The URL can be used to link to this page

Home My WebLink AboutSDP202100071 Plan - Revision 2022-03-18SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: ZONING: REFER TO ZMA 2018-003 ,Bryan D. Cichoc]d Z U Le. No. 53741 0 SOUTHWOOD PHA BLOCKS 11 & 12 1- IONAL �Gti �f711 s 09000-00-00-001AO PARCEL AREA: 8.83 ACRES DB 3375 PG. 063 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 07600-00-00-051AO PARCEL AREA: 1.23 ACRES DB 4706 PG. 198 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001 DO PARCEL AREA: 86.80 ACRES DB 3375 PG. 063 ZONING: R2 RESIDENTIAL OWNERSHIP OF ALL PARCELS: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 LIMITS OF DISTURBANCE: 4.11 ACRES BLOCK DENSITY AREA: 4.68 ACRES (SEE SHEET C4.4) OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY WILLIAM S ROUDABUSH, JR. 1974 ROUDABUSH, GALE, & ASSOCIATES, INC 2003 ROUDABUSH, GALE, & ASSOCIATES, INC 2015 BENCHMARKS (SPOT ELEVATION) AT THE INTX OF HICKORY & BITTERNUT ELEV=451.0 DRAINAGE DISTRICT: MOORES CREEK TOPOGRAPHY LOUISA AERIAL SURVEYS, INC. P.O. BOX 340 MINERAL, VA23117 DATE OF PHOTOGRAPHY: 03/23/04 DATE OF COMPILATION: 02/02/07 SUPPLEMENTAL TOPO TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 CONTACT: PAUL HUBER, L.S. PAUL.HU BER@TIM MONS.COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT. TOTAL IMPERVIOUS AREA = 2.84 ACRES BURIAL SITES: NO CEMETERIES FOUND ON SITE. REQUIRED BUILDING HEIGHTS: MINIMUM BLOCKS 10 - 12: 2 STORIES NEIGHBORHOOD CENTER SPECIAL AREA: 2 STORIES PROPOSED BUILDING HEIGHTS: BLOCK 11: 45MAX BLOCK 12, BUILDING 1: 35' MAX BLOCK 12, BUILDING 2: 35' MAX AGRICULTURAL/FOREST DISTRICT: NONE MAXIMUM 4 STORIES OR 45' 4 STORIES OR 50' SPECIAL FLOOD HAZARD INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES[ ] NO[X] ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. FINAL SITE PLAN REF: INITIAL SITE PLAN SDP2021-00035 os/Zo/Zo2i COUNTY OF ALBEMARLE, VIRGINIA NOTES: 1. ALL PROPOSED BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (121 IN TOTAL). 2. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. CUMULATIVE SITE PLAN TRIP GENERATION WEEKDAY LAND USE ITE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ TOWNHOMES 220 46 D.U. 341 5 17 22 16 10 26 SINGLE 210 34 D.U. 389 8 22 30 23 14 37 FAMILY VILLAGE 1 TOTAL 80 D.U. 730 13 39 52 39 24 63 APARTMENTS/ TOWNHOMES 220 86 D.U. 641 13 34 47 30 17 47 BLOCKS 9 - 11 TOTAL 86 D.U. 641 13 34 47 30 17 47 APARTMENTS/ TOWNHOMES 220 121 D.U. 886 19 49 68 47 34 81 BLOCKS 11 & 12 TOTAL 121 D.U. 886 19 49 68 47 34 81 APARTMENTS/ TOWNHOMES 25 D.U. 185 3 9 12 9 5 14 SINGLE FAMILY 22 D.U. 252 5 14 19 15 9 24 VILLAGE 2 TOTAL 47 D.U. 437 8 23 31 24 14 38 CUMULATIVE TOTAL 334 D.U. 2694 53 145 198 140 89 229 C�fr1, Cr L CIO, Oak Hill Q� S� SITE LOCATION O Hickory S1 wn V Jackro O O VICINITY MAP 111=10001 DEVELOPERS: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVgqILLE, VA 22902 CX PIEDMONT HOUSING ALLIANCE 682 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 OWNER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 Sheet List Table Sheet Number Sheet Title CO.0 COVER (SITE) COA CODE OF DEVELOPMENT TABLES CO.2 CODE OF DEVELOPMENT TABLES C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 FIRE FLOW DATA C1.5 FIRE FLOW DATA C1.6 BUILDING ELEVATIONS - BUILDING 1 (BLOCK 11) C1.7 BUILDING ELEVATIONS - BUILDING 2 (BLOCK 12) C1.8 BUILDING ELEVATIONS - BUILDING 3 (BLOCK 12) C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.1 OVERALL PLAN C2.2 OVERALL PHASING PLAN 199.8 C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.3 HOUSING & DENSITY PLAN C4.4 DETAIL HOUSING & DENSITY PLAN C4.5 OPEN SPACE PLAN C4.6 EASEMENT PLAN C4.7 EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C7.0 STORM PROFILES C7.1 SANITARY SEWER PROFILES C7.2 WATER PROFILES C8.0 SIGHT DISTANCE PROFILE - HICKORY STREET C8.1 SIGHT DISTANCE PROFILE - HORIZON ROAD E1.0 PHOTOMETRIC PLAN - BLOCK 11 E2.0 PHOTOMETRIC PLAN - BLOCK 12 E3.0 PHOTOMETRIC DETAILS E4.0 PHOTOMETRIC DETAILS 11.0 OVERALL LANDSCAPE PLAN 11.1 DETAIL LANDSCAPE PLAN 1-1.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS TOTAL = 37 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE rSM N z 0 f f AM Z N N O * # # 1-- H H www Ln 2: 2: 2: w 2: 2: 2:0 000 0 err LU 0 0 0 w 000 U U U � U U U Q IN I"N p 0 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N/A V) U 0> a J" ww J � L 1- Q w U) Q m J Q LL n/ LL w = O r 0 0- U QU O 0 0 1 D 0 U) IOB NO. 47118 SHEET NO. CO.0 L TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL&PATH TRAIL&PATH REC.AMENITY& REC.AMENITY& TOTAL GREEN TOTAL GREEN TOTALAMENITY TOTALAMENITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONALAMEN ITI ES&CIVIC SPACE BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENITY PROVIDED CIVILSPACES CIVIL SPACES RECREATIONALAMENITI ES&CIVIC SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED P LAN(S) (ACRES) REQUIRED (ACRES) (ACRES) (ACRES) (ACRES) REQ. (ACRES) PROV. (ACRES) (ACRES) (ACRES) (SF) (SF) 1 1.80 5.97 0.23 0.00 2,000 LF CLASS BTYPE 1 PRIMITIVE TRAIL 8.00 10,000 SDP202000048 0.80 0.05 O.OS 405 LF CLASS BTYPE 1 PRI MITIVE TRAIL 0.80 2025 SDP202100062 6.75 0.19 0. 19 1691 LF CLASS BTYPE 1 PRIMITIVE TRAIL 6.75 8455 TOTAL 7.55 0.24 0.24 TOTAL: 2096 LF CLASS BTYPE 1 PRIMITIVE TRAIL 7.55 10,480 2 0.10 1.30 0.20 0.00 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 8,700 SDP202000048 0.29 0.03 0.03 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 0.29 1491 SDP202100006 0.81 0.17 0.00 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.11 8950 TOTAL 1.10 0.20 0.03 TOTAL: 1,790 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 10,441 3 0.00 0.00 0.00 0.00 0.00 0.00 $DP202000048 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 SDP202000048 0.00 0.00 0.00 0.00 0.00 5-8 0.00 0.00 0.12 0.11 0.23 10,500 4,415 SF PLAY FIELD 1,866 SF TOT LOT 500 SF NEIGHBORHOOD PARK 985 SF COMMUNITY GARDEN 600 LF CLASS B TYPE 2 TRAILSa 2,707 SF GARDEN � 4,000 SF NEIGHBORHOOD PARK OR REC. AMENITY 1,135 SF PARK 3,940 SF PARK 1,855 SF PARK 2,555 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS B TYPE 2 $DP202000048 1.30 0.11 0.62 TRAILS 0.97 27124 7,1005E PARK 5DP202100062 0.28 0.01 0. 18 107 LF TRAIL PEDESTRIAN CONNECTIONS 0.28 7635 TOTAL 1.58 0.12 0.8 1.25 34,759 9-11 0.38 0.00 0.50 0.13 500 SF NEIGHBORHOOD PARK 0.63 22,700 2,112 SF PLAYGROUND SDP202100006 1.64 0.51 0.32 2, 170 LF CLASS 8 TYPE 2 TRAILS6 1,059 SF AMENITY SPACE 4,4345E OPEN FLEX SPACE 6,779 SF REC. AMENITY 5,000 SF NEIGHBORHOOD PARK OR REC. AMENITY` 1,211 LF CONNECTOR SITE PATHS 1.37 23560 THIS PLAN 0.00 0.00 0.00 0.00 0 TOTAL 1.64 0.51 0.32 1.37 23,560 12 0.00 0.00 0.00 0.15 6,SOO SF ACTIVE USE REC. AMENITY 0.15 6,500 THIS PLAN 0.00 0.00 0.15 6,500 SF ACTIVE USE REC. AMENITY 0.15 6,500 TOTAL 2.28 7.07 11.87 1.05 1.07 0.39 1.54 10.41 11.72 58,400 85,740 aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11 `SPACE REQUIREMENTS IS CUMULATIVE AND MAY BE PROVIDED USING NOT MORE THAN 6 SPACES, NONE OF WHICH CAN BE SMALLER THAN 500 SF DISTRIBUTED ACROSS BLOCKS DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS TOTAL MAX. NON- DENSITY GROSS AREA BLOCK NON-RESIDENTIAL S.F. S.F. TOWN CONDO/ DWELLING TOTAL# BLOCK RESIDENTIAL NUMBER OF LOTS TOTAL RANGE RESIDENTIAL %OF (AC) CLASSIFICATION BUILDING (SF) DETACHED ATTACHED HOUSE APARTMENT UNIT RANGE MARKET REQUIRED FOR FOR RENT TOTAL %OF BUILDING (SF) PROVIDED UNITS REQUIRED DENSITY TOTAL UNITS UNITS UNITS UNITS REQUIRED RATE AFFORDABLE SALE APARTMENTS NUMBER TOTAL (DU/AC) (DU/AC) UNITS UNITS OF UNITS UNITS 1 GREEN SPACE & 0 0 0 0 0 0 0 0 0 0 0.0 0 0'� 0 0 0 0 0% $.0o BUFFER 2 1.30 0 0 0 0 0 0 0 0 0 0 0.0 0 0"k 0 0 0 0 0'� 3 NEIGHBORHOOD 5000 0 8 6 2 0 0 412 8 3-6 5.7 5 63% 1 3 0 3 38% 1.40 DENSITY 4 1.50 5000 0 5 3 2 0 0 5-14 5 3-6 3.3 3 60°h 1 2 0 2 40% URBAN DENSITY 5 RESIDENTIAL 5000 0 35 4 4 26 20 6a127 54 6-18 7.6 10 19% 8 24 20 44 81% 7.10 VILLAGE 6 NEIGHBORHOOD 10000 0 0 0 0 0 0 a31 0 a28 0.0 0 0°k 0 0 0 0 0% MIXED USE/ 1.10 7 0.60 NEIGHBORHOOD 10000 0 7 7 0 0 0 a12 7 a18 11.7 7 100% 1 0 0 0 0'� PLACES 8 1.00 10000 0 6 6 0 0 0 a17 6 a18 6.0 6 100% 1 0 0 0 0°� 9 1.80 10000 0 15 0 0 15 0 a61 15 a34 8.3 15 100'� 2 0 0 0 0'X 10 20000 0 26 0 0 10 16 11-62 26 6-34 14.4 10 38•� 4 0 16 16 62% 1.80 URBAN DENSITY 11 5.40 MIXED USE 20000 0 46 0 0 45 51 2a182 96 6-34 17.8 45 47•� 14 0 51 51 53% 12 3.00 30000 0 1 0 0 0 70 13-102 70 6-34 23.3 0 0% 11 0 70 70 100'� TOTAL 34.00 N/A 0 149 26 8 96 157 N/A 287 N/A 8.4 101 35% 43 29 157 186 65% PROPOSED BUILDING HEIGHTS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) REQUIRED: NO MIN., 3 STORIES OR 35' MAX. REQUIRED: NO MIN., 3 STORIES OR 40' MAX. REQUIRED: NO MIN., 3 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 50' MAX. PROPOSED: 35' MAX. PROPOSED: 40' MAX. PROPOSED: 40' MAX. PROPOSED: 37.6' MAX. PROPOSED: 37.6' MAX. TH �F � ryan D. Cichocki Z Lie, No. 53741 0 3/l7/n �Vw� �SSIONALO1 �irr s M E 0 o N N C > E w v E w v 3 ¢ a V 3 U. O w 0 m 0 W L M d J U oo Z .-I N N w -� O # # # fn > N N a H H H ?F 20 Mr V www 30 x N E �& 0 000 Ln = ry z U U U = v > O aui Ul ZZZ c rn 7 v w 000 � U U U a o w ui O LD O K x F W w N N N W 000 w N N F z N M Q O O n DATE 0511412021 O } DRAWN BY K. ROESER * FOR BLOCKS 9-12, 1.5 SPACES/ UNIT REQUIRED FOR MULTIFAMILY/APARTMENT RESIDENCES. • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. N 1� 66 1� ,1� W V/ J Q U � O MJLw W LU O m QLL a W O 2 � w � 0 zQ O O 0 Lij 0 0 0 0 `2 1 �O V/ JOB NO. 47118 SHEET NO. C0.1 PARKING REQUIREDANDPROVIDED TOTAL PARKING ASSOCIATED TOTAL PARKING pARKINGSPACE PLAN(S) LOTS HOUSING TYPE SPACES REQUIRED SPACES LOCATION PROVIDED 1A-ID, 2A 2B, 3, 6A- 6E, 12, 24, (2 SPACES /UNIT) X (50) ON -SITE, (2) ON 33, 34, (26 UNITS) =52 52 CARDINAL HILL LANE 35A-35C, SPACES 36A-36D, SINGLE FAMILY 39A-39C DETACHED (2 SPACES /UNIT+1 GUEST SPACE/4 (16) ON -SITE, (1) ON 18 HORIZON ROAD, (1) SDP202000048 4, 5, 8-il, UNITS) X (8 UNITS) = ON WARDELL CREST 37, 38 DUPLEX 18 SPACES (2 SPACES/ UNIT) X (39) PARKING LOT, (1) MULTIFAMILY(2)6-UNIT (20UNIT5)=40 40(2ADAVAN) ON CARDINAL HILL 13 AND(2)4UNIT SPACES LANE (28) GARAGE, (24) ON- (25PACE5/UNIT+1 SITE,(2)ONHORIZON GUEST SPACE / 4 ROAD, (2) ON UNITS)X(26UNIT5) � CARDINAL HILL LANE, 7A-7H, 14 =585PACES (2) ON WARDELL 23, 25-32 TOWNHOMES CREST 105 SPACES+ 18 (140) GARAGE/LOTS, GUESTSPACES = 163 (23) ON STREET/ALLEY 1235PACES SDP2021006 1-70 TOWNHOMES *(1.SSPACES/ UNIT)*(16UNIl'S) 24(2ADAVAN) 24 ON STREET/ALLEY =245PACES 70-72 MULTIFAMILY(2)8-UNIT (52)SURFACE PARKING BLOCK 11, *(1.SSPACES/ (11)ONHORIZON BLOCK 11 MULTIFAMILY UNIT)* (51 UNITS) 78 ROAD, (10) ON APARTMENTS (51 D.U.) =775PACE5 HICKORY STREET, (5) THIS PLAN ON SWALLOWTAIL LANE *(1.SSPACES)/ (110)SURFACE BLOCK 12 MULTIFAMILY UNIT) * (70 UNITS) = 116 PARKING BLOCK 12, (6) APARTMENTS (70 D.U.) 1O55PACE5 ON HORIZON ROAD HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SDP202000048& SDP202100019 Number provided SDP202100006 Number provided this (SDP202100035) TOTAL 1-2 N/A -Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 0 3 3-4 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 2 0 0 2 Habitat Single Family Detached Ownership 25%-80% AMI 40years 0-10 0 0 0 0 Accessory Units Rental 0%-80%AMI 10 years 0-5 0 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 0 0 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 0 0 15 Deeply Discounted Units Rental 0%-30% AMI 10 years 0-5 5 0 0 5 Habitat Condominium Ownership 20%-80%AMI 40years 0-20 15 0 0 15 5-8 Habitat Townhomes Ownership 25%-80%AMI 40years 0-30 18 0 0 18 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 4 0 0 4 Habitat Single Family Detached Ownership 40%-80% AMI 40years 0-10 2 0 0 2 Workforce Ownership/Rental 60%-120% AMI N/A 0-10 0 0 0 0 Accessory Units/Carriage Units Rental 0%-80% AMI 10 years 0-5 0 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 0 MarketTownhomes Rental Unrestricted N/A 0-30 0 70 0 70 9-12 Habitat Condominium Ownership 20%-80%AMI 40years 0-30 0 16 0 16 Deeply Discounted Units Rental 0%-30% AMI 10years 0-5 0 0 0 0 LIHTCApartments Rental 30%-80%AMI 30years 80 0 0 121 121 L_ Original Proffers X Amendment PROFFER STATEMENT ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-00-00-OOIAO, 090A1-00-00-OOIE0, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: _August 2, 2019 33.% acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMI) and TMP 90A1-1E (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00- 001A0, 090A1-00-00-001E0, 07600-00-00-OSIAO (the "Property") which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project"). Pursuant to Section 33.3 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 voluntarily proffered as a part of the requested rezoning and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017. 1. Removal of Proffers and Amendment of Code of Development for Biscuit Run ZMA 2005-00017 included on Tax May Parcel 090A1-00-00-001E0. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parce1090A1- 00-00-001EO are hereby removed and superseded by these proffers. Tax Map parcel 090Al-00-00-OOIE0 (along with parcels 09000-00-00-OOlAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails. Parks, Civic Spaces. a. Crreenway Connections to Potential Adjacent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase L upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, IMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth (100`s) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300 Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, a Virginia 7t�— compan By: Dan Rosensweig, Manager TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY MIN. 5' 5' 5' 5' 10, MAX. 25' 25' 25' 18'A 28,A STEPBACKD MIN. N/A N/A 15'E 15'E 15'E AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK MIN. NO MIN. 5' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACKa MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACKC TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPEI INGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19P / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE CESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF FOOTPRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. e IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. 0 THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (T) FROM THE PRIMARY STREET FACING BUILDING FACADE. D A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. FLEXIBLE USE STRUCTURES LOT GROSS FLOOR AREA (SF) HEIGHT FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. ,Bryan D. Cichocki Z U Le. No. 53741 `SSIONAL �f�rr s Z O f Z O a U m w 0 Z O in w LY DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. V/ U a 0 > J w J Q 0 0 0 `2 1 ,0 V / w m J Q LL }O z O U LLJ J a Z CLu G 0 LL1 W 0 LL 0 0 0 0 F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). c FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. L H IOB NO. 47118 SHEET NO. CO.2 LEGEND ROADS SEWER TRAFFIC STOP BAR m � -S� EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. S-SAN--QS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER 0 PROPOSED PAVEMENT EXISTING WATER LINE - • • CENTERLINE OF DITCH g• yy PROPOSED WATER LINE BENCH MARK R g• yy PROPOSED VALVE CLEARING LIMITS - iT! g• NI PROPOSED TAPPING SLEEVE -� R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) - - 200 - -- EXISTING CONTOUR GRADING 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB BC = BACK OF CURB TC 240.5 PROPOSED SPOT ELEVATION EP = EDGE OF PAVEMENT TW = TOP OF WALL 1Q PARKING COUNT BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT MANAGEDSLOPES PRESERVED SLOPES ACSA GENERAL WATER & SEWER CONDITIONS SEPTEMBER 14, 2021 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Albemarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. An portions outside the right-of-way or easement must be !� Y YP corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). Albemarle County Private Road Acceptance Procedure This is the procedure developed by the Albemarle County Community Development Department for the completion of private roads. The items in this list must be completed in the order given. 1. Tests and Inspections: Have all necessary tests and inspections performed by a professional engineer or geotech, or VDOT certified inspector. This should include, at a minimum, a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under -drains and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans andplats: Provide drawings of the constructed improvements according to the Albemarle CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements Y P sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as 'It appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be fisted. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. 15� COUNTY OF ALBEMARLE Department of Community Development 35. THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND VVITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 36. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 37. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 38. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 39. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 40. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING 0 TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50 /o OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated and for drainage to the facilities. g P 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 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 therequirements of P ( ) P Y Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2.1 (horizontal:verticai). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 1I1. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). ;r�yan �DCichocki' Lie, No. 53741 4011 s M E 0 rn o N � N C > E w a E � w v 3 ¢ U. t 3 LL O w 0 m J U 00 J - L6 oN to N V (� W wIr 30'x a LL Oa =� Ln _ N =v>M F ¢ . c Y00 N � M a� CDW 0 Z ,-I N N 0 U * # a H H H U W W W N ui 0 000 Z U U U 0 r U) Z Z Z w 000 of U U U F IN . N N \ Q n 0 O .ti DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. \U) i UQ� O>J MJ J Q a LU m 0 Q a 06 2 O U) UJ a D O O z O O 2 ,O V 1 JOB NO. 47118 SHEET NO. C1.0 L A LJ A R1-1 STOP *Reduce spacing 40% A 8 C D E F 18 .375 6 6 C 3 775 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12L 36 .875 12 12 C 6 15 48 1.25 16 16C 8 20 COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (REfROREFLECTNE) 1-1 MUTCD STOP SIGN DETAIL No Scale rlyl TOP OF CURB /��/�� 12" CONTINUE 21 B STONE BASE j c FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB (PARKING No Scale E VDOT A-3 CONCRETE NON -SLIP BROOM FINISH C VARIABLE WIDTH' MAX. CROSS SLOPE 2% o ` ° 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS c NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB � o 0 PAINTED 2% MAX. 18, 18, PER 4" VDOT PAINTED „ coGr STRIPE 9' 1 5' 1 9' 1 9' 8' TYPICAL I VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale M3KTT $M-WRE PwL1y $W - W RTE BAN ACCE 6' ABOVE FINISHED GRADE DADA PARKING SIGNS No Scale (TYPICAL) 9' REGULAR SPACE 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.OA 3" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT + 2" VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE I�I�I�I�I�wAmb,I121 I • • • DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale SIGN SIGN AND POST DETAIL No Scale STD. U POST GALVANIZED POST TO BE DRIVEN UV VCKCU 6T I"KIVIA I C 0, CIVICKUCIVI'T 1AUUM00 CAOCIVICIV 10 NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. PUBLIC ROAD CROSS SECTION No Scale AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) 6' (PLANTING STRIP) VDOT DETAIL NOTE: 1. VDOT ROAD & BRIDGE STANDARDS SHALL BE REFERENCED FOR COMBINATION 6" CURB AND GUTTER, STANDARD COMBINATION UNDERDRAINS (At SAGS AND LOWER END OF CUTS), ASPHALT PAVEMENT WIDENING, METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES), STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS, AND ALL OTHER APPLICABLE STANDARD DETAILS. ;r�yan �DCichocki' Lie, No. 53741 �f�rr s M E O O O U N � N = > E w v E � w v 3 Q LL o 3 p LL - W O N ^i � j U OMo W J —N d > 00 N (1 N 0 W w 30'x a 9W, ai LL pa �� _ N N =v>� F a . _ Y � N 2 M a� W J o w Z 0 a_ U U N W 0 z 0 U) > w Of N N HH W W 00 r r Z Z 00 U U DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. JOB NO. 47118 SHEET NO. C 1.1 a 2 c 0 d 3 c a D a00 x U 20 20 o2 E a o- 0 o= XB CO 3 Z 0 m oe � a o� �� 0 e§ o. dm 2 Y N X 0.0 016 °E 0 1215 O O 2 O 0 EO C 0 N O � a = �a 10 a o d w 0 m 2 O O nE E F_ L 1 x6CAF 1 x 6 TRIMMEF 2 x 4 RAILS FRAME & COVER (SEE FIG. S—I—D,E) mE °E ' NOTE, MIN. 60' DIAMETER MANHOLE F Ld STREET SURFACE OR E ' '.a REQUIRED. z NON —PAVED AREA E o w Z N E wm ® u eg 5 o M.H. STEP (TYP.> ' DROP MANHOLE PVC CROSS e SLOPED AREA '-m O A u o 2' USE APPROVED FLEXIBLE RUBBER CT ; 1'—O" MAX u Vp. E E� v I,{ aE a BO07. PSI CONC. BASE a I � e o NCH SLOPED TO FLOW a� \ g q 4' _ GASKETED a STOP COUPLING ANNEL 1/4" : 1' MIN �`?t4L RUBBER COATED STEEL M AE p. .� :4 3'-0" MIN E Qy s E g E o 27 I p STEPS CAST IN PLACE m yxy �, nmE 3 ,"3 di W y;. DROP PIPE 'e.ePIPE STRAPS .-� � ' (STAINLESS STEEL)L y \CONCRETE PRECAST REINFORCED •A SPACED EVERY SECTIONS 12 MIN "0" 2'' VER7CALLY ,�:js�wb BRANCH RING SEALS 16" MAX 11 a,U� d 90' RESTRAINED BEND ::a; 12 I I "~- -► MINIMUM ELEVATION o I SEWER / 7 7 — DIFFERENCE ACROSS M.H. 5" 4'-0" 5: E E E • PIPEVENT FROM INLET TO OUTLET n '. — SHALL BE 0.20 FEET. a D �Mrc a . MAIN 4 1f 2 CONCRETE u F�J_E , aa•' a a s e. SEWER DEPTH OF FLOWVARIES:M"°'PIPE,FILLETS CHANNEL TO BE �om0 PLAN 3/4 DIAMETER OF , CONTRIBUTING --="-- — PROFILE SEWER. °' ' ° ' ' ' a .: 12" O MIN. 6' BEDDING WITH NO. 66 STONE NOTE: ,, 6 A FILLETED INVERT OR A SMOOTH 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET' FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING Z 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTEDTO w BE CORED AND A FLEXIBLE NOTE W/ N0. 68 STONE A o� F THE DROP FITTING WITH STANDARD GASKETJOINT. H CONNECTION BOOT 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE E , E E sE o N E a E 5 E e E o w 3. VERTICAL DROP PIPESHALL BE STRAPPEDTOTHE MANHOLE AT PIPEJOINTS. STRAPSSHALL BE MADE OF INSTALLED o SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. o n io w Mu STAINLESS STEEL. - 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE H �u N 2 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT EXTENDED OR NON —EXTENDED BASES. w TO SPRING LINE OF MANHOLE INVERT. 3ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TYPICAL MANHOLE PLAN INSIDE AND OUT.. O O 6, VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. SHOWING BRANCH TIE — IN TYPICAL MANHOLE SECTION 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE SO" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. SHOWING BRANCH TIE—IN TYPICAL MANHOLE FRAME &COVER STANDARD INTERNAL DROP CONNECTION NTS N.T.S FIG. S—I—B FIG. S—I—A N.T.S. N.T.S FIGS-I-D FIG. S-1-C2 TD-31 TD-27 TD-25 TD-30 X 6 METAL POSTS 10 —6"� / j f (251. mm1�/ �V I x 4 METAL POST 12'-0" CONC. PAD 1 x 6 cln rn si• DUMPSTER VARIES 17'-0" TO 18'-0" OUTSIDE ELEVATION 3 SIDES VARIES VARIES .. 7 fIIIII IIII IIII TL NOTE: ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVATION 3 SIDES 1/ H CI F 1 x 4 CAP OVER OUTSIDE GATE VIEW INSIDE GA TE VIEW 4 x 4 METAL POST UNLESS )TED POST ELEVATION (4) 1" (25mm) DA HOLES ON 32 3/4. (834mm) DIA BOLT CIRCLE 2' (51mm) LETTERS (RECESSED FLUSH) a a r� � :at 27 1/2- DIA 1 1/2' [699mm] r [38mm] �— 26 DIA [667m67mm] � ` %� ( 24' DIA j � f [606mm] 1 28 7/1DIA [722mm] 36" DIA [914mm] FRAME SECTION 7' [178mm] 5/8" [16mm] 0 25" 13/16" [20mm] 3 1/8" 1/2" [79m0 13/16"3mm] 2 1/8' 3 7mm] [579mm] [97mm] [54f; i 3/8" [0 25' 0 11/16' 135MMI 9/16" O.D. OF GKT GROOVE r17mm1 r [14mm] SECTION VIEW 1/4" (5mm) DIA -1800 5mm 2,400' 1/2" [41 mm _r [fimm [13mm .63 DIA. STAINLESS STEEL ROD MCKSAR & LOCKLUG HOLE DETAIL NOTES: 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. 3. COVERS SHALL BE FIXED TO FRAMES NTH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT MANHOLE FRAME & COVER N.T.S FIG S-I-E GRADE TD-32 AIR RELEASE VALVE IMMER BRASS OR BRONZE PIPE BRONZE GATE 8"MIN VALVE EMBEDMENT ING SPRING LINE DRAIN TO GRADE -I' II OF PIPE IF LE NO. 68 STONE II — BRICK SUPPORTS OR SOLID CEMENT BLOCKS TYPE "K" SOFT COPPER TION STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON —TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12' AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS NTS FIG. W-9 FIG. S-3 NEOPRENE GASKET (2) WSHR 1/15 X 5/8 X 1 1/2 RUBBER PART# OD981M PART;[ 00961250 11X3 1/2 55 KPARTJ 2�t� 009613185/8 ID 1.50 OD 56 2) NUT HX 5/8-11 ZN NYLK 00981284 ~_(2) _(2) NUT 00981 XJAM 5/8-11 ZN PART(2) 1935R LOCK LUG (SHOFM PART# 00193565 LOCK LUG ASSEMBLY 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 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 TYPICAL SEWER PIPE INSTALLATION IN TRENCH ]cyan D. Cichocki Z Lic. No. 53741 M E 0 a o N m N > E w a E <a LL o LL w O m Q j U m W J —Lri d U) O N v ~ X af W N � 0 Q v N = N = U > � aL C O M N m 7 N M a� N J Z N N 0 # # 44, U W W W � 2: 2: E w 2: 2: E O 000 Z U U U 0 > »> LU > 0 0 0 U U U DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. C6 1� \) i UQU) O>J J _j q Q Q w m Q LL 06 O Cn zI_I_I O 0 ° Z O O 2 D O V / IOB NO. 47118 SHEET NO. C1.2 m L DUMPSTER ENCLOSURE DETAILS N.T.S. TD-20 TD-34 Am VARIES WATER MAINSZ M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS BOX TO METER BOX (SEE FIG. THRU W--7E). �-2' COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4' UNLESS OTHERWISE SPECIFIED BY THE ACSA • SERVICE LINE TO CONNECT AT MAIN WITH"x4"TEE • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTOFIGI FORTHRUSF 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. '• USE2500PS.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-60 ID-12 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS ATHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES B' MIN (2701 2' TO 10' 181 ALVE BOX 7 CU. FT. #68 STONE 42"MIN o 6" GATE VALVE I,.• •' 1 . . •. TEE .e 2500 P.S.I. CONCRETE BASE AND THRUST JI;�• BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR EN 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. 1T 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 4" DIAMETER BRANCH AND VALVE - WATER PVC SLEEVE THRUST BLOCK VALVE Ot�X M.J. FITTING-\ PLUG RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") vn0,rc I nlmnucu wururv.+ BRASS NIPPLE AND PVC o CAP LUBRICATE ALL THREADS METER BOX (SEE FIG. W-7) NO. 57 STONE 2' PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE f1A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-S a .° e 18 MN. • MN. 1 U wNGNT LOONG ASSEMBLYit 44° MIN. 37' MIN. , 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 - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SI A B C D E F V-9' 2'-3' Z-8" Z-8" 1'-V 1'-V 2�1 2'-O' 1 1/4-3' 1/4 Ir Y- V-0 2'-6' 1'-6 2'-6' 1 1 4" 3'-9 2'-6' 2'-0 3'-0 2" 12" ]'-0 4'-]' 3'-0' 2'-3" 3'-fi' 2' is" 3'-6" 5'-6' 3'_3. 3'_p" 4•_g" 2 1/2" 4' - 8 2'-6" S-0 2'-6' 1'-e 2'-8" 1 I V 8' Y-0 4'-3" 2'-6 Y-5" 3'-3' 2" 1/2' 10" X-2v 5' T-0 ?- 3'-9 2' 12" 3'-9" 6'-3 3'-0 3'-6" f-31 2' 18" 5'-0 7'-8 3'-3' 9'-0" 5'- 2 7/Y 4- 6" X-0" 6'-0 S-W V-3" V-3" 2 7 4' e" 3'-8 W S X-0' N-e" Y-9' 2 1 4' 41V to. 4'- 7'4 3'-0' 4'- 5'- 2 1 4 12' 5'-3 W- S-3' 5'-g 5'-8 2 1/P" Is' W_ 11'-013'--'J III CHART FOR UPPER VERTICAL BLOCKING 3" THREAD 1 NOMINAL DIAMETER EXTRA STRONG STEEL PIPE B N SECTION NOTE. BOLTS MTO FACEHCENTERR OF BLOCKS.S.�OR CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A IIIII, Top View -7 Q.: A , 6" MINIMUM 4' MINIMUM ° a 4" MINIMUM d• . A :A.. . a,. NOTE: RESTRAINED JOINT FITTINGS. ----- 42" MWITIL - - - - CertlRcatton of 95% compaction required d Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil or as approved by the ACSA. Side Mew a '4, .. .,A ° .I I.. II a 'A NEEMI I HLWiu v TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B UNDISTURBED EARTH 2 - 3/4" DIA ALL -THREAD RODS ��f�illll� MIN UNDISTURBED S ASTM A38 AND HEX NUT AMU A588 DYP) UNDISTURBED SOIL (TYP) WATER MAIN PLAN -CLASS A-3 CONCRETE ELEVATION 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-30 TDTD=B 3 ce JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES -101 10" 1 5' 1 1 ._. I 1 5'. I F WATER SEWER 's LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM r SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHDULD HE AT go" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG W-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Bza" IN B„ INITIAL BACKFILL B?4 I B MIN MIN. MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'MI INITIAL BACKFILL 4 UNSTABLE B' S B• 6" SOIL = MIN O MIN _ MIN MIN. #68 STONE .GRANULAR FILL AS z>= = APPROVED BY ACSA S A I bC STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. 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 TUTS FIG. W-2 ARM. n 1�► i ;TEE 1 01 I FOOR WYE - WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. M BEDDING AS REQUIRED 15 . a SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEET) CU.YD. CU.YD. BEND L H T L H T 90 2.50 250 3.01 0.24 4" & 6" 45 2.00 225 260 0.15 200 225 2.5D 0.15 221/2 1.50 200 2.52 0.10 111/4 1.50 2.00 250 0.10 90 3.66 3.16 3.21 0.48 45 268 266 277 0.28 8" 221/2 1.66 21B 289 0.13 3.16 2.91 266 0.32 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 TO" & 12• 45 3.33 3.58 295 0.43 3.83 4.00 283 0.52 22 1/2 2.33 2.58 286 0.24 11 1/4 1.83 2.33 2.84 GAS 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 ;r�yan �DCichocki Z Lic, No. 53741 41ni s M E O O rn u N � N C > E a E W Q UM o 3 O LL W O ^y m a LIM LM d J U GO Z .-I N N w - Ln 0 u # # a(A OL HHH V U W W W 3 0 Ln x N2: 2: E L,_ W 2: 2: 2: ai �s �ry 0 000 u uV Z =U >L`1 00 QLn c U) Z Z Z M D 7 Z) LU 000 W J o W � H p w ,•,I N '•I N N N w W O O N O N a N M z o DATE n > =D 0511412021 O DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE • N.A. N cz 1� 1-I U) U O J J Q C2 a W Lu ��(( Q KJ O W a Z O OU Z Q O O 0 L2 1 O JOB NO. 47118 SHEET NO. C1.3 c 5 ai z c N 0 3 c a. v 0 ox 0 dz 20 o 2 c m "- E o a c m a0 O L= C7 3 ti z„ o� � a I- OLo ... 0 Q § 0 d m 2 Y n1 m X c 0.0 N 16 .E 0 12 15 0 0 2 0 "o � m 01 a '0 c �a 0a O o d 2.2 a " c m N C .0 a, m nE E L F- \103\47118-Southwood_PHA_11-12\DWG\Sheet\CD\C1.0-NOTES & DETAILS.dwg I Plotted on 3/17/2022 11:02 AM I by Matt Denhard F- D X 0 n O Z 0 O N O 00 O X Cz U) N D m 0 U) O O O D r m /'sue%/ � o r O rn N r O n a own 5 =v 'o P, I I r o I � V ® o fill z _, / / _ � ^ V 1�. `\ _e, � O Lip' � `T. 1•r' </ ��/ f Q ,1 TIMMONS GROUP m $ - SOUTHWOOD REDEVELOPMENT - VILLAGE 1 po tD , COUNTY OFALBEMARLE VA 1p WATER SYSTEM HYDRAULIC ANALYSIS - LAYOUT These clans and associated documents are the exclusive crooertv of TIMMONS GROUP and may not be reoroduced in whole or in cart and shall not be used for anv aurnose whatsoever. inclusive. but not hn,ded to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. ••�i • • / 4 l� r N I i dI J THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com DATE REVISION DESCRIPTION 2 Ug m = N = a 812012021 COUNTY COMMENTS #1 12 17 2021 COUNTY COMMENTS #2 N m p A m C o A C m o n W K b • • YOUR VISION ACHIEVED THROUGH OURS. • • 00 THIS DRAWING PREPARED AT THE TIMMONS ROUP• CHARLOTTESVILLE OFFICE • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 9 (� m p S O U T H W O O D PHA BLOCKS 11 & 12 N = A m A 0 O DATE REVISION DESCRIPTION t _ O = n m 4 ' 8/20/2021 COUNTY COMMENTS #1 m w ? D (� x O z O A y 12/17/2021 COUNTY COMMENTS #2 o COUNTY OF ALBEMARLE, VA m p o o M z N m 03/17/2022 COUNTY COMMENTS #2 CO FIRE FLOW DATA A A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. L E Y DESIGN CRITEFBA • FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 12119/2019. THE FLOW TEST NODE IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW CURVE IS SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER MODEL LAYOUT. • THIS WATER MODEL WASPERFORMED EVALUATE AVAILABLE PRE SSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS L AL ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS. FLOW DEMAND CRITERIA • AVERAGE DAILY DEMANDS: •• RESIDENTIAL UNITS: sale FLOW FACTOR = 270 GPD / UNIT ••• DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND = 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK as BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT as BLOCK 3: •.• RESIDENTIAL UNITS = 22 •a• AVERAGE DAILY DEMAND = 4.13 GPM AT J-11 as BLOCK 4: ••• RESIDENTIAL UNITS = 10 lee• AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 lee BLOCK 5: ••• RESIDENTIAL UNITS = 71 •.. AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 as BLOCK 6: ••• RESIDENTIAL UNITS =6 ••. AVERAGE DAILY DEMAND = 1.13 GPM AT J-11 le see BLORESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.13 GPM AT J-14 as BLOCK 8: RESIDENTIAL UNITS = 5 ••• AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 s• BLOCKS 9-11: • 00MIDAPARTMENTS FLOW FACTOR = lee270 GPO / UNIT •••• TOTAL DEMAND = 18,630 GPD .... DURATION = 24 HOURS •••a AVERAGE DAILY DEMAND = 12.94 GPM ..• TOWNHOMES = 32 UNITS lee•• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD 0000 DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 6.00 GPM •a• STUDIO APARTMENTS = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND ee 8,640 GPD ...e DURATION = 24 HOURS 0000 AVERAGE DAILY DEMAND = 6.00 GPM ••• BREEZEWAY UNITS = 116 UNITS •••• FLOW FACTOR = 270 GPD / UNIT ..so TOTAL DEMAND = 31,320 GPD •••• DURATION = 24 HOURS ..•. AVERAGE DAILY DEMAND = 21.75 GPM AVERAGE Y DEMANDS FOR MIDRISE APARTMENTS, •••lee TOWNHOMESLSTUDIO APARTMENTS AND BREEEWAY UNITS WERE COMBINED (46.69 GPM) AND SPLIT EVENLY (15.56 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 as BLOCK 12: •.• ONE BEDROOM RESIDENTIAL UNITS = 15 •••• FLOW FACTOR = 270 GPD / UNIT sass TOTAL DEMAND = 4,050 GPD •.•. DURATION = 24 HOURS sass AVERAGE DAILY DEMAND = 2.81 GPM AT J-2 •a• TWO BEDROOM RESIDENTIAL UNITS = 65 sass FLOW FACTOR = 270 GPD I UNIT sass TOTAL DEMAND ee 17,550 GPD •••• DURATION - 24 HOURS .... AVERAGE DAILY DEMAND = 12.19 GPM AT J-2 ••• COMMERCIAL KITCHEN = 5,000 SF •••• FLOW FACTOR = 1 GPD / SF •ese TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 6.94 GPM AT J-2 ••• RETAIL SPACE = 5,000 SF •••• FLOW FACTOR = 250 GPD 11,000 SF 00.0 TOTAL DEMAND = 1,250 GPD ••lee DURATION = 12 HOURS AVER see •• PHA LEAS N= G AND COMMUNITY SPACE3 200 SF •••• FLOW FACTOR = 175 GPD 11,000 SF •... TOTAL DEMAND ee 560 GPD •••• DURATION = 8 HOURS •.•• AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 as FUTURERESIDENTIAL UNITS see UNITS ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 ... AVERAGE DAILY DEMAND = 46,88 GPM AT J-15 is MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 • ISO DEMAND = 2,500 GPM •• 1,250 GPM EACH AT H-2 AND H-3 CONCLUSION • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. • AN AVAILABLE FIRE FLOW TABLE WAS PROVIDED FOR REVIEW BY THE AUTHORITY HAVING JURISDICTION. THE FLOW WAS CALCULATED FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE REQUIREMENTS. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. is IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE OPERATIONAL AND PERMIT CAPACITY. RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street 70 HYDRANT FLAW TEST Test Date W19/2019 Test Time. 10 00 a.m- 60 - Marc Pressure-62 PSI 4 '"R+ +r.. Rind al Pressure. 59 PSI •le sia Observed now: 1313 GPM •es Note; Flow test resuns were provided 50 by Albemarle County Service Authority. +� as 40 = Na Y ab \ \ 30 Fz Observed Flow -Pngectad Flow 116 20 DISCLAIMER: The flow test results are based upon information gathered at the time the test was performed The 10 vim.bilt, of the wate,,,tem due to changes.n usage, demand and operating conditions Precludes guarantee that espectatlons regarding available pressures and flows will be eaacting. ProleRod Row beyond the observed flow is only an estimation, D - 0 LOGO 2000 vill" 6,000 � M Legend e '- esn rna,.m I- ;;. a Hd In xrvka. TCBP Ox,NC - � � sj x°rmxrvru vmw o.,w,am 1 / 4�' � mservu v,,..a owaaa,e �� - � Stntic Residual Hytlrant - /� ecsA Hr. cm. - wn«.am Tons, 2031 203 --Pam.. ww, Pa... n a-. � ) l//11I�'i tlT ' I - _ F m m Flow Hydrant � � /c9giL/ 203 - tip f % _ zS - aV_F pee= o p •S 1 t vi. _ Am n Ny arAlIlilmode Cwtty YNi..aenlnn Pwgry'mwm. b,s„m Ym ,eu+6 M vs ,nu ' Service Auth6rity PW1rrn.,ym,wvsysmne,rywm.,ua•.vµvnayry. p,ns'u'+rs�� fmm/.CY JMO uuen. ] C„mfpvs.. ✓poor, sae °ra aoa `� �� .oFw ew..a Arson acuaurrwmm FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J4 J-5 JE J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 H-1 H-2 H-3 H-4 H-5 H£ H-7 H-8 H-9 H-10 H-ii ELEVATION (FT) 488.5 490.2 492.2 489.1 466.8 46L3 453.2 443.2 440.5 436.9 432.9 440.4 444.2 457.0 461.8 455.6 451.3 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 STATIC 66.9 66.2 65A 66.7 76.3 78.7 82.2 86.5 8T7 89.3 91.0 87.8 86.1 80.6 78.5 81.2 83.0 62.0 66.4 65.9 72.9 79.2 84.2 86.7 91.0 87.5 82.3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65.2 66.5 76.1 78.4 81.9 86.2 87.4 89.0 90.7 87.4 85.8 80.3 78.2 80.9 82.7 61.9 66.3 65.8 72.7 79.0 84.0 86.4 90.7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MOD) 66.6 65.9 65.0 66.3 75.7 78.0 81.4 85.7 86.9 88.4 90.1 86.9 85.2 79.7 77.6 80.3 82.2 61.7 66.0 65.5 72.4 78.5 83A 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND (PHO) 66.3 65.4 64.5 65.7 74.9 77.1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61.4 65.6 65.0 71.6 77.6 82A 84.8 89.0 85.5 80.3 80.6 PHD+ISO DEMAND 48-9 45.0 39-8 41-0 50A 52.3 55.7 59-9 61.0 62.6 64-3 61.0 %4 53-8 517 54A 56-3 48.0 45-9 40-0 46.9 52.8 57-6 60.0 64.2 60.7 55-6 55-9 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 I H-2 I H-3 I H-4 1 H-5 1 H-6 1 H-7 1 H-8 1 H-9 H-10 H-11 ELEVATION (FT) 1 500.0 1 489.8 1 490.9 1 474.7 1 460.2 1 448.5 1 442.8 1 433.0 1 441.1 453.0 452.3 AVAILABLE FIRE FLOW 1 4.943 1 4.099 1 2.918 1 2,296 1 1,991 1 1,707 1 1,608 1 1,563 1 1,550 1.531 1.554 •AVAILABLE FIRE FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE PEAT( HOURLY DEMAND SCENARIO AT ASYSTEM MINIMUM RESIDUAL _PRES_SURE LIMIT OF 20 PSI. ISO FIRE FLOW CALCULATIONS: Block 11 -Apartment 2,250 Block 12 -Apartment Building 1 2,500 Block 12 -Apartment Building 2 2,250 PIPE REPORT LABEL LENGTH (FT) DIA (IN.) P-1 409 12 P-2 246 12 P-3 30 12 PA 178 12 P-5 26 12 P-6 124 8 P-7 290 8 P-8 166 8 P-9 167 8 P-10 39 8 P-11 238 8 P-12 165 8 P-13 183 8 P-14 14 8 P-15 80 8 P-16 142 8 P-17 158 8 P-18 55 8 P-19 159 8 P-20 14 8 P-21 64 8 P-22 182 8 P-23 85 8 P-24 124 8 P-25 164 8 P-26 87 8 P-27 24 8 P_28 299 8 • Hydrant Flow Date Report Se��r i♦ 1ZO(2019 12/ Test Report ..„ Y.,,,m,,,, Location OLDLYNCHOURG ftO op - no ��b o ° b ® Date and Time of Test 12/19/201910:00.WAM a a as e Minutes of Flow 2 --+. -`..aaP a e si6 �a^r p Ir C0® eq n4 ® fin® F[I® I p 8a 9 Pipe Size (inches) 12- ®� zi° e a w..4e _. n a c naso Pressure Hydrant 12032', 1-1. °e.° c U.n ll as o eoo - ®® a m, Pressure eae sg Static (Pit 62 „- a e n®e` 7 x. a ash .., o 0'.. 'i `mow 6 e Residual Pressure )psi) 59 ,- . Pf ° ®tl^se c Q20 Looped - Q20 Multiple Inline Hydrants l Q20 Single Flow I Sprinkler Test Single Flow - r Flow Hydrant el 12030 Pitcht Pressure 91(psi) 62 Yellow) V Test Flow 1313 e - How Hydrant a2 Pilot Pressure •2(psi) Yellow I Test Flow 0 Q a,, Flow Hydrant a3 Pitot Pressure e3(put Yellow Test Flow D _.gyp®6 Total Estimated Flow(Wm) 1313 mR AWWA Q20 Calculation (gpm) '® p isH 'ro eDgia m m ems " "�'e" Comments e a _ p o n ip Hydrants opened all the way. One pump running at Mosby a 'a a �° us �°' a, _ Mountain pump station. : d"':..r., S. Estimated Consumption (gal) 2626 a g®:nwe.wmd a ra u,�ro,.are, d me gin a a� Signature of Tester - ��; '-. e ,� m o� °ei ° °.• m- v o tl� e@ �aa 3 W P v R � B y �iB a6c �Rc aCL%g 9a Po �, n- d' ' -`}, m-Bo. °'�®a' "am`P •v`uo A' ®e �mn m®° °3 ®s en"rA a ®c4,v�yse �adrya eAN map em �� a o ad v®5 �ma°o°` ma w°gyp omW rt'15, m w R�` .reo n a .,s°e OF BRUCE 1. STRICWR JR �e lie. No. 056612 �Ow 121102021-4 L' ce O x l7 0 z a w_ U a z O 0 0 z _IL cc U V) W w H a DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY B. STRICKL4ND SCALE N.T.S. lassail L1j C�/'/ c c � m va LU 3 ' Lf� in 1 n U) N z }$ LU ¢ J 8 > Q LUzA J < so ; O so Uas JLLI IH m J o LUa 0 LL Q 3 o LU Z g� 00 mm Lau 0 LL w ~ 1pE `a c W • U) O m Cr) �3 z O e 6 w d �L Q � J �l 03 q m `o dl U L O a N { N mo \J / so x m p9 C m a an 9 108 NO. in 8 c A8 40919 N SHEET NO. a o C9.1 d H- 3ryan D. Cichocki Z Lie. No. 53741 q-711 s M E 0 U U N vi N > E W N E LU kj a LL O LL - Of O p ti a j U co W J -� d u O N 7 0 )x <�N< n U v N = U > H to- 0 CI' on � M a� lb J am O ce t7 (A Z 0 f f Z N N 0 # # 44, ~a F- H H UW W W )n 2: 2: 2: L13 2: 2: 2: 0 000 0 err LU 0 0 0 LU 000 O � U U V DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. N ires"I C6J lassall 1--a-I V) UQ O> Q �J\ 1 g g LL Q Q C) LU m J Q O J O r ILL W QU O LL O O Fee- O U) L JOB NO. 47118 SHEET NO. C1.5 i�l s 1 ::': :: C°� ■C`�� ■�M�I■■■961M 2:01■■lir:0■I, m�■■�■■Cm�l■■�I WIN 11 imi �1 r mp ■■■� `®� LINI ��■ ■■ M.N. ■ On ,1 m: Z'-mill NM r1 r1— • W • FACING HICKORY W STREET) ROOF BEARING -I _ _ _ _ _ HGT BLOCK 11 524' _ 6n — — — — — — — — — — —I , [4�1_ � �— A3 B2 A3 Bl - - Cl CI Ci j\I OUIRTH FLOOR t w IF E LOCK 11 — — 515' - 4 3/4" —� — A3 B2 A3 CI THIRD*&R' BLOCK 11 504' - 6" w A3 A3 82 A3 AT C1 CI SECOND FLOOR w — — _ BLOCK 11- 492' - 6 T, U _ U "'-" 3 A3 nz FIRST FLOORT 1- --- , I BLOCK 11 481' - 7 114" 2 BLOCK 11 - SOUTH 27' - 83/4" 39 - 8 1 /4' (3)BLOCK 1 1 -EAST 1 - EAST 0-11 ��„ = T' a., s ■■ WOIWWWI ■_:: a: on _■■ ■■ 4 1 /2'3' - 9 145. 41 —/�1'■I�I:ii� I'►%S1—/�1,.�%i� �. I�/3►S■ I�ti1�� =: •i 9'-W 26' - 5" J..I _PROOF BEARING _ HGT BLOCK 11 1 524' - 6" R C H I T E C T S 112 34.9 1.71 ne c1arl"Bmville ,irginia 22902 434.971.7160 16 w-arcbileds.com PHA @ Southwood FLOOR _DCKAlSO4' Al Southwood Apartments FI Hickory Street ICharlottesville, VA 22902 FLOOR __. 4FOR 92'.16�1 - - w WATER CONNECTION Piedmont Housing W'-0" Alliance __a5% PERMIT PRICING .. 1 El - El . �� - O10 hA 1-- - LIVING ROOM �� .-, r, rr-r ,.. -� .: - BE0R0 - JOB NUMBER 19048 Z101 El El 0 48 DATE 10/14/21 _ate 48 _DRAWN BY WM,KH,MH,GH ELEVATION GENERAL NOTES: �I �� I��l ��I �� I�� APPROVED BY wM, KK ].ALL BRICK BRICK WALLS AT ROOF TO HAVE ROWLOCK BRICK 3. IF SIDE ELEVATIONS OF BAYS ARE NOT SHOWN, ASSUME THE MATERIALS SHOWN ON 2020 © brwarchitects, p.c. U.N.O. THE FRONT ELEVATION OF THE BAY, RETURNS BACK TO THE NEARBY ADJACENT WALL AT 2 ALL EXTERIOR BRICK WALLS TO BE MODULAR 3-5/8" BRICK THE SAME HaGHT AS SHOWN ON FRONT ELEVATION. U.N.O. 4. LOUVERS AND VENTS SHOULD BE FACTORY FINISHED TO MATCH IN COLOR, AS CLOSELY AS POSSIBLE, TO ADJACENT MATERIALS WHERE THEY ARE LOCATED ON THE ELEVATION. 20' - 8" 29' - 1' 20' - 8" - - 3 -- � B2'J .. a2 B2 w LE 3—B2 w A3 NA - '5iOOF BEARING HGT BLOCK 11 524' - 6" FOURTH FLOOR BLOCK 11 /1 515' - 4 3/4" THIRD FLOOR BLOCK 11 Il —5R1 _ su SECOND FLOOR BLOCK 11 4921 6e FIRST FLOOR BLOCK 11 t1 481' - 7 1 /4" K-F 85% PERMIT REVISIONS A2e0 11 r BUILDING ELEVATIONS SOUTHWOOD APARTMENTS BUILDING 1 SCALE: 1 "=10' BUILDING HEIGHT: 37.6-FT (MEASURED FROM THE FRONT CENTER) NEIGHBORHOOD CENTER SPECIAL AREA MAX. ALLOWABLE HEIGHT (WITHOUT STEPBACKS): 45'-FT ryan D. Cichocki Z Lic, No. 53741 q-111 s M E O � O N � N C > E v E w l.Wv.v3 Q LL 3 p LL w 0 roo O Lu L M a J V W Z 1-i N N IdLI 0 U a H H H 0Lu Z F i V U W W W 3O x N �dr W aiLL S 0 000 U U U Ln ry z _ > O a� c In z z z rn > 7 w 000 U I I a� 00 w N N N W O O O w N N a o � in DATE 0511412021 0 } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. N Tl r� r T Y 'l O 0 U) Y Uz Q O > Q J _J ,:D ' LU rY1 m L Q O z Q O ; OLLI O LLI Z W O JOB NO. 47118 SHEET NO. C1.6 c 5 Oi z c L 1 o-, 22'-0" 1V-4' 24'-0" 2 3 3 B2 3 HIT w - n 2 b _ 71 1 82 II J, GRAP IC SCALE `�_ BLOCK 1224 A- SOUTH ELEVATION (FRONT FACING HICKORY STREET \A2.0-1 118• = 1,_0'. 4 26'-19' 10'-8" III -If, 19• 0" n4.3-I w r w FROOF BEARING HGT BLOCK 12 c I 525' - 0 1 /8" aNk w -- THIRD FLOOR - - - - 3 _ BLOCK 1. 2 A-)— - 7.,-1 516 - 10 3/4�) 2 hour FIRE WALL: 608 sf B2 �1 114sFopenings FABRIC CANOPY --, 7A 1 19°/" OP area i5 opening SECOND FLOOR M - - - - - - _ BLOCK 12 Ili- I 7.1.1 505' - 00 B1 I" DEEP RECESS FIRST FLOOR BLOCK 12 n 493'-0" 8' 8._01 8' 2. 8" 2'- 8" 2'- 8" 3. - 0" BLOCK 12 - A - EAST 1B" = 1'-(r I1•_4•• 22'_0" 10'-0" vv " w F _ - PROOF BEARING. HGT BLOCK 12 525' - 0 118" 2 �. ii 62. 'C-.j w w THIRD FLOOR 171 (� BLOCK 12 - - - - - - - - - - 515' - 10 3/4" SECOND FLOOR BLOCK 12 a 506 - (r ° II r r n i FABRIC CANOPY B2 2 - �2 { r - 2 �� Q ON METAL FRAME zz'1 lL FIRST FLOOR 3 - _ _L BLOCK 12 493' i1" 71' - 0" b _ _ _ _ _ _ _ _ _ _ - (ROOF BEARING HGT BLOCK 12' _ - - 525-- 0 1/8" 3 w 2 32.-q.-�,�,,. 1 :1, 1! 1 111 „ 111!;1:11`p - THIRD FLOOR BLOCK 12 515' - 10 314" SECOND FLOOR LLL --- - -- - - — - BLOCK 12 - — - - - - 505, - 0e 2 �32 6 FIRST FLOOR BLOCK 12 493' - 0" 7'-V 5' 4" 7'-T 6'-8" 5'-4" 5--8' 5-IV, C-8" 10'-(r 3 BLOCK 12 - A -WEST 2 13 a 20' - 8" - - 101-0" " 22''- 0" 10' 022' - 0" 19 - 0" 22 0" i o - 0" 22--0" 1 I w 4" 12, 8" 8' w27' w0'' ROOF BEARING HGT BLOCK 12 -01/8" CI B2. g g B2'1 82. - 33 - �3 B2 3 3 3 THIRE FLOOR BLOCK �2 - - - - - - - -, - - - - - 515' - 10 3/4" _ 2 �3 3 _ I .. 2 � � B2_ 2--'i g2, lP.[) � B2. � 4�2 � B2 2 -- --- o SECC N FLOOR - _ - - - - - - - - - - - - - - - - - - BOCK 12 -- — - - 505' - 0" _ 82 2 - 2 82 2 B2. @ 2 . 7 I - FI S FLOOR B OCK 12 .-, 8-i ! 6' L• Y f 2 1 0 8 ..5 }" F-V S-Y' Y.A 3'-L' S.n' f-ff 5-1' 9.e 2-f - . f-4' f P 1'.p I [ .` 9 . 1' 1 d-N v 4.0 Y-ff 3-8 Y . r: 1'-F S'. -f !-4' Y.F y.r• . ."'' 493' -0" 4 BLOCK 12 NORTH 0-1 1/8" = 1'-0" ELEVATION GENERAL NOTES: 1. ALL BRICK WALL$ AT ROOF TO HAVE ROWLOCK BRICK U.N.O. 2, ALL EXTERIOR WALLS TO BE MODULAR 3S/8" BRICK U.N.O, 3. CANOPIES IN ELEVATIONS ARE EITHER CLOTH ON METAL FRAME OR METAL R C H I T E C T S 112 34.9 1.71 ne cbarl"Bmvill. virginia 22902 434.971.7160 br-archileds.com PHA @ Southwood Southwood Apartments Hickory Street Charlottesville, VA 22902 FOR Piedmont Housing Alliance 85% PERMIT PRICING JOB NUMBER 19048 DATE 10/14/211 DRAWN BY WM, KH, W, GH APPROVED BY WM, KK 2020 ® brwarchitects, p.c. 85% PERMIT REVISIONS A2e0=12 BUILDING ELEVATIONS - A SOUTHWOOD APARTMENTS BUILDING 2 SCALE: 1"=10' BUILDING HEIGHT: 37.6-FT NEIGHBORHOOD CENTER SPECIAL AREA MAX. ALLOWABLE HEIGHT (WITHOUT STEPBACKS): 45-FT 3ryan D. Cichoeld Lie. No. 53741 q-711 s M E 0 a o N N N > E v w LU LL K W L M Q J U m Z ,-I N N w H — vi O # # 44, d O N a- D P P Z_ H W M K Z Z Z U,�� 3:0 n X E w W � 2 � o Q c t O 000 N 2 N U Z O = ¢in 0Ch In ZZZ WM LLu 000 a� N J w N N N w L1J O O N O N ON U Q 0 DATE n OS/14/2021 0 DF;AWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE • N.A. —T l�l � Y O ce < 0 O>z J 0 -i Q w m cc 1 2 O Z 0,> O w O W Z D 0 \/ 3013 NO. 47118 SHEET NO. C1.7 0 c a N L 1 r P . n ,•, . I 1 IS ..Bia: .i - +k •', • ' ��. -. _"=••• wIUIIAI'll=iln Iunn: IIInn nano n-n na mri"n I:.Ir'.i�a1FnGIr':"n_ici1,I ni4lunau:un ir'Ic1 1 iSil'i'1 n, w ••- — __—_ ---- — - -- — - ummwnuuwnwoi _ nnllnnlTnodmm�ln� _ _ � �NIIIIIIIYPIIIIIIIIIPInlnlll�� uYnllnppillrlillllilllPl _— wwunIIIIPNp�-��III8YI111wwY1411 wwnwlwWll�-_�_�, iAnnillllWlln• s �9 ON go NINE, 0900 low Vol Will �---------- 1 1 _ _ ImI101011nwllllllllllll �� IIOIIImIIIII�III�1111P-��_1Of1111190111IIII�II f1111 -ram- I=-n ml�n�IlllulllBlunlNunl �E ENNEEMENEIINE IMIMEM INEMEMENNE MEN 1 \ MWE 1 11'-IV 10'-8" 14' -8 1 /2" 8' 7 4. BLOCK 12 - B - SC 9 3' 4-101/4 5'-IV 3'-,r V-4' V - 1 31,C _-.____ _ _ ROOF BLOCK 1l 526' - 8 314" 11 ROOF BEARING HGT BLOCK 12 2 525' - 0118" THIRD FLOOR BLOCK 12 515'-103/4"v FABRIC CANOPY ON METAL FRAME SECOND FLOOR 4— — BLOCK 12 505' - 0 I FIRST FLOOR BLOCK 12 493' - 0" u '3' 4 5' 4" 9' 4" 5' 4" 3' a" BLOCK 12 - B - NORTH IV = V-9, 2.1-1 IV - V-o" 1- ALL BRICK WALLS AT ROOF TO HAVE ROWLOCK BRICK U.N.O. 2. ALL EXTERIOR WALLS TO BE MODULAR 3-5/87 BRICK U:N.O. 3. CANOPIES IN ELEVATIONS ARE EITHER CLOTH ON METAL FRAME OR METAL 8'-6' ROOF BEARING' HGT BLOCK 1 r 77 525" - 01/8" THIRD FLOOR _ BLOCK 1 - 515'-10314" ill SECOND FLOOR BLOCK 12 n _ _ 505' - 0" I FIRST FLOOR BLOCK 12 493' - 0" V 22'-0" 10'-01, 12'-8" II,_4,. 22'-0" 10' 0" 22 385 _ N - - - - --- _ - - --_ - - - - - - - - - - - - - - �R2 r- 3 �:.! _ -- 2 3 3 R2. ,�. � If �I W W d �II IIIr_ '.�. / III �H �W) w... _. _—._- ...d _ _ Jam..__ -Y ..- _ _ �-�.... J.-.L.� __ E u � E I F! m (7:) CD [T T r IT °°' -- 3-- - 3 4-4 54- b b'4'8 T-8 80"a a'543'8"5-a3-8"30Sa3� 3 a o'-a a8a4 45 8-a a5-4a8 a 05. 8 5:T" S 4 BLOCK 12 - B - WEST 1/8' = 1'-W (ROOF BEARING HGT BLOCK 12 525' - 0 1 /8" THIRD FLOOR BLOCK 12 /1 515'-10314" 1 SECOND FLOOR BLOCK 2 All 505 - 0" V FIRST FLOOR BLOCK 12 493' - 0- R C H I T E C T S 112 fourth .71 ne barl""m cvill. virginia 22902 434.971.7160 FCC) br-arcbibd•.cwa PHA @ Southwood Southwood Apartments Hickory Street Charlottesville, VA 22902 FOR Piedmont Housing Alliance 85% PERMIT PRICING JOB NUMBER 19048 DATE 10/14/211 DRAWN BY WM, KH, MH, GH APPROVED BY WM, Ill 2020 ® brwarchitects, l 85% PERMIT REVISIONS A2.1=12 BUILDING ELEVATIONS - B SOUTHWOOD APARTMENTS BUILDING 3 SCALE: 111=101 BUILDING HEIGHT: 37.6-FT BLOCK 11-12 MAX. ALLOWABLE HEIGHT (WITHOUT STEPBACKS): 40-FT 3ryan D. Cichoclfl Lie. No. 53741 q-711 s M E 0 � o N � N > E a E w y ¢ LL o 3 LL — � 2 W L M ¢ J U m Z ,—I N N w FJ-I—vi O # ##k d O N I- l l a- z H y M Z Z Z O U)X L W _ O 000 U U U ry U > Z O = ¢v In ZZZ o rn 7) Z) 7) LLu OOO U U U (b J W N N N w W O O N O N ON U 0 DATE v 0511412021 0 DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE • N.A. no N l� � Y O U cD O>z J co Q wcc m 1 =o z 0,> O LLJ O cD Z D � O \/ IOB NO. 47118 SHEET NO. C1.8 s c N C L LEGEND STEEP SLOPES -MANAGED I I I I STEEP SLOPES - PRESERVED EXISTING INTERMEDIATE CONTOUR , ' - - 32_ EXISTING INDEX CONTOUR - - - - __30 EXISTING EDGE OF PAVEMENT _ _ EX. EP_ _ EXISTING CURB AND GUTTER -- EX. C&G PROPOSED CURB AND GUTTER - - I - - _ - _ _ _ - - - i \ ' , / , / / CG-6 \ � i \ � - � � / / � � I / / /' ,' , / ,' / I / / , / APPROXIMATE EX. 15" RCP / - I / // //' / _ ' / !; % / / / / / , / , / / /' _ / -COCATIONOF EXISTING STORM SEWER -----y----- / / / I _ - - _ - _ _ ' , ' - - - - / \ / , / / / / / / / / / , / / EX '7NG FHA EXISTING SANITARY SEWER - o SANS-- / / , ` ' _ - -------------- - EXISTING WATERLINE L ` DAM INUNDATION BREAK ZONE - FEMA EFFECTIVEZONEA FLOODPLAIN o o o o o o o o o o ' j L / / FLOODWAY ' ' /-- - 01 -YEAR FOODPLAIN _______-------100 —_______________ ___ 496.9 500-YEAR FLOODPLAIN 0 0 0 0 0 0 0 FEMA500 /___i < \ I I \ l / I / __________I ___________ STREAM BUFFER I -----a- \----_-- _--- -=- ---- --- I / \ -\---- - -� --------------- EXISTING TREE DRIP LINE -I ----------- _\ __--6 __-- EXISTING TREE 15' OAK I -- -- -------- � IF---------- F--- -- I------- -- --�- \ I \ 1------ ------ I 11 1 1 OLD L' YNCHB RG ROAD f I I \ ' -- / 1 I ---- - 1 - - ---- - 1 \ \- - 1 \ - T" 1 \ 1 STATE ROUTE ID \ \ \ \ ` \ r 1___— __ \ \ __ \ --- i I I I E�C. ELECTRIC gISTRIB,UTIOM1-- ---- \ \ � VARY G R/W�kVIDTF� 7 -� \ \ �- { - -- \ \------\----- LINE EASEMENT FUR VIRGINIA I � \\ \ \ \ � \ \ - �-- - ` � � � -- \------ \- \ 1 1 p� \ \ \ \ \ \ I \ I \ \ \ \ y-_ --- \ _ _ , - \ \ \ \ ----- - t --� \ BLIC SERVICE COMPANY \ \ _ _ _-194.47 (WIDItHNOT)4PECIPIED) _ \\DB.247,PG.5A7 \\ I \ -A-- - � � � ------ } \ - -- \ \ \ \' - \ --- ---� � ----- --� UNDERGROUND \ \ \ \ - -- �- \ \ - - FEWURYLINKLINE � �\/� \ ' � \ \ \ \ \ \ \ - \- - \ _ \ \ - - _ / ---- -- - - -- ---__ ---- - - c _ y \ / _ BT �� IIV _------ ----- __ I —I -- —'moo r—,= — off_ - - ,- _ - ,_, c /% / // / ExAl GOVERHEAD UTILIyIES �P� / ,/ � , I / l/ ,' - - - - -- _-_-----�_ - - / II/ // -�- _ TO BE RELOCATED / / ' / G / — _ ` _ % /� / - - — — — -__ — _ _—- RP ' z, 6 ��M7'4'_ UNDERGROUND. CONT tACTOR / / / /' / ' / ' - - - / / / / / / / //- - - -_ �� \ l TO COORDINATE -WITH EX. ELE q1 G STRIBUTION / GP ' �a \ ` \ \ / l \ _ _ - - / / ' / Z/NE-EAS I T FOR r/IRdIN%A I251.03 ' / / / PUBL C R l to Y I OF ' ' ' ' I / l HP O.H. EL FRIG \ \ I 1 \ O\ _ _FWIDTH �ClfjIED� / / /' / ' - - PARCEL 09000-00-00-001A 1 \ \ I \ - - / / D8. 247, 6 50 , Q TELE. & TVINES / O \ \ \ / / / \ SOUTHWbOD CHAR40TTESVILLF LLC 1 \ \ \ \ \ /' 510.4 NEIGHBORHOOD MODEL DISTRICT I \ \ \ \ \ \ \ ` ` / J t,_Q ' Dq. 3375 PG, 063 \ \ \ \ , , TREES �OCATEDOFF THE LORK Tp PROJECT PROPERly NOT TO pplp i BE DISTURBED. INST LL TREE ! _ _-------t--- / DRIVE ' R1�' R18' 13�.5' I \ \ , \ \III , / / ^ / ) \ , ; ' / PROTECTION FENCING. OHP- / F ONPTYP. I 1 1 \ EXISTING ELECTRICAL \ I O / /, DISTRIB TION LINE �SEMENT T(i Q / I I W/ / / /' / / // / / / / I BE VAOATED. INSTRUMENT (DB! 247, PG. 07) DOES NOT SPECIFYI EASEMENTWIDTH. UNITS SHOW� HEREPN ARE APPROXIMATEI TREES CLEARED WITH SOU114WOOD BLOCKS 9//I1 (SDP202100066) / EX. k' (WIDE) COMMUNICAT19N9 SOEASEMENTFOFUTH II II 1I 1I II I1II 1I 1I I V OF VIRGINIk, INC. & CLl 1,111III FORGE WAYNE Blqg 1111, 11II TELAPHONE CA DB. 930, R , A'/ If m \\ II11111 1111 \ _ / Jf/ / _ - /l// /// / ///, //, I / a. / / I o \ \ PARCEL 07600-00b0-051A0 / / // / / / y " EXISTING DITCHES TO E \ \ SOUTHWOOD CHARLOT��SVILLE LLC I /�/ / //// / // / / / // / /\ / / / REiv10VED AS SITE IS REGF QED - _ NEIGHBORHOOD MODEL D%SYRIGI SAN \ / / l / l / \ i. _ DB. 4706 PG. 198 // // / WITH CONSTUCTION OF - — - y�WF�E T- / r- w ` - - / / PROPOSED BUILDINGS � ; • I I I I I I ' ' \ \ \ / ,/// /// / // / / / : / \ / / / /p/ \ \ ` \ � _ _ \ \ ' � _ \ 11 111 1 11 \ � I I I � � / \ \ 1 I It li ♦ / / ZJ\ / / / / / / / / 'r) / / / I \ 1 / / / / - - — _-_-_-_ _- _- _- _-_ / / / \ PROPERTY LINE TO BE 1 20' TY /',' g \ \ , _ _ _ _ _ _ -PORTION-OFSTRIPfIV TO,6�// /// / / [/ \ \ \ - REMOVED WHEN PROPERTIES \ 11 \\ \ ' / J 49 — — — — — — — =MOVE - - - ' I/ / / \ `-ARECONSOLIDATED. 1 \ \ ' — _ / / — - - — _ _ _ J. PORTION OF CURB TO' E DEMOLISHED777 R2 r / SAN �. Ho4IZONJR EXISTING STRUCTURES --O-REMAINANDSE - - - - - - - - - PROTECTED DURING_eo" NjT�FUCT16N----------------------------- _TP —q _ 1 71 w w —_ - ` ----- �1 ---___ — 4 PARCEL- 090AL-00-00d01DO \ y - - - _ - - - - - - - - --SOUTHWOOD CHARLOTTESVILLE LLB _ / -- / R2 RESIDENTIAL - _ / -------------___-- / // `\ ` I I\ \\ \ _---- --7 r- - - _ - �DB33zGSP6-06� 4888.81 I I' -I\ \\ -- -I ' /_, l` 7- -_j -- O 26" \s / rl SCALE 1"=30' ,�I\ .,,_y/�I\ \\ \\ \ I _ _ II 1 ___,''� _II-- I �°----------��---�- rl BEE ' / / / /1 / \ // \ \\ / \\ \�_ ` J-{-_� , �J,/-- - --- /UGP/ r��---- `\ J 0 30' 60' ;r�yan �DCichocki' Lic, No. 53741 q-111 s am O ce t9 [no z 0 a u V N w 0 z 0 N W Of N N HH w w }0}0 zz 00 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1"=30' 06 Z a J (`'�n� Z i 0 U J O\ / L C 0 w 06 ¢z Q o _O 0 ° Z 0 0 0 7 = X W 0 U) JOB NO. 47118 SHEET NO. C2.0 c a i 0 0 3 a. D a0 o �z 20 o � c T O a m a u 0 c �o O 3 Z Z m 0 � a F � `o9 5 Q n d m 2 Y X c 0.0 016 A= c Eo 0� o a c M 10 a 0 w c m 2 �o nE E F_ L F- :\103\47118-Southwood_PHA_11-12\DWG\Sheet\CD\C2.1-OVERALL PLAN.dwg I Plotted on 3/17/2022 11:04 AM I by Matt Denhard 1 A iya ° o °0m0p \ _ �. I `, ° //ice I�LlI\�'x°� t°Q o I I I I I \� ° I _ �_ 1 I m=mm I I 7—r i0 0�2Tc� 00 ( 00 , / // A \`\ Z O Z ° 1 O D o CQ 0 / u LJ / II SOD 0 ° uu II OCCn o \ o J C=3 000 71 _ _ ° ` o i 1 0 / /� 0 000 / ° ° / \ ° ° \ / / 000000 � o ° I \ ° ° ° ° O / ° °\ .e_0 ° 0/ \ \ �O ° ° ° p — 0 0 0 0 0 00 D O 0 /- I 0 0 \ °0 0 0 o f 1 ��je1��R3•�`$ o ��0 � p — 0 o° 0 0 0 0 0 0 o p O ° 0 1 \ 0 0 0 / iv p W 0 ' T� `1 0 1 /0 0 A \ t 0t \\`p 0 N 0 o °° o - ( o\ W J I I �° \ \ ° ° �� o I / a (9 o / ° \ \o o / �� o / \ o Vie. \ \ r 31 O o I ° o o o o o° °° 0 0 /66� \ \ \� n 0 \ 1 I°° \ // ��0pb o� � o / / dpy� 00 0 ` 0 , ° _ \ \ \ `\ \ 0 0 L cl o ° / o � / �o °o °v \ oo I °�� / ' -- ,/i� \—� y1� '\col° ® °� °° / ° ° ° ° / / \SST, 0 / \ `\ °� ..off ° / ° ° 00 0 /1\ ,r0 00000°° °.01 -A °o \ ° / 0✓ 'I I_ n 6 ti� J / \ - \ \ // �/ j��'� I , °� 1 / o - m 00 I I 1111I I ��JO m o I i i a '` \I J �\ `d V n� (► n❑(,n, u � u� \ III � g . foI/ I o 1� I ( \\ 1 f 1, u 4J i\ L)C I 1 / II o° 1 1 \ o00 0 0 ° /� ° �// j �iL� �� l�n A� '�• r1 \ I \ III III \ o � \ .�� c = � / \ C' C � ~ ` `•�J ° 0 0 ° I _ _ I Ili \ , / ��\ \ c `/ , G ^\l-�)V•`�<` ❑ \ o\ 0 ri I I \ \\ I \\ —I I I I I I I1 II I I I ICI �I ❑ � ii i I yl 11 J I o� I I \ �I �� I o� All �°° o ° o - I ' 0 o 9 / 0/ •irO ,1(. it _ Qy�nF' 0 W CD 100, �y • • YOUR VISION ACHIEVED THROUGH OURS. 0 �0 THIS DRAWING PREPARED AT THE TIMMONS ROUP• CHARLOTTESVILLE OFFICE • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 9 C (� m p S O U T H W O O D PHA BLOCKS 11 & 12 �. N m A m A O Ln DATE REVISION DESCRIPTION _ 0 0 = n 8/20/2021 COUNTY COMMENTS #1 Iv M � z COUNTY OF ALBEMARLE VA n n Q O m Om 12/17/2021 COUNTY COMMENTS #2 o Iv o m p o mn o M N m 03/17/2022 COUNTY COMMENTS #2 o m o CO OVERALL PLAN A A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F_ :\103\47039-Southwood_Village2\DWG\Sheet\CD\C0.1 SOUTHWOOD PHASING PLAN.dwg I Plotted on 3/17/202211:05 AM I by Matt Denhard ,��II�III I r \ -- - - I•I•,r,r\I�\ \ -\,\,\ ��i=_�� ,,/'//llIllllllIIIII/llllll�rJ//,/�j/�///////�%%/////'/�/j' � `,1' 11 000000015--0.\`�� 'tF, \N\�\,\\"\- �\, �- II'I111j11�///�\\ �� / / I// 1 II 1 ` _ _ - -_;�-- ____/// //JI Ill/ / l IIIIII // // °� + \\ \\p\\\\\\\ \\ \\ J IIII IIIII IJ/// I �\�''�� I \`� __-111 II,I, ° �'%///,Ill I I �,-_- \\\111\1\ \\\\\\\\\ �,/ �i =-J_'�/'/'//IIII.'.Ill/,lljllll�JJ�F/Z/l//�//7///////'//o/°l� / -- ,o_o o\,\\\\��`,\\\\`�\�<\\\\\ \__-r/11II II IIIIIIII� \` �\� / �___ - 1\ 11,16 \o / ')' /'i/ \ \ 11,'\'\ \\\`� \_-' /'//%��'� J//'�lllllrr�/l/%l/'/�///,%'//'///j��ao,1\c/ _-_ \op\d�\�� \\�`��\�'I �,�, �\�- ` -'J III IIIIII IIIII�\I ��' �/7-I `�� a \111`\\IIII 0 '/i ,.//)I' ,;,-^ \\\\\\\\ \, ��V•I Ji/ , /�/��__ _=�'�'�//,//"'0%/%�/'%"''�//// /, dtn /) - - - -- \ �\\.\\\\\`�,\\\\ \\�- / I I„ I, II 1 I--'/ / r ��=1\1 I11 '9 �,( I II\ / /r � - 1 \ I "l I f I / // /�_\ \\\\ \\\\\`� \\ fl I)I(I'rl�'ll(liii s__ ��-/ir�u/�%��%��j//j�///i//rr�/�/ErP ill �' '� --- \\ o�ya`\ ��\�\\\��`_�\ vIIIIII�II�if�llll\\�/ _\ ,T'l -! .` r' 1\\11\I\\I IIpII �W ' I / I I I_' ////-- \\\A\\\\�� \`\ I)/I)I,IIIIIIIrIIIIII'lll�g �==\-/�ii///%O%/%�/,'GoA �,�//,;, Iio� l+' I \ `\R°\\��\�\�\�`\\\�\\\�"\� �\\/' lI)II1ll�JlJ/� 1-_ !'�- � •,',_,= 11 Ni 11\I'1� 0' ' 1 I I / / ' /_\` \\\\\ \ \ \ / , IIII IIIIIII''\\\ �T�`\�\� �= i�'i//iN//r�'%� o° l + I� ` \ \�\\\\\\ \\ \\ - \\ l l 1 / / D ' I III `/~ '////_- I \1\\\\A\_`\ ��\ \\/��///I IIIIIIIIIIIIIIIIIII1111�II;\I�\F�1i �J%/t2;�_ VAJ ,////// / dljl //I o o\o / �1` \Qo \\\\\��\��\\�\�\\\-\\\\�\/ l'I!�%l/ll�/ y/ /��\\)IIII, III J `�1c� 0 'R`t r \\ \ 1 // I/' \'1\\\\ ` --� ��,✓'/ii/lllllllllllll'llllll/ IIIIII\\\ �om�'-?//,IIII%/��°j \�/4/Iv 1 °0 00 \ \�°\\�\\\\\\\��\`�\`-�\\\`\\�/////%'/Ill/// ^1,,/I(r`/-J/\!//' j/JJJ o �J�,\ \\`\ 111\,\111r �`` o ri1 \ 1\ - / Ill\\\\ _ _///_/G IjI Il gllfl,IIII'/",�\\ \\�� _ 'iii/"/�//%' / \"\\O�\` \\\\_/�%I//�//, \ IYI11 � 9/'d^/r` 4 1\111 III / ///,'_-\ IIII \\\_ -,I \\ -�,, '/��Ji��//�l,'�ll'IIIII'IIIII"ram\` /"'i''�i'/%/�rdi/ '1 ° �1 ° ------ ` \o \\\\\Q\\\�\�\\�\`\\�i„tea////// �11II ,q/ gr /\\ /4\ 1\\CD 1 i ` / / r \ 1111 \ �/ \\ �_ /ii �i/ /ri ///l�'l�/%IJ' ))/ II\\� .se_�/% ��/%PP / !.'/q g _ + -0- _ _ - - ) j.p \\ \i \\\�� NN, ,, , � i''/ \ ,I \a P�j �/��' �''/� \ l 4\ 1\�` \\1 1 / // / 1 1 \\ / /i /i%-_ //Z/ I / / I /�/ 6 b \\\ ////�/ / \11j1\\ ///_\\\`j�j/��iii/'�'�/��i'/�'///�///,Il,\\\ ,' ' _ I / \ °o I b \\\\\\\\\"`\` \�_-_%"%/j b l'1 // // i i + \ 4 \1 1� \\ \\\ \ ' / // / //\\,II 1\ //i \�-\\ J'i/�i'iii '�'�� /' ii % ///l/,_��' / \ o o/- \ \�\\\�-_�� ii // Q \ Il // //� i �"" 1 1 ,�, \ \\ ' ' ///'/'r / \1 11 \ //,/ =-�\� �i/�ii/iii/'i%'ice/i'//i /�oi.Gi G� %/%, r - o o °�\` III -` \ \ \+ \ \�\\\\\\`�__n �/ice ^\\III\\\\✓/!// �r ////,,, 1 ,;/-" 1 ,1\ ° 1\ \ `/ // II 11//, 1\\ ///iii/i'i/i'i//i/'i/i Alk / / o l�ov. .,/ \ _\ 1+ rill j'C\ 1 \ \��`___ R`\ l\\�il�Abf/ / art //,jl \\ o° \ \ / / / / / / ^ \ I I I I , / // I I \ / �j, 4/i�r/ice/ii, /i//i'ir/,r I // oii J I b 4 i . \a I d' \ \\\ \\- _ - _ /, /F \ \\ � � �r/9 /%/ // r /- ,/' / ' 1 I ' \ \ o ° 1 1 1 I I / \ 11 1 � / / / , i \ \ / / ///;i 3ii/ // / / i // /i�� // / - 7 C O I (I �" \ ' � � f/ \ \ _ \1\ . � ( \\ \\ _ __ _�_ i / P / � \\ \ r /P/ / / / / 7 \ 1 o Q I Ii\/ ^/,I r., II I,,//,r\\I\\�/''%//i'iii////i/r/i//,/ =ai' d\ \,-' -��_\ I 1 `\o ` \4\�\�___ _''�F--\`��_'///Ill/�l'i'ii/'r// 1 \\ o 1 1 I ` ' / // // i1 I III I , // / // \\\ ////l�'�i/// i / j //%/// 'i/° ° _ _ o \'" \ _ \ \\ - _ _ _ �+ \ \ \° o o \ ° \\ \ / ^ ` /� a /i , // / /l o // / \ I t,I / //i //\\ \� ll 1 �i'/i ,"I ,'�'.� o \\\\\ �_--_ l'� - \ ) I� `\ \ - \ f \`-J l-I� / // / 1 I \ ,\�o \ \\ // if l I/ ,^ \ 1,1 111 1 ,/i // I j'\ �\ I IIII�III�II/ ,� i r,� �/ // ri o o ° ° \\\\ 1 I - \� -/ // - _ _ �_ I'. IIII \ \ \ _ ` \°`o` ` _ I '� _ -: '/4" / / / // � /i /„ � p, 0 I / i / 1 , // \\ / /// ///// /,, __ IIII\\\ \ oto 0- --\ r/ \'IIIJ/ ' �I,/////�j\`\\\('�Il`; �'///�i j/�j11/�;�\\\\\ %///� %/�//r /'ii/�/i�,j�'�r°ro9''/ _\oo l I �l�l it /� - �-` _ \ Ill \�\ t\. -, 0 _ oN o` / // _-��s�l/Ill////�///, i,/ '\' Q \\ \ // // Ill ,//, ,/%%/\\\\\\\\�\\�'�'/%'// \`I1�\\///�' �/�I ��i//�/,r�///a6 / \ i ° / ii,/, I r \ ,1\ -l.\ p / ° /// ��iri //',/ /�//°/111\ 1 / / 1 I i i / \/,/� /I,,\\ \\\ �I y // / r/r,/ // r 0 / / ,J�/ Ill , - \ \\\\ _ / _/ / // /-w / 1\I \ / / I I f', . /, �'i /'i%^I\\ \\\�. / i /,''/rr "\\\�\\�\.,.�//ifi/"/ii/i%%� ii %�' b/ I p _ , Y _; s// / / _ �' ra--o o _ - t I 1 o - / d-/ . / ' / l / // a, // r\ 1 I\ 1 I l////'iJ/ \\:\�;5//i/ \\\\\\� it////or//'1z qb or I / - op / __ `, n- �o / /////� p,3, ,//\\I\\ / / III , I l // ///Ir\\ \ \�\ j/� i, // f 11\\� \' �////�i //�, i/ '/ //4 ' o � . I /i - ° - _ 7 I ) ° o °r o / -I . / �, // /, r\ 1\ 11 1 / I III I / / / / I O\\\ //i \\\\ '% �/ '/ i/// // / 1 11 I I J / _ I // � / / \ I // 1 \ / III III\'IIII IIII IIIIII\1\��\\O� __�i�Yllle,1\1\\\��--�/A1 0,j,//'G''/9 /% °/ + �_`IIl J I // ,E� _ _�Oo �- (-,1 L / �010, o///�o//I//b0•o' 69�°%,//\,_ III/I'' j//�nlll,\II\1'1�, / \ I \ \ I I \\I \ \\` \ \` `M _ i i�11/IIIIII\�=%/%/ i/•'l llJl, /%//P.o / °/ / _ - J ° / 1 / , /G I I / _ _ _ .1, C. , +0 °I o-O / / s o / / i, '� � ^ �1/, 111 / j/, r 1 \ \1 \'I / I III I ' \ \\\ �\\` \\\ \ ` \\� �\ `Z �_= ' � \\\\�\�-i//i f/'� ll lll�Ill 1,0-01�9' ' /`°-� l I ' / / / � /' ' r - - _ �° \\\`\` \ \ o o m �0 •L / �/i / / / N �`/'411'% I rr /, ^I 111 � 11' 1 / / / 1 \\\ \ Id / 09 0 / \ /' ' ' l l \ \ I \ \\ \\ � I , \\ \ 1\11 \\ `\\\ tea = = %�i \\ 1 %I // i/��/i /I b - � + / ��i l \ ` ° \ \ \ \\ \° �9�/ i/ II / - - i / -_ \\\\\M\\ \+\ I ,1 � 1� \ \ \ I I \ \1 \\I I j 11\\\\ \\t - I _ ? I,\ � i/�ij7, /,/�f 1 \ b I o //n / 'i /�O ° ' r \ ° \\ \ -i _ _ \ 1 ) III Illll 111 6 _ - \ y // /. / b \ a., o I . fi /p o�j ° / \ \° ° //\\ 1 I ` °1 ( I / i ' 1 � / - // � ) \\ (IIIIIII `\I II 1 �1111 / \\\\\\ IIIi11I111,1' III!111,I\111\\�\`�/\:=/i//i�,/�//,\ bb\\ oao��° j ��."y/v' ' // \ \ \° /i/r�ll \°1 p9pf//,� %//' �� /� ��i � _=��=JII\j/I I1 IIII/ 1 1 11\\, //� \ o �/ / /°°°/ / / / i //I I �/ // / / � i ,1 1 II I I 1 11111111 \\'\:-.•\///r I 1\\\ \ \�[ �/ /% / / - c °\ 1/ -I..,.. I I I /// 1� / / /,j %�' �i_-_`\ I/\ ,? \ 1,11 /IIIII I//,,If/'n1'IIIII111,1\\\i\\/ /r'r III I11 b°�°Q 1\ \\ II ( /(/\°� ?\ \ 0 1YI: / Jll o ,I ?�¢I(lI/I �j, � / ,�� 1 I-- _ �\\� r\)1 ,w✓ If I/- !l l l l // 111 I / t\_\✓ / /flI I 11W I P I / / / I' - \ o II I III / i �/, /i/ �� /�-// - � \\ _� \' I /,/, / / / /, /\\ // II I Id 1\\ \/ \o \ / o / III/ / // //i�- 1 \\ �, l l ///l,//l/ji/"�iir/� /i J\ •' ` / , l I 1 I p I P \ \ \ - l\n 1 / '/ / / - \ \e I I IIII r 171 rY ' / / /� // / // - _ ; - I\\ `/I1////'///'//'''/////////'Ir`'�///J, IIP ,o o ) ^-\ -III // / % IIII ° � ( 1 I /%�` r'///// ,---- III l � / IIII IIII // /r'I I / I o I Ip % \\\Ill y}' II � / \1 \� {„III 1 /l-! /,//, , i__ � \ \ \ \ / /�////////� IIII// r, , - I� / / I ) I I µ I �;\ 11 rD I1 I 11 / \ " °\ .01 JII' \ .O ,71' // /' :./ / / // /./ _ _ \,III I \\ \ \ \ / /// // / / /// /, //i / \ / / I, I I°, 0 / / / / _ ` ° \ \\ . o{ I I / / , /, � 1 11 \\--,1�1/Il /�///j/�/i/�'/__I I II I/ / to//O / %r1j1jAIII \ O`\\\"\ \ \ IILII J$ / -- lyIII / /,IIII,/ / / ,/ i / /, / , / l . / I \ \ \ I I 111 11 ' / // r / /� �' = _ �II' IIIII I� \ \\ / /, / , /, / / /// /, // , / / / / / / o / ' ' - / 110 \ \\ \ \ 1 I f / / _ 1 1 I I1, l 11 f f IIII / / / o I J /' I III ° \\ \ 1 I\ I //i , /i --- _ 111 / /I , , I I I I� If / / / f - - / / / 6 / l I o , I !I I Ill \ \\ I I III / / 1 / / / _ _ r - 1 \\\`\� ,ll(IIIIII,IIIIIIII IIII(( r 1 / / o/ // i / o r - lI I IIIII - (p (p < TI ' 1 , I. \ \ \\ \\ \ I' II IIIII I, I 11/ /', If ' j�//i/// r�--I_---P11'IIII'11 ' \ // II'1111,111IIIIp1111 \'\\\\ --/ / , I , o ° I I°41s'I ,- _ C C < � �J I \�\\ ° u ,`II / I I // //�>vt /--NIIIll. 1 �- \\ \ I 1 \\\\\\ \ Ill/ /o lot I f / -� II U I II r T r / \ 9 b \ \\\\ 0 IHg I/ / / /// y\ , .//// I / T JI %11 . \\\\ / /' 11/19,1III' 111\11 \\\\\ \\ \\\ / ' °' I ) I I ° ' + 'I/ / ' W � I- = 14 I\ \ I 11 / /I I // /Y / _ -,11'i 11' .\\\ ✓/ / / ////II /Ill \\\\ \\\\ \1 \\\1 \ / / / o o/ / \1l , I 111 �,' . N N O D e, 0 1 \ `) 0 II O'111111 / / I// If'/"%/// I / ' /, _ �,r'IjI1I1,1 . - � . \\ 1 \ � I I II\ \\\I� \\\\ \\V I\ \\\\ \ \\\\ / / ° / I o/ I of ( �� i - Y I �q I I/I r lV � 1 1 1\ \° I I II I ' I IIII / 11 /l f/l' / / / / /// / / /I/// / IIJl11 l'x% - ! 1 I G O O to \ \ I II 1 II I \ \ \ \\ \\ \ \\\ \ \\ / / 6 I of l I l -_t I ` I I11 // N N O I ( o\ \\ / f //// , I\ \", 1 I '\ \\I \ \\ I I I \\\\\\\� �\ \\\ \' \\ , \\\\\\, \ 1 I °/ l of I ° 0 J/A' II INN\II Ill " � N M c^ \ 1 \�\`\\\ I ll I 1�II111 I I // / / I / I r / / / / 1 \I 1" ) - \ \ \ I 1 1 \ \\\\\� \\\\\\ \ \\\ \ \\ / d I l '' l /irl, �Ia I 1 \ . r . •� o o /� \ \ \ \ �. + 1 1`rVII 11 III I l/ I , r J I /, f / r / /I , "/),lilt/` II II \ \\ \ \\ It \ \ \ \ \\ \\\ \ \ / , 0 0J !, r„ \\\ \\ / O N V / , \ ` 1) \ oI f t I I I I I , / / I I I l I , I \\'� . / . \\\\\\\ 1 1 1 \ \\\\\\\�\\\\\\\\\\\\ \\\\ \1\ oIo/ / o/ CI l I)� "�8, ! / OO 1 \\ I146 IIIIII II II//IIIII!, IIII I I I / / IIIII \ \ \ �\ \\ \\\\ \ \\ /�' / 11/+ ¢/ /1" I d111 \ O \ \ 1 1 \ \° 11 I III \ I I / I I I I r ll I �I\\\\I \ \\ I I \ \ \1\ \11 \ \\\ \ \\ \\\ \\, \\ \\\ I / ( r of / I I. II I If It '\'I ' III N CD rn \ ` I I\ I,O \ Il 1 1 11 I n \\\ \\ \\ I II \' 11 III, 111 \\\ \\I\\ \\\\ Nv- \II 1 q qp °' /� h -fl I i 11�yI I II W \ \ \ Il n I \ 1\I Ill I 1 I I I I lofill. � - . \ " 1 \` \ \\\\ d / III / r'11 111 / O N \ \ \ \ \ / I / 1\ '�(\ \ \III I I 1 I 1 I 1 I I //)011� \ Il\1`\,\\\\\I - / I 1111IIIII IIII `\\\`\\ \: \\ \\ \, \\\ ( I o I II l ,Ill, . \\ \° \ Ip \ \\\`` `, \ I11 1 \ \ \ I \ II , L \\ \4 � �/ / / / / \ o \ \ \ \ \ \ \ l l I fff�' \ I \ l l l � \ \ \( I, \ \ \ \ \ \ 11/ I I7 pII,\1111\II I I I IIII 1 11 \\ \\\\� \\\ \\ \\\ 1 1b / I \I I I ,l /l // , - \ ° \ \ I 119 \`\ \�\�\ \\\ \\ \ \\\\\ 1 �_ 1 11 \ \ 1 1 1 \ \ \ \ \ \ \\\\ po / /l t`yr I�, l /I I \ \ \ \ 1 Q \ \\ \ \ \\ \ll I 11 1 \\ \ I I'II IIIII \ \ \\ `\\`\\\\ \9 / 1 / I/ %%� // % / . , , \ \ 1 \\\\� \\\"�\` \\\\\\ \ If '1�\\\\\ , I II Ill ll, \ I\\ \\\\\�\\\\\\\\ j11 11, A o / / 1 /// /I.I I %�' !I!(II/ �11/ // '\` \` \ \ \ °° o \ \\ \\ \ 1 + �`\\\��\\��\�\\��\` \\\\\\J /fl IIII\\ \ \\ \ / IIII II 1, \ \\ \\ \ \\ ,p1 / o / / / (!/ / ' Ir \I11\ III / ° \ \ \ I I \ \�\\\�\� \ - -,-\\\\\ \\\\\ %Ill \ \\\ \\ \ \ 1\\\\\\\\\/ II II \\\\ \ \\ IIIIIII lP / / /� ,lI 11}\\\\\ II \ \ \\ \� \ ` \ `° \\ \ II I \\\\\��` ` ` / \ \ \\\�\\ \ f I,I I I 1 1 \ \ \ I \ \ \ \ \ N. \\\\ 1 u ) Ip P p 1 41 . I10 \�\ \ II\I 1 \ \ \ \ \ \ \\\ \ \\ \ \ .'.\\ \ \ \� i fI \,\Q\\ \ \\ ` I, \\ \\ ,II II II I I dl ( , I r� \\ \� \ 1 \ \ v \ \ \ Q \ \\l I \ \ \\\\\\ \\\ \��\\�\ N\ I / \\� \\ \ \ I II 11 \ \ 11 I P / I I(\I, \\ \ \ \ \ \\ I I I \ \ \\`\ "\ I \�\\ 1\, \ I 1 \ \ \ \ It \ \ 11 IIII Id , r .� , \\ \ \ \ \ \ r \ \ \ 1 I \- \\\\\\\ \\�\ \�\\\ \ \\\ \\ / I'll \\\��\��\\\\�///III I111\\\ \ \\\\\'IIIII IIIII 11,b'P / I bffl //I� I� II ,\I _ \ \ NI \.\ 1 \ ��\�\\\\\ \ \ \\J \00\�\\�\\\\\`�/ I) II\ \ \\ \\\\1 IIIII II' , I/ I / 1 I _ ` \ o \ ( III II \ Ql� "`\\\`\,\\\��`\\\`� -,tit \\\\\\�\��\\\\�\�\\\ / 11 \ ` \ `\\\I\I\111j1'1111I111I'bIo I / o + I /��:I/ /� // -A (\\\ \ ,\ 1 \ \ I \ \\�°`\ `� \ \\ \ _/ \ \\\ \- // \\\ \ \ I \\ \ \ \ \ \ I \ao.\ \ \\\ \\\\ \ / \� \II\\\\\\\\\� . - I \ U 1`\ , L' o / / // I . \� \`\ \\ II,. I o\ \ \ \ \ / I ITI IT 11\\ \\ Q\ \ i / I \ ` ` `\ \\\\ \\ \I\ 11 II Ib1 / // I /1/ �1l/ - '/ Ifll//\ `\ \ \ \ +Ir \ ` \�``` \\��\\��`�\\�\-�1 \\\II\\p\\\\\\\`_'�\-_'/ `.`:\\ \\\\ I\\nII,IIIb6 0 1 // I //it ` _ \1 1 b%:°\ Ilf l ` ` `-- h \ (I �I/% 1 / 1°I Ill\\\ \\ \ \\\\\\\\\\\\\\\.\\\L :\�2_-' , \\\\\`��II;�\\I\\I\1�111IIIIb'7111\ o \_ `� - \\\ \\\\\O\\`\�--\ \ bl / Ifl I\\ \ \` t \ \� _ _ 'rb 1 \ �\\ \\��&Z \\ \ \ \\\1\\ _ i/ I\ \ O D \ \ \ 1 \ \\`o.T \\ \ \` \� \ / r .V r Z �\\\ \\,\v � � � \ c \ 1 I _ a_ / %� \ \ \\ ° �\. \ \ \ \ \\yam o \\\�\ � \\ \\\ \I11 IIIII \1\ If 0 \_, I ,N� /�I 11I 1311\IY i \ ` \ ` - _ \\e "�; \\)\ \\ ��c�\�R\�,\\�\ v' \ °T-K.... \� � � `\\\ \\`11 �\ + 1 II I 1 IIIII\11\ IIIIIIIII''''l��it /' , o + 11 // \ I \I I� lI l = ) `\\ r ` \ _ - \ _ \ \ \I \ \ �II( \ \ ` \ a- o\ '�` _- ''�/' \\\\\\ -o "'00 \\\\\`"�\\,-- � ,:k-'\\, � \ \ I I I II11 \1 IIII pIIIII I t 1 / / I 8 IJ//•, , _ _ , _ \��.\\\� - - - `\�\ O�`\\� ¢ \ 0 0 \\�� \ \\J \\\ \ \ \ \\ / I I 11 111 ,¢ I / o / ) 1 999 I /ice _ - / _ _ - \ \\ \\ \ \ \\� _ _ _ _ \\� V\\\, \\ 0 0 \ \i \�_�\\\\\\\��\\,m\ \ \, / II I//,/"/lll%(,IIIII/ 7h,I�1 / to / / / 11 {,�,///// _ , I I -, \\ \ \\ `\��-- � a1�\\ �`q,- �`'/ \ ° °o \ `\YT^' �\\ r \\\\ \ `\ \\Q / \ \\ 1 1 / 111 Il llI (IfIWi" ' c , / -.. f /l / J�// �/ / / \ �, \ --a1 _ter_ _ ^ ` \ \� ° p \\ \\w \�\\\ \\\\�\\\\\\,^\\ ' lrr/I n 11, r l p r\ 1 /� + i 9i%err �_ - J/ I _// \\�\\ \ �_^*��o_o- + \\\ p \ `\ `\\``\\\\\\�\\\0\\\\\ \.'\\`�� fit /IIIIIII /IIII! /\ p/ / , , / , ,/ ��/%//�i/ _ - - I l �'' \ \\ \ \ / `� \\`\ /`�`\ \�`o_O o \ \ \ a\ \ \ \ \\\\ \ / // I I J q / / l r / / '�/ ' /i I / \ \ \ \ _ \\ p o \\\\ \\\\\\/\\\\\.� ///�IIIIIr///Illy// I I of //I/ .��' ,ip /'///•/''/// _ / \ ` \ r / \\\� \ \ `\ �I 0 00' \ \ \\�\\ \\\\\\\\\!.\\\ IIII 17M / l o /' G i// /, / _ / \ /,i \ v.. \\ \ `- 03 o \ \ \ Q\�\�\\� \\�., \\\�� _ / / 'i/�Ij I /fl/P I ' I \ > //�./�i i�/%i i'i/i�� - _ r \` Q \ \ \\\ \ \ - - - 0 4' p \ \ \ \\\\\\\"\I 1\\\\�'//ii/'I IIII! /l If 4 1�7// ////r/r/ii ///�r /- _ r< / '\ \\ \ \ \ / \ \, \ \ / / W` p \ \ %, `\\\\\�\\\\\„\\ \\\\` �ii�/// Il////l II ° I. %// r l /o ��f%// /�'%% IIII/ , , /`/ \ \ \ \ \ _ + \ \� \ \ °o �� \\ \\\� \\` \, _ '' // r //'a ° /7 ' / / l I I °I 4 rr/'ri r/ - _ \ f \ \ �` ` \` \ \ ° o \ \ \ Q\i$. \ \ \\ \\ - -� // /// I (y /,o r l , b �11' // // / // << d - \ \' + ) \ \Qd# \\\` �\ \\__ // /////6/'J0 / /.. / 1 h'III II! ' // ^`VI - _ T \ \�\ �'a` `\ \ / ``` `�?.\N 00 00 + \ \ \\\\\I\\\\\\ � ��///�/ /9 /,� ./ II I°,,I,II(ITI /// C r I �+ < ` \ \b� `_\� / 1\\\___\�\ I �Oo�I I \ \0\ \ \ \\ \� /�� /o /i/ / I I IIIII it, ( // ° \ro / 1 \ \ \ o\b \.\ ,Z- „ / 9/ / �/ I� I I I,r , , _ _ W r I \ \ moo` \ \ \R\\\\\\\\\\ ��'// / / \I ,111 III 11 _ O T ^< \ \ \ ` \\� b`�� \ + �� ,1 \\\ \ o \� \ v -- - 6 IliI / \ II /IIIIII _ \\ \ - N N N > I M \ \\ �.,\ e � � , I �\ Ie// \ �° oOQp l� ,1\1Q�V1��R \\\v\�. - .L�`\ '/ii/ / �_- , //' / ,ll Jrl //'//l�/Ill/11 -- O O `\/ ` r \ \ `\\ -eC°�\ o� _�`" I „y\ \ \ \\ o \b\4 e r //�/ Jul' 1//'/�,��", /i // / , .�00 C\ \\` \\\ \\, °� °\\� '\\ \ \\ + \a�� a / rp- % . /r/ ! \ // +e/ /(/`/ /l , ` 0 0 0 W \ 1 - \° m z \\\ , I t \I� - �+ \ \ `gyp o/°� /�_ ��. ��,� 1 / %/�''//""/// \ ` ` O \\ \ , \ 1 "�U \°a° '�o _ + z (i \� \ \ o/o / /- ,' //I/l////, lIr \\ o rn I \ L \� I 1 ' / /% //// `/ - - - -/q, j / %IIII 1 IIII! I , l/ / � Oo � \ \ 11 I / /_ \ \\\ \ "J\ \ 1 \ <1 \ o i ;.. 1 / _ / / ��= \ � , - /R✓, // /I / II,IIf J I I I N _ \ / i '� �\ \ , o\ - 1 \ I o \, ,,,%*lig _ - /// / _ /P,t///i/ /l„111,1 111 I /I ' \ \ \ ' ' �\ \` \ ° \ o \ - \ ` - _ \` 0 l /P/✓ //// l I III I , 1 f - I ^ \ I /- \ \ °�\� - //l I 00 � � �\\ _/�-\ I� �� /�i �6/I :m o\ - \ 11 �/f II, I I / � � \ _ - / \ %ii •` _-a 1 /`3 a IIIII 11 IIIII IIIIII I 1 'C-�- �--�` , \ /i,, /tea P-°°....° \o'\ , °I II 1 II III I II / - \ \\�\�De�\ _ / / \\ ((\\ \_ \\ r�==_ // �`�-,e I I_I I I I I I I I I I I _" \ `\ 0 0 L = �94�' _\ \ 4 o G I Ill" I I I I I I I I I 1 I \ I I ` \ \\ \ \ \\ \ o` �o�°a°L�6 \ _ _ \\` , �� o ",i_ �, +_ - --, - _ / %' f A,qf %// =_ - \. �.\ \ \) I \ \ I \ 11(1 1 I I I N \, 1 I \ . \ \ - _ _ _ ��1 \ 7m-..� i //io/ /ii/- \ \� \,( 1\\ ° \\ \\\I IIIII( 'Y: II -c �1 \� I-I-1 \\ \ \ �� ® / / / \\\ 0 /Z0. \ _�-r-_ +6�'�/ice/'_ `\`� \ l \ \ I \ \\N III\\ \\� \ II \ \ \ I // \� \ \ r / / \\\ _ �� \\\�°.. °-. ,�.i___-, /'�r'i'- ��\\\ �\\\ \fie°� \\\\,\\\��1111111j 1\I,\\\ \\\ I \ \ \\\ I \ ` I I - _ `G\ \\ \\\ \ \ `;\'`/ /�,��\\ i 'i"�i \\ \ \`\`\\� \\\� \\ l\IIIII \\\ 1 I `_ \ \ \ \ - / I \\ \\ \ \ - _ _ /� // // \ \\ \ _ \\\\\ \\ \ \\\ / // /// \ \\ \ \ \ - \ \ \ \\\ \\ \ \ /ice , ,__ /// /i /„ /'If, _` `\`,N \\ -; -- `` \\\ \ \\\\\\\ _ \� \ �` �'� It * /-_I: z�_��\\\ //,////// \. \\\\\�\` \ '°III\I\\\\\�\\\\\\�`\�\\"I M,\\ `\\\ \\ �\ \ \`y `n`- /1 \ \ /i'�'/i'/ IV II \\�\ )I _ + III //// �� \\ \� \ �\\\ \ \ `1\\\�\\\\\\\\\\ Q\\\"\ \`\\1\1\I I\ 1 I+I� \ \ ` - /'� \ �\-L. % i , r /v.` \_ \ \ \ -'_��\\\ 1, /IIII,' _ \�`\\, \\=�\\ \ \_N\ .,`\\\\�\\�\\\\\\ 1 I \ '-LJ I ( I\ --- _ _ �� \ \\\ \Vlll//// !�- \\ \� _ `\ -- ,,�- \\` \\\�\\\\\\\\\\\I\\\\\ 1\III \ \ I I ' \'� ,� - /' ' /-' ' \� 1 , \ f� '\ \\\` \ �\ \ 1;11 �\ _ \\ \Ill / l� \ \ \ \\ \\ \ \ i � �\ 'IIII/ Cp/ - - �� \\ 1\ \ \ \ \\\\ \ \ f _ / 1 i//\ \\ \\\ \\ \\ y \ \ // �\\� \\ \ \\\\\\ \\\\\ \ \ 1 �\ - - / 1 `�\\\` \ \ \ /h11111\I11\\ \\\\ \ ,\ \ \\ ` _ ` \ C I '/ / ,/ Kn.1 , \ \ - \ \ \ \ \ \ \ \ \ /V - � \ / : \ \ \ \ \ \ I 1 \ \ \\\\ \\\\\ \ / / ' I/ J / - . \ \ I, \ \\1\ /, // f / / / i - �� - - - _ =\_ `\ . \\ . \\\ \ \ \ \ ll. , I,,1 \\\\\�`\\\ \\ \ � \ \� \\ \ . \ \ , / \ , , 1 \ _ _ \ \ \ \ . \ \ \ \ ' \. \ \ \ \ � / / //i, _ \� \ \ \ \ \ \\ \ \ \ \ \ \ 1 \ \ I I I I 1` 1\\ I \\`\0 �\ �. \ \ /\ ` L / I , � / / / \ ' I 1 1 I I \\ r \ \ \ \ If// s \ \\\ \\ \ \ \ �� \ `\ J/11/ I, I \ - 1 \\\\\\\\ \ \ \\ 11111111111,1 \�\\\\\\ \ \\\ \ �L \ / \ b /� /1, 1 I IJ-1 r - \\\ \ \ \ \ \ \\\\ `\ \\ \\�\\�\ It �- - \\ \\\\\ \\\ 1 \Ill I IIIII\\\\\\�\� �\ \\` ` \ drJ��+ �\ �� \rl I III/ \ \\ \ \ \ + / , \\ \ \\\\ // I ,/ ,/, \\\\\` \, \ II \\\p\ \\`\V ��\\\�\��\�"��`� \\\ \\ \ \ \ %�v��C `� \ \ / / I , / '� 1111 I �I/\ I t� I \ \ ` \ \ \ \ \ �/ \^\\\\\ /,I /'/ \ - _ \\\ \\\\ \\ IIIII J\\\ \\\�``\\\\\`\\\�\\\ \`,\\\\ \\ \ I / A �\ //// 'OI I Imo.' ,` \\ \\ \\ \\` ` `\ ` \ / �'' , \\\\ I I / ' / - - ` \ \ \ - ,, , ` \ \ \ III . \ \\ \ \\\\\ \� �\\\ \\�\\(<` \ \ \ \ / \ \ \ / I / , Y I I f \ \ \ 1 /�4 r dOa \ <� _ J� I LEI}{_ f / - \-J - -Q \` \ \` \\\\\ \ \ \`IIIIII \` ��\� �� `��\N, `\\\\\\ \\\\\ \` , \` \\\\`` \\ \ \ r � � _` I ` \ T / // / / f / / / I , I 1 \ ' - �. _ / I' I' \ \ \ \ \ \ ` \ \ \ \ \ \ \ ` \ \ ' <A , L� �►: \�\ f ll' ,'` / _ \ \ \ �\ \\ - - - \,\IIII�IuI, % / �\\\� \\� \\\\ \\\'\\\\ \\\\\\ �\�``\\\�\\ \\\ \� ` \� \L.\. T L7 ` \ \ \ \ `I\ / , /IIIII I' I I I I Il \ ' / -- r \ \\ \I I\ \ \ \ \ `\ \ ` \ ` \ \ I I ��,/ \\\ , ,I I/, //i' \\F � \\\\\\\ 1 I, /� _ \\\ \ \\ . "T // I I I \ \ \ \ /[ I I I L'� i---_\\\�\��i/�'l(I !1 r/j \ �\ �� \\\\I\,\1'\\1 '// z// \--,\--�\; )'IIII\��\\\\��\\\;�\��\\�� _��-,, "` 11,E \/( - \\ \\ \ IIII,( /// / , )Iltr'Illiv _' / - I \ \ \ \1 \\\ 'I \ \�` \ \ \\\ `\\ \ \\ I IYt \\ / -f �'r_ \�\ \ A ! I / _ _ - - _ \\ \ ` \\ \ \ /f , \ \ \\ 1�11 \ \ 1 y i / I 1 V _ , / \ . \ \q\I I s� � \\\\\\ // III(/� �\\�\\\\\\\\\\\/// /,/��\\\�\\\\\\ II\\\\\\\V�\\\\\\\�1\11)/,//i' � J / / I I \ I h'= \ \ \ `\ \ \ \ I m\ J / J _� \\ \ \ - l 1j1 , / / \ l \\ \ \\ \\\\\\\\\�\\\\V lllj / / `\\\\ \\�\\\�\\\ \\ 11 \\ \\ \ \ \ 1)1` %/ / / / ,�I/' �[ / / I I -ice-/• �� 1 \ \ \I � � I 1 - \\\O\ ' , I '\ \ \ \ \0\ \\ / , / ,\, '\\\\\\ \I, " II \\\11\ \ \\,\ . ,l/ / // / ' I II , / \ \ \ I \ 1 /,,(( i \\ \\ II I ' ' -� yy \� \``\\�\\\\\\\\\\\//f'/i // \\\\\\ \\1 \ \I`\11 1,1 /// / // // /!!'' \I \ / I I ' f \\ \ \ I I ' \ \ 1 I / I r / -'\ � \ I i - \ \ \ \ \ \ 1 r / �\\ \\\�+I- \ 1\ \\\\ l l l /' 'V I I� \ 1" I / I 1 I \ \ I \ I / / if �` A 0 JJ'( / - _ _ \ \ \ \ \\\ \\ \V\ 1ll/o/ ///• ` \\\ \\\ �\\'\\Nl \ `� \\\I 1111111 II / / r l 1 / I 1 \ I \ , 1 1 1 /„ / / / / , , /\\ , / , \\\` \ I ' 1 / I \ ) \ \ \0 \ \ \ �; \\ \\ \ \ I I I I 1 I (( ! I 1 (I I \ \ , / /, \ , \ / „/ /� ^ \ '7�\ \\ // 1'I , J \ \ \\\ �k \\ \\\\ till ',IIIIIIII// \\�\'""N, \\\"1 ':' `.\\\\\\ '\\\\\\1� \ 1 /\III Il (1 \\ 1I I �I I� It � �1 ( \ _ / .\ \\ I ' I I\ \\ \ \ I\ \ I }�/ / \ \\ \ \ 1 1 / x . , / \ / / // , / y �\ •fit \ �1 I (I / - \ \ \ I 1 1/ / // /- /` \ \ \\% NN k, \ \ \ I V 1 1 I 1 1 I j� r \ / �/ , \ \ I I I / ` �\ \\\ q Ill /// / / `` ?\ \\\\\\ \\\\\ \�I\\ \\\ I \I\11\\1 1\1 \ l 111 / / °' \ I 1 f L' ' / \ /J�//� y \ \ 1 / i _4- \ \`} \\I\\I\I IIP / �/ / /^ \\\ \ \\\\\\ , 1 P \\ ,\lI \ \ 1 \ 1 It I / , \ \ \ 1 / III l \ I III \� \ \ \ \ Jr // \ \ \ 1 I 1 // / \\\ \\\ \ \ \ \ 1 \ \ /// / ti / // `\ II 11 y _\ \ \\ \ \ I I / /// \ \ \ \\ \ \ ( 11 \\ \ -\1\ 1 1 11 I r -`� \ / \ \ Q I^ \ \ \ �, / / , / \\ / 1 �j \ 1 \ \ \ , 11 / // / \ \ \\ \\\\ IIII I 1 1\ \I \ \ 1 1 II II I '\ / / \- �./� \ / / ' Y I I I ;zr= �c \\ \ \ \ \ \ ,/ % ,\ \\ , l ll \- \ Illl,,,d/Ifl I �// �\ U\ \\\\\ (-IIIIII' I11 \ \\. \I 1 11 1 I I - - _ I` ` _ - Y / \ \ \ \ I / \ \ III \ I \ \ \ , I \y • \ \ \ \ \ \ / . / " ,__ \ \ \\ \ 1 III , //// \\\�U\\ \ , )f, ._ I I \ 1 \ 1 1 I I (/ / I \ \ \ \ I / /// , / r�\I \ / / \ \ \\\ ,1 ,I/ /^\\ \ \ U\� II IIIII II\\\\ U ' Ill/ I _ / J� �}\ \ / I �/� I I I I hl�\ \ 1 1 \\ \\J//% /11i �,-W /,i \ k `' 1\\` -, If / I/ (� \ \ Q\`\ \\\\\\\Ni 111,1j/f,/!II/ /I/� All \ \\\'II I`\`IIIII I,,1 1 �,1 �II II I l I \\ , - F-/ l 1\ " \\ \ \ I I I I \ / /� I I I\ \ \ \ v: \ I / / \ _ / r \\ / .� r I 1 \ \ _ / `- \ - _ / 11 , / / ,\ //// / I \� \\ I\ \ II\\I11 1114I11/II'll�i// \ \\I\�\\\\\\\\\�I\\\\\�\WJ,II(ll 1j11111,III1I IIIII / \ x/i -.�- "�! - \ _ �. I (/ / //, III l \ I I 1 \ II 1 \ / � !. /II // ///,'/ ,�� /�l �Il\`� /// i//,/ / I\ \ �\ \`\)1111111111//I�JJ/////, i�\� I �0\`\\\\\\I\\\\II"II"Ill/"IIII I11111 T 1\ , \ /-� , - \��g� I , /, I '?\\\N \I� I ) \ _ -/ u .tl \\\\ \I\ - II I I I I I , /�/ J/ - �, - / , , / / 1- _ \ II / I � l ` //r / - 11 \ 11 IIII'/ � /7 /�\\\i\\ I\\\\I \\\\ \ II III I II II \ / / - / y / / I '%, \ \ \ 'I I �/ / I \ - // / /, \ \ , 1,1 1 IIlIl11, r /�/////' '%// \\ -X\\\ \Q ``\ \\� I I ( I 1 \ / / \ I\ / / `�� / / 1 II , /i \\ \ \\\�\\ \\ III \ \\\ \ /- -__ l 1 r l_ 1\ / \\� �`- /ice 'I ll / SS / \r \\ /// ', �` ry11 Y 1 Illlllll I �j/////'/ , \\ J\\\ \ \\ \,I 1\11 \ \\. I // C IL _ - Imo- \\ ' 1 / ).. ',\ ' ' /' ' - _ III \ \ 11 I III (v / / // I \ \ \ \ \\\\\,k, O n 11 l \\\ 1 /� , �\ \ / < I \I I \ 1 I _ _-� - // \ II 11 IIIIII /�/r///I r \\ \�\\I\ \ \ 1 \\\\ r l \\ / I Ill / // i �� /, I \� II 1;111,I///f/ 1 `,` \\\ \ M, 1\ \\\`� rn 1 ( // '� �� I ) W O /' _ \U�('I'( j- ^ I / . c / / CS \ \\ 1' \ Ill \ + \ \\\ \ \ •\1\\ \ 11 J / -�' / \\\\ 1 \ 11\\ /IIU, 111 I, ,V\ \ \I \ \ \\\ \l,�l�/J'>`\ �\ \ �/ r ``\ ----- O O N \ I Il / l/ / \ \ / \�\ \ 1 1 1\ 1 \\\ \\\ I) 1 , \ \ / / r, \ /i \ \ \ \ I I \ 11 IIII / 1 '` \\ \ \\\\\\\\`�\\\ \\ ., I l / � \\, 0 \ %� / S\ - \\ \ ` Il / // -\, I 1\\\ 1\VII 11 ` \\\ \ \\�\\IIIIII r/ rn \\\\\-/ / I , �_ / , N N O > \ �,- \\ I II /I /,, / / \ \ \\\ \IIIII IIIIIII ll I/ \\\ \\\\\\\ \\\\ II11 II (r --%, / / .IV\ N _ r - \\ \ I / \ \\ 1 1 I I I /\ //" - III 1 I Y / ` - / \/I \ \ I I//lI 1, / J \ \ \\ \\\\\\\\\��\\�\�lul I I, / ,�" T \ \ \ \ r� /, / / _ '� \ o o CO '/ \ \\\\11, II I / _ , s . /�\ \ \\ \I,IIIIIIIII//J/n „11 I� �.\ Igo\\\\\\U\\\�\\M\,,I�I�I(llrl/// - C/ 11 \\`\\\\\\1 .�" �/. // ' 1 O r /I - I\ t 111,111111 / 11 11 11 // \\\\\ \ rh\�\\\I / I/ \ \\\ l \ I , O O /__ I 1 1 \ Ill l/ \ / / \ / / / \ I \� \ \ \ 1 I 1 I ' , \ o , 1 / n \ \\ \\ \ \\\\\I\\\\�I\\ \\ j 1� 1 1 I I/ 1 \ I \ \ \ \ / / �l \ O O CD I' \ J \ _ ; / / / ! iNk II II\1\ I // \ \ \ \" U \\ �11 \ ' \ `\ \ \\\ I \ d ✓ , - O \ \ 1 „ \\ - Illlllll l / _ = - -* \\. \\y \ I \ /11 , \` \ \ \ \\ \` \\ ,.1111111,(,- rn O .l \ 1 \ `9 �, I _ Lr \ � O O - rn ` / \ I I II I I I , fit � , / � ' ^� �- `\ 1 1 'J IIII/i / V 1 \ \ \\\\\\\ 1 I I \ 1 _ 1 �� •P \ \ � (� `\ \Y /` 1 I//// , ' �' \ \ \ I\\I\\\\ `\ \\ \\II I\<I I II I /\ II' I, \\\\ \\\ y r O \ \\ / ��_ \\ _\ _ I I IIIdI, % i ! / ' ,Y / - eA \` \\ I I111 (I IIIII` ' 1 - / / \ /I , \ _ I \ // II'�. / ' C II \ \�\\ \\\\\\\\\\\ \\\\O'1Off,1l1IIIIII � /�/ J I 1\\\\\\ \ ( I ,l /r -I`I 1 � 1,it \ r r l\ Ill'k14, VI I I / / // �� ` \ 1 1 l \� I/( (/1\ \ �\ \\\\ \\\\I\ \ ;IIII I '' O ' / / ' ` I I / I Y�" I1 ) _ / / i,' 1 l \ 11 \11 / ll 4 / ('( J'�'r I \ \ \ \\ \ \\\\ I 1 I, , , 1 \ \\ \ \ JL .1 I 1y` J' i / \ \ \� \I \(1\\ , / . i,_ \ l \ \ \- /III 1 I}, \ \1 1\ \ `\\\� "\ Jr' 1' lIJ ,-- )lit I , ( ' 8 r , I I I - ', - \ \ ''/ 'I,I_\ 11 +I fl \ \ . I .\ \ \ 111 \ , ' 11 '7 I \ \ \ \ "" 1 1 I I I / I _ 1 \ I i \ .r ,- \- \ \\ , tv / / / - \ \� \ \ \ l ✓ \1\\1\\I I IIIIIII � - / /, I ( I ' I • \ \\ \ \\ I \ \ \ I / ll 1 I / \ \\\\\\ \\ I I, IIII ( T - \ / 111 1 \I I 1 I - - \ � .t/ r, \ / \\` \ \ \ Cr I / +` \ \\\\\ \I I\ \ 1 I \ \ \\ I V I /� \ \\\\ I/ I ) ^u "/i \ �\ 1 \ \/ II f /'� \ \\\\\ \0\ II,\ II11j1f ! ) I ::`\ \\\\ \I I �1 \ \ / V� i ` i • •, \ \ I I r r \ \ I \\\\\1pv \ .\\f , I l l PI ,\� , r 1 - ' / . \ I l , I I I � I �' -r ` I / � Il y 11I \ \ X �. \ I I I I \ `\ \ \\\\ \ / J / \ 1 / `\ \\\Q \` I ( 1 I I \ 1 \ I / l \ J� zi \ j�` / ,I I III 1 l \ \ 1V I I \\ \ \ \1. \1 0\I \\\\ 11 \\ J / , / I \ I \ I I I/, / \\\ \\ \\ 1 \ \ IL��'' v / �A \ \ I \ \ \\' 1 \ 1 V\Ni\ \ \ . ,c\\ \\1\ ll'\ 1 I / I 1 1 1 1 I _ \ 1 / y 1, y' ��. N \A , \\ \ \ \ I I I� l � 1 1 \ I ,\ \ \ \ �\ \ , I I \` \ \ \rt\ P \ \ ) \ 1 \ \ \ I IIII fl , 1 I ) I r , \ a \,`I I\ /1 //J''/ ' \ \ \\\ \ \ \\\\\\\\\\\N\\ ,t J \\\,,\ 1 r ' ' / I -� \ I ' // _ \ I I/ _'r \ L..11- - >,, II 1\ II l r \ I �I I / /� / - "\ V,/ `I\„� \ .iJ)` / } 7. . \ \ \ \\ \ \\\, \\\ 1 1 1 I\ I \ +' , + \ I' _ \ _ _ I 1 ri' -j _ • ` 1 // II IIII 11 I P �1 1 L I �' \ \ �'] N` I i/ 1 < ' \ \ \ \\ \ \ \ \ \\\\\ \.1 ' f I \ \ \ \ - \ 1 ' ` 1-I )-k 1 / I� �\✓ 1 "\ I f� I - \ I'll\ r ` \ L -/f III II Ip\' I 1\ I I I / + ,\\ 11\\ \ I// \ III\\ `\\\ �\\\� \�\\r\ ' T \\ I / ) _ ! / \ \ \ y', 1 `C'� III 1Y 1/ ,�I\\ ' / % ` \ \ \ \ \\ \\` � N� \ . /�+ 1 1 I 1 l J, I� I \ r I \ {I, I - - \ i1 o��I,III II, �\ .1 1 / / , It\ \\\I IfIAf� �,/1 1y r\ \ \\ \\\\r\\\\\\\I\\.� rn \ ) r III - \f II \ I� (� -^� I, \ = I/III I I I I / 7I / / / I \ \ ' L,,4k \ !� 'pI l I \ \ \\ \ \ \ \\ \ \\\\\\ ",\ \ 1 1 / / �+ 1 J I I L ` \ //ir 111 1 \ 1 \\\\ �o ,to, '11, `, \ \ \ \ \\\ \\\\'\\ \\, \ 1 I J / ) I I \ I III \ _ �•II/ -f 1 t� \\ 11 1 //,//�/ 1 'I I ) In�l / \1 \ \ 1 N`r'''-IIII Y\ \\ \\\\\\\ \\\\\\\\\\\ \\ I I I �I I I I It\ 1 \ ) ,T-I � \ �%/ f/ I r./ / \\ \ \ \\ \\\\\\ \ \ \\ \ \ / / I \\ , - \ \4� \ // \ �" Ir,m';&`\\f\y: / 11�1/y \\ \\\I IIII \\\\�\\�, \\\ \ \ I ) 1 // ,� \ /,, IVI \`/ \ \\ \ / / / / / \ I / I + 1 3\ \ �w1 III 1 / �' \ \ \\\� \ \\ `\` \ ,` a I \ ,\ \ I \ \ \ \ \ , "„g;, '� / l / ll i \ \\\\ \ l \ 1 \ ,\\\ \ I r ' 1 I 1/ / \ \ \ 1 1 \\ 1 I I ( 1 I 1 I ll I 1 1 I \ \ `\\--,��}:)-- 1 1 \ / \ \ �r� / / \ \ \ \ \ - \\\\\ \ \`\�\Q\\ I \\`\\1\\ \\\\\ \ \ (1 / ' + III II / \ / I h \ \ �' �A 1 \ \I\\�-1 - III 1 \, , i\ I„ ' 7 \ ` \ ;�� ,J \� \ ,\\ \\\ , \ \\ \\ ( / II _ / / / _ \ \ �,1� \ 111 II I y\'r 1 ! \) '� '( / \ `� / \'\\ `\ \ \ \ ` \ \\\�\\ \\ \\\\I \ I\ 11\ 1 \ / 1 , / II I I , U' 1 \ \� I / \ \ ( I \II. r'I\ �\ /�_,,- '",N, \\\ /� \\\\� \\\ \ �\\�\ �\� \ 1\ 1I I try - __ \ \ \ 'il`_ \\IIIIII I \ 1 \\ ,� \ \\ \ \ ♦ , / \ \ \ \ �`\ ,Ifi\ \ \\I II , 1 \ , \ I, II I - - /1 rQ, \ III I - \\ \ \ \ I \ ,\ �-Ill /�_ (\ \ \ / �, / / \� �- \ .Q \\`\ IA 1'II1j 1 I 11 \I _ I II I / / _ Il-il-O` \ \ - Z. L _ \ 'S \ \ 'I\ \ \_\ ` !. \ �� \ \ + I ' , \ \ \ \ 2 - 'IIII 11 \\ \\\\ \\ \ \ \ _ ( I - -- 1 \ \ \\ \\�� \ \�\ \ \ X4 c \ =? !"�''�'• I � � / \ \ \ \ I I � - \ \ It1 I I I \ \ \ ♦ \ • \ �`,/\ ) / \I ��`\ \Q \ \ \ 1 1 i \�\ - \ \T mil' l --\.. /_. \ I 1 \ 1 II I I,\�J�\�_\\ `\\\\\�i V' \ v\\ v� - _ _ \ 1 \ `. /I /Lri it /, / / / -I \ \ ,� \�III� \\\\\\ \1\ \\�\ \ \`\\\\/ \�/// \ T_ __`_�_/� �\O\\� \ \\ 11 //�/ ,� \\ \\ \'I UP 1l a I 1 (\ \ / - -� s/ _ +/'�I/ f �(/r \/fr`-( \ 1\ II III�'f 1 / ,' \ I j \ , 1' \\ 11� I t% \\NZI�z\��\�\\��\\\\ \ \ \\\``3 _• r. _�-.�� ` \'` \\\\ \ \p % ��/ \ 1'1 I �� / \ ' \`\\\' \ `\ \ 1 Il,r,'r'I II/1� I ^..:__� 11��I \ \\1� 11 // \�\\ \\\\ . \ \ \\\ \ - , /, - I _i�\ " \ _ + 1 \ \ 1 I I \ - I M 11 1 , ( \\ �\\\` \\\\\\\ \�- _ // ,/i `:��- I-l�r,' ) / I\\\\\ \ / \ \\ I I 1 \ V- 1 r _\ + Il II I \ \ III IIII II I� / - - _ \--1 , ,' `\ \I` �\(\// \\\\ \\\\ y^y" g\\��\\�\�_�\\\\\\\ \�\�$� / /i_Jr°Jr1 //�_�r \\ \\W\ /,/A7\ \ IU,j'j \\ \ \/ /-\\\ / I I�,F\ \ l _ >� \ �>I \\\\ \� ,��\k,�\��\�\\�`J`\\ �� /i' '/ I`, I//'/, _ _ �' 1\�J1 IIII /' / \ 1 Y`iN`I\ I \ l i' \ _ lit - 1 \ \ - \ , , \\ / - ��:..\\:;\\Q``\"1,N `, \��\\ \\-'��-�) //.Y////'./,I /J IIII �( / \ 1 I`N 1 ) %"� _ \ I lu I \I \ \ / '� /''�� \ / I+ \I \1,� \� \; \\\\o\\\�\\\0`-Z`��\�� -- III /' / /' / --_- r + 1 .� �i \ I I / \ II 1 11 \\ / ��\\,:\\ ..,\n,\��`r�`\�� %� ` II ill //l/ r0,^" /, //II I� \\ �, 111I I / ` r 1I 11 1 IIII I II11\If II -/ �,' \ \ \I\\\ r � \\ �\�\ \pk'k- \ __- _\�i< c 1) I I IIII /I/ Il, / / / / 1 I \\ I \ \ I /r/ _ -\ .x ` // Aw l IIII \ \ \ \ \ I \ ltv 1 1 \ / \�'a\\\\p\\\ \��\�\\\ - aT�- �, // r' ff f 1 /, j� 1 - \ / i� Illy `��\ I , , _ 111 I� _-_-\\\ \\\\�\Q\ �\��_=-`�'\\\\\,i�/ /r/ ,//�lli,ll l/11 ll/ /!'`- / \\ \ GV �y _ _`\\X} // r ITI III\\\\ Il \` , \�A\ 1 / -r '1 \\\ \ \\ \\\�\`, : =- =9 I(� ) I _ I I I / 4 / / \\ xa�a+°r \ / - - � \ , �, \ u \ I .1, I II \\\/ � \\\\\\\11 I \ / % Ili/' i1111 11111 \1 / /- /'/ / / \ \ \` \ .� tS/Ie�/ _}.- I--, I n0 , // 1\ \J \ \\o\ \ //i / // // - �\\\O\\��\\��--ram/IIIIII(!%/%//// %�-� _i /' )ll Ij� iI /'/ �I1 -\� 1 `�, )- \ \ `jr�_' \ \ I I - 1 I f/ / I )I '\ \\ _ _ - �\ ,,, J 11/ �1\I\1 ( // / r r I /,1 i Itl�il-1� 1 ( f / 6 / / i'j 1 I� l l \ \ - _ � _[_ I III 1 \ \ 1/, / I I 1/// _ If !I r L _ / x_ \ \\ �� / / I I \ II I \ \ 11 II( rl III / N l- /( r'\ /� I I\ \ \� �\ /' \N 111 \\ \\ l IIII P\\l p III' /// i r� I I I 1 l '�) I ( \ -� -y I L 1 1 I I 1 f I \ 2.� ,\ q /I, �, I, I \�,// - - _ \ I I \ \ \ \ I I 1 1 \' \ / / / I I I II I /C �!• - // - - - ( \ \ �N - _�, 1 I 1 I / ` _\�\` r''JI I II\\� \I ,I IIIII\\I\\\\I\ \\11/ I/ % t I ,l I \ ( i // -- \�\�\ \\ \ �'8/1'�_-__- ,o r. I I \ \I / \ ,\ ,,// --^_�" I\(1( ;, \\,IIU�IU,1'11�\\\\\q`1\III)� 1 ,\ I\� IIIIIII\ I`\`-= 9� // , ice- \\-_ a \\` `�t\1` C\ ��._� ' �I �, )I�1�1 ( \ i . \T�, ,, til�\� \\\, '' � ,a:,- \// //i'p1�111\(�\I\\�\\�\\\\ �\\\ \ i n I\ � \ \\� \ \� / � _ �F _� �'�\ \ l� VI T y- _ _ I, I11 m \ \ C W I / \\\�\'C _ - �` 1 / j 1j A \\I \\ \\\ \\\\ \'� \ 1 I ,1 \�` \ 1 \ l / 'r �� ` \ \_ / / - __ \ ` - / 1I I l 1 II \ 1 I I W O 1 \ \ „\\� ��_ _ S 1 I \\ \ \ \ \\ \\ \ \\ \ I .1 \ \\ �M / / \ _ I r ,I I I I / r I I \ _ T�\ T -_ `_�\`__1 III )\\\11`\\I\\ \\�\\`\\ ' \141� ¢ 1 �I `N� I//' _� - \ _ \\\\ \` 1\ \ \� ��/ '/- �\ \ - /�'ll' I I\ II � I. 1 1 \ 11 (- `��`"_ /�\\ 1 1` \\`; \\\\ I I I I I \ }� ,,G�'�-.\�` L / �I 1 11 I l J I I O O N 1// // �O\ J'\\ ` _ III \ \\, )�/ %/ /� \ )II\ 1 1 I I , / /� ,Pie /,/, %'�\ \ ��,�i+�'�r' \ �`' , ` - / - - _- "' \ ` \ I / I I I 1 / I I \ (N N O �\ ;t , ` //i/\\\`-.. II_\_ - = !_�--�J'''/�i/�/// ) \ 11 \ I \// /' /IIII I`\ \\\ �- - --i \� \ i\\\`� �. -_/�� ' _- `-` Qi /\ I 11 11111 < \ \ I � � N (,�.` � I, , \� _-_:-� - > =3.= dip/i / r I I �'' /// I / \ \ � -M \ _ / �'Y / 1 f\ 1 - O O � " 7_ i I I \ \ Iy y �/� Jf \\ %_ \\\\ I �i ==y% i/�, I 1' I I'X \ /////i I I 1,\�� 11 i�\x"\\\ \ \ \ �'` /�� /I' ,- �� \ - '/- �) V II. I O O O L/J �� ,l :/ -- / / I / V \\ \� i= \ / / OO I \ --� �, 'G�/Y" IIIIII /jo'- /; / ' ; 1 r 1\\�\�__. e� , - ,_ /.rJ _ d l \- ---' 1\ \ l . �I G) M - 1� rn ; I I I L % I / (% ' / VI I I I Y \ ' / I / - \ \ ` � ` I IC� `'� _ 1� ^ / / \ \ 1 I \ 1 I ) Cfl CTl lv III; I \ \ %' ,i, / / / I / - /lw�� I / , ; , , V I / / /" / , I�j. i +1 1 %f -r f \ �, o II (i,f/ / 1 I l -mil ✓� �I1/I (/ X ,/IIII . J 1 / / I 1 \ t \^ ( \ \�/� I ( � '--\ I _ ' \ \ 1 t14 ` I Ile I // / /jf / � /, A\ 1� \�v J+ \ �� , V ii- / �� N . '/ / fjk Ci- J / .. III W l I j A 1 / / S� L / /it'll / /� I �\ -1r�\1 ` y� <_ / 'r y // Ln, -'+ l 1 �\ _�_�/ i ,- / \ \/l 1 / / _,�. _/ J / P11111,11 II , I' 1 j Illr I \ ,f�,,%///I , I I I \\°i17• �`�. "' l/ ,Y-=�-.f�` 1-- , +' �--/' - -40I r ' I _ I 1 I111Illif11 11 I 'XI I ? I \ \ \ ` > � _(- /_��/' - -f.3 ,t-*L.\ f / 'D \ l _�.. \ \ 1 II ' I� / I I \ '' y� l N 11� \j ��\ /\ `\ / V� j i - � _ -'I'l - \ , , �! , �� / , ^ I r I \'\\\ \ \ \ \ I + (,III,'' ;I ✓ I � I-� \ \ \ /r �/- _ / 1,.y11\ \ \ \ /e IT r / III l // \ t I \ - \ \ \ \ \ // / �/ � / 7/ _" - _ _;I_A \ \` \ =_ i , ' \ _ , I + - % \\\\\ I � %`\ \ �\ \ \ Il' �\ \2 /I II 11 /11 I j j Ill r 11l \ 6 \ \\ \ . I I I l /J II ' \ a \C`\ - \ ` 1 I //,/ %///- /i/i, - \ `\ ' + \ ( /l 1�\' �( ` �Y/ ,�\\ \ \ _ III IIII I I I j 1 . PI II \\ \ � ��\ � � 1 1 I \• i ,'/ / i.� � '/i �i \ \ 1 \ \ ` \ I I II I \ / J / f 11( �I41 1� \ \_ \kJ\1 c\- -. \ t,) 1 ,Y�1./� . (\ / _ 1 ' /ti�i 1 \ \ I 1 / I \ I i / \ i Y / / / /III 1,11 �11\1� \� + ` TIMMONS GROUP .•-':'•. p\ Z A` v v ,'I I I I I I ,' \\Q `\\\ OV'I�'�I/�� I I I l 1 ZZ THIS DRAWING PREPARED AT THE I M -iii YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com �, m N -i N z o ~` z o 00 S O U T H W O O D PHA - BLOCKS 11 & 12 COUNTY OF ALBEMARLE VA Z` i-, > O m rM m = m O m 2 A O z mo A _< A O rn Z A o a tv y o DATE REVISION DESCRIPTION 8/2D/2D2I COUNTY COMMENTS #1 12/17/2021 COUNTY COMMENTS #2 03/17/2022 COUNTY COMMENTS #2 OVERALL PHASING PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. LEGEND: NOTES: ------------- ------------ ------- -- — - - --------------------------- -- 1. NCSA SETBACKS REFER TO THE _-__-__-_-------- - c NEIGHBORHOOD CENTER SPECIAL i AREA. a - 0 / CONCRETE SIDEWALK 2. APARTMENT BUILDINGS 1 & 3 0 INCLUDE MAIL ROOMS, WHICH IS I I I - ryan D. Cichocki Z WHY MAILBOXES AND CLUSTER SEE SHEET Ll.l FOR HEAVY DUTY CONCRETE UNITS ARE NOT INCLUDED AS A I -, REPLANTING PLAN IN i PART OF THIS PLAN. __TRAIL BUFFER. Lic. No. 53741 HEAVY DUTY ASPHALT - - -- -- -- - - 0 3 � _ _ — - - APPROX LOC I ~ _ - _ — SIONAL APPROXIMATE LOCATION OF — — — �irr s — ENTRANCE FEATURE � ----- REROUTED UNDERGRQUNR-------------------- � LIGHT DUTY ASPHALT ——UfLITIES (BY OTHERS). SHOWN GP FOR INFORMATION ONLY. ° Gr — _ _ GP GP GP GP GP Gp GP "' o MILL AND OVERLAY — —OHr— — _ —oHT u r— — uGr-- - -- - —ucr— - GP N L? N _ SG — OHP� — ono O P p� _ li GP > E — OHP LIGP GP N RETAINING WALL a E DRAINAGE DITCH oyP� DR ° HEIGHT t3.95' I _ > " 7-STORMSEWER °HT� _ � _ c EMOVE EXISTING OF GP a LL w 3 ° c) c OW OFF ASSEMBLY, 0 LL o HP� BUG BUFFER DUMPSTER PAD DRAINAGE oyT� _ I I TALL 8" R REDUC I UFO � ZE u0i L M BUFFER /�` CH Oy ��f[ C w v 0 # # # 6"X6" CROSS WIT 6" `y z Gs�O GV TO 6" FIRE LINE, "" o m _ '� > cn vI m __ ° a OFF ASSEMBL n UFO w N v a z z z u �l I R BHP WI 6' GV, AND CAP W H 3 ? F v v w w w 18'. • :. 1P ", aS \ �\ A TA FOR 2" COPP a 3 O n Q w 71.01' �� v 0 000 TER VAULT. A L ❑ 0 �L ITTI E Ln v z c° v u R3' R5' OS R FITTINGS F \ l F < 0 ASSEMBLY. I PROPOSED PROPERTY LINE Y ry 0 0 8 PER BLOCKS 11-12 SDP m w 000 / vv Q� UL)U ACREAGE: 2.63 AC o v 24 2 ER DUMPSTER 18' I W J C R3, 81 TRANSFORMER ,� ^ o PAD W 9' R20' 9' /, , 45/BEND T NCSA 10' MINIMUM o W / �: • I I FRONT SETBACK © -16'' • SOUTHWOOD APARTMENTS 45° BEND I " `� . LD ° BUILDING 1 o (4% LIHTC) NCSA 28' MAXIMUM _ FRONT SETBACK ~ I a FIRE LINE W; 6" DIP / N I I R3' o 00N 10 TENTIO 9 ° BEND ° ° '�J '' ? F ry rN N 1 (TYP) B CUT DOMESTIC LINE'G' 4 / z N M = ¢ n r` U 0 rl � m O in DATE > I 0511412021 SWALLO Al LAN PAVEMENT CON 230.34' 70 } DRAWN BY KS 9-11, I / I PARALLEL PAR G SPAC - 9. a / a STRIPING T E ADDE K. ROESERI WITH THIS e > 26' SOUTHWOOD APARTMENTS z Imo' S / BUILDING 2 �° TRANSFORMER DESIGNED BY I 1$' / �' '° (9°k LIHTC) Z e .. 9 TYP. a . 6 __ • K. ROESER a I CHECKED BY TYP. 6'5' / 11.25°+22.5° • III S I R3' ' . ea / +450 BEND • B. CICHOCKI I ° 2' OVERHANG FOR J 4 • SCALE I Q PARKING / 1125°+45° 3: R3 NCSA10'MINIMUM / / °, / / 1"=20' ND co I 240.4, FRONT SETBACK FDC RO OS PROPERTY I Q ae/ • > FIRE- LA(V LINE E BL KS 9-11 SDP 16'• : NCSA 28' MAXIMUM Z II _~ FRONT SETBACK / / MAKING CR GE: 1.40 AC R I / 11.250+ R12' Ii I 67.12 450 BEND 2" MET R I 90° BEND R3' c " / �-� 6"W N I ACSA EAS MENT R C RD WITH /' Y FIRE LINE'F' 6"REDUCERI 9-11 E E EN LATS ` 9.. ' , ' , / S- a < L / FIRE LINE FIRE LANE 'A' / MARKING / / 06 6" PVC PRIVATE / / ': v • ri. DOMESTIC LINE'B' ° 6�1'V SANITARY LINE 9 ' • ^ 62' R/W ° ono O 1 / a 22.50+450 S S N 45° BEND jj'O / 1� SAN ' SAN 24' S f' a ° Q / BEND / 61 V / cIc a 11.25+4 °BEND ° 8"W ° r 8"W 8"W W W / R20{ 5' FIRE LINE SFIRE / v FDC MARKINGy cn / p / > . / °° ° 21.3' ° w Z / C p° ° q; ° °°o, Q RETAINING WA L °> MAX. HEIGHT .95' w J / ° ° SOUTHWOOD APARTMENTS < Q ' SEWca ER EAS ENT F BENEF 5' ° ° _ _ — — OFT PROP e e BUILDING 3 LL — — — — WLTHSGUTHWOOD-T-M AS � ----- --- ---- -- a. PARK SFCE 9oLIHTC)06 6'p-- 6' ,/, / 6,5 0 a Z 9 > S rn 2V SANITARY SAN �n S ACSA EASEME T OU O ° n Q I. .S p^ / 5 PVC PRIVATE Q N / / �a SANITARY LINE O J 3 �// 5 SAN W 's F MINIMUM SIDE GJ - STOP AN / 5 S NA 0 BUILDING SETBACK / / SIGN ( 1 W W fd G-11 I 61' W / 44' R/W ' : O / 22' o W / / 8'W ' ° e °. .. < . . $ / 81N 8„W 8„W 8"W 71 v ° 1+ \� 25 ROW FOR PUBLIC ROAD ° \ \ ACREAGE: 0.43 AC — 0 JOB NO. cu \ \ — — — — ' — — — — — — "NO PARKING" SIGNS (TYP.) O83 47118 \ \ I SCALE 1"=20' r — \ \ I iczmm I I SHEET N0. ? L_----------J 0 20;/ _So'_ C4.0 a i c 0 d 0 3 a D a0 o 0 �z 20 o � c T E -6 a a0 Oc K N 0 3 Z z„ o� � a 2 6 `� Q§ o. dm 2 Y N X c 0.0 016 aE J 12 C ate. O c Eo 0 e° 06 a c 2c 10 a 0 w c ur 2 �N mOC � o c � m nE 1? F_.9 L LEGEND: r II------------------------------------- I --- y NOTES: c 1. NCSA SETBACKS REFER TO THE NEIGHBORHOOD CENTER SPECIAL I I I I AREA. I ----- ----- -------------- 2. APARTMENT BUILDINGS 1 & 3 0 CONCRETE SIDEWALK E SHEET L1.1 FOR INCLUDE MAIL ROOMS, WHICH IS °LANTING PLAN IN WHY MAILBOXES AND CLUSTER , TRAIL BUFFER .-------------- I I _C — — — — — — — — — — — — — — — — — — — — — — — UNITS ARE NOT INCLUDED AS A HEAVY DUTY CONCRETE G> PART OF THIS PLAN. _ — APPROX LOC ® HEAVY DUTY ASPHALT ENTRANCE FEATURE � / LIGHT DUTY ASPHALT GP GP GP GP GP GP GP / - -- —UGT --- — T _ - - --UGT -- - - \ G GP GP I � � MILL AND OVERLAY i RETAINING WALL AP7cp LOCATION HEIGHT t3.95' I I c REERGROUND C'P 1 I — " - " — DRAINAGE DITCH EMOVE EXISTING OF GP UTTHERS). SHOWN c P � c j OW OFF ASSEMBLY, FOON ONLY. RAINAGE Oyr� _ I I TALL 8" 6" REDUCE I OF GP OHP— 6"X6" CROSS WIT 6" GP I GP NCH GV O 6" FIRE LINE, OF I F BLO OFF ASSEMBL 0 C R W/ 6' GV, AND CAP W H a HP 12' \ GHP� A TA FOR 2" COPP I UFO I I HP I �_ I U\ O M TER VAULT. A L ❑ 71.01' ' I ITTI E \ DRAINAGE DITCH A OF C,p ° 1, \ OS R FITTINGS F O ASSEMBLY. 1 PROPOSED PROPERTY LINE f3P o / PER BLOCKS 11-12 SDP OF �j °' ACREAGE: 2.63 AC 2„ ER I 18 ' GP \ ' / D STER �y UFO TRANSFORMER 5 ' / I PAD �_ I GPI f OF 45 BEND ' NCSA 10' MINIMUM �g • ' �� C / NP ' SOUTHWOOD APARTMENTS 45° BEND FRONT SETBACK D p BUILDING 1 ro C: OF / / �:: o (4% LIHTC) I NCSA 28' MAXIMUM FRONT SETBACK ' ° / ryan D. Cichocki Z Lic. No. 53741 IONAL �Oti �irr s M E O O N � N C > E a E w Lu Q LL o 3 p LL W L M d J V o0 —in Z 0 rl ### N N L N N a H H H v w w w F+ 30L_nx NV E aJ LL w .c z 000 N > m O _ v w 000 U U U 00 a FIRE LINE'H'; 6" DIP ' 1 2' OVERHANG FOR� / ONP N N N a. 9 °BEND 0.C1� PARKING 1� : �� / F ry \ \ > o 0 rl DOMESTIC LINE'G' Gc I 0 o ' R15' 6' CURB CUT 24• RT 9' : / I 0 (3) - 7" R SERS C.° g, ' . (TYP.) (TYP.) / II ; DATE / 05/14/2021 2' OVERHANG FOR i O} DRAWN BY 9. • / PARKING v o V ' . R5' K. ROESER SOUTHWOOD APARTMENTS 5' �' /° BUILDING 2 TRANSFORMER ' 9' I DESIGNED BY a / R3 (9% LIHTC) • RETAINING WALL I • K. ROESER 6' MAX. HEIGHT t4.5' R15 — 6.5'+22.5° , ETENTION 12 _ _ 14 +450 BEND _ / O 4 g NCSA 10 MINIMUM ND • ' • ' 240.4, FRONT SETBACK 1$'`` FDC °° FHA TYiP. p FIR -LAN 6,X ' TE :G� 1, ' NCSA 28' MAXIMUM ° / 2" C PPE . ' 9` : R15' / aRA—IN:G TYP. FRONT SETBACK R12' 3, ' 11 END P FIRE 8"X4" EER TO WM FIRE LINE W 90° tskND 67.1' / 45° BEND 2" MET R 8 IN K 8 W " GV J L E' ' 8"X6" TEE; 6 900 BEND GV 26 8"W 8" 20 WATER MAIN 6"W ti FIRE LINE'F' 6" REDUCERI 8"X6" TEE ACSA EASEMENT R15' ' L91 / v . FIRE LINE W 45 - e° / 1 / DOMESTIC LINE'B' 6 W 45 BEND 62' R/W 22.50+450 l m / BEND D 11^25+4 OBE ND m R2' 12.1' ° ;E LINE' d TRANSFORMER I �..8 FIRE LINED' ° DOMESTIC LINE'C' FIRE LINE'E' WA L • p° °•e T .95' ' 5' ° •' SOUTHWOOD APARTMENTS 66.97' ° BUILDING 3 ° 6' PARK PACE (9%LIHTC) 18' MAXIMUM FRONT BUILDING SETBACK A SANITARY r ACSA EASEME T `I a' / 5' MINIMUM FRONT BUILDING SETBACK Alp" SANITARY LINE mm-alavalffivill AMW WEI 44' R/VN' I' I I 8" GV <' i 7 22' a 22' 20' \' / i ,W 8'W 8 W 8'W 8°W 8„W 8' W 8„W 8"W i 8"X8" TEE H• / � 25 \ v ROW FOR PUBLIC ROAD ACREAGE: 0.43 AC \ Q ; \ \ I — — — — — — "NO PARKING" SIGNS 1 \ \ I I (TYP.) \ --J —_ J • CHECKED BY B. CICHOCKI • • SCALE 1"=20' -DRAIN E DITCH B T /I�<c< 66 / I \ I (1) v \� O Q a q W mJ J L _^ }} \ O 0U �v O Q O J t E14iTOF MMDvTATMA CER (O� WITH "NO PARKING" SIGN `+ • TYPE III BARRICADES END OF ROADWAY MARKER WITH "NO PARKING" SIGN — O�3 JOB NO. �P 47118 SCALE 1"=20' SHEET NO. 0 20' 40' C4.1 L F- 103\47118-Southwood_PHA_tt-12\DWG\Sheet\CD\C4.4-HOUSING & DENSITY PLAN.dwg I Plotted on 3/17/2022 11:07 AM I by MattDenhard _ / \ I 0 ° o ° \ O - O O O 0 O / ` \ / 0 m / O ° ° ° \ \ \ /`2O O O O O ° CD O ° 0\ O ° ° ° ° O \ O/ p °— o ° o / °'OHO - � O �\ O O O° o N 1 OO _° O O ♦ �/ O O O � O p O 0 /0 0 '° � o / / �' 0 / °o� `I °°co _0 0 — �1 ° / ar01 c / I / ii il 4�/A\ '\ 0 o mo �\ ° /co0 n / o ;� o ��a \ ° i �° )� k, 0 , I o ��fll ° \ moo 1 °° I c / ° ° 00 ° _ - \ 2 ° p O - ° p °j .0 ° II nC7 II I p ° �_o \ M'o ITO K°T � (nD ��y °o Z ' O / 1 ^ �i I 0o (n 0 / 0o ° \ \ o\o I wr O \ / / O / f�/�O O ° ° \ ° O ° ° / 1 �� yp (� O D fw mil 2 (� \ ° o \ ° ° , 6q7�/ \ \° ° 0�r� \ ° o 0 0 0 �°� ° /�t/ r D D D D D D D D D D \ \\0. DD Z (zj 2 I ao' v k / O A 2 / // o r C C C C C C C C C C \ 0 0 ~ m~ I ° o www� \ -c \ P 0°�0. °0�°A ° o o0 0 00 Dnv 0 m ? c c.. nad 00) 03, ; \ \\�°ate / ° _ J \ �\ nay � � \ °0 l nay ^ \ \ I 1 J n� �\ ��-r7' /^ \� ° \ Jn \� ❑ > I qo ��_ \I C I <\ `' LI // / /13 On n IN din— � �` \ IN [Al din \ �� ` n W lip—d�' -\\ \ ,\ \ \ [ I / /� ` I I,' I I OA i —1000, -_1 \ O / \\� \ I� G T_-J 11 - ';:'1001 r I I I \ p'00,%! /�r=T7 - ^ I \J q\\v'000, N 100,u I 100, CIA 12 �&n — �- --� - Q'L \ I q1 0\ n h I I U I\ �\ \� ' \ Z� \ °'h+ \ — {�5 6 .if)7--'T— \ ri�n oaf \,m / s, IlaxX O� I 1 y y f fi� �13 f13n �GI \ dDnln I L / / / �� V /�O C `v\ ` --� j7 �� C — C �� _�I �n / _ \� �. IIIIIILU II91�— nIIIII I; III _Q JI --n U/r'~� // \ �\ �'''' L4 � ��--\� C_�� \�,°;tr/ �va 10 /01 II I I II I ill oll _ II ff TIMMONS GROUP �m V - SOUTHWOOD PHA -BLOCKS 11 & 12 W z o o 00 COUNTY OF ALBEMARLE, VA HOUSING & DENSITY PLAN •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com p� DATE REVISION DESCRIPTION m o 8/20/2021 COUNTY COMMENTS #1 u D ~ n 7 A C) O A O ~ o a lz /17/zOzl COUNTY COMMENTS #z 03/17/2022 COUNTY COMMENTS #z o m � O o Vmi o Z t" These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- 0AIuI I I6 00urnW00u YRA_I.1-IL\UVVU10nee[\UU\U4.4-UC I AIL INVU011V0 N ucrm I I T VLWV.uwg l Yloaeu on 3l-I //LULL -I I:uI I uy IVIa[[ Uenna o 0 \ 0 0 °° 000�` 1- \ \ 0 ° 0 ° 0 ° \ \ \ 0 00 0 Ci � \ \ 0 0 700` ° o 0 0 o 0 �Q\ \ I ` � � A \ °0 ° 0 \0 I °0 \ \\ 00 bYo ` O \ ° ° / \ 000 00 00 `° ° \ \ \ S6� 0 0 � 0 \ o � / o \ \\ 00 O 0 O ° o 0 0 009dW33 / �. 000 ° / 0 `° \ \� � / \ \ �° ° don ! AA ➢� o \ I O \ \.i\ \ \e5'o a // 0 ° o IN °° � � ` f �/ --- — =of \ a, , o r It Q /r-7 \ �I I �I ��J ❑ �dn / / / / / / / I m100 I 1 I �m 1 I C LJ� --- il� ✓ / v /z \ o I I /% r v y I 1� i m �- �oono I r 9171 I I m _ I T I) z c I �yIi i I I -i — I/ / t I — I I o m 1-- — — — — — I � < ua A32IX> I I m I I \ �<P now A3aX> I I I cI I^ AV A I I I ►'A o00 — I I \ _ aO_ 2 I I \ \ 00 CA n I 11; Ir I I; IOU \ me I I �\ my =°\ EliI �" // I < 0 III n 1� • ` Im Cn tNVS � � ° C /_ � � -n p i � r -n ITI n I NdS j M� O 0 z A 1 c E _ den-- "I z op _ �i m o o�� 01 \ I z m N 0 y D I cn O O I Nds / \ /d • p0§ :NdS$3 \ \ I I I �I r W Z I _ A ry r I I5�'. 01� V HW G r m� �-� i 9� OX3 \ TO r �AIi nm I m °Ic S bi ry I d`U I 5Z9Wad \ Ong 0I I I I 10 ` I I I ti�0 I I \ U _ ° - ion III IVIVIV I LG \ �� Q J III I �� 6` ",'d�I I o \ I A O �l 6 NW rma V A �V ✓✓ �v --�--I m y mo I I nv v / o�� I I > -n I J \ , - b /2 ��, aoi � I❑ I \ _ ,o. �v � "III I a °apt �3 lJ�r, 3 o z °' oo n N D L.� [ O _ C a Cn 10 I �y I N h I �— A Z z a o -- ---- s n <<<<< <��< Iv— v�> III °°ILJ o — �� III ; I r __r > 0 CID D m n:> > z 6yW�dS P t m \ / �� < < <<<�<<�� I I ' I l �j m n c��cnmc,� \ D o m FDA o o a >00 3 D-n O D D 00 o m / \� l\ nn z r r- \ n/►� \ I I II M i/ r fn m m / O D D T MMONS ROUP �m V W SOUTHWOOD PHA - BLOCKS 11 & 12 �m Z •p z Ira p O CO COUNTY OF ALBEMARLE, VA DETAIL HOUSING & DENSITY PLAN 7-- —d o �•• THIS DRAWING PREPARED AT THE • • • • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 . TEL 434.295.5624 FAX 434.295.8317 www.timmons.com p� DATE REVISION DESCRIPTION N m A A o� o 8/20/2021 COUNTY COMMENTS #1 12/17/2021 COUNTY COMMENTS #2 i a n O z O F °v m p o < � A o m M A Z { �+ m OO 03/17/2022 COUNTY COMMENTS #2 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. ° � - FHA - - - _ - - -- _— __ , - - - / -- ---- _ ° CLASS B TYPE 2 \ --_ _ yy ' / ° ° PEDESTRIAN TRAIL CLA B TYPE 2 J 1° PE STR AN •n 1 pLD LYNCH BURG ROAD - -__-_ y_______________________ �- — — — — — _--------------- 0 __ p (1493 LF) J OLD LYNCHBURG D l — — — _ o O$g ( f \ �E SPACE #=(�4 2 ___ 110.02'R/W STATE ROUTE3----------------------- BLOCK BLOCK 9 -- -_ --- / ° o A� NITY S SCALE 1"=100' \ o �o \� 059 F U , e I ° \ / 0 1") I t'N n 1/ A /l of AV /_Un lNln : - h - ryan D. Cichocki Z Lic, No. 53741 girl s M E O O O U N � N C > E v E w �w iv3 Q LL o 3 p LL - wO `m^ O W L M d J U W Z r N N w -� 0 # # # In (AN N a H H H Z F i V U W W W 0 000 ° I 0 / / O i, N /, 1 - ` _ -. ..�H O R I Z ON ROAD a _ V / I ° - \ ° / O ° / A' ... \ /, HORIZON ROAD _ _ _ _ _—_ _ _ _ '� Ln OJLr; Z CJ CJ V o tt ` off• c''a O ° a �' ' °o° BLOCK 2 0 / :/ �� i 1 CLASSBTYPE _ _ __^_� ■�" o� .. �7� _ \L ° o STREAM BUFFER/ EDES IAN \ PEDESTRIAN TRAIL ACTIVE USE REC. J M 000 /' ° 1 ° ( ° I L4 LINE ° ( C �233 I (�} A PEC TRIAN TRAIL ~ AMENITY (6500 SF) /� ® o_ V U U U 0 FLOOD PLAIN ° C SS B TYPE 2 230 LF \ 1 43 C o CONSERVATION AREA l PEDESTRIAN TRAIL 3LOC ° I \ I 1 T -1 I (1 A () I BLOCK 1 1 - ® t' p 0° w v o \ (297 LF) �U PER SDP202100006 I_ .. I Y� ° ° ° o ° / / ° IWITH ADJUS ICI ` \ INITIAL SITE PLAN '{ ✓_ I \�- / I� c 0 0 ��✓✓ o 0° - ° 0LdCK '� I �� APPROVED ON - - _ - „�/ 1 0 0 ° /0 o o v' kcT 1 1 3/9/2021. PROVIDED — c -- --- - - �I- {o� p / 0o 0 0 o O o / °°° / \ I \ FORREFERENCE>\\ v Blrro:•.:.y.,...oANE �' 0 ! O= v / o 1 LD _ _ N I rlj 0 0 0 o .�G� I \' iG*H I w LLjF N N N �- 4-- / 1 PRIMITIVE TRAM° I% 0 o ° o J (4U QF) / L . Rd u _ t\ \ r v �I a4 a o / 0 0 ° ° 0 0 0 0O o 0 0 ° ° ° ° ° ONN TI �J� �• V -i(' �\ V� Y� �� V ��4 �I �� 0 DATE °° I ° GAR N I �J a ' \ - - ® ° 0� 0511412021 / �J/l \ 1 ® cos O ° % J / / / (2693 SF) -r- °U 5 v \ } DRAWN BY o o °/: <o '� a"rg�5 \ i \\ J \ K. ROESER ° BLOCK �°O° PERSDP202000G48 j s �t DESIGNED BY � APPROVED ON C K 3 11 /23/2020. 1 / K. ROESER o - +2 �� ° o0. �� 1 PROVIDED FOR W � CHECKED BY o ' 1 / REFERENCE ONLY ( - — / �� I// /'I \ - • ° I I / CLASS B FCTcn�� i it I _ !� �°� l • B. CICHOCKI o TYPE 2 TRAIL (2555 SF) ✓ i / \ UGT / I I ■ `° ' �) 1 0`° I ` / (746 LF) BL 5 C I / ` / G ~'4'*s I \J • • SCALE 10 if" N° ly PLAY FIELD / l / / / / �\ 'Ia s ¢ • 1"=100' ° ' III (4415S I \ i � i o� o I I /� / / I 0 I�' TOT LOT I I c IF _ \ 00 (1866SF) 00000 �� \ PR/V/BLOCK` BLOCK ° SEINE PRESERVED °( P RK\ D6.2 STEEP S� / R i A w� 0 �\9�P� o 0 D.B. SLOPES (1855 ) \ o \� �� TYPICAL) I 40V / � � cz IN I �4P# ° vv sqN� _ UNITY L / / Vie§ v v O/B 0 K 7 10/ _0 Alp, _ ® (■/1� o \-�Y 01 Cr 9 \ o ��` \ 0 20' SANITARY / :q� 2..o _J p EX SAN. Mf�17 / —� a c vx a _ l L o ER EASEMENT uca _ °\ / ° =UFpER (WATERTIGHT) `��a e. 2984 p. 688 l� ' ucr� \ ® °P` m° \ \ ° cC 0 TOP = 398.1� f - O ca4 'LA- �o.n S ) Q w ° LlQ99P.80 o ° ��\ �\ EXuG SANMH26 I / / 1 ® ® Lu \ o 0 ° ° ° ° Q 1 KATERT/GHTIVENTED / UG acj U 1 ° 0 ° ° 0 �$ 0 Tp )Pp =,p3, 9,p6. o ® / JL \ ab tJ / Q Q V ° 0 0 0 0 0 0 0 0 \\ \\L 90.6/D ® J �� ® © j /' 0 U) 0000 00 00 �� I ' �' ® _ ___--�v ' G - o U ° \� � / \ \ / , 0 0 ` °��\ / / — UGT/ / �••-�\ 7 O ° ° v o \00\ 0 0o A u1 V / / XSANMH25 0 i �� ' I C. (WATERTIGHT) ° I o o L1. =338996..20 - TOP= y I - 0 If i II \ i ® �> _UGT It/ D ° ° ° °� <� �. �� ® —UGT — —UGT 46�/ v �, / l l i I I .\ IIGT I NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. JOB NO. 47118 SHEET NO. C4.5 c a z c 0 d 0 3 c a. D a� o � �Z 20 o� T E O a m a. Oc � m � 3 Z z„ 0 � a 62 6 Q§ o. d m 2 Y h X c 0.0 016 aE J 12 c 0 E `o 0 m 06 a c Ma 10 a 0 o � O O sE E F_ L ------------------ — ----- HIS SHEET IS PROVIDED FOR INFORMATION ONLY TO - - -_ ------------------------------------------ -----------_---- y ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. - ------------ _ _ THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE I SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND FOR USE IN I / - RECORDATIONS. OLD LYNCHBURG ROAD STATE ROUTE 631 / a (VARYING R/W WIDTH -------------------------- - - - I I - ------ ----------------- - - - 10 PU ' BLIC ACCESS ---- EASEMENT - ---------1---------- — -- -- - RECORD -WITH 9� - - _ _ - - - - - - - - - 1idC,'RE3g AND -EMERGENCY EASEMENT - - - - - - -EASEMENT PLATS GP ------------- ACCESS EASEMENT& GP GP- - - - STORMWATER ACT _ _ GP GP (,p GP —O T — — — — —OHT — OHT oHP— O U T — —UGT — - —UGT — — — — — G� _ — HP— OHP— _ O— —. 11� GP —SH - — O- --- � I -i �OHT----- OHP— �\ TH �F � r� �3 ryan D. Cichocki Z Lic. No. 53741 SCALE V=20' 0 20' 40' o��SSIONAL �irr s j UGP E 0 o GP N c GP > E v E w IFO GP ~ U w 3 Q um tj O U. O O UFO L ~ Qj V20 Z tiNN w —Ln 0 ### UFO- W ry INn a H H H c9 ? ° v ,, w w w 3 0 x N2: 2: E �d' aiLL W 0 2: 000 2: 2: o UFO bH _ \ w `6 a� O /�O m W 000 OHT Of V V V ( _ I I PUBLIC DRAINA E / oHP 00 00 II ASEMENT RECORDED WI H o° 0 c '- _ I 9-11 EASEMENT PLA I _ R 15' R25( - �W R18' ' / 0 R18' SOUTHWOOD APARTMENTS LD BUILDING 1 / I , O (4% LIHTC) cli w F N\N I ' a zO W.tiO � N M I(n_ DATE I > 05/14/2021 0 DRAWN BY K. ROESER D I y.. ° SOUTHWOOD APARTMENTS • DESIGNED BY BUILDING 2 z I I I VARIABLE WIDTH °� ° / • / o II I I I STORMWA I ER FA (9 /o LIHTC) a I • K. ROESER ACCESS AND MFy1NTENANCE / CHECKED BY EASEMENT I • EX 2' (WIDE) COMMUNI TIONS � I ° B. CICHOCKI II I I EASEMENT FOR SOOT ERNNET • • I OF VIRG/NIA, INC. CLIFTON °. SCALE I FORGE W NESBORO • 1"=20' I I / TELEPHON COMPANY DB 30, PG. 176 °o 20' WATER MAIN y I e I . / ACSA EASEMENT • I I z I/ ti a ° II ACSA EAS MENT R C RD WITH R3' `6 Yc 6"Vy N 9-11 EA E EN LATS I V / Uj 1-1 / // / 10DOMINION POWER R18' S � I _ ' o SAN R18' S / / / / / / / ( / EASEMENT 3AN 8"W $ W w SAN z Q a J J C a / I SEWER EA S ENT F BENEF - - - - / OF THIS PROP CORD — — — — — — — / - - - - - - - - WiLiS9UTHWO0BEAS ° " SAN s 41 N R25' R25' LEGEND > :. HORIZON ROA HORIZON KVAD I I 1A/— F1PUBLIC DRAINAGE EASEMENT ❑INGRESS AND EMERGENCY ACCESS EASEMENT & STORMWATER ACCESS EASEMENT ACSA SEWER EASEMENT ■ PUBLIC ACCESS EASEMENT ACSA WATERMAIN EASEMENT ® VDOT ACCESS EASEMENT ° ° v W ION POWER \ \ I ,a ° m Z ° SOUTHWOOD APARTMENTS Q W BUILDING 3 aLL (9% LIHTC) O w v / cn U) 0- 20'SANITARY ,RO ° D Q ACSA EASEME t OU w PVC PRIVATE O SANITARY LINE O / / r SAN°s J PUBLIC DRAIN A 44' RAN O EASEMENT , ^ V 1 8„W 811W JOB NO. — — — — — — — — — 47118 I I r SHEET NO. L_--------J C4.6 L LEGEND II --------------------- - PUBLIC DRAINAGE EASEMENT ~ I I II ❑INGRESS AND EMERGENCY ACCESS EASEMENT & STORMWATER ACCESS EASEMENT I ACSA SEWER EASEMENT I c ■ PUBLIC ACCESS EASEMENT GP El --UGT — — ACSA WATERMAIN EASEMENT I i ® VDOT ACCESS EASEMENT y — OHP� r b. 16 y 7 SOUTHWOOD APARTMENTS BUILDING 1 (4% LIHTC) R s a a 9 EX. 2' (WIDE) COMMUNI AT/ONS / EASEMENTFOR SOOT ERNNET OF VIRGINIA, INC. CLIFTON FORGE W NESBORO TELEPHON COMPANY DB 30. PG. 176 S l a / s N \ \ \ C f• -F------ -------------- — — OHr— - - — OHP- - SOUTHWOOD APARTMENTS BUILDING 2 (9% LIHTC) 20' WATER MAIN ACSA EASEMENT -UGP __ Gp _ UFO Gp UFO l44/ 411 � s O � °° s w Z a 10' DOMINION POWER ° EASEMENT ° e o° SOUTHWOODI BUILD] / (9% LII 20' SANITARY ACSA EASEME T.°. 'PVC PRIVATE ° SANITARY LINE SAN \I BLi� J � PUBLIC DW EASEMENT 8"W nI 8"W I\ — — — — — — — — — — — II r r _1 I L_---------J Im NOTE THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND FOR USE IN RECORDATIONS. / I P I GP I GP I HP I I I OF p GP �-- UFO I OHP� GP OHP� i — UFO � — OHP OHP OHP OHP ONP. — UFO OH 01y7-' 0 — OH _ — HP_ 2 VARIABLE WIDTH PUBLIC DRAINAGE EASEMENT � IE 1 r- --r L — m a INGRESS D EMERGENCY ACC S SEMENT & STOR WATER ACCESS EASEM NT ALONG FACE OF ;r�yan �DCichocki Z Lic, No. 53741 � 3/ill n -'w7 M E O O N � N C > E v E w Lu Q `LL o 3 Lt. W 0 N ^i cl�W L M < a J U a0 Z .-I N N O_L NN a HHH ?F °1M www V 30Lnx N E �_j W OiLL C z 000 Ln= N O w 000 o: U U U 00 � H p N r N w W 0 N N ��rl rl a N M z O O DATE n 0511412021 0 DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' • CURB <l� T W / I \ F / -----� Lf) -20' ATER MAIN \ AC EASEMENT v \ \ \ O > Z \ J LL JLu I..L \ Q \ L \ m Z Q a W LL L \\ =^ cwn VDOT ACCESS EASEMENT \ (FOR TURNAROUND) \\ \ Q OU w v 0 0 O 2 _ O O a'3 JOB NO. �P 47118 SCALE 1"=20' SHEET NO. 0 20' 40' C4.7 a 2 c 0 d 0 3 a. D a0 o 0 �z 20 o� c m "- E o a c m m a0 Oc 0 3 Z 0 m o� � a F d `o2 5 Q § o. 2 Y h X 0.0 L j 12 ate. O c Eo 0 m o � a c Ma 10 a 0 w c a o c 0 a� E F_ L / \ I\11 \ \___________ f--_-_----- - - -\\- \ \\ \ -------I -_ T_____- ___________- \ _\_`\-----_______-_ _TH ` - - - \ - o \ -------- \------- -1--------- \ \ - 2 \ \ \ \ D. Ic of 1 \ \ \ OLD LYNCHBURG ROAD ` \ \ \ � � - � \\ \\ \ \ I - _ � ryan D C' h k' 'Z STATE ROUTE631 \ \ ` \ -- - --- - - _ -- \ \ VARYING R/W WIDTH \ \ ' ' � / \ \ONAL ------------- I OHT I- - - - T n T _ T- _ 7` -OHT � - ' ' -� OHT / (T�'F. _ - _UGT --` / I / / / ' / / ' G > c OHP _ _ �p E -�GP GP i - - - - -- �.4y8 - - - ! N 1 - - ' / / / \ �8 . d86 1' ' ' ' ' a, E �- Sj�-�_/nr / / 4 ' - -a�6 TP - - - - - HP % \ _ �'d$i d�'a d89g8' ^.� \ ' / / _ V'nr � / 12,A13-�,47 - / 9 1 ONT \\P� _ ' c�, / ---- V� / �� /d9----'-� GP '/ �LU N 3 ST SEWER �I (,' - / ti .. co v a78.T3a 1 Ta7C91q57a'.-�\ l.Q3 O a �Op fAVrvm oo� Z N#N f79.38' M O # 0TC HHH475.93' ---- a www ti-49 F r -- -OVER AND 23�x V O # E zVVV OF �v ko O lIf \ \ 2 lt1 0 \ \ ; \° N D W 000 V V V 00 493.06' o w FFE81.60' - _ � 1 1 � / _. \ \ �o F- TC \ \ TW 485.60' \----- _ \\ 19 477.71' 1 ; \ \ BW 481.60' \5. I 1 / I \-------_ FFE-493.00' ' R15' \ 5' I 1 ,' \ - TW 485.09', I I / •. p \ TC \ � / W / R18' 202 1 TC \ \ _Bw 1. / / / / \ ° v NCSA 10, MINIM � M 92.82' ° W / / R18' 11 77.12' 2Q4 \ \ / I I l I / \\ / q I I FRONT SETBACK m 203 SOUTHWOOD APARTMENTS BUILDING 1 / / / au / / / \ 0 (4% LIHTC) / / / / / NCSA 28' MAXIMUM I 76.75' 1 \ \ / / / / / o H \ I I � s i °.' F'f20NT SETBACK 1 \ ti N I TC l'/ 1 1 I v`C/ \ > w O O O / `TC I 478.04' b. / / / / \ 1 \ w F N N N I I 477.52' ( D3 / / z a o r, ¢ 0 N y - . / I / -7 •475.3 / 47Z0 ' 1 '\ / / / / / / / / a \ of 1 RD1 b \ Z °p , C) v I I 1 l I l a 1 V 0 TREATMENT: CU 1 / // // // DATE // / / / CONI STRUCTURE \\ O G'UT DISSIPATOR CE ,' ` 1 / FIFE 2so' / 1 I / 1 � 05/14/2021 > ' h GABION FOREBAY / / / / Ex DRAWN BY �W 492.21' ° / , / \ I TC 06 .a75.35 , / / D5 // / FFE 0: 1.60'' / / J /� 490.15' e . , 492.66' \� K. ROESER / / Ex SOUTHWOOD APARTMENTS I DESIGNED BY / FFE 1: 92.59 /492.15' °' , gg ✓ 490.27' I BUILDING 2 I TC / I / ' / // ado. a`. (9°k LIHTC) I asz.as' cp •• K. ROESER /\� / ' / D6 / / / TW 491.23' / / , . ./, I TC 17 • CHECKED BY - , BW 49,.20' , / > / I I I' 492.6T / ' \ ' I /' / / ' q�0 TC / bg0 / I I • B. CICHOCKI I \ ,T/w /�/o4/' FE: 493.00' III 4°REATMENT: CURB • • SCALE d16' 0UT ISSIPATOR CE NCSA MINIMUM 1 -20 / FRO T)SETBACK i TC / I 480.40' NCSA 8,'MAXIMUM / ' // / / / // / / / / I / I 492Tc • 1' / FIR T SETBACK / 480.21' 441 A13 CL ' R3 TO i/// j " �\ Ui a ° o / I I I 480.26' I R15' FFE=493100' ° \ R18 R18' ' \ 8 a9z. \ \ 7s' � - - - - - - - V - / / / / / / / / 0 \ FFE�493.00' ° ° gv/y / 8"W AlN TC ' / /� /~ ° ° \ D8 D (\�, Q JiV/ W R20' ' ' 481 482.05' qnl FFE=493.00' \ 1 I I 1 / ' > FFE=481.60' > w e � ' I \ \ / \ / / / / / - - ' LLI '483 _ .m � � > / , / / / / / / / s / /° \ o \ >, \ e TC 482.22' TC / / / / °°/ ° qp ° °P o \ Q Z _ _1.Q�E=493.00' i 1 4g4 483 84\ \ _ _ - - - - - - - - - - / Ly / / ' / / 2.50'/' / / ° �\ \ ° SOUTHWOOD APARTMENTS Q Tlcc aa5 oa ----- - , / / / - - q \ 49300 \ BUILDING 3 LL 0 q85 485 - - - - - - 8 .0 - - - _ ' o. o/' / / 1. j EX v°/ 1 / / /b• \ \ `(8% LIHTC) O BW 482.00' G`' / \ _ - - - - 486 _ - - - - - - - - FFE 49250 v :-. / � ' .' �' - � ./ 49 31' / j \ FFE: 493'80' e '///! � O-A /d/ SLiN _ •. -- -- ° - �. // Ag1' I °\` \\ Q O ---_ I / �- i /' e •� .>. v "�1./ 1 BW 48'f 83' d ✓ a �a92.50'! I a' 92/.3 \ // / .:�� \. \ \>• \ < �. /� 92 'ate O LL i IL 494.84' ``nn Li �25' / / , I / 0.� SqN \\ / / // cl ° - - - - - - - - - 4g - \ \ R25' / �a .Y ♦ , ."'e . '� .a '/s '' ..\' .s; ' \ '.: ��\. \ I I/ 5' MINIMUM SIDE H R)LON ROA / /, / I I \ q� - - _ ° ..,_ _... _..-� - - ° -90 \ G/ BUILDING SETBACK \ o / /' / / 1 I \\ W \ \--- ' ' \\ -v .qg3 103 / I Qom/ \ \ - -� - 121 -- - -- O / \ I v / JOB NO. b --_L --__----- - - - - -_ __- _ _\\ ------ 083 47118 ------------- - / // e / // / / I I \ SCALF_V=� \ - - - _ - - - - - _ _ - SHEET NO. __ / / / / / I I _�-- \ - _ /�G - - - - - - - - - / \ C a 2 c L \ \ \ \ I I \ - \ \\ \ \ `____________1________- -_i_ ti -\ - \ -- -\ \ \ \ \ I \ \ ` O ryan D. Cichocki 'Z \ Lic.No.53741 \ \ ` , c)l \ \ / _ _ _ _ _ La' 1ST - -- - - -- - - - SSIONAL,GpG // // G) _ /�/ , / / / _ ��-------------- - - - - I 7 , GP _ / % / i \ / - - _ - - - - - - - - - - - - - - - GP GP GP P ,- /' /% / -/ - /// ,'---------------- ------- - - - - -- --__ -\ �O -U�--LUGTI / l I // �'/ ,'� / ',/ / GP l J // `�\ - // / _ '/�' - --_ _�----------- -I__ _-- ___ Nc W �'(.50' / / 1 / /� 5//' / �' / �'e / / / /' / // \`- / I// / ' / /' i'- - -- -__ - _ -I--_� _ w > E GP OH7' G / ' / _ O� I \ -- _ l V / �D/' / r-- - - - - -- _-- _ - - - _ I _ _ _ _ ---- �U N 3 �-i�I � ------------ - -- - -- + _ __ _ _ _ _ --- QLL o 3 ------ _- - - - -__ �LL- _ / , // // / UG¢ ----- _ -z--__ _ _ wo `mom UF _,492'__ / / GP /' ' /' - / / / / / I-- / --__'' �_��_= _ QJ VOMO Z .ti NN -493- ,' , ,' , / / / 1 I GP W J O # * # ....O gA l / / I I I --- / --_ '-- a> ory (n (n 07 TC / \ . ....... \ P� _ / / I UF(A / , / I I / - fA ry v CL H H H 479I54'�l �. 48 \ 8 / I _ -OVERLAND '495' G/' /' / / / I I /I / HP z_ r ° v w w w g7tttSSS.23' . \ \ 6 - HP 3 O ,n X N E g UFO, Q w A0 0 0 ❑.Ao1 98 ' / / ' Gpl/' FREE/PROTECTION // // / / I _ ry z 000 OF , I \ \ / ,A A99 U� / I / / (TYP/) / I Ln ar 479.52' \ i \ \ \° e^ Y ° .o / I \ \ ,' S�� _ // / / / // I / I v ui N z Z z �° TW4n.14' P / / I I \ O °ry > 7 BW 492.79' .501 OF / / / / i \ M w O 00 _ � V V V 00 e > \ TIN 485.60' \ , \ BW 481.60' FFE=493.00' T�w 0, I I °' a I \ -- Tc 1 - - ` 4g6 49� - - / / �h°(/F GP / ui ui NCSA 10' MINIMI\1M A92.82' \ 4g8 - 49g / / �\ I / o SOUTHWOOD APARTMENTS / / 1 / \ FRONT SETBACK �/ - 500� / / I ib \ \ \ I \ \ ` _ - - _ - \ Q2\\Sp3, 00\ _ BW 495.80' \ I / BUILDING 1 / % / / qv / , / \ \ - - �� \ SOS -5p6 OF o x° / 0 (4/o LIHTC) NCSA28' MAXIMUM FRONT SETBACK J / a - _ - \ \ _ - - - , - _ - -510 I VA? o clj NIN IN < rn / RD11 \\ TC PRE-TREATMENT: C B \ - - _ `�\ \ \ \ \ \ \ \\ \ DNp/ v / z °�° ,N-i o ` / 49 `CUT DISSIPATOR CELL - \ \ \ \ / / I O CONTECH VORTECH I ° \ GABION FOREBAY - 1 \ \\ \\ \\ 1 1 \ _ - - - - _sob\ - , > DATE > / FFE= 2.50' / / / / / 1 STRUCTURE A \ \TOP = 490.33 A9d II 1 \ \ 11 I - - a / 0 OS/14/2021 --_BW 495.83' / } TC \ TW 499.00' DRAWN BY EX < I \ 497.95' 491.5T �i9 \ 1 1 �_ / / 1 % 490.15' I \ c� eW 492.21' .. ° l° - y I TC \ I I I 1 K. ROESER FFE 0: 1.60' / / • i. /ry s 492.66' ` \ To ` ! I I I 1 I to \ SOUTHWOOD APARTMENTS 49 -507' / FFE 1: 92.59/ /492.15' Ex 49t.99' � g I I , gg / ✓ °.° /• 490.2T / I BUILDING 2 TC `\ `\ 1 I I I / / • DESIGNED BY (9% LIHTC) 492.49' \ I / / / / • K. ROESER O / / a. / 0.4 ' /` I •489.33' 128 490 I I 1 �n W 491.20' / ,/ / / ° 6 ° f I / I 492.67' 17 \491.2 \ \ I I I II JI I 11 / / / % • CHECKED BY / C o ° / I / TC 0489.33' \ 9 I / / // • B. CICHOCKI k9 asos I I I 506 ' ja BQ, > . I i �FE: 493.00' REATMENT: CURB \ TC / ' /' '/ • • SCALE 9 ISSIPATOR CE I I rn 495.23' / /i' 493.57' I � � , // / NCSA ' MINIMUM / / / I TC BW 49a.77' / , ' // // / / , 1 "=20' / FRO T;SETBACK // ,/ // / 17 492.1 I 1o1 �505 NCS $ MAXIMUM / / // / / / // / / % / i I 492.TC 11 �9 I I I /' / i /// ' /'/// FIR T SETBACK / / / / / , // / (: / / \ • / // I / s,.9t I yOA. _ '// ' /' /// / �,...°.//° I I I V�CI \ rr g"W 3 W \ 8 I II III III _ _ 503 / / / / / / ,' / / \\ \CL 41j / / / / / / / � / �� ' ° / • i I I Err T 1 I / I � 1 1 � - 502� \ >OU HAR lL ELLC I 1 O � ° - /I I \ TC N O O l9 /CT 1 I 1 0' ' / / / / I l l • 493.35' FFE=493J00' TC` 492.79' ° 4 :79' °.. - ° ' • - 1.12 TC I • - qy Y \ / \ FFE�493.00' ., ° - v .0 D5 - 492.36' 1 00 C / \ / °. .c . \ o0 493.53' I 1 1 1 1 I 92.7;° ❑ I J I I 11 II �1 F-_-/ z /1 - \\ °° °• o ; e ° FFE�83.90'500 I I I T / \ V o // , / / , // .. < / .` �. / °\ o ° . FFE-493.@0' ... • v. �. - - - d I ) I \ I I I I V / /// I °. / / °\.. I a f� 1 III \ \\ O i rwn s - - - - - - - - -/// // / // // �/ // // .,\ °.,° ° ° Q��E=493.00' •1.11� \ ` II/A� /,'I I \ W Q S _ _ _ / / / / < / / ° °° \ -tFE=493.00' ° ` ,Ag / / CO % o/ / '? / fi. \ \ SOUTHWOOD APARTMENTS ` \ / - % \ / J C) - - - 493.00, \ \ BUILDING 3 \ ` ` - 0 EX 1 1 / / lb ` / \ `(g% LIHTC) I \\ ' n - l O - - - - FFE°-492t50 i �° ° /o,•./. �./ 49 31' / .v 1 I / , \ FFE:493:A0' ` ` ,/ rWr� 18' MAXIMUM FRONT BUILDING SETBACK \ P. 49 \ V\ a z Z L . , ' . ,492.50' ! \• (' , 923 \ / / /// / \ ` , \ � 110 TC ` , TC \ / / \ 5' MINIMUM FRONT BUILDING SETBACK 491.9a' 131 493.t2' 32 .a5 106 9 / 494.84' O i/ \ l {{l7cc�� (\c�3 \ 493. . . / =� • ' C. CONTECH SAN SAN \ °--- - -°-- -�� 105 104 `-_ 92 \` --'/// // / 0 104 _ // - `.. -492 \ - ' / \R9�- - 121 _ 103 492 91 /� \ \ \\ II 133 RELIEF ATH - - / / / I / I /yI O � -,\� / _ -_------------------ BrrW � BrrW 4y/ 12 - --- / 134 i JOB NO. 490 SCALE 1"=20' 47118 SHEET NO. - - ` a i c L R/ EXISTING Ir AS NEEDE PROPO; N O O N N N r CD N 00 00 ¢MpjrN u) �+ N++CD o�co p.-azzO O ¢a- - o¢0-> oH0>>> CD U) N ,0 �00 'O o Cq co0 00 LO CO z0 oOz z U) 112: 30" Basin - Circular Grate- STA 14+24.24 TOP 492.76 INV IN 485.04 (113) 106: MH-1� INV OUT 484.94 (111) STA 13+38.80 TOP 492.26 INV IN 484.40 (107) INV OUT 484.30 (105) 104: DI-2A STA 13+18.12 TOP 490.93 INV IN 484.19 (105) INV OUT 484.09 (104) _ 0 O H � n O N m� 0 p p m Cl) + F o azz0 oFp»> �U)P- z z z 114: 30" Basin - Circular Grate STA 14+67.91 TOP 492.82 INV IN 485.36 (115) INV IN 489.00 (RD5) INV OUT 485.26 (113) 116: MH-1 STA 15+59.39 TOP 490.89 INV IN 486.24 (117A) INV IN 486.31 (127) INV OUT 485.82 (115) 11713: DI-3B 6 It Throat STA 15+73.96 TOP 491.01 INV IN 486.48 (117C) INV OUT 486.38 (117A) M uo 'tocoo00 + N W CO 2 to O � ��azZ0 66 F p» > ,U)FZZZ -RD2: 12" Basin - Circular Grate (Solid) STA 17+08.91 TOP 492.93 INV IN 488.24 (119) INV OUT 488.14 (RD1) 120: 12" Basin - Circular Grate STA 17+33.57 TOP 492.21 INV OUT 488.36 (119) 116: MH-1 u STA 15+59.39 ° TOP 490.89 M INV IN 486.24 (117A) U rMi INV IN 486.31 (127) c Ln N INV OUT 485.82 (115) (9 O a0 000 U' m (0 134: DI-3B 6 it Throat 128: DI-1 v o rn j STA 11+17.88 STA 10+29.09 C" � v z O ¢ - TOP 490.84 TOP 489.83 M 0 z z INV OUT 486.38 (133) INV OUT 486.44 (127) AnA sn.1; ins Anl; 500 500 PROPOSED GRADE EXISTING 495 GRADE 495 490 - - - - 8 FI , _ 490 'ISE RIM OF / STRUCTURE / .D TO MEET RD1 119 iED GRADE 4 24.65' OF 485 1 71' OF 62" HDPE 12" HDPE 485 105 111 11 43.55 OF 1.48' OF 51 1.50% ° 104 20.68' OF 74.04' 21" HD E 21" H PE 18" HDPE0.50% @ 101 102 202.27' OF 21" HDPE @ 0.50 @ 0. 0 k 32.42' OF 82.58' OF 21" HDPE @ 0.50% 17A 480 21" HDPE 0.50% 14.5 ' OF 480 @ 0.50% @ 0.50% 15" HDPE 107 @ 1 00% 13.37' OF 21" HDPE @ 0.50% 475 475 470 470 9+50 10+00 11+00 12+00 13+00 14+00 15+00 STR. 100 - STR. 120 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 500 500 PROPOSED GRADE EXISTING GRADE 495 495 490 11 490 2' MIN. 485 O 127 485 15" HDPE @ 0.50% 480 480 475 475 470 1 470 16+00 17+00 18+00 18+50 9+50 10+00 11+00 STR. 116 - STR. 128 HORIZ SCALE: 1"=50' ml �i VERT SCALE: 1"=5 z;n.r 500 500 PROPOSED GRADE 495 EXISTING 1 495 RADE 6" FIRE 490 490 1' - MIN. 485 133 485 131 50.23 Ol- 67.67' Of 15" HOPE 21" HDPE @ 1. 0% @ 1.00° 480 480 475 475 470 1 1 470 11+50 9+50 10+00 11+00 STR. 110 - STR. 134 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 RD2: 24" Basin - Circular Grate STA 11+15.48 2 in ° m o Cm TOP 480.24 E ui o H LO INV IN 476.16 (RD3) Uca N N 102: DI-2A 00 v, INV OUT 476.06 (RD1) 5 �? 5 ui STA 10+33.27 0 C! `O 202: DI-3B 6 ft Throat N v o rn°0 204:MH-1 m o F. L I.-ofoMC,�� 00� m0 V O U 0, ONO O TOP 493.41 m M STA 10+00.37 STA 10+80.39 °' n RD8: 12" Basin - Circular Grate Solid m O n F- INV IN 482.57 (102) o rn TOP 475.22 TOP 478.56 C - co Ern o ^ STA 12+52.20 0 a v INV IN485.86 121 m�a0 INV IN 203 -az 0 m COao `�° o -o_ZZ ( ) ;; ¢ > ( ) INV IN 474.44 (RD1) a ¢ » o u� m TOP 481.18 �; ¢ o - - INV OUT 482.47 (101) 0 z INV IN 470.34 (205) INV OUT 474.18 (203) c~iJ z z N �_'+ v INV OUT 477.45 (RD7) N � 0 z z qz 0 sns sns aan Cb <r aL _ _ aan aan 500 500 EXISTING GRADE PROPOSED GRADE 495 495 490 5.1 490 LINE'A' 1'MN 485 121 485 A HDPE 1� 2 00% 480 480 475 475 9+50 10+00 11+00 11+50 STR. 102 - STR. 122 U) z z 485 485 PROPOSED GRADE EXISTING GRADE 480 480 3T MIN. RD7 RD3 RD5 67.31' OF 475 475 8" HDPE " HDPE @ 0.85% @ 0.75% 0.75% 2� OF LRD1 470 0�� OPT 35.10' OF 470 1 O 8" HDPE @ 4.62% 465 465 460 460 9+50 10+00 11+00 12+00 STR. 202 - STR. 204 13+00 13+50 206: DI-1 STA 10+47.06 TOP 475.85 INV OUT 470.60 (205) acan 485 485 GRADE FFPROPOSED EXISTING 480 ,GRADE 480 475 475 3.7' 470 O 470 LUD 42.97' OF 12" HDPE @ 0.60% 465 465 460 460 9+50 10+00 11+00 11+50 STR. 202 - STR. 206 12+00 12+50 19 0 1 0 50 PROFILE SCALE ;r�yan �DCichocki' Lie, No. 53741 girl s M E 0 o N � N C Q O > E w a E I.- w af°i 3 Q LL 3 p LL O- w0 `mom J U 0000 W J -N In d (A O N (A N U W w Ir 30'x 0 LL p a v U-) F ¢ . C Y� N � M a� O J no O ce 0 Z - N N O U * # a H H H U W W W E w z000 U) z z z w 000 of U U U �Ir!IN F N N ¢ o 0 0 ~ DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1 "=50' Cz 1--i 1__q // \V i UQ� 0 > L L] J uJ J Z co J 2 Q LL °cr Q O U) 0 0 2 ,0 V 1 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 L HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 JOB NO. 47118 SHEET NO. C7.0 TH �F � � ryan D. Cichocki 'Z Lic. No. 53741 4v STA 10+65.39 %I! S �SSIONAL O� STA 10+00 :EXI, STA 10+58.13 2 5' DIA. MH TOP 479.74 ,10 4 STA 10+00 : EX 2 STA 10+65.39 5' DIA. MH TOP 492.43 5' DIA. MH INV IN 472.08 (10-EX.2) INV IN 488.69 BLDG 3 BLOCK 12 TOP 492.72 54 % TOP 492.43 M INV. IN 475.66 4-EX.3 TOP 481.41 ( ( )) INV. IN 487.28 (2-EX.1) 0 0 ( ) INV IN 477.50 (BLDG 1 (BLOCK 11)) INV IN 488.95 (BLDG 2 (BLOCK 12)) INV IN 488.69 (BLDG 3 (BLOCK 12)) rn u INV OUT 471.08 (10-8) INV OUT 488.59 2 - EX. 1 /NV OUT 486.71 (54-53) INV IN 488.95 BLDG 2 BLOCK 12 N Ii INV OUT 477.40 (4 - EX. 3) ( ) ( ( )) 500 500 505 505 505 INV OUT 488.59 (2 - EX. 1) 505 > E w v E < w v 3 Q LL O 3 p LL 6 w O `m USE CONCRETE RINGS ¢ � v °Mo Z ti N N TO ADJUST RIM FROM w .J. - 0 # # # EXISTING ELEV (492.72) a (A o ni r cn vI cn TO FINISHED GRADE V "' w r� a z z z (493.21) �p�x N �Lu �E �� wLL p 000 _ ry Z V V V _� �m O F a V) z z z 0 M .. » �4 w 000 M VVV a� u 0 0 p .-I N N N rlJ 00 w F N N N z N M a o O n DATE 0511412021 O } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE • 1 "=50' 10+00 +00 9+50 BLDG01 (BLOCK 11)1+0SSWR EX. 3 12+00 BLDG 2 (BLOCK 12) - SSWR 2 9+50 BLDG 3 (BLOCK 12)1- SSWR EX. 1 12+00 ^' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1"=50' , V VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 cz 5 1� 1� 0 - 0 u') w 0 50 J PROFILE SCALE ( 1 -i 0 < 0 J LL a m a Lu Lu W m LL 0 (n � LL O Q Q U O Q O U) 0 L2 1 ,O V 1 JOB NO. 47118 SHEET NO. C7.1 495 495 FFE=491.75 490 O 490 p EXISTIN � GRAD 00 p PROPOSED w 485 GRADE O 485 O a FFE=481.50 _ 480 / 3' 480 MIN. fBL �C. DIG 1 (BLOCK 1) 475 A OF 4 .O6' OF 475 pV 6" PVC �g00° @ 1.00% INTERNAL DROP 470 CONNECTION 470 465 465 460 460 O Z C] J_ m 500 � 500 m O EXISTING a GRADE a PROPOSED GRADE 495 495 FFE 493.00 3' MIN. 490 490 BLDG 2 ( LOCK 12) 27.66' O 6" PVC 485 2.00°k 485 480 480 475 475 470 470 465 465 O Z Cl J_ 7 m 500 � 500 EXISTING GRADE tr PROPOSED tL GRADE 495 495 FFE=493.0 3' IN. 490 490 �� BLDG 3 (BLOCK 12 65 39� O 40. 1' OF 485 3.1' 6' pVC g" PVC 485 STORM PIPE 101 480 480 475 475 470 470 465 465 L TH �F � � ryan D. Cichocki 'Z Lic. No. 53741 505 505 505 505 505 505 �SSIONAL�� hrr s M E 0 o N N Q E > E w v E w v 3 Q U- o 3 p LL 0 wO `mom 0 W L M d J U o 0 Z. N N w —u O # # # a {/1NN n. HHH ?1- +'v V www 'll RAW 30=x N ��E a LL w 0 0 0 p 000 _ ry z U U U 2„ 2„ FVQu�; N c rn 7 v4 w 000 � U U U o 00 0� u 0 C7 O K H p r N w N N N Nt W O 00 w N N z N M Q O in DATE > 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 9+50 10+00 11+00 12+00 9+50 10+00 11+00 OS/14/2021 O FIRE LINE 'A' DOMESTIC LINE 'B' DOMESTIC LINE 'C' } DRAWN BY HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' K. ROESER VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • DESIGNED BY • K. ROESER 5 • CHECKED BY B. CICHOCKI • • SCALE • 1 "=50' 0 0 50 PROFILE SCALE 505 505 505 505 505 505 500 500 500 500 495 495 505 505 N 1� 1� 0 U) cei U O > w N. s" J L J DIP WATERLINE M a LL LLJ O L7 m^ J LL Q 6 2' DOMESTICLL DIP W w 6" DIP W ^ z LL O 7 Q U O O 2 �O 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 FIRE LINE 'D' FIRE LINE 'E' FIRE LINE 'F' DOMESTIC LINE 'G' FIRE LINE W FIRE LINE U FIRE LINE W O HORIZ SCALE: V=50' HORIZ SCALE: V=50' HORIZ SCALE: V=50' HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' ( n VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 v , JOB NO. 47118 SHEET NO. C7.2 LAW 1, Tr 6" CLASS CL ii It ly ly WATERLINE LL LLU LO cc af L WATERLINE c7 z s J_ m d 500 w 500 O a O tr a PROPOSED EXISTING 495 GRADE GRADE 495 FFE=493.00 DOMESTIC � — --- — LINE'B' 3.5' �� __ — --- --- I�- 490 3' 1 490 O z 0 J m p 500 w 500 a O a PROPOSED GRADE 495 EXISTING 495 GRADE FFE=493.00 3.5 490 490 MI 6" CLAS 52 DIP WATER INE 485 485 480 480 W W � 475 475 z 0 J_ m 500 w 500 O a O tr a 495 FIRE LINE'A' 495 FFE=493.00 490 490 5.2' 1 1' 485 485 6" CLASS 52 DIP WATERLINE U p 480 C7 480 m m z + o + F (n �n � w LL 475 N N 475 z 0 J_ m 500 � 500 O a O tr PROPOSED 495 TYPE PROPOSED 495 GRADE FFE=492.50 EXISTING GRADE 490 O 3.5' (MIN.) 490 FIRE LINE'H' 00 4.3' p w m a 1' 485 485 a FFE=481.60 480 480 K COPPER WATERLINE tL U � Z 475 w � 475 (A iv O p � OO W W W � U �a x F 470 � iv � °� 470 C� TYPE z 0 J_ m 500 w 500 O a O tr a PROPOSED 495 GRADE 495 EXISTING FFE=493.00 GRADE 490 3.5' MIN. 490 1 K COPPER WATERLINE 485 � 485 FIRE LINE A w FIRE LINE F z m O U 480 Z in W � iv 480 O m °W° �, � � p iq V N N i F p W Z J W W F � 00 NN � m as 7 N 475 N O O = - N O m x 0 io U 475 495 495 PROPOSE FFE=492.50 GRADE O [EXISTING GRADE 490 490 0 m 3.5' (MIN.) p w 485 O 485 O rr tL FFE=481.60 480 480 LINE'G' CLASS 52 c� TYPE z s J_ m p 500 � 500 O a O tr IL PROPOSED 495 GRADE 495 EXISTING FFE=493.00 GRADE 490 3'5� 490 K COPPER WATERLINE 485 485 tr w a a O U 480 w � N 480 �O w � � U � H W W �a X (] 475 iv � U 475 FFE=492.50 490 490 O m p � PROPOSE 485 O GRADE 485 O EXISTI G d GRAD FFE=481.60 / 480 480 3.5' MIN. 475 475 6" CLASS 52 DIP WATERLINE U p 470 z 470 Cl Z p F Z W � m W W 465 v w 465 500 500 PROPOSED 495 GRADE 495 EXISTING GRADE 490 490 CLASS 52 4. ' 485 485 J m W 480 Q 480 Q tY H H 2 W 475 ixo m LL 475 d 2 C _ L F_ D3W711&Southwood_PHA_11-12\DWG\Sheet\CD\CB.1-SIGHT DISTANCE PROFILE.dwg I Plotted on 3/17/202211:13 AM I by Matt Denhard + 0 0 0 0 0 0 CA 0 O o o L o 0 o I I "-1 I I n ° I W zn M i v Z II m G7 w I I I I I A I I N I � v I X a I ci I mo m x O / n / II / / y v r N / � o W m m� n = n O w n o o 1 o N o s s TIMMONS ROUP N 44 SOUTHWOOD PHA - BLOCKS 11 & 12 P0 m m O o o COUNTY OF ALBEMARLE, VA SIGHT DISTANCE PROFILE - HICKORY STREET I /l Wnd- HOM _ NOZIbOH VV p9> / 0 V A / X ` X - - - - - - - -- - - - - - \J \ \ I i\ \\\ � i � \\ , , �49 w I 'o / 1 I / \ — — — — I \ — — — — — — — / ' I - ------ ----- - - - - -- _- _ — — — — — UGT _\_ I A — UGT — _UUG _ _ — — UGT— —UGP— ' _UGP _UGP� c) _dw —I_ v - - - - - - - - I _--- - UGP IQ IyI \ \\ a i T THIS DRAWING PREPARED AT THE M 3 C011p • ••• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE yy0� • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 • TEL 434.295.5624 FAX 434.295.8317 www.timmons.com V a Y J x rM DATE REVISION DESCRIPTION r O u m A M A 8/20/2021 COUNTY COMMENTS #1Gf rO 12/17/2021 COUNTY COMMENTS #2 rn O my 0 0 0 O 03/17/2022 COUNTY COMMENTS #2 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- omuswr _i io-aoumvr000_rnH_i i-izwvvuioneeowwa. i-oiun i uio iAil rKuriLe.uvg I rioul on sri nzuAz i is-w Hm I oy ii uennam ;I000�vQ►t9s0s0� ��. � q _ 1 -l1 q /f If r1 1 r%` 1dQ 1 \ lop 11 \1 I I II \ \ \ \ P I \ ZgG \ I I I \ \ I \ I I I \ I I I J \ 1 \ I 1 `n�o =mm � v co Z 7 mz G7 A z0 z IT m CD O z r0 coA IT IT O0 mD o° x TD c;IJ --I IT mD IT mo z O zz 0� m om v 12+9� \ 491 — 1+50 492 — 'roll g5rg"— a w m m o Crl too o Cn o o O co ITmG) ' Ox ' n 0 w AO DO mz O I � I co � � I I co IT 0 ci 00 x I I G) IT 7n 0 T O I I IT IT I n w A Co A co A co A O 01 O O 7 O CA O :rr 0 a THIS DRAWING PREPARED AT THE 3 C011p • • ••• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE yy0� • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTIMMONS ROUP V a Y W rm o DATE REVISION DESCRIPTION Q �m 44 - SOUTHWOOD PHA — BLOCKS 11 & 12 0 (A = A A o f _ n m 70 4 8/20/2021 COUNTY COMMENTS #1 G m m Ij D n O z O p y 12/17/2021 COUNTY COMMENTS #2 �1 o z COUNTY OF ALBEMARLE, VA No m ZO m o z N 03/17/2022 COUNTY COMMENTS #2 �I NIA CO SIGHT DISTANCE PROFILE - HORIZON ROAD � A A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. O 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 \ GP UGP + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.2 + 0.3 + 0.3 + 0.2 + 0.2 + + + 0.0 : 0.0 :-iiGP 0.0 0.0 0.0 0.0 0 0 0.0 ` 0 0.0 0.0 0.0 0.0 0.0 0.0 0. `.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 P GP 0.0 gQ ` ` �� G 0.1 0.1 G0.2 0. 0.6 0.7 ` 5 ` `. `. 0.1 0.1 0.1 0.1 `. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 \ 0.0 0.0 0.0 0.0 0.0 O.OP 0. ` 0 0.0 0.0 0.0 0.0 0.0 0.0 .0 .0 �Q.O + + + .0 0 0 + 0.0 + 0.1 + 0.1 + + + .8 + 1.8 + 2.1 + 1.4 6 + 0.3 + 0.2 + 0.2 + 0.2 + 0.1 + 0.1 + 0.1 + 0.1 + 0.0 0. + .0 a 0.0 + .0 + 0.0 + 0.0 a 0.0 + 0.0 + 0.0 + 0.0 a 0.0 + a a a + 0.I 0. 0.0 0.0 0.0 + 0.0 a 0.0 + 0.0 a 0.0 + 0.0 a + 0.0 + 0.0 0.0 0.0 0.0 0.0 0. 0.1 0.1 0.2 ` 0.5 `.8 2.2 4.3 4 9 3.7 1.8 1.1 ` '��4 0 33 ` 6rl` 0.1 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 ` 0.0 ` 0.0 0.0 0.0 0.0 0.0 0.1 0.1 : 25 �\ I I 0.0 0.0 0. ` + .9 1.5 2.0 3. 9. 4 5 +.0 .0 2.1 `.6 0.7 0.5 0.4 0.2 0.0 0.�0 +.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0�0 0.0 \ O 0.0 ` 0.1 0.1 0.1 + + + + i + + + + + + + + + + + + + + + + a + + + + + + + + + + + 0.0 0.0 0.0 0.0 .3 0.6 1.1 1.7 2.2 2.7 2. 3.1 2 7 .7 1.1 .2 1.2 0. 0.0 0. 0.0 .0 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.\ 0 1 0.1 0.1 0.1 0.3 6 CG-6 0 3 0.6 1. 1.5 1.9 2.3 2.1 2.0 2.3 2.5 2.1 1.7 1. 2 ` '.9 2.6 ` 0 0 0.0 0. 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. - -0.8 + 0. 0.,3 / a�F i �#.�'�- + -� + + I + + + + + P + + + + + + + a + + + + + + + a + FLORAVIEWDRIg-----Q-•p 0.0 0.0 0-'1 0!3 0.6 0. 1iy3 1.6 1.8 1.7 1.7�2- 2.0 2.1 .8 1.5 1 2.1 3.6 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I 5 1.9 2.1 9 h ICV*I ¢ry0 M4 -------_-_- -_�_- + i CG-2 + y1' + + + + + + + + + + + + + + + + H: 1 + + a + + a + a + a + 0.1 Q 0.5 0 1.1 1.3 1.4 1.4 1. 1. 2.0 2.0 .8 1.6 1.5 1.8 2.6 3.9 �.0 .0 0.0 0.0 0.0 0.0 0.0 0.1 0.� 1.9 2. .0 2. + + + + + + + + + a + + + + + + o + + + + 0.0 0.0 .1 .7 .9 - 1.8 1.9 2.0 2 1.9 8 2.0 2.6 / 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 OJ0 2.6 2.7 2.7 I + I + + i i + + + + + + + + + + + a i + + + + + + a a e + + + a I 0.0 10.0 0.0 0.0 .1 0 1 0.2' 0.4 0.6 0. 1. 1. 9 2.0 2.2 2 4 2. .4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0. I 1 2.5 2.6 2.7 I 1 I ZI IORETENTI O 1 I I + + + J' + + + + +11 + + + + + + + + + a + + + + + + + a + a + 0.0 0.0 .0 0 1 0. 0-2 0.3 0. 0. 0 7 0.8 / .9 2.1 2.1 2. 2 5 .4 3. / 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' .0 6.6 .7 3.0 2.3 2.2 2. I FI 6 1 / l` I w 3 I O + I + i i - + i + + + + + + + + + a + a �+ + + a + + + + # + a I 0.0 t.0 0.0 .0 0 1 0. 0.�I 0.3 0. .6 0.7 1. 1.8 2.4 2.4 2.2 2 1 2 8 3.4 7 4 0.0 0 0 0.0 0.ouj 0� 0.0 0.0 0.0/ 0.0/ 0 6 1.9 1.7 I I C1 / H: 1 ^\ SOUTHWOOD APARTMENTS � c� I + + + + + + + + + + + + + + + + BUILDING 1 + + + + + + + + + + a 10.0 0.0 0.0 0. 0. 0.f) 0.2 0.3 .5 2. 3/ 3.0 2.7 2.3 2.1 4. .9 ° 0 0.0 0 0.0 0.0 0 0.0 0.0 0.� 0.0 2 1.6 1.3 1 I I (4/o LIHTC) "eeI'ej� 6 i + + + + + + + + + + + a + ///yyy��+ + + a + + + + + i 0.0 I0.0 0.0 0. 0.1 0.1 10.2 0.3 .6 1. .9 3.8 3.1 2.4 2.0 2 .3 0.0 0 .0 0.0 0.0 O 0 W0.0 0.0 0.0 .0 2 5 2.2 8 1.2 �1 6 THL 20' ' J I + + + + + + ' + + + + + + + + + + .+ Q + + + a + + + 0 0 0. 0 0 0 0. 0.1 0.1 10.2 0 .3 0 2 .9 4.4 3. 6 3. 0 2. 3 1. 8 .0 2 8 3. 0 0. 0 0 .0 0.0� 0 `0 0. 0 0. 0 0.0 0.0 0 SOUTHWOOD APARTMENTS 12.4 2 .3 1. I6TH-20' 00 ' � �/ BUILDING 2 I K I I I L.0 � (9% LIHTC) 6 Q+++++[+i+++++#++++++++a0.0 O.IO 0.0 0 0.1 .1 0.1 0.2 0.3 .7 3.8/ 5 2.8 2.1 1 1 .2 .9 5 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 1. 2.0 2.5 2.9 3.4 �.2 w I W + + + + + + + + + + + + + + + + a + a + a + a + + 1 / 3 0.0 /+0.0 0.0 0.0 0.0 0.0 0.0 0.0 0% Ol0 .1 2.3 2.6 2.9 .0 `5.4 .0 0.0 0 0.1 .1 0.1 I0.2 0.3 0. .3 2.7 3.2 .1 2.5 2.0,5 9. M�1: 11/ ( + +0I + + + i + + *2 + + + + + + / *0 *0 + *0 + + + + + + I 0.0 0 0.0 0 0 0.1 .1 .2 �0.2 0.4 0. .0 2f. 2.5 .5 2.2 1.8 .8 3 2 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 /0.0 0.0 / .5 2.3 2.3 2.5 4.9 I / / IO.OI .0 +0 . .1 +0 1 .2 .3 0 . +0 . . 1 ` 2.2 I1.9 + . 7 0 .0 ` . 0 ` . 0 0.0 +0.0 +0.0 +0.0 0 . 0 0 . 0 ` . 0 0 . . 3 ` . 2 2 5 +1.9 +1.8 2 .0 �ry 7 +3 .5 I +0.0 +0.0 I +0.0 0.0 +0.1 +0.1 ` .2 11. 4 +� 0.8 .2 7 +2.0 ¢�h 2.0 +1. +1. 8 2 .7 +2 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0 0 . .0 / 5 .1 1.6 +1. 6 1.9 2 . 5 . . I � I II W3 a I I .0 0.0 +0.1 0.1 +0. 0.3 +0 5 +0. 1 1.8 ` +1.8 +1. 2.5 2.9 / +0. 0. +0.0 +0.0 +0.0 +0.0 +0.0 0.0 /.0 .4 ` 1 5 +1.5 +1.9 2.3 2.4 1 +0 + + + + + + + + + *0 + # /+ + + r + + + pe, 0.3 '6 0. .9 1. 2. 3.0 9. .0 .0 0.0 0.0 .0 0.0 0.0 .0/ 0. 3. 2.9 1. 1.5 $ 2.1 2.3 iava:s I �q' 62' R/W + + + + + 7 + + + + + + + + + + + + + /+ a + + + +0 + +J +a+++ + a + 0.0 0.0 0.0 0.1 0.1 0.¢ 0. 0.h 1.1 1.5 2.0 2.1 2.1 2.1 2.1 5 3. .0 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0. / 2 2 2 1.9 ¢ _ _J / ^' + + + + + + + + + + o + + + + + + + + + + + + + + + + + + a + 0.0 0.0 0.0 0.1 0 0.2 ¢ry00 4 0. 1.3 1¢,Vs.3 2.4 2.2 2.4 3 9 0.0/ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 .0 0 / ` _ _ .9 .5 1 7 2.4 3.6 5.3 5.1 3. + + + + + + + .y +++++++a+++++++0 ++-t +0.0 .0 0.0 0. 0.1 0 4 0 $ 16 2.6 2.7 2.5 2.4 2. .9 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 _0.0 0.0 _ I 0.0 0.0 0�1- O18 1.5 ME: + + + + + + + + + +oe i + + *0 + *0 + *0 +0 *0 +0 + 1 a + a + + 0.0 .0 0.0 0. 0.1 0.2 0 4 0.8 1.4 2.1 3.2 3. 3.6 3.0 3. .4 / 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0� 0. 0.0 0. 0� �0.0 _ 0.0 .0 0.0 0.1 0.2 0�2 0.0 +0 . 0.0 +0.0 +0.1 +0 1 0 . +0.3 +D6 ` 2 3.0 +5 . 5.2 4.2 3 2 . . 4 0 . ` . 0 +0.0 0.0 +0.0 +0.0 +0.0 0.0 /.0 ` 0 +0.0 .0 +0.0 +0.0 +0.0 0.0 +0.0 +0.1 +0.0 +0 I1 SCALE 1"=20'i - - - - RE MH: 25 1 SOUTHWOOD APARTMENTS 0 20' 40' + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ 0.0 0. 0.0 0.0 0.0 0.0 0. 0.1 ' 0.2 0.4 1.5 3.5 9.3 3.3 1. 1 .5 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 0.0 0.1 7 TH - 22' _ _ _ _ BUILDING 3 -- ___ - - - - I (9%LIHTC) + + + + + + + + + + + + + + + + + + + + + + + + + + + + r + r + r 0.0 0. 0.0 0.0 0.0 0. 0. 0.1 10.1 0. !J.6 .3 1.5 1.1 b.5 0.4 0.5 0.38� 0.0 .0 0.0 0.0 .0 0.0 0.0 µ0.0 / 0.0 0.0 0. 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �.0 NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR + + + + + + 1+ + + + + + + v+ I + + + + + + + + + MORE MAXIMUM LUMENS MUST BE FULL CUT OFF. 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.1 0.1 0. .5 .4 .2 0.2 0.1 0.1 0.0 0.0 0 0.0 0.0 0.00 .0 0.0 0.0 .0 .0 .0 0.0 0.0 0.0 0.0 0.0 0.0 ?.0 + + + + + + + +, + + + + + + + + + + + + + + +0 + + + + L+OO +0 +r+r+r+110.2 0.3 b.3 0. b.l 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0� 0.0 0.0 0. 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 a � Luminaire Schedule Symbol qty Label LLF I=. Lumens [MANOFAC] Description ^^ I ] 3 V3 0.950 21003 U.S. ARCHITECTURAL LIGHTING VLL-PLED-III-W-80LED-0OOmA-WW ^ I ] 4 V4 0.950 20452 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-80LED-700mA-WW - 1 2 V4-HS 0.950 16903 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-80LED-000mA-NW-HS 0 7 WM3 1.000 5075 U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-III-W-20LED-700m -NW ❑i 2 WM4 1.000 4942 U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-IV-FT-20LED-700m -NW Calculation Summary Label Calcxype Units Avg Max Min Avg/Min Max/Min Parking Lot 1 Illuminance PC 2.27 5.4 1.0 2.27 5.40 Parking Lot 2 Illuminance FC 2.29 5.2 1.0 2.29 5.20 bb b b b b b _ I+ I0.0 O ? 'H oki�0�0_ _ « + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 ��.0 + 0.0 + 0.0 + 0.0/ + 0.0 0.0 + _Q,0 « _ 0.0 + _0.0 « 0�.0 *0 .0 « 0.0 + 0.0 *0 .0 + 0.0 « + 0.0 0.0 *0 . + Q„Q 1=11 + + + -�<1-.d�0-i .---r--s--r-_ 0.1 0.1 0.1 P If + 0.0 �-�.-0.___0_,Q_ + 0 0 + 0.0 0.0- + ( 0 +� 0.0 + 0-0 + 0.0 + 0�(t? + 0. + 0 0 + 0.0 + + 0.0 0.0 + + 0.0 0.0 0.0 0.0 + 0.0 0.0 0.0 0 0 0. .0 0.0 0.0 0.0 + 0.0 0.0 0.0 + 0.0 - _ - +0.0 +0.0 0.1 0.1 +0.0 +0.0 +0.0 0.0 0.0 0.0 +0.0 0.0 +0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0 0.0 +0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 14 .0 +0.0 +0.0 _ _ _ 44' R/W -o-+-t 0.o 0.0 +0.0 0.0 +0.0 0.o O.a +O.a O.a +O.a O.a O.o O.a +0.0 0.0 +o F-a:o00 ZA+ �.D0.00 PUBLIC RM + + + + + + + + + + + + « + « + + + + + + + « + Prepared by: .0 .0 .0 .0 .0 .0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0. .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LIGHTING VIRGINIA CENTRAL - 400G-2 Southlake Blvd. Ri ctwond, VA 23236 Tel: 809-379-7777 '0.0 '0.0 '0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Tel:www.804-379-7777 ia.com b. 0 0. 0 b. 0 0. 0 b. 0 0. 0 b. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 V 0. 0. 0 `^ 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. () 0. 0 0. () 0. 0 0. 0 MH = mounting height in FEET O / // iV NOTES: + + 4 } # } # } +0. 4 # �C 4 4 4 4 4 + + + + + + + + + + + + + + + + ! + b.0 b.0 b.0 b.0 b.0 b.0 b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o ao 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PANNELL, LLC. m 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NOFffiER$ LISTED IN + 0 0 + Q 0 b. 0 + 0. 0 b. 0 + Q. 0 + 0. 0 0 0 +0.0 0 0 +0.0 0. Q +0.0 0. Q +0.0 0. Q +0.0 0. Q +0.0 +0.0 0. Q +0.0 0. 0 + 0. Z 4 0• 0 4 0• Q 4 0• Q 4 0• Q 4 0• Q 4 0• Q } 0• 0 0 +0.0 + 0• Q +0.0 0• Q +0.0 0• Q +0.0 0• Q +0.0 0• Q +0.0 0• Q +0.0 0• Q +0.0 0• Q +0.0 0• Q +0.0 +0.0 0• Q 0• Q +0.0 +0.0 0• Q +0.0 0• Q +0.0 0 + 0. + 0 THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED "C'[ PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY r OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL ODES. 0.0 b.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0•Z } + 4 + 4 + 4 ! + r r r r r r r r r r r r r r ! + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. + *0 *0 + f i i + i + i + 4 4 4 4 4 4 4 + + 4 r 4 r 4 r 4 r 4 r 4 r 4 r + + .0 0.0 .0 0.0 .0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LOMINAIRE MAY AFFECT FIELD RESULTS. b. 0 . 0 b. 0 b. 0 b. 0 b. 0 b. 0 +0.0 0. 0 *0 0. 0 +0.0 Q 0 0. 0 +0.0 +0.0 Q 0 0. 0 +0.0 Q Q +0.0 +0.0 0. 0 Q 0 +0.0 0. 0 +0.0 +0.0 Q Q +0.0 0. 0 + Q 0 0. 0 +0.0 + Q 0 +0.0 0. Q + Q 0 0. 0 +0.0 r O.O r O.O r O.O r O.O r O.O r O.O Q Q +0.0 +0.0 0. Q r O.O r O.O r O.O r O.O +0.0 Q Q 0. Q +0.0 +0.0 0 + 0 +0.0 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY 0£ THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR + + + i + i + { + + + + + + + 4 4 4 4 4 4 4 4 4 4 r 4 r 4 r 4 } 4 } 4 r 4 r 4 4 PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Z - N N 0 # * # a H H H U N W W W E z00 r0 r0 0 Z Z r > D Z) Z) w 000 U U V DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1"=30' lI C6 TI V / S Y U o O>W J LL J Z LLI CI] Q J LL Q Q U LL NO LV W U O O O° 2 \0 I JOB NO. 47118 SHEET NO. E1.0 C a 2 al c 0 d 3 C a D a0 O Z 20 O C N 'r E O a w �N a0 0 C 0 3 0 m � a 62 LN ... 0 Q O. N c 2 Y N X C 0.0 016 « = 12 0 O ate. V C EO C 0 N O � a � M 10 a 0 O C N N N O O C O N nE E F_ L + HE + + + + a + + + + + + + + + + + + + + + a + + + + + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O HE RERE .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �UGP + } + +UGP } } } + } + } + } + } + } + } + } + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0. .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I \. + *0 *0 *0 *0 *0 *0 GP + + + *0 *0 *0 *0 + + + *0 *0 *0 + + + + + + + + + + + + + + + + + + '.0 0.0 0.0 �Q.O 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 .0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + a + + + + + + GP + a + + + + + + + a + + + + + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.I 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 GP + + + + + + + + + + + + + + + + + + + + + a « + + + + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I � GP *0 + *0 + + + O + + + *0 + *0 + *0 + + + + + + + + + + + + + *0 + *0 + *0 + *0 + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �� GP .0 0.0 0.0 0.0 0. 0.\ 0 1 0.1 0.1 0.1 0.7� a 2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 10. 0.8 + 0:2� 0.3 0.4 0.9 0.2 0. �4j 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 GP + + + + *0 + + + V4F ` + + + + + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.01 0.0 5 1.9 2.1 9 H. 0.4 -2_0.1 0.1 0.2 0. .5 0.9 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 I ---1 GP .0 0.0 0.0 0.0 0.� 0.(� NCSA 10' MINIMUM 1.9 a 2. .0 2. 3 0 a .9 + 0.8 .2 a 9 2.0 1. 6 0.3 0.3�. 0.3 0.9 0.3 0.3 0.2 0.1 0.0 0.0 0.0 FRONT SETBACK .0 0.0 0.0 0.0 0 0 0 + + 2.6 2.7 2.7 2.9 3.4 3.2 2.9 2.4 2. 4. _ 0 1.3 HE .0 == 0.9 a 0.5 0.�9. 0.1 0.0 0.0 0.0 0.0 NCSA 28' MAXIMUM FRONT SETBACK � , �y•� v .0 0.0 0.0 0.0 .0 0. 1/ 6 + 2.5 2.6 2.7 3.0 3.1 3.2 3.1 3.1 + 2 9 3. 10 +.3 l/ :325 3.7 2.2 1 + 0.7 +0�► 0.7 0.6 +0.9 0.2 +0.0 +0 0 +0.0 0.0 .0 0.0 0.0 0.0 0.0 +.0 6.6 .7 3.0 2.3 2.2 2. �'�2.7 2.9 3.1 2.9 2.9 2.8 2.8 3.3 3.5 3.7 3.4 2.6 1.9 1. ° + 2 1.1 0.9 + 6 0.2 0.0 0 0 0.0 0.0 ' W 3 I I 0.0 0.0 0.0/ 0.0/ +.0 + +.6 1.9 1.7 + 2.0 2. 2. 5 +.4 2. 2.5 2.7 2.9 3.0 2.8 2.3 1.9 1.6 +.5 .5 ° 9 1.9 0. 0.3 0.1 0 0 0.0 0.0 + + + HE / + + + + a + + + + + + + + + + + + + + + + + + >0 0.0 0.0 0] 0.0 2 1.6 1.3 1 1.6 .0 2. .9 2.0 2.1 2.2 2.2 2.2 1.9 1.8 1.6 .6 1. 1.7 1 0.4 0.1 0 1 0.0 0.0 6 1h + + + + + + + + + + + + a + + + + + + + + + + + + + + .0 0.0 0.0 .0 2 5 2.2 8 I. 1 / 1 1.6 1. 1. 1 7 1 6 .5 .9 1.6 �^� .8 2.0 2.' _ .6 0.2 0 1 0.0 0.0 + + + + + + + + + + ` �+- + + + + + + + + + + + . 0 0.0 0.0 0. 0 /0 SOUTHWOOD APARTMENTS 2.4 2.3 1. �1. 1.3 1.3 1.3 1 5 2. , 2 1.2 1.2 1. 1. 1.8 2. 2. . 5 1 2 0.9 .2 0.1 0.0 BUILDING 2 BIOR O 12 14 (9°k LIHTC) 6 I .0 0.0 0.0 0.0 +.0 1. 2.0 +. 2.5 2.9 3.4 0.2 /3 + +. +. .1 4.8 4.9 3.3 +. + + .2 + .8 2.3 2.9 3.2 + I2.5 .0 +q.3 0.1 0.0 9 I + + + + + + « + + + « + + + + + + + + + . + + + + .0 0.0 0% 0 0 / .1 2.3 2.6 2.9 .0 5.9 4 .8 2.1 2.6 4.0 4.9 4. 4.0 2 B .1 1. .1 1. .8 2.3 3.1 3.7 4.1 1.9 .5 0.1 0.1 V4 14 .0 0.0 /0.0 //j(0/.0 .5 2.3 2.3 2.5 4.9MH.5 + .8 2.2 2.7 3.0 3.1 3. 2. 2 6 +.1 .7 1.2 + 1.6 2.3 3.0 3.5 4 9MR++42.53 2.1 .5 0.1 0.1 / ry *0 + *0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .0 .0 .0 . .3 .2 2 5 1.9 1.8 2.0 .7 3.5 Wi,(QO 2.1 1.6 1.9 2.2 2.5 2.2 2.1 2.4 2.2 1.8 1.5 1.2 1 0 1.2 1.5 2.1 2.8 3.5 3 9 �3.2 1.4 .4 0.1 0.1 + HEH+ + + + �+ + + + + + + + + + + + + + + + + + + + + + + .0 0 0. .0 / 5 .1 1.6 1.6 1.9 2.5 2.9 3.0 2. .6 1.6 1.9 2.0 1.8 1.7 1.9 1.9 1.6 1 4 1.1 1. 1W 1.9 1.9 2.4 2.7 2 8 1. .6 .2 0.1 0.1 Q- W 3 . �// ° + + + + + + + + a + + + + + + + + + + + + + + + + + .0 �0.0 .4 1 5 1.5 1.9 2.3 2.4 2.5 1. .7 .8 1.7 1.6 1.6 1.7 1. 1.6 1 9 .2 .1 1. .4 1.8 2.1 2.3 2 0 0.3 �.1 0.1 0.0 / / 10 /+ + HE HE + + + a + + + + + 11 + + + + + + .0 .0/ 0. 3. 2.9 1. 1.5 8 2.1 2.3 2. .1 2.0 2. 1 9 .5 1.9 2.1 .7 0.1 .1 0.1 0.0 + + + + + + + + + + + + + + + + + + + + + .0 0. 2 2 2 1.9 3 0 3.4 3.3 2.9 2. 2.9 3.1 3.7 3.7 3.0 .4 2 1 .9 .9 2 2 2.5 .6 0.1 0.1 0.1 0.0 + + + + + + + a + + +'^{ + + + + + + + + 'L.7 .0 .0 0 .9 .5 1 7 2.4 3.6 5.3 5.1 3. 3. 3. 5'J Ii.6 2. 2. 3.6 5.9 6.1 .6 2 2 2.1 2.5 7 2 .0 +0.0 +0.0 +0.0 �+0�1` 0.8 +1.5 MH: Mx: 11 1.0 1.2 +° .3 2.7 3.0 - 3+ + 0.0 + 0. -+- 0.0� _D.0 + 0.0 .0 a 0.0 « 0.1 + 0.2 + 012 + 1.2 + 1. 1.7 2. + 2.8 + + + 3.0 1 /� _ J 0 + 0.0 .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 a 0.0 + 0.11 + 1.1 + 1. + + 1.6 2 2.6 3.0 + + +.1 2.8 1 + + + + + + + -- - SOUTHWOOD APARTMENTS + E E + + + 2.4 F + + + .0 0.0/ 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.1 BUILDING 3 1. 3.0 1 (9% LIHTC) 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 �.0 0.8 1. 1.4 1.8 2.4 2.5 2.6 1 .0 +(/.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 �q.0 +0.8 1. 1 1.3 +1.8 2.2 2.4 2.7 1 + + + + + + + +1 5' MINIMUM SIDE BUILDING SETBACK + 9 + 9 + - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.8 1.0 1. 1.5 �W9+ 1.8 2.0 2 + + + _QQ/0 _ + 0.0 + _0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + + + + + 0.0 0.0 0.0 0.0 OS 0 n + A, « n n n �� .2 0.4 0.6 + 0.8 + + 1. 1. + 1.3 + + + 1.5 1.7 1 +5 0.1 0.1 0.1 0.0 q.4 0.1 0.1 0.1 0.0 0I.5 0.2 1+0.1 0.1 0.0 0.3 0.1 0.1 0.0 \0'..6 HS 625 0.3 0.1 0.1 0.0 0.4 0.2 0.1 0.1 0.0 0.2 0.1 0.1 0.0 IF 0.0 0.3 0.1 10.0 0.4 0.0 1 0.0 + + .0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.0 0 0 0. .0 0.0 0.0 + + + + 0.0 0.0 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0 + + + + + + 0.4 + + 6 0.7 .8 + 0.8 + 0.9 + 0. + + 0.7 0.3 + + 0.0 0.0 # + + + a + a a « + + + + 14 + + + + + + 0.0 # 0.0 a 0.0 a 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.2 + 0.2 + + + 0.3 0.9 0.9 + 0.9 + 0.9 + 0.9 + + 0.3 0. + + 0.0 0.0 44' RNV H1 QRkZpN. ROAD# 4P # + .0 0.0 0.0 # 0.0 + 0.0 # 0.0 + 0.0 # 0.0 .0 # 0.0 + 0.0 # 0.0 # 0.0 0 .0 0.0 E # 0.0 + 0.0 # 0.0 # 0.0 # 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.1 + + + O.1 �.1 �.2 + + + .2 �Q.2 -�7. .0 0.0 PUBLIC RNV # + + 0 RE 0.0 +0.0 0.0 0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 + + + +1:111. + + + to 0.0 .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 *0 . 0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + 0.1 + 0.1 + 0.1 + 0.1 +0.0 +0.0 + 0.1 +0.0 +0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 # + # + # + # 4 4 + 4 + 4 + 4 + # + # + 4 + 4 4 + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 tI.0 + 4 + 4 + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 # + # + # + + + 4 + 4 + 4 + 4 + # + # + # + + + + + } } } } + } + + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 tI.0 + + + + + + + + + + + + + + + + + + + + } } } } } } } + } + + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 # + # + # + # + # + # + # + # + # + # + } } } } } } } } } + + + + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 tI.0 Submitted bv Liahlina w inia-Central Catalog Number: Type: IOAMS Job Name: RNS-25-40-1 1-AB-DM1 9 LIGHTING Southwood Subdivision 11 & 12 25' POLE VIRGINIA Architect: TIMMONS Notes: 4Rry,-y LV-CENTRAL20-30857 ) 7.50"-85 ❑T25 (2.86" OD X 4" TALL) 180' BOLT CI R'' ❑ T30 (3.50" OD X 6" TALL) / \ ❑ D19 zro ❑ D26 eo° z3o 8.00" 90',,270' ❑ 029 nD 0 ❑D39 w° zTD ,gg"q SLOTTED BOLTHOLES ❑ D3z cP `fib I I (TYP) I I m I II I ❑ 049 90° 90 r 75r, I 8141 WO Mx[ M P pRIR°1MMt DETAIL 3 POLE TOP DETAIL 1 BASE PLATE 'I �.75" AxaaRaxr7ewuTsr ABT-080-4 CUTDOWN T022.S WITH 30" HEX NUT & CONCRETE BASE BY OTHERS WASHER (X2) FOR OVERALL HEIGHT OF 26' A.B. PAINTED TO MATCH LUMINAIRE 17.00" PROJECTION 3.75" 018-DRILLED FOR SINGLE LUMINAIRE ,r` L �I Ir~T��----///---lii--- DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED T0: ASTM A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. 3) ALL WELDING TO CONFORM T0: AWS 01.1 MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 8)N8RARDN DISCLAIMER ALTHOUGH RARE NBRARDNS SEVFRE ENUJ01 i0 CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL ffiES BECAUSE THEY ME INFLUENCED BY MANY INIERACRNG VAPoARES NBVARDIS ARE GENERALLY UNPREDICTABLE. RE USES MAINTENANCE PROGRAM SHOULD INCLUDE OASERVARDN FOR EXCESSIVE NBiARDI AND EXAMINATION FOR ANY STRUCTURAL DPAfAGL, ALP WARRANTY EXCLUDES FAP(LE FAILURE OR LNIIAR PHENOMENA RESULTING FART INDUCED VTiRARON, HARMONIC 05ULLARDN DA RESONANCE ASSOCIATED M1H MOVEMENT OF WR G1RRM15 AROUND THE PDIE LOADING DATA MATERIAL DATA oEv� CRITERIA: 2009 AASHTO LTS-5 COMPONENT ASTM MrvD sPEED(n,p6) g0 too tm t2D t30 too t5D POLE SHAFT A500 GR.B 3 SEC GUST EPA FT• 3.8 2.3 1.9 0.8 - - - WEIGHT - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 7BD MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LEN GIH pIA. DIA. OR THE (LBS) (FT) (IN) (IN) (IN) RNS-25-40-11-AB 25 4.00 4.00 11-CA (.1zD") 145 DETAIL GENERAL NOTES DETAIL 3 POLE HEIGHT 25' (FT) 3"x5" REINFORCED HANDHOLE 0 0' W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC 18" ETAIL 2 DETAIL 1 BASE COVER 0 VIEW a AMERICAN LITE POLE REV. DATE er REVISION DESCRIPTION 2800 S. HULEN, SUTTE 20D PROJECT NAME: Po NUMBER: OcT MG Be: -Ae/'��p��/'� FORT WORTH, TX 76109 w ka I 817-924-3682 PH. 817-924-3682 FAX auoTE NUMBER: sn�: Ott: cNxG ar Li}p��p •• CONFIDENTIAL' .CuN• DESCRIPTOR Litepole 6 ROUND STRAIGHT STEEL ANCHOR BASE °'""'"G "°Mac "E" 25' x 4.0" x I I GA xr s-2s 4o-11-Ae ❑ T20 (2.38" OD X 4" TALL SCALE 1"=20' 0 20' 40' NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MUST BE FULL CUT OFF Luminaire Schedule Symbol Qty Label LLF I=. LVmen3 [MANUFACI Description -E] 3 V3 0.950 21003 U.S. ARCHITECTURAL LIGHTING VLL-PLED-III-W-80LED-700m -WW IJ 4 V4 0.950 20452 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-HOLED-700m -PLED -E] 2 V4-HS 0.950 16903 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-8OLED-700m -NW-HS El7 WM3 1.000 5075 U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-III-W-2OLED-7OOFA-NW ❑i 2 WM4 1.000 4942 U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-IV-FT-2OLED-700mA-NW Calculation Summary Label CalcType Unite Avg Max Min Avg/Min Maz/Min Parking Lot 1 Illuminance Fc 2.27 5.4 1.0 2.27 5.40 Parking Lot 2 Illuminance Fc 2.29 5.2 1.0 12.29 9.20 Prepared by: LIGHTING VIRGINIA CENTRAL 40OG-2 Southlake Blvd. Richmond, VA 23236 Tel: 804-379-7777 www.lightingvirginia.com MH = mounting height in FEET NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PANNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. M E O O N � N 0 > E w a E < w v M" E Q 0 3 Ed M. w 0 m ,^-I � j i520 J -N d 7 O N AD(ANV W Z 0 = x 0 O Q _ > N I Q ON Y T N ut � 00 � M a� � H Z .-I N N 0 # * # DL H H H U U) W W W E w 0 }OV }OV O 0 Z w 000 V V V DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1"=30' N l� C6 U U o O>m J LL t m J Z w J m a = o =O w DU0 O O a 2 0 I JOB NO. 47118 SHEET NO. E2.0 a i c L Date: Jul 9, 2021 V3 Tiber: 11-W-80LED-700MA-N W-1 TO Afiffo Transmittal LIGHTING LIGH VIRGINIA Lighting Virginia -Central A'9RNE1'y 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision 11 & 12 Quote# LV - CENTRAL20-30857 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part V3 US Architectural VLL-PLED-III-W-80LED-700MA-NW-1- XX V4 US Architectural VLL-PLED-IV-FT-80LED-700MA-NW-1- XX V4-HS US Architectural VLL-PLED-IV-FT-80LED-700MA-NW-1- XX-HS-PLED WM3 US Architectural RZR-WM1-PLED-III-W-20LED-700MA- NW WM4 US Architectural RZR-WM1-PLED-IV-FT-20LED-700MA- NW 25' POLE American Lite Pole RNS-25-40-11-AB-DM19 Submitted b Li htin Vi inia-Central Catal ,DAM Job Name. VLL-I Page 1/1 LIGHTING Southwood Subdivision 11 & 12 XX VIRGINIA Architect: TIMMONS Notes: VIRGINIA 14Io1EttxAME SOLID STATE AREA LIGHTING FF00009 Liqhtinq Virqinia -Central phone 379-7777 fax 804-379-7778 Paqe 1/1 PeAM,, SOD Name: VLL- LIGHTING Southwood Subdivision 11 & 12 1-XX VIRGINIA Architect: TIMMONS Notes: 4RNEd� fAai[LTNAME SOLID STATE AREA LIGHTING MNeE t9: VALULUME SERIES -PLED S P E C I F I C A T I O N S OPTICALHOUSING Heavy cast low copper farellppuminum (A356 alloy: <0.2% Panpmounfirf assembly ledcooling ai (leuarfacmwnanwase: 003- over 12') To Mc11Mte inenat transfer of heat To housing and cooling fins. solid Wrier wall separates ply 1 and electrical compartments The optical and e c,rinl campamment are Integrated tocreate one N aesemb . Minimum wall lhlckness15.188'. ELECTRICAL HOUSINGS] INTEGRATEDARM Heavy cast low copper aluminum (A356 alloy: <0.2% pearl assembly with Integral cooling ribs sunauntling the electrical compaemerX and a flat surface on the top ofMean to accommodate. photocell swoplacle. Solid bonier wall separates optical and electrical panrossel he color comportment and electrical cormo dmentwlmmelnlegas wpppananccmbinero creole one asmmbN.Mhimum wall ih kness IS 188tcast and hinged drlveromemblywaserfs lner credwllh wiling werpanmeMoover. Number: Type: D-IV-FT-80LED-700MA-NW- V4 MIEMPEeelee LED DRIVER S Conand am current oelectronicoperating twithom a power lacrof of >.90 PW D a minimum o gratin tom erne of -0mount d Dnverp) Is/am .ana wl recognized and mounted tllrectN agoNatme byuncalNousl.rioilitafe ire war �d�� eCe race• fennel held gown by universal clamps to facilitate eery removal. Inlineterminal blacks frialiNte eirling balwaen the driver and optical arrays. Drivers accept on Input of T /mil I 12 dimmable ever Is z or 3471-48oV sa mini (0 - IDV � P Vl tllmmable tlnrerls stantlar6Drirerhas, minimum of SKY i Intemal surge protection. Luminaires supplied with 20KV singe promater far field accessible installation) aonvv ewvw RS Higho tutpt ED'a till 0 Nh dare curens mngirg from 350m4L to 1050n 70CRI Minimum. LED', are ..U.N. In (s(l55antla)s) Neutral White (400DK), or optinal o fCoal WbreXre00 EKU r Worm While (300 K). Consult FINISH Elechosfatically aOPlietl iGIC Polwiter Powder Coal n betmta p pared wNn 20 PSI powef wash a1140°F. FOUr top metlim bloat antl Iron pnasph°F bapLs for matlnmum croteetin ntl Try. 400 Fgsnessantl durobiumbi lM. .(P-2019214 U.S. Architectural Lighting ' wig © LLS.ARCHRECTURAL 0 VALULUME SERIES -PLED S P E C I F I C A T I O N S Op11CALHOUSINGHad tap Posiffis nel rm)no n rgblYrM��Ila an d Bat (lsurtoAcap lure na.w a pOtMal ess- 003' aver 12') % Iiffirfa ihena(fronsler of hoof to hoUSing aria CO011ng BnS. $aria WRler WOII BaParala8 optical antl mpai cal compommgrated t optical one elechlcal Metal eII ore Integrated to create one assembly. Minimum wall Mlckneu iz .18B'. ELECTRICAL HOUSINI INTEGRATED ARM Hai coat low copper aluminum (A356 alloy: <0.2% Hai oseembly with Infegrel Dealing rlbe eU. riding Me electrical compartment and a flat surface on the top of the an to accommodate photocell receptacle. Solid barrier wall separates, optical and electrical pammenra.rne optical campartem ana erecman a�m pommemr wnn me lntegerea aupppad an cannne ro reolearleassembN. Mhimumwall ih ckness is.180'.Can and hinged tl4v rra55embN Om'erl5lntejraletlwlln whirs, comportment cover. wren aaaS-eili(Ite. iocaiea �orepB� inemim lronsiei VLL PLED pad d encloaetl by an LED Iro tor. LED optics MIEMPEKPIKe pairs seal each in emitter to meet an IP66 acting. asymmetric distributors. a microreflector inside the be ti radlrech the In.... side eminer ourp r towns, me ,treat aide and functions as a house else ehieldin element. Retry m are mrsetion molded x12 acrylics Each LE0 re .ft is seofat To �, ae der an avv fNor am all relmaMn a reMlnetl lampass eme.Any one Porter, or group n Ponels In a lumirgire. bare iha we call. I pattern. LED seasonal. produce standard site/area distributions. Panels are field replanaObhond laid reatable In w° Incremal LED DRIVER(S) Consent current eiechonle with a Power lector of >.90 avinimum pIo®naaPmO xare ULand cot rrec'zea nmounted due fr ogalnn Me by Urniemidigic rocrieare Mendel r � �so. tansfer. bed down by universal clamps b faclllMe eery I�nows scresevolL IMine terminal blocks facilitate wiring belwmaM 12 diner and optical arrays. Drivers accept an Input of T Vl Me driver 50/60Ho o rare. Unrest, social I - t of P dimmable driver is standas.Oriver has o minimum of3KV i Internal surge pmtecllon. Luminaires supplied with MKV surge Promoter forfgldoCCassible installation.) LEDEMITTERS High OutppLE or D', are utilized with drive currents ranging from 350mA to 1050mA. 70CRI Minimum. LED's are .liable in (Standas Neutral White (40o )K . or optional Cool ootlorybtelh 012 r Worm White (300 K). Consult US FINISH ElealrostaUpcally applied TGIC Polyester Powder Coat n bnele p blast and Iran pghred with 20 FBI is hate pretreatmentfor Emower ancelf of 1401 Four erson er meant Hint atl es.e.400 F bake for matlmum hadinesiordeurobilRY 4®W 2019214 U.S. Aremtenmal Lighting •-„ ..ate © 0.5.ARCHRECTURAL �® omitted On: Apr 3, 2020 1/3 Submitted by Lightinq Vi inia-Cemral Catalog Number: Type: pOAMe Job Name: VLL-PLED-IV-FT-80LED-700MA-NW- LIGHTING Southwood Subdivision 11 & 12 1-XX V4 VIRGINIA Architect: TIMMONS Notes: "SioRNe y LV - CENTF(AL20-30857 VALULUME SERIES - PLED POLE DRILLING TEMPLATE WALL MOUNT PLED'" MODULES 1a.25' sezmm T r Ira _ (s � • (32mm) WIREWAY ar�4an) Noll. 80 LED Array .5513-DnIA. OB]mm) \ VLLPLED DIA. EXTRUDED ALUMINUM ARM AND CAST ALUMINUMWALL BRACKETASSEMBLY E.P.A.=0.77 Available in: s:- .Am' Oown) (3)HOLES PROVIDEDWITH BUILT IN GASKETEDWIRE 80W LED Array ACCESS FOR FIXTURE/SUPPLYWIRE CONNECTION. 40 LED Array WALL PLATE Ddve 1 HID No. of LEDs Current Equivalent -1- 3501 45 70-100 T 525mA 40 M 100-150 T 841 8.5' + 700mA 91 175 1 O7Dan) (4onrn) 1050mA 142 200-250 1 325MA 92 175 .50' DIA. smmI SO 626mA 200- 250 136 200-250 04orm)� lA) HDLES 700ni 184 400 10501 266 450 €deg/Order IXai VLL-LED/PLED-VSQ18OLED-7OOmA/NW/277/1/RAL9005 O A PLED" DISTRIBUTION No. LEDs DRIVE COLOR MM MOUNT STANDARD CURRENT TEMPCCT TEXTURED FINISH ❑ VLL LED ❑ TYPE II PLE0.11....... ® ❑ SOLED ❑ 105W A ❑ NW f4000K)" •nnN D _;nA ❑ 1 ...... .. �- ❑ BLACK RAL-9WYT ❑ HIGH -LOW DIMMING FOR HARDWIRED SWRCHING OR ❑ 40LED ❑ aykF (SgggK) &180.. NONINTEGRATED MOTION ❑TYPE II FRONTROW "N SENSOR ...,,.... ,,.HlSW PlE0.1HFR..... ® ❑525mA ❑ WHITE ❑ INTERNAL ❑ WW (3000K) RAL-9W3T ❑ TYPE II MEDIAN .... ❑ 240...% HOUSE SIDE SHIELD... Hill ILLUMINATOR ❑350mA ollerlmoclom PIED-IHML..... VM GREY ❑ PHOTO CELL +VOLTAGE me A�cTax ❑ 3-120.,,.. RAL-7004-T (EX.4MPLE:PC120V),. Pri ❑ PPE III MED. PIE0.111 Fill ❑ TWIST LOCK VOLTAGE ❑ 3.90 11 DARK RECEPTACLE ONLY... TPA ❑ TYPE III WIDE PLED -Ill W . .. ❑ 120 RAL-8019-T ❑ 7-PIN TWIST LOCK RECEPTACLE ONLY... Tnt7 ❑ TYPE IV ® 208 PLEASE M* "' ❑ SINGLE FUSE PIED -IV ....... ■ O GREEN ❑ PPE IV Oo' �210 SPECIFY RAL-600ST ❑ UNIVERSAL POLE (120V, 277V, 3dIV).. SF ❑ DOUBLE FUSE PIEDIV-Ff ..... ADAPTOR...,. UPA 24W, 481.. OF ❑277 PLEASE (208V, ❑TYPE VNARROW ❑347 SPECIFY ❑ STEP DIM MOTION SENSOR PLED-VSH-N....® WALL MOUNT (PROGRAMMED 50/100) ❑PPE V MED. 0 ❑480 . . . . . �I ❑WM.. rl ........... ... MSF211 PIE0.VS(iA4 .. s. usnuecem fait PODI110W.1 learn ❑REMOTE MORON SENSOR ❑ TYPE V WIDE CONFIGURATOR PIE6VSa-W .. . ............ MS-FC10 6w..rA....owwmne.aa9sse © U.S. ARCHITECTURAL U.S. Architectural Lighting Fora cml)�.FzzBu)a%�1 _® Ibmitted by Lil losses LIGHTING VIRGINIA RR.Si Southwood Subdivision 11 & 12 Architect: TIMMONS VALULUME SERIES - PLED Submitted by Li( V3 LIGHTING VIRGINIA DAI rm m... 9RNE("y POLE DRILLING TEMPLATE WALL MOUNT PLED'" MODULES "rise r Ronne) '+p 4� . z•(simne - i'O�i 7'o'a + WIREWAY a.f.n) Noksi. 80 LED Array .543' DIA. pelmm) Mry y VLLPLED E%UMINU WALLBUMARMANDCAST TASSEMBLYDW ALUMINEDWITH Avoll blE0. .AN' (3)HOOamm) (3) HOLES PROVIDE DWI TI18UREINGASKETEDWIRE BUILT IN 80&40 LED 80 &40 LED ArrayACCES TION.OR URE/SUPPLYWIRE caxxEcnox. CONNECTION. 40 LED Array WALL PLATE Drive System HID No. of LEDs Current Watts Equivalent -r- 350mk 45 70-TOO T40 525mA 66 100-150 T w 8.6' 700mA 91 175 Liberal) (li) 1051 142 200-260 JI� m5 92 150-176 5.6' Sa•DIA. BO 525mA 136 200-250 XOLES 700mA 184 400 1050FTUA 266 450 (Order IKample: VLL-LED/PLED-VSQ/80LED.700mA/NW/277/1/RAL9005 • PLED DISTRIBUTION No, LEDs DRIVE COLOR AR MOB STANDARD CURRENT TEMPOCT TEXTURED FINISH ❑ VLL LED ❑ TYPE II ❑SOLED ❑ 1O50mA ❑ NW MDK)" ❑ 1 ............ F ❑ BLACK ❑ HGHiOW DIMMING FOR PLE0.11....... ® •srnN RAL-9005-T HARDWIRED SYRCHNG OR 04OLED ❑ 700mA NONIINNTEGRATED MOTION ❑ TYPE II FROM ROW 0 CW (SDODK) ❑ 2.180...... H PIED-IHFR..... ® ❑525mA El WHILE [I INTERNAL ❑ WIN ■ RAL-9W3T ❑ PPE II MEDIAN ❑ 2.90...... y HOUSE SIDE SHIELD... HSPLED ILLUMINATOR 11350mA oneelmcolae PIEEHRAL.,,., IGREY ❑ PHOTO CELL +VOLTAGE mN61RrF�AQarr ❑ 3-120.., � RAL-7004 riT (EXAMPLE: PC]2OV) .. P ❑ PPE III MED, ... PIE0.111 M .. ❑ iV7lST LOCK TYPE III WIDE VOLTAGE DARK 340 W RECEPTACLE ONLY... TPR PIED-111 W 13 7-PIN TWIST LOCK . .® ❑ 120 RALS019-T RECEPTACLE ONLY... TPR7 ❑ TYPE IV ®O C 208 PLEASE 04.90.. M* SINGLEFUSEPLED-IV ...... ❑ GREEN RAL4005-T (1201. 277V, 34V.. SFSPECIFY 11 TYPEIV C2 ❑ UNIVERSAL POLE ❑ DOUBLE FUSE PIED-IV-Ff,.. 0277 ADAPTOR...,. UPA[�PLEASE(208V. 240V, 48OV).. OF ❑TYPE VNARROW ❑34] WALL ❑ STEP DIM MOTION SENSOR PIED-VSQN....® MOUNT (PROGRAMMED 50/100) 13 TYPE V MED. 0 ❑480 �I ❑WM.......-. �( ............._.... MSF211 PIED-VS9-M .. spaUALTG nra+ Dumix colas ❑ REMOTE MORON SENSOR ❑ TYPE V WIDE CONFIGURATOR PIED-VS9-W .. E ................... MSFCIO MovMsever-ot ..uwsal © U.S. ARCHITECTURAL U.S. Architectural Lighting eemecfi1R).focie) 55.a 1 _® ,.DAM, LIGHTING VIRGINIA gRNE's, i Subdivision 11 & 12 I1-XX TIMMONS Notes: Number: D-I V-FT-80LED-700MA-N W- IWE Index Page V4 VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS L70 GREATER STARTING SYSTEM MAX TYPE SOURCE 4000K 3000K 5000K THAN THAN (HIS. TEMP. WATTS VOLTS. INPNaMPS 40 LED 40 PLED Optical 5,585- 5,306- 5.864- 85,OD0+ 40°F 43 120 0.36 Module-350mA 6.408 6.088 6,729 277 0.16 347 U.12 8059- 7656- 8462- IED 40PLED O 8cal 85000+ -40°F 65 0.54 P 720 9.246 8784 9,709 Module-525mA 277 0.23 347 0.19 40 LED 40 Pi Optical 10,240- 9728- 10,752- 85,000+ 40°F 87 120 0.73 Module-7001nA 11,749 11.162 12.337 277 0.31 347 0.25 40 LED 40 PLEO'OptiCAl 13,642- 12.960- 74,324- 85,000+ -40°F 128 720 1.07 Module-1050l 16,652 14,870 16,435 277 0.46 347 0.37 80 LED 80 PLED'Optical 10,824- 10.283- 11.365- 85.000+ -40-F 86 120 0.72 Module-350mA 12,419 11.798 13,040 277 0.31 347 0.25 80 LED 80 PLED' Optical 15,587- 14,808- 16,366- 851 40°F 130 120 1.08 Module -525mA 17,884 16.990 18.778 277 0.47 347 0.37 80 LED 80 PLED' Optical 19,767- 18,779- 20,755- 851000+ 40°F 174 120 1.45 Module -700ni 22680 21.546 23,814 277 0.63 347 0.50 80 LED 80 PLED°O tical P 26,255- 24,942- 27,568- 851 -40'F 257 120 2.14 Module -1O50mA 30,124 28,618 31.630 277 0.93 347 0.74 NOTES: 1. Mint In Am Is Me highest d moron .O nctrouU currents Input Ps g g PAaorM orope 2. Wmen values far LED) Modules wryaccading to Me distribution l,pe 3. System WtMs Includes Me merle watts and all driver component. 4. Wee milts ahWd be Sufficient to protect all wring component. For electronic driver and LED component protection, Use 10"- 201 V surge sWAnalism. 5. UO(M -TMv 21 bit Tile applied WARNING: AllidNner must be sell In aocadance With local codes or Me Natinal Electrical Code, Pate to do so may result In serious personal Injury, ofin U.S. Architectural Lighting �-wa�.srin1 © �ARCHIT® emral Catalog Number: Type: Job Name: VLL-PLED-III-W-80LED-700MA-NW-1 Southwood Subdivision 11 & 12 XX V3 Architect: TIMMONS Notes: LV - CENTRAL20-3I VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- L70 GREATER STARTING SYS MAX COUNT TYPE SOURCE 4000K 3DDOK 5D00K THAN(HR) TEMP. WATTS VOLTS INPUTAMPS 40 LED 40 PLED Optical 5.585- 5.306- 5.864- 85,000.+ -40°F 43 120 0.36 Module-350mA 6,408 6.088 6.729 277 0.16 347 0.12 40 LED 40 PLED'OpibDl 81059- 7,656- 111 85.IA)0+ 40°F 65 120 0.54 Module-525mA 9,2A6 8.784 97W 277 0.23 347 0.19 fyl E a�j O u _ 40 LED 40 PLED -Optical 10,240- 9728- 10,752- 85,000+ -40°F 87 120 0.73 Module-7001nA 11,749 11,162 12.337 277 0.31 N 347 0.25 N E 40 LED 40 PLED'Optical 13,642- 12,960- 74,324- 85,000+ .40"F 128 720 1.07 Module -IOSOI 16,652 14,870 16,435 277 0.46 aJ E wEEE = 'j W 3 80 LED 80 PLED'Optic0l 10,824- 10,283- 11.365- 85.000+ -40-F 86 120 0.72 Module-350mA 12,419 11.798 13.040 277 0.31 H (n 347 0.25 Q U- O 3 80 LED 80 PLED'Optical 15.587- 14,808- 16,366- 85,000. -40°F 130 120 LOS � LL Module -525mA 17,884 16,990 18,778 277 0.47 W 0 � .^H 347 0.37 (L' W L M d J U N Z # # # 80 LED 80 PLED'Optical 19,767- 18.779- 20,765- 85,000+ -40°F 174 120 1.45 Module -700niA 22680 21.546 23,814 277 00.63 � P,I O a rn Nnl (.D W OL i HHH 80 LED 80 PLED°Optical 26,255- 24,942- 27,568- 85.p0p+ 40°F 257 720 2.14 Module -105OmA 30,124 28,618 31,630 277 0.93 Z_ F at of W W W 347 0.74 0 !n X Un 0 000 � S U U U ry Z NOTES: QUO O I. Max lnpo4Ampe Is Me highest dslaMng.opersaXrq,.open cirwRcurrenh F Q I --I U) Z Z Z 2. Lumen values far LED Modules wry according fa Me diatribWbn type C Ll1 3. System Watts Indudm the mute waits and all driver component. N N W O O 0 4. Fuse Sala Shoup ba SufiCient to puked oil wiring component. For electronic drhrer and LED component protection, uSU IOKV- 20KV surge suppressors. N M � U U U 5. L70(9K) -TNT-21 bit Tile applied - WARNING: All IGIuras must be lnsmfled In accwdalge with local codes or the National Electrical Cads,. Fallum to do so may asset in serious Demand Injury 00 W � H U.S. Architectural Lighting �(ey'.rra�n © ssfifin U. S.ARCHITECTURAL -"-i°f9°>A _® Submitted b Li htin w inia-Central Catalog Number: VLL-PLED-IV-FT-80LED-700MA-NW- Type: pOArea Job Name: LIGHTING Southwood Subdivision 11 & 12 1-XX-HS-PLED LEA+ V4-HS VIRGINIA Architect: TIMMONS Notes: 4RNE y LV - OENTIRAL20-30857 mMCTNAMf. SOLID STATE AREA LIGHTING VALULUME SERIES -PLED S P E C I F I C A T I O N S OPIICALHOUSING p tap Pomp capper) Igblu 1�Ils milled Bat (leurtafl«T eMOp l eral OW aver 12') to MCIRate ihenat trustees, of heat to housing and cooling fins. Solid Winter wall suspension opticcl and electrical compartments The optical and elecMcol compartmess are Integrated to create one assem bl .Minimum well M rokneu Is .1 B8 . Y ELECTRICAL HOUSING./ INTEGRATEDARM Heavy we low copper aluminum (A356 alloy: <D.2% dos Surrounding Mwater) elec)Mcal coompaMnenwith st aand a flap surface on the top of M. arm To woommodale a photocell recoplaole. Wild baffler wall separates optical and elechlo01 pammenleThe optical compartment and electrical cc pommen wlm and mleemTea wpPad an canbme ro cfeoM aneouembf,Mklimumeall Th knessr5.188'.Cad and hinged df Nea ossam blyc W er I¢ IMeg pled.m wldw compartment r. v µins � so ad i. wro e.,° panar _ pad sand era f I d by on E reper tor. LE tanner. VLL PLED cad and enclosed In an LED fro for. LED optic 66 Mlamemelas mg.In wseal each Individual .a mic to meet rn IPde the minimal al cache distributors. side emitter inside the reds true re4lrsMs an nonce ntle emitter e ap f towards lyre sheer aide and func tions as a home n12 aMeaaMg element. offal Is, are d to Me eltlae H12 S oMao. Each LED wnewor is sealed to iha PCB o aluminum ays Its are all some. or are retained by an aiumhrum fevis the are Pored. l group ct D rely In r lu produce e. tare the we optical pattern. LED reanels retold Standard site/area distributions. a Panels are fieltl reIaceabban0 fi610 rotatable In age Increments. P LEDDRIVERI Constant current elechonic with a r facror of >,N Paws One a minimum L and cut Temperature of -0mount C. Olivetti) la are UL one cut recognized and mounted fromfdirectloagainnine ElecniversHousinglc to ps to facilitate atctit Mendel transfer helddowneuniversal clampsrofaciii bet Gory Mesannowel.river and optical blocks tads ac wiring between Me tester antl optical Oaays. Drivers accept . input 120 277V,V T dimmable 50eriss 34>V-480V s minz. (a - 10V e dimmabledriverproaronaas.releiver asomiedwit of IN i Internal surge Oeflead n. Luminaires supplied vale 20KV ¢urge profecbtfmf101tlaCCes¢lore installation.) Tam Ewvw LED EM17ERS High output UI are utilized with ddre oum m1e erso g from 350mA to INO.A. 70CRI Minimum. LED pt. are evellCoon White LWOV or Worm WhitI Standard! Neutral Whitee (4300 K).r upland raarory for other LE 0 whom. FINISH EleMrostalically apPlietl iGIC Polwiter Poxtler Clot n bnek p pared with 20 P51 Power wash a1140°E Four step metllo bloat antl ten phoephot� pretreotent far petenlon ant point atlhaslon.4lb°F bake rot manmum hadnessard tluebilM. 9®W l 2019214 U.S. Architectural Lighting °-„ .wn� © LLS.ARCHRECTURAL DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. JOB NO. 47118 SHEET NO. E3.0 O N O 3 c_ a. 0 O O �Z 20 O EC E - O a w C of m d V O C K N O 3 y Z m O � � a F OL N 0 Q 6 N c 2 :2of .re.. of X C 0.0 016 12 c of a 0 O E 0 to 06 a c Ma 10 a 0 a2 CO of f m 2 m c of O c a of nE ami �i F E 0 bmitted by Lighting W ima-central Catalog Number: VLL-PLED-IV-FT-80LED-700MA-NW- 1-XX-HS-PLED Type: LE V4-HS Submitted by Lighting Virginia -Central Catalog Number: VLL-PLED-IV-FT-80LED-700MA-NW- 1-XX-HS-PLED Type: V4-HS PpAMy LIGHTING Job Name: Southwood Subdivision 11 & 12 "AMs LIGHTING Job Name: Southwood Subdivision 11 & 12 < VIRGINIA 4RNE�` Architect: TIMMONS Notes: VIRGINIA 4RNE'" Architect: TIMMONS Notes: LV-CENTRAL20-30857 LV-CENTRAL20-30857 VALULUME SERIES - PLED VALULUME SERIES - PLED LED/ELECTRICAL GUIDE POLE DRILLING TEMPLATE WALL MOUNT PLED" MODULES 15.2W rcss]mm) _T__ Gzms WIREWAY USE.) Horn. 80 LED Array .b4114W Ps]mm) VLL PLED EXTRUDED ALUMINUM ARMAND CAST EPA, 0.77 ALUMINUM WALL BRACKETASSEMBLY Avoiloblein: 4D(3)HOLESm4 PROVIDEDWITH BUILT IN GASKETEDWIRE 8011 LED Array ACCESS FOR FIXTURE/SUPPLYWIRE CONNECTION. 40 LED Array WALL PLATE Drive System HID N0.01LEDs Current Watts Equivalent 35DmA 45 70-100 T 525mA 66 100-ISO T Y41 5.8• 700mA 91 175 O7b�mT 04omm) 1050mA 142 200-250 JI- 1 WOmA 92 150-175 80'DIA. 80 525mA 136 200-25D 040rm) (4) HOLES 1050mA 266 450 VLL-LED/PLED-VSB/80LED-700nA/NW/277/1 /RAL9005 • • PLED" DISTRIBUTION No. LEDs DRIVE COLOR ARM MOUNT STANDARD CURRENT TEMPCCT TFXNRED FINISH ❑ VLL LED ❑ TYPE II ❑ SOLED ❑ T OSOMA ❑ NW MOo' ❑ 1 ......... .. �. ❑ BLACK ❑ HIGH -LOW DIMMING FOR PLED -II....... ® 'srAN RAL-9006T HARDMREDSYMCIMOR ❑ 40LED ❑ 700 0 CW SBDB ❑ 2.180... NONINTEGRATED MORON ❑ TYPE II FROM R.tWJ ( K) - H SENSOR............ HI -SW PLENWER...., ® ❑525mA ❑ WW (3000K) WHITE ❑INTERNAL ❑TYPE II MEDIAN ❑240... ......% HWSE SIDE SHIELD... HS-PLED ILLUMINATOR ❑350MA o..cEXas PLED-II-N1L.,,., wNVAIFl parr GREY ❑PHOTOCELL+VOLTAGE ❑3-120.. ... RAL-7004T (IXAMPIE: PC720V).. PC+V ❑ TYPE III MED. PIEDIII M .. � NJISi LOCK VOLTAGE ■■ 6� 0DARK RECEPTACLE ONLY... TIM 0 TYPE III WIDE ® ❑ 3.90 ...... W BRONZE PIEDIII W. .. ❑120 RAWU79-T �7-PIN TWIST LOCK RECEPTACLE ONLY... TPR7 ❑ TYPE IV PIEDIV....... ❑toe PLEASE �440"""'or IF ❑SINGU FUSE ❑ GREEN 127V, 277V, 34 SF 0240 SPECIFY RAL-6005-T ( M ' ❑ TYPE IV QO. ❑ UNIVERSAL POLE ❑ DOUBLE FUSE PIEDIV-FT ... 277 ADAPTOR..... UPA (208V, 74W, 480V).. DF PLEASE ❑ TYPE VNAI870W SPECIFY ❑ STEP DIM MOTION SENSOR PLEDVSa-N....® 0347 WALL MOUNT (R,y�RAMMEDSD/100) ❑ TYPE V MED. -' WM ...... _ ........... MS nI I PIEDVSa-M .. -° ❑480 sFFwura.mMFOR Anana+ucaars ❑ REMOTE MOTION SENSOR ❑ TYPE V WIDE CONFIGURATOR PIEDVSa-W .. ................. MSFC10 h00"�'"�'^�a'dni°"•G198m' © U.S. ARCHITECTURAL U.S. Architectural Lighting .((m»2. Fml(m»2a i «w~. LED SOURCE INITIAL LUMENS- INITIAL LUMENS- INITIAL LUMENS- L70 GREATER STARTING SYSTEM COUNT TYPE SOURCE 4000K 3000K SDOOK THAN (HR) TEMP. WATTS VO 40 LED 40 PLED Optical 51 5,306- 5.864- 85,000+ 40"F 43 120 0.36 Module-350mA 6,408 6.088 6,729 277 0.16 347 0.12 40 LED 40 PLED -Optical 81059- 7,656- 8,462- 85,DD0+ -40`F 65 120 0.54 Module -EMmA 9,246 8,784 9.709 277 0.23 347 0.19 40 LED 40 PLED- Optical 10,240- 9,728- 1185.ODO+ -40°F 87 120 0.73 Module-700mA 11,749 11,162 12.337 277 0.31 347 0.25 40 LED 40 PLED'Optioal 13,642- 12,960- 14,324- 85,OW+ -40°F 128 720 1.07 Module - IOSOmA 16,652 14,870 16,435 277 0.46 347 0.37 BO LED 80 PLED'Optical 10,824- 10,283- 11,365- 85,ODD+ -40-F 86 120 0.72 Module-35OmA 1Z419 11,798 13.040 277 0.31 347 0.25 80 LED 80 PLED'Optical 15,687- 14,808- 16,366- 85,000. -40-F 130 120 LOB Module-525mA 17,884 16,990 18.778 277 0.47 347 0.37 8o LED 80 PLE0'Optical 19,767- 18,779- 20,755- 85,000+ -40°F 174 120 1.45 Module -700mA 22680 21.546 23.814 277 0.63 347 0.50 80 LED 80 PLED'Optical 26,255- 24,942- 27,568- 85.000+ -40-F 257 120 2.14 Module - 1050ri 30.124 28,618 31,630 277 0.93 347 0.74 NOTES: 1. Mox IIIfinmps is Me highest of staring, operating. or open c rI currents 2. Wmmwlums rl Wduleawryaccadingto Uledlsth imtype 3. System Wt2Hs includes me source wafts and all drwr component. 4. Woe wllxr ahWb be aulficiedto golecl all wuing componens. rorele=tionb tlriwrantl IEOOnmponed prolectbn.use IOKV- 2DXV surge sup muI 5. DO(M-TM21 bx mleapPlkd WARNING: All Podum must la Installed In accoganosI coal codes or the Natlonal Electrical Cade. Fallumb do so may muk In serious Penal Rus, """'^"'°''u°'•' © U.S.ARCHITECTURAL U.S. Architectural Lighting ��.=.�:�srslm»,.•..... _® (bmitted by Lighting Virginia -Central - Catalog Number: Type: v"Me Job Name: RZR-WM1-PLED-III-W-20LED- LIGHTING Southwood Subdivision 11 & 12 700MA-NW WM3 VIRGINIA Architect: TIMMONS Notes: 9RNE�� LV - CENTRAL20-30857 SOLID STATE AREA LIGHTING PROJECT NAME: PROJECT TYPE: BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S A A OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) 1 assemblywith Integral cooling fins. The Optical Panel 9 9 P mounting surface is milled flat (surface variance <x .0031) to B facilitate Thermal transfer of heat to housing and cooling fins. The Optical Housing bolls to The Electrical Housing forming a �1 T unified assembly.The minimum wall thickness is.188'.�,I/�1 a 1 ELECTRICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) FIXTURE A B C RZRWI 8.76• lY B• P'-N am.N nm-n RZRWI-ENT 1 11- 1 14• 84' MI•.H PAN 11esnM assembly. Minimum wall thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box. RZR-WM 7 L Electrical Housing anchors on the Top edge of the Mounting PATENT PENDING Plate and stainless steel recessed socket head screws tighten \ the Electrical Housing To the Mounting Plate from the bottom. PLED' OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with ��- each emitter located on a copper thermal transfer pad and _ enclosed by on LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric - distributions, have a micro -reflector inside The refractor which A re -directs the house side emitter output towards The street side and functions as a house side shielding element. Refractors are Injection molded H12 acrylic. Each LED refractor is sealed To the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a B luminaires, have The some optical pattern. LED refractors produce Type II, III, and Type IV site/area distributions as well as T other specialty asymmetric distributions. Panels are field c replaceable and field rotatable In 90° Increments. LED DRIVER S 1 FIXTURE A a C RZRW2 is- H� 12" 1 S. 0�M RZRW2-EM 11r16, Constant current electronic with a power factor of >.90 and a RZR- W M 2 minimum operating temperature of-40°F/-40°C. Driver(s) Is/are UL and cUL recognized and mounted directly against PATENT PENDING The Electrical Housing to facilitate thermal transfer, held down by universal clamps To facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an Input of 120-277V, 50/6014z or 347V-48OV, 501(0 - 1 OV dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaires supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from A 35OmA to 1050mA. 70CRI Minimum. LED's are available in standard Neutral White (401 or optional Cool White (5000K) or Warm White (3001 Consult Factory for other LED options. AMBER LED's PICA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to UPS lamps and have a slight B-I.,. output in The blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral T bandwidth only without the use of phosphors. c I FINISH FIXTURE A B C RZRW3 ISM 1112. 111. RZRW3.EM ' BA' 1, lyester Powder Coat on substrate prepared applied ith 0 w PSI power wash at 141 Four step RZR-W M 3 media blast and Iron phosphate pretreatment for protection and paint adhesion. 401 bake for maximum hardness and PATENT PENDING durability. 11 D ®L aB MADEINTHE umv ILIIFNA 2019093 U.S. ATChITGO}UFaI Lighting © U.S. ARCHITECTURAL n-»<m»2aaaou r-rm»2aa�m, bmitted by Lil 104mo LIGHTING AVIRGINIA 4RNEI, Catalog Number: RZR-W M 1-PLED-III-W-20LED- 11 & 12 700MA-NW Notes: BAZAR WALLMOUNT SERIES -LED WM3 EMERGENCY OPTION PLED® MODULES Emergency Back Box (EM) 3/4' Sursom ConduB(SC) ••60LEDModule rEMBo Box o® o _ e IFTdeeper than standard h°"'ng RZR•WM3-LED E.P.A.=.69 o Avallablein: 60 LED Module THEEMERGENCYOPTION BACKBOXEXTENDS2- BEYONDTHESTANDARD HOUSING AND 40 LED Module CONTAINSTHE EMERGENCY COMPONENTS (EC) INCLUDING SAITERIES OR CAN BE USED FOR SURFACE COMMIT (SC) AFPLICATIOM.T IM ISTO BE AN SCI, SC2, AND SC3 ORION FORTHE DIFFERING HOUSING SIZES. So SHIPS WITH THREADED CONDUIT PLUGS. THE EM-LED SYSTEM PROVIDES POWERTO ALL LEDs IN ME ARMY(20,40, or W) TO MED RZR-WM2-LED E.P.A.=.47 THE FOLLOWING LIGHT LEVELS FORA MINIMUM OF90 MINUTES. Avallablein: 40LEDModule WM2=45%g350MA WM2=36%9350MA ii•ii WM3=24%g350MA o • MULTIPLYTHE %ABOVE BYTHE LUMEN OUMT0350MA 20 LED Module -- •4 - vMoalnrlg Available in:.�.. •,r.,,,=,aa 20LED Module Wallplaft MAX INPUT WATTAGE 1i1vin1ed1eY"•' *or DRIVE CURRENT LED's 360MA 525mA 700MA 10MMA 1 b0 68W Ww 131W 19aw see saew�l sm Serew mall 40 45W 66W SAY 134w 20 23W 33W "W 66W RZR-WM2/PIED-IV/401ED-7DOmA/CW/277/RAL-8019S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED' DEMBtMON TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑ HIGH -LOW DIMMING FOR �-WMI TEMP -CCT TEXTURED FINISH EXTERNALCONITI HLEW ❑RZR-WMl ❑TYPE II PIEDII....... ® ❑20LED 11350MA 71NNY(4000K)• •aauoARD ❑ 525mA 120 208 ❑BLACK RAL-900ST HOUSE SIDE SHIELDING .. .... ............ HSPIED ❑ PHOTO CELL+VOLTAGE ❑ TYPE II FRONT ROW ® ❑ CW (SOOOK) 240 ❑ WHITE (EXAMPLE: PC120V) ... PC+V PLED41-FR..... ❑ 700mA' WW (3000K) 277 RAL40U3-T ❑ SINGLE FUSE SF (120V LE 2USE ❑ RZR-WM2 ❑TYPE III ® RR-WM2 ❑ 1050mA El 347 ....... El DOUBLE TUBE PLED411....... casuLTFACTary ❑ 40LED Fa1O1H&IFD WIa4 RAL-7004-T (208V & 24M ....... OF ❑ TYPE III WIDE ❑ DARK BRONZE 13 STEP DIM MOTION SENSOR PLED4IHW.... SELECT RAIA1019-T (PROGRAM MED 50/100) AMBERS ."IONSEN .. MSFxn ❑ PHOSPHOR VOLTAGE ❑GREEN R M T ❑ REMOTE MOTION SENSOR ❑ TYPE N ❑ FZZR-WM3 PLEDIV....... ® RZRWM3 CONVERTED RAL-6005-T CONHGUIRATOR AMBER .................... MSER= ❑ TYPE N+T � 60LED PDA FaRSINcO H 11wsx [:I EMERGENCY BACKUP I..EM1 PIEDNfr"" 11 TRUE AMBER' r4MI wmx r mlHSUFFa s' EMERGENCY BACKUP( TRA I°I°R'°'e'°Araooss) (HOUSING ONLY)..... EMH1 0 EMERGENCY BACKUP 2..EM2 SELECT i. eNlaamxmmBLBEWm,M FINISH ❑ EMERGENCY BACKUP 3.11143 um z- unm MHAWx9ceFruLae ❑ SURFACE CONDUIT)... SCI aAv13�asmlAAsmAaxW CoralaiACrary FagamoM mLo14 [I SURFACE CONDUIT 2.. 502 ❑ SURFACE CONDUIT 3.. SC3 U.S. Architectural Lighting m�<mn 2uzaa r-Lmn 21i'4p1 U.S. ARCHITECTURAL 2/3 Index Page Submitted On: Apr 3, 2020 3/3 Index Page Submitted On: Apr 3, 2020 113 Index Page Submitted On: Apr 3, 2020 2/3 Index F Submitted by Lighting VL inia-Central Catalog YP Number: Type: p-AM,v Job Name: RZR-WM1-PLED-III-W-20LED- LIGHTING Southwood Subdivision 11 & 12 700MA-NW WM3 VIRGINIA Architect: TIMMONS Notes: RIVE LV - CENTRAL20-30857 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED COUNT 20 SOURCE TYPE LED SOURCE 20 PLED°O Optical pt Module -350mA INITIAL LUMENS- 4UME 2706- 2.993 INITIAL LUMENS- 3UME 2 571- 2843 INITIAL LUMENS- LUMENS 2841- 9.143 L70 GREATER THAN H TM21 (10' 60ODD+ STARTING TEMP. -20°F SYSTEM WATTS 22 VOLTS 120 277 347 MAX INPUT AMPS 0.19 0.0 0.07 20 LED 20PLE0 O tical P 3 897 - 3 702 - 4 092 - 60000+ -20'F 33 0.28 Module-525mA 4 310 4 095 4 526 277 277 0.1212 347 0.10 20 LED 20 PLED'Opflcoi 4,942- 4,695- 5.189- 60,000+ -20°F 44 120 0.37 Module -700mA 5,466 51193 5,739 277 0.16 347 0.13 20 LED 20 PLED•Optioal 6,564- 6,236- 6,692- 50,OD0+ -20°F 65 120 0.55 Module -1O50mA 7.260 6.897 7,623 277 0.24 347 0.19 40 LED 40 PLED Optical 5,585- 51- 5,864- 60,OD0+ -2131 43 120 0.36 Module-35OmA 6,178 5.869 6,487 277 0.16 347 0.13 40 LED 40 PLED'Ophool 8,059- 7,656- 8,462- 60,000+ -201 65 120 0.55 Module-525mA 8,914 8,468 9,360 277 0.24 347 0.19 40 LED 40 PLED- O Optical pt 10240- 9728- 10.752- 60,000+ - °F 20 8 7 120 0 .73 Module -700mA 11,327 10,767 11,893 277 0.32 347 0.2626 40 LED 40 PLED'Opfical 13,642- 12.690- 14,324- 60,000+ -20R°F 129 120 108 Module -l05OmA 15,089 14.335 15,943 277 OG. 347 0.38 60 LED 60 PLED°Opfical 8,118- 7.712- 8,524- 60,000+ -20°F 65 120 0.66 Module -350mA 8,979 8,5w 9,428 277 0.24 347 0.19 60 LED 60 PLED'Opfical 11,690- 11,106- 12,275- 60,000+ -20°F 98 120 0.82 Module-525mA 12,930 12,294 13,577 277 0.36 347 0.29 60 LED 60 PLED -Optical 14,825- 14,084- 15,566- 60,0DO+ -20•F 131 120 1.D9 Module -700mA 16,398 15,578 17,218 277 OA7 347 0.38 60 LED 60 PLED'Optical 19,691- 18,706- 20,676- 60,ODO+ -20'F 193 120 16 Module -1BOMA 21,780 20.691 22,869 277 0.7. 347 0 ,. NOTES: 1. Mar InpufAmpe is the highest of Norling, operating, or open drCuB Currents 2. Lumen slues for LED Modules wry oCCOrding M ffiB distribution type 3 System Walls Includes Me source watts and all dmier components. 4. Fuse slue should be sumdenl to Protect all widng components. S. VM1 OK)- IM216x rule applied L70(1 Do - Calculated - 2A4.D00 ® 7 W mA =102.00091050mA WARNING:AII fixtures must he Insrow In acm SISMEB its low codes or the National EleaMwl Code. Failure to do so may result In serious personal Injury 4401N""'""'a'°""°''`A°'m' © U.S. ARCHITECTURAL U.S. Architectural Lighting �•cm»�r-rm»�, (bmitted by Lighting Virginia -Centres Catalog Number: ..AM. Job Name: RZR-WM1-PLED-IV-FT-20LED- LIGHTING Southwood Subdivision 11 & 12 700MA-NW AVIRGINIA Architect: TIMMONS Notes: 4RNE'" SOLID STATE AREA LIGHTING PROJECT NAME: PROJECT TYPE: BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S EE A OPTICAL HOUSING A Heavy cast low copper aluminum (A356 alloy; <0.2% copper) 1 assemblywith Integral cooling fins. The Optical Panel 9 9 P mountingsurface is milled flat (surface variance <t .003' to ( ) B facilitate Thermal transfer of heat to housing 9 and cooling fins. The Optical Housing bolls to The Electrical Housing forming a ,1 T unified assembl y .The minimum wall thickness is .788'.�,I/�1 C ELECTRICAL HOUSING 1 Heavy cast low copper aluminum (A356 alloy' <0.2% copper) Type: WM4 LV - CENTRAL20-3085 FIXTURE A R C RZRWI III 12' S. P-s ram naa-o RZRWI-EM 11' TIC 85' ree�w Pm..r pMmw assembly. Minimum wall thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box. RZR-W M 1 Electrical Housing anchors The Top edge of the Mounting \ PATENT PENDING Plate and stainless steel recessed socket head screws Tighten the Electrical Housing To the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with T - .- each emitter located on a copper thermal transfer pad and----•- _.. enclosed by on LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside the refractor which A re -directs the house side emitter output towards The street side and functions as a house side shielding element. Refractors 1 are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a B luminaire, have The some optical pattern. LED refractors produCeType II, III, and Type IV site/area distributions as well as /I T other specialty asymmetric distributions. Panels are field ��I(L\lll a replaceable and field rotatable In 90° Increments. T LED DRIVER S FIXTURE A B C RZRW2 Is- - 12" 1 8' "anM RZRW2-ENT 1. Constant Constant current electronic with a power factor of >.90 and a R Z R- W M 2 minimum operating temperature of-40°F/-40°C. Driver(s) is/are ILL and cUL recognized and mounted directly against PATENT PENDING the Electrical Housing to facilitate thermal transfer, held down by universal clamps To facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/61 or 347V-48OV, minima. (0 - 1 V i dimmable driver is standard. Driver has a ICI minimum of surge internal surge protccessibluminaire supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from A 35OmA to 1050mA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's ICI 1 PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to UPS lamps and have a slight B output in The blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral T bandwidth only without the use of phosphors. c 1 FINISH FIXTURE A B C RZRW3 11 Isoi 1 PeaB-.1 RZRW3-EM Ism1 oy4,q B„n Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 141 Four step RZR- W M 3 media blast and Iron phosphate pretreatment for protection and pain} adhesion. 41 bake for maximum hardness and PATENT PENDING durability. D SIL DB MADEINTHE um 2019093 U.S. Architectural Lighting m �v(WT).r$...ala o(WI)2R W,® U.S. ARCHITECTURAL bmitted by Lighting Virginia -Central Catalog Number: RZR-WM1-PLED-IV-FT-20LED- 700MA-NW Type: WM4 Submitted bv Liahfino w inia-Central Catalog Number: RZR-WM1-PLED-IV-FT-20LED- 700MA-NW Type: WM4 paAMa LIGHTING Job Name: Southwood Subdivision 11 & 12 vVAYs LIGHTING Job Name: Southwood Subdivision 11 & 12 VIRGINIA gRME`'� Architect: TIMMONS Notes: VIRGINIA 4RNE'"y Architect: TIMMONS Notes: LV-CENTRAL20-30857 LV-CENTRAL20-30857 BAZAR WALLMOUNT SERIES -LED BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE EMERGENCY OPTION Emergency Back Box (EM) 3/4'Surface ConduB (SC) 11 rEBox ts2-d..'tleeper than sousing housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2- BEYONDTHE STANDARD HOUSINGMD CONTAINSTHE EMERGENCY COMPONENTS (EC) INCLUDING BATTERIES OR CAN BE USED FOR WUXE CON W R (SC) AFPLICATIOM,. IM IS TO M M SC I. SC2 AND SC3 OPRON FORTHE DIFFERING HOUSING SIZES. Be SHIPS WITH THREADED CONDUIT PLUGS. THE EMAED SYSTEM PROVIDES POWERTO ALL LEDs IN ME ARRAY (20, 40,or 60) TO MEET THE FOLLOWING LIGHT LEVELS FORA MINIMUM OF 90 MINUTES - WMI,,IS 350MA WM2=36%g3SOMA WM3=24%03WMA 'MULTIPLYTHE %ABOVE BYTHE LUMEN OUTPUTO 350MA WALL MOUNTING Moudlrp basset 1M'lon reon son. W sarew�l I Set screw loci 11,Cw,,vPx,^'x'er RZR-WM2/PLED4V/40LED700mA/CW/277/RAL PLED' MODULES vo a �••:: ::•:: ::••: e ••60LEDMOdule RZR•WM3-LED E.P.A.=.69 Avallablein: 60LEDModule e �� 40 LED Module RZR-WM2-LED E.P.A.=.47 Avallable In: 40LEDModuleB e 20 LED Module RZR-Wei-LED E.P.A.=.33 Available in: 20LED Module MAX INPUT WATTAGE 8OF DRIVE CURRENT LED's 35OmA 525mA 700MA IOSI 60 6BW SsM 131W60 131W 1�W 40 45W 66W BAY 134W 20 MW 33W20 33W 44W�W 8019S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED- DISTRIBINION TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑ HIGHI DIMMING FOR ❑ TYPE II PIEDII ....... ® �-WM1 TEMP-CCT ❑ 20fED 3550MA p N1V (ggggK)• •sr (40 EI 5 5� 120 ❑ 208 TEXTURED FINISH ❑ BLACK RAL-900ST EXIGI CONTROL.. HLSW HOUSE SIDE SHIELDING .................... HSPIED ❑ PHOTOCELL +VOLTAGE ❑ i12M1. WM1 ❑ TYPE II FROM ROW ® ❑ CW (500DK) 240 ❑ WHITE (EXAMPLE: PC12OV) ... PC+V PLED41-FR..... ❑ 700m71 A' WW( ro 277 RALE9803-7 El FUSE (120V & 277V) SF El ❑TYPE III ® RteWla ❑ 1O50mA' El 347 ❑ ....... ❑ DOUBLE FUSE PLED411....... coxsuLl FAclom ❑ 40LED FOROmsRu9cOLM 480 RA67004-T (208V & 24M ....... OF ❑ TYPE III WIDE ❑ DARK BRONZE 13 STEP DIM MOTION SENSOR PLEDI.... RAWNII9-T (PROGRAMMED W% /10 �� SELECT .............. MSF21I ❑ TYPE N ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTION SENSOR ❑ R]R-WM3 POD ® Rm.WMa CONVERTED RAL-6005-7 CONFIGURATOR AMBER ❑60LED PCA 10s SMOOTH FINlsx ..... . ............. M&MIO ❑ EMERGENCY BACKUP I..EM1 ❑ TYPE MEET ® Rea cz INFIX PLED4V-FT"" ❑TRUE AMBDf° wUH suFFlx s' ❑ EMERGENCY BACKUP) TRA (°fP1Am'']"') (HOUSING ONLY)..... EMH1 EMERGENCY BACKUP 2.11112 SELECT FINISH ❑ EMERGENCY BACKUP 3.111,113 z-xwwweAxoAueEMx6vExscepuar ❑ SURFACE CONDUIT I... Sol aria". mw a-AVARARrIN35a5 DFIVE corsuuFAcrary FOReerOMcaas SURFACE CONDUR2.. SC2 a Ynunl ❑ SURFACE CONDUIT 3.. SC3 U.S. Architectural Lighting )za3zsoR racm»2++am1 U.S. ARCHITECTURAL LED COUNT 20 SOURCE TYPE LED SOURCE 20 PLED' Optical Module -351 INITIAL LUMENS- 4000K 2,706- Z993 INITIAL LUMENS- 3000K 2571 - Z843 INITIAL LUMENS- SOOOK 2.841 - 3,143 DO GREATER ( THAN HR)' TM21 60,ODO+ STARTING TEMP. -20°F SYSTEM WATTS 22 VOLTS 120 277 347 MAX INPUT AMPS 0.19 0.08 0.07 20 LED Module OW Io01 3897- 3702- 4092- 60000+ -20°F 33 0.28 Module-525mA 4.310 4,095 4.526 277 277 0.1212 347 0.10 20 LED 20 PLED'OpOcal 4,942- 4,695- 5.189- 60,000+ -20°F 44 120 0.37 Module -700mA 5,466 5,193 5,739 277 0.16 347 0.13 20 LED 20 PLED•Optioal 6,664- 6,236- 6,692- 60,000+ -20°F 65 120 0.55 Module -l05OmA 7.260 6,897 7,623 277 0.24 347 0.19 40 LED 40 PLED Optical 5,585- 5,206- 5,864- 60,OD0+ -20'F 43 120 0.36 Module-350mA 6,178 5,869 6,487 277 0.16 347 0.13 l 40 LED 40 PLED'Optioal 8,059- T656- 8,462- 60,000+ -201 65 120 0.55 Module-525mA 8,914 8,468 9,360 277 0.24 347 0.19 40 LED 40 PLED- O Optical pl 10240- 9728- 10752- 60.000+ - °F 20 8 7 120 0.73 Module -700mA 11,327 10,767 11,893 277 0.32 347 026.26 40 LED Module 13,642 - 12.690 - 14,324 - 60,000+ -20°F 129 08 1.47 - 050ml Module-1O50mA 15,089 14.335 15,843 277 277 O,q7 347 0.38 60 LED 60 PLED'Optical &Its- 7.712- 8,524- 60,000+ -20°F 65 120 0.65 Module -350mA 8,979 8,530 9,428 277 0.24 347 0.19 60 LED 60 PLED'Opfical 11,690- 11,106- 12,275- 60,000+ -20°F 98 120 0.82 Module-525mA 12,930 12,294 13,577 277 0.36 347 0.29 60 LED 60 PLED -Optical 14,825- 14,054- 15,566- 60,OOD+ -20-F 131 120 1.D9 Module -700mA 16,398 15,578 17,218 277 OA7 347 0.38 60 LED 60 PLED* Optical 19,691- 18,706- 20,676- 60,ODO+ -20'F 193 120 1.61 Module -1OSOI 21,780 20.691 22,869 277 0.70 347 0.56 NOTES: 1. Max InpufAmps is the highest of Noting, operating, or open drouB Currents 2.Wmenwlueafor LEDMWuMswryomc ingiolhediWbutiontype 3. System Walls Indudes Me source watts and all dmer components. 4. road slue shouts be sumdem to profaot all wrong carnponmh. 5. L70(l OK) -IM21 6x rule applied L70(10K) - Calculated - 2A4000 ® 7 W mA =102.00091050mA WARNING:AII fixtures must he Insrow In acmgancawith low codes or the National EleoMwl Code. Follureto do so may muff In serous personal Wtury 4401N""'""'a'°"""'`A°'m' © U.S. ARCHITECTURAL U.S. ATChiT@C}Urat Lighting ma,. (mpzsa2mo r«(m»2M-We n.H,.ImIR.can IIIIIIIIE® m E 0 on o N � N C > E a E w Lu � N >i RV4 3 C, O C,1 w O `M ,^H a W L M d J U W Z I s- N N J-u1 O #on ## a N NI fA Is -IT D` H H H W W W U 3:0 X U) 2: 2: 2: d.N _Ull z 0 0 0 > � O _ ~ 17rn EN" �7Z v w OOO 4 of UVV M 00 J ULI ua H- DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. N J6 l� Cn U J 0>� J Lu w a 2U ' ILL ED N -1 ITS a UJ 0 T O 5 rrr� G a 0 O 0 Q U O 1- 0 2 0 L I JOB NO. 47118 SHEET NO. E4.0 5 2 u C C, N 0 3 c_ a. 1 v 0 0 o O CEW -Z .8O 02 c ram •- a c m as a0 Oc K N (7 3 In Z m O E 2 a 2 P d `o2 5 Q N n m m 2 Y On ° m 0 c N o Is c a2 a d `o E 0 m o a c �a m a 0 w c u N I7_ W A C m o c a CI nE aai �i F E L F- S:\103\47118-Southwood_PHA_tt-12\DWG\Sheet\CD\L1.0-OVERALL LANDSCAPE PLAN.dwg I Plotted on 3/16/2022 1:54 PM I by Miles Rachner L ---J - i I / _ / / , 1 / \ � � V AA V �. 0 0 / r/ 0 0 Vftoitft— o J/1 \ \ \� \ � \I \ `� � — _ _ � � ,� � -'_ � � - �- �- --ram / f • '— � \ \\ \ ° \ I \ . \ � �\ \ � � ` � � \ _ � � � \ \ � F Lml /0/ --I—On/ If I — �� -U A 1 ,, / ' \/ V , , , �• , I/, I V A A A V A V A , , I I A VAV IIII I 111 I II l l , 1/ v � I A 1\ '\11I I I I I� I I I �1�1IIIII 11I l � 1 � I I --LZ,/ �IA\`VAV \A VAA111V'/ A A\ AV` AA a IIIII-,"�III�1'11v\vvvvvAvvv v .-� i/ v _ o y( 1< L 1 —1 1; , -� / `\ # - II 1111111//IIII///i I VA \ I I / ��i I 00 A A (IIII III l ll�l 1 / I'S1i fi�lAA-i� �� I�j�I II I .lI / v .v_- ��v 1AI111VAA\VAIIIII IIII. --_- /III I �a�l // / Q m �,A �� 111\\\ \ \ \ \ 01 \ 1 I I I ✓ v AAA ` VAA \ VA A`\ \V�� x 84 VA \ V A\ \ \ �y�-- v \\\\VVVAAA o � o � 0 dFJ V I / / / N T v I I I I � p m w --� rn `� I� � ✓ � N -+ - ion— VAVA V��VA`�Ary�VA�I III\AVA \�A II\I� \ \ \/ A IIIII/ �-,V�� `IIIII 1p VAV\� vv\AlAAV 11A AVA\ A1\ I 1`UO\ ll8g ��A� \ I:A AAA If �I Illy tW,/ I :�(:.Y�I I I I �� \ 9 � as // �\ \,-(\�I -76_ III I / IIIIy i_�- / '0 - �� I oll/ /I'I_ "✓•77, llI \ I�� \ 1 P'T/I 11 V A = IIIII to �\ A C \ /- O> �� / D A 9�0 Nd f v v v W �I IfIIII III l I I /I�� / �/ ��lY�O 0 �\V��. �I v gas", d �� I �I I I I I �� I rn v f ill v�II I '� /_ —� [; W D \i/ I ---_--___-_--�� , / --/ oc `�� • � � '—�-- — — �`�yv�� "� /o� I I I I �� I <_ � / c� � 1 � I N I 1�',`' I I v �` '\ �� / gy''9.t\ _ �`��od.•F� III ��' I�� I� N I N y dldl I 1 0 d z o �I I 1 / '� l) °D /Ill ��\ �� / '� �a-'--_-_-_��v �I _-. �-_, � I � / /• o b�� 7- -- ---= --_ \IIIIIIIII vvIfill III I IIII II V7 o� /l\ — C3," 0,0 A�.= lv -� �V / ' //�. '''11111� AAI\�� ` '�r',�v ��%�II� \ VAAII Ill l /I C ll/II/ ull �10i , • �• THIS DRAWING PREPARED AT THE TIMMONS GROUP• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE CJ 1 • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 7� TEL 434.295.5624 FAX 434.295.8317 www.timmons.com V N r m S O U T H W O O D PHA BLOCKS 11 & 12 m 3 0 3 0 8 DATE REVISION DESCRIPTION f N O _ _ /20/2021 COUNTY COMMENTS #1 x � m 03 Ij D 2 � A y 12/17/2021 COUNTY COMMENTS #2 O o o COUNTY OF ALBEMARLE, VA O10 m 0 2 0 o 03/17/2022 COUNTY COMMENTS #2 CT CO OVERALL LANDSCAPE PLAN A A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. _-� -v V \ - - - - - -\ - - -- -\ -- - -- - --- -- (32) HYP CAL \ \ \ \ \ \ 30 TRAIL - - 6 ILE AME --\ - -- - - A ■ �PLTH OF 9 ILE GLA � v v � I v _ _ ADDITIONAL TRAIL - - - — - - (18) ILE WIN BUFFER PLANTINGS \ (4) COR FLO \ I OLD LYNCHBURG ROAD n ■ n G DHp - / / \ \ (54) ECH PUR - - - - - - - - - - _ - - - - _ (7) JUN EAS- x ■_ x �V off �� / v _ I 30' TRAM - - — — - — — — FRANKW.CKIII --OHT_ _ _ / \ (7) CEL MAG z ■ z w. ' - - - ' O - _ , / BUFFER 3 CER CAN / No. 91 - OHP _y OHP > _ - - _ OH j— - - - - - _ T - i - __ - - - --�- - C -m� _ - - - - OHS - - - oHP _ - - _ -- �)-----' C3 3/17/2022 -- \ I f 3 _474' 5 •- ° 76•TP ° ._ s - o UGIP _ i♦- CApE AjiG� I TP _ - - o ° - - - • - • 00 _ \- C7` - - -/ - 4 UGT/ - — GP / / (3) COR FLO. _ ' • / I �o (3) JUN EAS I 1 / / -s. - _ o • • • �81 dg9 89■ N c Q D IURF'eE LL woLM / PHASE 9-11 BLOCK \ v qb 1 T Y l w v O### PLANTINGS \ \ aa¢ ■ o m u) vI to v (1) QUE COC I o o N oc)1 �ptb� \ V v Voo. I A k� ° / I 1 U� z z z �r�i W PARKING LOT 1� v l �v A ■ 3 0 x V) E ' A\� I \ v A I V ■ W 000 / TURF 0 \ 1 I I�\ \ � I \ \ o< /' --- / vv v v ■ Lnx z UUU STREET TREES ■ F ¢' u 0. th w 000 a 0 r \-___�_� l \ w ■ I / / / / - / /\ a o I \ ■ o w I TURF / / / / / .ds9 \ / ■ ui ■ / / ■ 0 / / e o v V ■ M // I (2) PLA OCC (3) BET CIM \ \ ��, ■ / ■ / BMP PLANTINGS (474 sf) % / / ti / ■ N / I O / �h� x ■ � 0 0 0 -- /' ■ z / / / / / / / ■ F ; `° / / ■ a v ■ ` ■ / ' / / FFE 0- 1.60' l ' i / k I ■ DATE 1: FFE 92.50' rr \ / / ■ r - ■ v / ■ n „ �/ x ■ 0511412021 ---- O O �^ \ ■ o / I ■ DRAWN BY d16' / TURF ' -O QUE COC ■ / ■ / // y, M. RACHNER ( �\� i / / / k / ■ DESIGNED BY z i / l / / ' / / \ '8`9 � ' / • M. RACHNER ' PROPOSED BUILDING / / /' // — i j l ■ CHECKED eY p11, FFE: 493.00' ■ a \ . ■ ■ / / / / ' I x ■ F. HANCOCK _ I SCALE LOT 1 PROPOSED BUILDING n 120 I 441 AN , a7s y� / ]V SAN e ep - / / � co T / 3„1N S Ni � (1) PLA OCC W 8„W 80_. I 8", l l l �'W I I � � l �. i/ � CL N v v v I I I 81WV I / 8W as, �q� v-----_ �� 6„w L ' //' // / � /v O \ V •I I• / A I I I I \ �/ - �/ / / / / - U W - °00000°° 4I - 482 v / // / // / / / k / \ A ■ 483 z ■ ' V / / / (1) QUE COC (15) ITE SPR' ---- ----- ---- ---- _ qg4 - 18"24"BRICK / SEAT WALLS Z ■ r �' / - - (1' 3 8 " WIDE) / / ■ - - - o _4 TURF / / / / ■ -- I - -4g5 - � - -------------- ----- / / / / / / °\ / 4 ILE WIN v r I 485 - - - - / / O TURF ■ W 489 - - - > 4/ / \ U - _ ■ \ - - \\ - - - - — - - , °° - - / \ ( a \ - Ay1 - - - - - / / _ / (7) LIR BIG - ■ m w - - (7) LIR BIG \ (7) LIR BIG _ a - RECREATIONAL \ ■ LL Q Z //(9) ILE (7) LIR BIG /Y AMENITY SPACE ■ L J SAN /(32) ARO LSC \ / \ ° r, o o \ — / �(9) A38) ME GRA / TURF ��a (1) MAG ALE ■ _I 21 ARO LSC �q92 d°' ( ) \(50) LIR BIG ■ Q O A — v 9ti SAO) ULM ALL /I � 493 \ ■ U TURF V / �� / I ■ 0 W V / V �Vv A v Q Sn AL'I ' --?- W- \ \ / / / / R nm w mm��l6- Q� L7C SAN O W W ti ---- _ - ■ W v N1 v _�`� _ / - v \ TURF - - H O R _ _ - -�� - -- -- - V -- -493- _ _ I — - — L — — — — — — — — — / / / \ _ — _ _ =---------- _ ■ JOB N0. / / \ i / / y �L — — — — — 63 _ - - - - ■ 47118 SCALE 1"=20' SHEET NO 4s I l I - _ . I �/ \ / \\ / i 1\ / I \ ■ PLANT KEY TREES BOTANICAL NAME BET CIM BETULA NIGRA'CULLY IMPROVED' TM CEL MAG CELTIS OCCIDENTALIS'MAGNIFICA' PLA OCC PLATANUS OCCIDENTALIS QUE BIC QUERCUS BICOLOR QUE COC QUERCUS COCCINEA ULM ALL ULMUS PARVIFOLIA 'ALLEE'TM EVERGREEN TREES BOTANICAL NAME ILE AME ILEX OPACA JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME AME GRA AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' CER CAN CERCIS CANADENSIS COR FLO CORNUS FLORIDA MAG ALE MAGNOLIA X SOULANGEANA'ALEXANDRINA' SHRUBS BOTANICAL NAME FOT GAR FOTHERGILLA GARDENII ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA'SPRICH' TM VIB MUF VIBURNUM DENTATUM 'BLUE MUFFIN' GROUND COVERS BOTANICAL NAME ARO LSC ARONIA MELANOCARPA'UCONNAM165' TM ECH PUR ECHINACEA PURPUREA HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' a z c d 0 3 a D a0 o 0 �z 20 0� c T E O a c m m a0 0 c XB 0 3 ti z„ 0 � a �8 62 6 e§ o_ dm 2 Y m X c 0.0 016 .E J 12 E� 8� o � a c Ma 10 a 0 w c 2 �N m� ° o c 1 m nE E F_ L F- S:\103k1711&Southwood_PHA_11-12\DWG\Sheet\CD\L1.0-OVERALL LANDSCAPE PLAN.dwg I Plotted on 3/16/2022 1:57 PM I by Miles Rachner L'L Q��v vvvvv 1 1 1 I NIIH0iVV4 / ■■■■■■'■■■ ■lli■ ON ■■■■■■■■■ ■ir■-■wa I ■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■EVEN\■ O■■■■;■■■i■■ Z11 �NIIHOiVVI X / O� ��- - --- c p A vv 'A T / IN / �. Z� o O �� „r Z c / I °' / y IT"'Q Z I o gg o / , 0 O _ / ro Linm I D ;U I m 65 7 I I I ti(b IT 0 00 Ir' z I v16v- CID l Il00I / W-a I m y i I Du A i v' `O co o I I �Cz. ' 02 I n / Clb I O / \ W / I Pt C CA W m rm / / n psi �o v A\v II og 1, I mD 0 66br,P) / V�� 0 0 --1 / n I I ,POO� Ti -— _ —_---- / - I l I I I I I I I I I I -———— — — — — —_ / ` I / 6q _---- _ ---- - --- -- ----- -- - -=C:�i/ 47 v I I I I I II 6 ybV 495 496 — __------- -------------- -- _ _ — i//r --- `I I Ill P — _497 �� '�/ 500--501--------------- w/ v v / — _ _502--503---4 --- — — — — — — / l� o '� ma, n`�_' a`9w vIs � 1 — _ — — — — 5 - — — — — , � / � m' I A �� I o O / / \ 00 I 0�� ' 1 0 mC:-<m \ �! V I I I I Z��I zm°�\ y\ \ 9 o I I III I I I I I ll / _ \ ` v \ \ I rn �00 i / p I ) / rrzn-u� I — dHa-t WSW 0 A V IV , dHO��__� IIIII I,II I I I I i / m v� o --dHo -- _ / f�vvvvvv�vvv y' ' _ v z - III m 1 vA 0vv / %/ vv` v v v A I I l I �VA�� l I I ,I l ,II /11l � 11lvv1vvvvI, III 1` `11v` v� v�vI �-��<' = v, I / ll l,ll,lll/III ll vv vvvv I III vvv/ vvv ` v ��I vv k �� I lll'l /l„l�lll/'vvv Vvv111 VI II IIIIIIAV� \\ `\\\ I\ ll I l �;'�� v A I ------- IIIIII �� " �"�`;� 'I ' IIIIII l'I IIII /IIIII , I,IIIIIIIIII I v `, v v vA� v��Av-' '�, vV //M V A V A / , ' / / I I I I 1 III I I I I ' 1 I I�y►� 1�`I I I + I 1 \ \ \ \ \ \ \ �^• \ \ � I "__ "_ _ _ \\ \ \ \ \ I I ,9 .y;.ya-►■lls��'Il— \ I / TIMMONS GROUP. 0 03 W 0> X m = c D 00 W 0 00 z n O G:� m -n m M A F m z F m r- D M 0 0 A 0 X C cn K 0 D m 0 X T O 0 X 0 Z D m 0* A D T O ITI _� z 0 1 z m (n m 3 m m A A m Z m cn 3 D F m 0 O n �CTI W n O n r-� m M z M r 2 m D W G F= F= M M $ 0 0 D to r 00 C O O v 0 M W A 0 A 0 W m m m 0 0 D O m K 0 C m 0 r C C m m 0 0 D X X= 0 m V z X m m r� O m= z;IJ< D c D Z (� r D D C A A y� C D Z z G 0 m z Z z O z z m D D z m O C D rn cn n n z cn D 0 0 � � X n r cn z (� A 0 C :O WA D= n � cCn ai ai z c mD m � Z � y r' cn D cn D y c z D D D p A D 5 D Tt O m D D Z 0 O n < v m DrjiD D 0 m D z 0 m Z m z O C m m n c y v D 0 A D m A z D z m c A m z co D z D D cn W D D x Z m D 05 v c Z n m cn y m D 0 A 0 m 0 O Z r -n -n D 3 c D z c � N o z D W r r D Z m THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com n 44 S O U T H W O O D PHA BLOCKS 11 & 12 = 3 0 3 0 DATE REVISION DESCRIPTION 8 /20/2021 COUNTY COMMENTS #1 — _ 0) _ 12/17/2021 COUNTY COMMENTS #2 m N o 1.4 0 o COUNTY OF ALBEMARLE, VA Ij D do m 2 0 C 2 0 A y o 03/17/2022 COUNTY COMMENTS #2 CO A A DETAIL LANDSCAPE PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. N s T County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storaae: 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Wallis: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. v w< d 8/16/21 CONTRACT PURCHASER SIGNATURE PLAN VIEW: T HEIGHT VARIES WITH PLANTS 12" MIN. (DATE) 5/1/06 Page 1 of 1 EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP Y3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE. OF PIT SHRUB PLANTING NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND IC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL _ 3 X ROOTBALL DIAMETER EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL BET CIM 6 BETULA NIGRA'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 8' HT. B&B 430SF 2,579SF CEL MAG 7 CELTIS OCCIDENTALIS'MAGNIFICA' MAGNIFICA COMMON HACKBERRY 2" CAL. B&B 611SF 4,277SF PLA OCC 10 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2" CAL. B&B 1307SF 13,067SF QUE BIC 4 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B 319SF 1,276SF QUE COC 3 QUERCUS COCCINEA SCARLET OAK 2.5" CAL. B&B 394SF 1,182SF ULM ALL 9 ULMUS PARVIFOLIA'ALLEE' TM ALLEE LACEBARK ELM 2.5" CAL. B&B 394SF 3,545SF =25,927SF EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL ILE AME 6 ILEX OPACA AMERICAN HOLLY 1.5" CAL. B&B 56SF 336SF JUN EAS 10 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. B&B 32SF 320SF =656SF FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL AME GRA 9 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 6'-7' HT. B&B 130SF 1,170SF CER CAN 3 CERCIS CANADENSIS EASTERN REDBUD 6'-7' HT. B&B 124SF 372SF COR FLO 7 CORNUS FLORIDA FLOWERING DOGWOOD 7'-8' HT. B&B 124SF 868SF MAG ALE 1 MAGNOLIA X SOULANGEANA'ALEXANDRINA' SAUCER MAGNOLIA 6%7' HT. B&B 145SF 145SF =2,555SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT FOT GAR 14 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24" HT./SPRD. 3 GAL ILE GLA 34 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 31 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ITE SPR 15 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY SWEETSPIRE 24" HT./SPRD. CONTAINER VIB MUF 38 VIBURNUM DENTATUM'BLUE MUFFIN' BLUE MUFFIN ARROWWOOD VIBURNUM 36" HT. 15 GAL. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ARO LSC 53 ARONIA MELANOCARPA'UCONNAM165' TM LOW SCAPE MOUND BLACK CHOKEBERRY 1 GAL. CONTAINER ECH PUR 54 ECHINACEA PURPUREA CONEFLOWER 1 GAL. CONTAINER HYP CAL 32 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER LIR BIG 78 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 1 GAL. CONTAINER *NOTE: THE BETULA NIGRA IS TO BE SOURCED AS A MULTI -TRUNK TREE. 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6"SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT STREET TREE REQUIREMENTS *per Sec. 32.7.9.5 of the Albemarle County Code. =29,138SF STREET FRONTAGE REQUIREMENTS CALCULATIONS REQUIRED PROVIDED EAST 431 LF 1 LARGE SHADE TREE PER 50 LF (431=50) = 8.62 9 LARGE SHADE 9 LARGE SHADE STREET OF FRONTAGE TREES TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS *per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% OF GROSS PARKING 50,693 SF 50,693x .05 = 2,534.65 SF 2,535 SF 2,768 SF AREA INTERIOR PARKING LOT TREE REQUIREMENTS *per Sec. 32.7.9.6 of the Albemarle County Code. PARKING LOT REQUIREMENT PARKING SPACES CALCULATIONS REQUIRED PROVIDED 1LARGESHADE 6LARGESHADE 6LARGE SHADE PARKING LOT 1 TREES PER 10 54 PARKING SPACES 54/10 = 5.4 PARKING SPACES TREES TREES 1 LARGE SHADE PARKING LOT 2 TREES PER 10 110 PARKING SPACES 110/10 = 11 11 LARGE SHADE 11 LARGE SHADE PARKING SPACES TREES TREES TREE CANOPY REQUIREMENTS *per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 15%OF THE LOT AREA IS TO BE COVERED BY TREE 175,949 SF 175,949 x .15 = 26,392.35 SF 26,393 SF 29,138 SF CANOPY BMP PLANT NOTES Plant one tree per 250 square feet (15 Establish plant materials as specified in the feet on -center, minimum 1 inch landscaping plan and the recommended caliper). plant list. GENERAL NOTES Shrubs a minimum of 30 inches high In general, plant spacing must be sufficient planted a minimum of 10 feet on- to ensure the plant material achieves 80% PRE -CONSTRUCTION Plant Materials center. cover in the proposed planting areas within • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT Plant ground cover plugs at 12 to 18 a 3-year period. If seed mixes are used, they should be from 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE inches on -center; Plant container- a qualified supplier, should be appropriate LOCATED AMINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. grown plants at 18 to 24 inches n- for stormwater basin applications, and NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. center, depending the initial plant should consist of native species (unless the • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO it size and how large it will grow . seeding is to establish maintained turf). BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BMP PLANT SCHEDULE BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND PLANTINGS 1,355 SF INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND - BMP MPItea virANTI 'Sprich' REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY - Cornus serica 'Kelseyi' STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT - Fothergg'Ila gardenii 'Mount Airy' PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, - Ilex glabra 'Compacta' TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. - Ilex verticillatta 'Red Sprite' • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS - Juncus effusus AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION INSPECTIONS/GUARANTEE • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE THE DESIGNATION OF BOTANICAL AND COMMON NAME. FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY INTERFERE WITH SIGHT DISTANCES. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE CONTRACTOR. BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR WHICH AFFECTS THE GUARANTEE. COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT FRANK W.III K ~ `�140. 91 3/17/2022 m E O O U N � N Q O > E w a E � w v 3 Q LL o 3 p LL — wO `mom J U 00 J — if; d O In 0Lu N V w v 0 3'x LL 0< �v U N =>� F a c ui o m N � M 00 J O W u Z - N N 0 U * # a 0r www N nJ 2: 2: 2: 0 000 Z U U U 0 ul Z Z Z D Z1 Z) w 000 U U U F N N o n 0 N !~ DATE 0511412021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A v , J � a UQw O>o J w 06 < LU I.LI QLL a O Z O LLI a a Q O U W O O Z g `2 1 �O V/ JOB NO. 47118 SHEET NO. L2.0 L OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.