMIP MAY BE PWREO MON0.RNCM.LY WITH RAMP L FLOOR OR BY USING PSNSSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4 p:t 4. REDmRED BARS ARE TO N0.5 % B" PLACED 1'CENTER l0 CENTER µONE �M Y B CO SIDES OF TTXCOVER 1E.RAMP FLCOS. MD-OEPIH OF RAMP FLOdt MINCER A 1D9 M,y, B t TYPICAL DESIGN 5. ROADWAY CUB / NNCU B AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB ' \ RAWs ANE INCLUDED O PAYMENT FOR CURB / CURB AND BITTER. TYPE A PERPENDICULAR �J `TO 201 TH CUTTER PAN ELOPE E CUM RMPB NB RECUFdO FOR SIDEWALKS µD SWBD USE PATHS. THE MOTH OF TO A UD DO gEIP LENGTH THE CURB RAMP sxILL NAICx SIDEWALK WON. WHEN CURB RAVPS ARE USED N Rw' a A •Y 14 4 I i RNBILIW GUTTER PN1 SLOPE H A SHAPED PATH 1 iH THE WIDTH �:6YG � GUTTER PAN MAXIMA SLOPE 20'4 CONJ.MCTIOI WITH s ED USE 1E MINIMUM MD SHALL BE E WO p��0"VyM YR �F � 4' OF THE DETECTABLE WA USE PAN. 1= '"�:I `Ni �� 1 S. LpR TO MIT TNWU[N RAMP LENGTH T CUM RAMPS LANDING FLOOR EXTEND THE FULL WIDTH OF THE +T-J T I ` 0-0" Min. 6'-0- YhLIMB RAPSWlL F6TKLEp M'D LOCATED WITHIN FEDESiPoM' CRDSSWKKSASSHOWN OR PLANS OR AS DIRECTED BY THE ENPAKER. CURB RµpS SHOULD v I MAXIMMEET BERECfrATEp BEHND VEHICLE STOP DIES. LIGHT POLES. FINE INCOMIES. DROPTYPE B BOCK OF CURB 9, HAWS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROMS THAT PARALLEL 30 I TYPE A THE O.We OPENNG Is PLACED MTHIN THE UNITS OF THE CROSSWALK ANDTW.r TXE SLOPE ATTHE CONNECTION OF THE CURB OPENED B xP/gA �e ,;s !",M;s;�,', z WITH BUFFER STRIP ID. EWHTECTAAE SILANMMONS NS SURTHE FACE PANELS BHML BE NSTMLFD FIAISX WIN > Z„YB i1vv G"VAYDIY ! Y SECTION A -A E eCH OF CAB. �p +- 2�M A MERE CURB RAPS NMRSECT A RADUL SECTION OF CURB AT ENTILWCES T 12�1 u A' Y OR STREET CCNMECTIONS !ME DETECTABLE WARNING SURFACE SHALL AVE 5'NxY. O X� fP.MSSBLf A FACTORY FROM OR BEISION EIELD-MODIFIED AS RECOMMENDED BY THE Y PASSTgIKrpN AND p1.0)'EFOR METHOD THE INS ILACK ` DUTTECTs LE WARIREG9 Ox A RADIIDUS. COIN • M" Ai X • 2" HIGHER THAN T EDGE OF PAVEMENT AT XX sME As TOP OF CORB TYPE C SECTION B-B EXAMPLE INSTALLATION METHODS - PARALLEL B PERPENDICULAR NOTES: SEE PLANS FOR LAYOUT TRUNCATED COME 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SMFALE. SEE SHEET 1OF 0. .e"-29- C-G 2. A' RE TO BE T TO FOR CONSTRUCTION RAMP. IMAM INCORCURB RAMP L GTH"DEdF E T FOR LANDING (4IWDEI ER TO BAT !OP OF CURB RAW. MINIMUM CURB RAP LENGTH B FEE! FOR NEW y D o D D o coxsrRucna+. L A O O O O D O O O O O O 1 GUTTER PAR SHALL BE A MAXIMUM SLOPE OF 20:1 AT THE RAMP CREEPING, 3 r- e D O O D O o D O O O D �3 DIACOMA PLACEMENT Is NOT PERMITTED. N LONDINC RAW K'U D 0 0 00 0 0 D O O 0 O 0 0 0 H D O O D 000 D O O O 0000 =Q eeeeeOe Oeeeee ee1! D O O D o 00 D D 0 D o 0 D 0 OR V !-XF ROTA D O O D O 00 D 0 o D 0000 DETECTABLE wAMnc CROSSER K AT B'RB( OF C1110 9" VMUdF FOAL MDTX OF ROMP FLODq SEE xOTE F r PAr LIMITS I'I�I TYPING PLACEMENT DETECTABLE WARNING TRUNCATED DOME TYPICAL PLACEMENT AT INTERSECTION INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING AT INTERSECTION WITHIN CROSSWALK DETAIL WITHIN CROSSWALK (WITH BUFFER STRIP) A Y F T I RAWIN FILE THE CENTRAL OFFICE. SPECEIGATION A COPY OF TE ONGINµ SEAED ARE SIGNED GRANNIE IS ON FIE Ix THE CENTRAL OFFICE. �V�T COPY 0 1E OtROMµ sEAEO MD SIGNED 0 4 5 W LE H E CEN µ 0 DE SPECIE CAipv `�T CG-12 DETECTABLE WARNING SURFACE ""` "" " `R` CG-12 DETECTABLE WARNING SURFACE ROM AND MINE 5iµlpA®5 ROOD MRD BRIDGE STANDARDS SHEET I OF 5 REVISION DATE (GENERAL NOTES) sOoz sROoz TYPE A (PERPENDICULAR) APPLICATION REVSCN DATE SHEET z of E 2e4.01 09/1D VIRGINIA DEPARTMENT OF TRANSPORTATION .4 SO4 NROINIA DEPARTMENT OF TRANSPORTATION .4 OF 28402 STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) 1 LOCA IRON WN FACE OF CURB BUMPER BLOCK PAIN r PAINTED PER VDOT SPEC. TRIPE ANNml ICAO) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT W/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDENTIFIED 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 DN SITE PLAN. SIGN WILL ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR m 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 TOP OF CONCRETE MIN. WALL 42" SITE RAIL GRADE 4 SITE WALL XALL RAIL FASTENING DETAIL NOT TO SCALE L. POINTTOF�DAM,e TYPICAL TRA lVETLWAY SECTION PROPOSED ORfVP#r4Y ROAD ACCESS DESIGN SPEED.- 15 YPfl 6"WHITE LANE A WHITELANE STRIPING SHPIPING TnnvE LnxG 4 I„LTe4 p s'm ITREOVTReee men nn0 TYPICAL STREET SECTION - PRIVATE Rll#r (STELLA LANE) 25 MPj9r DESIGN SPFFI NOTE: PARKING TO BE PROVIDED WITH BUMPOUTS (MOT TO SCALd'J ALONG ROADWAY. RESERVED PARKING VAN ACCESSIBLE $100 - $500 FINE 2 REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE TOPSOIL AND SEED 0 I N 4" MIN. [_1 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 7" MAX STEPS RISER VAR. HT. ELEVATION TOP OF SIDEWALK - 3'-6" FRONT ELEVATION HANDRAIL ❑ \ PRIVATE WALK OR LANDING- 5- MIN 1/2"THROUGH JOINT-,,_0 ' - #4 BARS EQUALLY SPACED V-0"01C MAX SPACING 3„ TOP ELEV. OF STEP GO _ •5 DOWELS FITLONGEMBASSIES -� AT 12" C-C I WE JpIIiPUCTpX . T RW MAX =r7; .'MN 1 •s L J L RAN/SIiI[N _ RAME WITH BUFFER STRIP iia 30:t iXRWOX RRµ1'PR LEN4TX BORDER PAN MAYIMUY SLOPE MTO SOFT G'LP/NP LR RAW ENOiX 4LN 12n uu WIN SHAPE SHINE TO MATCH FACE WTHOUT BUFFER STRP OF ROADWAY CUM BACK CE CURB :1 zOn :DA♦e+Y EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT bn4u. 2' SLIP. 4'� W SECTION A -A L. ,eIWA. DETECTIBLE WARNING SURFACE ERMSSIBLE CWB CONSTRUCTOR;4 yw UpINT i �s[ CROSS.. SECTION B-BGRARS NOTES: EoxErz ONE DIRECTION I. FOR GENERAL NOTES ON THE DETECTABLE WOPaxG w1sAE. ONE DIRECTION WITH BUFFER STRIP SEE wEET I aF s. WITHOUT BUFFER STRIP 2. TIE STRESSEDLENGTH OFAR A PARALLEL RAMP ISLIMTED TO 15 FEET. A REGDLESS OF THE SLOPE. 3. CUTTER PIN SHALL BE A MAXIMUM SLOPE OP 2011 AT THE RAMP OPENING. 4, DIILdtµ PLACEMENT IS NOT PERMITTED, O TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMA RMP LENGTH IN FEET 4" CURB 1 5" CURB 0 • a 1 5 T 2 5 5 Q B P 5 12 s D 5 8 14 15 CROBSWAN CANSCRDSSI 1 NIUCICIEAFT ORKHOSM1RI4 TWO DIRECTIONS SMALLER RADII TWO DREG �OMS LARGER RADII WITHOUT BUFFER STRIPWITH BUFFER STRIP �V�T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAMNG 5 ON FIE N THE CENTRAL OFlCE. SPECFICAIDN ROAD AND ARIXE STANDARDS CG-12 DETECTABLE WARNING SURFACE RFZEREMa SLEET 3 GF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION Ms soz T04 Dy W/M VIRdNA DEPARTMENT OF TRANSPORTATIONSO4 ELEV. OF STEP RISER TREAD #4 BARS (TYP) I/z"R SLOPE TO DRAIN PRIVATE WALK 4 - OR LANDING +, 1%TYP 1/2" THROUGH JOINT SIDE ELEVATION 1'-011 3 6 10', STEPS TREAD PLAN CONCRETE STEPS DETAILS BEVI EXTEND OEOSYNTHEFIC RUNFORCEMENT TO WMERN 2 ACHES OF THE LOWER BLOCK FACE 10" MINIMUM--� - - Anchor'T'AI Diamond® X INFORCEMENT CONNECTION WX (NOT TO SCALE) I 10.6°}{V -�� ----- -- _ PU REINFORCEMENT LENGTH SHED cgADe I GEOSYNTTR- REINFORCF.M - - 1 �G �\ 4' DRAW TILE (ELEVATION VARIES) \C 6"MINMNMCOMPACTED GRANULARLEVELDJG PAD W:As= WIDTH OF OVERSIZING De -DEPTH OF EXCAVATION Le LENGTH OF GEOSYNTHETIC REINFORCEIvWNT Was=(2 v DO+L+6" Anchor'TTM Diamond® X 1:1 EXCAVATION OVERSIZING WX (SCALE: 3/8"=1' 0") ..d,..Nexe.wuLsr.,X.Inz. u rX T AnchoTT"' Diamond® YPICAL BASE PREPARATION WX (NOT TO SCALE) DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE TR EES SHALL BE PLANTED A MINIMUM OF 0.4 x H DISTANCE FROM BACK OF BLOCK. SHRUBS MAYBE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4 X H DISTANCE FROM WALL LOW -PERMEABILITY SOIL 4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC UPPER WALL STRUCTURAL 70 �yIJJ'H f - , BACKFILL LOWER WALL=� d III= H :AIM -I 2T-10" f I I TYPICAL I I=- FINISHED GRADE -I V 1 • a • III- 4" DIA. DRAIN TILE -1 1 2'-0" .3TOA OF H (TYPICAL) WALL PLANTING DETAIL SCOTT/R. CIIII, Z Lic. No. 035791 a Poo In6/1/22fv4 S Q-S G S I1 Arnr. E z 0 r^ d_ _/ CIO U ZLU W O0 z -H N N U) w LU W ce Z 1 ( d F i LU ` 1 ! o W o i W ! F- PL ; i z z O i ( W I � i co cM z N ®Ma �J^ N w O N N NLuV J LLi J mm J J z c H� LLI u J o Q Q = r� cz U w ' U ~ Y O O z Lli .J w J LIJ I-1 (Y Vl//I-� � W O LuO O 0 O N LU JOB NO. 182150 SCALE AS SHOWN SHEET NO. 15 Ub f� TRASH ENCLOSURE - FLOOR PLAN A52.01 ONCRETE :ESS WITH DI.. TRASH ENCLOSURE - SECTION 2 2 1 /4" =1'-0" 1 Y m NOTE: 2. SCREENING METHOD FOR THE SOLID WASTE AREAS, AS SHOWN ON THIS SHEET, SHALL BE COMPATIBLE WITH THE MAIN BUILDINGS. THE MATERIALS FOR THE TRASH ENCLOSURE SHALL MATCH THE MATERIALS FOR THE APARTMENTS. 2. THE TRASH ENCLOSURES WILL REQUIRE A SEPARATE BUILDING PERMIT. 3. THE TRASH ENCLOSURES SHALL BE COVERED WITH A ROOF ON THE STRUCTURE - SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS. COORDINATE CONCRETE LANDING & ACCESS WITH LAYOUT & GRADING PLAN SHEETS GROUND LEVEL ,$ 0" LIGHT FIXTURE COORDINATE CONCRETE LANDING & ACCESS WITH LAYOUT & GRADING PLAN SHEETS TRASH ENCLOSURE - ELEVATION 5 1/4" =1'-0" 5/4 X 9-1j FIBER CE TRIM LIGHT FIXTURE _ GROUND LEVEL h 0" M 12 01TRASH ENCLOSURE - SECTION 1 114" =1'-0" 5/4 X 9-1/4" FIBER CEMENT TRIM LIGHT FIXTURE 5/4 X 5-1/2" — FIBER CEMENT TRIM FIBER CEMENT PANEL ON FURRING STRIPS 5/4 X 11-1/4" FIBER CEMENT TRIM p TRASH ENCLOSURE - ELEVATION D 4 1 /4" =1'-0" 5/4 X 9-1/4" F 5/4 X 5-1/2" FIBER CEMENT TRI CEMENT TRIM 5/4 X 5-1/2" FIBER CEME TRIM FIBER CEME PANEL ON FIBER CEMENT PANEL FURRING COORDINATE CONCRETE I ON FURRING STRIPS STRIPS LANDING & ACCESS WITH LAYOUT & GRADING PLAN 5/4 X 11-1/4" FIBER 5/4 X 11-1/4" SHEETS CEMENT TRIM FIBER CEME TRIM GROUND LEVEL / Q TRASH ENCLOSURE - ELEVATION H" 1/4" =1'-0" BROOM FINISH 6"x6" W2.lxW2.1 WELDED 2" WIRE REINFORCEMENT 7" CLASS A3 CONC. WITH A STRENGTH OF 3,500psi AT 28 DAYS (MIN.) 7" 21 A STONE �;�!�\!� —COMPACTED SUBBASE DETAIL - CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON —SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. PAD SHALL BE SLOPED TO DRAIN. TRASH ENCLOSURE - ELEVATION E 1 /4" =1'-0" COORDINATE CONCRETE LANDING & ACCESS WITH LAYOUT & GRADING PLAN SHEETS G SCOTT/R. 0-LLINS'Z Lic. No. 035791 n A 6/1/22 sv4j z O u Z" w 00 0 W F- z W 0 z V a g a w a o 0 0 J � W W o z w 0 F O o w F J L z Q O w Ln m J W Q Lu W d 0 W w L LEVEL M o co 7 dm N co N CD W� N N W> W _ z J J U) w L9 z� W� Y GROUND LEVEL On ul j W H JLLJ JQ O 0 O N u _GROUND LEVEoL„ h m Y ;�l i U 0 J co J 0 0 LML W J Q Lu z U1 Lu 0 0?j Lu 0 Lu 0 J z Lu I- W J F JOB NO. 182150 SCALE AS SHOWN SHEET NO. 15A * 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 I v w w .,1 \ ° -3F EXISTING STREET TREES ALONG ARCHER AVENUE I n I I I I I BROOK ILLI APARTMENTS LLC TMP 46-19B1 'DB 5133 PG 445 i8 19.05 AC. I � /C-F i6' E/P-F I BLOCK 4A I T r, w W 'W W Vs, '`-: W :WSW -W y .. W 20.708 AC. LANDSCAPING NOTES: _ ��_��. o.MATCNLINE` y . f-,,#,� 4z'* CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY ILINE SERVES AS LIMITS OF CONSTRUCTION. �.,-e..-----___ tt--r��'` J'C� SHE�_�� .... I �:>. 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 TREESCO —`—`�` - '� I ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND '-' -'` - 109' RIGHT- - vy [�i_--_--_--_-_—� I..I. ADVISE LA AND TREE ARBORIST IF ANY OCCUR. Ci Lic. No. 035791,E � _ 6/1/22 _ - - l - _ I I. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY O TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK �' 1 - 3> S G / ----------- -- _ - -.. SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY SIONAL — — — — — — — — — — — — — — — — — — — — — — - — — TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 5)III ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A QP — — — J MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE - • I DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. SIDE SETBACK b I s---------- --------- - - - - - - (34)IG -- -- - �.-I-y. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). PROPOSED , (1)OR I \ �35)IVL� - -- BOLDINGN1 I 3 I CONTACT LANDSCAPE ARCHITECT AT THE TIME PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE - I I UNAVAILABLE, AND FOLLOWING INSTALLATION. ALLLL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF [ ORDERS. F L 11 11 I i / (4-STORY I LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO , ° I I PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. [ / I (2) OR 62 UNITS) (3)Qs 1 I 3 I I / PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. z [ I O [ 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 1= [ V RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE- SHREDDEDHARDWOOD. v • 1/ 1 v1 BLOCK 1C CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY z LU PRIOR TO ORDERING. / z 1 1 I 1 / 0 0 i { I I ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION, CURRENT OWNER, OR APARTMENT in [ Y `♦ 1 I b LANDSCAPING AND MAINTENANCE STAFF/CONTRACTORS. ,w > [ ' I PROPOSED PROPERTY I V) L 11 BOUNDARY(TYP.) e (y - / Comity of Albemarle IComervation Plan Clccktiat To be placed on LaMscape Plans > (1) OP / (Handbook pp lN-284-111-297 for complete specifications) f •e Q (2) CIS V I r x _� - I � I I L The mnaame lam: anaB been. an me at..; Uj i �BLOCK 16 Tre robe a ea, t r----------_- ----- I ZI Limits ofele (° e / azivg ;curs'd dujhnc aftremto be saved), (3) CC % I. / / ®L�amnmatypcorpr mon f aog, 1 I ? / I j / O,adechmigegn ng keewensorwaus; p 19 Pmporea trenenchmg orwm,eliry beymatllo limta oeelearing. �sf• �. / I z. m.'Il :• __ JL�f __ PROPOSED PARKING, ID All taesmna saved shalbenaarea.,dthprmterribbm, ataneignteleadyvraiblemegwo, pvusao,,ma. 1) LT ACCESS I / ID No Bruhn, shall bs i mat the noes mmidrg has been inspected and approved b, a County hupector. n _- lilt r LANDSCAPING,& I / 3. PrrconstrurtlonConrerence .` =/MAINTENANCE J / O Treepresen'aaonmapromearn,neasnas,nallberevreWea„ammeeoramMoronsae. = _ 1 EASEMENT(TYP.) / 4. EaoloneR Ooeratlonand SL,rm / \ II ` - /„,� _ - , u Heavy agmpmmr, vemcm�nanm ana srrnage or conanumm mmmms mc, g rsammor p rmo anmm me pun®or neea /,JdIj�IIIhIIYpSTa �J _ mbe raves O CD O CN 5 Sol] Trade. and Seermwater Det,sum. Devkou Q \ I 1 \ \ I I (1)LT (B 1'� I / / / ® soeh aoriess shallmtaavorsaly atre xtreesmbe aaeea. 0 \ \ I Pi (1)OS I / / / aes are note tted wam lW feetafHe p eoftrceamba saved ) -I 6 o Firer: 00 l0 &7 F entr dri fin -- _ (27) PL (21) IV (1) LT o ro.remater®b: 18' / / ® Toucmatmals shill mt be atcred within 100 feel of tw ddpfine of[rees to be rived. - - (7) AR 450 II -4--- , - -- _ _ _ _ � � / B. Protective Tendons: F/C-F/C - - // / LI Treestoberdwi thin40fWofaprgmc btildingorgradtnpacfivitydiallboXoteaedbyfendng L - - - - - - -"� ' )1 11 / \ O Fenanp snail be u. place and shall be impcmd erW approval by a County Ixlapcmrpnor mg.admg construction m 16 9 T W 11 :Dl F/C-E/P -- - - -- -- ` • -----` 1 - - - - _-----//-- -, \\ / ®eWhm NegromdkvelmostberaisedwMninedripWeofalmetcbesaved,atre Usnallbeprovrdedmdacor obonde I subivi� • - - _ _ - _ - - _ - _ _ -\\ 1 Cree W are d or appnvel. v, \V B. Ll Whhremnma goamdlevel nstbslowemaw nmeddplineatreeto as adavoewAlsMbeprovided, auaacommroaon deal L 9 0.� 8 - i - -- -- T — — — — — — — — — 1 PP I / nr ti LT (1) LT / I (1) L ' I 11 L Trenmhm,nd Tm,,dme: .. - _-- �—� I ' � When trencghinisreuired within melimr4 ofclemr�it slWl be conpe as faraaafromry Na trunksg ofhaea as yosdbtaTmm. elin � 57 V I _ — 93 " I2QC� N z ® Pmtediva fmci shall ba Ne lastrtems removed dmi the mtat deerru 13. .0 Dnameged bees skull reatedimmadialely by pruning fecthaior ce other mdhods remmmmded by a tree specialist. Treese • - - -- - - -- ----- - - -- - - - Y -- - - -- -- - - -- ----- -- - - -- -- - i / NOTE: IT ISTHE DEVEL FEE'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION / l' J I7� J / REQUIREMENTS. ® ® ® ® ® ® ® ® ® \ I I ® ® ® ® ® ® ® / 10/15/2021 (�J ° II II n II n II II II II II II J / I OWNER SIGNATURE (DATE) CD I 1 I II u 0 II n II n II n II II I / W I I I u n _I IJ IIliIIlI �—Ia1I1 IIIIIIII unI1I1 II1II1 uau InnI nnn IapI nnn nInI 1 • ','` II r II 1 I CONTRACT PURCHASER SIGNATURE (DATE) L® VN /� ____ ____ III ___ II II 11 n n II n II n II n s/uOfi FJal oil 4/ � _T _LL _T _�� T _�� _lr —� —T_ T _�� _T _�_____ I e. _�_T _J EXISTING APARTMENT !; ;; — EXISTING APARTMENT ! I 5 " - II II II II II BLOCK 1A I �UILDINC� II II I I PUILDING� I i IL I u u n u n 1 ------ ----------I�----- ------ ..� H ______+----- ------ +------- (y[b - 1 J II 11118 UNITSIJ II II II I I 114 UNITSI ' W 1 11 11 I u 11 11 11 / 1 1 u u u u u u n I I i i I I i i I I 448 lil 1 II li lu II I 1p1 1 1 1 1 „ i i1 i1 u 1�1 n I I I 1 1 1 1 I I 1 ilk \ _ a� .:I :.. .. / � / I '1 1 i� > I II Q I I p. n. I I ° —,n °s 11 ! W 1 1 J ... ° - -- - - - - - - \a q42 /--�---- \ \ \ \ SIGHTs ST = { I I I I Q Z� - 80 o J Z $Q � � m wow yw I� z a w w IGHTDISTANCrE-z8o w �w EXISTING \ \ a< ,--I -L--W -------- - x IJI , s \ \ \ SALAMANDER STREET / / U U wV� Co I i AD l e• e ° e ° -- --------------_-_-_-_ -- ------ LU o ------ ---- - - \ �T� — — — _ _ EXISTING STREET TREES � r � j— — — �— — � � \ \ W J ALONG SALAMANDER STREET \ I I EXISTING SALAMANDER STREET / / 1 \ — — - -- - _ — -- — — �— — — ii--- _ _ __ \�----- \ \ \ TMP 46-18E3 I' CURRENTLY UNDER CONSTRUCTION CEMETERY / I BLOCK 8B \ STANLEY MARTIN SEE PLANS UNDER — _ COMPANIES, LLC SUB2o18o0115 I I l -- - -- - -- -- -- -- — — — _ — — — — — V - - DB 5492, PG 476 - / - BLOCK 6 _ — — LU � "� I 1 � T 46-18E1 I I - -- - J 1.947AC. / / I-------- \ \ W _____ TMP 46 18E2 MANOR HOUSE LOT __ _- -- -- — LU III UGH \ r — STANLEY MARTIN l l / j , CHARLES R. HA & / l / / — — — - \ \ \ \ \ \ \ \ I I \ I COMPANIES, LLC / DOUGLAS'B. OGLESBY / -- l DB 5295 PG 636 \ I F- � DB 5492, PC 476, 5.454 AC. \ 3.179 TREES UP T04' CAL. SHALL BE STAKED WITH 2-2'Sc2" 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 — 2" xa" HARDWOOD STAKES, ALIGN TOPOFSTAKES — MULCH SAUCER CUTAND REMOVE BURLAP FROM TOP a/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 * 25%= 42,072 SF PROVIDED LANDSCAPING CANOPY =49,101SF(TREE CANOPY ONLY) TOTAL BLOCK 1B PARKING & CIRCULATION AREA =139,584 SF REQUIRED PARKING LOT LANDSCAPING=139,584 SF *s%= 6,979 SF PROVIDED PARKING LOT LANDSCAPING = 2o,o88 SF WITH THE FOLLOWING (62) TREES (24) AR, (2) QS, (16) LT, (15) CC, AND (5) QP REQUIRED PARKING SPACE/INTERIOR LANDSCAPING = 391 SPACES * 1TREE/10 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 UI NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE C:) STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S C:) 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. 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 W Of _ a U 10B NO. 182150 GRAPHIC SCALE SCALE 30 o 15 30 6o j 11=30' SHEET NO. ( IN FEET) 17 1 inch = 30 ft. 11 \ �11 — 1 PROPOSE DSTREETTRLES ARCHER AVENUE EXTENSION ROADS PLAN (SUB202000082)\ EXTENSION OF ARCHER I APPROVED ROAD PLANS SUB20: / BLOCK 4B \I \ I II , � 11 BROOK ILL I I I I APARTMENTS LLC TMP 46-19B1 I II DB 5133 PC 445 19.0 i AC. ° IIIII III 1 EXIISTINGSTREET TREES LING ARCHER I V INUE II II I II I II II I I I II I I I I I I I I I I I EXISTING ARCHER AVENUE. CURRENTLY UNDER CONSTRUCTION SEE PLANSUNDER SU 201700127 I I I I C I I I I — y y- — — J -�-- — y y y y ASSOCIATION INC -V _ y — — STANLEY MARTIN y �_ \ TREE PROTECTION FENCING \ \ \ TMP 46-19B9 \ \ �— — y — y` ` / y, — — — y — — y —�\v COMPANIES, LLC 47 \ �� y� TH OF yV DB 5512, PC 303 y y y / y y �' y —y— s �` TMP 46-19B7 y _ �j� 50.72 AC. y -V— — — —�— : — — y y�y _ '� t '� y\% DB 5355 PG 747 y ��-� s- O' �9) \ \ \ \ v—� — y y / _y / \ \�� y� y y `� 3780 AC. �470 y OSCOTT R. LINSZ ' �. \ - 1-1 _ IJK / y L� Lic. No. 035791In / \ \ EXISTING PRESERVED �"_ y- �- -V _ J V y. �\_v y. 40p. \ y �_ -. ` -SLOPES (TYP.) _ .� y/ — _ y \ \ \ _ - y. -_ yy_ \ "dpo 6/1/22 (IFOS \VjjAT&LINE (5) JV _(7) LAP — y — — — - -- y ---yi ��-- y y / \.y y�\ �y BLOCK 1 y ORAL y B K 1 —SEETI=ffSSHEET �� ` �--- —�� _--y— --''— — \ J;.�\\�y`y 1 I ` = 3)OP� — --�.- -.� --- PROPOSED —V `, s s y y y y/_ .yy — = APARTMENTy� z z BUILDING #3 �� Al A \ � _ _ _ _vg w x X / (4-STORY (1)n5 + �— ------_----- ---� __-- y �� .� z o Ln 79 UNITS) (s)IJK �_- \� y g < --- - - `�v� A yy� a z - — — _ — - EXISTING VEGETATION TO ( y y O a O ,. - _ AREA A / (1) PY — - I y _ _� - __ \ � REMAIN WITHIN \ \ y w H v — — — — — GREENWAY \� �. z w w \ — \ \ — — — — (6 08o SF) \ O o - -- iMIXTURE OF DECIDUOUS & -EVERGREEN TREES w0w o ----- �OTECT ING A _—_ o -- TREE �ENC � \ � o O > 0 \ \ \EXISTING VEGETATION TO �/� w p \ I. ---- REMAIN -WITHIN V/l m Q z g / fs . - _ \ \ \ I I I'. ,.PRESERVED SLOPES . \ H z m �� , ♦ z) OS \ \ — ® (9,300 SF) \ j .c cl) OS (1) OP A ' - { II ! MIXTURE OF DECIDUOUS & \ w W x ♦. < _ - _ �.� A ,x / _ 1 ! IVERGRE NTREES \� a I V ♦♦♦ r��:.�, (13) PL (lo) IV \ \ \ ��/ / / �\ /m" ♦ - �� I/T ! ELn XISTINGGREENWAY(TYP z j Q ° TREE PROTECTION FENCING - AR - -1 I - -�. - .N N I (1) LT (4) I (19) A V \ rV o rV F (1)LT 1 `I I �. / I 5 / I / I I ' v = IJK �� r-4 N / / I / / / / x .� 00 C) kD (5) JV (7) Ili THiS SHEET )V (6) PY I a kI,X (4) PY I I _ - _L9 11r, WINNER ---- I(6)QP-I\�- w _ W_ _ W w w 'w -w w- w i \ \\ \\ \\\\\ 1 \ Il \\ \\ o --- b)cC- - - — -- — N II --I-- ---- --------------'-^---^--.--__ � 1. ----- -- \ �. \ \ � /'\ � uj GRADING ASSOCIATED � _ — N \ / WITH THE APPROVED — — — — \ \ /� \ BROOKHILL SECTION 1 \ J \ \ \ />' ' -MASS GRADING VSMP I Q 1 PLAN WP0202 -000 i I \ff Ld - - - - (3)AR (5)IV 1 L(1)LT (?3)IVT I _ffTT \ \ J (z)OP— \ �. - - ---- MINIMUM L Q OL 1I 0 I /\/\� J z 46 i�/// Q I. �, \� \ (PROPOSED PARKING, / \ / / \ /\ / / \ / — - U (1) LT I IACCESS m L Lam: �, I / , LANDSCAPING, Lv e w w w w \ w r (1)LT------"---^------�_ / / MAINTENANCE z X /� / / / / / / EASEMENT(TYP.) PLANT LIST Q g (1)OS PROPOSED PROPERTY \ \ / / / / SYMBOL BOTANICAL NAME COMMON NAME SIZE CANOPY QUANTITY TOTAL BOUNDARY(TYPJ CANOPY TREES 5) b I \ AR ACER RUBRUM OCTOBER GLORY OCTOBER GLORY RED MAPLE 2-1 2" cal. 397 26 10322 J / H w. 1 URIODENDRONTULIPIFERA TULIP POPLAR 2-1/2"cal. 387 16 6192 Lu H� -- - QP QUERCUS PHELLOS WILLOW OAK 2-1/2" cal. 370 27 9990 I PROPOSED SMALL FITNESS \ \ r ENTER AND CYBER CAFE ON � i ' I \ � � _ _ _ � G / GROUND LEVEL (2,65o sfl I \ \ \ \ - — CS QUERCUS SHUMARDII SHUMARD OAK 2-1/2" cal. 329 11 3619 / — — — \ \\ \ _Ll UAP ULMUSAMERICANAPRINCETON PRINCETON ELM 2-1/2"cal. 397 7 2779 J �LJ O PROPOSED �i Lu \ RTMENT BUelf ILDING ING#2 - I - (1)O /,, UNDERSTORY TREES ° \ ---- ---------------- 1 CC CERCISCANADENSIS EASTERN REDBUD 6-7'ht. 124 14 1736 EQ \ e 2)OP (4-STORY - \ (35)ivL 64 UNITS) I / \ \ \-- ---- (34)IG - - - - �' �I I _ _ i PY PRUNUS YEDOENSIS YOSHI NO CHERRY 6Tht. 99 23 2277 III, 5'SIDESETBACK SCREENING � L — \ILEXOPACA'JERSEYKNIGHT' JERSEYKNIGHT'HOLLY 6-Tht. 56 24 1344 w J d \ _ •' - ,�— _ JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6-T ht. 16 21 336 w w w So' - '(5) P I' SHRUBS d v= \ JOB No. GN� �w w w � w w / w w - �w I IG ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 2.5 min ht 23 68 1564 182150 --- I�' -- - - - - -- U GRAPHIC SCALE IV ITEAVIRGINICA'HENRY'SGARNET' HENRY'S GARNET SWEETSPIRE 23minht 64 58 3712 SCALE 30 '5 30 6o IVL ITEAVIRGINICATITTLEHENRY' LITTLE HENRYSWEETSPIRE 2.5'minht 64 70 4480 1"=30' SEE SHEET�17 , I I PL PRUNUS LAUROCERASUS'SCHIPKAENSIS SKIP LAUREL 2.5' min ht 10 75 750 SHEET NO. —._. ' IN FEET ) -- 109_RIGHTVYAY_---------- I ' f 1 inch = 30 ft. i TOTAL: 49101 1 S ^T— t t t s t t t I'I I' I i 1 1t I +• x I I r. I I I • w I I 0 Z U '�� I III IJr fN I 0 VENTS LLC 5 PLAT) EXTENSION OF ARCHER) APPROVED ROAD PLANS BLOCK 48 BROOKNILL APARTMENTS LLD TYP 46-19B1 OR 5133 PC 445 19.05 AC. EXISTING ARCHER F RRENTLY UNDER CONSTRI SEEPLANS N �,.✓ �� _- v v v v v v v v v\ v v v v v v v v v v v al OV �v AA v I I ( � t � y. v v N v t •b 1 v Q vim v Tn` v v v v v y v EXISTING GREENWAY (TYP) --- BROOXNILL MASTER >m�yy y vv / v v y v v 0 ASSOCIATION INCANC v v v v y u y v v I —� � v TYP 46-19B9 ® v v DB 5512• PC 303 %72 AC. Jh f I s 1 r 15 EXISTING PRESERVED + y SLOPES (TYP.) v v Y 1 * k MORE m mMORMON m m •.: � I �`� v -. v _ v v v v v v v v v d 1 v--�..y v v PROPOSED I^ nl m APARTMENT F C' ® v y .. r. ., `Z k � ® v ::•< BUILDING#3 ®® y j (4-STORY f \ I �l 79 UNITS) vy � v v - I v v v v v y k k I I y y v y v I I v v v v z I I y L.I n — — — — — v UE.xIi ERI g a (2) Wo A �IIIIIII'�IIIIII� o F - I. u MM1 011 l DNIiJE�•1�goEel •••tAj&rQ-=Ks•••0i.est!I�� . (i) S �'MMIMMM�M/Sac_v7I./ i %r (z) SLA4 (2) SLA4 I I Y I v►PROPOSED SMALL FITNESS —CENTER AND CYBER CAFE • GROUND LEVEL • — a 11 • IPROP SED A '�d1 •• e�i 'k dli 1 • APARTMENT BUILDING d tri ': �dsd d• • (4-STORY UNITS) 41 • ••64 SIDE SETBACK � •�/Ply,-NP�1 i I I I I I I I I I I I I I I II I ICI ,I _ CROCKETT CORPORATION ° 0 �' ApCE°1ao O P7 TYP 46-IBA1 DB 5274 PC 376 20.708 AC. EXISTING - - - - - - - - - - STELLALANE 'Ig1ATCNLNE (PUBLIC ROAD) ---- -- -- ��•�---- - 109 RIGHT OF WA - ;__ — o - - -,I --- --------------------------------------------------- ____561DE SETBACK__ °. PROPOSED '•- _ APARTMENT i BUILDING #1'"� i (4-STORY 62 UNITS) li. �•j" i x III I I I I I li � I BLOCK 1C I k III I I SLA4 2) SLA4 2) SLA4 GRADING ASSOCIATED / Ik/11. WITHTHILL SECTION J/ MAS VSMP Ate", PLAVED N (WP02017-000N) 5SED PROPERTY DARY (TYP.) 0 APARTMENTS LLC TYP 46-19B1 DB 513S PC 445 i8 C F/ 16' d6' p ' E/P-F/C JECH 5 BLOCK 4A PROPOSED PROPERTY Na k to' BOUNDARY (TYP.) I m pr II 1 m: BLOCK 1B I I TMP 46-19113 (2) SLA4 (2) SLA4 CROCKETT CORPORATION DB 5011 PC 170, DB 5107 PC 148, DB 5121 PC 644 = 37.612 AC. I I �� _ __� _ (2) SLA4 (�) SILAI l? li ;tom I(2nV SLA4 J , o l� _ =- ---- �I NOTE: i. 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. I I I I 1 1 1 1 1 I I GRAPHIC SCALE I I so 0 25 so Roo I 1 1 ( IN FEET ) 1 inch = 50 ft. `GARDCO Site & Area EcoForml by Os ignif y ECF-S small area light Gartico EcoForm Gen-2 combines economy with perfcmnence in an LED area •'eef lumnere Capable of delivering u to 28400 lumens or mom in a compact low 1ao.nw. Pe 9 P P features LED lInnovative retrofit offers anewifyin ofcustomer rsion to LED r�xw features eliminating the need t retrofit arm kit, simplinal holes fying most site conversions to LED Integral cortmtems a•ailablefrfuro drill ther eneros mos[exkludesting Ses. rceTag.n" cnovatve way provide for further energysavings. Inclife of the produ t. our as.- innovative way to provide assistance throughout the life of the product. OFEering ldo, mample:ECF-5-54L 900-NW-G2-AR-5-120-HI$ W ECF-5 L 1A - UNV M90 IS BZON ssm rea as rue: W 1ae u wwaaw Real sp P aeNwiNpmIIIF$SIOMe.. OaaN XaN mwNaew'Eaaaura .. DMNN wxaw ca•raeewe' oo: moonrana was. users° ''aM'.e 2111 TW memw'aNNam 7:.da R MOemm axwrset TpmA Gxxa . Z!N RVNWMsass MO �a4 aeMa! as eda9eU Wlas >]A MANE fe 31H eilYSMru awass, ]14 WNA0 r�1 RYMGR0Am.zoo asseq1R wavocaarA 1e]w mCPo -couapse eq lA ANYsea b9k`MRurNR YeeareAa iemMcows um,e wNmwea sH ua^eaDmmyras, wu'io-sew Ilmuw sn9sap. :N. 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Noo.w.w..eh Pwtow vvo nnove.'.. EGF-S-EwForhy..4emell OUIB papall. i%Wi• Philips Gardco 111 LED mini sconce luminaires ere compact in 6ize, perfect for low mounting height well mou ht application•. 111 LED Wasters, ere desgnad um.eoa. tointegrateneturallytowallsurfaces- 111 LED Iuminainisamanciilablewith cox thme(3) different distribution patterns. providing full cutoff performs no. (in the normal downlight position) and featuring LED arrays.Luminaires provide performance excellence and advanced Philips Gartico LEDthermal ^• ate management technology. High performance Class l LED systems offer potential xom. energy savings of 50 %or more compered to HID systems. Ill LED luminaires are also available with 0-10V Dimming. Ordering guide mm a.mt 1st saw cw ax x Uxv Do-w Iss A--1 Lic. No. 035791,E 1 6/1/22 l S G S TS INAL E 0 _ Cow o ND Ill 111E E16 = SSo WW-Gp 3 U11 PCB Bc a. N.. Notcoawlr p.n ,wvrm-mv ro momrema s�,mr..,m assioua `mMub S SSCmA [Fe 5A]LA[a ailNw WDL 1. 'o, •' pID.x'N' V/ wmwtm own"alp awas"Ra as sea le�nvoa m rmi o-rwamm.• n mNrmnaa r ID°1° owe apoo. rt as pas Exuawary as Ntna eo=m a raper umaRaom e e MOM a0 Nw •a pPYNenB Bwe W.e Wem NMh anNnor-onL pI T!Y IX4Nwap aRGaMGon Rmnrkn 2Rl Notawpow to keew 6 allupglew NeNMWmew 1® ft.. solmot.•Nvow. yavttow, N••—•aYee \T/ nm.bwow cerew uE � r a Pb,R N a� " ,ar astowa mm Gw /•a� R no"Nowas 11� co apam•N aN emw J 1. Rwd•eimpa[aWlwaN mmarWpn 1 xaat aem•raIDDaW n m.vncarorthelumlaenwHtn.ne2ae- O 1 1 1 s ■ e s-11/ID' Re.wpm).w..m.bu,Vng WttamaRe 1JSpan Nwn poM[bnl. SplkenmuntwameNbtrsa N L swootba 5—nal by ma,d '(6,utmp papterW eytaeagm,uctu, laaomlew.11, rwdt. N INNNNNNNNN (wyomen)Nuctunllytatnewell. e� 30.J9 [m 1778[m ! / QQ U) _ W Q .o m Eo sp.r soon tons ooanorx \ //J)\ // Uloossassal LEGEND: a NOTES: J i. ALL POLE LIGHTS SHALL BE 2o' FROM THE O d L9 i GROUND TO THE PROPOSED LIGHT (� FIXTURE. THE 2o' HEIGHT SHALL INCLUDE ROOM THE BASE OF THE POLE. _ 1� 2. ALL LIGHT FIXTURES SHALL HAVE A FLAT e = LENSE. U 3. LAMP TYPE SHALL BE METAL HALIDE. LL 1 4. FIXTURES SHALL BE BRONZE IN COLOR. T--1 Y O J 5. ALL FIXTURES SHALL BE FULL CUT-OFF LIGHT FIXTURES. LU P- J 1.0 CO FOOTCANDLES W 0.5 Ul L J J FO FOOTCANDLES LU _ SITE LIGHTING FIXTURE SCHEDULE z 0 _ MARK DESCRIPRON MANUFACTURER MODEL VOLTS 011' WATTS P MODEL W ARE SIEMENS r ^ LED AREA LIGHT WITH TYPE 4 DIST., INTEGRAL DIMMING �/ / I)SIM AND 30DDK COLOR TEMP. MOUNTED 25'-0' AFG ON 32' PHIWPS GARDOO ECF-S-48L-IA-NW-G2-AR-4-UW-CM30-HIS-SK UNV 3 159 LID 159 I— O DIRECT BURIAL CONCRETE POLE (2) LED AREA LIGHTS WITH TYPE 4 DIST., INTEGRAL mommil LU O DIMMING AND 30001[ COLOR TEMP. MOUNTED 2)SU4 BACK-TO-BACK 25'-0' AFG ON 32' DIRECT BURIAL PHILLIPS� ECF-S-48L-1A-NW-C2-AR-4-UNJ-CM30-HIS-BK UNV 21 159 LED 318 CONCRETE POLE 0 C:)C:) N W J NOTES: F- DMSION 16 CONTRACTOR SHALL VERIFY All FTXIURE MANUFACTURERS, TYPES, OPRONS F- H AND FINISHES WITH OWNER/ARCHITECT/INTERIOR DESGINER PRIOR TO ORDERING. W H ^ W Luminaire Schedule Symbolns 4ty Label Arrangement Total Lamp Lume LLF Description M 31(1)SLA4 ISINGLE 119,018 1.000 1 ECF-S-48L-lA-NW-G2-4 Q-o-0 1211(2)SLA4 BACK -BACK 119,018 1.000 ECF-S-48L-lA-NW-G2-4 Calculation Summary Label I CalcType Units I Avg I Max Min Avg/Min I Max/Min Parking & Drive Area Illuminance I Fc 1 1.91 17.5 10.4 1 4.78 118.75 Property Line jilluminance I Fc 1 0.05 10.7 10.0 1 N.A. I N.A. S ]OB NO. 182150 SCALE 111=30' SHEET NO. 19