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Home My WebLink AboutSUB202100079 Plan - Revision 2022-03-15SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: ZONING: REFER TO ZMA 2018-003 ryan D. Cichoc]fl U Le. No. 53741 0 SOUTHWOOD PHA BLOCKS 11 & 12 IONALG 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. ROAD PLAN (SUB2021-00079) 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 04/13/2021 C�fr1, Cr o�6 CIO, Oak Hill Qr Sd, 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 (ROAD) 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 C4.2 ROAD PLAN & PROFILE C4.6 EASEMENT PLAN C4.7 EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C6.3 STORMWATER CALCULATIONS 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 11.0 OVERALL LANDSCAPE PLAN TOTAL = 29 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 ':a -1 rSM N z 0 f f AM Z N N [) * # # F- H H cl� w w w Ln 2: 2: 2: w 2: 2: 2:0 000 0 err V) ZZZ 0 0 0 W 000 � U U U Q IN ^ N p 0 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N/A V/ U a 0 > .-. J LL 0 a L w 0 m Q Q o �0 W Z �U O QU 0 0 T� 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 6FOUR 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. SH f� an D. Cichac)a Z U Lic. No. 53741 31g1LZ O+y vt IONAL �O 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 z r-j 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 PARKING SPACE 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)*(16UNITS) 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. ryan D. Cichocki Lie. No. 53741 3/q In *110 Z O f Z N N o �44, mmm a F- F- F- U w w w Ln 2: 2: E w 2: 2: E z 000 o �7� LU 0 0 0 w 000 C)� U U U U U 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 D ,0 V / w m J Q LL }O z O U LL1 J a Z CLL1 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). �y an D. Cichocla lic. No. 53741 3�q�LZ ft0 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 -Li oN to N V (� W wIr 30'x a LL 0a =� U-) =v>M F ¢ . c C' Ym 00 � M a� C� 0 Z ,-I N N 0 U # # E U W W W N ui 0 000 Z U U U 0 r U) Z Z Z w 000 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 Cn 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 (REfROREFLECTIM 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% D ` ° 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 PwLIY $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 l'V VGKGU 67 I-'KIVHI G & CNILKUGIVV T HV VCJJ LHJCIVI CIV I J 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. �y an D. Cichoci i UC. No. 53741 3�q�LZ due 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 i520 W J —N d > 00 N (1 N 0 W w Ir 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 0 20 20 o2 Aw a a0 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 6 a = �a 10 a o 2 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 NOTE, MIN. 60' DIAMETER MANHOLE F Ld STREET SURFACE OR REQUIRED. z NON —PAVED AREA E o M i i4 E wN ® u eg 5 M.H. STEP (TYPJ a DROP MANHOLE PVC CROSS {''� e SLOPED AREA '-A O% tL oo �� uo 2' USE APPROVED FLEXIBLE RUBBER CT ; 1'—O" MAX u Vp. E E v I,{ aE a B00T. PSI CONC. BASE a I e o NCH SLOPED TO FLOW a� \ 8 q 4' _ GASKETED , STOP COUPLING ANNEL 1/4" 1' MIN ' ?t4L RUBBER COATED STEEL E p, ' 3'-0" MIN a E <x —O E so EL o — 27• I p STEPS CAST IN PLACE N yxy �, E , A di W y;. DROP PIPE 'e .e PIPE STRAPS .-� �' (STAINLESS STEEL);, y _ \ PRECAST REINFORCED •A ACED EVERY — ' ,� ,0a2PVER7ICALLY CONCRETE SECTIONS 12 MIN "0" X_ W * O C ,�:js 4 4 .�., i \ BRANCHTil U RING SEALS 16" MAX E �z a co C 90' RESTRAINED 13END ::a; 12 I I "~— —► MINIMUM ELEVATION o ^ I SEWER 2 �4 DIFFERENCE ACROSS M.H. 5" 4'-0" 5: E E • PIPEUENT 7 FROM INLET TO OUTLET n o SHALL BE 0.20 FEET. a �Mrc " .. < MAIN 4 1f 2 CONCRETE u :MPIPEFILLETS F�J_E , an' a a s e. SEWER DEPTH OF FLOWVARIES CHANNEL TO BE�om0 PLAN 3/4 DIAMETER OF , CONTRIBUTINGir --="-- — PROFILE SEWER. ' a .: 12" O MIN. 6' BEDDING WITH NO, 66 STONE NOTE: ,, 6 A FILLETED INVERT OR A SMOOTH F 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 o—o,_., o� F THE DROP FITTING WITH STANDARD GASKETJOINT. H CONNECTION BOOT 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE E, E E s E o NE a E 5 E e E o w 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF M INSTALLED 0 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 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 f (25mm1�/ �A I (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 7/1CIA [722mm] 36" DIA [914mm] FRAME SECTION 7' [178mm] 5/8" [16mm] 0 25" 13/16" [20mm] 3 1/8" 1/2" [79mm] 0 13/16"3mm] 2 1/8' 3 7mm] [579mm] [97mm] [54fTT ; i 3/8" [0 25' 0 11/16' [35mm] 9/16" O.D. OF GKT GROOVE r17mm1 r 1 1/2" [38mm] [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 WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT MANHOLE FRAME & COVER N.T.S FIG S-I-E GRADE 4 x 4 METAL POST UNLESS )TED POST ELEVATION 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 (SHORT) PART# 001935S5 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 �y ryan D. Cichocki Lie. No. 53741 3�q �22 y�ue 0 w c� Z N N 0 # # 44, a- I-HH U W W W u') E w 2: E O 0 O 0 Z U U U 0 » > > LU 0 0 0 U U U Q IN ^ N DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. C6 1� \) i UQU) O>J J � q Q Q w Lu m C) Q LL 06 O CT) 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 FORTHRUST 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 .'., •'1 . TEE .e 2500 P.S.I. CONCRETE BASE AND THRUST J1;�• 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 OX 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 f 38� a .° e 18 MIN. • MM. 1 wNNUT LOONG ASSMBLYit 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 A IS I C D E F 8" 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" 17 1/4' /0" 2'-9 3'-9 2'-6' 2'-0 3'-0 2" 1Y ]'-0 4'-]' 3'-0' 2'-3" Y-6' 2" is" 3'-6" 5'-6' 3'-3" S-0" V-6" 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-3" 5' T-0 ?- 3'-9 2' 12" 3'-9" 11 Y-6" 4'-3 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'-6 5'-8 2 1/P" Is' 8'- 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 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 1.66 218 289 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 an D. Cichocla Z Lic. No. 53741 3��I�LZ tv due M E O O rn u N � N C > E a E W Q UM o 3 p LL W 0 ^y m a LIM LM d J U GO Z .-I N N w -N 0 u## a(A OL HHH Mr U W W W 3 0 Ln x U) 2: 2: E � LL W a �s �ry 0 000 (J (J V Z _ > O QLn c U) Z Z Z M D 7 Z) LU 000 W J o W F- p W ,•,I N '•I N N N w W O O N O N U 0 ry H r1 Z W N M 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 ELI ��(( O< Q KJ EL 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 c C7 3 ti z„ o� � a I- bt OL... 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 o.E E L F- \103\47118-Southwood_PHA_11-12\DWG\Sheet\CD\C1.0-NOTES & DETAILS.dwg I Plotted on 3/10/2022 10:53 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 N Ug m = N = a 812012021 COUNTY COMMENTS #1 12 17 2021 COUNTY COMMENTS #2 m p A m C o A C m o n W K b C • 0000 THIS DRAWING PREPARED AT THE • • CHARLOTTESVILLE OFFICE O 3 • • YOUR VISION ACHIEVED THROUGH OURS. 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903TIMMONS ROUP 0 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com w 0 1 a 9 � c p� mm yDATE REVISION DESCRIPTION Gr o m 8/20/2021 COUNTY COMMENTS #10 SOUTHWOOD PHA BLOCKS 11 & 12 ?N Q A w D O 12/17/2021 COUNTY COMMENTS #2 COUNTY OF ALBEMARLE, VA m p o o z N m 03/11/2022 COUNTY COMMENTS #2 �R CO FIRE FLOW DATA A A MINI 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: ••• 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 ••• AVERAGE DAILY DEMAND = 4.13 GPM AT J-11 as BLOCK 4: ••• RESIDENTIAL UNITS = 10 •e• AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 •• 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 • 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 •• BLOCKS 9-11: • 00MIDAPARTMENTS FLOW FACTOR = 00270 GPO / UNIT •••• TOTAL DEMAND = 18,630 GPD •..• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 12.94 GPM ..• TOWNHOMES = 32 UNITS •000 FLOW FACTOR ce 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD 0000 DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 6.00 GPM ••• STUDIO APARTMENTS = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND ee 8,640 GPD ...• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 6.00 GPM ••• BREEZEWAY UNITS = 116 UNITS •••• FLOW FACTOR = 270 GPD / UNIT ..•• TOTAL DEMAND = 31,320 GPD •••• DURATION = 24 HOURS .••• AVERAGE DAILY DEMAND = 21.75 GPM AVERAGE Y DEMANDS FOR MIDRISE APARTMENTS, ••••e 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 •••• TOTAL DEMAND = 4,050 GPD •.•. DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 2.81 GPM AT J-2 ••• TWO BEDROOM RESIDENTIAL UNITS = 65 ... FLOW FLOW FACTOR = 270 GPD I UNIT ... TOTAL 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 •••e 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 •000 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 Inlertsaction of Old Lynchburg Road and Hickory Street 0 HYDRANT FLAW TEST Test Data W19/2019 Test Time. 10 00 a.m- 60 - Marc Pressure-62 PSI 4 '"R+ +r.. Rink) al Pressure. 59 PSI ass Observed now: 1313 GPM set •a Note; Flow test resuns were provwetl 50 by Albemarle County Service Authority. +� as 40 = Na Y alic \ \ 30 Fz Observed Flow -protected Flow 20 DISCLAIMER: The flow test results are based upon information gathered at the time the test was performed The 10 b'Ity of the water system due to changes -n usage, demand and opnarng condition, preludes guarantee that espectatlons regarding available pressures and flows will be eaacling. Projected Row beyond the observed flow is only an estimation, D - 0 LOGO 2000 vill0 6,000 ttzallsPlq - Legend -` ...Indian Ndln.irvi-ACBPOxMd N°Imse,vruvmwo.,w,.m 1 / 4�' � mssrvu v„v.a ownxsne - Stntic Residual Hytlrant - / AcsA rn• Liss wnx.am M*vPs 2031 203--Pa... wxs. n a-. � ) l//11I�'i NT ' I - _ F m m iWw Hydrant � � /c9giL/ \ 203 CT - pee= 0 - o p •S d t _ AmT 11- AlIlilmode Cwy YNi.anann Cmwry'mxmaa,snm Ym .eu+6 M vs ,nu ' Service Auth6rity PW1rrn.am,wvmmne,rywms,ua•.vµvnyyry. p,ns'u'+rs�� farmw.Y uuen. ] axVpaM.JMO ✓cm`�.., aae bra.1 claoa `� �� .oFw ew..a o'°ma re�.rvd acenausNxdmm. 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♦ 12/ZO(2019 1 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 Pro p Ir C0® eq n4 ® fin® F[I® I p 8a 9 Pipe Size (inches) 12- ®� zi° e a w..4e _. n a c - nso Pressure Hydrant 12032', ,r c °e.° c U.n ll aA o eoo�a - ®® . m . e� Static Prs(Pit 62 eae sga esure a d ...i „- a e n®e` 7 x. fir® ®'i t4u -. `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 - ; Yp° D Flow Hydrant el 12030 Pitot Pressure 91(psi) 62 Yellow) V Test Flow 1313 e - W How Hydrant a2 Pilot Pressure e2(psi) Yellow j Test Flow 0 Q a,, Flow Hydrant a3 Pitot Pressure e3(psi) Yellow Test Flow D _.gyp®6 TOW l Estimated Flow (gpm) 1313 d n mRMJnr . oa, AWWA Q20 Calculation (gpm) '® p isH 'ro eDgia m m " e� �" - Comments e e 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®:ewe.wmd In,u,e ln, wale, d mFa a,cn a a� Signature of Tester - ��; '-. e o m o� °ei ° °.• m-.CL%g v tl� e@ �9L-,� � 3 W P v R B y �iB a6c �Rc ' -`}, m-Bo. °'�®a' "this`= •n`uo A' ®e Q®a �mn m0@a °g ®N In"rA a ®c4,v�yse �adrya eAN Cs .v map em �� a o pd v®5 �L...'I and w°gyp omW rtntlne° - piss a ° a tk m w R�' .xo n a .,s°e o _ ee d a OF BRUCE 1. STRICWR JR �e lac. No. 056612 � 121102021-4 N ce O x l7 Of Of _ a w_ U a z O 0 0 Z _IL Di 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 ra LUan 3 ' Lf� in 1 n U) N z }$ LU ¢ J 8 > Q LUzA J < so< t O m U JLLI IH m J o LUa 0 LL Q 3 o LU Z g� 00 ism 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 m N { N mo \J / so x m p9 C m a an 9 108 NO. x o m u 40919 N SHEET NO. do o C9.1 d H- ryan D. Cichodd Lie. No. 53741 3�q �22 y9ae CL O cc t7 N z 0 f f Z N N 0 # # 44, ~a F- H H U W W W U) W 0 000 o �'7 LU 0 0 0 000 O3 UUU l y 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 3=1 MIN on ON NOR : �l�� `®;� �� i` �� I�I® m m rim �� ■■ C III:_ ■■ CI �I ■■ L� ■■ 'Mel■■ �I �: -I ■ ,1 I, civil u�ll ■�m� m ^ '40,i r1 r1— ELEVA"OT�FRONT FACING HICKORY W STREET) ROOF BEARING -I _ _ _ _ _ HGT BLOCK 11 524' _ 6n — — — — — — — — — — —I I [4�1_ � �— A3 B2 A3 Bl - - Cl CI Ci j\I OUIRTH FLOOR t w LEBLOCK 11 — — fil - 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 U _ U "'-" 3 A3 nz FIRST FLOORT 1- --- , I BLOCK 11 481' - 7 114" (; 2 BLOCK 11 - SOUTH 0-11 tom" a t'-a" 27' - 83/4" 39 - 8 1 /4' (3)BLOCK 1 1 -EAST 1 - EAST 0-11 ��„ = T' a., s ■■ WOIWWWI ■ ■1■ ■r01■ ■_:: a:n: �_■■ ■■ 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. -1 _FROOF BEARING _ HGT BLOCK 11 524' - 6" R C H I T E C T S 112 34.9 1.71 ne cbarl"Bmville virginia 22902 434.971.7160 brw-arcbileds.com PHA @ Southwood FLOOR _OCK 11 SW -6' Southwood Apartments FI Hickory Street ICharlottesville, VA 22902 FLOOR __. 4FOR 92'.16�1 W WATER CONNECTION Piedmont Housing W'-e" Alliance __a5% PERMIT PRICING .. I. El - El . �� - O10 Z1011-- - LIVING ROOM �.-, r, BE0R0 - JOB NUMBER 19048 �" El El 0 48 DATE 10/14/21 __________ate 48 _DRAWN BY WM,KH,MH,GH ELEVATION GENERAL NOTES: �II=III=11 = l =1II�l APPROVED BY wM,KK 1 0 1—] 1! r�'1 9 1 9 1-1 9 1. ALL BRICK WALLS AT ROOF TO HAVE ROWLOCK BRIC K 3. IF SIDE ELEVATIONS OF BAYS ARE NOT SHOWN, ASSUM E 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 3-410" 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' - l' 20' - 8" 3 3 -- B2 B2 w - � B2 � — E A3 NA- i 'J�OOF BEARING HGT BLOCK 11 524' - 6" FOURTH FLOOR BLOCK 11 /1 515' - 4 3/4" THIRD FLOOR —BLOCK 11 Il —1 SECOND FLOOR BLOCK 11 492' _ 6e FIRST FLOOR BLOCK 11 t1 481' - 7 1 /4" \-W 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 an D. Cichoci i Z Lie. No. 53741 due M E O � O N � N C > E v E w � wo .Wv. Q LL �O 3 p LL O Lu L MW a J V Z 1-i N N 1 -mi sn 0 U O_LUNN a HHH Z- Of i r U W W W 3OI'nx N �� dr W 2: 2: 2: V_ S p 000 U U U Ln ry z _ > O al In z z z A w 000 U I I a� 00 w N N N W O O O w N N U p ry ti Z OD 1N.i M 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 ; O LLI O LLI W O JOB NO. 47118 SHEET NO. C1.6 c 5 Oi z c L 1 o-, 22'-0" 1V-4' 24'-0" 2,j 3 B2 3 i 3 w I'11°jwl'11:!111 I. - n 2 b _ _t 711 ll 82 1 -' 2 2 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 t4l —� _ FROOF BEARING HGT BLOCK 12 c I 525' - 0 1/8" THIRD FLOOR — - - - - 1. 2 9-', 516 - 10 3/4�) 2 hour FIRE WALL: 608 sf B2 �� 114sFopenings FABRIC CANOPY --, 7,1-1 19% OP area i5 opening SECOND FLOOR M — — — — — — _ BLOCK 12 Ili- I 505' - 0 B1 I" DEEP RECESS FIRST FLOOR BLOCK 12 n 493'-0" 9'-9' S-41 8,_8, 5-4, 3-9' 5._If, 3'-T 6_4„ 3_0., 8' 8._018 2. 8" 2'- 8" 2'- 8" BLOCK 12 - A - EAST 1B" = 1'-(r I1•_4•• 22'_0" 10'-0" w1 w w F _ - PROOF BEARING. HGT BLOCK 12 525' - 0 118° 2 �. ii 62. 'C-.j w w THIRD FLOOR 171 li`BLOCK 12 515' - 10 3/4" 2 - 2 SECOND FLOOR _ _ BLOCK 12 a 505r Q0" Z2.1 jjIIII r ° r % FABRIC CANOPY B2 2 - �2 { r - 2 �� Q ON METAL FRAME sue- zz'1 lL FIRST FLOOR 3 - _ _L BLOCK 12 493' i1" 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 71' - 0" b _ _ _ _ _ _ _ _ _ _ - PROOF BEARING NAG _ - - 525' - 0 1 /8" 3 w 2 B2. 5,-�,�,,. !",' ...:... „ 111!;1:11`p - THIRD FLOOR BLOCK 12 515' - 10 314" L — _ SECOND FLOOR --- - -- — - — — BLOCK 12 2 �32LJL 6 FIRST FLOOR BLOCK 12 493' - 0° 7'-8' 5' 4" 7'-Ir 6'-8" 5'-4" 5--8' 5-S' C-W 16'-0' 5-4" 5'-4 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 — — — — — — — — — — — — — — — — — — — — — — — — — - 01l8" 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" R C H I T E C T S 112 34.9 1.71 ne cbarloBmvill. virginia 22902 434.971.7160 brw-arcbileds.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 ryan D. Cichocki Lie. No. 53741 3�q �L2 �ww M E 0 a o N N N > E v E w Q LL o LL 2 W L M Q J U m Z ,-I N N w H — lri O # # #k O N F- F- - z0 H y M Z Z Z IIII w W o Q c t O 000 N 2 N U Z O = > ,n 0Ch In Z Z Z WM LLu 000 a� N J CD W 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. rT no N l�l N � Y O 0 ce U cD O>z Ji C0 0 D- Q W m cc 1 2 O Z Q O ; O w O W 0Z _ F5 D 0 \/ 3013 NO. 47118 SHEET NO. C1.7 0 c a N L 1 r s . n ,•, . s 1 °sy .............. .i - +k •', • low on 0- =----��. -. _-'�••• s1 ls'-ssAs's1=111s 1111 i1'ss]II sun Is 1s"ss ss'-ss 111111]1 lkn IJrIRQIGs6sksk1l_IG1 I ❑:1411,1Gnasl: mg 1 1 lily 1 n, • • - ------� ----� . - ... ......- _ _ • a— __—_ ---- — - -- — - — ummnnuunnnoi � _ nnllnnlTnodmm�ln� _ _ _ _ _ � �NIIIIIIIYPIIIIIIIIIPInlnlll�� uYnllnppillrlilsllillnl _- nlmunllllPNp�-��III8YI1111nnIYlp11 mminmlYWlll�,_�_�, iAnnillllWlln• Now IN-0, 0-1110 --_-- 1 1 _ _ ImI101011nNllllllllllll �� IIOIIImIIIII�III�1111P-��_1Of1111190111IIII�II f1111 -ram- I=-n ml�n�IlllulllBlunlNunl WE 1 B' 7 V BLOCK 12 - B - SC ill -IV 10'-8" 9 3' 4-101/4 5'-IV 3'-,r 5'-4' V - 1 31,C _-.____ _ _ ROOF BLOCK 1� 526" - 8 314" 11 ROOF BEARING HGT BLOCK 12 2 525' - 0118" THIRD FLOOR BLOCK 12 515'-10314"v FABRIC CANOPY ON METAL FRAME SECOND FLOOR -4— — 05' BLOCK 0 5- 0 I FIRST FLOOR BLOCK 12 493' - 0" u '3' 4 5' 4" 9' 4" 5' 4" 3' a" BLOCK 12 - B - NORTH if -4" 1- ALL BRICK WALLS 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 V-6" ROOF BEARING' HGT BLOCK 12, 77 525 - 01/8" THIRD FLOOR _ BLOCK 1 - 515'710314" ill SECOND FLOOR BLOCK 12 n _ _ 505, -- 0" I FIRST FLOOR BLOCK 12 493' - 0" V 22'-0" 10'-0" 12'-8" II,_4,. 22'-0" 22 385 W _ tY _. I W W N W �''j' 1. - _ N - �R2 r- 3 �:.! _ -- 2 3 3 R2. , If �I W W d �II IIIr_ I I w... JL.� __ l= -� 0 .- E u � E I T ' r . IT i E F! c_4y43'8_" 5-a3'-8— - - 4- - ,4- — 5 34-4 5'4' - "6'0a '30Sa3� 3 a o-a a8o-a4S 3 -47/ 91 86-8 -8a a— 5-4a'8 a5. 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 1�2 505 - 0" V FIRST FLOOR BLOCK 12 493' - 0- R C HI T E C T S 112 fourth 1 n" charl""r..ill. virginia 22902 434.971.7.7160 brw-arcbileds.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, MH, GH APPROVED BY WM, KK 2020 ® biwarchitects, p.c. 85% PERMIT REVISIONS AM =12 BUILDING ELEVATIONS - B SOUTHWOOD APARTMENTS BUILDING 3 SCALE: 1 "=10' BUILDING HEIGHT: 37.6-FT BLOCK 11-12 MAX. ALLOWABLE HEIGHT (WITHOUT STEPBACKS): 40-FT t ryan D. Cichocki Lie. No. 53741 3/447, Al y�ue M E 0 a o N � N > E � � w LL — �w0 `mom K W L M ¢ J U m Z ,-I N N w"J-I—vi O # ##k d O N a- I- F_ F_ z H y M K Z Z Z 3: O n X E LL Lu _ O 000 U U U ry U > Z O = ¢v In ZZZ o rn LLu 000 U U U (b J w N N N w LL 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 o0> OLLJ O cD Z D � O \/ IOB NO. 47118 SHEET NO. C1.8 s c N C L LEGEND STEEP SLOPES -MANAGED STEEP SLOPES - PRESERVED EXISTING INTERMEDIATE CONTOUR , ' - - 32_ IIEXISTING 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 _ - - _ - _ _ ' , ' - - - - / \ / , / / / / / / / / / , / / EXISTING FHA -- ——— —— ———— EXISTING SANITARY SEWER - o SANS'; - ''-_ ---- EXISTING WATERLINE---__ ` DAM INUNDATION BREAK ZONE FEMA EFFECTIVEZONEA FLOODPLAIN o o o o o o o o o o ' j L - - / / _- '____ _____ / - - - -- - - - -- ----100-YEAR FLOODPLAIN o 0 0 0 0 0 o FEMA100 ________ ------- —__________________-- ---- --__ 500-YEAR FLOODPLAIN o 0 0 0 0 0 o FEMA500 /�i \ I \ l / F STREAM BUFFER / \ \ I------\----------- -- ------------------E \ -I -- ------------------ EXISTING TREE DRIP LINE ---- EXISTING TREE 15' OAK / , / /' / / / / / // / - - -I I -- - -a - - - r ------ i - \ - F- ---� ----------- I----- --�- I 1 1------ ------ � I / _ I I I --------J------- ----1- - i - i - I \ 11 1 1 OLD LYNCHB RG ROAD-- / 1 I ---- - 1 - - ---- - - 1 \ \- - 1 i - T" 1 \ 1 STATE ROUTE 631 � \ \ \ \ ` \ j--- \ \ I \ --- i I I I E�C. ELEQTRIC gISTRIB,UTIOM_____ 1-- ---- \ \ � VARY G R/W�kVIDTF� 7 �- { - -- \ \------\----- LINE EASEMEAI R VIRGINIA \ \\ \ \ \ \ \ \ \ \ \ \ - -- - - - - \ \ ` - - - - - - -- \----- \- \ 1 1 pV \ \ \ \ \ \ I \ I \ \ \ \ y-_ --- \ _ _ , - \ \ \ _____ \-----\--------t-------� \ BLIC$ERVICECOMRANY \ \ � _ _ _ - ( \ \ \ (WID7\HNOTI4PECIPIED) \ \ \ \ \ } \ - -- \ \ \ \' - \------------� --� UNDERGROUND \ \ \ \ - -- �- \ \ - - FEWURYLINKLINE\/� \ ' � c _ y EX16TAD UTILI-FIES P / , / , I / / / , ' - - - - - - - / II/ // -�- _ TO BE RELOCATED G ` _ /� / - - — — — -__ — _ _— _ —_— - �ttp - - I-AJF6 �07;f2' UND�RGRCUND. CONT�f(CTGR / / / /' / ' / ' - - - / / / / / / / //'- - - TO COOS INATE WIrH EX. ELE fR/ STRIBUTION / GP / l - - - - - - - - - _ / / ' / Z/NE-/=AF S T OR r/IR�IN - - - i - IZ57. p3 ' / / / PUBL C R l /CO�GIP�iVY I OF ' ' ' ' I / l HP, O.H. ELEGtTRIC \ \ I 1 \ O\ _ ' ' ' - - .FWIDTCH �Cl, jIED) - - PARCEL 09000-00-00-001A Q 1 \ \ I \ - - / / DB. 247, 050 1 , TELE. & 7V INES / O \ \ \ / / / \ SOUTHWbOD CHAR�OTTESVILLF LLC 1 \ \ \ \ \ \ \ \ \ ' O NEIGHBORHOOD MODEL DISTRICT 1 \ \ \ \ 063 1 \ \ ` \ \ I \ Tp - TREES (OCATED OFF THE "LORK5' D�. 3375 PG / R \ \ \ \ \ \ \ , , PROJECT PROPERly NOT TO pplp i - — - I\ \ \ ` � \ I I \ � � � , ' / I / BE DISTURBED. INST LL TREE � ! _ _-------t--- / DRIVE ' R1�' R18' R�L.5' \ \ \ , \ \III , / / ^ / ) \ , ; ' / PROTECTION FENCING. OHP- / HP__7 ONP. - --I 20' TYP.- 01 EXISTING ELECTRICAL \ I O DISTRIBUTION LINE E�SEMENT T(i QW/ / I I / / /' / / /, // /// / / / I BE VAOATED. INSTRUMENT (DB 247, PG. 07) DOES NOT SPECIFY / / 1 // /, / EASEMENTWIDTH. UNITS SHOW� HEREPN ARE APPROXIMATE, TREES CLEARED WITH If SOU114WOOD BLOCKS 9//I1 \ I / (SDP202100066) 1 EX. k' (WIDE) COMMUNICAT19^/N9 / EA, EMENT FOR SOUTHER OI // I OF VIRGINIk, INC. & CLl �" l/I FORGE WAYNE TELAPHONE CO VB.. 93q H 1 I / \ _ / o \ \ PARCEL 07600-00b0-051A0 / / / y " EXISTING DITCHES TO E \ \ SOUTHWOOD CHARLOT�ESVILLE LLC // / // / /\ REMOVED AS SITE IS TOG E DIED - _ NEIGHBORHOOD MODEL DISTRICT SA \ / / l / l / \ i. _ DB. 4706 PG. 198 /, // // / , /, / WITH CONSTUCTION OF - — - y�WF�E T- 1 r- ,w ` - - / / // / / / / / \ PROPOSED BUILDINGS � ; • I I I I I I ' ' \ \ \ / ,/// /// / // / / / : / \ / / / /p/ \ \ ` \ � _ _ \ \ ' � _ \ III 11 1 11 \ � I I I � � / \ li ♦ / / ZJIf \ / �i �- - —_ _-_-_-_-_-_ _- _- _- _-_ / / / / \ \ � PROPERTY LINE TO BE 1 20' TY /',' g \ \ ` - - - - - - - - - PORTION-0FSTRIPfIV TO ��// /// / / [/ \ \ \ - REMOVED WHEN PROPERTIES J 49 - - - - - , - - - - - - — EM'0VE - - - ' I/ ARECONSOLIDATED. I \ \ ' - _ / / - - ` - / i� / \\'1 - - - - - - - -., . , / / / // / PORTION OF CURB TO' E DEMOLISHED R2 r / SAN / / \ - - - - - - - - - - - - �. H04,ZONJR -yEXISTING STRUCTURES --O-REMAINANDSE - - - - - - - - - PROTECTED DURING OI�y�TRUCTI6N---------- ------------ - - - - - - W w \ \ ---_ - ` ----- �1 ---___ — 4 _ _ - - - - _ _ PARCEL- 090A L-00-OOd DO \ y // / - - - - - - --S�OUTHWOOD CHARLOTTESVILLE LLB _ / -- __ _ / ' � ./ 7 / l � \ \ - _ R2 RESIDENTIAL / ------------___-- / //`\ ` I I\ \\ \ _---- --7 r- - - _ - �DB33zGSP6-06� IF 488E-8-, r 26" \s / rl SCALE 1"=30' ,� \ , I\ .,,_y/�_--ll\ \\ \\ \ I I r ___�'�� -,I--_---------�---7- BEE ' I '/ / l / /1 1 \ /l \ \\ / \` \�_ ` J-1t►_� , �J,/-- - --- /UGP/ r��---- / / `\ it J 0 30' 60' an D. Cichoci i Uc. No. 53741 3�q�LZ due M E 0 o N � N C > E w v E Lu ¢ LL 3 LL O w 0 m �_j U000 J —Li In d 0" N C7W NV W M Z F = X 0 n LL ti = N ¢ =v>m F o Y � N 00 � M am O ce t9 [no z 0 a U N w 0 z 0 N W of N N HH w w }0}0 00 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1"=30' 06 Z ,-I a J (`'�n� Z i 0 U J 0> 2 C 0 w 06 ' m ¢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 E O a m a u 0 c X3o (D Z 0 m 0 � a F d `o2 5 Q o. d m 2 Y X c 0.0 016 A0 c Eo 06 0 a c �a 10 a 0 w c m 2 m 0 nE E F_ L F- :\103\47118-Southwood_PHA_11-12\DWG\Sheet\CD\C2.1-OVERALL PLAN.dwg I Plotted on 3/10/2022 10:55 AM I by Matt Denhard 0m0p ° \ o _ �. 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CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com a„ 0 1 a 9 � c Ao DATE REVISION DESCRIPTION m ° 8/20/2021 COUNTY COMMENTS #1SOUTHWOOD PHA BLOCKS 11 & 12 m o ` o , Gr Iv z COUNTY OF ALBEMARLE VA a n m Om 12/17/2021 COUNTY COMMENTS #2 z° Ira ° m p o M o M N m 03/11/2022 COUNTY COMMENTS #2 $ CO OVERALL PLAN 01 A A bINI 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. 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CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com C-, m N -I N z o ~` z p CO , S O U T H W O O D PHA - BLOCKS 11 & 12 COUNTY OF ALBEMARLE VA F In i > O m CD rM ` m = m O m 2 A Ln O z mo A { 70 O rn Z A o a tv y o DATE REVISION DESCRIPTION 8/20/2021 COUNTY COMMENTS #1 12/17/2021 COUNTY COMMENTS #2 03/11/2022 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 ~ �q------------------------------- ------------------ - - NEIGHBORHOOD CENTER SPECIAL 0 AREA. - - ___________________--------- -- - - - f I II ... CONCRETE SIDEWALK ------------------- - ------ -- SEE SHEET L1.1 FOR an D. Cichoc)fl 'Z REPLANTING PLAN IN L i fie.~ TRAIL BUFFER. I N HEAVY DUTY CONCRETEo. 53741 � ----------------------------------------- ---- c ,�o. HEAVY DUTY ASPHALT 7� 3 N�LZ i ----------- - --- - I APPROXIMATE LOCATION OF ~ - - -- - APPROX LOC I - _ - ZONAL ----- REROUTEDU_NDERGRQUND--------------- - - - - - ---------- ENTRANCE FEATURE - LIGHT DUTY ASPHALT --UfLITIES (BY OTHERS). SHOWN GP FOR INFORMATION ONLY. C'p cr — _ - GP GP GP GP GP GP o MILL AND OVERLAY — —OHr— — _ —oHT u r- — _ - uGr-- - -- - -uGr— - GP N _ SG — to O P GP > E — OHP LIGp GP N RETAINING WALL a E DRAINAGE DITCH oyP� DR ° HEIGHT t3.95' I _ - " ST9@M�WER °yT� _ � _ c EMOVE EXISTING OF GP a w ° c OW OFF ASSEMBLY, o LL o HP� BUG BUFFER DUMPSTER PAD DRAINAGE oyT� _ I I TALL 8"x6" REDUC I UFO 0 6 M BUFFER /�` CH °y ��f[ C w v � 0 # * # 6"1 CROSS WIT 6" L-uj Tl_ `y � Gs�° GV TO 6" FIRE LINE, � F. o m _ '� > t~ F- vI m __ ° P _ BLO 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'. • :. 12 ", aS \ �\ A TA FOR 2" COPP a 3 O n Q w � Z � 71.01' v 0 000 TER VAULT. A L ❑ o �L ITTI E � v z uv u R3' R5' OS R FITTINGS F \ l I---¢' N H-IS�ASSEMBLY. I PROPOSED PROPERTY LINE Y ry 8 O O O PER BLOCKS 11-12 SDP w ACREAGE: 2.63 AC o CJ v V o° 24' 2" ER / ° I DUMPSTER �_18' 0 W J / c R3 TRANSFORMER 51 I PAD W 9' R20' 9' , 45/BEND T NCSA 10' MINIMUM o W / �: • I I FRONT SETBACK •(5)- • 16'- • SOUTHWOOD APARTMENTS 45° BEND / " `� . m ° BUILDING 1 ^' / CJ, o (4% LIHTC) NCSA 28' MAXIMUM _ FRONT SETBACK ~ I a FIRE LINE W; 6" DIP / N I / R3' o 00ry 10 TENTIO 9 ° BEND ° . '�J '' 17.4 ? F ry r'4 N 1 (TYP j B CUT DOMESTIC LINE'G' 4 / z ry M u o �M R 0 0 o n DATE > / 230.34' 70 0511412021 SWALLO AI LAN PAVEMENT CON DRAWN BY I PARALLEL PAR G SPAC - 9. a / a K. ROESER STRIPING T E ADDE / 26 WITH THIS ' e D ,e °o SOUTHWOOD APARTMENTS z Imo' S / BUILDING 2 �° TRANSFORMER DESIGNED BY 1$' / �' '° (9°k LIHTC) Z e .. 9 TYP. a . 6 __ • K. ROESER a > l / TYP. 6.5' / • CHECKED BY 11.25°+22.5° III t > I / R3' +450 BEND • B. CICHOCKI I 1 0 2' OVERHANG FOR �J J 4 • SCALE I Q PARKING / 1125°+45° RT NCSA 10' MINIMUM / / °` 1"=20' ND I 240.4, FRONT SETBACK FDC RO OS PROPERTY / � LINE E BL KS 9-11 SDP 16' : NCSA 28' MAXIMUM FIRE:LAN Z II _~ FRONT SETBACK / / MARKING CR GE: 1.40 AC / / 11.250+ R12' Ii I 67.1' 2 45° BEND 2" MET R I I c e/ '�-� ' I ACSA EAS MENT R C RD WITH R3' ` ° FIRE LINE'F' 6" REDUCER I 9_11 E EAPE EN LATS ` 9' . � / > FIRE LANE FIRE LINE'A' 450. / MARKING 6" PVC PRIVATE / DOMESTIC LINE'B' ° 611 / SANITARY LINE 9 ' • ^ 62' R/W ° ro O Ti 1 / a 22.5°+45° S S N 45° BEND jj'O / Ti SAN ' SAN 24 5 f' a Q / BEND / 6,� / � e 11.25+4 °BEND ° 8"W ° r 8'W 8"W W W / R20{ 5' r FIRE LINE SFIRE LA v J O / / FDC MARKINGy Q Ld Q �— RETAINING WA L / °' MAX. HEIGHT .95' w J / SOUTHWOOD APARTMENTS Q SEWER EAS ENT F BENEF 5' e _ _ - - OF THIS PROP a BUILDING 3 LL - - - - WLTJ9SGUTHWOl 11 AS } __ . '/ ( o� ' ----- --- ---- -- - ° . a. °• PARK SFCE 9oLIHTC) 6'p- 06 6' ,/, / 6,5 0 L.L z 9 > S rn 20' SANITARY SAN �n S / r 'I ACSA EASEME T OU O _ ^ p/ 5 PVC PRIVATE Q N <' / / �a SANITARY LINE O J a C ) O SAN A. STOP ed a ';.. A > .' 1 .s , 5' MINIMUM SIDE / S NA BUILDING SETBACK SIGN ( 1 W W O G-11 NCE 61' W / �l I 44'1M / / 22' ' ^ W / / $'W 8'1N 8„W 8„W 8"W V VV v ° I+ \� "e v / � 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-- - - - - - - - - - - 0 20;i _S0i_ Ci4.0 a i c L r II------------------------------------- I --- y NOTES: c 1. NCSA SETBACKS REFER TO THE NEIGHBORHOOD CENTER SPECIAL LEGEND: I I I I AREA. a I ----------------------- ° CONCRETE SIDEWALK E SHEET L1.1 FOR 'LANTING PLAN IN TRAILBUFF€R.---------------- I I — — — — — — — — — — — — — — — — — — — — HEAVY DUTY CONCRETE 1 / ® HEAVY DUTY ASPHALT — — — — — — — — APPROXLOC C I / ENTRANCE FEATURE o GP GP / LIGHT DUTY ASPHALT GP GP GP GP GP / -- —UGT -- — T _ - - --UGT -- - - \ G GP GP I / / MILL AND OVERLAY RETAINING WALL APPROXIMATE LOCATION HEIGHT t3.95' I I c REROUTED UNDERGROUND GP 1 I — - — DRAINAGE DITCH EMOVE EXISTING OF GP UTILITIES (BY OTHERS). SHOWN c P ��Gr c j OW OFF ASSEMBLY, FOR INFORMATION ONLY. Yu RAINAGE OH;L _ I I TALL 8" 6" REDUCE I OF GP OHP— 6"X6" CROSS WIT 6" GP I GP NCH GV O 6" FIRE LINE ,L OF I BLO OFF ASSEMBO C R HP G GW/ 6' V, AND CAP W H a Gp 12' •-•-- \ HP� A TA FOR 2" COPP I UFO I HP I �_ I U\ O M TER VAULT. A L ❑ 71.01' ' I / ITTI E \ DRAINAGE DITCH A OFO C,p OS R FITTINGS F ASSEMBLY. 1 PROPOSED PROPERTY LINE f3P o / PER BLOCKS 11-12 SDP OF ACREAGE: 2.63 AC 2„ ER I 1 g• GP \ ' / D STER �y I UFO TRANSFORMER 5, PAD Gp� f G ° I 45I S FRONT SBEND n / A ' NCSA MINIMUM its• ' �� OF C ETBACK / OVA? SOUTHWOOD APARTMENTS 450 BEND p BUILDING 1 / (4% LIHTC) I NCSA 28' MAXIMUM FRONT SETBACK / f� aSH n D. Cichoc)fl 'Z U Uc. No. 53741 0 3/iIAT �w IONALOti due M E O O N � N C > E w v E ui Q LL o 3 p LL wO `mom 0' W L M d J V W Z r N N —u 0 ### N N a H H H F° v V w w w 3 0 x N E J ay W �N z 000 _ >ko O ~ orn D v w 000 � lJ v cJ00 a FIRE LINE W; 6" DIP ' 1 2' OVERHANG FOR� / OVA? N N N a. 9 ° BEND 0.C1� PARKING 10 : �� / w F ry C 00 DOMESTIC LINE'G' Gc I a o ~ / q ' O R z 0;6� ,N- o ' R15' 6' CURB CUT 24• R3' 9' / I 0 (3) - (TYP.) (TYP.) J./ II ; DATE / 05/14/2021 / ° 2' OVERHANG FOR i DRAWN BY 9. • / PARKING v o 16' ' . RF K. ROESER SOUTHWOOD APARTMENTS 5' BUILDING 2 �' TRANSFORMER ' 9' I DESIGNED BY a / (9% LIHTC) R3 • RETAINING WALL I • K. ROESER 6' MAX. HEIGHT t4.5' / ��. R15 — 6.5' / C 11.25°+22.5° , ETENTION 12 _ _ 14 : ©' +450 BEND _ / O 491 11.25°+450 NCSA 10 MINIMUM ND j • ' • ' 240.4, FRONT SETBACK FDC FHA TYiiP; p FIFE;LAN 6X 1, ' NCSA 28' MAXIMUM ° / 2" C PPE . ' 9` : R15' / MARKIN:G TYP. FRONT SETBACK R12' 3 11 25°+ P FIRE 8"X4" EER 70 VWM FIRE LINE W 900 tskND 67.1' / 45° BEND 2„ MET R 8 IN K 8 W 8"X6" TEE; 6" GV ,J L E' ' 900 BEND , GV 26 8"W 8" 20 WATER MAIN RE ti FIRE LINE'F' 6" REDUCER 8"X6" TEE ACSA EASEMENT R15' ' L91 / v . FIRE LINE'A' 45 END. 8' I - e° / 1 / DOMESTIC LINE'B' 6 W 45 BEND 62' R/W 22.50+45° l m / BEND D ° ° o° 11^25+4 °BEND m R2' 12.>' ° ;E LINE' ' ° QI / °� d TRANSFORMER � I • • � ..8 ° FIRE LINED' ° / / n DOMESTIC LINE'C' 21.3^° ° FIRE LINE'E' ° 0 T .95' ' SOUTHWOOD APARTMENTS 66.97' ° BUILDING 3 6, ° "/ .v'.° PARK PACE (9%LIHTC) 18' MAXIMUM FRONT BUILDING SETBACK SANITARY AC r ACSA EASEME T `I a / �� 5' MINIMUM FRONT BUILDING SETBACK SANITARY LINE 44' ii/w' I' , , I I 8" GV 22' a 22 20' 8 W \ i / 'W 8,W ,W 8,W g.W 8 W / 8„W 8 / / 8"X8" TEE H \ v 25 ROW FOR PUBLIC ROAD \ Q ACREAGE: 0.43 AC ; \\ \\ I I — — — — — — — — — — — — "NO PARKING" SIGNS (TYP.) z \ r \ c z I L — — — / • CHECKED BY B. CICHOCKI • • SCALE 1"=20' -DRAIN E DITCH B T /I�<c< 66 / I � I (1) U v \� O Q a \� J > U) J W m a 1- �\ m J J L _^ }} O 0 U �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 F_ omuswr-, io-oournw000 rmA_r,-,zwvvuione uuuwa.o-rcvN ry muwg 1 rloaeo on ani iA:eo rm I oy maa uennaru m0 � N rj) rj) 0 D r-r IT to + 0 0 0 0 0 0 w + 0 0 A + 0 0 A + s O A A 00 A 00 A co O Ln Ln PVI STA = 9+80.00 PVI ELEV 491.95 \1 ` 493.2 PVI S A = 10+00.00 LEV= 492.68 PVI E I I 11 I of a' 493.4 I I B S = 10+74.90 VCE = 493.43 2 2 I G < V 2 D Cn 1Z O 493.3 o II „ rm, mD�� G " N �w CD n + r n I o W II � (O �4CO + au t, th If E S = 11+24.84 VCE = 493.41 493.2 I 492.9 I I I I I I 1 I 492-3 491.7 491.5 I I I I I I I I I I 491.2 ( 1 PVI STA = 14+21.27 PVI ELEV = 490.18 A A A A O � O U01 IV,, TIMMONS ROUP nm V 0 SOUTHWOOD PHA - BLOCKS 11 & 12 N z + o o 01 COUNTY OF ALBEMARLE, VA ROAD PLAN & PROFILE — \ i N — O] (7, I � e. V I / i A co I ° CNn / I / 02 / I - 1 en I LIJ IA I I \ I D< a ---- \ t s , 1 l+ m , 1 I' - II \ 1 1 _ 0 'I 11 �' 0 1 I II II A N �. A i7 N I I I I I I m m I 3N CO o CZ mZ + N�< 41, CO �Omrn OO Cn0)> 'vv lD Ar / / /l Z I\ III, I I II h I I if II \ III A I I'I I II 11J IrI I ' II OSS I I L� 1K II IZ I a I rye L I Z\ I W 1\ I I I rn WI I I 1 /0 I 1 i w II I I I T• do I I I I II I I II 1 1 I s+D I I I 11 1 o 1 I I I I �J 1 I a \I I T I I I I I. /Vv,9 MI, 1 I l++ y \ \ \ \ I \ O \ \ \ 1 \ \ \ \ \ \ \ `D N I 0 I I\ I IT '/ 1 KK \- N IT \ I / m D o IT \ I I zZ THIS DRAWING PREPARED AT THE a C •• O • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE �43 • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �� f TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 0 F )> z 1 c� py DATE REVISION DESCRIPTION r N a 7 Q u m A In A 8/20/2021 COUNTY COMMENTS #1 Gr li v n I O z O a 12/17/2021 COUNTY COMMENTS #2 o rn 0O o (mp o \mn W o 03/11/2022 COUNTY COMMENTS #2 b I�11 n 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. NOTE ------ I 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 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 (VARYING R/W WIDTH ------------------------ — — — I I - - 10' PUBLIC ACCESS - EASEMENT _ -- -- - RECORD -WITH 9� 1 - - - ci - - - - - - - - - - - - - 1idC,'RE33 AND -EMERGENCY - - - - - - -EASEMENT PLATS - - - - - - - - - - - ACCESS EASEMENT & �p - - - - - - - - STORMWATERACfES GT— _ _ GP GP GP T — — — — —OHT — — OHT — OHP— — O G� U T — —UGT _ — _�L-- —UGT — — OHP— OHP— 1 p_ �;p - ttPP- � IGP NMI —SOH - — — oHr---�- I � - ---- OHT c IT _ _ OH Rm LEGEND F1PUBLIC DRAINAGE EASEMENT ❑INGRESS AND EMERGENCY ACCESS EASEMENT & STORMWATER ACCESS EASEMENT F7ACSA SEWER EASEMENT ■ PUBLIC ACCESS EASEMENT ACSA WATERMAIN EASEMENT ® VDOT ACCESS EASEMENT 18, im R1 —I-1—' — PUBLIC DRAINA( BASEMENT RECORDED WI I 9-11 EASEMENT PLA R15' R18' I I I I � Is . I I 1'x I I I °p I Y I A., I •. I > I ' I ACSA EAS MENT R C RD WITH R3' 9-11 EA E EN LATS� I / S - S z - - - - SAN - - -ION POWER - A p p A < ------------------------------------- - ------- an v� 3 an D. Cichoc)a Z �P� $ U Lic. No. 53741 SCALE 1"=20' 0 20' 40' UGP 3111 /LZ -j M E O O GP N c GP > E v E W LU JFO GP a a 3 o O UFO C L Q j V s0 o—(n Z .-I N N O # ## UFO- a>0N (n U)U7 N a H H H ?c7 1'W ° v w w w 30�x (Uj) �\ �N 0 000 VVU Ln_ v z 0. OHT� F D 7 Z) P, N 5 W O O O VVV 00 J �OHP��_ ui 0 o a' 0 x H > w W N O N O N O N N V Q N N M r O / 0 DATE (n 0511412021 O DRAWN BY I } K. ROESER SOUTHWOOD APARTMENTS DESIGNED BY BUILDING 2 (9% LIHTC) a / •• K. ROESER • CHECKED BY I • B. CICHOCKI • • SCALE o° • 1"=20' 20' WATER MAIN •� ACSA EASEMENT ti 6"W / cz 10' DOMINION POWER EASEMENT A i9 s° ps 0. p° Q z p > Q p ° J J w L SOUTHWOOD APARTMENTS Q W / / p BUILDING 3 a L > / (9% LIHTC) O w a z cn U) 20'SANITARY ,RO Q ACSA EASEME t OU w 'PVC PRIVATE O SANITARY LINE O / viiiiii Mill R25` ISAN b ° HORIZON ROA / asAN ° KVAD HORIZON p W W w W PUBLIC DRAINA qq' R/W O EASEMENT , ^ 8„W V 1 e a 8„W ap � \ \ I JOB NO. \ \ --— — — — — — — — — - 47118 ` I SHEET NO. \ \ r I I C4.6 OHP, 1% V. / ril-0 I ' P 1> SOUTHWOOD APARTMENTS a BUILDING 1 f (4% LIHTC) 4 / o I VARIABLE WIDTH / STORMWATER FA / ACCESS AND MF NTENANCE EASEMENT / EX. 2' (WIDE) COMMUNI TIONS / _I EASEMENT FOR SOOT ERNNET OF VIRGINIA, INC. CLIFTON / FORGE W NESBORO / TELEPHON COMPANY IDB 30, PG. 176 co •Y 1 I 0 r Z NE / > 6" \ �c /Y e / / gqN P / SEWER EASEMENT RE BENEF OF THIS PROP CORD WETH.SOUTHWOOD-T- V EAS p _ 4 a / s C a 2 0 d 0 3 c a D a0 O � Z 20 o � c T E O a c m m a0 O c K N O 3 Z Z m 0 � a F 62 .. 5 Q ` o. d m 2 Y v, X c 0.0 016 r p 12 E 0 m 06 a c 2c 10 a 0 w c u, e m O c 0 a� E F_ L LEGEND II --------------------- - PUBLIC DRAINAGE EASEMENT ~ I I II ❑INGRESS AND EMERGENCY ACCESS EASEMENT & STORMWATER ACCESS EASEMENT I c ACSA SEWER EASEMENT ■ 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 Al s A 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 ro O s w 10' DOMINION POWER ° EASEMENT °. rb s D ° e >. SOUTHWOODI BUILD] / (9% LII 20' SANITARY ACSA EASEME T.°. PVC PRIVATE ° SANITARY LINE SAN t \I —i-e 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 Oy O1y7-' 0 — OH 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 an D. Cichoci i ' z Uc. No. 53741 3111 /LZ -j M E O O N � N C > E v E W Lu Q LL o 3 LL W 0 N O W L M a J U W Z r N N a H H H ULu ?F °1v www V 3: o x U 2: 2: E �d� W OiLL C z 000 Ln= N O w 000 o: U U U 00 � H p N r N w W O N N a Q M z rN O O DATE in 0511412021 0 DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' • CURB <l� T W / I \ -20' ATER MAIN \ AC EASEMENT v \ \ \ O > Z \ J J J^ I L \ Q Lu \ L \ m Z a W VDOT ACCESS EASEMENT \ (FOR TURNAROUND) \\ \ Q OU w v 0 O 2 O O a'3 JOB NO. �P 47118 SCALE 1"=20' SHEET NO. 0 20' ao' 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 `o9 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_ ----- - -- \� \ -- ` \ \ i \ ` \ \ \ -----------I -------- ---- - TH �F �\--------------------\-- I 1 _\1 \ ---- 1 \ ----------- \--------------- 4-------- \ \ \ `------------- ------ \ _--� \ ---- \ / I - - \ \------- 1--------- i \ \ \ - - _ --- 2 \\\ - \ \ \ OLD LYNCHBURG ROAD ` \ \ \ \ � - � \\ \\ \ \ � \ l an D Cichac)a Z \ i \ STATE ROUTE631 \ \ WIDTH - 1 \ \ \ \ \ Lic No 53741 \ \ \ \ \ \ \ \ (VARYING R/W \ \ -- - - -- -- - �- --- --- -. -- - \` \ \ � � ` \ \ > - _ - - _ "0p �✓�1��LZ \ \ _ \ I\ \ \ \ - --- - \ \ SIGNAL \ `Flue i /10 �' GP/ - rD GP ' I �'' /�i i/% / '/ o f GP / I (I OHT1- - - - T n T _ T- _ 7` -OHT ' / -�OHT / (T�'F. _ _ _UGT --` / / / G > c OH15-OH;4- _ -- i \ _-- - / / 1 ,'/'/ 5//'/�'/ GP E 0 - -�GP GP4y8- - - ! N E a�6 TPr- / 9 1 ONT \a� _ / ' G l - - - - U� / �� / Ag \ - - _ - ' GP U N 3 'ST SEWER �I- (, - / /' ti .. co /-/ oLL o 3 ' TP I I co v a a 1 -� yT I l 1 _ OF -492 ' w TP I frc Oy / --__-' ,' ' Q V b Z NN TC \ I f179.38' p _ -/ ,' 1 I \ - _ - 493' 475.93' \ -- - - - - -- r._ \ I UF�d9A / / a M ry ry a (A (A U7 \ \ TCI / 9�lE�L�ND-49 z F v 479.54' _ 6 / f/ I _ C�J z z z �\ HHH .23' \ ° -\, S \ \ \ \ ti \ \�(y 1/ 1 / IEF PAT q� 0 Q 000 = c N z V V V OF �v O 1 2 lt1 �y It co \ \ \ D ow oo ° : \ \ \ FFE�81.60'493.06' �o H 1\ TC \ //�� ,' > - \ \ ` \ TW 485.60' \ \ I ;, _-r____----- \\ 19 \ 477.71' 1 ` \ \ \ BW 481.60' \5' I 1 / I \---------- FFE=493.00' R15' \ .5 1 1 ,° \ Two 0 I I /•. p ; TC / W / R18' 202 I TC \ \ - _Bw $5i ' � I / / / /\ / ° v I NCSA 10' MINIM M 492.82' 1 ° 0 W / R18' - / / 1 n.1z' 204 D \ \ 1 i I l a I FRONT SETBACK o TC 203 SOUTHWOOD APARTMENTS - - - - - / 475.31' ! \ BUILDING 1 / / / ^�' / / / \ o - - - - - - - - 1 (4% LIHTC) / / / / / / NCSA 28' MAXIMUM 1 _ ' 76.75 RD1 4 \ / s e.' FRONT SETBACK rlj O N N N TC 1 / / / ''' \ i, II I I v`C/ \ > w O O O / `TC 1 478.04' b. / / / / \ v 1 \ w F N N N I I 477.5j' ( D3 V / /// I z a o ¢ N y - . / I / -� •475.3 / 47Z0 ' 1 `\ % / ; / / / / / 4 \ of 1 RD1 b z ,N.i Q O TREATMENT: CU 1 / // // // > DATE // / / / CONTECSTRORTECH UCTURE \� O CUT DISSIPATOR CE FFE= 2.50' / 1 / OS/14/2021 > GABION FOREBAY / / / / EX DRAWN BY �W 492.21' ° / , / 1 I TC FFE 0: 1.60'' / / J /� 490.15' e 492.66' \� K. ROESER O I / / EX SOUTHWOOD APARTMENTS I DESIGNED BY / FFE 1: 92.59 /492.15' , gg ✓ /: 490.2T ''� I BUILDING 2 I TC cp / (9°k LIHTC) I 492.49' •• K. ROESER /\� / ' / D6 / / / TW 491.23' / / / / , . / ° ./, 0.4 ' I I I TC 17 • CHECKED BY - / BW 491.20' / / > / I I I 492.67' bg0 / I I • B. CICHOCKI 04' l / I FFE: 493.00' I REATMENT: CURB d16' % / Bwoier I I CUT ISSIPATOR CE • SCALE I I NCSA INIMUM / / / / / / / I 1 • 1 "=20' FRO T)SETBACK 'Tc 1 1480.40' / , NCSA 8,' MAXIMUM ' // / / / // ' / " / I ' I as2 rc • FIR T SETBACKOb / CL N TC / / / j " �\ co I / TC ° ' /I TC ' M R15' / ' / / / / / V •:v• o, / FFE=493100' ° \ R18' R18' \ \ Tc asz.7s' � / / / / I V / / FFEV93.00' 8"W / 8"W N TC ' / /� ~ ° ° \ D8 D Q J " W R20' ' ' a8 TC .482 /. � \ e.l l l i / / q. FFE-493.00, °\ ° °.-�, FFE=481.60' ° O w e / I \ \ / \ / , / / / -' Ld .483 \\ \ / / / / / / , / s / /° \ o \>, \ e ° J Q If TC �482.22' \ \ \ TC / / � / / °°/ ° qp ° °P o \ Q Z _ _ \ \\ 1. 5' / 1 / / / , /..; .a / , .\o ° ° ° n. Q� °°. E=493.00' / 1 i / 4g4 - - - - - - - - -Lu - ' /'/ / / / / / ° �\ ° SOUTHWOOD APARTMENTS T�CUM= - -- - - I / / / / / - q \ 493.0 \ BUILDING 3 LL 0 'v _ - - - - _ _ - - - - - - - - 4g5 - 485 - _ _ - - - - - - - - _ ' o. °/' / / l . j EX a°� 1 1 / / \ \ `(Q% LIHTC)u co BW 482.00- G`' / \ ' /� - - - - - _ - - - - 486 _ - - - - - - - - - FFE 492 50 v / .' �' ./ 49 31' / j \ FFE: 493-90' r n �A6,' /°! .. - - �- - z i / //; _ . 1 S 6 / 7° , " '.iW'485,2> / a • > .> . v " � 1 . / 1 BW 2 83' d ✓ a � a92.50' ! . <. s I a 92G3 ' \ / / / / �w\ \ \ �0/ / / I C \ \ \ - _ - , - -\ - _ \ - ` - - ` ` _ _\ ` / , ' .:> \. \ \>• \ <. / / \ / / 92 'ate O LL i /' 494.84' ``nn Ll I25' \ R25' / >a .Y ♦ , ."'e M '� .a '/ s '> ..\ .s ; ' \ '.: ��\. I I/ 5' MINIMUM SIDE fi R)LON ROA / /' �I I \ qN - - ° ..,- _... _. .-- - ° 0 BUILDING SETBACK \ 103 / I Qom/ \ \ -� - 121 ----- O \ _ \ I 9 _NN - \ \ \ \ \ \ \ ° - - _ - _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - -.�, 122 _ - - ° 3 ° v ° 9 s: '.s /. v _ _ - _ - _ _ - ' / / / / \ \ i ' - / JOB NO. --_ --__----- - - - - -_ __- _ _ / / \ I `\- - - - - - - - 083 47118 SCAL _ _ - - - - - - - / / / / / / ' / - ` / - SHEET NO. _ - _ / / / / / I I _ � - � \ C5 - - - - - - - - - C a 2 c 0 ro 0 3 c a D a0 o o O �Z 20 o c T E O a c m a0 Oc O 3 Z Z m O � a 6d `� Q § o. d m 2 Y � h X c 0.0 016 aE p 12 c c Eo 0 m o � a c Ma 10 a 0 w c e A 0 n 0 c 0 m nE 0� �E F= L 1 \ \ \ \ -- 1 ------ ---- --\--- -----j \ \ -- -1 - \ \ \ \ \ I r \ %---------------- '-------- h �j \ an D. C is oc)a \ Lic \-------------------- - \ � \ No 53741 � IONAL Gp GP UGP linL/UGT_UGP '/ \ //' �_- _ _ - - _ A'Aa/Aa$A8g 9�/ ,� / / // /' / // , GP `_ - /I ' / ,/ /' /' /'mil - - _ - - - - -- _ _ -_- - _ _ _ _ _ LUu -ice �I , - - - - - - - - - - - - - - - - - - _- + - _ _ _ _ _ _ _ - - - - Q LL o 3 I/ -------- ------_--____a' - - --_ -- �LL- I �OHP I / ` - -UF _,492 ''/ ' GP /' ' /' - / / / , / _. / ___ ��_= _ QJ V°Mo Z .tiNN Lri ....O gA / ' l l ' / I I I --- / --_ --- a> ory r (n (nU7 TC / \ . ....... \ P� _ / / I UF(A / , ' I I / / / - - - fA ry v CL H H H 479I54'�l 1.. 48 \ 8 / I _ 9YERL��ND-495" ,' / GP /' / / / / / I ./ I /I / HP z_ � B v � w w w \ \ / - 6 - / - ' / / / I / / / / I HP 3 O ,� X N E I F PAT Ag UFO I/ Q w 0 0 0 �v Wes/ 1 ❑ / I - - - / .Ag1 g8 ' / / ' /' //FREE/PROTECTION // /' / / I _ ry z 000 TC , \,, \ b', \ uuu OF , I \ \ / ,A Ag9 U� / I / / (NP/) / I � ar S�� / v ui N z Z z TW 4n 14' P / / / / / / I I \ O °ry 7 OF / / / / I \ M w O O O � V V V FFE=481.60' � \ I _ \ \ \ ` � \ � ` \ 'y0 �00. / / \ %> \ TW 485.60' \ I ' U5 ' \ \ \ \ BW 481.60' \5' I 1 / \ - - FFE=493.00' ui Tawi°�,n , , y°uF GP / NCSA 10' MINIMI\1M �s2.a2' \ 4g8 49g ' ` , / / �\ \ I / o SOUTHWOOD APARTMENTS / / 1 / \ FRONT SETBACK r/ S0p` 0g / \ _ TW 500. on9 1 ONP' _ / / 1 ib \ \ \ I \ \ _ - \ �2\\Sp3, 5\ _ BW 495.80' \ I / \ BUILDING 1 (4/° LIHTC) I / / / g / \ NCSA 28' MAXIMUM FRONT SETBACK -570 I NP/ o N uj < rn / RD11 \\ TC PRE-TREATMENT: C B \ _ ' _ ; `�� \ \ \ \ \ \\ \ ONp/ �, v / z a ,N- o ` / 49 `CUT DISSIPATOR CELL \ \ \ \ / / I O CONTECH VORTECH I ° GABION FOREBAY 1 \ \\ `\ \1 1 1 \ - - - - - -s°g - ' > DATE > / FFE= 2.50' / / / / / STRUCTURE A \ \TOP = 490.33 A9d II 1 1 1 11 I - - a / 7o OS/14/2021 ---BW 495.83' / } TC , TW 499.00' DRAWN BY / T c /° / t / ° / EX < I \ 491.95' 491.5T �i9 \ 1 1 �_ / / 1 % 490.15' I 49 I I _ I / K. ROESER FFE 0: 1.60' / / • i. ry s , as2ss' \ � rC ` 1 � I I I 1 I o / \ / SOUTHWOOD APARTMENTS 49 � � -507' / FFE 1: 92.59/ /49215' Ex 49t.99' g I I , gg / ✓ °.° /• 490.2T '� / I BUILDING 2 I TC \\ � \ \ i 1 I I I / / • DESIGNED BY (9% LIHTC) 492.49' \ \ \ I / / / / • K. ROESER / //° T 15 ` - I I I O / / a. / 0.4 ' /` I •489.33' 128 490 I I 1 �n / / W 491.20' / ,/ / / ° 6 ° f I / I 1 492.67' 17 `491.2 `\ I I I II JI I 11 / / / % • CHECKED BY / I / TC 0489.33' , 9 I / / // • B. CICHOCKI aso.9 I I I I �' 06 ' Diivja BQ, > . I i �FE: 493.00' REATMENT: CURB , � � Tc � / ' /' '/ • • SCALE CUT ISSIPATOR CE I I rn 495.23' NCSA ' MINIMUM / / / I TC BW 494.77' / // // / / , 1 "=20' / FRO T;SETBACK // ,/ // / 17 492.1 I �1 i555 NCS $%MAXIMUM / / // / / / // / / % / i I 492.TC 11 �9 I I FIR T SETBACK / / / / , , (: / / \ • / // I / 91.91 I SOA. 1 ll\' l �,...°.//° I I g"W 3 W \ 8 I II III III _ _ y03 / / ' / / / ,' , / \\ \CL // v'< l I I �C PARCEL 076 -0 �Q-0 IAO \ c / / / / / / T 1 I / I � 1 1 � - 502� _ / \ lL ELLC I 1 O ° - /I I \ TC N O O D lCT cz FF FFE=493100' TC` 492.79' ° . ° FFEV93.00' ., ° - 492.36' .c . ` o° 1 I D8 D7 `_ \pg 92.7;° ❑ `_\ 113 1 I J I 11 11 �1 F�-�_-/ z / // / / , , // /,1 - \\ e° °• O 4,FFE�233.90'� 11 I 11 W \ 500 I 1 1 1 �� / \ V 0 / / / /� / I / ., o °. ° FFE-493.@0' ..' ° ° ce' ` \ I 1 C 1 1 1 \ aQ / / // / // // / / / / \\•, °.°. ' ` I 11 \ \\ _ _ Ag9 I I I \ I \\ O LLJ E=493.00' p111° \ \ I 1 V ,A W � - - - - - - - _ /1/ 2. 0' / ' •° // / �. ° ° ° °°_ m\ _tFE=493.00' 00 \ \ / ' Q L.I_ ° - - - - %/ ' / / / / / fi. \ \ SOUTHWOOD APARTMENTS ` \ \ / - % \ / y - - - - _` ' / ' / - - - ' °� \\ \ \ 493.00' \ \ BUILDING 3 ` - 0 0 o/ d EX / b ` / \ (g% LIHTC) I \ / - n 0 co - - - - - 'FFE°-492,90 49 31' / .v / / / / \ FIFE A - s rrnn 18' MAXIMUM FRONT BUR SETBACK I \ v 49 L . A. ' . dA92.50' ! \• (' , 923 \ ° / / /// / \ ` \ \ �� 110 TC ` \ TC - \ / / \ 5' MINIMUM FRONT BUILDING SETBACK ' ` 491.94' 131 493.t2' 32 a5 106 494.84' i / \ / {c� (V93 \ \ 493. .. � / =� • ' CONTECH N IN 104 ` // 4 / 02 '492__ - ----_' /' // / %//,/I ° - ' - - _' \- �g3 1- 10' \ I 133 OVERLAND - - - / / /' /' / \ ` - 121 - 4g2 1 / \ \ I RELIEF PATH / 8 VV ` VV 134 L\ I ' / \ - - - - - - - _ \ ♦ \ / / \ a'3 JOB NO. ----------- 47118 490 SCALE V=20' SHEET NO. ---- / o zo' ao' C51 a i c 0 ro 0 3 c a. D a0 2 O Ez 20 o � c T `° a c m a0 0 c � 3 Z z„ 0 � a 6d `� 5 Q§ o. d m 2 Y N X c 0.0 016 aE J 12 0 0 c Eo 06 a c �a 10 a 0 �_ e m c n 0 c 0 a� E F_ L TH CF ROUTE PROJECT Southwood -Block 11 DESIGNER: KAM DATE 3/1012022 PHA Block 11 Storm PROJECT: Designed by: CHECKED: UNITS :NGLI S H STORM SEWER DESIGN COMPUTATIONS LOCATION: � COUNTY: Checked by: 6B D. Ciehoeb STORM FREQUENCY 10 U Lie. N0. 53741 UNITS ENGLISH 3�q /�Z q, o+y �SSIONAL� due M E 0 0 on U N Vi N C 0 PHA BLOCK 12 STORM PROJECT: Designed by: > E STORM SEWER DESIGN COMPUTATIONS LOCATION: COUNTY: Checked by: ~ U W 3 STORM FREQUENCY 10 o LL o 3 UNITS ENGLISH w O `m 0 W U M d J U o0 Z .-I N N w -u O U## a {/INN n. HHH ? F+ v V w w w 30 x N � E ROUTE PROJECT Southwood -Block 12 DESIGNER: KAM DATE 12/6/2021 & ai u- W 0 0 0 CHECKED: UNITS:NGLISH = c N z 0 0 0 U CJU ~ con W 000 U U U o v H ui O (D O K H w N N N W O O O w N N S Q n \ U t ] N Z !b N.I (v1 O O n DATE PHA Block 11 Storm PROJECT: DESIGNED BY: 0511412021 HYDRAULIC GRADE LINE ANALYSIS O } DRAWN BY Checked: INCIDENCE PROBABILITY 10 Year K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY PHA BLOCK 12 STORM PROJECT: DESIGNED BY: HYDRAULIC GRADE LINE ANALYSIS : • B. CICHOCKI Checked: INCIDENCE PROBABILITY 10 Year SCALE N/A • • N l� J� lJJ l� ''^^ z O U Q O J w UJ a J Q ED U m J a Q o W I..L Q Q O Of O O O `H^ 0 VJ 2 JOB NO. 47118 SHEET NO. C6.3 IEt 0 IV NLET O Sag Inlets Only K �F � ¢ S � wc� a'd L m S qi cH7 F '¢z¢Fw a 2 °, F. a 202 DI-3B 6.000 0 4 0 0 Back/Lt. 0.000'RIGH 0.150 0.90 0.135 Ahead/Rt. 0.I70 0.35 0.0595 Ahead/Rt. (1.195 4 0.7% (l 0.0300 0.0208 2.567 2.000 0.779I2 0.0833 4.00481 3 �0 Ahead/Rt. 0.780 0.0300 6 0.780 1.291 0.166 0.333 0.498498 3.291 5.170 Weir Flow 206 DI-1 2.000 0 4 0 0 Beck/Lt. 0.000'RI 0.280 0.90 0.252 Ahead/Rt. 0.160 0.35 0.056 Ahead/Rt. 0.308 4 L232 0 Ahead/Rt. L232 0.001 2.000 2 1.232 2.432 T > 8.0 ft IIQLEf ¢ 2v." O ° � � o ..]n � o r.]i F .1 c7 x �J � � Sag Inlets Only x w a 100 DI-1 2.000 0 4 0 0 Back/Lk. 0.000'RI 0.050 0.90 0.045 Ahead/Rt. 0.120 0.35 0.042 Ahead/Rt. 0.087 4 0.348 0 Ahead/R[. 0.348 O.00L 2.000 2 0.348 1.047 Weir Flow 102 DI-3B 6.000 0 4 0 0 Back/LA. 0.000'RI(;fl 0.020 0.90 O.O1R Ahead/Rt. 0.010 0.35 0.0035 Ahead/Rt. 0.022 4 0.088 0 O.OI00 0.0208 1.163 2.000 1.71969 0.0833 4.00481 3.50 Ahead/Rt. 0.088 O.OI00 6 0.088 0.301 0.166 0.333 0.498498 2.301 1.206 Weir Flow 104 DI-3B 6.000 0 4 0 0 Back/Lt. 0.000'RI 0.130 0.90 0.117 Ahead/Rt. 0.080 0.35 0.028 Ahead/Rt. 0.145 4 0.58 0 O.OI00 0.0208 3.366 2.000 0.59418 0.0833 4.00481 3.50 Ahead/Rt. 0.580 0.0100 6 0.580 1.059 0.166 0.333 0.498498 3.059 4.243 Weir Flow 110 DI-3B 6.000 0 4 0 0 BacWLt. 0.000'RI 0.140 0.90 Q126 Ahead/Rt. 0.040 0.35 0.014 Ahead/Rt. 0.14 4 0.56 0 0.0150 0.0208 2.615 2.IXI0 0.76482 0.0833 4.00481 3.50 Ahead/Rt. 0.560 0.0150 6 0.560 1.035 0.166 0.333 0.498498 3.035 4.145 Weir Flow 117B DI-3B 6.000 0 4 0 0 Back/U. 0.000'RI 0.380 0.90 0.342 Ahead/Rt. 0.080 0.35 0.028 Ahead/Rt. 0.37 4 1.48 0 0.0150 0.0400 4.153 2.000 0.48158 0.0833 2.0825 3.04 Ahead/Rt. 1.480 0.0150 6 IA80 1978 0.320 0.333 0.960961 3.978 4.122 Weir Flow 120 DI-1 1.000 0 4 0 0 Back/IA. 0.000'RICM 0.150 0.35 0.0525 Ahead/Rt. 0.053 4 0.212 0 Ahead/Rt. 0.212 0.001 L000 1 0.212 1.518 Weir Flow 122 DI-3C 6.000 0.010 0.90 0.009 O'RIGHT O.W9 4 0.036 0 0.036 O.OIGO 0.0208 0.832 2.000 2.40385 0.0833 4.00481 L000 3.50 0.1458 0.1666 1359 6.000 4.415 1.000 0.036 0.000 0.832 134 DI-3B 6.000 0 4 0 (1 Back/Lt. 0.000'RI 0.130 0.90 0.117 Ahead/Rt. 0.030 0.35 0.0105 Ahead/Rt. 0.128 4 0.512 0 0.0100 0.0208 2.970 2.000 0.6734 0.0833 4.00481 3.50 Ahead/Rt. 0.512 0.0100 6 0.512 0.975 0.166 0.333 0.498498 2.975 3.905 Weir Flow 132 DI-1 2.000 0 4 0 0 Back/Lt. 0.000'RI 0.150 0.35 0.0525 Ahead/Rt. 0.053 4 0.212 0 Ahead/Rt. 0.212 0.001 2.000 2 0.212 1.518 Weir Flow 128 DI-1 2.000 0 4 0 0 Back/IA. 0.000'RI 0.390 0.90 0.351 Ahead/Rt. 0.110 0.35 0.0385 Ahead/Rt. 0.39 4 1.56 0 Ahead/Rt. 1.560 O.00I 2.000 2 1.560 2.847 T > 8.0 ft PIPE NO FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME Minutes C7) RAIN FALL In/Flr C8) RUNOFF Q CFS �9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. C13) SIZE (Dia Or Span/Rise) In. 04) SHAPE Capacity CFS 05) Friction Slope Ft./Ft. VEL Vn Ft/Sec Cl� FLOW TIME Min. C17) REMARKS C18) INCRE- MENT (5) ACCUM- ULATED (6) ADDTL CA UPPER END C10) LOWER END (11) REFERENCE Cl) STA. REFERENCE (2) STA. 203 204 202 0.000 0.000 0.000 0.333 0.333 6.000 6.230 2.075 474, l83 470.342 80.018 0.048 15.000 Circular 15.328 0.001 8.740 0.153 ea from RD 1 205 206 202 0.440 0.700 0.308 0.308 0.000 6.000 6.230 1.919 470.600 470.350 42.974 0.006 12.000 Circular 2.943 0.002 4.001 0.179 PIPE NO FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME Minutes (7) RAM FALL In/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia Or Sp an/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKS (I8) INCRE-ACCUM MENT (5) ULATED (6) ADDTL CA UPPT EN (]0 R REFERENCE (1) STA. REFERENCE (2) STA. 119 120 RD2 0.150 0.350 0.053 0.053 0.000 6.000 6.230 0.327 488.362 488.239 24.652 0.005 12.000 Circular 2.728 0.000 2.347 0.175 RD1 RD2 ll8 0.000 0.000 0.000 0.053 0.000 6.I75 6.179 0.324 488.140 487.660 62.922 0.008 12.000 Cimular 3.370 0.000 2.719 0.386 117C 118 117B 0.000 0.000 0.000 0.359 0.306 6.561 6.070 2.176 487.556 486.480 71.713 0.015 15.000 Circular 8.568 0.001 5.842 0.205 Area INLET INLET OUTLET WATER IXA. PIPE DESIGN DISCH. LENGTH PIPE FRICTION SLOPE, Sfo FRICTION LOSS JUNCTION LOSS FINAL Inlet Water Rim Comnenls 7.3 0.5 OR STATION SURFACE Do Co Lo Elf Vo He Qi Vi QiVi Vi 2/2g H Angle F10 Ht H[ H[ H Surface Bev JUNCTION E1EV. (In) (CFS) (Ft) (FT/Ff) (Ft) (F[) (R) Elevation 204 10+80.39 471.34 15 2.07 80.02 0.09% 0.07 8.74 0.3 0 0 0 0 0 0 0 0.3 0 TRUE 0.22 471.56 478.56 OK -7 INLET OR JUNCTION INLET STATION OUTLET WATER SURFACE ELEV. Dt4. PIPE Do (In) DESIGN DSCH. Qo (CFS) LENGTH PIPE Lo (R) FRICTION SLOPE, Sto (FT/FT) FRICTION LOSS Elf (R) JUNCTION LOSS FINAL H (Ft) Inlet Water Surface Bevation Rim E]ev Comments Vo He (R) Di VI QiVi Vi7J2g I-f Angle FIr1 H[ 1.3 H[ 0.5 H[ 102 10+33.27 483.71 21 10.6 32.42 0.38% 0.12 5.7 0.13 10.52 5.67 59.69 0.5 0.17 22.18 0.12 0.43 0 TRUE 0.34 484.05 493.32 OK -9.28 103 484.05 21 10.52 82.58 0.38% 0.31 5.67 0.12 10.79 5.71 61.57 0.51 0.18 15.22 0.1 0.4 0 TRUE 0.51 484.58 493.16 OK -8.8 104 13+18.12 484.5g 21 10.79 202.27 0.39% 0.8 5.71 0.13 9.97 5.65 56.3 0.49 0.17 84.86 0.33 0.63 0 TRUE 1.11 485.67 490.93 OK -5.27 106 13+38.80 485.67 21 9.97 20.88 0.34% 0.07 5.65 0.12 9.99 5.85 56.41 0.5 0.17 87.84 0.35 0.64 0 TRUE 0.39 488.06 492.26 OK -6.2 110 13+52.02 486.06 21 9.99 13.22 0.34% 0.04 5.85 0.12 8.22 5.43 44.65 0.46 0.16 91 0.32 0.6 0 TRUE 0.35 486.41 491.9 OK -5.49 112 14+26.06 486.41 21 8.22 74.04 0.23% 0.17 5.43 0.11 8.27 5.44 44.97 0.46 0.16 79.63 0.3 0.58 0 TRUE 0.46 486.87 492.78 OK -5.89 114 14+69.73 486.87 21 8.27 43.55 0.23% 0.1 5.44 0.11 6.76 5.11 34.55 0.41 0.14 30.87 0.14 0.4 0 TRUE 0.3 487.17 492.82 OK -5.66 116 15+61.21 487.17 18 6.76 91.48 0.35% 0.32 5.11 0.1 4.42 6.05 26.75 0.57 0.2 96.99 0.18 0.48 0 TRUE 0.56 487.73 490.89 OK -3.16 1176 15+75.78 487.73 15 4.42 14.58 0.40% 0.08 6.05 0.14 2.18 5.84 12.71 0.53 0.19 11.2 0.07 0.4 0.52 TRUE 0.32 488.04 491.01 OK -2.97 118 16+47.49 488.04 15 2.18 71.71 0.10% 0.07 5.84 0.13 0.32 2.72 0.88 0.11 0.04 75.45 0.08 0.25 0 TRUE 0.19 488.24 492.84 OK -4.61 RD2 17+10.74 488.46 12 0.32 62.92 0.01% 0 2.72 0.03 0.33 2.35 0.77 0.09 0.03 44.49 0.04 0.1 0 FALSE 0.1 488.56 492.93 OK A.37 120 17+35.39 489.04 12 0.33 24.65 0.01% 0 2.35 0.02 0 0 0 0 0 0 0 0.02 0.03 TRUE 0.02 489.05 492.21 OK -3.15 122 10+30.38 486.86 15 0.08 30.01 0.00% 0 2.43 0.02 0 0 0 0 0 0 0 0.02 0.03 TRUE 0.01 486.87 493.09 OK f.22 132 10+gg,$7 486.41 21 1.1 69.87 0.00% 0 4.01 0.06 0.79 3.78 2.98 0.22 0.08 89.88 0.16 0.3 0.38 TRUE 0.2 486.6 491.91 OK -5.3 134 486.87 15 0.79 50.47 0.01% 0.01 3.78 0.06 0 0 0 0 0 0 0 0.06 0.07 TRUE 0.04 486.92 490.88 OK -3.96 128 10+29.09 487.73 15 2.43 25.18 0.12% 0.03 4.02 0.06 0 0 0 0 0 0 0 0.06 0.08 FALSE 0.11 487.84 489.83 OK -1.99 L R/ EXISTING Ir AS NEEDE PROPO; N O O N N N r CD N 00 00 ¢MpjrN u0 �+ 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 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 5„ 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 �y an D. Cichoci i Lie. No. 53741 3�q�LZ due 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 f� aSH n D. Cichac)a 'Z U Uc. No. 53741 0, 31111Lz O IONALO STA 10+00 :EX`, 2 STA 10+65.39 STA 10+58.13 5' DIA. MH STA 10+65.39 TOP479.74 `,10 4 5' DIA. MH TOP 492.43 STA 10+00 :EX`, 2 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 - wo `mom USE CONCRETE RINGS ¢ Lu v co Z ti N N TO ADJUST RIM FROM w .J. - 0 # * # EXISTING ELEV (492.72) a (Ao n° i~ cn vI cn TO FINISHED GRADE U' W w r� a z z z (493.21) �p�x N �WLu wLL p 000 �_ � ry z u u u 1] 1 O a U) z z z rn .. » w 000 a� � UvU ui 0 0 p .-I N N N IN 00 w F N N N S Q Imo\ U p N ti ti Z .Ny M o in DATE 0511412021 0 } 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 s" 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 f� aSH n D. Cichac)a 'Z U Uc. No. 53741 505 505 505 505 505 505 O01 3111117, `SSIONAL due M E 0 o N N Q E > E w v E >� w v 3 Q LL o 3 p LL 0 wo `mom 0 W L M d J V W Z r N N w � —ui O # # # a(A n. HHH I-+ r V w w w 'll RAW 3o=x N ��E a LL w 0 0 0 p Ln 000 Ln _ ry z V V V 2„ 2„ m > m N r TF c rn 7 Z) w 000 M VVV o 00 0� af u 0 C7 It O K H p r N w N N N W O O O 1q, co w N N U p N ti ti z 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: V=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 i U O>w s" J LL J DIP WATERLINE M a LL LLJ L O m^ J LL Q 6 2' DOMESTICLL DIP W w 6" } DIP W ^ z LL O Q Uo O Lo O TZ 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: V=50' ( n VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: V=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 It ly WATERLINE LL LIt L WATERLINE c� z 0 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 DIP WATER 71NE 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' 0 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 m m � �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 �as 7 N 475 N O O = N m 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 0 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 (] 475 475 FFE=492.50 490 490 O J 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 _ F_ \103\47118-Southwood_PHA_11-12\DWG\Sheet\CD\CB.1-SIGHT DISTANCE PROFILE.dwg I Plotted on 3/10/202211:36 AM I by Matt Denhard O O 0 O 0 CA 0 O LA O to o 01 o Lnn o 01 o I m 1 n O I W O v—i n v z n m G7 w I I � CD I I � I I N I co � I X Oo I O O mo m O / n / II / / v r N / � o W m m� n = n O w T o Cn o � o o s s \ o • o • o • T \ � / o e \ o ,ems o UFO NP e �• \ \ °. \ ;...0.\........_.1\ O co00 co \ i \ I \ X \ II III I \ I I I I I I I I II I I \ X o Iyllp I I \ \ I I I 11 1 I' I I I I I x I a \1 e I I 1 I X \\ ' I 1 1, 1 1 1 1 ' •' 1 1 Imo\ X I �11 I o V. I 'I III11 I I 1 11 1 I X 1 I I 1 1 1 11 1 >I \I I o II I 1 111>' II I X 1 c toI, ' O • I I /I \\ 9 °m II \ I ' v_ \ ____6 ILnA. / SAN / ' I (3 Ii NOZIbOH \/\I cal W + X \ X 49 \ \\ w 'o / ) I / \ — — — — / ' I o----— — — — — -- — \ - -� - --� ------ - _ _-- _ UGT / _ — — UGT� _UGP�/ � ' _ — —UGP / _UGP _UGP� - - - - ISAN-i� SAN -' `-SAN' 1 IyI \ _ _�>`--► I Ills D ,' \ ' \ �+ IQ �\ —�\— �� // O$g j TIMMONS GROUP .•-':'•. THIS DRAWING PREPARED AT THE avr,_a 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 t N 44 SOUTHWOOD PHA - BLOCKS 11 & 12 P0 m m o COUNTY OF ALBEMARLE, VA 00 SIGHT DISTANCE PROFILE - HICKORY STREET 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. p� 0 DATE REVISION DESCRIPTION m A 0 A v 8/20/2021 COUNTY COMMENTS #1 li v n 1 O z O a 12/17/2021 COUNTY COMMENTS #2 03/11/2022 COUNTY COMMENTS #2 o m O o Vmi o W o n ti F- omuswr _i io-aouunw000_rnH_ i-izwvvuione uuuiu . i-oiun i uia iAii rKurii-e.ui I rioui on sriumuAz i i:ut mm I oy ii uennam I win \ UFO UFO '-505_ — 506 .4_4--496 8 499 500 — - — — 7 Cn y I J 0-6 I \ \ \ \ Al�T \ \\ 11 po g \ \ \ \ \ \ `\ 490 1 vI I I v v v v A I I I \ \ \ I I I \ I \ I I \ — \ \ T ��o xmm v� co Z 7 mz G7 �Cn A z0IT m (D O z �x coA IT IT 3z O0 mD 00 x TD c;a --I IT mD IT m0 z 0 zz 0� om v 492 12+9� illillillillilllllllks ' \ \ 491 p6, / 492 — — —-- \ — / 4 /------ i V, TIMMONS GROUP N SOUTHWOOD PHA - BLOCKS 11 & 12 � m m 0 COUNTY OF ALBEMARLE, VA 00 SIGHT DISTANCE PROFILE — HORIZON ROAD a m m a CD cn to o to o o O co ITmG) ' Ox ' n 0 w A D 5 0--I mZ I O � I co � � I I co m x 0 ci 00 I = G) 0 IT 0 -n 0I I IT IT I n w A W I � A co A co A O Cn O O M O CA O :n 0 a • • 00, THIS DRAWING PREPARED AT THE av�a CO 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 z 1 c� rM DATE REVISION DESCRIPTION r N a Cr Q u m A A 8/20/2021 COUNTY COMMENTS #1G'r li v n (I O z O a 12/17/2021 COUNTY COMMENTS #2 o rn O o (mp o Imn W o 03/11/2022 COUNTY COMMENTS #2 b I�11 n < 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. 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CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Z� N r N S O U T H W O O D PHA BLOCKS 11 & 12 m m 3 0 3 0 10 DATE REVISION DESCRIPTION _ _ /15/2021 85 /o PERMIT DOCS � m 03 it v 2 � A D 11/30/2021 85% PERMIT DOCS O z t� o COUNTY OF ALBEMARLE, VA O10 m c� o= m = z N CO OVERALL 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.