The URL can be used to link to this page

Home My WebLink AboutSDP202100066 Plan - Revision 2022-08-11SOUTHWOOD PHASE 1 -BLOCKS 9, 10, SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: LIMITS OF DISTURBANCE: 7.97 ACRES 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 09000-00-00-001 AO PARCEL AREA: 8.83 ACRES DB 3375 PG. 063 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001EO PARCEL AREA: 22.92 DB 4773 PG. 328 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001DO PARCEL AREA: 86.80 DB 3375 PG. 063 ZONING: R2 RESIDENTIAL OWNERSHIP OF ALL PARCELS: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 ZONING: REFER TO ZMA 2018-003 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. HUBER@Tl MMONS.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 = 4.63 AC BURIAL SITES: NO CEMETERIES FOUND ON SITE. FINAL SITE PLAN REF. INITIAL SITE PLAN SDP202100006 COUNTY OF ALBEMARLE, VIRGINIA BUILDING HEIGHTS: MINIMUM BUILDING HEIGHT PROPOSED IS 2 STORIES (25' REVEALED ON HIGH SIDE OF TUCK UNDER TOWNS) AND MAXIMUM BUILDING HEIGHT PROPOSED IS THREE STORIES (35). STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH THE USE OF A STORMTECH ISOLATOR ROW, A STORAGE PIPE, AND A CONTECH JELLYFISH FILTER. AGRICULTURAL/FOREST DISTRICT: NONE 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. NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. A PORTION OF BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (16 IN TOTAL). 3. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 4. 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 1/18/2021 REV, 8/9/2022 SITE LOCATION VICINITY MAP 11I=10001 DEVELOPER: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVILLE, VA 22902 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 CO.1 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 NOTES & DETAILS C1.5 FIRE FLOW DATA C1.6 FIRE FLOW DATA C1.7 BUILDING ELEVATIONS - TOWNHOMES C1.8 BUILDING ELEVATIONS - APARTMENTS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.1 BLOCKS & OVERALL PLAN C2.2 OVERALL PHASING PLAN C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C4.3 ROAD PLAN C4.4 ROAD PLAN C4.5 ROAD PLAN C4.6 OVERALL HOUSING & DENSITY PLAN C4.7 DETAIL HOUSING & DENSITY PLAN C4.8 OPEN SPACE PLAN C4.9 LOT & EASEMENT PLAN C4.10 LOT & EASEMENT PLAN C4.11 LOT & EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 DETAILED GRADING PLAN C5.4 DETAILED GRADING PLAN C5.5 DETAILED GRADING PLAN C5.6 CURB RAMP ELEVATIONS C6.6 UNDERGROUND DETENTION DETAILS C6.7 UNDERGROUND DETENTION DETAILS C6.8 UNDERGROUND DETENTION DETAILS C6.9 UNDERGROUND DETENTION DETAILS C7.0 STORM PROFILES C7.1 STORM PROFILES C7.2 SANITARY SEWER PROFILES C7.3 WATER LINE PROFILES C7.4 WATER LINE PROFILES C8.6 SIGHT DISTANCE PROFILES C8.7 SIGHT DISTANCE PROFILES C8.8 SIGHT DISTANCE PROFILES C8.9 SIGHT DISTANCE PROFILES C8.10 SIGHT DISTANCE PROFILES C8.11 SIGHT DISTANCE PROFILES C8.12 SIGHT DISTANCE PROFILES C8.13 SIGHT DISTANCE PROFILES 1-1.0 OVERALL LANDSCAPE PLAN 11.1 DETAIL LANDSCAPE PLAN 1-1.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L2.1 PLAYGROUND DETAILS E1.0 PHOTOMETRIC PLAN E2.0 PHOTOMETRIC DETAILS FINAL SITE PLAN TOTAL NUMBER OF SHEETS = 58 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 ■C1IF-Al fi1CIIIIIIII LY_1CilLTA lg111 APPROVAL DATE Bryan i,. Cichocki lac. No. 53741 24, `SSIONAL y10-VO rSIM N z 0 f f AM z O f~ a K U U, w 0 O Z O ti Lf) C] � �m O � W W Z K K a a O � Q J oz 0l^ rn DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1�1 1� 06 0 l--1 V � U 0 .j W w J tY Q Lu w LLl 1� Q 0 " U W O O U 0. 0 0 0 0 V/ ]OB NO. 47036 SHEET NO. C0.0 L TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL&PATH TRAIL&PATH REC.AMENIN& REC.AMENIN& TOTAL GREEN TOTAL GREEN TOTALAMENITY TOTALAMENITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONALAMENITIES&CIVIC SPACE BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENIN PROVIDED CIVILSPACES CIVILSPACES RECREATIONALAMENITI ES&CIVIC SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED PLAN(S) (ACRES) REQUIRED (ACRES) (ACRES) (ACRES) (ACRES) REQ. (ACRES) PROV. (ACRES) (ACRES) (ACRES) (SF) (SF) 1 l.so s.97 o.z3 0.0o 2,000 LF CLASS BNPE 1 PRIMITIVE TRAIL aoo 10,000 SDP2@000048 o.ao 0.05 0.05 405 LF CLASS B TYPE 1 PRI MITIVE TRAIL 0.80 2025 SDP202100062 6.75 0.19 0.19 1691 LF CLASS B TYPE 1 PRIMITIVE TRAIL 6.75 8455 TOTAL 7.55 0.24 0.24 TOTAL: 2096 LF CLASS B NPE 1 PRI MITIVE TRAIL 7.65 10,480 z o.lo l.lo ozo o.o0 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.4o s,7oo SDP202000048 0.29 0.03 0.03 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 0.29 1491 THIS PLAN 0.81 0.17 0.00 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.11 8950 TOTAL 1.1(1 0.20 0.03 TOTAL: 1,790 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 30,441 3 0.00 0.00 0.00 0.00 0.00 0.00 SDP202000048 0.00 0.00 0.00 0.00 0.00 a o.00 o.00 o.00 o.ro o.00 o.00 SDP202000048 0.00 0.00 O.OD 0.00 0.00 5-8 0.00 0.00 0.12 0.11 0.23 10,500 4,416 SF PLAY FIELD 1,8fi6 SF TOT LOT 500 SF NEIGHBORHOOD PARK 985 SF COMMUNITY GARDEN 600 LF CLASS B NPE 2 TRAI lsa 2,707 SF GARDEN 4,000 SF NEIGHBORHOOD PARK OR REC. AMENITY` 1,135 SF PARK 3,9405E PARK 1,855 SF PARK 2,555 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS BTYPE 2 SDP202000048 1.30 0.11 0.62 TRAILS 0.97 27124 7,1005E PARK SDP202300062 0.28 0.01 0.18 107 LF TRAIL PEDESTRIAN CONNECTIONS 0.28 7635 TOTAL 1.58 0.]2 0.8 1.25 34,769 9-11 0.38 O.OD 0.50 0.13 SOOSF NEIGHBORHOOD PARK 0.63 22,700 2,112 SF PLAYGROUND THIS PLAN 1.64 0.61 0.32 2,170 LF CLASS B NPE 2 TRAILS b 1,059 SF AMENITY SPACE 4,434 SF OPEN FLEX SPACE 6,000 SF NEIGHBORHOOD PARK OR REC. AMENITY 6,7795E REC. AMENITY 1,211 LF CONNECTOR SITE PATHS 1.37 23560 SDP20210003s 0.00 0.00 0.00 0.00 0 TOTAL 1.64 DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS MAX. NON- DENSITY GROSS TOTAL 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°� 8.00 BUFFER 2 1.30 0 0 0 0 0 0 0 0 0 0 0.0 0 0'� 0 0 0 0 0% 3 NEIGHBORHOOD 5000 0 8 6 2 0 0 4-12 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 6-14 5 3-6 3.3 3 60°k 1 2 0 2 40'� URBAN DENSITY 5 RESIDENTIAL 5000 0 35 4 4 26 20 60-127 54 6-18 7.6 10 19% 8 24 20 44 81% 7.10 VILLAGE 6 NEIGHBORHOOD 10000 0 0 0 0 0 0 0-31 0 0-28 0.0 0 0'� 0 0 0 0 0'� MIXED USE / LO.60 7 NEIGHBORHOOD 10000 0 7 7 0 0 0 0-12 7 0-18 11.7 7 100'� 1 0 0 0 0'� PLACES 8 1.00 10000 0 6 6 0 0 0 0-17 6 0-18 6.0 6 100'� 1 0 0 0 0% 9 1.80 10000 0 15 0 0 16 0 0-61 15 0-34 8.3 15 100'� 2 0 0 0 0% 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 6.40 MIXED USE 20000 0 46 0 0 45 51 20-182 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. H of Il Bryan D. Cichocki 'Z U lac. No. 53741 b. IONAL�1 M E 0 o N N C > E w v E � w W Q a o 3 p LL - wO `mom 0 LU L M d_j U00 z -n O a>oN C7 1�u N CL w v 30'x U) W oa �x uN z C�2 Fva� O o0 P nO > WLU ' FOR BLOCKS 9-12, 1.5 SPACES/ UNIT REQUIRED FOR MULTIFAMILY/APARTMENT RESIDENCES. a v O 00 ti W W 2 d Cut O= W In J Q 2 K LD C S H N NrN w F N *11 U \ Z ^ W O Ln DATE 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. W 1� /0) V/ W m O0 > Z LU W a w 0 m rl a _I LL W O (w � w v • z Q aU 2 0 I..L 0 0 0 0 0 0 2L 1 �0 V/ JOB NO. 47036 SHEET NO. C0.1 00 �e _j W < . PARKING REQUIREDANDPROVIDED TOTAL PARKING ASSOCIATEDPLAN(S) LOTS HOUSING TYPE TOTAL PARKING SPACES SPACES PARKING SPACE LOCATION REQUIRED PROVIDED 1A-1D,2A 2B, 3, 6A- (2 SPACES / UNIT) X (26 (50) ON -SITE, (2) ON CARDINAL 6E, 12, 24, SINGLE FAMILY UNITS)=52SPACES S2 HILL LANE 33, 34, DETACHED (2 SPACES /UNIT+ 1 GUEST (16) ON -SITE, (1) ON HORIZON SDP202000048/ 4, S, 8-11, SPACE/4 UNITS) X (8 UNITS) 18 ROAD, (1) ON WARDELL CREST 37, 38 DUPLEX 18 SPACES SDP202100019 MULTIFAMILY(2)6-UNIT (2SPACES/UNIT)X(20 �(2ADAVAN) (39)PARKINGLOT,(1)ON 13 AND(2)4-UNIT UNITS)=40SPACES CARDINAL HILL LANE (2SPACES/UNIT+IGUEST (28) GARAGE, (24) ON -SITE, (2) ON 7A-7H, 14 SPACE/4 UNITS) X (26 S8 HORIZON ROAD, (2) ON CARDINAL 23, 25-32 TOWNHOMES UNITS)=58SPACES HILL LANE, (2) ON WARDELL CREST (1.5SPACES/UNIT)X70 (140)GARAGEANDDRIVEWAY UNITS=105+18GUEST=123 163 PER UNIT, (23)ONSTREET/ALLEY THIS PLAN 1-70 TOWNHOMES (1.5SPACES/UNIT)X(16 2S(2ADAVAN) (25)ON STREET/ALLEY 70-72 MULTIFAMILY(2)8-UNIT UNITS)=24 HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SDP202000048 & SDP202100019 Number provided this (SDP 202100006) TOTAL 1-2 N/A -Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 3 3 4 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 2 0 2 Habitat Single Family Detached Ownership 25%-80% AMI 40years 0-10 0 0 0 Accessory Units Rental 0%-80% AMI 10 years 0-5 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 0 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 0 15 Deeply Discounted Units Rental 0%-30% AMI 10 years 0-5 5 0 5 Habitat Condominium Ownership 20%-80%AMI 40years 0-20 15 0 15 5-8 HabitatTownhomes Ownership 25%-80%AMI 40years 0-30 18 0 18 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 4 0 4 Habitat Single Family Detached Ownership 40%-80% AMI 40years 0-10 2 0 2 Workforce Ownership/Rental 60%-120%AMI N/A 0-10 0 0 0 Accessory Units/Carriage Units Rental 0%-80% AMI 10 years 0-5 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 MarketTownhomes Rental Unrestricted N/A 0-30 0 70 70 9-12 Habitat Condominium Ownership 20%-80% AMI 40years 0-30 0 16 16 Deeply Discounted Units Rental 0%-30% AMI 10 years 0-5 0 0 0 LIHTCApartments Rental 30%-80%AMI 30years 80 0 0 0 L_ PROFFER STATEMENT ZMA No. 2018-003_ Original Proffers X Amendment Tax Map and Parcel Number(s): 09000-00-00-001A0, 090A1-00-00-001E0, 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 NMD 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, 07600-00-00-051AO (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 Man 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 Parcel 090A1- 00-00-001 EO are hereby removed and superseded by these proffers. Tax Map parcel 090Al-00-00-001 EO (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. Greenwav 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 I, 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 (100th) 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`h Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, a Virginia limit*1 ability compan By: Dan R so ensweig, 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' 15'E 15 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 SETBACKS 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 OPENINGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19c / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS 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. c 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. c A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. FLEXIBLE USE STRUCTURES LOT GROSS FLOOR AREA (SF) HEIGHT FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. Bryan D. Cichocki be. No. 53741 g/9/u M E O O U N � N C > E w v E � w >v E Q LL O 3 p LL — wO `mom J U 00 W J —u, � N � U W vIr 30'x oQ �v fU-)-,= � N Fva� c YM 00 � M a� z O a_ U U m 0 O Z O N o v� LU m W �w L W 2 W a a� w� Q J F DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. MAE 0 U 0 J COuu J N w ED J a LL }O z O U 0 0 0 1 �0 V/ w m Z G 0 w w 0 LL 0 w 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). o 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 JOB NO. 47036 SHEET NO. CO.2 LEGEND ROADS SEWER TRAFFIC STOP BAR m � -S� EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. S-SANPROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER 0 PROPOSED PAVEMENT EXISTING WATER LINE - • • CENTERLINE OF DITCH B• yy PROPOSED WATER LINE BENCH MARK R B• 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 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 VVITH 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 SEPTEMBER 14, 2021 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 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). LINES AND STRUCTURES, AS NECESSARY. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SUBGRADE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 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, ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF WAY. (N/A) THE LINE. 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. OF ROAD. (N/A) 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SLOPE OF 0.004 ft./ft. 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 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 UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-09. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. THE END OF THE DAY 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED REVISION OF THE ASCA RULES AND REGULATIONS. BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 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 Private Road Acceptance Procedure Albemarle County As -built Road Plan Policy 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. 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 q gh Y P Y P Y within the right-of-way or easement. Any portions outside the right-of-way or easement must be 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. 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 and plats: 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 right-of-way copies of the actual recorded documents � easements and � t-of-wa YPlats. Plats should be 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 listed. 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 35. 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. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. 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). 38. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 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 VVILL 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 TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% 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) A=� COUNTY OF ALBEMARLE fi Department of Community Development rya 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. 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). drawn may n t therequirements of rans O .This Ian as dm of accurately reflect 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 III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Bryan D. Cichocki be. No. 53741 6/dr M E 0 rn o N � N C > E w a E < w v 3 Q LL O 3 C)LL w 0 m J U 00 J - a (A t7LuNV w v 30'x a LL p a v = N N Fva� c C' ;; m 00 � M a� CL O ce 0 z 0 a it U to 0 O Z O N O vt LU m W = �w L W 2 a a W t�ir Q J O 2 uJ DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1�1 1�1 06 0 TT� V / U 0 Q U) MJ > - W w Q _1 I - a LU � 0 w co 1-I a 06 LLJ O Cn LJJ I- O 0 Q u Z 2 0 0 I �0 V/ JOB NO. 47036 SHEET NO. C1.0 L CD-1 ( EW-72 TOP OF CUT PAY LIMITS FOR (TY%COL) CUT OUTLET PIPE TO GRenrPAVEMENT BEGIN WITH 45- _-SUBBASE DITCH LINE ELBOW FILL UBGRADESHOULDER LINE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LANES y� 5�y (WITH TYPE 1 SELECT MATERIAL) - SL- - - �' _'4 .• 5° TRENCH PLACEMENT EDGE OF PAVEMENT >� PAY LIMITS FOR OUTLET PIPE T( SHOULDER LINE \ BEGIN 45° F PAVEMENT SURFACE M BASE L TOE OF FILL TOP OF CUT 00000 00000000000SUBBASE (TW'yP CPL1 .6. 666-6666666. 6. o_ .666606 F-SELECT MATERIAL TYPE IORII O/ ;: o 057 AGGREGATE, 08 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW F GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR �- PAVEMENT SURFACE M BASE 0 0 0 0 00 0 0 0 0 �- SUBBASE OR CEMENT STABILIZED SUBBASE - SELECT MATERIAL TYPE I OR SUBGRADE 0 -00.0 0�60-0 0 (CEMENT OR LIME STABILIZED) ••••,• o #57 AGGREGATE, #8 AGGREGATE OR CRUSHED MAN) FILE GLASS LEETNG #8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRNN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABLIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A MADE PARALLEL TO THE SHOULDER SLOPE 2 X MN. (3 X DESIRABLE) GRADE. TYPE OF PIPE CRUSHING STRENGTH H(W.T . 4" NAM. DIAMETER A(W.T. 6" NAM. DIAMETER SMOOTH WALL PVC .D3 0.753 SMOOTH WALL PE 1 1 70 PSI XXX 1 70 PSI MAX 4. ON CURB MD GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERMANS. THEY ARE TO BE LOCATED SO AS TO DRAN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. * WALL THICKNESS (MIN) -INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UNITS FOR OUTLET PIPE ME TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 000 M TESTED ACCORDING TO MTM D-2412 AT 5 % DEFLECTION. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. �VDOT STANDARD COMBINATION UNDERDRAIN SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 -UNITS OF PAY FOR Mn:a.;I LIfIL I 1 ,(- 1 EDGE OF PAVEMENT COMBINATION UNDERDRAIN CD-2 ON FILLS DSO* TRAVEL LANES CENTER LINE SECTION -1--�-- �i_f-------E_-- - (WITH TYPE 1 SELECT MATERIAL) I-M EDGE OF PAVEMENT TRENCH PLACEMENT SHOULDER LINE ypICAL)a�l TOE OF FILL FPAVEAENT SURFACE MBASE o 0 0 0 SUBBASE LIMITS OF PAY FOR OUTLET PIPE 0-6.6660 W10 6 -SELECTMAMRMLTYPEIMX PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GGLASS MEETING #8 GRADATION REQUIREMENTS. D F NON-PERFORATED OUTLET PIPE OR E-PAVEMENT SURFACE M BASE TYPE OF PIPE CRUSHING STRENGTH 6 T 4" NON. DIMETERI X W.T. 6" NAM. OINAETER SMOOTH WALL PVC 1 .103 1 1 0.153 SMOOTH WALL PE 70 PSI N** 70 PSI XXX 0 0 0 o SUBBASE OR CEMENT STMLIZED SUBBASE o - o - �- SELECT MATERIAL TYPE I OR SUBGRADE *WALL THICKNESS (WIN) -INCHES _ oho-o o (CEMENT OR LIRE STABILIZED) X)O(TESTED ACCORDING TO ASTM D-2412 AT 5%DEFLECTION. #57 AGGREGATE, ke AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. FABRIC GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AD THROUGHLY HAD TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3X DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS. WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UNDERMAINS, THEY ARE TO BE LOCATED SO AS TO DRAM INTO DROP CO-2 - INLETS OR MANHOLES. 5'-0" SIZERNO. 21B (0'BASE MIN?OEPTM) YPE 4. ON SUPERELEVATED SECTIONS. TRENCH N TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN DVDO'F REFERENCE ROAD PAID BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 501 ]O1 VIRGINIA DEPARTMENT OF TRANSPORTATION DB.OS CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI P PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUSOF 300 FEET OR LESS ()LONG FACE OF CURB) SH0.L BE PAD FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB M GUTTER SHALL BE CONSTRUCTED PMALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF W-6 IS BASED ON ROADWAY CLASSWICATION AID DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. D rT A BE CONCRETE OF THE CONTRACTOR ERE"DE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 E A U A R1-1 STOP *Reduce spacing 40% A B 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 (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale 6" TOP OF CURB CONCRETE /\0 :. 12" �/�: FLUSH CURB (PARKING LO No Scale 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 4 M'. D NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.10A 3" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE N 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 2016 ROAD & BRIDGE STANDARDS CG-11 NOTE:WHEN A PEDESTRIAN ACCESS ROUTE _ CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2/. FOR A WIDTH OF 5 FEET. A� XXSTREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS o C C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CC-6 CONFIGURATION. (SEE NOTE 1) - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. (SIDEWALK (SEE M - - - - NOTE 5) z OPTIONAL UNPAVED SPACE r 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE In FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION - - -�� +----- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION EXPANSION OMITTED IN THE ENTRANCE.) JOINT JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL �(� SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". (SEE CC-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8% MAX. GRADE CHANGE ® _ _ - D 6. PLANS ARE 70 INDICATE WHEN CONSTRUCTION OF A FLOW _ _ p (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ - - - - - - - - - - - NOTE 7) THE ENTRANCE. 8% MAX. ® - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE-1- "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A OF THE VOT ROADMANUALINCLUDI GN IREMENTS. STOPPING SIGHT DISTANCE D K VIALUE REO 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES �,��\ •n. 10 1":1' - CLASS A3 •>. . e. ' °' • e• • n° ^ (H.E.S.) e , e • n. ' �• ' °' - - CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANCE 'D DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD :5 3 % 6 % LOW LESS THAN 500 VPD <6% 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION 1V p[]T REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 20304 2016 ROAD & BRIDGE STANDARDS PRIVATE ROAD CROSS SECTION CG C -6 I 1.5" SM-9.5A 22' 251 (PAVEMENT WIDTH) f 3% I 1 COMPACTED SUBGRADE 2" IM-19.OA 5, 6' 3" BM-25.OA SIDEWALK (PLANTING STRIP) 4T PARCEL WIDTH COVERED BY PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) PRIVATE ROAD CROSS SECTION NO Scale ALLEY 1 (WHOLE LENGTH) ALLEY 3 (9+85.27 - 17+25 & 19+65 - 20+55.64) CG-6 - -1 2.5' C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) f-2% TYPICAL (VARIES) SUBGRADE I „ NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. ALLEY CROSS SECTION No Scale CG-2 2 IM-19.0A 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) ALLEY 3 (17+25 - 19+65) ALLEY 4 (WHOLE LENGTH) f 2% TYP C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) En COMPACTED SUBGRADE 2" IM-19.OA 3" BM-25.OA PRIVATE & EMERGENCY ACCESS EASEMENTS NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND ALBEMARLE COUNTY DESIGN STANDARDS. V BEYOND THE BACK OF CURB (TYP.) ALLEY CROSS SECTION No Scale CG-20�5, CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) ALLEY 2 (WHOLE LENGTH) C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) COMPACTED SUBGRADE NOTE: ROAD CROSS SECTION COMPLIES WITH ALBEMARLE COUNTY DESIGN STANDARDS. ALLEY CROSS SECTION No Scale `2" IM-19.13A 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) 0.5' 0.5' .5' 6' (PLANTING STRIP) CG-2 5' SIDEWALK CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) CG-2 (HEIGHT VARIES SEE ROAD PLAN SHEETS FOR AREAS OF FLUSH CURB) Bryan D. Cichocki I� Lie. No. 53741 d&YIONAL GS M E 0 0 rn U N N N > E G E w Q LL o U_i n 0 W O Q j U Go Z W J -UT N Q v z �2 mt CC H X N U K U- �' L o o Q (y1 2 C N Z U' Z U> U1 O O O UJ i M av CC O� DO w W Z CL 0 O J Q z a U p T 21 Z ^ � O 0 DATE > 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE • N.A. • C6 0 T T\ `U) 0 U O > J_ W CID W J !Y Q W LU J' CC LU 0��(( TI Q 06 LL � �O T< O Z i 0 III 0 0 2 0 IDS NO. 47036 SHEET NO. C 1.1 0 c 5 J c L WP-2 1 x 6 CAF 1 x 6 TRIMMEF 2 x 4 RAILS 10'-6 " 4 LF x 4 METAL POST (TYP. CONC. x 6 METAL POSTS 12'-0- PAD 14'-O" 1 x 6 OUTSIDE ELEVATION 3 SIDES VARIES VARIES f IIIIIIIII NOTE: ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVATION 3 SIDES 1/ H C{ FN 12 S7 HINGE DUMPSTER ENCLOSURE DETAILS N.T.S. NOTES: 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING BETWEEN STAIR POST TO BE 6'. ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING FINISHED 12" MIN (TYP.) (MAX.) 1"_{1 1.5"ALUMINUI RAIL (TYP.) 1 x 4^CAP OVER OUTSIDE GATE VIEW .A L,.A10 I an VVFT CCLJ INSIDE GATE VIEW 12" MIN (TYP.) (TYP.) EXP. rJOINT IFINISHE rGRADE A WASH ►I 1'-4" EXP. 8 CORE DRILL CONCRETE FOR JOINT 4 HANDRAIL POST, EMBED 5 HANDRAIL A MINIMUM OF 6" BELOW FINISHED GRADE AND WASH GROUT TO THE FULL DEPTH 4 OF EMBEDMENT (TYP.) 8" 5" # 57 STONE #3 REBAR (12" O.C.) 1-0" _ 4 (2) #5 REBARS, BOTTOM CONTINUOUS, • LAP 2'-2" AT SPLICES OMPACTED SUBGRADE 3" 1,-4„ EXTERIOR STAIRS No Scale CONC. -- STONE 4 x 4 METAL POST UNLESS x ION OTHERWISE NOTED YPPLAN 1 x 6 TRIMMER 3'1 x 6 SIDING 3 3'-O" �i }^ 12" POST ELEVATION CC-3 REV. 9/I 201.02 CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB � 0 O 8' 1 5' 8' 8' 8' TYPICAL I VAN T ACCESSIBLE ACCESSIBLE HANDICAP SPACES N No Scale SIGN SIGN AND POST DETAIL No Scale 1 PAINTED STRIPE 9, (TYPICAL) :7xelq�_1:�9�eNlq STD. U POST GALVANIZED POST TO BE DRIVEN f fHVEO VA. SIGN FOR THE DISABLED ON 0.80 GAUGE PRIG PAWM ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. j PBJALTYIID 550IM - W RETOW AWATOW AWAY ZONEVAACC�6' ABOVE FINISHED GRADE ADA PARKING SIGNS No Scale 2" 5•• p 2" R b(;• 3' •p, p . p. p' SURFACE p p, p, . NOTE 4 �' • �•• o. o. e, • �' �' BASE c p. o o. SUBBASE 7" 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. NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUC OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUS- IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREM FOR CG-7 AS SHOWN IN APPENDIX A OF THE VOOT ROAD D MANUAL. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 CG-7 EDGE EXPAVEMENT EDGE DETERMINED IN FIELD) N N N6�' N N N N N N ====[ TACK COAT THE PROPOSED CONSTRUCTION JOINT rEMTNGYERS PROPOSED ASPHALT LAYERS SUBBASE-------- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EMSTNG ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/R INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) • MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES) 1. ASPHALT PAVEMENT WIDENING SHN.L HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES FINAL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I INCHES MIND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EMIENG PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBACT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TERN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-N LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. 00-rROAD MI) BvRIDG ANDMDS ASPHALT PAVEMENT WIDENING `REFN NCE SLEET 1 OF 1 REV5ION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS i� N PIPES ARE ENCOUNTERED. SHAPE TO ELEVATION OF MIDPOINT OF LARGEST PIPE. SHAPE I CONTOUR I I OF WE I I I I I I I SLOPE TO DRAIN TO INVERT OF OUTLET WE SECTION A -A METHOD OF TREATMENT IN DROP INLETS N° \� SHWDIG OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH THIS DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT Of ON LAUNE. 1 \ SLOPE TO DRAIN TO INVERT OF j OUTLET PIPE DROP INLET IS TO BE FORMED AND CONSTRUCTED IN A WITH APPLICABLE STANDARD OR SPECIAL DRAWING. IN INVERT SHAPING A DE INVERT SHAPING AS DETAILEDMIX HEREON IS TO CONSIST n 3 D CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR v CLASS CLASS CI EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE lP TO 4i1 N DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE II SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ' DETAILS OF AVERT SHIPNG AS SHOWN HEREON ARE FOR EXAMPLE - PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET ARD OUTLET CONFGURATION AID FLOW LINES. PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES XND(3F SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET , OF , REV510N DATE MANHOLE & INLET INVERTS 106.08 I VIRGINIA DEPARTMENT OF TRANSPORTATION I 302 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REV. 9/ 201.04 2016 ROAD & BRIDGE STANDARDS NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRANAGE LAYER, THE BOTTOM OF THE CURB MID GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN MOOR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB PAID GUTTER IS USED, THE STANDARD ENTRANCE CUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" R 2" � V R D D D D D D 1„ 1 e o e o T� ' = - - - - - - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A j^ 7" -� T-0" MIN. DEPTH OF T• IS MANTAINED COMBINATION 4" CURB & GUTTER VIRGINIA DEQARTMENT OF TRANSQORTATION 105 502 Bryan D. Cichocki be. No. 53741 m E CD CIDO OM OM C > E a E w < w v 3 Q LL 3 O p U. - wO ` YEy LM d_j VQD Z - En O d 7 N (0 W N 4 w -r CL 30'x W W ur) i v ry Z 2 O o0 Fv<M Uri U) IUD U) 0 OA > Lu � M d Lu Q m � �w CDU W 2 Qui CL ti wLD � o J 2 a W I- 0 v DATE 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 06 O 1� 0 T� V , O Q Cn J > W CIOOC cac W ' G W J co 1 I Q 06 LL D O �T O Z mi O O 2 O U) JOB NO. 47036 SHEET NO. C1.2 m 2 C 44 MIN. 3r 3Y MN. I BYPASS 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 (1 1/2" METER) NITS FIG. W-7B � q•, 6' MIN.17.Y-� B' MN. a �e 1 1 YIN. I..I•-17.5-.•'� WINGNUT LOOKING ASSEMBLY TIN � j• •" 4" DIAMETEF AND VALVE WATER ON-LINE (TYPE ""B"") PLUG THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING V 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 "A") TYPICAL BLOW -OFF ASSEMBLY NTS --- FIG. W-8 FD-19 AIR RELEASE VALVE � BRONZE GATE BRASS OR BRONZE PIPE -� NOTES: 1) A PRECAST MANHOLE CONE AND COVER NTH 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 FIG. W-9 TD-20 VARIES BOX TO METER BOX (SEE FIG. W-60 THRU W--7E). VARIES` Y COPPER WATER MAIN.M.J. FITTING PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4' UNLESS OTHERWISE SPECIFIED BY THE ACSA • SERVICE LINE TO CONNECFAT MAIN WITH X"x4'TEE. • REFER TO FIG. W-3 FOR THRUST' BLOCK DETAILS ON TEE. • REFERTOFIG.W-S 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. • USE 25M P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-60 COVER LIFT NOTCH 12 3/8" r WATER CAST IRON LID V NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-11' METERS) NTS FIG. W-7 TDTD13 PETER SIZE DIMENSBBd A 1MMENSI IN B OIMEMSBIN C 1 1/2' 3'1' S'd 318' B' 3.1' S'0• 5,61 MIN. 4' 5' MIN. iP' MIN. ' GREATER THAN 4' PROPOSALS W11L BE SUBMITTED, i B i DOOR HINGES r------ 1 -----� I I I I I I i I I I I I I I I I LIFT HANDLE TYPICAL METER VAULT N.T.S. FIG, W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36• ALUMINUM ACCESS iATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. T LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 18'-2Y ALVE BOX 7 CU. FT. #68 STONE 42"MIN 6" GATE VALVE . I"'' " s TEE 2500 P.S.I. CONCRETE BASE AND THRUST JI;� R /I 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 � USED AS ADD17IONAL 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 a a a ��2 �'o"i 9tmG � •l�o �m ��w@� 'GCS oa � :I 1 • M.J. GATE VALVE WATER LINE i' L- i . . 2500 P.S.I. CONCRETE '• Al ° 2'x 2' BEARING AREA. THRUST BLOCK d NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE i' COMPRESSION x 31e MALE PIPE COUPUNG OR APPROVED EQUAL Y TYPE SOFT COPPER NOTE ND sWEAREO nmX= I I DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. NTS FIG. W-5 TD-9 0 / FOR USE ON ATTACHED SINGLE FAMILY RESIDENTAL SERVICES OR DUAL RESIDENIIAL AND IRRIGATION SERVICES. 2' it ^' MMPRESSIDN x J/4' MAI£ PIPE COUPLING PPROWD EQUAL '0R USE ON DETACHED SINGLE FAMILY iESIDENTAL SERVICE WHERE AN IRRIGATION AETER IS NOT PROMDED. CAST IRON uD _PIMSHED GRADE 3B- INK -COPPERSETTFII 1/8 BEND CDUPIING� - tA, METER CORPORATION STOP BRICK AS n. ..:.. NECESSARY SAND OR DUST UNDER 4• DIAMETER pRNN PIPE, tY BOX AND SETTER (2-INCH 4 LONG STONE POCKET, MT MINIMUM THICKNESS) t>._,.`y; <<<y SPEC. 203, N0. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A - FOR BENDS B" & 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 ZE A B C D E F 4" - e V- 2'-3 2'I 1'-2 2' 1 1/4 Or Y- 3'-0 2'-B' 1'-6 2'-S' 1 1 4" 11 1/4- /0" 2'-9 S-9 2'-6' 2'-0 3'-0 2" 3'_3. S-0" V-6" 2 I/2" 4' - 8 2'-6" 3' B" 3'-0 4' -3' 7-e Y-s" 3'-r 2' 22 1/9' 10" 3'-3" 5' T-0 ?- 3'-9 2' 1Y 3'-9" 6'-3 3'-6" 4'-3 2- Is" 5'-0 7'-8 --0 3'-3' 9'-0" 5'- 21 4• - B" 3'-0" 6'-0 3'-0" 3'-3" 3'-S 21 4' 8' 3'-B 8'-8 3'-0' 3'-e" 3'-9' 21 4' 4S 10" 4'- 7-e 3'-0. 4'- 5'- 2 1 4 12' 5'-3 W- S-3' 5'-0 5'-9 2 1/Y 11'- S-B" 9'- Y-3- 2 1 3" THREAD 1 NOMIN�NSIDE DIAMETER EXTRA STRONG STEEL PIPE B N CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A Top Vlew Q.: ° , 6" MINIMUM 4' MINIMUM 4" MINIMUM d . • F d O °.v NOTE: RESTRAINED JOINT FITTINGS. Side Mew -Fi " MinimumpqQ I la A a Galvanized Steel Beam, I I a W12 x 14 (min. size) .° 3' min. penetration into undtaturbed soil or as approved by the ACSA. NTS FIG. W-3B TDTD=S ASTM A38 AND HEX NUT AMU A588 (TYP) UNDISTURBED EARTH /- UNDISTURBED 2 - 3/4" DIA / SOIL (TV) ALL -THREAD ROD ✓ �: �:N'' WATER MAIN , U ® it zo �3 VALVE -� •" is 24" MIN UNDISTURBED EARTH PLAN CLASS A-3 CONCRETE MN �" EGA -LUG J ' 14L°Lb . ♦ ..4 44"S$ ::titi�i4°ie''S•S°b.:,•q••�iSPtio "ly:.•,$1:titi`ti:°s: 18" ... MIN Ne 8" ELEVATION UNDISTURBED EAR T ENCH 24" MIN WIDTH MIN 1 z I ' � SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GNEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTDR 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 NIS Fig. W-30 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES -ldi>-a•- 10" I 5' 1 1 - I 1 5'. 1 F WATER SEWER 3 A 13 C: £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER &SEWER 30' MINIMUM 1K SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT go' TO THE RIGHT OF WAY, UTILITY LOCATIONS Sc EASEMENT WIDTHS NTS FIG W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 724VN, INITIAL BACKFILL „241 Ir * 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 1 UNSTABLE B' 6 B• B. SOIL MIN. MIN MIN. #68 STONE �_ =-GRANULAR FILL AS APPROVED BY ACSA STA 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 NTS FIG. W-2 - PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. CU.YD. BEND L H T L H i 90 2.50 250 3.01 0.24 4' & 8' 45 2.00 225 260 0.15 200 225 2.5D 0.15 221/2 1.50 200 2.52 0.10 111/4 1.50 200 250 0.10 90 3.66 3.16 3.21 0.48 45 2.65 266 2.77 0.26 B. 221/2 1.88 218 289 0.13 3.16 2.91 266 0.32 111/4 1.68 218 2.67 0.13 90 4.83 3.83 3.42 0.83 45 3.33 3.58 295 0.43 3.83 4.00 283 0.52 22 1/2 2.33 2.58 2-86 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 FIG. W 3 TD-3 Bryan D. Cichocki Z Lie. No. 53741 M E 0 rn u N Vi N C > E w a E y 1L o 3 U. �w 0 m of j U 000 Z J - Ln O F•1 d � N N Hai V CL �0 �x U < K N LL U 1 un Q O N U N Z Z �U>No OOOO N M LU m av C) :D �� tiW W � Ln W �� 0 °n J Q Z � a x f- �w N 1V = Q \ Q \ z n � 0 u DATE � 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE • N.A. 0 C6 0 0 V 1 \) 3z U O > J_ W J Q UJ w p Q 06 Lu O W G/' 0 O Z I� 0 0 2 0 IOB NO. 47036 SHEET NO. C1.3 0 c 5 ai J c L H OF SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE NOTE, MIN, 60' DIAMETER MANHOLE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE REQUIRED. TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED o F, Bryan D. Cichocki 'Z TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL KH RYP )STEP DROP INNS-E PVC GROSS .41 Z - r~ lac. No. 53741 . BE CONNECTED USING A PIPE SADDLE. GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% " dy �TAPPROVED FLEXIBLE RUBBER "P /=� 3. MINIMUM (1/4" PER FOOT) �Q o2 �'� / ZG o 3000 PSI CONC. BASE�IONALROADWAY 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN } [L 4 DIAMETER OF 4". GASKETED STOP COUPLING BENCH SLOPED TO FLOW5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER o 27' CHANNEL 1/4" : 1' MIN OF 3 FEET. `•''P PIPEPIPE STRAPSM(STAINLESS STEEL) SPACED EVERY .'n„+: -_ ,SALT . • • a <2' VERTICALLY ; :..ii *SMEW /i \ i Al uTREATED NX4 NFINISHED GROUND MARKER 90' RESTRAINED BEND •;, i Y `1 BRANCH ¢ O c zSM m �( 12' �_ E >PAVEMENT i E EIEM 4. AIN Lu 42' MIN. IPE - 4. 2" QLL j 3 LL 0,25' MIN. THICKNESS ��STAINLESS 42' MIN. PAN _ m ~ w L STEEL CASING �y BOTH ENDS Q_j U W d w Z I I I PLUG END OF PROFILE w FJ" o rn O d v I I SERVICE LATERAL TION MAIN LINEfIN MIN: 6' BEDDING WITH NO. 68 STONE w N N M .~a. e; 1.HEIGHTOFTHEVERTICALDROPPIPEWILLBEDETERMINEDBYTHEACSA,BUTSHALLNOTBELESSTHANTWO FLEXIBLE CONNECTION N��' a Z H� CK U 2'-V 7' OR 8' 7' DR S'� (z}FEEr. WITH STAINLESS STEEL ALL CONNECTIONS TO a o N2. *2'-0' VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL � W DitLUCTILE mayZ IRON PIPE 16' OR 20' JOINT OF DS, I �� THE DROP FITTING WfTH STANDARD GASKET101NT. I j BE CORED AND A FLEXIBLE "BOOT " = c u U' Z'STRAINED JOINTS) 3.VERTICALOROPPIPESHALLBESTRAPPEDTOTHEMANHOLEATPIPEIOINTS.STRAPSSHALLBEMADEOF NONAED a ONOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF STAINLESSSTEEL O°NLr; i2. PAVEMENT, WHICHEVER IS GREATER. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECIION DISCHARGE POINT aW ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. EE TO SPRING LINEOF MANHOLE INVERT. d CK jCD MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT. P LAN S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TYPICAL MANHOLE PLAN 00 I- �3, 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT90 DEGREES FROM THE ACCESS STEPS.ER � RIES Z 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12• DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - N W TYPICAL STEEL SLEEVE INSTALLATION TWO B" DIAMETER DROP CONNECTIONS. CL R UNDER ROADWAYS CKaU SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NITS o O N.T.S � N.T.S. N.T.S. FIG. W-10 FIG. S-1-B L=a ¢ Q FIG. S-2 FlG. S-1-C2 Z CK S TD-33 TD-30 TD-27 = H pw N rV S Q U p ti O Q \ W �E FRAME & COVER o DATE FRAME & COVER (SEE FIG. S-I-D,E) U) E SEE FIG. S-I-D, E > NING BACKFlLL SHALL mN 6 o u STREET SURFACE OR NON -PAVED AREA R NON-PAVEDAREA O 111812021 ONTAIN ROCK MATERIAL g 8m } 36R THAN 5" IN ANY 0 ° va E SLOPED AREA SLOPED AREA -'� DRAWN BY SION EB ZN ° a EMV. ``.'.r:;'"=M' MAX z-O RUBBER COATED STEEL STEPS a CAST IN PLACE =='sT.c�:i1"r.;•Yee MAX C. GAYNER L BACKMLL* ivy 1'-0" 8"MINLIFTS) e EMBEDMENT OROUGHLY COMPACTED fALL _ "0" PRECAST REINFORCED CONCRETESPRING 2'-0" DESIGNED BY LINE Y HAND OR APPROVED ECHANICAL TAMPER i s E 51< E zOSECTIONS E WITH RING SEALS a OR APPROVED EQUAL vN0. • C. GAYNER OF PIPE NCHING ea RUBBER COATED STEEL 3'-0" MIN CHECKED BY 68 STONE - DING �g o aTHE Y-0" MIN DROP CONNECTION SHALL 13E STEPS CAST IN PLACE a max 4" min x.. 9 ao c;DUCTILE E 6 G/ �_ ° IRON PIPE (CLASS 50 0 5" BACKFILLED IN 6" LAYERS AN9 PRECAST REINFORCED SECTIONS NDATION SHALL BE IRED WH N SOIL E N �_, E". E E COMPACTED BY HAND TAMPERS OR 12 MIN ® BACKFlLLED WITH SELF-COMPACTINGW CONCRETE 12" MIN "0" RING SEALS 16" MAX 8. CICHOCKI SCALE DITIONS ARE UNSTABLE - 3 �� 16' Max STONE. MINIMUM ELEVATION �<-. DIFFERENCE ACROSS M.H. 5" 4'-0" PIPE) E 5" • N.A. �E by MINIMUM ELEVATION DIFFERENCE 12'MIN 12"MIN FROM INLET TO OUTLET +o2 "m_, .' ACROSS M.H. FROM INLET TO VARI 4 OUTLET SHALL BE 0.20 FEET SHALL BE 0.20 FEET. VARIES CONCRETE •' .,, • .' A FILLETED INVERT FOR A SMOOTH DEPTH L FLOW �FlLLETS CHANNEL TO BE • � � � TRANSITION OF FLOW BETWEEN 3/4 DIAMETER OF 1 NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O .1., INLET &INLET PIPE SHALL BE ' • 4 PROVIDED. 12" ; tr: s'"';. ::...o' CONTRIBUTING SEYVER. jT� 'b ':a•• '.I 12" • J BACKHL ED ENTIRELY WITH NO. 21A FT ri A FILLETED INVERT FOR A SM00 • J STONE. FOR DUCTILE IRON PIPE THE BOTTOM THE TRENCH SHALL BE SCRAPED 3/4 DIA OF LARGEST PIPE IN MANHOLE TRANSITION OF FLOW BETWEE2. INLET & OUTLET PIPE SHALL BE M AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 SHALL BE PROVIDED' a - P E, E g ° 2 MIN. 6" BEDDING WITH NO. 68 STONE MIN PROVIDED. . 6" BEDDING�/STONE 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" �� E NOTES: NOTE : W/ NO. 68 STONE W1 BEDDING OF NO. 68 STONE ' N 8" Am sib' n� 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE I SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE ftk O O O 3. ALL JOINT'S, LIFT HOLES INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. 1 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TYPICAL SEWER PIPE DESIGN ON SEWERS WITH STEEP SLOPES. INSIDE AND OUT. \ TYPICAL MANHOLE SECTION INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER TIE-IN TYPICAL MANHOLE WITH DROP CONNECTION SHOWING BRANCH N.T.S S-I-D , ^ NITSFIG N.T.S \J , FIG. S-3 MTS FIG. S-1-A TD-31 { FlG- S-I-C � V ( l TD-34 10-28 TD-25 OQ vJ PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE �- --- WITH PART V. SECTION G OF THESE SPECIFICATIONS. i J co U-1 J SLOPED AREA RUBBER COATED STEEL STEPS CAST IN PLACE FRAME & COVER •,' , 4' Q W (4) ,• Wm"J uA xwa RR ax siY (eaymp q, 27 1/2- OR 1 i/2' 0 B9LT WNwe. 1/4- ] "'mJ 7. 2[66>mm]w SEE FIG. S-I-D, E PRECAST REINFORCED CONCRETE •T°:� • . ': DOGHOUSE BASE• ONCONCRETEBLOCKS •, SEWER PIPE EXISTING SANITARY ' m Q �- -� [t76mm] I- 24' DIA [606mm] SECTIONS WITH "O" RING SEALS OR APPROVED EQUAL 1'-0" MAX 2-0 :. . . ` DOGHOUSE OPENING SHALL . +', ° BE PREFORMED BY', % A MIN. 12" CLEARANCE ' ! • BETWEEN EXISTING PIPE MANUFACTURER OR •• A'Y. AND STONE BEDDING SAW CUT FIT PIPE '• T {.."1. • J Q O 06 ze 7/1e• ow-� s/e. [722mm] [i6mm] A FITTING MAY BE OUTSIDE DIAMATER"". IA ,ay PLUS B". THICK W ��, ///•�� Z 1') W 0 0 36' Dw " 26' AREQUIRED p W1TI'1 ACSA APPROVAL No. NE No. 88 STONE BEDDING O Eel .1 [66Dmm 1 7/2' FRAMESECTION 13/16" [38mn(j a 8"XB"X16" AND 4*XB'X16" SOLID CONCRETE BLOCKS ` O u z [20mMI 2• (51mm) u7mns D¢cEss2o Eursx) THE DROP CONNECTION SHALL BE 3'-0" MIN DUCTILE IRON PIPE. (CLASS 501 CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE BACKFTLLED IN 6" LAYERS AN [zomm7 NI A1 3i/r 1/2• 5P Rr 171- nG [t3mm]� ► 22 13/16 p COMPACTED BY HAND TAMPERS OR + ' S" BACK TILLED WITH SELF -COMPACTING Jr- STONE. rn nnunu nurrrr...... nr nrnnr ninnrnnn,nnnnnrnnrnnunr,:nrninin uriinrnnrinn MANHOLE FILL DOGHOUSE OPENING 2 1/e' 3 13/16' L0 ABOVE BASE SHALL AROUND PIPE [64mm 3/3'E97] 25 ] e t1/1S' 1 0/I• I635mm] I33mmI G/16' O.D. OF OR GROOVE [17mm] [14mm] SECTION VIEW 1 Da /4' Dw 18 MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO ® OUTLET SHALL BE 0.20 FEET 5• ON CONSTRUCTED `�� AS SHOWN WIN 3,000 PSI CONCRETE 0R NON -SHRINKING GROUT Q I � ASBpI6LY NEOPRENE C-/SXEf PETAL E14E G 12"MIN 12"MIN � A FILLETED INVERT FOR A SMOOTH (2) MHR 1/16 X 5/8 X 1 1/2 VAR IE _ TRANSITION OF FLOW BETWEEN O S fL (2) conO .1800, RUBBER PARr� p0661p16 SEW PK%NW6 5mm t 3/e' (2) e T 6/6-11M 1/2 s6 .• INLET &INLET PIPE SHALL BE ALLOW CONCRETE WRAP EXISTING PIPE WITH 09 .2400 [41mm PARrI apeel2w V2" PtN4 MEW 1 1/6' (zemm) Du eoss [&D'D 113mm � o�L STAM139 srm. Roo vAORr/�""ppaeiile ,so � ss ... PROVIDED. A � � � �� FITTING DIMENSION VARIES WITH SLOPE. TO FLOW A MIN. 1'-0" BEYOND BASE NEOPRENE GASKET MATERIAL IN � STRUCTURE BEFORE FILLING THE OPENING O PIGKBAR a LOOO.UG HOLE DETAIL NOTES: '!) NU! XX 6/N-11 2N HttIE pmetza4 ' ' r Q 12 •, . LY. P •' ':..:1 ° ° •? °:.4. ' iP� 01. NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON � EACH SIDE OF OPENING ALTERNATIVE OEBE FOR ALL MANHq.E6 1NTHIN 10p YEAR i1pODPWN OR LOCATED IN AREAS SUBJECT TO FLODgNO SHALLMED. NAVE RATFRTI6XT FRAME @COVER) NUT N% JAX 6/8-11 ZN3/4 NULL 7(2) F O FRA EST TH LO LU SONR SNUA # COBB1220 3 couExs sHAtL SE Flx6o Tp FRAMEs N1Tx Locwxc wcs w1 s1ut1P ASSOMY. DIA �' LARGEST2 PIPE IN MANHOLE 12" MIN. CAST -IN PLACE 1,3,000 TYPICAL WATERTIGHT orsn'P p oo uses PSI CONCRETE BASE MANHOLE FRAME & COVER LOCK LUG ASSEMBLY MIN. 6" BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW N.T.S FIGS-I-E NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE rniuun...... nnn un...... nnnnunurn,nnnn urnun nrn n: r...... in nnu nnunur NOTES: 1 1 TD-32 SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING O 3. ALL ,JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED PIPE. INSIDE AND OUT. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" , ^ V I OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE - BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE DROP CONNECTION TYPICAL MANHOLE BASE IOB NO. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 47036 NTS N.T.S FIG. S-1-CI FIG. S-1-Al SHEET NO. C I A TO-20 TD-26 L F- \103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C1.0-NOTES & DETAILS.dwg I Plotted on 8/11/2022 1:01 PM 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 auroose whatsoever. inclusive. but not hn,ded to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. ••�i • • 4 l� r N I i dI J THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com DATE REVISION DESCRIPTION 2 Ug m = N = a 812012021 COUNTY COMMENTS #1 12 17 2021 COUNTY COMMENTS #2 N m p A m C o A C m o n W K b TIMMONS GROUP .•-':'•. 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 S O U T H W O O D PHASE 1 BLOCKS 9 10 & 11 n M DATE REVISION DESCRIPTION N = n n o 7/11/2022 UPDATED PER REVISED GRADING m ? D n Z °y 81912022 FINAL SITE PLAN RESUBMISSION w o COUNTY OF ALBEMARLE, VA n m o o z o z Z o m 01 FIRE FLOW DATA R < A A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. L E Y IS 0 N g DESIGN CRITERIA • 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 WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS 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 • .VERAGE DAILY DEMANDS: •• RESIDENTIAL UNITS: • FLOW FACTOR = 270 GPD / UNIT .•• DURATION ee 24 HOURS 000 AVERAGE DAILY DEMAND = 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK •• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT •• BLOCK 3: ••• RESIDENTIAL UNITS = 22 ••• AVERAGE DAILY DEMAND = 4A 3 GPM AT J-11 • : BLOCK 4: .• RESIDENTIAL UNITS = 10 ••• AVERAGE DAILY DEMAND = 1-88 GPM AT J-12 •• BLOCK 5: ••• RESIDENTIAL UNITS ei 71 •• AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 at BLOCK ••• RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.13 GPM AT J-11 •:.• BLOCK7: RESIDENTIAL •e• AVERAGE UNITS DAILY DEMAND ee 1.13 GPM AT J-14 so BLOCK 8: RESIDENTIAL UNITS ee 5 AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 .. BLOCKS 9-11: • .0MIDAPARTMENTS FLOW FACTOR 60270 GPD / UNIT •••• TOTAL DEMAND = 18,630 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND ei 12.94 GPM ••• TOWNHOMES ee 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 6.00 GPM ••• STUDIO APARTMENTS = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPO .••. DURATION = 24 HOURS •a•• AVERAGE DAILY DEMAND = 6.00 GPM ••• BREEZEWAY UNITS = 116 UNITS •ll FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 31,320 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND er 21.75 GPM AVERAGE ANDS FOR MIDRISE APARTMENTS, ••••• TOWN OMESLSTDUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (46.69 GPM) AND SPLIT EVENLY (15.56 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 •• BLOCK 12: • .0ONE B OW FACTOR = 70 GPD I ee 15 UNIT .• •••• TOTAL DEMAND ee 4,050 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 2.81 GPM AT J-2 ••• TWO BEDROOM RESIDENTIAL UNITS = 65 FLOW FACTOR = 270 GPD / UNIT ••.. TOTAL DEMAND = 17,550 GPD •••• DURATION = 24 HOURS AVERAGE DAILY •••• COMMERCIAL KITCHEN DEMANDei 19 GPM AT J-2 • 5,000 SF •••• FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS •• AVERAGE DAILY S00 DEMAND AND ei 6.94 GPM AT J-2 •.. RETAIL SPACE •••• FLOW FACTOR ee 250 GPD / 1,000 SF •••• TOTAL DEMAND = 1,250 GPD •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 1.74 GPM AT J-2 ••• PHA LEASING AND COMMUNITY SPACE = 3,200 SF .••. FLOW FACTOR = 175 GPD / 1,000 SF •••• TOTAL DEMAND = 560 GPD •••• DURATION = 8 HOURS •••• AVERAGE DAILY DEMAND ei 1.17 GPM AT J-2 •:•• FUTURE RESIDENTIAL UNITS UNITS ei 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 ••• AVERAGE DAILY DEMAND te 46.88 GPM AT J-15 • MAXIMUM DAILY DEMAND ie AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2,75 • a• ISO DEMAND 50 GPM EACH AT H-2 AND H-3 CONCLUSION Is 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. is 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. • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE OPERATIONAL AND PERMIT CAPACITY. RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE fnsti ntanaous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT NOrNushist9lMg kL4rs41Cllpn PI ll t yncbburg Road and Hickory Street HYDRANT FLOW TEST Test Date: 12/19/2019 lest Tl a 1DAOa.m. 60' StaticPressure _ 2PSI - - - ft ay Residual Pressure 59 P51 �•° to Observed Flow: 1,313 GPM � Note: 1 ote ow test results were provided 50 - at by Albemarle County Service Authority, `'aa al r _ 40 .� as burned Flow ` als, .Projected Fit- DISCWME R: The 9owtest resuhs are based upon information gathered at the time the test was performed. The 10 variability of the water system due to changes in usage demand and operating conditions Precludes guarantee that expectations regarding available pressures and flows will be exadng Projected flow beyond the observed flow is on IV an estimation. n 0 1,000 2,000 3A00 4,000 5,000 61 Flow(eeY) FFF - 9301 ' -. egend - I cv xyunm -1i ove... NIP III 4z x°IIn S°rvlca, I.... -Ph mornat• PmroowranMP / * In s•rvke. Ata/, ow'MI j_ - _ - Stege RealdUal Hydrant <CSA Is. Lin. SArr Maln nuY 1,M _ `i al Y091 1203 P.taeew.or - ii - • / Flow Hydrant � - m�o - 1' � 9H aVo ny rea'wn Pumpsu•pn ' / f � r ey r e� J c o Rr. D, erie Serviceuth6rity v.amw,�DmM,f CwbJA�a-n• -. r_ .m.. _....err. FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J4 J-5 J-6 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-6 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 488.5 490.2 492.2 489.1 466.8 461.3 453.2 443.2 440.5 436.9 432.9 440.4 444.2 457.0 461.8 455.6 451.3 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 STATIC 66-9 66.2 65-4 66.7 76-3 787 82.2 86-5 877 89.3 91-0 87-8 86.1 80-6 78.5 81.2 83.0 62-0 664 65.9 72-9 79.2 ad 86.7 91.0 87-5 82-3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65.2 66.5 76A 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 64.0 86.4 90.7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MDD) 66.6 65.9 65.0 66.3 75.7 7&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 (PHD) 66.3 65.4 64.5 65.7 74.9 7T1 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 82.4 84.8 89.0 85.5 80.3 80.6 PHD + ISO DEMAND 48A 45,0 39.8 41.0 50A 52.3 55.7 59.9 61.0 62.6 64.3 61.0 %4 53.8 51.7 54.4 56.3 48.0 45.9 40.0 46.9 52.8 5T6 60.0 64.2 60.1 55.6 - _55.9 AVAILABLE FIRE FLOW (GPM) ISO FIRE FLOW CALCULATIONS 8- UNITTOWNHOUSE- KENRIDGE MODEL 1,000 8-UNITTOWNHOSUE-ASHTON 1,000 CONDO BUILDING 1,500 PIPE REPORT LABEL LENGTH (FT) DIA (IN.) P-1 409 12 P-2 246 12 P-3 30 12 P4 178 12 P-5 26 12 P-6 124 8 P-7 290 8 P-8 166 8 P-9 167 0 P-10 39 8 P-11 238 ] 8 P-12 165 8 P-13 183 P-14 14 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 of Report 12/20/2019 �"�,,, Test Report Se'r yeani,,,- „,,,,, Location OLD LYNCHhLRG RD ' ° ° ~ a a a8 Ax n ® ` ` Date and Time of Test 12/19/2019 10:00:00 AM ® a a a ® ' Minutes of Flow 2 a .@ �aea ® e v a ay a6s Pipe Size (inches) 12 nee.®e® " e -:; a m s a sa ea is o - •' e® Pressure Hydrant 12032_ w vain amen 7 • Static Pressure (Pal) ®� P F ®peaasa l� v ®03 va soaa -. �, rc n e'er" e UW[3O Residual Pressure (pal) 59 - Q20 Looped I Q20 Multiple lnlire Hydrants Q20 Single Flow Sprinkler Test Single Flow �bS Jf, Ise Flow Hydrant ai 12030 Pitot Prersure gl (psi) 62 Yellow el Test howl _ 1313 n ^ Flow Hydrant a2 Pitot premium ■2(psi) Yellow Test Flow 0 _ Flow Hydrant•3 Pitot Pressure g3(psl) yell"3 Test Flovi 0 _t„a nb Total Estimated Flow lapel 1313 o g a as 'T& ®®„ z°n�" 9 a w` e r `� a no a i e a _ "Hra♦ - ^n oa gip.. a aM .. AWWA Q20 Calcolatlon lap-) g] a • ® ama . Sga w a.-.'°�-o o.� e� `® "•-a� e _ "." 1n,pe ® �n - Comments - P " - o a Hydrants opened all the way. One pump running at Mosby a� a a®° .P as `P a - Mountain pump station ° a d n e f>A an ®e maw a �e ° J Estimated Consumption (Rai) 2626 el ° q For use fn, water s."ll us 9 ®°° a c 1 ___ //L��_...�1II . Signature Tester s: a E of Otl�_I/. a a e in o aom�ae- Q ae �m �n o�aa a na ❑ e`er-®w - d ..0°P®� �'•�ao ^LV oo `8y � oa ❑mP ® _- re • dpC�r s •ce s •or. a ain - no._ '" a s a N g a° au a a® a s no- a - n a� rah "ao- e • _Pa •� n pnR, . a,.d,°yea o° as �.Ia o �_ m� a s _ .,p o . °-a a R - a� e a w. a, a„ a a° a°'a ®® ea g a� tea. ®' _ m .,. - c• a awn® IF ® .. 6RUCE B. STRICKf M dR Zia No. 056612 ion 922/17�2021� H 0 N it U, pW S O O DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY SCALE N. T. S. Too -I w V QLife) id Jre J I� Z LU w t / 3 I E� 0 1 EL t--I ra z �do or w a > Q c a LLZ N J hts O m U If JW fH as m J 'o waZ >°�` LU .0 Z 0�} y LUU 0 20 c 2 UJ `� • L a $ � r O rn an c9 3 w O ED LL � n LLI 'o_ t Q us E M 0 2 � n a3 m 0 c _ in Z) m Cc .15 IS O moN w p V^ / c E � c x n 9 w reb 0 IS 108 NO. 8in c M V 40919 in SHEET NO. he o C9.1 m F E Bryan D. Cichocki Lie. No. 53741 si ONAL .Gif t7 N Z 0 f f Z O K U in W 0 0 Z O U ur) LU K m 0 Z) tll WCk� W CL a O � Q J z DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. T\ V i U O' l< W LU C) Q LU cc J O LL Q J w O LL (r mow v/ / Z LL Q U LL T U i 0 O O Fee- Z) O V/ L ]OB NO. 47036 SHEET NO. C1.6 Bryan D. Cichocki 'Z t) lie. No. 53741 12 12 PRE-ENGINEERED WOOD 71 17 ROOF TRUSSES Y 0 df/ MEAN ROOF HEIGHT MANUFACTURER O.C. SIONAL 4/10-VO INSULATION SEE SPECS o 0 rn U HEEL HEIGHT -0" N c N EAVE F P T HEIGHT - -- — - — - -— W ai E WINDOW H.H._ __ —_ __ _—_ _ _____ —_____ __ _______—_— W > 3 Q LL o BEDROOM 3 CL. BATH MASTER W.I.C. MASTER BATH d W L " J U m Z W J —In O 7 Z H y cK U SECOND FLOOR ~ U) W X N < M TOP OF PLATE __________ U, _ N Z U' Z W WINDOW H.H. _ _—___—_—_ U Ln, > vi O O O W c N K ti W D 7 C CO 0 CO U v m O W U) W U) KITCHEN DINING FAMILY ROOM r �5 Ui N Q U FIRST FLOOR _ _ _ _ _ O= O U N N TOP OF PLATE O z WINDOW H.H. K _ _ _ _ _ _ _ - _ - _ _ _ _ _ _ _ _ _ CK rN 19'-8" IN > W NO N = Q m GARAGE MECH. CL. STUDY / OPT. z BEDROOM o U) DATE TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: > 4" CONC SLAB ON GRADE W/6"X6" #1.4/1.4 ON Of TOP OF SLAB 6 MIL POLY VAPOR BARRIER ON 4" GRAVEL FILL 111812021 CONC. FTNG.(SEE STRUCTURE) O DRAWN BY - m 4CONc. SLAB w16x6xw1.4x1.4 4" PERF. DRAIN TILE W.W.F ON 6 MIL POLYETHnENE C. GAYNER VAPOR BARRIER ON 4" CRUSHED STONE • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE • N.A. 1M�/ 12 PRE-ENGINEERED WOOD W 7 ROOF TRUSSES BY MEAN ROOF HEIGHT MANUFACTURER @ 24" O.C. O INSULATION SEE SPECS HEEL HEIGHT HEIGHT - — - — - v/�, W 0 WINDOW H.H.__ �■ O m i 2 BEDROOM 3 CL. BATH W.I.C. MASTER BEDROOM U >Z O > SECOND FLOOR _ J I N TOP OF PLATE Q U) wWINDOW H.H. - - - - - - _ - - - - - - __ _ ' W Z O q m O Q af 0 KITCHEN GREAT ROOM ro \Q (3 com c /■�/��■ r / a N ' z W < QJ o W FIRST FLOOR N N TOP OF PLATEz z _ 0 0 GARAGE 0O MECH. REC. ROOM a m O m TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: 4" CONC SLAB ON GRADE W/6"X6" #1.4/1.4 ON 5 6 MIL POLY VAPOR BARRIER ON 4' GRAVEL FILL CONCRETE FOUNDATION TOP OF SLAB _ _ _ _ _eF 1tR' / F9�LLI I Ll WALL (SEE STRUCTURE) T 3%slope = 9' _ CONC. FTNG.(SEE STRUCTURE) rn L a' conic. sLAe wlsxsxwl.axLa 14_4" PERF. DRAIN TILE r 25-0" VAPOR BARRIER ON4 CRUSHED STONE O 1OB NO. BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. 47036 SHEET NO. C1.7 L �.'' I/1 14i Nilm n ---------------------- OPEN - r-------------J I------------ — ---I I 1— — — — — — — — LT_ - - — — — — — — — — — — — — — — — J 2 SIDE ELEVATION 1 A2.1 1/4" = 1 -O^ T.O.WALL /1 1T-0" MIRATEC 5/4X4 CORNER BOARD, TYP. MIRATEC 5/4" X 4" WINDOW TRIM, TYP. LEVEL 2 9' . p - Z HARDIE BOARD AND BATTEN OVER - 1" ZIP SYSTEM R-6 SHEATHING OVER 2 X 6 WOOD STUDS AT V-4" O.C. WITH R-21 MINIMUM BLOWN CELLULOSE (SILL SEALER GASKET AT SLAB) -BASEMENT LEVE__ -9'_0 ZI T.O. FOOTING _ -11' - 0 L m 911 IJ — — _ — �I----------J H------------ L— — — — _ — — — — — — — 3 SIDE ELEVATION 2 A2.1 1/4' - 1 _a SHINGLESARCH ITECTU PAL SHINGLES, TYP. 5/4" X 4" RAKE MIRATEC TRIM. NO OVERHANG. TRIM WILL REMAIN TIGHT TO WALL. TYP. T=O.WAL 1T_0. GRAPHIC SCALE - 1/4" = 1'-0" 0 4'-0" 8 -01, 12 of BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. Bryan D. Cichocki ' e Lie. No. 53741�� M E O O U N � N C > E v E w Lu Q LL o 3 0 i n W 0 Ip U m z — Ln N O v z� v� CC 3:0 �x N < U < K w O 04 N 2 c N z U Z O Oti �UQv1Di N M av CK m Oco 00F tiW Lu Z K W ui C uj 0 J Q z CK S H N N S Q \ U 0 Q � \ z O U7 DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 1� 06 0 V / 0 U) L W 2 ce 0 U � J' Qw coJ 1 L7 tY 2: Z CO rl Q 0 LL Lu O ~ z w J O w U Z 0 0 5 0 °° 2 0 V/ 1OB NO. 47036 SHEET NO. C1.8 0 c a ro N C L • • •. I I - ISBN WIN , 'I -I I , I- +4 III I' I L - I, � � � •VL �_/�� I//f'�- � i-�._'` �=i�►� ;gi/i. ��J.:/91'�� ..�.:�_ 7.�iT" -. �-��1 7�'it►�'i `L,a �� / / - I .•.. - 11 ♦AG y♦1 f•! ��ii� 1 �4"� �1`'A ►•ij l f•, r��,. • - ..+� : .•15 �i�,y , ►� = y j I- j•Ip7fij•1'AI! ' AF 'raj♦_IS'1♦�♦C ♦1♦IO�iij`►i• 1411•�AI, I�I�s.��lO-�h•��IIr ♦•11♦ 1♦i1'`OI,C .•a!F'1 AIIOcOjA�i,♦ilQAtipAi• •�iGiC1•��j�y'h�ar: • �1AA AI, �• A••Ao• - •1.11! !� •j N•IIU`ojliie M♦j ►Ii0 AIi1L►Il-m'-•sf 1/ f•j-Iv��►!G.�:.,A.YII,1 •♦ i1 AI�jAG♦!�!G i0 C• y Ii 1• Ii. 1• G •.e_,.wryi�� _ �� • - / / / • - !f .♦1,♦� �♦ 1l1 e1 •� - ►-i Al �1 AI♦ e1 1! 1♦ GNP !Ii,► �y�i► •►i� �• CA Ii !tij 7 f iy4 i„�< 1♦ !►•Dili i! a1 Ip C♦ 4♦ 4j►j•A•ri111;y'1i �:111it�� f -. , _� - _ _ ! •• l� , .i ♦•! 11 Gf..• •. _„ - .-�i=♦ _ ii 1♦ W11, �I�• ►i� ♦p •• •l 1• Iif l� ,ry fs 1! ♦•j •♦ ♦♦ 11 �iC 1.1♦1.1♦j 1♦ li l;�i�rN,�•1♦ 11 ♦�,'MM ; :: -• .!f1♦••hR�tw•1�1j1♦,1•iO�ff♦9f,7•lvOj♦.,�1.,�•I•r�i,• l liliOiif�Q►�OiJ..�►- f• S'A y♦ ♦• ♦I,1 IR. s; •Oj •♦ ♦i 1 • ♦ o • • ♦ • l St. .• • • 1y4+, .� ' 9s 11 OEM ,0- •1 f. •a fa �Ii•Ii li @1 ♦♦ •1 •! fi !1 f iy�1`-•♦A♦♦Ii fif••♦♦Iv♦11�'+�O•� ri!1♦ij fl1••f1�14♦1 f••y♦••f•♦�Oi♦•Iji•°f1 •�••♦ fi♦�jils �!tnr. gyp^ 1•♦f• f♦'• i'i♦ emu•• A IF �Ai�IAN .10 0A li Ij 1••!►i• O• tj 1 if .IjIC�,1 --• • ♦ AIIAl I�r •7 Al AfAA1,lIAf ,'l •0 ♦• �■AI�Aj!<►`•l fa lrijle• Ii♦•j14•f♦f11♦•f1`11♦If•Giw,alr�ril♦ !1 1• ♦1 Iij :_ /1� la♦.Dl1Af jAlp Z'l►•?fN•�♦V71•oA♦�j •i� �i♦ !♦ !i1 �♦ :i �f ♦i •♦ `!! 1• •♦ ♦♦ o• l• 1• fp1,•1• A7 • 11 ♦ Fi ♦ ♦7 f1 •j ♦ •! • ♦ l 1 f a • • •1 • '., / - I • - I LI - . . • ,11 ,,,� • Ap �►.o :1 AD Ao AO 1!•ii• ♦i! �♦•ilfef a1 ♦iAs- . �C♦Ie1♦•f,♦i•AVA ♦1' �I. 1°I fooClC♦♦'1'•rj ♦ij0!1.1•y •a Ii s♦ ,• f°I°'1•i01i1•i♦fifvil iti•♦i1♦�IiA1i1i♦iyi•I�S,v� '� t u • - - III =, • 1•s!��.C■•♦A11 i�• A1. Iv 10 Ii f1•!j Ijr 1C 11- !a G♦♦11! • � . i ♦1•I,rvo 11 f1: '1w f• •1r°fiA1i IG ,l1 ♦e •G•1'♦j•IO•i•••1�•♦G•iij l•O♦ji11♦ i1♦f1•••j11j•1••1♦ i--�!�' . �r1 ♦�I'♦�• o, . � , • / / / .. -r�' l � • 'I f. �f '•!i Ai 1'fiaal♦s, �'1•♦vi�fh.- i♦ C♦ ♦ij•♦♦�r1!•I,i Ci ff9G f� ♦i CI '�� Aill�iff ij fp �°f1•iylp•1♦1 li cif l• ♦j •• 11 f1 14 1. 1� 1° 1♦ 1' 11 II�a1�,,6t ,�'m s' . �, f f• 1�1r � - - \�, I �AI•r �l ii :A�, 41 s�.,R'.R 1° Ae it 01 !♦ fl ki ij `1 1 ■ aj ♦1..Ie 1♦ Iiv,�'•yry.,�►♦ A♦i AI, A♦ fig °1, !1 A` `I ♦• f1iA1♦A1e'1!°•1, �•♦AII•1v1•♦•i11♦1•f!� Ny.��F'�:�`�V, �•� 17f .' i�a � ► ' // - . ' ' J �,�♦�IA vf♦♦j•.e,�Of�,i�Is��,,�,F,liflG•IEfi♦io1•l♦♦ CfK�►jC1lGI�� 1♦♦IiCM•♦CI♦fIF/1,00��.,�11•If111pAGl•11•ilfLjf♦•♦1•j11. 1• ♦p If Ilff1• ♦• Ip I♦ If 11 ♦�i • a� i �2 • 1� }d e I • �Aip A1! 1♦ 1�..F.l •1 AI�� ;�y, ,�l Oj '1 ff 11.01! .,•�A i1 11 • aj kf 11 AGj 1♦ Ors 1�:0, . v♦ •• All Al •• •! ff Aa Ifi1•711•♦•♦if1 ♦Gffp•!1 fC1♦s11♦!01•f1�•�••1♦••1•f1�♦♦♦�i�hi '°i'I!,�i,•� • - . 1AAs/ AI �1 �•♦il,,;fi►, w•♦ l�s ; lh�•r•♦`o♦C!♦♦•0♦ l♦ IIG ••1•C f!=♦ ♦• ♦C .F,• If1•�lipcll• •♦ I►U •,1;� �j►s•�j♦fif If f• v♦ IF ♦e•, •i ♦ ♦ • • • / // .,, r 1 Iq 1. 11 ,� ��i �� vC �;1 ,>I 1. ♦ Gj 1j IA 1i ♦ 11 != 41 AI •!, >i' 1 ! • • ♦ .et, ,, ,'• • • 1 • ♦ • ♦ f a ♦ a ♦ G G♦ f 1♦ Ifj Ip 1. 1• , • , 1 • • .c► , �• zi • • �• •.v 9 ,�♦ .� , � � ♦. ii •• � • •/. • f• s . • e s �• 1♦ ♦♦ 11 1♦ s♦ tea• qv ♦f ♦A 1f •.,♦♦•♦fo♦•♦voi••♦Elio•i•♦ii`fo••♦•i♦f♦ifvi•♦�i•♦Ii♦!♦oi°�o,•'��,�?�;�� •v1�� • - o'.,y,�ti1•e♦ e1 ♦,.•1i1,.•r: t,I fl♦ Ns ,,�.�,, -♦ o ' • o � • �� ►' O f 1 �..! . S , 0, , N! Ia IL 1• •�j 1• 11 'll jGI�i•C•♦i9a1•♦►lplS�•••II fL►♦ j••1,•♦i♦'i1'1t'11;►,ra, �r,.A4lj♦ij11•f♦1 ♦♦ j/1♦♦♦ jfl j•71 f♦O j•il j♦4 j♦►ljll0j'IS••11�1••►! j•11.!-►.��I!i4..'�«!G'�IIL'1!� ' �j,.Ir ♦C -I° If If•►11 �. _�,�.;_II,,♦p�,Sl�!! ;1/1 II IIlr,10♦•Iy`G'�•i11 1♦ e`•ifllll,Iaj Ic' 1• �1CF1•jj•11.11 •1 tiny tr1, 1! 01 IA 1'1 • • i O • .lilt •C IC 11► fi �7 •• �� ..S, 1 • ♦ 9 1 1 1 • �! i ♦ 4 • .• i ♦ f o f bN Yy, tj 1. 1. 1•j 1• •♦ 1° 1. O• ►i1�i♦ e♦ f j 11' •1 11 !f 11 3►•♦.f�1i Q'�I/ 1• •1 // e� � , ' I„ �1 •i Ii IC 10 ,I�ii !j•1♦•I1J��01A7• .��1,1�,�•♦•Oejl !• •1 ♦U G•♦il1,la p• �• •F IO,y1�111 �1 ♦ ♦♦ fly♦••A ,,1�i .r1,, •j 1` IIi1t,11ij1•j,,1♦ii•�j71♦�1CIIi11g11p'11'G•1 41 �•• •If i 11 ••► 11 ♦•, • • �.., .ti �! l• 1` 1°♦1� f II♦ f1 fF ,01�11•l�`F,,,g�t, A' •,1 af/1♦,♦•!♦11 'i if•I1�.1� G•1•11• !! !1 A4 •i I�jr C� ; i1 , 4•I�j • • ♦ ♦ ♦ Ii • ♦ • 1 ♦ • o • • 1♦ a1r •1 Ol , 6 ' • l�1♦ lj 1• fi 1♦ a1 ..1j of �•�>A.^,.AI m� .O� �: AI -i♦ •! .!a O.1♦• _O �If�Ip !♦ •1 IC AOAAv Al •A C•1�.1♦i••♦♦j•Ip1•IAI♦♦1lAIf •♦♦IjiA1••♦♦ �1•f�1C�•111�1•••1��1•fA♦014111�1♦f♦1♦•♦C . ,� •• � ,�,�6 i•L!♦p�1•AII ♦A1 01 AI•♦IIfIf�FN �`•v1 0/�,��.i•IiC1♦ l` 10 Iis -♦rf♦1 ♦f1 Ai ♦11 fvCf♦11 • • f►IIfO♦rIf1,1♦♦ .1�a .11,11♦•,ji1i1•IIIIi•Ili•1•' fij1�1♦f1♦j♦11 �♦ f♦ f1 f♦♦♦♦•♦ f•'♦`♦♦•!♦�♦♦�• f�/ � � . .• y'�I �1.7♦Orjll�•a♦.110♦l1•Ii•Ijf•f'1a5�3.�0'11A.1��.ls��s`1�fllrif•Lfli�ci•1•,,_Io♦Oj1♦1•f►!p II,s♦i• _ II ff1,11.1•♦,IdIr�1'�1j ♦'�il>rf• ♦♦ f• f�1♦ 0♦ Ij ►i♦ O. 11 '11 Oj 1♦ i• !j I1►11 4 • , � 1 A♦ i • • i, • ♦ O !3►, � ♦ ! � 1 Il � "►1 ♦ • • • i ♦ �A ♦ ►► • • ♦ 4 O 1 A •♦ •1 i O♦ Aj AI li li 1A I` • • C ♦ i 11 11 ♦• l �I�•4,lirlfj.,1!•1.1of1011111p•1•fIf•p♦fff�.31�;a�►iL:v1♦ �'��?;�'�r>►,if♦f ♦Ii•D 1♦ a1111`O♦•♦j,11♦ f1••IIL►fICC • ��.Ii f♦O fi•A♦Ai•••a11.1.,1,��•na0 f.D1y♦•••° f jI�111• f•11♦♦••♦•f!►♦�f1•♦♦f`fCf1♦♦♦♦'•1♦♦♦li••♦ fAF`, a� , , IIII / �`` -Ij -Ip .1i II�IQOlI,ICG•IA♦♦ 1♦•o1i1••.1E:1,51�;1•tlay.-0�+4.0♦iil/1li a♦ ♦!1♦ii•j♦f.1 11 1 ♦ •►'►F.•1 ,A1 ♦• 10 ♦1 ♦fj 1,0 ,1.1 JI,.. •�°llil '•1 ♦1 '• !♦ °♦ ♦� IA1 •i •1 O♦ If1°i11♦O •Ir l . rLrL •♦�j�10R117A♦1 ♦.1 !f f1•♦•p♦i♦ ♦j �p�• i�t.f ;!•; �Iy�01, ,.�yF 1p 1• IO♦i♦!•n11 Ail ♦q 1! •IIC♦i••1 !! •1 f• ♦1,1�oa♦1 ♦•11•1'f•►•1•f oF11 •M,1•�11 �+ w oi111•!y1C°♦1i♦f1♦a1 ♦•f•1♦1♦♦f♦fL1f1 ♦f1 ♦1•♦tijfl j fiG7♦°I L♦, •O�jfajl'♦f!•♦11♦ •f ♦1111111•.!i��wF:�o�wClF!!N•r i►11•!♦1 ff 111•l ►f OI :ii ! i i1 m 1• f• f A• ..�•if ♦♦ MA 11 ♦♦ Fj If ♦j !J • • ♦ i i v 1 /J 1 • fi Itj fj fj 4p 10 11, 11 AI ,►1 w� •iaEs alOi�`1 FA �F $� Ie GI AIp i♦AIlA1lAI,111!!�►� A�j f•f► A11 All 1►1 •ll��w11►1A11A1►1A•AI•► 1►1 f♦f1♦UINIItyf1lj11♦1.11♦11♦•11•i,�lW♦�•i/1fU f1♦•11.11♦�j♦`!♦�If�•� .q .Oj►AIGAO•`lif�11 1A Q,fi'�ys1•!1►/1♦♦ •I� •1 •I►•�s!�'; Ala Iy ,O� �Zi 1�G ♦1 ♦e 11 f>11 ! • f • ♦ ♦ ♦ • ♦ • ♦ I. i �e 1 p L ° ,1j 1,• C1 IS i 1♦ AO A AI Al i , ►Oa;A�e �1 iA AQ�AI f11i►If !• 1. 11 11 a�f•♦♦♦ICII•llClj•♦♦•••111♦•1♦1j►1 •• 1• Al F 1 • i • • I• ♦♦ i1 •j If 1• ♦ • • ♦ ♦ f • • 11 AI ►1 i ♦ ♦ !i AF ♦ 1 ♦c A• �• i • ♦ ` • ! 1 • • • f • ♦ 1/ ♦ • l► • ♦ • • 1 • ♦ • IIw 11; 1t • • • •• 11 lA,...•IA ♦ • • 1 i ♦ ♦ • Lr 1� 1 1 • � v s e ♦ • • • ♦ •. v ♦ ! . ♦ e ! ♦ v • i • 1 1 ♦ ! 1 f •♦ i v 1 ♦ ♦' a' f••,♦o••vp �►n, ♦♦•ep•♦IOAiCVof f• 1•f - . . - ♦ i�, ;►geyyyllF! y�,�l fe Ii f♦oiilAifC•• ee •ii♦illSlli• •1 IVA11♦f♦•♦11�110 Ij •1♦♦♦ jA•111,1♦•♦ IF, •fjl!1♦i• ::•• ; •• 1• :Ii♦Ii•� �+ , sivfl♦G°ij41;0••lf F4 I•f01O,♦♦v11si• I Air: !fir A !1' �, i gAof• ♦ ♦♦ ♦♦ •e •tr •• si ♦ • • 1• ♦ Q v v 1 • ♦ • ♦ ♦ • • . J 10 . 11 •, 11 ♦• of ! 1 .♦ !• 1,�• - - .- 11 .tee,I��i •AEs1,i0 ii i is! ♦• 01 i♦ a♦ ♦"09,'- -.TAW f�•♦a•♦ •♦ js11♦Aj11♦•♦j•1j i1♦i�• 1►1♦1►•IIN! IFr1U11♦If►jf1••cf•111f♦•�.y♦IIf♦IwI��,W�►►O♦1♦f�� / �► ♦111T .• fQ♦ f Ie♦I:i♦i1•i1i�♦n0 f olio flit O�.i i3` lz,F��j• c1RFi+l►! e1C 1••1 f f•�.1♦♦ •• •1♦♦f•,♦Cf11,ti11 f0 ♦•v1!•1 ffI j1i••,• jl►1♦f1• f1A�r f♦•j11♦♦ f11•♦v f�•♦♦1i• fv f�1♦�F♦•IIp�••♦•i•�••�1♦� 7flil°iA1.•ll0ao• •hO�II♦,11Lif♦f♦11•,1 F♦vl1iN„►gE;1�,i�;lca♦1 �1i3 fagrg SAQ•♦♦f`lei•IL.♦•vC • f fl♦ fall•♦01�111v1♦•♦11♦• 11♦11••Ifl♦♦ �1 �• 1• ♦1 11 ♦f SEER♦1 fl 11 ♦i • ♦ ♦ • •' •♦A�►♦ fi1,As•♦O�iiiEAs• .Ac•ACiA•ol �i�i ► 1•v♦71• >.A1 a�,O.A�s �E_11♦,1eFfl�,t�f s•!♦•0♦llfl•:l+♦♦1 `Ii♦ f1 fls11111 O v♦IAl f fl•o♦ fo♦li• fvl�lvlv♦Ilillillil Is Ii •i Ii 1♦ 1. 11 ♦1 IA ♦f 1 , ' • ,,.i yv fle• flvlGl•-a••i♦♦�jc Alllf �ty1 sl lijIF �':�A3��1f11s'9p Sl�f fril♦loclilfi♦4e�ila f ff1 ♦•1 f♦vA1!!� f♦•so1��f♦•1••f•Ilvf♦1•Af1 ♦•+i Ifl?l�ls.1��♦AI`•� f ♦��•��I♦A�r;� ' • : 1 �Illvol•fyio♦•♦• fo♦._ile♦1♦ailfl:♦f!♦•`s♦� A:,ii��.��c -y a#a♦lifAl�S1y �'1 li •Is 0♦i Afi 1♦ •• •• 1• ♦ •• fv. 11 I,f •F v • ♦ ♦ • • • i c ♦ • 1 ♦ 1 • .. ,Ilvlllo`•7l♦0ll 11 �f o• !A fl 11 . 1 er v1 i► s 1 ♦ a 1 • ♦ ♦ ♦ 1 ♦ ♦ 1 1 f v ♦ • ♦ • • :� �. r '1 1 ♦ ,` fi 1♦ IA •♦ 1♦ 11 11`• e s iEf-ie ♦)t,9C1►AS9A1♦ ♦♦ Q1 /F Ir 1♦ •• ��♦ •�. 1• !1 1• •1 1♦ •♦ 01 ♦• AO AI 11 1A ♦1 Ip ♦♦ 11 11 ♦ • l I 1, A • 1 a ♦ ! • 1 1 -e 3e ! • C 4A AI AI I,AsfA•fIs,11• 1,♦ ♦t11♦1♦i��si flvl •siA fi�li1!!•Ii1fili♦lil♦1•♦I♦1' f•♦••♦1•A�'�' ' `I / •1i� lA1 ;G O . 01 i Ii1 i1 �1p i.� @6 iA6s �e3`•�9G•fO�A• 1�1 1.1 �♦ •• •C !1 1 011 �I t •• •A •♦ 1 vll 11♦ Il♦ . 1•j 1°� Ifs % �0 1I�� % o� iiEa '' • ' ` f • • 1 !• Ai AI • ♦ a - i� 1 ♦ • • • ! • • 1 1 ♦ • f ♦ ♦ ♦ • ♦ 1 f • ♦ • • iY> �i♦o fl•♦f••., OWN 1 .�,Illfe•♦o••fle�.♦faCCs �.y'�.�.►+.a�� i 3zs3s�ei�l•Ifta,�1••IIGy♦�svlli fi♦1 ♦♦�! ,_, .:. ��'wfiei►•♦v 1llilli�li� f♦�•l�sis1•i♦li♦fj�ek' . • • , ♦plAljA•►jA1 >1rj011A•A�19•!A!! .._ .' �. Es•AEtQIaAi♦HARONlia♦:-._,... -� •1•Iil1i`I �''1•Is.11♦♦111111♦Ivl11A♦lue,' LI 1 • • ��iJ 1. C • %fl S °.� . l0 ii !c 11 ♦ Ic i _ _• ,.•1,1�.A11♦•�t ♦ e 1'1p1♦1••♦•♦♦•1i1.OI/f1•AL1. . 1`�llill♦1►j♦f1i1�71�jf11♦i°1♦•��Iy�11••1�1/1j•1 1• !4 •1 11 11 s A�i��i1'� • ! 1 i c • �l A ♦ • ♦ • ---: / • l ♦ f • i 1♦ G ♦�A! ! ♦ 0 eollilfGj♦11♦•♦1j•11 1 1 11► 1♦1j••1f1,�•i11�AA�••j�1► • 1.1♦1••OA•1••11.1j1uj11j1�� ; • l•I�IA•1AA1i11•jAl>A♦AAM 17, Il >A 01 1• �..i \ i 1 • • l All • ♦ 1 1 1 1 i� _ _ A • f 1 ♦ • • ' AO ii ♦1 •♦ s• Aq, 1i ♦1 j 1♦ 1•• 1•♦1.10 `�a►� •�►f 1♦ 11 11 11 1♦ •A 1 A •1 O 1 1 O i `p1 1 ♦ •♦ 1• •A Ii• ♦1 ♦A :•l1►OSif11j01A•♦A/fA••1s♦lil♦!'Ii♦1 la,.L"♦ A .��., lIAIAp1A•!1♦j11•f111A1AAl,♦AI♦A/lAl►1♦11� ■ 1��'111A1►1A11•►•1•10A•1A••/ I" •� 1 A i 1 S ♦ ♦ �i /• —. �. Cp 11 c1 11 !1 I/t •j 11 Al 01 ♦,1 11, 4 1• Al 11 10 • ♦1 Al 11 ► �i�.;hA, 1• l 1 • •• •♦ 1�� ♦ _a�� 1 1♦ 1♦ If i ♦ �1 1 .10 .!► li�� A• Al 1.�1 Al A4 '� . ` Ii„�,•..� .y� ♦1 Ii 1. 1♦ lj If i . ., , , '- - »�� f A♦ 1• 1 1 1. 11 i• ♦f •• 1•� 11 - F 11 ♦j IOi ;,�F 11 •1 • e►r,- �` . IA♦A-7 -_m ♦Af•i ♦j i• _ •i ��b � .�• �! ♦ ♦ N Iw .11 1/ 1♦ •1 �► t► Q► ► ►► it ' Ij A1pA•AAUNNI 14; ■ � �'-'�'� � �� V ��IO�iI►'�p►o1.1i0��!��♦V��1Ah1�11i 1' ��;!��1��'Al� IAOjA•1�'p�� l�� I1111111 1♦ l(p 1/! 111 1� % �,<�►` �`�a.1— . �� spy �•►,A♦1.11► 1•� .,., -� , ,'an��;.Av Ai •1♦f♦1 �• •1••� .. •. � � � � y101A11.1••j1A11/11A1p• ��. - _ �� ,,, � -��'� - ,�-i 'N:�rMif ! �!., pp - j!�`; \ 1 '� 1 f 11 11, ♦1 1/1 AI Z, �� `® v►_ tiwl. �/ , ��f/ .. ''�� `� �• • 1 ♦ 1• . • � /� -�� \►"'� _,. � �� - ,�� o.l��®s +ems ��. `�.,,, � - .�� ••1.1AIIIfit►1/111� N� ��'�`. 1 - �1'�� _ �o��-►� ec , , , Rt_��_ +.�/ .,<. ��' AIA1AIi♦111jA1 � ��,,' i �... ■ • -, �� _ _ -I-I;. • •, `��i.�� _� ��%`p 16�+• �� i<i t•jI FA ♦1AA�1fA�♦•A ,/J]�►�!a ' .` ••-. III •.ER �°t\�_�� • •/ / /�i��--- / �1 %UJ ,��/, ! vim �1j��1A1�jA r �' ♦ ` �I �� `_;4' Ohs— ��_ ��-'�� •�r�, &A�� &INA N, I"W. Allow f• � .-cam ►` 7�wO v , I� QO I D OV RAn1�1 WIT ,VVA��CppC_,,OR NEE �i \ BEECIj-'/� MCI \\ /' _-- 1 r \ I HANDHOLE.-� / ✓ I T I I I I / \ / ' ' / ONiRACTOR TO I �FOORDI ATE WITH MCI. i 1,7 Z. \`\� \\ \ \� \ y\ 7 IiTTERNUTSAp& — — 115,pR At "ITAkv ` \\ \ \I\I \ \ \\ �� \ \ \ K\ - I �� 'E�A`SE�WMIf �A7 \ \ VV.OA \ \ \ ' / , ' / ' /' / ' f ' l a EX.lip- I I Y _,--. \ r 95 - — _ (— \\ SKCAMORE \ j \\ \ / /I \� \ \ \ I ` I ` v� 'f I I // \ -' I - \ \ \ i' jy �-SAN— �JII I U4P\I `I\\C�-1•/�\\\\\\\\\\\\\\� `\1�IT�/' \ \ III I \\\/ 1 Y -I T \ ./\ \ \ \ \ \ \ \__ T \ \ \ \1 I \ I / \ ` \ I \ - I I I I I � \ III I I Ij G LI I \ \ \ \ \ \ \ \ I\ F ��111 ' I I I I I \\ I LI II\ 1 J \\\\\ \ \\\ \\ \ \ \ CA_160 \ / \� � \ \/ / \ ^� \\ \ \IL I\-\ �\V \ -I -L� I I _ _ / �— — --DX / rn� SCALE 1"=50' 0 50' 100, Bryan D. Cichocki be. No. 53741 m E O M O ry (N C > E w v E � w v 3 Q LL 3 p LL O— wo `m^ d _ V oMo W J — In d 7 0 In O N (AN U W U1 � Q � X n LL � •j � N ~ Y m c ry 00 � M d � � H W Q p DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1 "=50' rl 06 O . a c J (f) Z O U J O LLW �p I w 06 co co a Z LL w o O Z Q Q o Z = O C) z O Ittt- U) O w D O V/ JOB NO. 47036 SHEET NO. C2.0 a z L F_ 103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C2.1-OVERALL PLAN.dwg I Plotted on 8/11/2022 1:03 PM I by Matt Denhard °°°° II ° I. \ °v Z v Z ° --� I II mm_m0 1 ` _� I °=r j o° / A�1 \ U I �. I I I -0 0-U O ° 1 II �� 0/ ` 0 =z 0 \ ,i // \ \ / j ` 1 I I Z O 0 0 ?� 1 ° i I —1 0-1 D ° \ ° ° rM ll / / II SOD ° \ ° uu II 0ccn o \ 0 J C �\ / I ° 00 0__ o ` ° r 0 -\ o 1 \--� o X 00 I_ ° 0 0 00 � 0' O °� O \ o /0 0 o 0 0 0 ° O M O / ° ° — v \ 0 \ 0 \ ° pp q,� 0 0 ° °� 0 ' m I O° \ \ \ 00 / / 0 0 \ ` O 0 1 p V ° 0 0 O 0 , O> O 0 I 0 0 0 `\\ , �r 0 / _n TI ' I 0 0 0\ 0 / ° 0 - o "Y o • 001111 0/ o 0 0 / nn-� ° \ / 0 c °° \ \ °° x a . °l o 00 ` VOOo�nN 0 ° 00 Z o 0a 000 ° OOoo\ Wn I° o °o °-to /m °o ° °o\ _ �° ° ° � 0 Fri m ° °8 O / \ ° Il ll \ _ I o 0 0 0 0 0 ° ° _. O - \ / I/ _ \ . of 0 0 I Tw7a \�OoBo o \ N V / �• \�° WopO 0 b� �cq I °°o \/� // T�r000 o� '�-moo ��gh�� 0 00 0 ° 3� A - \ \\00-0° pt A 1M71 b, 0 / o �� do° vv \ 0o wfn I b� o '. o� 9/ \ 02(�(out o 0 0 0 ° /� �7 y \I :,� - - ;.;. \ o °0 0 C� = 1 00 \ ° 000 0 ..a� l7 Cn / °o CA r \\ \I� \ , J ' ' // .\`. \ \ Nis c) 0of — 0 oil' \ a// °°°° I i r° I I \ ° /�/ \ \ C� \ o � J I / 1 ° I I �/ /S \ I, lion It ° \lam '\ °o °° � ° ° I o Z 00 /� �>\ ��wW�• rn In / v % \ V I 1 °° i I lil' °�111`��°/ �``/�0 �(��a'^"� �r L1 I �, -- : o ' € ° 0 ii \ v� I ay � � w � 7 �1 �� 1 - 4- n- LIP 10/ °� w� (1 ca 41 L> o C� �I °\\ \ L ____ , J zz o I A O /- I // A A A / °/ PI 1 / I'� J v �` �� / \ ��•� • A 0 In °do rt L ° U� ,\ o 4.G 0A o / \ o ° - I ° •9� " \ \� CSC O \ ° i 9i ,�,� ii / o Ns in a All Q TIMMONS v o m V o N -k 1 o tJ03 w o . rn • • �•• THIS DRAWING PREPARED AT THE R 0• • 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 S O U T H W O O D PHASE 1 BLOCKS 9 10 & 11 DATE REVISION DESCRIPTION n = n N n o 7/I1/2022 UPDATED PER REVISED GRADING , , `' n � � � � °� � 8/9/2022 FINAL SITE PLAN RESUBMISSION COUNTY OF ALBEMARLE, VA BLOCKS & OVERALL PLAN �^ m O o Z o 2 Z o / I I II II II These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F_ 103\47039-Southwood_Village2\DWG\Sheet\CD\C0.1 SOUTHWOOD PHASING PLAN.dwg I Plotted on 8/11/20221:03 PM I by Matt Denhard , �,I�I I, iIJA _i 'I.I •Ir\,II ,•\I, -- - `��--__'/r j///IIIIIIIJI/��/Ill,/i/"/�'/i�////////�i/i/,J/�� p9,'J o0000000� °\�� \�\�`p`\��\�\\�`��\�_ ' III', II ,III'/J/�\\ f y' I,j I/rj - \ \�- `-�-', III o" // IIII /� \ I \\\ \ _ -�� - /_'" '''' ll1 Il(III�Il1'llll/l lull//// ////o/ I °� + \`�\�p�\\\\�\\\\\`\\\��`� J IIII III I / I ` �'r-J9 _ \`� =-1\\\ I,I/ \o //'//IIII 11 /,'-\\\111\1\\\\\ `\�\ /'/ ��' J'�''''///// /'lJ'Ill/,lljll/�l//l�/l//�'��//////�///o/q �� ,o_o o��\\�\\\�\\�• ��\��\�\\\_-'/IIII IIIII II IIIIIIIII/ \I\�//� lip\_- \3-_ \11\\`11,161 0 / , / - 111 \\ _� /ice/�� = ___--S/, /////l , ////% //,/ // /,° C _ \ o o\ \ \ \ \\\ \ \ , \ _ 1 i/'' I)I ��'-i/^ \ � '1\\\`\\\� �- J'i///i j �' J/i/'/////,��1�//l�/%//��'��/�/��//'/////,oro°� -\ \b\\`\\\\~\\\`��\\ - _�JIIIIIIIIIIIIII�III,I ��, /�/ 1`` oQ-==1'1'\\11111A' G /I I \ \\I\\\ �-, ,(II �" -_-_ --- /// / //,yV.//// /fir„///// M / -----_ \ o °\ .\\.\ \\ II // / ,t 9 " / / ! 1 / / , /.- - \\\ \ \ \ \ 1�( 1I I,f �lll I/i,/ � -_: ;2�� ,/ // /U/�////' / i�/ //' / / �ErP 1 \- - ' a.`\ �\�\� ��\�\\\�� ` \\ �' IIIII IIII III, III \\ \ T,�T/�_� .` `.� ail\I\,\\\`\\\ II'll �W I , ( 1 , \ r r / /- -\ \\'\\\ `\\ � \N \fi 1111,1111 (IllI I yam _ i /iii/ j0///�%,//////r/�i/ Ir `\ \\ \\ ,N \".\ \\\ \ `�� \. 1 IIIIII II///1//I / \ // ,�_ / �A1 I \,11� u l 1 I - , / /, _ \\ \\\\ \ \ �� \ \ ,,/I,1,II1111 IIIIIII'llllll�\It � \�\a ;= Z//�i�%�'j!//iiii j/�//i��Go l+ l I 1 ` � \ \4 ``\\\��\�\��\\�\�`�� _ \ - \\ / I I //,I III'/l/// 1 \ � l l I I /i - � -� �' 1 11\ \�-1�f n / ' \' \ /I / /I IIII \ SIP' ��\\ i'iii/� %/rig/�U/ o / l' / + I��► \Q \\\�\\\ISM&&\��, -\ `/Jl///IIll'lll'// )y /' ��\\' II ''I/" \\ �)C J \\\\�l\�\'\ r- 'I'\III `' ,'/// \1\1\'\\\ _ \\\\�,�///IIIIIIIIIII'IIIIIIIIII'lllll\Ij''\`c�� %iii�11//ii ��// 'r � N,�' / ' o o\o / ��` `Q \"\\\\�\�\�\ \\\ \\ _�\\ \/,///////// \11r � 1\11 1) III II � \\ I \ .'\I , IT /�-\ \ I ♦ / / \ ,\ \ - � \ \\ �, / 11 I IIII I III' \ \ o / /ij // o _ / Iv t o o - \ `\` \� \\\\\\\\\`\ �\" _ "\�/ / J //l /// ��I rl` 1 Jj \ \ - 111 \111 o \ \\ - / _ \' \\ - \ \\ , ✓i ,/ ,III l�l' \-- �'��ft"�'�/��//��/ `!�y/ ° °/ ` \O°\\Q`\\\\\\��\��\ \\��\\\_/' �%�//�//, \�IIYI'I(� ��'ro/"ui`��^\\_ \1, 11\1\ o11 IIII / /////,'�-\ 11\' ,\`�-�� \\� `%ice ��Ji��//�//IllJ�r//�/Jlll,,llllro:.=- /"'iyi'ii/'Aoii �� %'I o � o ` \o\\\\\\\\�\\\ \\\�i, ///�111 //�/ ' \ '�I\ 1\\ 1 I ` / / \\ III ,�/-I-�\ \\�.~,e,- �,�'/i///l}J//%'/)lII\� _'%��/%PP / !.''qg_ + -0-__-- ) jV \\\\�J"��`��\� /i'O� \ ,I 10,p/��i�/�/'�'',>>,IN +\ �\\�\ o \\\\\ / ///� /i'/\'\11\\ ' //'zz\\ �j�%//�!i/,'-i��i'/�////�////�lJ��.� -'- _ I / \ °o I `o \\\\\,\W, `\` \L_--- , /� "0 \I' 1 // 'e i , + \ \1 \I \\ \\\ \ / / // / �\\III \\ \i //i ��-\\ ''i �'i'iii '�'�� /' ii % ///l/,_ �_.�' \ o o - \ \�IN,--_,� ii // �n \ Il // //V i �"" 1 1 1�\ / // / w i o� - `o I / o-�1 ', \ \\ \\ ��- -/i \ I I // J / \ \ \\ ' ' /////'/ / II 11 \ -r,- =-�\� �i/�ii/iii/'i%'ice/�i�/� �i, i�� %I"6' 1r - o o °�\\ I/' -` \ \+ \ \�\\\\\\`�_=-ice/ice ^\\,lI\\\\✓//// %� 1�1J/ / ,ij��i , 11\ ° 11\ `� // II IIr/, 1\\ ///iii,i'i/i/i//i%'i/ii/�� /' o l�,ov. .,, \ -\ 1+ r,ll-'CN ) \ `��`___ � RL\ l\\�il�Abf / Y/w a/i //,jl \\ 00 1 \ _// / / ,^1111' , / /-=�11,, �//%,, /i�r/ice/ii,/�/ii/i//r/ I/r oii J I 0 4 i �� . 1 9' \ \\\\\-_- �/, // \ \\��'�r�7'./''/'/r r:�/r'' \ I '11 0° 111 /I/ \ Ill\///-�\ �/////ri�/iir //// i ///i��///-. ,ol 11 �^ \'� �f, \_`�_ II 1 ( \\\\ ____�_ii "A \\\ / /P// //,i 11 o Q I l ) . - / / / / . , II I / , / /, / \\' \ `/// %//i /iii / ///i/ / -i / // / = o/' d\ \ -' _ \ , \ I 1 ` \° ` \ 4` \� _ _ _ _ ' I �F- -�\ ////'lI / l'/ 'r/ / ' / / / 1 \ \ o II / ,///- 'I, 1////\\\\ /'//�i'/ii,�i'/r i,'i/�q 'oo \ \� \ .. \ \ \\\\\ \ \ �__-1 \ / l -/ / 11 Ill `-' /'/// i11111 I ,////,\\\ ///1/�/�i,/'�/j//%�// ,i/° °-_ 0\4" \.- - l'� - \ ) I� `\ \ - \ f \`-J �'� / // / 1 1 \ ,\�0 ,I \\ /////,/,^\IIIIII 1//i/ �� 0" N��I llll�lll�ll,�/��r,� �0�,/i oo- o° \\\\ 11 _ - _/'/`___ �`�_ '.IIII\\\ 0.0. _\� , �' /'/ii/ i///�/i/� � 0It I /� IIII J- ' /��''//�j\'\\\\'�Il`; �'///�i/ 1/////y;�\I\\1 %///� 41 f%/�,/r//Gir�//�/j/y'�,°ro9''//-\ oo l I �`�l I - \ -�` _ \,Jll \�\ 1��\;o O o _ o� o` �/ �'/�_, .,-II/fI l'/ //�i/i,i/// ql' Q 11 1 // // III --/ j '%/\\\\\\\'r/////r,,\\\\11�'\�///�/�/��ir�///q/'/o'6 , \ / ° '[;_:��,�,,,tloe 1 _-_ \ ,1\ --1.\ p P_ / o /// -! ///,, ////0,/1111 , I / / \1' / :X //'F/�Vi\��\\\��'/ii�'ir' ^\`\\\\ram'/4�'il''i/ % i/'/�''%1'b,r I o° _r'Y .'yI ___- _ \I I 1 \\ - -,;o'/.�' / �/, -' /�\// / '�/'to IIIII\ \ 1 / /I if ,/, ,/ %/n\\\\�7%�"///'I I\I\I\\., /'%/'/'%�//'�//�/9'�i O(/ /i - o--eoo- Y I i/ __,r, 9- ° /'o ' - ' .'''r// A� ///1\IIIII / / I I l /////l(\\ \\ / , \ \///17 // / ' ' 4 0 �.- II / � 7 I ) ° o °/ o / �-IP, // ///i r,1,1\ \ / I I IIII / / / 1` \�\\�\�_'� /ii/ �II\I�\\\^ i�' r'/""/'' /' I + 1 II I J 'e"o -[ o /or// �' , / / / /0/8\ 1 //' 1 1 1 / I, I I I 1 I I //\ \///\I I\\\\\\?n //�,lle\11\\\\�••,//%r/� / �,y'/99 / \ \ I - I // °/ / o•o' ,,, ,,v / 'nl'1\\ _ _ / /i/rr / o o, \ , / I o <- I �,-c / r �/ 69 / /I / / / II\ / III , \ '\\'I'\\\ \\\(\Iy �o �i - //1 111\�- :V/, � fl �iir�, /i .o / /o o / j 'III \ / / / Id, I = �Yr � I +� °l o-O ° o /, o -- /-- - �� II I/ / / 1 1 1\I /� 1 1 I I \ \\\ , \,\\, �-% q''\\\�\��'// /,////// S�/ / o% l - I r ' 'i��/ °Pr j - °� \\ , \ \ o o ( o /P/ --, : /I - \J ! / 1 IIII y / \� /p / / �- /` /, 1 \\\� I d / -L o 3 i ' - '" i '�i'% ' �J�:. � I 1' I I\I'%� I1, \` ` \ \\\\,\I\\\ \\\ i/\ j�/V.�/,�/l ///t'tto-o1�/\-/- o /I �/ / ri/' r - ° \�` „\ \ �9O/,?� 09 -- -/,- ram '/� I 11 ,1 / '\ l \\\\� \l,\\\Il\\\`\\��_-i%\\\�_-% fib/r�/J/!, b + /,J i� I \°° + \�\-\\\ \o t7/// II/r'�'% - - _ -'�_1 ��-+11,I�M\\\\+,I1,'iN1/ \\ \I 1 \ \\ \\Il,llj III\\\\t-�==�'�N\-i'Z''��'/�//l�b\\ba\\, 00° �'/�.f// 1 , - _ \\\\\ 1 IIIII I , I1111111111 \C'� -� / / / /// \° .� .J\\ 1I ` °1 ( l / i '��- i/i i/�/- \\ \II IIII\\ 1 IIIII ,, ,` 1 I IIII IIIIIl,llIIIII\\IIIIII\�\`J/�: =/ii��i//I!/ t\\ b \, odo�� ,.a/� � i/-' /// \\\ q ,�%'�%/II '(k 1 TVz, � %/�'%/, - = �I�`�r\II,I�'1 / 1 I I1111111 I \\ \�-%•\--// I I\\\ o ` \ l" �/ - - / /- o\ \ I/ ,-_ 1 I I /// ,� -- - -�- i�-i_�_`I I/\\'f 11 II(I IIII I I , I IIIIII It1I1\\-�\\-///// 111 , 1to0 1 Q 1 1 i, // °/ - \ ° l / _lI o I / /' '- �� %-%- -� IIJ/ 11 '' IIIII/�111//l�/r'l////'1///�/�ll�\r; :\�%,�//IIII 1111d� I Q \\ I\\ I \I /, - \o\\ \11 JI/ o ,I 1(l1/ �i///-i ' ,- /--- -/i �\`J ISry / // I ' / \ \ o II a- I Ill 'l' ,', /-- ,' �i. ' �I\�-� \' 1\\ �,lJl /,,I / ///j //// /r / / �\ -, 111 I p I P �' \ _ I - - , \ \ `' i� II 1 �F o ��.yIII( 171.� Gam' /,'----%-�'- �tl'I( I \ \ - / l //1 /// // / /////// // / / I \-, / / 1 I I P r- 0 ) "- \ 11 - - - %II IP( I 1 I / r /- -'/ - - - - � l/I 1 \ - - / l/ '/. / , /j //' I / I I I lo) I 'o % `1• \\7111 \IIn 11 / `- �� \ .o I III j l /// / / � /-/, ,- 1 i _ -- ,l I \ \ / / ////,////,//// /'r/ , / / / - I^ / - / / I P 1 / )� I \ I I 1 1 / \ \ . \ .\ 1'(_ 1, ,1 �J / / / - , ., // -. - _ _ � ,1 1 \ \\ \ ' / //I'/// r// /'//////// //// / // ,\ - / / / I /0/ 0 0 / I J ,)_ I II - ,_ °,. o' 1\\\. \ o� I 1 I I, / / ' , / r//i /, / '- <- _ it 111 \\ IN --,'I�11'l'l//'/�/////////�// /�'/__I ','-,'/ / / o' /° / %/ INII °IIII / \ ° oI \\ "\ \o . . III I I I 1 / / //r _ __` \IIIIII I \\ / / /IIIII'! Ul///,/', ,,/ / //, - - - / / , " to / J O r I i ICI I III /�C le o \,A \\\ IIII I f/ / '/// // //r _ -�- Il llltll/ /. /// ll IIIII ` r /' I I' I'I I 1� If / I / / l - _ _ - / / / 6 / / / / o , I I IIII \ 1 \ \ I I I / / / / / / _ - 1 1 I \ \\ 1 ( IIII I I III I I , / / / e - „ I II / ' Cn Cn '° ° \ ♦\� \ II ' III I III / / , - _ ,1, ,\ , , I I IIII IIII , _ , o / / / o/ _-I I to / -_ < \ \ \ I , , I / / , /,/ /// y ,. =1- I' I,, '\\\ \ // III IIII IIII IIII IIIII\\\\ \\\\\\ \\; 11 - / , ,l0 I to I I °! / -� II I I IIIIII / // '- - - , . , 9 b \ \\ \ o I II (IIII IIJ %, ,/ // /'"r�>iyi' /\ / - _.-\IIII ,� 11 \ //JI I I \ , + _C� � \\\ µy�, / / ///-IIIIIII`11 i- \\\ - _/ // ,I)I11/111111 \\\\ \ \\\ / . ,01I, ) I o �„ I6NI111 ,, - _ W rC T \\�\\ 1 HJ,I II /, /y- / , /- III\II III I \ \ \\ ,1\ \\ \ 1 \ / o / / \ I ,Y1,I1 N IV - D i .e\ a 1 o I II"�WyilI ,IIII"/ /'/ J I''/i/'/"i'/; ' / - � 1. III'°d� . \\\\�J/III\/'1(\'�Ik�\\�\��\ \\ \\\\ / / °//Io/ I °l I J' / _I 1I 1 IIII\ \° 1 IIIII//" /F' /// /// �IIII,II,1\I . ! 1 N I / O O N eG loI \ \ I II / / /// / / / / I \\ \\ (\\\`\\\ \\ \\\ \\ \\ / / - , , 0 b ,)A - II hl III // N N O G) \ \ 01 I\ I I I / I-/,l/ , I.. ' / / II 1,11.1 - _ " \ \ I I I \ \\\\\\ \\ \\\\ \\ \\ \\ \\\ \ / 01 0 /,i .IIII 1 h1�N\I1 1, ' N Rl �' 1 \ II, ,\\ , IWb , 11I,"I I I l l l l / 1 / r / / / / I I("\, , . \\ \\ \ \ \\ \\ \\` \ I o/ 101 , ,, ) I Y \ e1\+ _llI / , /// / ,111\pI I " \ \ \ I 1 1 \ \\`\\� \\\\\\ \ \\\ \ \\ / d / I ' l / Iq III \\ 1 / . . I O O � �' \ \ \ F 11`rVI q 11, I / / l r, , r / / , I IIU I / \\\\\\ \ \ \ \\ \\\'\ \\/- 0 iJ l/ r�1 1 \ \\\r\1 / O N V/ , \ \ 1) \ oI ft I II I , ,1I 1Il, , II \\• -/. \\ I \ \ \ \\ \\\ \ \\ \ \ \\ I o/ / 0/ C I l 1 \\ f O O \ 14b 11 I I l I / I \\\ \\ t \ I II\I �\\ �\\\ \, \\\\\\ \\ \t\ °/ / _ / !/ %°r I �I '�d�1\1\,\ I / � O CD ii' \ 1 I\\ \10 11 11 II, \II IIIII I I l / / J// // 1, I �\ \ \ \ \ \ I , , 1 , 1\ `111 `\\\ \ \ \ \ \\ \\\ \ \, , I IV � 0( / I i t /I II II idWlll1, I I 1 Iv W, \ I I \ \u,l I I' i I I' (I I ' , n - \\\\\\W \ 0 I II II II '')I'II I \\\ �IF \�`\ \\\\ \\\\\ \tl I/4 �o �'' '`� h -II III h IIII r \\ \ \ \\ \ \ I\ /Hjp 11 11`\1\ I III\IIII , I I I I 1 1 I I I Illlll�llf - \ I'\1"\,\\1'11 '- - I I I I11'I I II' \\\\\' \:\. ` \\\" ,\\ I\\ ( I od / III . 11 I �) / ,,, I , oo N v\ \ °\° \ p / II\ \��\\ 11l I \ \ \ \ `\,\ �� (' I� -� ,III,II,I'11'\ I I II I,,I I1,1 \\\ \\\ \4, 1b J h -t�\I I�, 'll /1 I1j� , /� / \` , °°° `, ' \\ I 119 ° \`\ \\\)W''\10,\ I, \\\N�\I\\ ,/I�I �). \ �\\ \ \ \ \9 / \ / .. f \ \ 1 W ♦ \ \ \ \\\ \ / � 1 1\ \ \ 1 1 FIX \\ \ \ P. / /,l \ l� ) // _ \ \ \ \ \ \\\\\\ \� \ \\ \\\\\ \IIIII - 11 \\\\ I I III IIII , \ \\ „\\\\ \\\\ 91 / / / !/ / /„ \ - \ \ o \ \ I o \\ \�\\ '1�\\\\\ \ \ I I 1 1 11 \\ \\\\\ \ III I /0 o // 1 // (I µ� l/ �/ // '� \ \\ \\\�\\ ��\�"\�\\\ \\\\\\J If, 1\ll \ \ \ \\ / I I I III 1 \ \ \\\ \\\\\ I / I, I III l I \ \ ` \ \ \ \ + \\ \\\\ \ 1\`\\`\\�\`/ I I, II 1\\\\ \ \\\\ \\` II IIIpp P/o/ 1 ! /1 r<I 4\\\\; II \ \ \ I° °``\\ 11 ' ` �``:`\�`\.�N "�\ J/, 1 \ \ 1 111 1 I 1 \ \ \ \ \\ 11 III d 0 ' I I I ` `_ i \ \ \ \\\\\ \\ \ \\\\ \ \\ \\ \ / 11 \��\\`\� 1 \ I 1 \\ \\ \ \\ j1I 111I'P ' I M II+0\\ I'I1l 11 \ i ' \ \ \ \ \ \\\, I 1 \\�\ _ ,, \�\\\\\\\\ \\\\\ \` \\- I II III \ \ \ \\111 IIIIII IP( / �/ I q rl I I,\\\ \\ I\ I \\ \ \ Q \ \\ \\ I I I \ ` �\\�\�\\�\�\\\\\\\\\\"I \\\\� \ �\\ \I I 1 1 \ \ \ \ \ \ l l I III Id I IN f I1al' I \ \ ) \ \ \ \ \ \ 1 I I \\ \\\\\\� \\�\ \\\\\ , \\\ \ \ / Ill \\\��\�`•\\\\\� `-',III I111 \\, \ \`\\\ 'IIIII IIIII 1 1,b'P ' I �I- I l lI IAA\ II 't - \ \ \ \ \\ 1 11 \ \\\�\�\\�\�\\ \ \\J \ \ \ \ I \ 1 I I ,,f t. o / l f / r \ r \\ \ . 1 \ \ \\ \ \ \\ \\ \oo \y\\D\\\ \\\ - ,1 I I \ \ \\\ \\\ 11111I,IIIII Ip1 I // 1' / 'c4 N I 1 \ \ \ o \ l \'1 11 ` Q\e��"\\��\l' \ I- \`\\`� / )11' � \\�\I�I\\\�\�\`� - J1 \ ` \\\\\\I\ \1j1 IllI'll lblo I / o + �:1/ // / /II �\ \ \ \ ` I \ \\ \ \ \ \\ \ / \� \I'\\\�\\\\Q\N \� i ' I I \ ` ` \ \\\\ \�' \\I,\ \11\I I`1 I /I 0 / 1 /- , \ `\ '�0 \ Ir \ \q �\``�\\ �\\��` \\\��\\ /' \1\I \ \ \ \ Ib I //l / ,/ �q \\ \ . \ \ \ \ \\\ \ \ - I _ m \\\11\\\\\\\\\\\\`=�\\`/J \\`\ \\ \\\ \\' "III 6 0 , /'/// // +II II,� \�\�_ \\1 \ \ ti'°�\\ +'If \ \-\` �\ \�'�\ \\\\\�_�1 � \\\\\\\\\\\\\\\\`\`L C�C-6. - / \\ \\ 1 , \\ \,\Illlllllldbl r _ '' I Ifl I\\ `\ \ \ \\ t \. _ _ _ ` '�b 1 \ �\\` \\��S �� \`_��\�1\�� Si O D �\\�\`\`,�\� ��\ �` l I I `I11 t ; I,II IIII\ I, ,d II \ -'I ..11/ /�' ( 1311 IY / \ \ \ \ \ _ - _ \\e \ \\ \ � \\\\ \ `\ ��``��Z\��\� \�� \\`� ° `� r/bl7 55 , iz �; �\\\�-- J ' �\ + I I I 1 111 I\; \\'IIIIII III I�tlll ( / I o + 1 "I/ // I\ \\ ill,) 1/ \\ \ - - _ _ \ \ \ \ a \�'\ � ` _ J \ \-o \\�,\\ ---\\\��\\\\\\\ III 1 II II II I l �dF / 19R Ill//'/ - -' - \ , 1 \ �.\\\\ _ -_ - -_ `\� �\``\� ¢\ \ 0 0 \\`� \ \\\`\\`\\\\_^ \\ / I I 11 I11 1¢I l o ) I I /i-_ , \\ \ \ �_ -\ �0\\\\�� \\ 0 0 \ \ , \\ \\\\ \�\\\\\\ \ \ - / I I I III IIII I'lIIIIt 111 / l I o i /l / I 1 I�SI /// // _ J I I -� - \ \ I, \ \ �� / _ _�� `Z`q �� -'� \ ° ° ° \ \ \ .ata � \\� \\ \\\ O\\ \ \ \ I l l l Il lI / J I / / I `�// �' _ �, - .-a1 ��" \ \ ` , Il„ 1 /1 IIII ,� d b/ \ \ a� ` ° \ \v \\\\\ \ -I\\\\,^\ \ ' lrl1 J I n I I,� r I o r �/ / 9 //%//r - _, I , c \ \ \ \ " \ \o_c.. \\ \ ° `\`� \\ \\\\\\\ \ // d u / / / \ ` \ .\\\\\\` \\\\ `� \` ` '/ I / l'�11(II III I. I o/ '� ,/ ,r /Ji _ l / �7 I �/ \ �, \ `\/ \\\\ �\ /\ \\ \ �o \ \ \ \\ \\ \r\ \ / / / / g/i i / , - / \ IN \` \ \ \moo 0 --\ \\\\\� \ \\ �\ - /llI Jll1/ /IIII I \ J - j , ,j�i// i _ I I -r \ \ \\ \ \ \\ o \ ` \\\\\\�\\�\\`\\ �I\\1. ///IlfIl/"/�/l/ II Ill of /I - ./�/I � %/11 '/ �- i, \ ` \ < / \ �\ \ �`` \\ \\lo °03 o \ \ \ ap \\� \\ \ \ , \ \ ` - / l " 1 /Il'P I ' l \ > / / /� / '.�/ ' / 4 /i - y \\ Q \\ \ ` \ `\ . \ - - - 0.' \ �� \\\\ \\\�`\\ `•� \� ` %- '/ // 11 /l 11 Q I .�� / / / /' d�-/ii ��i��, _ _ _ / < , �` `\ \\ \\ \ \ / \ \ ` \ / r ° q` \0 IN \ \Iq\ \\\`\�\\ \ �\ - '// ' I l ///, I \ / / I / o �/i/ /4 rr /i / , , _ - \ J. \ \ \ \ \ \ �\ \ \ 0 C o \,p\ \\\\\� \\ZY`\` \�\ _ �j-// ,/ r/ //- l o r- Z,, �(c(/ I I ' /i'/�'� /� _ ° \ \,\. ..� \ \ \\ \ \ o + \ I \ \\\\ \ //// r/ 1 ! W//l I IbI 1/II 1 /// - \ \ \I \ - \ o \ \ \\ \ \ \\\``'----// r/ / J/l„ /1 I I,�I°IIII I II'(I!I // - - _ Cn u) * < \ \1 �'a- ` \ / `\` `_�.\� 'e00 \ \\ \ .\ -qri /9 / , / / f/ I IIII I // _ C C I I \ •0� / 1 \\� - \\\ I o ° , ,+ , qq\40 , \ \\ \` /� -�-- / �. ,di / , 1 I II IIIII III ( / /// r \ °°\fib , _ \\\ \ �� 00 \ \b I \\\\%--,-- /_ � 9/ ri/ / \ III Ill/llll�ll l / - _ ---_�W N r I T '` \\\ \ \ *w\ , y ' 1 \p,\ \ \ °.°,, \\ \ "-� /- ' 6� /� - ' \ ' I III y ., c \\ \ ro +�'\\ \\\ \ ° ° y ( I I III G) I e-G. - )\ -- I ' ,w�,,�``, �'/�-i / / I II ,YJ, ////."ri IIII ,/ / _\ _ 0 0 0 ' \\\ \\ -eC°1 �° °�m-�� I �� /F, \* \\\\ o \ \b\4 - - r , _'_ _ //// / , / /// / //�i'// / / , // / ,� - Cfl O O Ill \ \ \ \ \ \ ,$^`° o - + o b o �a\� =`ar9/ /-y / I , / I/ r////�/ r, /i/// / , .\ o o �^ C ` \ \ \ \ \ \ \\ ��\o\ r m �I\ .\\\ \ I\ 1 \ $ a e / // / r///i o 0 o V) ` \ r z \ I I I \I a\ + ` ` �po`p,.o-� /� _ -yi- ' i'% / N%/I ///, //, . // i _ � � O \ \ \ 11 \ \ P ` \Z°\�o _ + Z (i ,\ \, \ \ ° _ ////a �I� m l \ I I I \ � ° - \\ \ \ o / // / 'l/ IIIII. I I 1 i N - \ \ \ , ' --ii' �\ �°\°\ - \_ --I_ \ J \ N!. /j// , �\ - /0/��/�i/ �, l 111 I r I - �\ \. \ o \+ \ \ 0 0 �� - r /- %\1 / /P✓ i/j/ I61I1 Ill 11 I I / � I '� \ \ ` `o -/l ,\ A //--�\ \ G-/��i�r,o:0-°IIa I /galIIIII 111 I"'fill Itllll I - I _ \ \ \`'aQ / l' o T _/ , \ . /--, / a'�p� \ C, ' \ , of I I 1 II Ilj h'%1 III I I / - _ \ \�` \ / \\ \ \ _ \ _ - \� r - / , /f.yy� -`�.,> I El I I I III I III I I I I _ ` \ o - �L -- �1 - - -- / e.%9•e° - _\ \ 4 \ ^ ) o l l 1 \I, Ill III 1 \ \ \ \ \ \ - `\ \ \ \ °\ 0�00 - \ - \\ Z_ \ o �!_ +_ --� / /' .o�q-ii _ - \\ _ w\ \ / \ \ \ l \ 1 1 I I�,� I I - \ \ \ \ 'Q•\ ,� ®°a l / \\ _ si> or NP,\ - _ 7 I i /� - - - \ \� , , 1 \\ o e ,\ \IN NI\1 1 1 111, \ II �- c �1 \� - I-1-1 �` \ � / `\\�°.-. °-. °- �___- --/ ,/ 'ice - �\ \\ \\ \` \°ae� \\\ \\ \`\ \\ 11\IIII \II\\\ ,\ 1 \ \ \\ \ \ \ 1 1 I - - \ \\„ \\ ,�/- - / -- \ \\ \ � \\ \\\ \' \,\ \ I\ 1 \ \ \ \ \ \ / I \�� \ - �1 _ - _ - -- /i // \ \\ \ _ \ \\ \ / / /i // \ , \ \*\\ I.\\ \epa" \ \\` \ �' / - - - -- Z z \ \ \ / / , / / / / , - \. \ \` \ \� _ _ \ °IIII\\\ \ \\�\\\`\\ �`\\\\\\ \ \ ` \\\ I \ q \ \ \` y ` n - / I \ 1 -i -//1 ', I' I\ I I \ \ �\ ) 1 - + -` -\ . \II''//"�'i' \ \`\\��'� `\- \\\AJl1\\\\\\\\\\\�`�\\Q \�`\\\`\\`\ \1 \ u\ \ \ IN\ \ \\ --i - /I--/ / rl I / -- \ -��\ \ IIII///i'i% `\ \��\\ \�\ ��_\,\\\\�N\,\\`\\�\`\\\\"\\I'\'II\'1\I\ I+I�\ \ ,\Iil\ �'q`{\�\�'-- % -, - \ \-__= �`�\\ \vIII//-' ii- \`\\ ` - `\ ''�\\\\\ \\\\\\\� \\ \ \\II Fi \ `I�_-I_ i /�i' 1 / Li' �\ D\\ \ \\ y-- �� \I I/// \�\ \� �\\\ \ �N=__ `\`.\ \\\\\\ \\\ \I \\ ' -� �'J+�' \ l�4j p_ _ - \ \ IN, \ / \ \ \ \ \ \\\ \ / / ` \ \ \ I 1 ' -� `� \ \ \` \ \ \/1111111 1 \\\ ,\\\ \\\ 1 \\\ \ \` \ I \ ` ` _ _ ` \ \ C I /� / J \ K� I I < \ - ` \ \ \ ` \ \ \ \ /V- \ I � \ \ \ \ \ \ \\\ / 'I/ ) r - . \ \ \ \ , , I I / / r / \� _ \ \\ \ \ \' ` \\ , \ \ \ l/ I I t,\ \\ \\\\\`\\\ \\ ` � \ \; \\ \ ` \ \ I ., j,.� , I I 1 \ _ _ \ \ \ \ . \ , \ \ \ \ `\ \ l,lll //'1Y "�111... -- _-,� \\\ \\ \, \ \-//1j1\\\\\\11.N'. \`\\ \\ \ \ IN �� I /�\\�� ////1 J/I �/ 1 I I \\ \ \\` \ 1 �� \ ` \ \ \ //� \' \` `\ // s _ ��` \�`\\` \ \\\\ \\II I'll/\ \\\\ �'` �L - t" / ` �-I lr�/r 1�/ / ' I 1 \ \ \ \ \ / ��\ \J/11///y lA- t _ \ \\ \��\ \\ 1 IIIIII 1 1\\\\ \\\\ \ �+ - a�J'/'fl \r I II� \ \ \ / / \\\\ \� / 1 " F _ \\ \ \\ I 1 I ,1 II,II\\ \ \\�\\\\ \ \\\ \ \ d°JO -`C - \_\ / / `V I I I \ \ \ \ I. \ I'�/_ ��\\\\`�� /// //,/y / - _ _ :��\ \\\\\\\\\�`\\\\111`I, I\ \l 1\I\\\\�"\\�\II , `\ \ \\ I /n4/ %V• III �I \ _ - \ \` \\ \ \\ \ \ \ \ \ e \ \ \\ \ / / 1 / . I \ \ � \ \\ \\ \ ` \ \\\\ � \ \ \�` \ \ \\ /J-i.l `� \ / , / ,��f III � I , I 1 /�4 r I,Q <�\ -J if.�ll}{_� /-_ \\_J\ -Q \` `\�\\\�\�\\IN IN \\N\i111 j �\�\�� \ \��\\\\\�\\\\ \\ I \ \\\\\\\\\ \\ \r ,+ i\ I -��\ / ///// / /'/, I I III j1I \' \ 'y �/ Ti' `\ \ \\\\\ \ �\\\\" `\\\\\\\ \\ \` \\ \ , L��►� \�\ „JIl'I r - _ ` \ `\ \\\\\\II\,I11�III�(//,-.��`\\�\\�� \\��\ `\\� \�`\\\\\\\\ L_\� \ \ IN IN\� / /// / I 1 1 \ - __ , \ \ \\ \ \ \ \ \ \ \ \ / ' ' J� \�\�J/IIII %j \' -\ �\ \`\\ \\t't�j'1 /��-�� \��\\>\>�111\I\I1\\\�\''N,\\\\\\y`\\\\\\I- - , � -- \\\ \ - ` \ \ ' ' ' II -'' i \ ' ' \ I \ \ \\ \ \ \ IN IN\ It \I I I f / r - J \ l I 'I - �- _ - = \�1 \ \\\\\\ \\\\III I //,/, \\,,0,\ \ \\I 11 \\ '\\\\\\\ \\\O\\\\�� \�I \Illy \ ` ' I l / / I 1 - \ \ \ \ \'It 1 \ \ ` \ \ \ I \ \1 I - - \\\\\\ -/ III (/ �\ \� \ \`\\ \,\1,1/// '// �\\\"\\\\\I II \\\\\\`\��\��\�\�)I/lIr I r11 V/� t / ' I I _ \ I h'= \ \ \ \ \ \ \ I \ R J / _ l I - \ l \\ \ \\ \\\\\\\\,�\'\\VllI / / `\\\\ \\X\\\\\ \\ I \\ \\ \ \\ \ I / / l l �[ / / I I I i�� /.� 1 \ \ m\ 1 y T J \` `�� '' l I I �� -� � U \ �'I 1 1 \\\\ \ \�, I )1 /// / / , I I I � _C \ / ' / / I I I I� , ' _ X/ - I _ \'✓ ' �� \ \ ' \ \ , I I I \\ �� I, - \\\\•\ / , I TTTfffTfiii ^ \ \ \ \0, W. ,., / -_� \,\\\\\\\\ \t�1I1111`\„I, \\ \\.\ \ 11// // / / \ \q /l 1 - II , / . \ \ 1 I ,. I r -� ? \ I I / / -\� \ \\\\ \ \ \\\ \I \II! /i,//\\\\\\\ UI 1\ \\ \ `\II 11I 111 11 ////// /!' \I \ / 1 I I ' _ / I' I I ' \ t /{ - i \\ \\ II � ` \ \ \ \ ` \ \ \' '\ 1 / ,\ \\ I- \ 1 \\ l , , / 1G I \ 1" / - I) \� I I \ 1 \ \ I / / '/ - �` � )� / - _ \ \ \ \ \\\ \\ \\I I ,ll,, /rI \\\ \O \`\\mn \ \ \\\\ I I I t 11. I I / / l l / I \ I \ , 1 1 1 // ///,� �! /\ / / \\\`\ I I 1'1 \ ) \\ \0 1 \ \ L.\��\\\ II Ill I I I( 1 I 1 (\ I I 1 \ -' , /, 1 1 1 ,/ // �� ^ \ , /\ \\ /l 111 I / \ �\ \\\ :� \\ \\`\ ,IIII /I141j//////`\\�\\\\\\�\�\`��\ �\` \\\�\II\t\,� 1 �,\ 1\l11\IIIII\,I,\l I I I �' / l� It �\� x Z k ( \ _ / II /r , ' 1 ' \ 1 I ,� .\ \\ I ' 1 I\ \\ \ ` \ I\ 1 r // / l ^6 \ \ \ IIII I , I 1 \ \ \ \\\ q' Il l' �l/I / / `` \ ?0 \\\ \\\\\ \ \\\\ I \ 1 \�\ 1 1 \ 11 1 14�� \ I I J , �j - , , ' \ ' \ / / / //' y '� �,/ \ \ 1 / i . 4- \ \ `} \ \' \\\ \' 1 IP / �/ / / \ \\ \ \\\ \\\ \ 1 ,1 \ I 11 \1 \ \ 1 \ 1 I I I / / \ \ \ 1 / III \ \ \ III \\ , \ \ \ Jr // \ \ \ 1 I 1 // / \\\ \\\ \ \ \ \ 1 \ I \ ,, , - ti / / / `� I I 11 y \\ \ \\ \ \ I 1 / ,// \ \ \ \\ \ \ I 11 \\ \ • \1\ 1 1 11 I r -`� \ / \ \ Q - r \ \ \ �, , / / - \\ ` ` / 1 �, \ 1 \ \ \ 1 11 / //, \ \ \\ \\\\ IIII I 1 1\ \I \ \ 1 I 11 II I '\ / / \� \ / / Y I I, �c \\ \ \ \ \ \ // % /\ \\ , / I I 11- \ IIII,, ,d/Il, ' �,/ �\ \\\ \\\\\ 1 -Ill 111 \ 111 \ \\� \\\ \I 1 11 1 I - - _ 1� - ' ,/ I / 1 \ \ \ 1 \ \ 1 ,\1 , I `y \ \ I \ \ r \ , " °i \ ,\ \ 1 III / //// \\\\\\\\ \ I )f, ._ I I 1 1 \ , I If (/ / - I \ \ \ \ / /// r - /�\\ \ / l \ �11\ \\\ ,1 III / ��\\ \ \ \\\ II I I/,' II\\\\ U t IIII 1 - _ / J� �}\ \ / 1 �/� 11 I I hl�\ \ 1 ) \\ \\)//% //// \ k \' 1\��"//// /'r - � \ \ Q\`\ \\\\\\I\Illl,llllll///111/ ///��\\ \\\\\' `t\\IIIII 11II1 1 ��1 �li �I l I I \\ _ -, F'/ l 1 I \ \\ \ \ I I I , 1 / /� I I I \ \ \ \ v: \ , ` - \ . - _ \\ / / / I 1 \� \\�\IA\ \\I\11' I I14 Illl)Illl�i// � `\`\�\\\\`\\\\�\`\\\\\\WJ)II(ll IIIII1111II'if Ill,! / \ "�% 100, -! - \ _ �. I tr / I/1 I II l ,� \ I \ 1 \ 1 , \ - lII'l /,,/ /�\' /� (III\`�i/// / /, 1, \ \ I'\'\\j1111111j11'JI�JJ////r/ i�\�`�0\`\\\\\"-Il"II'l111,1111,1I11,t4 T l k \ /-\ J - �r�g� I r 1, I I �^�\ \�\II111 \ _ -' \\\\ \\ - Jill I 1 I I I I 1 /�/ - 7� - / „ / / - _ 1 1I / ' /� - � l \ /// - _ � \ 11 IIIIII // /�\\\ \ \\\\\\ \\\\ \ II III I II II� \ / - - - y / / I 1 1 \ \ I \ 'I I �/ / I \.-- ,/ / /, \ \ 1 \ I, 1 III,111, r 0kit/// '%// `\ �\`\\ \Q \\\,., I I ( I 1 \ , - / \ �\ / , `�� / / 1 II , /, \\ \ \\\\\ \\ III \ \\\ \ /- l 1 r t\ ,\ - \,� �'� ` /ice 'III ' SS ' \r \\�',// r/ ry11 � I1111111 �j///////, \\ \\�\\ \\\ \,I 1\11 \ \\. T I t lr C '_ _ � II I\ - ' Y ',\ ' , /' ' _ I �I \ I I 111 \o , / /, I \ \ \ \\\\WII,O \\\ I I 1 1 \ \\\ 1 /�/ 1 /' \Q / \ / < I \ ,\ J ` 1 , _ / - Ill I// \ \1 ll III„I /�„//// r_n1 \\ \'�\\\\ \ \ 1 \\\\ I \\ / - \ 'o , 1 \ I \ , \ ,I 11,I/, l 11 Jl ,�� \ \ + 1 \ \ \"\ W. �`\ J \ ,\ \ / y / ,1 0 _ \\ t II I / ___ / \\\\'I 1 \ 11\\ 111U1 /Il 1, ^V \ \ \\\ \ �\\\ �\\`�\, III J, I \\I\\ 0 �\ \ ,r / - - - - O O N �i D. I - \ \ � // // r / \ , \\II\1t rlu I I h \\\ \AN,,\\�\ , l r1 \\I \ /r /-, / 7 ` - \� \ 1/ / // _\, 1 1\,\ I,VII 11 V `\\ \ \ \\\\'11111 r/ m \\\\\ / -/ / I , �_ / I N N O \ �,' \\ I I ,I '/, / ' \ \\ \ 1\IIII I II IIII I, Il \I\ \\ \\\\\ \\\ \ 1I 11 I I r '� _ / / .IV\ - - N _ _ \. \ ` I - \ \\ 1 1 I I I /\ //" - 11I 1 I Y / - l \l \ , \ I I,I II 11 / J \ \ \ \ \\\\\\\\\�TII\\�,111 1 I I , ,-, T \ \ \ \ I /, / / _ " \ O o � CO '/ \ \\ \` 11 1 / _ / - - -/�\ \ \\ \111111111,1//J/n ///, I � \\\�o\\\\\\\\`\\�\\M,I,I�I�Illl/l/,/- < 41 \\`\`\\\\1 `T <, // ' I o i /I - \\ `_ 11',IIJI II / 1\ II 11 // \\\\\ \ 4,°\�\% / I \ \,\ / \ I , O O /-- \ \\,_ I 1\\ /11 // \ - / � \ / - / - \ \ \� \ \ \ 1 , I I l l \ � I 1 / n \ \\ \\ \ `\\\\\\\\\�\\\ \\ j I� I 1 I'/ 1 \ \ \ \ \ \ , , � � �l \ O O O � \ J \ ,,�, ; / / / ! iI Il IIII\ I // \ \ \ \\\\ \1 \ \\ �11 \ ' M \'\ \ \\\I I d ✓ _ CD \ \ 1 -, \\ IIII,tIII / _ = -* \\`. \hI \ I \ /1I / \` \ \ \\\ \\ \\ ` 01,IIIIIIII 1 N I O ,\\\` - 1 , ��L, - _ L, \ � O O - m ` /It \ _ IIII I I I /f^I I/1 �_ -' ' ^,ice / �.� \ 1 1 JJ II1j/i / V 1 \ \ \\\\\\\ � 1 I I \ 1 _ 1 �� •P \ \ �N (J�.., `\ y �Y /\ 1 \//lI I ' �' \ \ \ `\\\\\\\ \\ `\ \\III\�I I II I . /\ I, I \\\' I\\ y , O \ ,' ice,_ \� �� _ IIIIIc3IIII // i ' ' ' -��- -' /�♦ \\ \\ II11' II,III't ' 1 / /Z ^ \ ''� \ _ I 1 // II��/ / - C� II \ \�\\ \\`\\\\\\\\\\\`O'1\IIIIfl111'11 /�/ ) I 1\\\\\\ , t I ,l /r-I`I \ I I' ` r- I` I II,'kl4l VI 1 I / / // �� ` \ 1 1 l \\ I/1( (/- \ �\ \\\\ \\\\\\ \ ; I III I /' O ' / ' ' ` I I / ) '�" I1 - _ / / i,' 1 l \ 11 \11 J ll II 1 ('( J'r \ \ ` \ \\ \ \\\\ I 1 j1 / , 1 \ \\ \ \ IL .1 1 J' , I ' \ ` \\ \\ \It\\\ / .i \ l \ \ \- !IIII I}, ``1 \\ \`\\\\\"\ Jr'II IIII �''' )Ill 1, ( ' N,1 I I" - ', - \\/'II,\11 +1 Q \ \ .' \\ \ \Ill \ I III // I \ \ \ \ ,'%_ ) 1 1 I I / I _ 1 \ I i \ .r ,_ �\ \\ / \fg / / / \ \ ` \ l / // ✓ \ � \ \ \\ \ \ \,,\ll\\ ) \IIIIII � - / / ) I \ I ' I \ \ \\ , I l - \ \ I .i ll 1 I / \ \\\\\\ \I I ll IIII ( - \ 'I I r III , I - - \ �" .t/ r, \ / \\` \ \ �� V I ,e / \\``\ \I I\ \ / , \ \ \\ I I / \ \'\ n I/F I k �i \ �\ 1 ' �, 11 r I� \\\\ \ \, 1l,\ 11q,1r r I I ::\\ \\\\ \1 r 7 'I \ \ ' ` i \ 'I . ,\\ , \ I 1 r r \ ". `\ \ \ ` \\\\\\p\ \ \\\J f 1 jl j1N ,\,/1 r 1 - , J 1 ) 1 I I I I <L iz r �' T 1 - , Il y �,1 \ \ "\\\Q\tl, 1I I \ 1\ I / l\J� z,' \ 6 /11 I I,II l \\ 1V I `\\ \ \ \1.�,'\\\\ \ �'\\II,\ J / / / I \ I \ / I k�- \\` \\ NIN\\ 1\\ IL.��' v / OA \\ 1 \ \ \\' Ikovr \ ��"v 1 \ \ \ '.C\\ X\\1\\\\\ 1 I / I , I I 1 _ \ 1 / - y 1, y' ti �(-IN .� \\\ I , \/� \ \ + \ \ \- I ,,r/it , i� -• w�� \ \\\\\` \ \\\I \\, / I"I"I / ' / I I t_ I \:11 \ \ + � _ - - -� I \\ I 111)I)/I If; r1 I I / ' - - \ \\ a \ \\ 'M \ 4 N/ // / / \ \ \ \ \ \ `�\\\\�\\ �(1 1 t \ 1 , , I ( / - ' / 1 _ \ I // - _ \ \ 1\ - -1 I- IN \1 L\i1J- - >,,1\,II I II �/ I \I I , / - \\ , ,III\ \ 7" Y. . \\ \\\ \\\ \ \ \ 1 \ + . _ 1 - If '- / I� � I I f� / - \ 1'tl\ \ -/r j11 II Ipp\ I I I\ I I I / + I,, "\I \ ,// \\\ `\\\\\\� \�\\r\ ' T \\ I / ) _ r l \ \ \ �, '� \ C'� - I At III I I I If I I ! I / / - \ 1 1 \ l \ \\I Il l}II\r\ /i /1 I r ( ` ` \ \\ \\ \ \\ \ \ \\ \` \ \ "� J \ ) ( I ! / I II I 1 \ I, (� '^ �-`\ \ , I/,II1y l 11-d, l � �I / / , _ I ,' +\ 4�` \ / �¢'pl1 l \ \ \� \ \� \ \\ \ \\�\\\ �\ 1 m \ l 1 / / �+ ) ) \ ` I I - I L ` \ \ //ir 111 1 I \\\\ \o c(0 y� I \ \ \ \ \\\ \\\�\\\ �\\ , I / r I I L3 \ I III �'- T ' t� \\ 1 / /,/ -� J I I I I n�I ' \ \ \ 1 ""+'f' III �` \ ` \` \ I \ \ \ \ \ \\ \\ \\ \\\ \ \ 1 I I �N I / \ 1 I t T \^ \ / I - \ \ , \� / .� 1 I I 1 ) \ \ \ \ \ \ \\ \` \ \ i 1 1 > \ / -Y�IIY I I I - _ - 11 / \ \ \ \ \ \ xs� / / / / / , \i I / I + I �i \ \ III I / �' \ \ \\\� \ \ \ �\\ \ \\ A \ , \ I / I , \ \ \ i, \ �' l / % ` , \\ \\ �\".0� \ � I \ \I \ \\\ \t \ , ' \ : \ \ r' ;, \ \\\\I 1 I I I \ �\, `\\\ \ �„s .� 1 11 \ \\\ \ \\ , \ \\ \ \ ( I I I/ / \ \ \ I I I 1 I 1 I l I , I 1n �\ \ \ \\-`-�'> W� I l \ / \ \ \--t� / / \ \ \ \ \ _ \\\\\ \ \`\\\Q\\ \ x k \\\\\,\\ \\\\\ l 1 J / II '�� \ / I } \ \ �' - �A \ \f\I�-I - 111 \\ A I ! , y \ ` I \ I \\ \�\\ 1 \ \ + I 11' / _ / / / \ \II I r I I __ \ \ ^ . / / / \`y, \ n \ - \I 1 II ly\'r 1/ \) I� J `` / \,\`� / \'\\ `\ \ \ \ `\\\\"I \\ \\\\I \ \, 11\ 1 \ / 1, / II I I/ \� �I \ \ 1 \ V , /� - ,�. p},, \ Vt '� - / / \ \ \ \\ �` ��\J \\ \I I \ \ 111 I \ 1 l+ I 1 \ I' III I '^ - I , \ \ \ \ \ \ 1 , - , , \ I,1 \I 1 \��1�'( 1 1 \l \ I` �, / .'-\\ \\\� / _\\ �� \ \\ \ \O�``� \� \' 1"\ , ) I , I 1` `'- __ \ \ , /ii-`T� \\, IIIII t /, , \\ ,� \ \` \ \ / / / `` \ \ \ \\� \ \ \\I,,`,y'�II \ 1 \ I \ \ /1 11 I - - r' *>3' \ Ill I - \ \\ \'_ \ \ I \ \ \ \ \ >\ ` �� T ' \` \ - % i / IvV _ ` �� X \y1'y`Ij11I1111 \' 1, I \ /�i - ' I )I II \ +/ \ ' - - _ J / -- \ / -r0'� \ \\ 1 I - \ \ t I IiJ ` ` \ \ \ - Y \ - - ' � �" _1 �� \ \\\'\� \ II I 1 \ L- I \ \ / �. / / ` \ \\ \\\\ \\ \ \ \ Ap ` _ _ I i > /� ,/ ` \ \ 7�'f \ �-� if ,a\ \ \ \ + , / \ , \, IN \ \ \CC` \\\ \k4�` c \ �S- /\ -''/\\\\\\'' \ \ (� v' V\=$ 1"�"• IMI - '1\111� �/ \ \ \1\ 1 1�\\� \\�-^ \ ` \ \\ \ V' \ V\ \ \.. - _ 1 _\ 1 ' 1 (I �\ ` e \ /Lr II /i - \ I \\ \�\ \\\r\ \ \ \\\�/ r\/ \ r� �� \ __- _- \\ \ \` \\ 1 /� - \\► • I 1 , d 1 I f\ \ - - -� s/ _ +%'�I/ f �t/r /- ( \ II 'I III '/ 1 1 / \ I \ 1 i \IN` IIIII I/ \\� �`�`\\\\\� \\ \\\ate `\j�� >.5, �___ � \ \ \ %\\ �� --# , � I11, 1 I \��` , 1 , Q \ II,I I I I \ M\� \\\\\\\ \ \ \\\ \\ // - `� \` \\\ \I` + 1 \\ 1 I,�I I A\a_ I pA j1 1 I 1 e ��\Q\�\��\\ ,,,\ \\� \�-� i / __��\ I ) _i \�\\\\ \ r\ / \\ \,' 1 \\"V_ 1 / �- + IIII,' I \ J III 11,I I g\��\`�\��\��\\�\\`�\\ ��\ �/ '��'2�Jr`J�/�i _�i %�\��\ \ \ / //\ \ I�v^jr I �\\\ \ \ -_\` / II I I \ \ \ II IIII 4� _ \ g \ 1�:\ �`:-,- \�\�\� \ �� \ Jam- ' } `�Y /,1 /;' i ,' - ' \E'il I111, ,+% \ \ J\ I I \I\ \ \ \ I \ r _ \ 1 - \ \Il A l I I I \ I / - I ,/ �I-',I I\ \\ ; \ �� / / - \ \ �a�..\\\:\\Q \\\,,,, \`" �� -f _�) /��Y////'///, i - _ -, IIII Jill // . + II l \ 1 ' %"� 'Z 1 A I `�`�\ I111 I I I \ - _ v\\ 11 �+ I\ I -1 � \,\\`\\\o\\\ � \\1A ` ,� _ ; ! -.. IIII /, / r / 1, - - - , �r \ I \1� JJ/ ` .�..'}P- \ 1 I I I 1\ I _ - 1 \ 1 \ \ r ��`\`\\o\\\ \\ \�\\ - .S -� ,'/ //// ,� _ I \ I\ 1 \ I'y.J,' '( \lam / /" + IIIII I I 1 I1 I -/ \` '\I\\\\\/I . , ; \i. \ �� \\p\\`� : _ -__; � \�_ _ _ _ I )' 1 I /'' u / I r / / ; /��- -/- / r J \� \ �\ I \ \ , �/ _ ` - \�. �"\ -. I I I 1 11 II \ \ \ \ \ d 1 I - \ , \ c I I \\ , _ `n \ \ \ \\ - _-- `�'�\ \ / r f/ / •y-_' _ 1 \/ \X // III\ Il \ / \\� �� J`\, \\�� \� \ _ ` i� ii�Jlll�l I(I111 (I // - \\\ \ \ G \/% \ " ITI \\ \ ?- \ / --\�\\\\\\�\\oG\�=__/%I\�\�,tr/ / / / I 1 I / / + -Y -\ \ \ - / I' \ \ 1- \ I , \ I \1 \ r. -�\ \�\\�Q k%o-- _ = =9 I,/ii ) ///%Y -i % -''IIIII IIII I \ / � -,, / - / \\ \ \ _ - - \ \, \ - ^^ / II \ I\ I n // ====..\,,,NN, \\�_1111I(r%// //� ��-;r,iJ)11�1 {J'�f, �'-'r lI -\� I`\ y ` �_/ ,� I 1 _1 II I111 1 I ,ll' r _ -Z\�� - � I\ /'III 1�,1\ t /'�'%/ / '' /ii -4 1 - 1 r1 ,�' t "N' 1 1 ' / r �j - / i'J _ � 1 I� l l " - \ `, - � - 1 I I III 1 I f / \ I \ J / I\ / I I I \` / 11 III (I I 1 1 , � .(� \ _ I \ \ \ � / ' I ✓ \11 Ill . \, \ \ l IIII p\\l p I I II ( I // / I 1 I I l - - _ _ y I ' \ -� -- �/' L 1 1 I I , \ 2 \\ /'1 ,/, � k I, I \�, // -� �� r,•I II \\\\\\'11,1111I11,\I\\ \\11// / '/ I' 'III -I II 1\\ (IC��' -'/ - �� \ \ �� -\\ �� _ C _N' 1 I 1 I I <-��\a ) lI1\\ \'\ 1I I,1, \\\\ \1 1 ' 1\1 I 1 I11\\ N. \ _ / -- \ \ \l \ \ \T�'iJ�_ I -_ !"'' •� ) 1I \ ! ' \ \ ' 1, , \ ,IIIIII' 1 ,\\\ \I\ IIII I \ 1 1 \ - ' 9� - - - \ \- - 0' \ P 1 C\ - - _�•_ I ' ' / _-- _tea :\� _�,( I / I 1 ,, \ \\\\ iii '1 +g 1 \ I \ \ \ \\ \ ��/1- - \ \ 1\ ,�: - - I 1 44��1 I I t I I I '' ��a:,-�(,'/'/i�j111�,11\I�,a\�\\�\\\\\\\\� \ i n I\� \\\� \\� // _ �� % �\ ` �VjI� T y-'_- - _ _ 111 �I m 8 C W ' / / \\\�\'C _ - �\ 1' I1 j A\\` \\ \\\ \\\\\ \ I. 1 \ ,1 ` \ 1 \ l / -i ��\ \ \ \% \ ' / ' \�7N�: ` ,11 I 1 1 I I 1 I I W O \ \ _ _ \ _ T ``` \` _J-I/I \\\I 1\\\'\\` �� `\ \\\ ' \IIIl- ¢ 1 �I \/- , _� \ -I\\\\` \\ I I \ `�_ ='�' / �' II' I (\ � C7 1\(�•\�",��_--I\\I\ 1�\\\\\\\\\ I'I I \>'�/ „/G= \ \\ _ L o - l/ I111 J ll I \ \\I\, \ \\\ 1 \ W r _ \ - - // // �O` J'\_�= v l l 1 \ ``\ I�/' / /� \ )II\ 1 1 I I l /� -//, i y�\' /` \ - ��,/7�+'�l \ \ r`' \ ` - ` r_i - _ __"I ' I 1 I J ' I ' -/i \O`er III _%--JJ///// ) \ 1 1 / / /,r ./` 1 \ �_ \`� \ i \``� _.-=��' - '-"`Ql / I 111 11]1 ( I 'I / \� � ` I'� - _ _ � =>a.= -/�ij�/j1�r,4/ I I I \ , \ r % /,'/,// I \\ \� \ Y'\ \ \ \ I ` - -\ y It _ O O �_ r `/ J l \ %_-��\\\- - ��===c_�=y /-i-,-%ii/ J' ' I'X /%/i/, I I / �,\�� i� x \\ \ \-'� il- /' \ - '- ,) 11. I O O O 1 .- _ - - / I / V. \\ I _ i L _\ / / OO I \ \ \ \ \ _ _ / _ I I \ _� , - /"icy. I I \ �_ - _ i \ \- 1 O i / _ , - - _ \\ �'- i / - -/ �" '(�//y" 1 I� I I /%„ / /, / / ' ' I 1 \\� \ - _ - \ � - i , �J- - 'Q� 1 \ ' _ _ _ / I\ \ 1 ' - � ::�,,, , - , I �I'-�/ i \ / , // I I \ \ \ \ e \ \� .<y 1 _ - � _ _ _ / - \ \ 1 I , I 1 \ ' Cfl CJl N N III; I \ \ / - .�p'��.,�--/� �/ / r , /1/ �''I� L v v�r ' , /// i �� \ �� .`V^ \(/�� (� �,/'S/ , �_ - _ _' o \ I I I / / / /Ili / / / / / / v I \ ,/ / '/// , I , . \I //+ ��I.0 \ 1�ij�� \\, - I ✓ h� �� Z) 11 W I 1�111V \\ -i�/� I 'I / ' I 41 II 'l ` / / /i/') l , r� I \ y - - ,l y ,/ Ln, l 1 \ -f - i % / \ \ , / �? _ J - P,111j111 III �I 11 f \ �- L -1 , ' /011 ``N\\%� //�'/' J1 1 I I \ \` \ w� /_ I l/ `_-_ -- i / +/ C: . /'' '' T I01 P I I = I I I111o,1,1I I 'I' ' j I (I '/-MF-ijkI uu / / 'jJ1r1 y I 1 \ > / i- - �s -0 LPL\ / \ ` 'ts \\ 11f I I/ + / 1 f \ � ' I I I \- �\\ \\\ % - i_ �X__ \` ' O '' \ I r , _ ��` \ ' IIII/ / I I� , yam' �` \ ' , ' III /II \ ' I \ -< - \- -/if^-\ ,' / -� 1��I\I , � + /ir .., _ \\o\\ \ + ,I'1 / , V I 1-\ 11 1� i I /1 � \\\ I // I Iq\ � � \ /\ \ �`91 „�'\' I C__ i% 1\\ `\ \ /ter + / r„ �% ,^ I. + ,` \ \\�\\ \\ \1 V o IIII I/ 1 �' I (/1 V / q , \- I 1 / l / \ I \ - \ \ ri -- -- _ -- \\\ ` �� - r / \ \ i/ \ ` ll \x III / 11 I- / ( y III I I 1 / / I ! \ _T \ � � \ '/ / \ - %' r \ 1 ``\�\� c- l'- \\ /` / \ \ \� \ 11 I Il j I,l �I /\/ I I I I \111 I 1/(' \ \ �\ _ I I I - � // //- /- / + \ � Ll r -l/If, `�( ` y/ \� `\\\`\\\\` \ \� _ Illllll'II II I Il I j �)I IIf1 / P I c`1 - � \ `� 1` ttt d l I r \ � _ \ \, 1 I , /' \\ 1 _ / %/ l I'll + \ \; \o\ \ \ \ l'I III 11 I J (j I IIII �/' (y( II/� /I \ y\ \��` \ )\ I/�j < i -/ /r I \ 1 r/ 1 1 1 \ �, - \ - /IIn,/IId ��\ , II /1 . /- I 11 � I�. �c✓ /./� �I /J� .1L\tea \`%1 �.\ iI.f . \.\ N i / _ �i�i �. �� i i / i' ,_- l�l\ / / / //.lianl:4 t . /%Z, CI .\\\ �2I' IIILII +' �Illll' • • 0•• THIS DRAWING PREPARED AT THE F '�a COI CHARLOTTESVILLE OFFICE O T MMONS ROUP• • • YOUR VISION ACHIEVED THROUGH OURS. 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 co, ao TEL 434.295.5624 FAX 434.295.8317 www.timmons.com \ m C z � o 0 1 Q� 1 DATE REVISION DESCRIPTION g � o- N S O U T H W O O D PHASE 1 BLOCKS 9 1 O Vl 1 ti m 0 7/11/2022 UPDATED PER REVISED GRADING �f�`1 �'IM n m \I °� ED n n cI 81912022 FINAL SITE PLAN RESUBMISSION N Z W o COUNTY OF ALBEMARLE VA o m p o Z o Z W o rM >�'IN O1 OVERALL PHASING PLAN � A A ` " These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 'TOBISCUITRUN ° \ ■ 30'(MIN.) ------------------ ■ TRAIL BUFFER — H CENTERLINE \ � OF 0 °° WPO BUFFER �\\\ \\ � h io GP UGP \. Io° �� \ i / / I i — — �P— — — — — — — iGP — Bryan D. cichocki 'Z \ �'�� lac. No. 53741 � — OHP— — — — i- ^ s� — — — — — — �� —. _ — OHP— OHP— — — — d — OHP— OHP— — SIONAL o 0°, / / / /♦♦♦ O.H ELECTRCTELE. TV °, /�� ♦♦♦♦/ LINES E ♦ TRAIL BUFFER EX24"HDPEAPPROXLOC-----�------------ ♦ a, E ,o t _—DSO---- / i i 1♦ / w O O o / O /♦♦ / H W N 3 / / 1♦ / a/ �vai �3 o / / �� ♦♦♦ // 5.' :' / DLL o^ ° O / O ° / / / \ ♦♦� I / W V W Z — in O / f 9/ / / ♦ I DOOO a� a ° / \ 6.25' °� ° �/ $5, e I 000°000°000°o o = x N o FEMAEFFECTIVE / / 1�♦o PEDESTRIANa d q_a. DODOOO� ° / / ° ° m ZONEA / // / / / / / ♦ / CONNECTION #1 m I 0�000�0� o a uj o ° , o FLOODPLAIN r o / / / / / ♦♦ \---------- - ---------- - ----------- a m°o°o°oo°o°oo°o°oo°o o Z o \ I o0000000000o F c � o 100YR FLOODPLAIN PER o ° , ° / / // /♦♦ /// / (►♦ I o O w�� LOMRCASEN0.21-03-0029P0° ° ° / / / ♦ / "NO PARKIN I e OOOO OO (UNDER REVIEW] , ° o / ♦ \ ° o / / / / / ♦� / \ RE LANE" CG-7 CURB 20 4' X F CONCRETE o v r�i 00 0 'ZI0 ° / a / \ S ALONG PAD FOR (1) 16 DOOR I I ° O OOOO O O o W = ° ° / / / ♦♦ RA 10 TO DRIVEWAY 40 CLUSTER MAILBOX O�OOOOOOOOOOO�OO �H �� 500YR FLOODPLA/NPERo 00 0 a ° / / �/ // ♦/�♦ � ,-' ° \ °° _ _ _ _ _ _ _ p�j / \ AND FR JL ENTRANCES. OT-24 — o oDODO� o LOMR CASE NO. 21-03-00�JP 0 %� /% / / / ♦ / 16 \ \ �l7RBi� O 5' TRANSITIONS - — — — — �OQ QOOQ OO 0 / \ CORN EITHER SIDE. 8 TH 2 5' SETBACK 1749 0 (UNDER RENEW) , / O 0 100YRFLOODWAYPER o° ° / 30'(MIN.) / / / ♦♦I S a 05J F' T 8 OT 1 LOT 20 LOT 21 L LOT 23 I 44' = w LOMR CASE NO. 21-03_ , o ° ° TRAIL BUFFER / / /♦♦♦ /'" ' ENITY S CE 350 SF 1350 SF 1350 SF Q EJECTO \ 182 F 50 SF 1350 SF II (D o Z (UNDER REV/EW)9P , o ado / /♦ / / PUM o o� 0 , fro 0 / VDOT SIGHT / / \ / ZQ 0 EA 8 I 0 w N 0 0 ° Sy�,� / / NT / / / 102' 5' SETBASiFt I N 00 / 00 oo`'d / �� / // / 10, / 4,'°:1 •:20' I I CV'-6 w W Noo F N 0 0 ♦ CONDO #2 / 3 =a:oa 4 ° ° ° ° /a�/ / / �/ /// / (8 UNITS) /\d / \ R3' I R3 4 9O 18 0 ^DATE o MANAGED 0 ° ° o ��ol ° STEEP SLOPES �� / loll / 0 /a s S SAN SAN AN SAN s 0 (TYPICAL) 004 ° ocfid� / / 46.6'/ �\ / / /° R 4 I 0 ° 0 0 ° / / / / LOT 72 / I 3' O 1/18/2021 0 0 ° ° 0 0 / / / / // // / / 7020 SF 4" CLASS 3 DUCTILE / 14 \ R84 g"NJ "W 8" I R106' Sq } DRAWN BY �° 0 ° / / / / / IRON FIRE LINE C. GAYNER 0 : i 'o o ° ° ° dJ�� 40' f / 1.5" WATER \6 G R3' DESIGNED BY o <o o / / / �'' \ METER O PARKI g \ '1S': :,ZO' I 0 o o ° / / / ) FIRE CN 17.' I • C. GAYNER ° / a.• \� FHA ° o 0 0 ° / / / / / / 13 '� / SIG j \ \ I i I O 18 • CHECKED BY 0 0 d�/ / OP / // / /, SEWER 46.6' 6 / \ ° \ I "NO PARKIN �l J • B. CICHOCKI 0 0� ° Q' ', .r / / / EJECTO -: \ FIRE LANE" 20' TYP. 36' COMBINED 22' SCALE -es 0 0 / ('j NO . N / / PU P ' COyI NED 1,3 8"X4" /. ,.% \ \ SIGN ACSA SEWER 8" DIP • • 0 0 / JQ 'A: /�� / / / / ACSA SE R/ a' 4„ TEE = .'` 4" FOUNDATI AND WATER • 1 "=20' ° ° J / 1�ND WAT g i \ I SSE AC DRAINS TIE T — — — — EASEMENT — — — —48 — — — — / / 102' / EASEMEN 4" GV — — 7 TH - 22' — — — — — 0 ° 0 ° ado / �G Q / 12 \ STORM SEWE INST. NO. 0 0 J. `�!i �j / / /;' CONDO #1 / / INST. NO. 0 / 5 ; „-,`. \ 202200009614 Q �Q �\ / / (8 UNITS) / 202200009614 4' X F CONCRETE �� 4" FOUNDATION LOT 71 / y18s'; ; LOT 11 LOT 12 LOT 13 LOT 44— LET 1 L I � PAD FOR (1) 16 DOO � 1� og oo`' / / _\P / � , DRAINS TIE TO \ 7140 SF 1 5' \ \ �! 1780 SF �2 SF 1619 SF 1591 SF 15991 177 SF 0 0 \ / \ ; -' j $' ' \ 2354 SF CLUSTER MAILBOX 0 0 / / / // / / STORM SEWER / ;' C7 24' LO�T 1U \, 0 0 / / / 8' 0 "X4�' 2- 4 SF =\ �' . LOT 26 ° 0 0 / / / / 4" CLASS 53 DUCTILE , a � ° �o/ / / / �� IRON FIRE LINE g; 8' �� -< • }T. I 5 21 D4 SF a / / / // 4' X F CONCRETE PAD 6 / l5 • . . FOR(1)16DOOR O dam' COP 40, /// 4 II CLUSTER MAILBOX & (1) 12 y.tF / 22' I O DOOR CLUSTER MAILBOX. ° / g�� LOT 9 COORDINATE WITH USP / 5' SETBACK / 752 SF I - ° / / 5' SETBACK 11 / 8" CLASS 53 / MODIFIED CG 3 CURB. 1" HEIGHT \ DUCTILE IRON 5 TH - 22' ALONG DRIVEWAY ENTRANCES. T ° D� / / / / \ `., / 3' R15' WATERMAIN F TRANSITIONS EITHER SIDE. V , 0 LOTj8 TYPICAL ALONG SOUTH AND EAST d�� - O SF SIDE OF SWEETBAY STREET. LOT 6 / =' o MAX. 25' SETBACK 0 TEE 2161 SF LOT `� z STOP A 33' CO�A�IN 1624 SF U Q OA AC,SASEWE W J R3' \ GN (.) AI�jD WATE� 5 MODIFIED CG-3 CURB. 1" HEIGHT W O a 6"X4" f EASEMENT / / y \ e rf ALONG DRIVEWAY ENTRANCES. j TE /. �`� ST O. FT RANSITIONS EITHER SIDE. N W / / / / / 6;iG�G ' • ' . �•4T �9 0000961 TYPICAL ALONG SOUTH AND EAST M _j w_ SIDE OF SWEETBAY STREET. o ° o °' LJJ Q T L B w ' g i--i / 9; w� J_ 2190 SF \ a SqN T� Q FH "NO PARKING / LL \ �1 } FIR/FSANE" \ ° S N / ~66 � A / / SIGNS 9' 8" GV 6" DIP \ 0 X. \ \ / � STOP AI)lCi / 25' \ $0� ° N \ \ OU ROAD NAME \ 6„ 0p MANHOLE PROPOSED \ \ NOTES: \ O 22, SIGN (TYP.) 022 UNDER SOUTHWOOD 8" CLASS 52 \ \ 1. MAILBOX LOCATIONS TO BR COORDINATED / / \ L 4 0. VILLAGE 1 DUCTILE IRON \ \ WITH THE POST MASTER. I..L :: %' / 1604 SF \ P C ° p C SDP202000048 VVA ERMAIN \ \ 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & 6" G 5iTH 22' �O �� / � \ \ EASEMENT PLAN FOR INFORMATION ON Q \J MILL A�D OVE/RLAY \ PROPOSED EASEMENTS. FHA LOT \ 8" WATER MAIN \1' \Q� IN AC OR�ANCE \ \ \ 3. ALL WATER/SEWER SERVICES CANNOT BE O / 17.5' PRESCRIPTIVE 161 SF 2 �o� �\�� SOUTHHWOODOSED NDER \ \ \ / V TD. WP-2 ESTABLISHED IN BLOCKS 9-11 UNTIL THE / 0 EASEMENT -- f' - F S�$ACK P VILLAGE 1 INFRASTRUCTURE IS INSTALLEDVILLAGE 1, O ` (1-YIP.) / ! \ Gp�O\1 SDP202000048 / \a \ \ v // \ TESTED, AND ACCEPTED. / IIAZ'': \ ' / 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE j OP �g5`O / \ A HANDRAIL, AS SHOWN ON SHEET C1.2. / 19.0 p ''�' /a NO PARKIN C�O 6� � ° a 5.25' \ LOT 1/ SIGN 8"X8" T$& \� PaM+ 2129 SF � ... a° _aCPC °° F\ INT 10 4, 5' MODIFIED CG-3 CURB. 1" LEGEND GA GE ( ) 7 p � HEIGHT ALONG DRIVEWAY / / CONCRETE SIDEWALK O \ 4" FOUNDATION ENTRANCES. 1 DRAIN TO 1 77' 5' TRANSITIONS EITHER SIDE. s \ DAYLIGHT \ TYPICAL ALONG SOUTH AND HEAVY DUTY CONCRETE �+ EAST SIDE OF SWEETBAY i � LIGHT DUTY ASPHALT — \ STREET. _ \ 5.25' . � / � / / � � HEAVY DUTY ASPHALT � - - �P�93 roe No. CLASS B TYPE II TRAIL 47036 P.t SCALE 1"=20' \ 1� 111,E SHEET NO. ". �k RUBBER I I KEY PLAN o 20' 40' C4.0 c a 2 c 0 0 0 3 a D a0 o o 0 �Z 20 o � c m -- E o a �N a0 0 0 3 Z z„ 0 � a �8 60 `o2 e§ o. d m 2 Y m X C 0.0 tE? A= Eo 06 06 a c 2c 10 a 0 2 �N R 0 m ° c ° sE E F_ L LEGEND OLD LYNCHBURG ROAD NOTES: o STATE ROUTE 631 1. MAILBOX LOCATIONS TO BR COORDINATED WITH THE POST VIVI RC I C JWCVVFILR W MASTER. (VARYING R/W WIDTH EP 30 "CMP W/END 2. REFER TO PLAN SHEETS I - I- LOT & EASEMENT PLAN HEAVY DUTY CONCRETE _ SECTION I I FOR INFORMATION ON PROPOSED EASEMENTS. — — _ — INV. (/N)-442. 15' 3. ALL WATER/SEWER SERVICES CANNOT BE ESTABLISHED IN LIGHT DUTY ASPHALT — — — — BLOCKS 9-11 UNTIL THE VILLAGE 1 INFRASTRUCTURE IS _ — — — _ _ _ _ INSTALLED, TESTED, AND ACCEPTED. HEAVY DUTY ASPHALT IGP GP 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE A HANDRAIL, AS GP 9 i A RUBBER SCALE V=20' KEY PLAN IVA FA FA .1 b-hqq hill NE MIN 4 Lu �w�s�_.o_ _ :o 0 .... ----------- - - - --- .-.... I■ - - - - - - - ---:�,r�♦�♦♦�♦♦�♦♦��♦♦ems♦.► I ■■■■■■■■■■■■��■■■■I�� / / 1 � OMEN wu Dmii FLORA VIEW DRIVE . 1 ' 6,779 SIF OF 90o BEND "NO PARKING 00 ♦♦ ♦♦ ♦♦ e♦ ♦♦ ♦♦ ♦♦ ♦♦r 1 ♦U♦♦♦♦♦♦♦♦e♦♦♦♦♦B 1 �� Dui r �� ®� .♦ ♦♦ ♦♦ ♦♦ ♦e ♦♦ ♦♦ ♦♦ ♦�� fin; /%� % % % �% % % % % % :•%�=1 - 1 I _ ♦��♦�♦♦��♦e�♦�♦♦�♦♦e ♦� �,,�,. /�. CLUSTER MAILBOX immmmmmm ... ♦ .....�■��r� •5- SETBACK " - 1 III► EN I Hill �a�l J LOT 70�.� - /°ill■MI ` III!.150 .. - Ids � ,�► � I 9 � 1LOT ' ® • 1 I .� III® III® i5'SETBACK i14851 IF �'�DATE 1 �� 1 � i II �If,■ MODIFIED . , ill �•�;. ■IC� 111812021 1 0 0 ♦ aIMP lit mile► FIRM 1 1 �� • • 1 • �a� �.., r t 5TH-22' 5'SETBACK SEWER Al WATER C. GAYNER •�,.11� • L�lell� oil ❑� _� , �IIIN III 1 . . �1; on B. CICHOCKI EWEI WATER SPACE r kSi OPEN LOT 66 NO. I I m 10 1384 SIF c • - • . � 1►<0)]� r 1• 1 11 1 • . �IIh� s- p ®,..._.Jim • - `:, , A 1 I ��' - ET PA 1 LOT J4 Hill NO PARKING LOT 6 FIRE 2285 SIGN / 1 1591 CLUSTER I ;, : v�°' \, \tea - - �i •. , • .,:, 2154 SF,/ — . 11 511- j I 1 • WA w • .• �_ � �. � 1 •. • • • � 1 o rye �� iw r� �o'a• -�� LOT 41� •• ,157 SF 1587S 1613 SFr •. IF Allill '� _ - __ —� - :-WAY ENT ANCES. Mal �Wffi -•-• .. •• 1 �• SIGNS • � • •. NO. • __ _ _ • • a z L -- --- --- ---- ---- ---- OLDLYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH - - ---- ---- --- ----------------------------------------------------------------------- EP--- T---—OHT --- ----------- ---- ---- ---_ �OHT�� —----- ��pp --OHP----- ,OHT _ '�--OHT-----OHT-----ONTO \ — P— — — P —OHP— — — — —OHP— — GP = RIA P GP GP GP ION #3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ` i— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —3�RAIL- — -- --- — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — oyT\ \ Ia IPEDESTBUFFER RIAN I - ...... CONNECTION #4 �� a I� - - \ I I g 9'1 1 I 1 1I I TRAIL BUFFER CG-6 20 '� THE �. 1 FLORA VIEWDRIVE I%FIRE !JI' L T64 1143 SF �20' TYP. 18,16:5'' 9.57' t LOT 70 l 1844 SF I w INTERIOR GARAGE 63 I: 6, DIP :: LOT 9 ,, J (TYP.) 31 20" 1384 �F r 20' 5'SETBACK 6 g O I I J G-3 CUR. 140' 40' I � ALONG 11 NTRANC S. I 20' I I.� cn z I' zo I I I "NO PARKING SITIONS i LOT 62 I LOT 68 I FIRE LANE" SIDE. 1310 SF 6 TH - 20' ¢ 6 TH L 20384 SF 5' I SIGN I I o I 31' COMBINED ACSA I 5' SEjfBACK SEWER ANP WATER LOT 1 16.5. Z 1' EASEMENTI INST. NO. LOT 67 I 1310 S w 202200009614 1384 SIF i OPEN L I 60 I LOT�66 I I SPACE 88I: 1 10 1:8'; > 118 . 1381 SF 4,434 SF 4' X 8' CONC�ETE PAD I I FOR (2) 16 UUH 20 CLUSTER AILBOX I � IQ G LOT 65 "NO PAR IN " "NO FIRE LANE" 2334 SF PARK NG r — — — — 20' TYP. 20' OT 59 16:5': 18.5' : r ' : SIGN I FIRE LANE" SIGN 974 SF I STOP AND ROAD 6" GV _ I RT T - m. {T -NAME-.; I-_�___ — 8.1 _ 5, e SA — Ill. 10 PARKIN — — SAN R18' R18' _ e R15' R15'. FIRE LANE" S S N GNS SWEETBAY STREET I 8„W 6"X8" E 20' I � � 10 � I ,I 20' l YP. 22' STOP AND 7 TH - 22' ROAD NAME I — -- -- -- — — — — SIGN (TYP.)- IC --- 5' SETBACK LO 47 LOT 48 LOT 49 LOT 218 SF 1670 sF T"� LOT 51 LOT 52 --LOT--6-3 4708-SF- 'L696-SF- 2710 SF e it e -w w• ;URB. 1" HEIGHT 1,Y ENTRANCES. 1 'OUTH AND EAST TBAY STREET. -- D 61'VDOTRIW1 STORMWATER FACILITY CESS AND PUBLIC 41NAGE EASEMENT T. NO. 202200009607 i 8" G J/ R20' 30.5' COMBINED ACSA SEWER AND WATER w Q EASEMENT II 8"X6" INST. NO. 02200 09614 TEE I > 6" GV Z OJ LFHA < CORP STOP AIR RELEASE VALVE 1" TYPE K NO PARKING COPPER II 22 I IRE LANE" IGNSMANHOLE-PROPOSED UNDER SOUTHWOOD SAN ILLAGE 1 SDP202000048 s \ X. i s � r r�R�ZC PA I \ \ SIGNS \ 'W ±176' TO HICKORY STREET 8"X8" 4 1 8" WATERMAIN d 8" DIP WATER MAIN PRO D S UTHWOOD �VtLLAGE 1 SDP202000048 N �j AT, SAN /S II I I / a� - / �Gp \ n UFO KEY PLAN oHr—1 \ OHT\ Bryan D. Cichocki be. No. 53741 M E O O N � N C > E v E w Q LL 3 p LL O— w O W L M d-V00 Z — n O d O N a z 1-w 3 O Ln x Vn w i c ry Z 2 O o0 Fva� o ry >Lu ti M � m W = 00 W �� ti W �cs aW 0 w� J 2 > Tu.vr—�:,§ N U Sr-, n DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1 "=20' 1� 06 0 0 T\ V , L U a NOTES: 0 Q 1. MAILBOX LOCATIONS TO BR COORDINATED J > (f� WITH THE POST MASTER. MM Ld Lu 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & W EASEMENT PLAN FOR INFORMATION ON Q PROPOSED EASEMENTS. _j 3. ALL WATER/SEWER SERVICES CANNOT BE ED I-j ESTABLISHED IN BLOCKS 9-11 UNTIL THE r..q Q VILLAGE 1 INFRASTRUCTURE IS INSTALLED, LL TESTED, AND ACCEPTED. O 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE W CO A HANDRAIL, AS SHOWN ON SHEET C1.2. (/1 LEGEND v< OU O CONCRETE SIDEWALK 2 g HEAVY DUTY CONCRETE 1•� JJ LIGHT DUTY ASPHALT 0 HEAVY DUTY ASPHALT 0 O CLASS B TYPE II TRAIL O RUBBER D v O a'j JOB NO. �P 47036 SCALE 1"=20' rm SHEET NO. 0 20' 40' C4.2 c a i O d 3 a D a0 2 0 �z 20 0 c T E O a a0 0 0 3 Z z„ 0 � a �8 62 6 Q§ a 2 Y � N X C 0.0 016 aE p 12 O O tll O C EO C 0 N O 6 a c �a 10 a 0 �+ o 2 �N m� O c � m nE E F_ L 'TOBISCUITRUN \ ■ ------------------ o ■ _ _ _ _ H CENTERLINE 0 WPO BUFFERio i o \ ■GP UGP Io° — ■ —� IGP // / ■------------------------------------- GP �� Bryan D. Cichocki Z be. No. 53741 OHP- 00, /� / / / / / �' :�♦♦� SWEETBAY CUR STREET SWEE BAYSCURVE REET DH ELECTRCTELE. TV °, / / / / i' �' ♦♦♦♦� A = 38°13'04" 3 A = 19' 18'47" 4 LINES o / /------------- o ♦:� R = 92.00 R = 112.00 / N / ° > E EX24"HDPEAPPROXLOC. - �----�-------------/ ° / ♦ T=31.87 W ve n _-D�o --- / i i ° o / / /♦♦♦ L = 61.37 L = 37.75 / / W 3 �° 0 o / / / / / / ♦♦♦♦ C = 60.24 C = 37.57 //a / H-u o ILL to 0 0 / / / / / ♦.♦♦ PC = 12+57.07 PC = 14+73.78 r / / / w o t uj M / / / / / / / / \\ ♦♦♦ PI = 12+88.94 PI = 14+92.84 I / W o f PT 13+18.44 PT = 15+11.54 1 r a> o N ° ° °, o FEW EFFECTIVE a�O � � p � x N ° / I J LL W °,° m ZONE A / / / / ♦ / I ° I 0 a p 0 FLOODPLAIN I I_ ry z 2 o / / / ♦♦ LFvam N o0 100YR FLOODPLAIN PER ° ° , 0 / / \ I /// / / / ♦ I I Nry W U) LOMR CASE NO. 21-03-0029P0 ° ° ° / / / ♦ / I I ^ (UNDER REVIEbItj , ° ° o j / \ ° / / �♦ / / r�i 0p / ♦ / \ Id 0 0 a / // ♦♦ o / / ° o / / / ♦ \ 0 0 ° / 500YR FLOODPLA/N PER° , ° / / / / ♦// \ \ - - - - - - - - - - - - SOT 24 LOT L ~ o w I / W a I Q LOMR CASE NO. 21-03-00�JP ° m� / / / ♦ / J �CL ° � / / / \ 1350 SF 1749 SF I o � � (UNDER REVIEW) o u / / ♦♦� / a = C1 100YR FLOODWq ypER o ° ° / / / / ♦♦♦ / T 8 OT 1 LOT 20 LOT 21 LOT 22 LOT 23 / I i ° / / /♦♦♦ \ 182 F 50 SF 1350 SF 1350 SF 1350 SF II / a Z (UNDER REVIEW) �qpo , o� o a�° / / /♦ / / \ . o 0 0 0 , 0�ro 0 / / VDOT SIGHT/ / / / / / / \ / _ / _ 0 Z LIE 0 , o ° d`�� o ° // EASEME'NT / / / I ^� 0 0 0rN / o O� // ,� // // // a I I w W �O �°v' o�ro0� o o / �� / /I / / // \ / 7 — _J— — — L — — — — — I U 0 rn ° / / ♦ / 00 / I o o MANAGED ° o / / / \ °dam o / as s ° STEEP SLOPES ° �� / / / :/ / - N - - -- -SAN-I— -- - - - - - A + DATE ° SA AN S N IS 41 °o d / ,. 1 + 0 14+ 0 N27°3T47"E 14 0 0 (TYPICAL) pp4 ° 0 Ci / / / / / // / �\ / / /° ��- 155.35' ----- - --- -�-- - 15+0p - R3' 111812021 ° 7020 SF, 0 / / LOT 72 / / 13 4,0 0 0 / / / \/ / W W $" DRAWN BY 410 0 0 / / / 8" `\ C. GAYNER �0 °° �0 a�/ R3 w o° 0 0 0 o�d�'i / / / / / / // / e .\ ` / °a / . C� j' \ R3 DESIGNED BY ,�0 0 o fro 0 0 ° / '�1'J�ASS' \ I ', •• C. GAYNER 00 o o / / / / / / \ "\ I f I J • CHECKED BY °0 0 0 ��d / OQ / / / / a / m \ \ I I I • B. CICHOCKI o r00� oo5d / / ��°j^,``Z` // 32' COMBINED /� / e ;' \ \ � 36' COMBINED I J • • SCALE 0 0 ° / / JQ',�� / // // / ACSA SEDER/ _ do R3' ' / ,` --° a \\ 4" FOUNDATI AND WAT RACSA R II • 1 "=20' 0 ° 0 ° 9 �: / ,)(ND WATE-R �� / i \ DRAINS_TIE T - - - - - EASEMENT ° o O/ / %J O / / / EASEMENT Xp�/ \ \ _ _ _ _ - - - - - - - - • o ° Q' / / / 0, \ STORM SEWS INST. NO. I, 0 0 0 / / A / / / / INST. NO. 5 �� / \ I. 202200009614 p �P�\ / / / 202200009614 / / S" / / 4" FOUNDATION LOT 71 / / LOT 1 1 1� o� oo`' Q' / 1 80 SF 1619 SF 1 99 S 0 ° / / � / DRAINS TIE TO \ 7140 SF d5 � � \ �, - LOT 13LOT 16 LOT 12LOT 15 T 17 � • °0 00 / / / / // /// / / STORM SEWER / LO�T 1.0 \ ; 2354 SF 1682 SF 1591 SF 177 SF /' LOT 26 ��( °° a°/ / // //�/ I I 2154SF IL 06 > �e 0° LOT 9 1752 SF 0 LOT 8 / j( � LOT 6 / � o 1670 SF 2161SF LOT ACCOS�� 1624 SF U R3' �/' \\ O'L�\ P �NDWATER EASEMENT99 O ST. non W J L 20000961 M z % J ' LOT 5 ° w T Q 0 LL / / N / / /Lu R25' 2$6� / \ \ Q O ° 9 / LOT 4 c, 1604 SF�OQOaS(RANCE ° ° �d LOTS 1611 SF R25' / \ LOT 2 1640 SF '0Pn,q�1� LOT 1 �� \\ 2129SF �005 \ 4" FOUNDATION DRAIN TO x c.n \\ DAYLIGHT JOB NO. \� d° SCALE 1"=20' 47036 SHEET NO. KEY PLAN o zo' ao' C4.3 L OLD LYNCHBURG ROAD H ❑F STATE ROUTE 631 w FLORA VIEW DRIVE �r (VARYING R/W WIDTH CURVE 2 �j ---- EF----------------------- 30"CMPW/END SECTION 4=90*00,001, _ INV. (//yJ_442 15 R = 28.00 \ Bryan D. Cichocki Z --------- T=28.90------- �, ------------- Iac.No. 53741 J IGP IGP GP --------------------- �\ C = 39.60 GP PC = 11+27.70 V" SCALE 1"=21Y ��SSIONAL� 0 \ GPP1 = 11 +55.70 III' ----------�---oHP-- 0 20, 40' \ �— OHP—OH -- — P OHP lJ P— �-UGP �::. PT 11+71.68-- --- --OH M — — — — — — KEY PLAN — — — oHP 0 g GP _�, 7ELEXVAULT� E SWEETBAY STREET o y ELECTRC rELE ry \� _ _ _ _ _ _ _ _ _ CURVE 4- 19°18'47" 4 LINES �I ___S EF�---------------------------------------- w eE _ — ___ N . ------------------------- — — -- — — — -- — — — -- ---- --- W 3 R=112.00 i� ~�"3 ... .. ... — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o 3 -- — — — — — ------ -------------- L=37.75 i� .. — .. .. — .. — .. I a Ju� z C=37.57 ,�� °..t .. .. .. .. — .. .. .. — .. .. �WNN a � I PC 14+73.78 PI 14+92.84 1 i I \ I v< w PT = 15+11.54 1 r 1 I I Ln zO Z ZO RS I R5' F rn � O v� I N ry w m 1 I 12+00 12+50 I 13+00 N27037'47"E �+50 - FLORA VIEW DRIVE 14+ v m p j 1 , f ,�- �_—_—_ _ - _ --F--� - _ - i - 279.19_�_- - o 6,— I ° I I x W ti W I 4 R 18' LOT 64 w v� LOT -24- — Z0T2 I SF I =a Q Z 1350 SF 1749 SF I / / I. I I 2237 SF L 1 I43 N i I o a r 21 LOT 22 LOT 23 I I i I I LOT 70 0 w 0 SF 1350 SF 1350 SF / / I 1844 SF > W N N II OT 33 I I I = a Q ry 1 / 1726 SF — I LOT 63 I 'o LOT 9 a o 1310SF �+ 1384 F z Lot 3� o I LOT �7 o O I / 1350 SF �'� I I Ln DATE II w 1485I5F s I y 1 5 -- --fi I a ' I I I 111812021 R3' \ LOT 35 \ ` Q cn o AN SAN Is 1350 SF LOT 36 I I z ' j } DRAWN BY LOT 62 I I LOT 68 C. GAYNER 14+ 0 N27°3T4T_E 14 0 I I 1 �_ 1350 SF I , I 1310 SF 1384 SF 155.35' T 1-�00 I LOT 37 I n I W • DESIGNED BY 8" \ AN 1350 SF LOT 38 z LOT 56 °;' N 31' COMBINED ACSA C. GAYNER 1350 SF / I}0 1485 SF I C l o' SEWER ANQ WATERIN • o = o ❑ 1 LOT 39 NTH LOT 55 I LOT 61 w' EASEMENTI • CHECKED BY RT \, S N N Z I INST. NO. LOT 67 S�\ \ \ \ 1350 SF LOT 40 / ` z I 1485 SF I I 1310 SF 2022000096�14 1384 SF • B. CICHOCKI 31' COMBINED ACSA 1814 SF a I SEWER AND WATER I I • • SCALE \ / EASEMENT] I L T 60 LOT �66 1 "=20' I / \ cn �6�00 qN INST. NO. 1 10 SF v I 13841 SF 1 ° — — — I r \ SA \ LOT 54 J ° OT465 ° • ---- ---- �. \� 16x IV -- — �5\` R20' \ 2285 SF I i - — LOT 59 I SF I TI ,aa _OT 14 LOT 15 LOT 16 T 17 I / y 1974 SF I I 619 SF 1591 SF 1599 S 177 SF I SqN i -�- I I I _ _ m _ 0 LOT 26 s R1 — I — — I 2154 $F \\ ! `\`~ ,+5 SAN SAN I SAN — — N + — / 8' --_ 8+00 R18' vv --t- _ SAN I R18' I I LOT 27 ------ --�—--;__19+00 N2904646"E S I 1600 SF LOT 28 _ 8 g"W I 8 W S1�VEETB311.76';EET+ - 9 --- I---__20+00 T 36' COMBINED + -+--__ S V , 1601 SF SA SEWER ✓•` \ O — — — I I 8 1 N - ° � � "W .,W 8 W LOT 29 AND WATER . 1601 SF EASEMENT o LOT 30 —INST. NO. 1602 SF 2022000-OW1— LOT 31 I COMBI ED I I I I U 4 1602 SF /' / CSA SE R LOT 32 % / AND WAT R 2046 SF I I O T 46 � 2113 SF EASEME T I I w _ INST. N /�'� W \ / — DRAINS ATIOON — — — _ — _ 4' FOUNDATION I I W z I STORM EWER — — — — 23f1�09694 AINS TIE TO I < Q S ORMSEWER I I I ---- ----- ---- ---- w tiOR� �\ I LOT 41 I — — — co — o : 2pN ROgp / \ 2039 SF 15 5 SF 1 87 SF LOT 44 T 42 LOT 43LOT 45 I I — — — — — — — — 1I ¢ Q 1600 SF 1613 SF LOT 47 LOT 48 LOT 49 LOT 50 p Q AIV!— 2181 SF 1670 SF 1683 SF 1696 SF LOT 51 LOT 52 LOT 53 ui 0 W I I I - 1708 SF 1696 SF 2710 SF SAN v. ° o J ' e WEETBAY STREET 0 IR:W CURVE \ \ 4 = 17009'47" 5 HORIZON ROAD 0 PROPOSED 6V VDOT RIW R = 100.00 INST. NO.202200002884 7 \� �_ T = 15.09 ��" L = 29.96 I PC = 17+13.92 PI = 17+29.01 F �\ PT = 17+43.88 c ° ° I ., v / I c JOB NO. 47036 I- 1 SHEET NO. C4.4 a z 0 d 0 3 a D a0 o� 0 dZ 20 o � c m •- E O a c m a0 0 c K N 0 3 0 In 0 � a 62 6 e§ a d� 2 Y X0.0 c � _ A0 c E� 0 m 06 a c Ma 10 a 0 �+ o 0� m e �N �o nE E F_ L F- 103\47036-Southwood-Blocks9-11\DWG\Sheet\CD\C4.3-ROAD PLAN.dwg I Plotted on 8/11/2022 1:06 PM I by Matt Denhard 7 m D z 10+0F� j jj ILN I N � � � I ° r 00 -1 In Ul ON r I o0 I �+ I D01 zl a. I Ia I 01 i 1 I 00 CO Z r-H 14 C1 14 'o ;ICo � A T ao�lA mIITI M m 1+ V 11+50 1 ba o /f9rl --- i- _ I I °x--��--1Hb--�— w0 wr U Ins �� T' TN I I Ina, - O N(Y' -n W N0% -n A I. I z N 4 o , y m li ,is _ 11 S62022'13"E l 10+50 ----- -nN I I =I ozTm� I 1 I N�(Mn gn to 0 cs'z9M3 W O 02 pWp —�� -�_ ZZZ �� ----- A -I I r 1 fo I — — -n 0% - — o� I I I I I PQ W p wr m0 w0 0°O ;W I , 41 A� 00� MD �' ' Z I 77— i—.j —------- ---- N Z7 I N o I I 5 NV 0+50 SWALLO IL LANE 1 +0 11+50 N62°22'13"W 12+00 SWALLOWTAIL LANE 2- ------ --- - - -- U1 --------- ------ -----------i--- -- - I w 265.52' A -.� -.0.-.J - - - N Zjn(n fd Cn N rj cn --IDDmoCD 0 Z O D O opm 0)to ZO W z ? C m \ h D 0 D M n �Cn D In D r D II II II II II II II p m9�C II r Cep p p p mA `0/ 0).Z7 + P + p W O0 N M--DII N N films CD- E D . m TIMMONS �zm� O G) � � N m D � o D 0 D o M C IT omcm oKW;o c m r -n O --1n r H� kpRyS�RFFT / a a I I I I / I I / I / l�n on ien -------- � I I o I d I � / o � I I Y / I �In on • • YOUR VISION ACHIEVED THROUGH OURS. �0 THIS DRAWING PREPARED AT THE RO P• • CHARLOTTESVILLE OFFICE • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com S O U T H W O O D PHASE 1 BLOCKS 9 10 1 1 DATE REVISION DESCRIPTION In m n N n o 7/I1/2022 UPDATED PER REVISED GRADING G� 0/0/1 1 FINAL SITE PLAN RESUBMISSION COUNTY OF ALBEMARLE, VA ROAD PLAN it >n N m O O Z O Z Z O These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F_ 103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C4.6-HOUSING & DENSITY PLAN.dwg I Plotted on 8/11/2022 1:07 PM I by Matt Denhard IQ 0 ° ° w \ / 0 / °°°°° / \ / ° m d'0 O0/ o ` \\ / OOO JI / _ ° o o \\ \ /xG °° o / 0 6 0 0 0 0 \ O O o o0 1 00 -` 0 O 0 ♦ �/ O 00 Y \ O 0 °O \ 00000 \\ 00p 0° O 0 - ° ° ° / t O 0 ° ° �1� o °��atoo °0° ° ° ° o ° �/ °o° o/ o°°00 °00o ° q° o / / O i�l 0/ f O o / O r y ° %/ \ ° y�T / / °o° o/ °!� � m A Q J/ \ — o\ o o I \ o III 1 = —� O Z -n Ro � m m ° o� I m a ° / / b rnm� \ ° ° I / ° / coMI ° I A I ma \ 0 I \ oo I '_ l I — \ r �y \ °° li�l O I. ° ° _ I °° �� i T \ `cam °b0 ° j / / - � III I ° °� _ oo � °� 14 o�,3g� / ° 9\Z �cnzn _ I o 0 ' o ° �/ d Z �. II \ 0°0000�-o-0e ego 0 / // 0 x . \ / / o - / �/ o \ o I w '\ \ P ° 1j-Tn�gOqCp O O QGGG"r— \ IO'dpd \�\ \oqs N\\ 0 °° °0Q00 ° /% 0o° o°0 oF ° 0 / ' \ N °'IX o`o m p 00000 o 0 0 0 0 oi�°x ° �, _y ., / /Ie�1 r— - D D D D D D D D D D \\\o,� ° o °`S> 0 m n 2 \ I `�' p o -r C C C C C c c c c C W \° °�'y°Oi 0 m ° o n n n 2 ��/ �--o� \ \� $It �0 0 \ o _\ tico mA \ \o o �°m °o o ° ° ° bb °,-A0 °�0 o CO 0b 'O tv o o _ o � � / 0'0/ °�moab °o ° O \o OSbW3�o 0 °r/o 0. nabQD 00, o 00 o 000�0 nay / ° c" nad l i \ \ \ �� I-- n ° °. \ — — — — \ \\ \\ \ \\ r / j Jnn\> I qo ::7 don_ LI JOn CIO — — _din /71000, n W I I I //^ \\ / \ 09/ �\ \\ 1 e°G �i �c�C\ / MU I Igo %\\\ /7,\\\ �l i ///�=1� � y ��\ U M U I I, /^/\v M U M U II II LJJ ^ II� _� '-� \''�� I/ \\ - \ 1 �`��4 /✓/ + L Mu "ccccc I I �J r_--� h�i - /b M u \>i/ 100, 1-01 M u Q ri M u c c c c c n I^ a1 r I I J /< pow > I I ku 01 — ► _ 1 — --- N I I� on ilk do �❑ \ \ � � / \ �\ �� \ ` , / T i —^� \\ \ �'7 �%� y n \ ✓ — tl / I \ \ � � y1, OBI — — I i �,�n / / / \�\ \\\ �O \ \ \ \ \ V \ i / a1 \ -'��r �• N.{ ifCAT \ Q I I I \ I \ / C \ ❑ — - I M r '1 ILA S/ � / 1 \ °�`q0,h� \ `6�'• C�Y" /'x\ /� a �--� �jj�EGG-`��-- do t n C3 Li ;pw IF ,,�� done I I a J , \ �. `�, Z7 _ ;ten / 11 u/ a� /�/�� Nit o _ _ / �/ �. ❑ �C — ZI Ate/ O 1 // •/•/�\/�\� v \\ '� /i\ ��I `� 9 \\\\ Sty '01- I I I; III \• 1 I • 0• THIS DRAWING PREPARED AT THE �a COI TIMMONS R 0 P• CHARLOTTESVILLE OFFICE O YOUR VISION ACHIEVED THROUGH OURS. 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 • •• TEL 434.295.5624 FAX 434.295.8317 www.timmons.com \ m O C 1 1 (7 m 0 S O U T H W O O D PHASE 1 BLOCKS 9 10 & 1 1 r m n n o DATE REVISION DESCRIPTION `V o n x M 7/I1/2022 UPDATED PER REVISED GRADING l� p M w v n n z n D 8/9/2022 FINAL SITE PLAN RESUBMISSION r z W o COUNTY OF ALBEMARLE, VA o m o o Z o Z z o °1 OVERALL HOUSING & DENSITY PLAN A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. ° O ° ° / ° ° 1 ° 0 ° ° ° O O 7.41 ACRES TOTAL DENSITY AREA FOR BLOCKS 9, 10, AND 11 i -0.98 AC FROM PARCEL 1A / I / I / I I I I I I I 1 1 I I I I I I I I I � I I I I I I I I I I I I I 9 I I I APPROXIMATE I / \ LOCATION OF / EXISTING FHA — — — '---------------- ------------------- — — — — .80, C RESIDUAL OLD LYNCHBURG ROAD D ------- ______________ ------------- FR PARCEL 1A STATE ROUTE 631 O ________- C �- �= — — — — — --- -__--- OLDLYNCHBURG ROAEL7 __ — — — —(VARYING R/W WIDTH) — — ---- --y----------------------- ------------- -------------------��` — FOR LOCK 2 3 04 AC FROM PARCEL 1A STATE ROUTE 631 --I ---- / --- — — — — � � - —UGP F- -- -- ------(VARYING ---- GP EP--' - u I Oyp� OH ELECTRIC TELE & TV � LINES 0.04 AC FUTURE ROW DENSITY RESERVATION FROM PARCEL 1A ,w 'jv"il •��♦i>S I'll' �/I4 w kjr j �G�e•Y� '�.'.11♦:�.�� 1��i�u0��...�..._. �.+.�:tni��!r.��f�l�t�lt�t��t�t��t��q�t��t��ttttt��U11�►�r�t�� , .� a ♦ky.- _ • c; / � �♦ �'� `� I � + � - - \ ��.rY.. ;r V i6iJ �-ll��.��.�Y� �1�2�%��it��V��►�� , I� _ � �/ � • VAS ��r�I1�♦�` � r�t' _ �� MAIN /A �.,I�' � � rise♦ ' • -• �� \ .• � iiii- � 0 J� m OW PROPOSED WITH 0 00 SDP202000048 0 Q� / / 1 — -ly7.47' OHP— — � \ O/y II II ��ij� SDP202000048 \ WOAK\ _ / p. SYCAMORE \ _ / \\ \ I 1 Q. \11�J// ��\ \� \\ I I I I �. I --"'SAN— �— — -"*--SAN18. S / I J / ~ (— C► — `•1 M 9— ' I I zl / A/ G /L \ \ GT--- // a / IPOPLAR UGUGT---UGP— UGP— ^v - - EF-� 0 _ _ _ �` o I lol //�.� /� /� I � \`�\ /�/\ i �\\ V' ❑ UGT\\ �_--� I I I �� \ � ��/ /� I \ Ro�/ � L—I 9 t / I I I �� c /�\v ❑LJ �I 1 — LEGEND: I — — —^N AREA FROM PARCEL 1A I I UGP J —�= UG \� 7 I l ARTON DRIVE ~— w� � o� II - AREA FROM PARCEL 1 D � _ \ AREA FROM PARCEL 1E g g°� SPN �� FUTURE ROW DENSITY RESERVATION FROM PARCELS AS LABELED OG Li rl UGT UGT \\ z / i / / x / 1 SCALE 1"=60' 0 60' 120' Cl I UGI - I Bryan D. Cichocki be. No. 53741 AM z O a U (A uj 0 z Z 2 U)Lu Q � m Ill � W W �cs d w Ian Q J O 2 z F Q p DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1"=60' 1� 1� 06 0 0 Z Q 0- U 0 > Z < 0 ' W 06 Q w o Z V) z :D Q O 0 I J a a C) LLI 0 0 2 0 JOB NO. 47036 SHEET NO. C4.7 c a 2 ° ° 3 a D a0 2 0 20z 20 o� c T E� a a.D u c x� 0 3 Z z„ 0 � a 2 6 `� e§ o_ 2 Y � N X c 0.0 016 _E J 12 c E `o a6 a c �a 10 a 0 c �N m� O c ° m nE E F_ L �° ---- --HA co(oe l �\ CLASS B TYPE 2 \ I - - �- - - - -------------- -- - - I / p° PEDESTRIAN TRAIL C B TYPE 2 I - -- J I _ ° (1493 LF) PEDESTRIAN n - - -- - - - - - -- J BLOCK 2 _ OLD LYNCHBURG D _/ — - - - - o )- 1 �-+ REC. AMENITY 110.02'R/VY___--------- ------ - - - _BLOCK 9 _----STAT --- - - ----- ° - - - - SPACE ----_---- --------_ f E R ---- 3� �o (6779 SF) �0 c AMENITY SPACE :.::. .::: ,:,:,..,::.' .:::.':r" C::::: "; GP 'D SCALE 1'=100' \ o /o (1059SF) �•i':i . "`...::..:....N.. ..;.. UFo ��lam. ° jONAL 0 100 200 \ o BLOCK 10 PLAYGROUND O_� _ �OHP� N?o3� \ / BLOCK 2 / •: `' >: `. (1600 SF) / ° o TOTAL GREEN IAN T / / / PEDESTRIAN TRAIL / PLASST TYPE2 � ' ° o o \ \ MANAGED SPACE ° / '::`:' :. ;.`<r' .... (290 LF) OP7-�L E--H -------oH o 0 FB R � CE 0 / 0 \ \ \ \ / STEEP SLOPES (48351 SF) REMAINING AREA 0 0 \ \ (TYPICAL) I .. OF BLOCK 11 TO BE ¢ o I 0 TOTALGREEN ��`� > E °o ' \ °o \ / _ / DEVELOPED UNDE I v E \ SPACE /� ,.;' ` / o \ / / - o ' - o \ \ � � 8 SEPARATE �,` o \ o \ \ / (59518 SF) o� .: wuj BLOCK 12 ~UT,3 9 0 \ / / / CLASS B TYPE 2 / �I \\ o LL o / /� _ g PEDESTRIAN TRAIL ( \\ w O 9 ,; I°°o o°p \ \\ / /O / t�. O�� o / w (265 LF) / ' w � V moLr; O I I ° p p \ \ /l/, O �/ i �7 �N //OJCV1 O ll °O O � Q�`Q l /o 0 o 0 0 c,° _ - I3�0 U0wJ 0 ° °° ° ° =ry z C�Z ` 1 , o o ' oo BLOCK 2 ° , �, 1 CLASS BTYPE - [ �_� Y m > tl / EDESIAN T PEDESTRIAN TRAIL 2 �. - p o m uj L ` 05S o 1 / 0 / - C9 � - ° ( ° MINOR BLOCK LINE ° % (230 LFy C \33� ] (4434 SF PEDESTRIAN TRAIL _ C ° ° 1 ADJUSTMENT. BLOCK / / / \ g C -- / �[❑- - Y � P �C ❑ co � w j /� 1 (1, LF, n BLOCK 11 r �L� 0 0 CE � AREAS MAINTAINED �I \7� ' �� IT 1 / I �I C L J [�' u Y `� Z �\ \ o / 0 WITH ADJUSTMENT :...`;' �% `\� i 1 e. + �/ 1 Q \� ° — ° ��: L CK Ii�Z� C�\ f� ;�--: ��=-- — — —� _ mil r u Lcl� W� o °p 0 / 0 0 ° k\\ GT i ITTERNI_BN1= — — — — — _ / O ti / Q. ti 0o\O I _OH ° �� P jo / �� C\\I �\ �O` i I LD QZ / LLJ ° .... .. wo\ \v =v7 N0F ___-0 —e r3L o ° z°° °°° o 0 0 0 0 0 0 DONA TE oo J \ I \_ �/ ,�o § 111812021 ° 1 /I I J / / ail I //_ / — —� = \ ' gP \/ \ \ I O 30 o o o — — W e. + \ /X\ -y \ \ \ I I DRAWN BY °° III °IN l '. ' o. I I BLOCK 1 °oV�" \ \ / s a i U I� D GAYNER / PER SDP202000048 ` � �° DESIGNED BY /� EP APPROVED ON �`��\, ` \ �z\ �I �� I / I o I� I _ 8'� vkF BLOCK 3 11/23/2020. ' V v - / / \ c �/ I� 1 '' • Y� �( • C. GAYNER 1 ° ' IPROVIDEDI REFERENCE ONLY " \ iW •CHECKED BY ° IOQ `J I I , /a // z\ '� \� ucr \ �; T n • B. CICHOCKI `° 0'0 I / BL 11 • • SCALE V 0 V ,� ,� I �� o _ / .3 �� _ ot _ lip �\\\�\ %, \\J\ �- \ • ,-� \ °.40 ° �. IY\`\ ° I / 0J�/ J / / UGT - I I v, oo� r- BLO / ,N\\ R\1-7d �// oZ �� ° SEWS 0 am 0 \ / I D. B. 2 6 01 °�\o 0 0 oRFS. 7 nK \<gO 0 0 0 ��\ \\ ��°°° p0/01 / 0 13 ` ` _ \ °�RIyXTE20'SANITARY0 N. J > J 0 CEXSANM��Lu 0 V J UGT \ CC �P\ " l/y' w° (WATERTIGHT) D.B2984 p. 688 o TOP = 398.1 /99P.80 o p° UGT cLu 0 EXSANMH26 G ° ' n Q° 391.7 o p I WATERTIGHT//EN; °pQ p 0 TOP = 396.1 t` ° ° - Q° �o °° o LjLj 0 ° °c Q00p390.y�v�J 00 ° \U 4 0 \\ \ - _A 0011� / U \. / 1 O° ` o\�� \\ —I/ �\ /UGt\� P��i °rZ \ \ LL o V y \ _ f4 tXSANMH25 o / (WATERTIGHT) 0 / o TOP=3962 0 1/.=389.0 ' o /0.=3f9.8 I , r y �i / \ \ I / �_ W / 1 / ` ❑ \ ° \\ oI=°)I 1 / I �/ / y// \ \ yam` ✓ \\ 1 \ \\O UGP� i \ \\ ot UGT — /0 1 o/ I I I qII I / / / O-' —UGT _ /l / „o /ihl °° I_UGT • `--UGT1 NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. D O U) JOB NO. 47036 SHEET NO. C4.8 a z 0 ro 0 3 c a D a0 o O �z 20 o� T E O a c m . OD c o m (D3 ti Z„ 0 � a 6o `o2 Q § o. d m .Z Y h X0.0 c � _ 12 0 `o 0 m 06 a c Ma 10 a 0 o � �N m ° sE E F_ LEGEND 171 STORMWATER FACILITY EASEMENT PUBLIC DRAINAGE EASEMENT FOPRIVATE DRAINAGE EASEMENT ❑ PRIVATE & EMERGENCY ACCESS EASEMENT F7ACSA SEWER & WATER EASEMENT ■ PUBLIC ACCESS EASEMENT WATER MAIN ACSA EASEMENT BISCUIT RUN \ ■ o 0■ _ _ H CENTERLINE 0 \ � OF WPO BUFFER �\ \ \ i ' / / GP UGP o ° �� \ ` / ' / / �� : GP UGP O Bryan D. Cichocki Z �1 / � / ■ Q �Lijc. No. 53174�1 °, — — OHP— — — — — _ OHP— — 0'Aa `�/7/!+[.. L — OHP— — — _ OHP— j % — OHP— — _ .. \ ` — — ��`SS'IONALOlS', / o ° / I� O. H ELECTR C TELE. 7V / / / �� 10' PUBLIC ° o / / / I�•� ACCESS LINES M E /------- --- / �� EASEMENT rn N u INST. NO. 202200009610 N o / • > E - _f �� 10' PUBLIC EX24"HDPEAPPROXLOC. � -� / I� ACCESS w °J E n _-Duo---- / �1 o o / / / / _ j1� EASEMENT v .> 3 INST NO 202200009612 M Q U. o 3 JBLIC w w w O m ,� ° NAGE a _j z :MENT a > o r- NO. 202200009606 In (AN v a • „._ FOr Or m • WINES..■ I■ I• I1350 SF 1749 SF • 11822 SF 1350 SF 1350 SF 1350 SF 1350 SF 1350 SFaw L7j , Li/ �lviiiiiiis�o��iiwiii��iirMiis`iii��ii�ii�iii%i�riiii��7i� •• • �y' )�l,f� �lyN�r . N/FATENI dNUN�iIN /yIN/JL'T1�J�7�E � lyi'r/�I � i � 1. .0 .. d I DATE • �!�iw �� .dill �� L'L' v�� 111812021 DRAWN • �► i� , ,,��r-.�i' ��'.. /B------ - __�/N��NA�/---�-A �C. GAYNER - DESIGNED BY CHECKED BY • . ` �� N , • - IG B. CICHOCKI • • / . Z� / / • . •. � Jam, • • �I�I /�I ��1 �, `� � ' � • . /PSI mmy�N mom -94 lz OEM win, how liks z z I, . \ rWINNER Q 0 dS O NOTE O ,, •. \/ . THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE O CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT a + ® INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT \\,� LOT 2 PQ 1�1 d5 /\ PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND 5 1640 SF 10 0'(� \ FOR USE IN RECORDATIONS. 0 \ LOT 1 �0 5�0 J / 2129 SF OQO JOB NO. SCALE 1"=20' 47036 SHEET NO. 5 \ �k KEY PLAN 0 201 ao' C4. 9 i \W25' 2200002$6N 0 O 00.2 L • . LYNCHBURG -••. NOTE STATE ROUTE 6131 p THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE CLARITY OF • PROPERTY LINES. THIS PLAN IS NOT EP (VARYING R/W WIDTH INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT •• •.017 -•• • EPA �ffln Hwy 1 _ - - KEY PLAN OHP— 0 Ara Lu • 1 IIII•• 1 - . n® E 1 IIII•• 1 � a a', � � \ •' _ _ 1 � .... _. ��.aa-+tea.®�r��\ ll�. .. ACCESS . • EASEMENT PI IBi IC DRAINAGE E/ k1F v'��.��/�• • ��+ EASEMENTACCESS SEMENT NO-20 Illi qO.20220000961 / • �•'1 ••11'0l•Ila ?Q24IIffi• ` ommmoomm om MENE� m�1 I --- 11r i `�: ��■�� y - - - -- - - -�� \� I� ------------------------- ,1-- ..j%%II/II/��i�/,'/II/II/�I%%%II/'/��/.1 '.►, �_ ��■ ��■ 1 IIII•. Q4,��%%//ij% •�'a �,� • \ 00 , 0101' ► V� 1 • 1 IIII . @ Ills ® . 1 1 1 ' i�"p�o 1I•�b,.1I1I�I • ♦ 1 IIII • i; it , 1 / ' '• ♦ 1 .. I�I, •�i�ll /r�fit�C 111812021 p /�I /gyp �p�� 1 � 1 DRAINAGEDRAWN BY �FN�G,U:1��bT�er�;•3C:II/�� © c.1 • ♦ I �11 • I ,I (��mill • • mill .l 1 I Il,�r I �:c V'%�?'�� 1 • ,IIII • 292200009611 •I11i� 1 "I-- DESIGNED BY I o,,, INNAI�NN • , //N��irL/ • r' • �� QD♦vV Ili • I\ , ,.. • 1, , II v • • WATER C. GAYNER ACSA r----------- —vim:----------------- �' ♦ V ��i-,.� 1I I LO LOT 61 FASEMENTI LOT 67 CHECKED BY 1310 SF INST. NO. �' �i_I/ ♦� Li+. • 1 �I�� '85 SF I I in— C• • • • �t•I Si!/-10��i��,�� 1 IIII CC �� 1 � � �,`�♦ it�)i— 1 IIII•• I SEWER AND WATER 10'PUBL C INST. NO. L T LOT EASEME1 IT 1 10 SF 13811" SF ♦ , '� \ �� ♦ 1 Qv, .iA. I ww; DRAINAGE IIII • . . PN • 1 IIII . ./al`. • 974 SF •LOT 17 LOT 16 ' • . • c �� '� �� a i� .��. Aso, , --- �.�, • 1 _I ■ � ■■ 1 • `(a.'��\\�i� � F'9 � ]7\�Y�i`��I�i � _v.�� ` \,/ �7 ► "Gi®:��i��.. jU� `• � �■� ��; � I . ��i .►i - _ -- - • � ` ��, %�' 1 , c' - •: --- --; rA �` ` • 1 1 IIII•. � (r r� � Ld • 1 111 `� •�• ` ♦ '• 1'�1•• ©�� • . -�2039 SF — u ACCESS .,� . 1 1 • LOT , LOT 49 LOT1 •� —� . _R• •1 IIII•• 1SF •1683 SF 1696 SF • • • _�' 1 SF 11 / _-� s — c 1 — �I - lY •� . • r_ ai ei w LEGEND � IYjl111AlIIiLrS STORMINATER FACILITY EASEMENT PUBLIC DRAINAGE EASEMENT Mill1 DRAINAGEPRIVATE NIACSA SEWER & WATER EASEMENT •. NO. WATER MAIN ACSA EASEMENT Ell m PUBLIC ACCESS EASEMENT 47036 z L -- --- --- ti ------7------------------------ OHT-----OHT--_ — _OHT 'OHT FACILITY ACCESS AND ;S ACCESS EASEMENTS PUBLIC DRAINAGE EASEMENT IT ALONG FACE OF CURB INST. NO. 202200009607 w T .. � ... —.. ., — INST ^In .qaqanwnaenc ACCESS EASEMENT OLD LYNCHBURG ROAD STATE ROUTE 631 j/ (VARYING RAN WIDID TH i EP OHT- — OHT— — — — --------------------------- /yT\ ] 12P — OHP— -- - . - - — OHP— UGP 6 v r 1v ruu"Iv OHr\ ACCESS \ EASEMENT \ INST. NO. 202200009610 \ oNT .7 oil W.I.= llil i ill. l lll III IY�I �\ ---------- HIM. - a 1 1111•. • • 1 • ��1�✓ice 1 u - ��pp �I IEASEMENT Ia�Il►�i��1 '� 1 1YVfTER NO. 24 !00009611�h�� i s —� •., �� • 1 1111•.1. LIB — ��"IIf�I .I�io'1 �tc.�, I��o.4= a • . I, 384 �� • 1 [. �� LOT 681384 SF SEWERANEASEMENTi ■ • IINST. NO. I LOT 67■- 1� 1 1 11 1 • . �� I1,, , • 1 111 1 • . 1 -�ij�•�— �i-_ 1 PUBL 1138 SF EASEMEIE 202200009 - � �6n P�tl• I�n6UJ� � I LOT 652334 S • � �II� lam da Ids d � •� � \` / I► 1 1 . / ;'i�' e��,I�� +III f•1■ � • - • • •' • lnil= _ ri\ O P v 20' DOMINION POWER .. a. > , J INST: N0. 202'I'0 co II -- --- --� - - II-------- --- / II----------- ----- ---- C) / UGP d� GP \ r\ KEY PLAN UFp 71� oyr\ \ \ oNT\ \ \ oyr\ Bryan D. Cichocki be. No. 53741 6/dr M E O O N � N C > E v E W H-.Wv.v3 ¢ LL 3 LL o O W L M d- Vso Z —n O O O In UI a N v W w � 30'x u W In vry Z 2 v> O o 0 F o ry >Lu ti M � m 00 W ti CE W aW o w� J 2 N > W p N F IV ry U 0� v DATE O } 111812021 DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' TI 06 0 TI z LEGEND � V IZI STORMWATER FACILITY EASEMENT 0 ; a PUBLIC DRAINAGE EASEMENT W J �z PRIVATE DRAINAGE EASEMENT a co m w ,-I Q w ❑ PRIVATE & EMERGENCY ACCESS EASEMENT W LL O Q ACSA SEWER & WATER EASEMENT O Lu OZ5 U ■ PUBLIC ACCESS EASEMENT 7= Q WATER MAIN ACSA EASEMENT 0 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. 0 0 2 0 U) JOB NO. 47036 SCALE 1"=20' SHEET NO. 0 20' 40' C4.11 c a 2 C L NOTES: o \ \ / ' / . ' i ■ / ' — — — — — — — — — —! — — — — ' _ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS o\ \ \ �\ / ,' / i / / ■ ' / — _ — — — — — ' ' /T H AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND , i / WPO BUFFER \ \ \ /' '� ' \ ■ l _ _ _ \ --I — ,�_ O� DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING /° \ \ / ' / ` \ \ ■' / , '^ ' i / , TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY e \ - ' ' / \ \ \ TREE / - ' ' ' " / NOTIFYTHE OWNER AND TIMMONS GROUP PRIORTO PERFORMING ANY LAND DISTURBANCE. o / -A- \ \' " - ' ' _ ' / / GP 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE , o \ �\ / PROTECTION ■ / _ - GP / TP ' DOWNS. d �\ OP1 r (SEE E&S } ' / GP Bryan D. Cichocki 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE °/ / J \ / / LENGTH: 27' / SHEETS FOR - ' / / ' U Lie. No. 53741 FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING IF/ / / \ WIDTH 1: 6' / DETAILS) TP PERMIT TO BE PROCURED BY THE CONTRACTOR. / / / WIDTH 2: 9.6' ' / ' , _ Onr — — OH , 4. CONTRACTOR SHALL MEET EXTOP OF CURB, EX PAVEMENTAND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH ° I / / / 1 RIPRAP CLASS I �— OHP TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT - r — OHP— / NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, �— OHP— — — / - / / , / �y S`SIONAL 1�G PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, / \ ' ' ' / UNDISTURB y / / / _ _ _ / / 1d2 / PRESE REES SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL / i _ / / I \ / / " - - L/N CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END / ' / j / / ' TP , ' i' Q / - ' - - - 0 0 IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING _ _ _ _ " ' ' _ - nO __L___--- TREE SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN / %/ -f / /' �1 /' / _-' Q o ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS I EX24/'HDPEAPPF7 -�- / \ / ' �� / PROTECTION > E OX LO-- --- / \ \ ' STROLLERS OR BIKES. / / /a / // \ \ o /' —dl - (SEE E&S w v E SHEETS FOR w N 3 ° ° I\� \ / ' dl� J DETAILS) - - ~ U w 3 LL 0 / / L $ \ \ \\\ \\\ \\ _ _— F. .a acz�F7uF+ owo� vrvM°vw P ° wa 9 32 o o, FEI/IAEFFECTIVE o m > auj o FLOODPLA/N & o x vz �CaIWQ/91 2 luurmt-LOODPLAINPER ° ° / NoOMR CASE N0. 21-03-0029P° ° ° g(UNDER REVIE° � o \6 o 500YRFLOODPLAINPER° ~ 'R L QMRCNO21-03-0�, 0J (UNDER REVIEW) o/ o100YRrLOODWAYPE° Ro L-UMRE°' ' /INO21-03- ',oo '' /aa(D(UNDER REVIEW) , / o dOHT - OmW¢ //o/// /'d 3°\l� //// // /1 //I \/// / /ll ///\�/ O/O/Iq00,/ \/1 / \ //////\ ° //// o///o// P //1 \ ° / l//d/ 1/T\ l\�/// �/ / / I / /I / �//,///// / /I //I �/ /a/\/�/I I /////d/ �I /l /�// '// l // / //� 'l, / / P// /// \//9a '/ / / /r�/ ,/\ // / /// /rI /1/1 / //// / / / //r /// % o/�// �r/ / �1 /' Q/l/,l/ j/ / \ /�I -//I ///��/ /P// /1 1/ /\ / /I 1/ /r/ %'/r/ / r/ //, / r / r / /r// /r// / /r / /, / / v/r/ //,/,/rl r /o/f/ //r/f/,/// r� N r'// / / /////Ia/ /r// /r " /%r // '�,/, • // /'/�// //d//// /�'/ //%, I/ / Ir '// / ///// / '/'(/ r/ I /,',/ � / / /// / , r/e '//' ,// \ / '/,\e/ /''I//'r/ /, / / /.r�// r /- ' // / ;'/l// / // / // '°j�' � -' Via//l�5T-//' EI -/R/ _ \/ i///-^�-// , -�_, �\_-1U' _1' 5C[_j`3 __b-b '5__-�-/t.-�,�-_'R__ h - __ G._J_. _ — _--\�'J`-�/ - y_ \ g5 �ii/' �/\�/��5\5\�—�r /�\ _ \ _ • o DISTAN E oo /EASEMENT r' z° Qo O/oo MANAGED ° >�• D0 (TYPICAL ALwmQTLEbSTEEP SLOP , �ofl \ 1/18/2J0 21 o 8DRAWN BY /o zo 00 o ' o C. GAYNER � ° /0.2 DESIGNED BJflQ�0 Y o A C. GAYNER o /° / ° CHECKED BY ° / o / B. CICHOCK J 1I/° / ° ° /Q°OSCALE > ° \ o/ 4" F UNA10 1 =20' IEjT° RAIgJST oo//°/ �/ OMp5 52 MAWS o o/ SWMASTO NE FOUNDATIONT40 ARCH PSE D ENT o °°/ oo r MAINS TIE TO oT�STO,RMSWER OW °06 °°o I 9y4, o 450 o RALIDA 112 �Tt M10�DOMINIO ° ARIE\ 20INST. 100b17333 v vV NLON POWER Q Z MENT LNS . NO. 202100017333- 20' DOMINION P INST.N ` LuZ0w /1 It \/ /I\ \ \ \ \\ \\ \ \\ \ • .� '. \ \ 1 / II I 45 r 53 \ .- - - - - - \ \ %ram � i`� It OV 1 1 1 \ \ \ \ \ \ I I / / \ — — \ O 1 4" FOUNDATION\ \ \ \ / I / \I 1 1 \ ;AIN TO 1 DP\lol YLIAHT \ \ \ 41 / / \ v __-- \ --__ -- - g3 cp JOB No. 47036 �L— SCALEI"=20' � \ \ • I 11 \ \\ \ \ \ 1 \ 4$ I I .I / —� _ SHEET NO. I 1 1 \ \ P \ I 'I I � � / / / / / _ _ — \ \ —�\ li=� i —' Lk \ \ — KEY PLAN 0' ao' C5.0 c a 2 c L OLD LYNCHBURG F40AD oF — STATE ROUTE 6 1 1/V ' \ (VARYING R/WITH E ` \ \ \ ---�—_/—— — — — — i�----1---- — —T---- \ 3'CMP W/ END I I \I 1 \\ 1 \\ \\ Bryan D. Cichocki 'Z — — — — — — — _ _ _ U be. No. 53741 '-IGP // GP TP _ _ - GP - _-- G _ 1—� — — — — — --�\—I---�--� -- \�P�a� �A��j/CJ/ul�iF \ TREE / , LENGTH:9 T' / / \ \ \ S G � _ / GP � ' _ PROTECTION SCALE 1"=20' `SIGNAL � \WIDTH 1: � 5' - - ( �yo WIDTH 2: 10.5'\ / ' , SEE E&S TP,� — — OHP — — — p — /O — F— — p/{p—/ RIPRAP CLASS II \ / ' ' ' ' ' ' �P SHEETS FOR , - ,p — — OHP — — — A /— ' OHP /— DETAILS) JGB 0 20' 40' SWIM B - STSRMTECH ARCH PIPE DETENTION \ / ' , - _ _ - - , q / SYSTEM WITH ISOLATOR W \ / / // / ADS P-FLO PI TER / /—KEY PLAN - — —�J,� �� N 3TURB' ' / _ - - q , - h TELE G �UL T i > E / ' ' / REESR C TELE TV / / , ' - TP w v E L/N _ _ TP TP 03 / / / / , , - - ;rp_ - - _ r, TREE 46 �'¢� 0 3 PROTECTION e / / A6 e - - - - - i--.i--�. (SEE E&S 44448 - - / OS / 45�458 �6 / / /' /' / '' / ' ¢ J v o"'o z SHEETS FOR - 4�9 r 46/ 461 / / / / ' 41 _ _' / —ui 0 - - 45 - \ / / 462 463 64 / / 4T / oo N DETAILS) 451 m ry a 452 3 / / ' / / ' 466 N / / / / / / / /' / 23 / — 472 / / / ' / z CJ / 3: 0 _ x V) / - C 0 w 202 / TR U / 21 220 ' , / 224 ,R Ln sZO = N z C9 2 Q 448- 238 \ o / ' co / �O b ' / �o / / h /' 229 �R -FL�RA VIEW DRIVE o v C1 m 17 /225 ° L CL 463 ADS BARRACUDA ' / / / 4 / / , / / / /Y / / / / m 0 SYSTEM V DIAMETER p /I ' /° , 34 _ _ -,. , l I I I / / 1• / // / /. ../: %. // N 1714 \ /Lr' 1 / / / / / 222 / /' I / / / / ' / I / z ^ ao / /'/ DATE _ _-- \ I I I \ / /J a 111812021 Ac) DAWN BY C.GAYNER \ \ \ \ _ _ — — I I a • DESIGNED BY \ \ � — � — — _ \ � � / I � 1 II I I I I // � I I I I I I Q °� / / / / ' / / � • C. GAYNER _ — D` _ — ems^ — _ p• I"' / / I I I I I • CHECKED BY _ 11// z / / 1 b ' • B. CICHOCKI .� 1 snw D'�? _ _ — _ — — _ _ — _ \ \ / 11 1 1\ II , \ ` \ \\ �� \ \ \ / /\ I I I I I I I / / / / / �Cl • • SCALE IZ I II II II I 1/ °- • 211 212 IL C6 I I ° / i '' -- _--- _ _— ____ _—_----_ _ T� � 1 ` �� o �• �� Lb. D` I V� I � I �O \ �N I. _ \ \ I $\� \$"W \ S ET'BAYST vv Z 463 _ _ \ \ \ ` \ 10'\DOMINIO 4 / - - _ 466 _- - - - -- ---' p0 \ \ \ O � w ASEMENT - - _ _ 46 \\ \ \ \ \ \ \ \ p� (D AS p\202100b17333 / ' — 4 FAUN RATION \ \ 0 -i —c—W \ rn\ ---- 4 FOUNDATION I \ \ \ \ h� W � Q \ \ \ \8 DRAINS O --- ---- --- \ \ � STORM \ RAINS TIE TO 7' � � 1 \ \ \ \ \ \ \ �� Q Z \ \ \ \ \ \\ W\ N\ OR S ORM SEWER ---i- — \\-- ---\\ \ —\ \\\ \ NgD m Q ("0 l l / — — . <- ` _ ' / , j4 ' 1 \ \ \ \ \ \ ` \ \ \ 4 LL Lu _ 0. \ \ O\ \ \ \I IV\ a, E EMENT - - - - — - - NOTES: * \ . \ \ - - - - \ / HOR/ZON R AD \ \ /' PR POSED 6V VD T R/W / r — 1. THE CONTACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND \ \ \ \ \ \ \ \ a 20 DO NI N POWE _ -- - _ _ 'W INST NO. 202 00002884 DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING \ - \ \ \ \ EASEM a _ , s/ _ TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY \ � � \ \ \ \ \ \ � � �?0001733 � / � � d �'- � � / W � NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. \ \ �\ \ \ \ / r W _ Q 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE \ \ \ \ \ \ \ ° / W DOWNS. \\ \ \\ \ \ \`\ / 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT TO BE PROCURED BY THE CONTRACTOR. — 20' MINI fl POW 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH \ \ 1 \ I \ \ \ � � 1 / / o � Q TRANSITIONS AND POSITIVE DRAINAGE. CONTACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, \ I I \ \ ' — /' INS . NO. 202100 / — PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS.- 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, I ' r SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL I I \ I I / I I —I — — _ — \ / JOB NO. CURRAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE IBILITY COMPLIANT RAMPS AND ROUTES. TO THIS F SPECIFIC C SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS COR THEY RE NOT CONTIGUOUS TO ACCESSIBLE PARKING D 1' \ \ �1 I — I / I /' �/ — _ ' / , _ -- / / - 47036 SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN I I I Ir- I / / ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS I / SHEET No. STROLLERS OR BIKES. I 1 y�• _ _ ' c a z c L ' /--------- I I - --- ----- ----1 ----- ---- -- --- - ----- ----- -- ----- ------------------------- �---------------\---------- ---A ---- - - -- - --- I --- --- -- - �- --- ---J ---- --- I--- ---- --- - - ---------�- --- --- -- �- ---- --- -- ---- ---- --I- --- ---- --I - --- --- ---- -+---------- --- -- ---- ---- , , 1 II I I ', 1 1 _ ------1---------------- 'I ---------- 1'---- 1 ,-- - - -- _ _ _ \ - CI I \ 1 1 oF ---- l \ I I I----------------4- 1---0------.- - - 1 1 1 1 - - - - _ _ I -- -- 1 I 1 1 \--------- 1 .. --- ---- IC-- ----- II-------- -- -- --- - ---- --- --� ---- ---- - --- - --- I \ I O-------�- ------�� ------ \ y \ 11\-- --- -11 - ------------ 1t--- II --- ----- - -- ---- --- II ---- ---- 1 - ---- ---- \ I ` \ \ \ \ \ 1 r \ --\ — \ --- -- ` \ \ o� \ c> ' — Bryan D. Cichocki Z \ C 1 - = _ — — — — — — — U --------- \>---- ------ -- lac. No. 53741 � \ \ \ \ \ \ OLD LYNCHBURG ROAD `\STA`TE ROUTE 631 (VARYINGh/W WIDTH \ \ \ \ �\ -- -------------------------- \ -' -- - TREE Z/ON�IA - +- -- PROTECTION - _ �LL �LyCyti W SEE E&S SHEETS FOR _ OH JI—=�OH�---T QHT // / \% \I `\\ \\\ \�1\\ _ \ DETAILS) �\— _-- \�\ �c —\ \\ \\— \\ \\ \\ // \\\\ _\\\ \ \ ______ ___—__l o E /r— _ 'OH7-c'7:7�_' '_�H-T/G/OMT �0yT�/,l — \/ — --\ , 1 // \_ \—__------__ G >E _ ' ' _ — /= OHP— \ ru E GP W _ _ _ _ \ _ _ / v v 3 TELEtyi1ULT / '� TP '-_ _��_--__ M � -\ _ � _-- / / DTP / I TP ---- TP- - O.H. T I _ ---b`h \ r J a� GP _ _ - _--- _ oLL-O \ a uj 472 O o0 224 & TVO.IEtECTRI TELE L11VES / / / / / / / / w � Lu C9 i / -\ U 00J w 23 -FL6RAVIEW DRIVE'4 OF W 2 \ � -W? a d g4 00 O Oti 7.. / / b /' // / / / / / _ — — _ / \ / _ (D QJ LLJ / / ' / / Q \ 226, O DATE -111812021 / > DRAWN BY C. GAYNER D 1 ° ^ �.I / / / Z /� / , I / / , / / / / / / / / / / ' — — ' • DESIGNED BY / N C. GAYNER / I / / / / / / ' , / / / ' / / • CHECKED BY I I Q a / / / / / / / / I p11 / / r a / / / ' / / ' • B. CICHOCKI / •�� ° / ' I Z / / / .,. b1 / / I I / / ,.� I l / I /' / / Y • • SCALE / 0. I I / /' °� I �,� / // / / • 1"=20' \ I z \ \ e_a \ l I i � I I I I I ; .� .'/ 0.,1'l � P \ I\ I , ,/ I Q I I / / / // • OD 1 \ 1� I 1 e. II'j I \ 47 \\\ \\ \ \ �\\ ' / 1 \ I \\ \ W CL 0 g 44/ ly V/ \^\ \ � � N q \$ W S ETBAY ST EET \ a \ \ \` \ ^q� \ 4$1 I I / 1 LL \ V 5, Q rwnn —i \ \ \ \ \ \ \ b' Q \ \ I ! / / / / \ \ \ Q Z Z O w Q NOTES: \ m \ \ \ \ \ \ \ \ e I \ \ \ \ \ \ \ �0 � _ \ \ I I I / / / i / / / � 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS J AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND L Li 482 / / DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING p co 483 C / TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY / NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. , i V r n 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE / 4g V \ ` DOWNS. /r Z 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE \` u Q FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING7 jJ 486 / / PERMIT TO BE PROCURED BY THE CONTRACTOR. ^ Q 48 ° 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH L.L TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT ``nn NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, s , 482 Q8 - ' - - - \ \ - - \ \� \ / PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. Q 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL 0 00 ` - ' / N / CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END 0 0 �/��/��I IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING - F ,R/ONRbA \-- \ \SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND THESE NON -COMPLIANT RAMPS HAVE BEEN I E EMENT - - - - - - - - - - - / / ' \ \ \ �qN ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS STROLLERS OR BIKES. PR POSED 61' VD T INST. NO. 202 00002884 vy c W / 20' MINI � POW / / / / \ IS . NO.202100 / / / / \ / Oq3 JOB NO. 47036 �— \\ SCALE 1 "=20' �II�./tr SHEET NO. KEY PLAN o 20' 40' C5.2 c a z c L BISCUITRUN ° / \ \ ' ■ / / - CENTERLINE \ / / - - - - _ - - - ' -J NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. / WRO BUFFER \ / / ■I _ _ / / GP 3 OHP-t- OHP- ♦ 1 OHP- H - -0 ---a - OHP- / / / ' / ° / / / j /\ / / / �� / O.H RC TELE. t� TV o / / / / \ \ \ /' �� /' / LlN Bryan D. Cichocki be. No. 53741 6/di I EX24/'HDPEAPP/70X LOc- / _--/ _------- "IE \ o \ \ / ♦♦ ,' / /' / / / / / - ° > Lu // \ \ ♦I \ \ ` / / Q FL 3 / 8.0' / / y / _ Lo W O Lu I °�jlb w w- ui O o v �� / / / / / \ \ \ \ �$ DA AN DP p N3 �bb bb^ 44 / ' a > o ry ° A ' \ 9 / / �` � � ' � � 450.05' ul ry � a / ° o FEIfpA EFFECTIVE / / / / �` / \ �� _ _ - z 1- - u / o ' m ZONE A / / / / ' , ' ' ' i ♦� \ \ / - ° ° - ° _ - - 3 O to ¢ N / , , , , j/ / O ° o / FL OODPLAIN , , / / 1 439.35 .11 450.40 �50.70 ' / / / \ \ \\ \ aasa / 100YR FLOODPLAIN PER ° ° o / / / / \ \ ; / / / - - _ aas.aa 44 0 ° ��v� zOZZ 0 0 1 / ' / / ' '/ _ .64' � \ LOMR CASE NO. 21-03-0029P° ° ° o / / / / 71♦ A� \ UNDER wj , / o P / / / / , / / ♦ - \ \ r _ ° ry > ti / ( REVIE / / / "/� / , / _ j T \ \ \ \ \ FFE'49.55' FFEa450.05' FFE=450.75' F=450.95' FFE=451.25' 5 '.q vi W / ° o ' o / / , / , �6 / / / / / / / , / / ♦1♦ \ �\ o \ \ \ \ \ \�\ \ FE-4 /5 FFE=449i75i FF�=45�45' 45 / ° , r / r / ��♦ / \ \ \\ \ \ 00 500YR FL OODPLAIN PER°' o w 1/1 lil , / Lu LOMRCASE NO. 21-03-00�JP , o o °(UNDER REVIEW) / BS 438.68' '^ .\\ --'-- ---- -- ---- L� ~ d _ w IFLOODW AY PER o , / / / j451.25' LOMR ASEN / o / /° ' / / / / / ' ' 9 75 450. _ _ 450:75 450. - - - - 451.09 6 441 / � � ... \ \ \ �5' 450 OS' 4 O r / �'� /' ,' / �_�`�� A4 .SD' �\ \� � \\\\ 449. / 5' 95' _ '452 W� IC O. 21-03- / o p / / / ♦ TS t y / \ \?� \m�.55' 450.05' 450.75' 451.25' _ - - _ _ ~ (UNDER REV/EW) o 9P , / ' ' 0�5 50. - - / / / Ii ' / B 3. .�,\ \fir, _ \ \ \\ \ 4 .75' _ 95 D O Q o r°/ r ° ' / VL�OT SIGHT / / ass' z . _ \ \ _ 2 / / L r / / - \ / •t9 HP TC/ TC 4 O d �, 1 0 ° , / 0 �' /' 0 % / ,' / / DISTAN t / / ,' / \ / / / / % , ?o p /, 4 . 3'� \ /449.52'451.40' _ \L ( o , / / 0 /� EASEM� ' ' ' / /- O ° / / .d`i\ ,441, 00 o \ \ d� �(1 o o o - - 45 w N N o ' 0\ ' o r / ♦ \ a � oo / �O / ♦j♦ , / _ , ' - \ / 44 / � � � � \ \ _ 8.� R3' 1.50' \ W \ \ b / \ /�/ / _ ^ \C,NED/0 /0 S- - - > DATE STEEP SLOPES R3 449.82I 0 d51.iTYPICAL) / 111812021 ° o ° 8"W 4} DRAWN BY �437 ,/� - I r I \ _ \\•7 0\ I \\ \\`\\ \�\. cr\ �\ \\ \ \\�� l°\'+451\ . \3I.l, 35 / ••C. GAYNER 'o ' ��/ 3 TS C T o DESIGNED BY TS 444.73' 8o ' 4401' C. GAYNER lp 0F o o o/ - CHECKED BY\/ Q 1 r / / / TC / ,C 449.96' 450.§5' Z5- \ - 451.36' 4�1 36l \ • B. CICHOCKI ' / / ° ' / / / ' d>37,63 N 448 63' ,' / I 450.2�' _ _ \4 O O \ ' / / B 442.4f>.' - - - / /r ( 9.75' 449.95I I 450.�-4-� 451.36' > o/ R3O75' I I 453.o/ FUNDATII \ �\ •• 1 S„C=A2L0E ' / '92 J 445 ' / �� o/ 15 o/o ZC� 447.20- 4a , / / , /h J / 452 a� / / '/ / /�/�/ // / / f J / / OQ/-5 C,'�/ ,/ / ,/ / rr r' // // r ' r ,, r// , / ,r ' / // ,/ / /i/ r // / /'/, / / / ' _ -, ' - - - _�� _ �\ %\\ 10\ \ `' \ aas�.Vo'/ // /S@I 5 •' p5 �, I I I3 STAIR 4" FOUNDATION I I I STAIRS-, F E3= 4S6T1A.26II4R @ 6.5@o 44a.7p' @ 6.Q" / 5 FE=466.64' @ 6.5Z °° STOiM SWER -I FF=460.94' FRFFA=[R4 13 °°/ o o845 � /W/ o \ TbIRS a4_ ° 1J1�-1 / F E-459.40 • • / / co I 7.7/3'// �8.25' /-S.IRX �1@6.3S" o 44-1 448.25' O \ I 454..49460.07' o I460.69 l� / / ' / / / / / C' 44' 7.88 o // / gyp" (/ I - �/ // / / / / L.. // / / / , / / / / '-�.�2Bo 447.86' / / \$PAINS / o / / L / / / / / , / ' / R1 ' o - 450 6.5" 457.74 / \ \ \ l I I 1 1 1 / FFE=458.95 , \ 1 462.57' TC 4v / /p.2' // STAIR FS i • 571q� \ \ \ \ 1 I I 1 \ \ / 5-S a�- �TC {/Z @ 6.5 Q FFE=458.42' > 55.47 4-c+- w � \c fVZ 64% V QJa^ G I I / / / 4. 446!16' I 1 / 14 / / 7' \ \ \ \ \ \ \ \ � V W O<L Tp 12' � AIR tW61 FE=456.86' \ \\ \ \ \ \ \ \ \ J I V I I 1 LP /, 1 I / , // N 2�� v� \o' _ / A V A V A A \ V 1 U FFE=456.82' I p / �2 � o. � \ \ \ \ \ \ Q 18STAIR @6.5" FF�-455.48' I56 3.AIR TQST'S � . ° 452.34' � � \ - � 45\ \ � /IFF6 STAR 443\40' \ I \ \ \ \ \ \ \ \ \\ \ \ \ \ \ 1�1 \\ \I •� • \ 11 / \ \ \ @ T' I 1451.65' OPQ .� ��V° /� \ \ - - - - lips \ FFE=gq54.09'\ ° y 0p J / o / \ / / - - _ _ _ _ , I II \ i v� 7STAIR I / nl`tio6O 4 FOUNDATIONS / 1 1 A DRAIN TO 50.45' _ 1 1 \ \ \ DP\YLI(3HT 4fi I / a /. / , - _ _ _ 1 I JOB NO. 47036 45 a/ i / �x \ _ - - -\` - - - - - SCALE 1"=20' \ \ \ \ \ I I , , �-�C' \� SHEET NO. / - - ' V A '.�S % it 1Ji-. KEY PLAN 0' , , -40. C5.3 a 2 c L OLD LYNCHBURG F40AD / /---------- H 0 / - STATE ROUTE 6 1 / /' / - - ' / (VARYING RNV WITH EP / / ` \ 36,, CMP W/END SECC)�70N \ \ I I \ \ 1 \ \ INV0N)=442.�5' \ I I \\ \\ \\ \ \ \ \\ \ I I \ 1 \ \ \ \ \ \ \ � \ � O Bryan D. Cichocki 'Z GP _-- \I 7- be. \ , _ � -__--- �--�--- - --- $� s Lic.No.53741 � GP / / - - OAS /9/u 43 ' - / ' - - - - - - - ' / SCALE 1"=20' SIONAL O - mo GP / io OHP \ - - -` A 1- / -/ / / / ' /- / ' ' - Ge 0 20' 40' KEY PLAN �� oH� M E TELE G�ULT i , ' ¢ o Y V E vE Ae 448 _ \ / / 458 �5 46 / p / , ' ,rn , 4° - - , ' d J V oo z / 461 462 46� 64 / / ' / 4, ' / CL 47 - / 466 472 -' - / -� - -- _ ----- / -Ona w it / Z Z Z 450.05' - _ - 1 o h TO / , ' / / / / / TC / > O O 472 F � O - - - n - - o- 451.42' _ '�• / / // / / / / / / / .11' 450.40' �50.70' 44g15 0` T ' TC� /463.26i / /' / ' / � , ' / / / � / � 472.71 /' 463.29 0'> / r� 0p - - - - c° / / «� / p. b m- ' / V• / ty. /b• / b� -�L�RA VIEW DRIVE TC .40' // // / / / / //' / / ,' / /4j.66' b' o w IW/1 W , / W� EF430.05' FFE=450.75' F �50.95' FFE=451.25' - 1 / 46279'/ ' / / ' 2 0 '� 454.33' c° .9 T / FFE=450.45' _ b c9 - - - - I / / / /r / / , S' �' 5 CL o - , / 64.1 / ' / / 2.53' ' / Ui W 4 3.0 454.59' Co 6 / ,' / / / a7z.ss' � a ti Tch / / A 46 / 462.�4' / / _ _ _ _ 45595' R5' / / /462.45) �' 48` 470.28 / ' I /' 473.00' / ' / TC 474.04' I / ' / / ' O Q 0\0 7�� 474.03' O Q ---- --_- 5 -- h A / 1 TC�N 62.53' p �o / / / / 4 / ' ' ' ' 7 ' / ' 0 � i as¢.73' I STAIRS �' / ;L / N6 ' I FFE=474:05' 1�tr FEE=453:9 - �$ STAIRS @ 6" / , 0.05' / 450.45' - - 460:75' 450.95' 451.25_ - - 451.09' - - - _ _ E=455 - _ / / 4612.2 ' I / / 6\° �O ' I / / q� 5' / / • FFE=473.00'/ ,' .05' 450�5' - -----' 50.95 -452 _ _ _ _ _ _ - _ _ _ FE�56. "57 o 458.26' 1 / 0$ // /rd62.73'� I � ' / / / / 473. , / ; N LLJ N 451.25' FFE_454.54' I 1 ^. O �E=473.3LL6' L / / w N N _ 452 - '1j� 1 I 1 / / 4 iAIR5 b" /4 .30' / / /' ' 47 .50' ' / 43435' = Q \ N TC 452.00' - 459.37' / - ' - ' 451.40' _ - - - / / ' 6\° i �% U - - - - TO 453.95' �`� �c\ 4' 459 46ti.72' I > I / � 4 TAIRS .5" 471. �I / 47 .25' �1 / � / '20 o a � W 452.75' 53.95' - _ - _ _ _ FFE=4 .65 - - �6 /l 462.73' / I FFE=�3.38' •q g / // / TAIRY� @ 7/ / / / / / / I FFE�74,35' Z f\ �g \, I • F-473.50' / 3 / 454.53_ s _ 46 8' 1 1 51 �7,O` I I I I GO O / / 473.50' / p,'� , / I / ' v7 DATE 454.55' W • Y� 462r 73' I I I 1 I i ' - - - FFE=45 .44' S% / I I I I I I / / / V• 455.75' I o ^ / l / 111812021 ti // I / 474.00✓ / of / O I / a 471170' / /\o D 474.73' , I > DRAWN BY \ i - _ 456.75' / I I / �\ b, y I / /�O / Z / 6' / SAN S - _ - / w 1 3 STARS 7" / / _ _ _ 1 I EE • 71 2' I / • FFEI74.00' I��cp�/ / I/ / _ - - .'\ _ - - - - 1 1 I I @ I o I ��\ , '\ ^ �74 0' / ° / / I Fr E=474.75' 451. _-456.78 57.75' I 11 1 II aLLzs3' i FF g73.5T 4 i- I S/fAIR r� 7 ' / ° / C. GAYNER 4p2.93 I I N / I I DESIGNED BY \ \ \ \ \\ \ \ \ \ 8"W - _ P 45 . N - - _ - - - _ _ _ - 457.75 `458.62'� \ ` ' - _ - - I D 1 I I I 1 I / I I 14 .50' I x1l, / �. / 4>/5.25' / ' • \ \ \\ \ \ - _ ° C _ , I a7 as C. GAYNER 3 - IN 1• - asass _ 1 I 5_ I 1 I / I I FFE=475.26' 459.45' FFE474.z3' W O\1L T RS I I ."�' 6b�\- _ _ _ I 1I�72. / / D.'`ry / FFEF4 4.50' I I' 474.50' W/// 475.25'//CHECKED BY 45 .38 35 d63.55'/� 8. CICHOCKI STAIRS 6" / I b / / 'T a • / TC I / 1 1 4G3I5' \ \ \ \ \ \ l \ / / 1 472.99' I I 475.00' I 1 / I <l • • SCALE 5 / 462.96' / 1 o I 1 I \ \ \ \ \ \ I o�,o I \ _ \\\ _- bh - -_.1• 1 \\ \ I 1Icn / 1 1„=20' 451.36' \ \ . \ �, \ q ` _ STAIRS 4516� \ \ \ \ C� I ^ N ` \ olo CO _ - - -�'vi / 1 \ \ I I Z Oo I h �6 \ FFE=4R4.71' \ '470.96' \ E=475.0 I o I '- - _ - _ ..0 \ I \ 4Z2. 2' 472.58' \ \ I I I *HP 476.14' I I 45Q�5^ _ _ - � � _ 451.36' > \ \ \ \ \ \ \ $ol•� 46G1.05' I • 1 • \ \ \ m \ \ STAIRS 17" 479. \ 1, \ 4 STARS 6.25" No S' .67' I I 76.54' J a '- - - 4j°J Fj/�7' TC \000 \ \464 �05' \ \ \ �� . FFE 75.00' I\ �'\ ai IFFE=476.56' TI 3S9AIRS@g, \ \ J 2 ST)A 456 a \ / 2 STAI 3S� b @• 2`� �_ \�\ &_ - �l I\ \\I.�S>js \\ \\\ >�-- - w___ �:a � �'q� -- as3�7 46, •OHO \F �¢�4 4\� \ \\ \\ \\ \ \ \ \ \ C \ \ \ 106 =461.24' 1 @ 6.5Y F=4'�2.0 ' 6:0'� "v _ _- _ - - - 1 5.15 \ \ 8„w 6 \ \ \ \ \ \ \ \ \ \ \ I FFIE=461.44' 4' \ \ \ 47 � -5STgLR _ - _ �/� i \, 456.4Tv' \ \ \ \ \ ° j 0\ \ b S R gp \ \ \ \ \ I O @ 5.,�1 - _ r� \ /\ / \ 45�/`15' \ \ \ \ \ \ \ �o ' 462.38' ` �CO� �N - y \ 7 \ \ 474a v5've\ \ \\ \ A6.86' I FFaTO 65-14_ - - - - / \ \ 1 I l � - - _ - - _ _ _ - - _ �STi41R _ _ - _ _ >. \ o y ^� V \ / / _ _ _ - / / 457.1�' 458`30; 'O� : 463.2 p• t° ^ \ a \ FF�a6r.84' - r Sj 6 _ > \ - asal3o \ \ \QQI \ S E-' AY ST EET 1 vv 45Y..49' 460.07' - ` \ 459.30' / \ 460.35' I 4p1.64' _ , I _- �$.5° _ _ - - - _ - - - � \ • � . w= \ \ 7S 7 / I \ \ I \ � \ \ \ \ \ \ 4 .46' V / @ 6.0" - - - _ - - "-O- - - �, \ °7 y \ \ \ \ \ \ �.a i z _7 STAIR - 0 464 462.25' 464.2T FFE=47`�0: ". _ $ $iTAIR i 465 #62.25' 463.13' 4� ' - 465.35' 467.88' 4711.19' \ \ \\ \ \ \ \ \ ° \ \ \ ° \ cn O Q ^J \ ♦ \ \ \ / r - - - - - @ 6.55 - ' 466 I 463.13' _ 465- 35' - - 166.4 ' / ' brO 4$2.59' \ 473.98' \ \ \ > L.L c \ / 463.83 - \ ` \ 1 \ \ _ -FFE=Q71.05' . 4 467.88 ; 47 19' \ \ 475.20 \ 476.08' I , \ \ \ \ 478.16' � p y' I 473.98' 476.96'' R LLj DRAINS ATIOON--- --- 4 FOUNDATION 4� i I a72ss' \ \ a76.oe' a7� s' \\\ \ � i i(\ - - - - . I 475.20' \ \ 47 16 b. Z \ \ \ \ \\ \\ \\ \ // STORM EWER , ---- / 7- \ \\ \\ �\ \ \ b < Q AINS TIE TO \ Q o \ \ \ \ w\ \ \ // SSFAIR ---- 12 --- -_\_- - - - b s \ OR - - - 1- \ \ \ \ �R/ 46$.16' 5 STAIR - ' M SEWE 7 STAIR - - - \ \ \ \ \ m \ \ 20 / ` „ 7^ 5 STAIR - _ 5 STAIR �3^J' 7 STAF{t \\ - - > - J L \ .\v.. \v` ° \ \ MR 1 - - - - - ; @ @ 6:5"- - -Z-"STAIR / R / 6.5. �\8 STAIR 7 STAIR \ 7 STAIR 1� Q `n 1 Oq _ FFE=472.95' @ 6.5' @ 6.0" / 6 STAIR 4 e° @ Y" \ \ 7 STAIR 4 v ° \ - ° �° ° - `°.. \ \ / 465sa' - _ _ - _ FFE=a7asa' @ 6.5" 7 STAIR @ 6.5" \ \ \ r. - - \ FFE=473.85' FFE=477.14' \ \ \ @� \ @ 6.5" 6.0" .5 @ 6.00" \ \ FFE=476.04' @ Fj - ♦ @ 6.5° \ \ \ \ \ FFE=478.58' A FFE=481.89' - \ i F\FE=484.68' \ \ \ \ ui YtFE=a83.29' FFE=485.90' \ FFE=V86.78' \ \ \ B6' w � Z U Q L\ 1 \ \\ \\ \\�� 1 a.1 _v \ \I / 466J�R �'a. .\a\\. / P '- 6�� A 9 v `� - _ - _ - -_ \ \ 1cw9 470.98' \ --- _ - w \ \( \ \ 472.0T 8 57 3 1\\ \\ \\ \ 1\\\ c° I / / \ \ \ \ - - \ \ - - / _ / 475.37' 476.47'_ _ _ _ 477.98' - - _479.08'. >_e _ - a o -; 1 _ - - a - - TC-' 484.99'- \\ _ - 480.1T - � 481.2T - _ Iv/ / \ \ \ / / - _ - 482.43' �- ' - O HORIZON AD / // ----- -- Tc O PR POSED - - - - - u /RIW j \ \ \ \ \ \ N Vy / / INST. NO. 202 00002884 _ J asa.7s' JOB NO. IJ_-- e 47036 SHEET NO. NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. C5.4 c a 2 c L / /--------- I I ---- -- ---1 ----- ---- -- --- - ----- ----- -- ----- I I I -- -------------- \ ' '------------ - II'----------------------1\---------1 -------'------ - I -�- ------J---- --- I--- ------- - - ---------�- --- -----�----- --- ----------- --I- --- ------I- --- --------+---------- --- ---------- 1 --- - 1 1 ,--------- OP I I� NOTE: SL ES SHALL NOT EXCEED 2:1 IN ANY LOCATION. 7� ------r---------------- ------ ------------I 1 1 \ I I I I I 1 I I 1 ' \ \ r-------- --- ---- -- ----- ---- - --- --- --- -- I� `\ \ 1 -- ------------ ---- ----- - -- ---- ---- ---- ---- I1 \ \ \ ----------------- ------1- - -- ---- ---- -- -- ---- --- ---- 1 1 I I \ ---- \ I \ \ \ C \ \ 1 C I 1 \ \ \ \ o \ c> ' � , O Bryan D. Cichocki 'Z \ \ \ \ \ \ \ \ 1 OLD LYNCHBURG ROAD \ \ \ \ \ \ \ \ o Lie. No. 53741 \ \ \ \ \ \ \\STATE ROUTE 631 ` \----------------------------------------------- ----- -- _ \ \ \ \ (VARYING/W WIDTH \ - - \ ' - \ \ \ \ \ \ \ EP \ \ \ \ \ \ ASS ZONAL \ \ \ \ \ \ - - \ - \ - \ \\ I I \ \ \ -OHT -- = -OHT- QHT'/ / 1 \� \�\ \ \ I \\ - \ \ - \ -T-\-_ _ \� �c _- \ \ \ \\ \ \ \ \ \ -lam O /-�QHP= -I' _/ /T-�OH7-c' _' ''-1)F#T=-i /OHT- �0yT�-'\/ --\ , 1 // f/ \- _--- '�- -_- >E _H:_- �'/ w aiE - - _ GP --__ - TELEty�ULT// x _ _' - --��-- _ \ / _---' �wv3 GP __--I - ¢oa o 3 Lu AlAV L ' / / / I >tj / / _ - ' / / UVa �a/ - ul S c ry Z U 2 i - - - v �o Z / / / / 474.55% / 47 T4 / /' / ' - _ ' _ - / / / / / ' \ ' _ _ _ F ¢ N Q Oti / / O/ 8 OF --- cry It I /4Lu 72.46' / //� ' /TC // / / i' / / // /' / / 473.5fj' Ile i , 473.27' / / ' ' / i i i�------- W p'�`l' VIEW DRIVE z TG` , / / ' / / / / / / OF yT� / Lu zt CL _vv' � a. / ' ' i d 4gq ' ' ' 00 00 .28' S R18' _ - - / 1 5' 4 gT // /, �� a /' / ' / - J \ / O w v1 77� .5' / / / T / 2.53' T 474.10' b,\0� Rlti' / / / / / / _ - _ _ - - / \�y� _ _ (D Q Q 472.99' O d Z _ - 470.28' / I / 473.00' / 474.04' i / . 1, o�0 473.6' 474.03' / i Ag / / _ ' / / i /_ i ' w N STAIRS r' / L / m S61 j I /' / / / , o ' > p N - ' w w O FFE �74.05' T 1 / / • FFE=473.00'/ / /' 73/-:I / / /' Q \ 47 .50' 6 0 / 4.74.35' I / J / / i / / / - - _--- _' / O DATE 47 .25' / r / �� / '%2p o 474.35' / ' / i F / , / , ' 75. 5' ' / / ' / / / / , ' /' / / „ ° /' / / TAIRyS/@ 7' �� / , / FFE=474.SJ�' ' / 111812021 / • F 473.50' / / `b / / ' 'O / '' i __ °� __-- _-- / DRAWN BY I� M i 474.00/ O/h / co / / / / / // / lA/' / / // // / / /,/ / / / / /' 3)'' - _ C. GAYNER 471170' / / o�o D 474.73' I / ' 6' I / / , i i / / / / / / / o. / / i ' - • DESIGNED BY / ^ FFE=474.75'- /p� FFSL.0OtAIR 7� VY74 0' / / ' ' / / ' //' ' ' / • C. GAYNER i 1 / I / / / ' ' / / / ' / • CHECKED BY // I 47g.45' I 14 4.50' , 0101 /2 / / /' / / '� // / '' � l / l i / ' / / / J n� 475.25' I / / � / / � o 1 ill 3h Q °� / / / / / / / / p 1 , / r a / / / • B. CICHOCKI IT RS 4 I I :5' j I Z / S°8 / / / FFE=475.26' �Alo/ / / 1 r / / , ' ..� 7 I I( / / I/ / ' / / / / • • SCALE / / • FFEJF4 4.50' I I 1474.50' 475.25' 1 =20' 475.00' 010 I I / 4 / I / �rF / I \\ I / /l //� _ 1 l // /l / i ' / • \ \ I STAIRS @I ,. y I ' / 1 \ \ I 1 I IZ -ri70.96' \ E=475.0 I '6 4 I 475.00' I 476 �14' OD \ \ I BHP 1 R I \ ' I • J� \ \ STAIRS �., \\ 474. \l .6T FFE 75,00' 47\5.00' I I 1 4/76.54' I IFFE=476.56' \ \ \ \ ,� I I 1 \ �+ _ \ \ \ \ \ O d10 \ \ I I 1 I I I \ � � \ \ ` \ \ I � I I I I I \ \ \ \ \ \ \ \ \ \, \ I I`1� I 1 II I \ 41 I \ \ IL 06 \ C \ 1 701 476.54' I 8 I Qua \ \ `\ \ \ \ \ , / I..' ➢'.a \I 11 11 \ \ \ \\ \ \ \ \ \ \ \ \ R3' \ \ \ \ \ \ 1 11 I ° / 1 1 1\ \ \ \ JO TC \ T 4. 9.23' \ \ \ \ \ 1 \ \ / I I 1 11 \ \ \ \ \ \ l� �N i \ \ \ \ 474ovo5' \ \ \ \ 76.86' 4 e..8g:°s"' SA R1>� R1 \ 15' R95'_ - TC - 4ao-6sr - � q \ \ S ETBAYST CET a \ \ \ � \ \ "Z \\ �\� \\ ,'W\\ &\\\/ Z TC e\e Q a2 \�\ \ \\\ 1\ I / //°a/ I \\ \\ �soo\ \\ > LLj 4711.19' \\ 473.98'\ \ \ \ \ \ a Q 63 - - - \\ 1 I 1 1 // / 1 // \ \\ \ \ \ \ W _ Z \ \ \ Q 47y.19' I \ \ \ 475.20' \ \ 476.08' \ \ \ 478.16' \ \ \ < 472.59' \ 473.98' \ 476.96'' \ \ �` 483. 1' - z - - - \ \ I I I I / / / / / I I \ \ W < ' i I \ \ \ \ 476.08' \ 47�.\96' ` \ 47 6' R0(L Z O - - \ \ \ 1 / / / / / / I \ \ \ \ \ ' ED LL 475.20' \ \ \ J / / / J Q T 7STAI♦f --\-- - \ \ -\ �\ - \\ \ \\ I 482 / / / // I ` \ W 0 @ 6.5\'\ 7 STA v \8 STAIR \ 7 SAIR 7 STTAIR \ 7 STAIR p - - t383 / 7 STAIR @ @ 6.5" \ \ \ I 4 4 / / w r @ 5" @ 6.00" \ Z 6.3 IFFE=483.2 \ 6 \ / / / \ \ U Q FFE=485.90' FFE=486.78' \ \ \ I , 4$7 / / / \ \ FFE=488.86 T \ � � F£UJ E_487.66' > 478_A�a .25' e> - 1'\. li° \\^ I' / > 1 ` / o/ Q 49 / / \ e \ 1489139' I 2 a0o425� 480.17' TC I I / \ \ \ // / l `� l4,Ao. I \ \ 481.27' / - - 483.68' / / 489'151' 482.43' HO' ON RbA I I - - �/ HORIZONR AD _ _ Tc- _ I - I I / I 1 \1 \ \\ PR POSED 61' VD - - - - ' -T 485.34' �� >1 / / / I �h/ INST. NO. 202 00002884 ' 484.75' _ - > /' / /' vv _--- - - - - -- 0%� V / u- - - - - - - - - - - - - - - - JOB NO. 4/U36 SCALE 1 "=20' SHEET NO. KEY PLAN ---0--- 20' 40' C5.5 a i c L F- 103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C5.6-CURB RAMP ELEVATIONS.dwg I Plotted on 8/11/2022 1:13 PM I by Matt Denhard I I 1 I I I> con I I 1 I I 1 n I D co°i, µ X I I I G) oo Z G) ' coP�' I �;U 00 cG) a CO N 486 / 900 N n w / co / 0000 N / o OOO�OOOO b000Cd / / 0 \ 486 C�00 / 00 co // / / NVS j 0 \ / / cn Z \ ' SWAL TAIL LANE Z co/ / O l l l rni D A / z r m r ' m D N\ /' i °O�O A r p ooODD 90 m \ OyD rn l A %9014 A = MM P O 90 \ w 0 T co' O T1 `mil i 1 I A A oi° 00 rn Z N \ N/ N m T O I N Z O D (xdW D / °i°or / Cn \ / mom __- � m ' r Z � — - -0 ----- J/ 00 �GZ)x P ---- 00 / / / ' A - - - - - - - - - w �µ _ S 0 TIMMONS v, n m V 03 O O) zz z (rJ qA 0 • • YOUR VISION ACHIEVED THROUGH OURS. �0 THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 RO P • TEL 434.295.5624 FAX 434.295.8317 www.timmons.com S O U T H W O O D PHASE 1 BLOCKS 9 10 & 11 DATE REVISION DESCRIPTION n m n N n o 7111/2022 UPDATED PER REVISED GRADING ' (A G) G) G) ON o/9/2022 I FINAL SITE PLAN RESUBMISSION COUNTY OF ALBEMARLE, VA CURB RAMP ELEVATIONS 0 m O 0 Z O Z Z O 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. PROJECT INFORMATION ENGINEERED JIM CLARK PRODUCT 240-461 MANAGER: JAMES.CLARK@ADS-PIPE.COM MIC14AEL GREEN ADS SALES REP: 304-240-0082 MICHAEL.GREEN@ADS-PIPE.COM PROJECT NO: S244525 Advanced Drainage Systems, Inc. SOUTHWOOD BLOCKS 9-11 CHARLOTTESVILLE, VA MC-7200 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH MG-7200. 2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60X101. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<l MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75 YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 550 LBS/INBN. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73- F /23' C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY REGISTERED PROFESSIONAL ENGINEER. • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 76-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. CONCEPTUAL LAYOUT - SWM A 26 STORMTECH MC-7200 CHAMBER. 12 STORMTECH MC-7200 END CAPS _ 12 STONE ABOVE (in) 33 STONE BELOW (in) 40 %STONE VOID _ 11,548 INSTALLED SYSTEM VOLUME (CF 2,434 SYSTEM AREA F1') 225 SYSTEM PERIMETER (0) CONCEPTUAL ELEVATIONS - SY 448.00 MAXIMUM ALLOWABLE GRADE (T( 443.50 MINIMUM ALLOWABLE GRADE (UN 443.00 MINIMUM ALLOWABLE GRADE (UN 443.00 MINIMUM ALLOWABLE GRADE(BA 443.00 MINIMUMALLOWABLE GRADE(TC 442.00 TOP OF STONE 441.D0 I TOP OF MC-7200 CHAMBER 438.45 1 18" TOP MANIFOLD INVERT 43T92 - 24-TOP-MANIFOLD INVERT 436.19 24" ISOLATOR ROW PLUS CONNEI 436.19 124" BOTTOM CONNECTION INVER w SiteASSIST' a D FOR STORMTECH INSTRUCTIONS, DOWNLOAD THE a INSTALLATION APP IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-7200 CHAMBER SYSTEM 1. STORMTECH MC-7200 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURERS REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH MC-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN CRUSHED ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9. STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE. STONE DEPTHS SHOULD NEVER DIFFER BY MORE THAN 12" (300 mm) BETWEEN ADJACENT CHAMBER ROWS. 10. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 11. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIAL BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 12. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH MG-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MG-72DO CONSTRUCTION GUIDE". 2. THE USE OF EQUIPMENT OVER MC-7200 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE STORMTECH MC-7200 CONSTRUCTION GUIDE". • WEIGHT LIMBS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". 3. FULL 36' (900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892.2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. NOTES I • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 8.32 FOR MANIFOLD SIZING GUIDANCE. I ' • E ADAPT ADDITIONAL DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS IT MAY BE NECESSARY TO CUT AND COUPLE A D TIONAL PIPE TO STANDARD o ` MANIFOLD COMPONENTS IN THE FIELD. THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. ' Y ' • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR () W C I w DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS O J J Z S INFORMATION IS PROVIDED. J j W • THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON THE SLOPE'S INTEGRITY. M W U • TO MINIMIZE THE LEAKAGE POTENTIAL OF LINER SYSTEMS, THE MEMBRANE LINER SYSTEM SHOULD BE DESIGNED BY KNOWLEDGEABLE GEOTEXTILE PROFESSIONAL AND O 1O INSTALLED BY A QUALIFIED CONTRACTOR. OO N N • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT 8 THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. N ; I = Q o N s = � (D III i 18' PARTIAL CUT END CAP, PART# MC720DIEPPIST OR MC72001EPP18TW TYP OF ALL MC-720018"TOP CONNECTIONS 18" X 18" ADS N-12 TOP MANIFOLD INVERT 29.36' ABOVE CHAMBER BASE (SEE NOTES) PROPOSED STRUCTURE -� W/ELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 2.7 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) _10.9Tj 5.99'I I13.18' - 25.91' WADS N-12 DUAL WALL PERFORATED HOPE UNDERDRAIN 4 (SIZE TBD BY ENGINEER I SOLID 1865' OUTSIDE PERIMETER STONE) T O OUTLET STRUCTURE PER PLAN 'm MAXIMUM OUTLET FLOW 14 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) 24' ADS N-12 BOTTOM CONNECTION T INVERT 2.26" ABOVE CHAMBER BASE (SEE NOTES) PLACE MINIMUM 17.6 OF ADSPLUS176 WOVEN GEOTEXTILE OVER BEDDING STONE AND `' UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 24" X 24" ADS N-12 TOP MANIFOLD INVERT 23.05" ABOVE CHAMBER BASE (SEE NOTES) m 24" PARTIAL CUT END CAP, � N i' PART# MC72001EPP24T OR MC72001EPP24TW Fil TYP OF ALL MC-7200 24" TOP CONNECTIONS t 24" PARTIAL CUT END CAP,PART# MC72001EPP24B OR MC72001EPP24BW TYP OF ALL MC-7200 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS STRUCTURE PER PLAN WIELEVATED BYPASS MANIFOLD MAXIMUM INLET FLOW 28.5 CFS (DESIGN BY ENGINEER I PROVIDED BY OTHERS) _ kl <1 7� INSPECTION PORT THERMOPLASTIC LINER (30 ni ISOLATOR ROW PLUS (SEE TECHNICAL NOTE 6.50 / PROVIDED (SEE DETAIL) BY OTHERS I DESIGN BY OTHERS) INSTALL FLAMP ON 24• ACCESS PIPE PART# MC720024P MP (TYP 2 PLACES) 45.02' NMI o 3 pa IS .t V E� 0 02 I• 4, N o rc 8 E L U m m o� O E m5 m OP iqqe� 30 3 SHEET 1 ^ 1 OF SOUTHWOOD BLOCKS 9-11 CHARLOTTESVILLE, VA MC-3500 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH MC-3500. 2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM FZ418-168, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45X76 DESIGNATION SS. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<l MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75•YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 460 LBS/I WIN. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73' F /23- C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. SiteASSIST" a D FOR STORMTECH INSTRUCTIONS, if DOWNLOADTHE INSTALLATION APP a IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1. STORMTECH MC3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURERS REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH MC35DO CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MG3500/MC-4500 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM -6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (3DD mm) INTO CHAMBER END CAPS. 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 11. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. 1. STORMTECH MC35DO CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MG-35D0/MC-4500 CONSTRUCTION GUIDE". 2. THE USE OF EQUIPMENT OVER MC-35DO CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT GAN BE FOUND IN THE "STORMTECH MC-3500IMC-4500 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. PROPOSED LAYOUT - SWM B NOTES 110 STORMTECH MC35M CHAMBERS • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. 18 STORMTECH MC35M END CAPS • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL �, o 12 STONE ABOVE (in) PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. Q Q _ STONE BELOW in • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. 0) 30 Y G 40 %STONE VOID THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS O W 3 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY 22,288 ABOVE ELEVATION 448.00 BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PRODDED. J w • THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON DoU o U 430 SYSTEM AREA ET THE SLOPE'S INTEGRITY. ❑ w 30 SYSTEM PERIMETER 00 O PROPOSED ELEVATIONS - SWM B � 458.75 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) _ vJ 452.75 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) F- U ii 452.25 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 452.25 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) O 452.25 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) Q) 12 3 451.75 TOP OF STONE 450.75 TOP OF MC-3500 CHAMBER 448.67 18" TOP MANIFOLD INVERT 447.17 24" ISOLATOR ROW PLUS CONNECTION INVERT 3 447.15 18" BOTTOM MANIFOLD INVERT d 447.00 BOTTOM OF MC3500 CHAMBER 446.00 UNDERDRAIN INVERT ' 444.50 1 BOTTOM OF STONE le 111 In 139.94' ff '125.69 >§ PLACE MINIMUM 17.5' OF ADSPLUS175 WOVEN INSPECTION PORT S" ADS N-12 DUAL WALL GEOTEXTILE OVER BEDDING STONE AND ISOLATOR PERFORATED HOPE UNDERDRAIN g UNDERNEATH CHAMBER FEET FOR SCOUR ROW PLUS (SIZE TBD BY ENGINEER I SOLID m' U PROTECTION AT ALL CHAMBER INLET ROWS (SEE DETAIL) OUTSIDE PERIMETER STONE) Q M OUTLET STRUCTURE PER PLAN 0 MAXIMUM OUTLET FLOW 4 CFS a (DESIGN BY ENGINEER / ® �a 1S' PARTIAL CUT END CAP, i PART# MC35001EPP18TC OR MC35001EPP18TW PROVIDED BY OTHERS) O E y fn in TYP OF ALL MC3500 18' TOP CONNECTIONS d a? N 18" PARTIAL CUT END CAP, 0 18" X 18" ADS N-12 TOP MANIFOLD j, N N PART# ALL M -&500 18" O TOM CONNECTIONS IO F 1 INVERT 20.03" ABOVE CHAMBER BASE U - (SEE NOTES) I TYP OF ALL MC-3500 18' BOTTOM CONNECTIONS E m 18" X 18" ADS N-12 BOTTOM MANIFOLD L a L`I' INVERT 1.77" ABOVE CHAMBER BASE Q E m PROPOSED STRUCTURE (BEE NOTES) y U WIELEVATED BYPASS MANIFOLD 24" PARTIAL CUT END CAP, PART# MAXIMUM INLET FLOW 11 CFS p T MC35001EPP24BC OR MC36001EPP24BW (DESIGN BY ENGINEER / TYP OF ALL MC-3500 24" BOTTOM PROVIDED BY OTHERS) m Q CONNECTIONS AND ISOLATOR PLUS ROWS T STRUCTURE PER PLAN WMEIR m 'ter, MAXIMUM INLET FLOW 11 CFS _ ro �1�1 I (24" SUMP MIN) o INSTALL FLAMP ON 24" ACCESS PIPE m Q w m PART# MC350024RAMP ~gg (TYP 2 PLACES) ,b 1 _ N 18" X 18' ADS N-12 TOP MANIFOLD INVERT 20.03" ABOVE CHAMBER BASE (SEE NOTES) T 33.05' 2I50' 14.3X 21.50' 21.50' 38.87 4 SHEET OF OR APPROVED EQUAL Bryan D. Cichocki be. No. 53741 g/dr E O O U N � N C > E w a E � w v 3 Q LL o 3 p LL - wO `mom d _ V oMo w J -N a>oN (A N (D W m Ir 30'x U) LL (n _ N EE > � ~ c o 00 � M a v LU rA 0 ce LF) F Q ❑ DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1 "=50' 06 O JOB NO. 47036 SHEET NO. C6.6 L VARIABLE INLET LOCATIONS m 72"MANHOLE ` \ \ 30' FRAME & COVER 24" OUTLET PIPE J VARIABLE OUTLE 24" INLET PIPE LOCATIONS +- '\ f FIN ARRAY / (TYP 4 PLACES) INTEGRATED � \ � INTERNAL WEIR \ M TYPICAL PLAN VIEW NTS 124" 24' INLET PIPE i 30" FRAME & COVER L? WQU"1 BARRACUDA S6 UNIT 24' OUTLET PIPE (77 MANHOLE PROVIDED BY BAYSAVER) SITE SPECIFIC PLAN VIEW NTS I BARRACUDA S6 I INTEGRATED INTERNAL WEIR 24" INLET PIPE (24- OUTLET PIPE NOT SHOWN FOR CLARITY) 15.43't BOWL � � Y LU O J j m W ❑ 3 ❑ O c U F = '� 0 O N MID ¢� ° J n N Y Q o N � = x U 7 � � ILI o a W oz �S 1Y MIN ' �O O € 114.1" c (43"MIN) •a CL 85" SECTION VIEW A A NTS FIN ARRAY (TYP 4 PLACES) IIII II SECTION VIEW B-B NTS ACCEPTABLE FILL MATERIALS: STORMTECH MC-7200 CHAMBER SYSTEMS 16.59' [199.11 3 Cn i 3 m f0 ° 0 8 E € ❑ JN m $F g0. LLI 3z 'Sk o zo o U 0 Hk ~ mgt it Z 5 SHEET 1 2 OF AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEERS PLANS. PAVED D TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER AASHTO M145 INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOIUAGGREGATE MIXTURES, <35% FINES OR A-1, A-2A, A-3 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER TOP OF THE EMBEDMENT STONE (B' LAYER) TO 24" (600 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN C ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR 12' (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR SUBBASE MAY BE A PART OF THE'C' LAYER. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95%RELATIVE DENSITY FOR LAYER. AASHTO M43' PROCESSED AGGREGATE MATERIALS. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9,10 EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M43' B FROM THE FOUNDATION STONE (A' LAYER) TO THE -C LAYER CLEAN, CRUSHED, ANGULAR STONE 3 4 NO COMPACTION REQUIRED. ABOVE. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE " SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3,4 o Y LU O �_ 3 J > 0] W C] O O OJ �/ U I ❑ U R s m N �y $ N ai PLEASE NOTE: 6 15 au 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR 04 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9' (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR Q COMPACTION REQUIREMENTS. 4. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5 °B � 1 LAYER OF ADS GEOSYNTHETICS NON -WOVEN GEOTEXTILE ON BOTH SIDES OF 1 LAYER OF ADS GEOSYNTHETICS NON -WOVEN GEOTEXTILE BETWEEN COVER STONE AND C LAYER. THERMOPLASTIC LINER ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS. SEE ADS TECHNICAL NOTE 6.50 FOR NON -WOVEN WEIGHT RECOMMENDATIONS. PAVEMENT LAYER (DESIGNED ff w B BY SITE DESIGN ENGINEER q C �O- 0 ad \ d s 0 \ 'TO BOTTOM OF FLEXIBLE PHVEMENT. FOR UNPAVED \ i \ \ D INSTALLATION SWHERE ASERUTTINGCOVER FROM VEHICLES MAY OCCUR, 24• TD' � PERIMETER STONE �; `+ IS cov$R To $ol7Bo mml. (2.1 m) gw (SEE NOTE 4) (600 mm) MIN` MAX $ 12" (300 mm) MIN © 5., U -s `"PHIS CROSS SECTION DETAIL REPRESENTS F(l EXCAVATION WALL , MINIMUM REQUIREMENTS FOR INSTALLATION. Cm$ (CAN BE SLOPED OR VERTICAL) mm)) PLEASE SEE THE LAYOUT SHEET(S) FOR ~ :% E g� � - PROJECT SPECIFIC REQUIREMENTS. II- _ A - �_- DEPTH OF STONE TO BE DETERMINED � $? na r� M III-'1=lll�n="` n�� " II-'�'IeaIK BY SITE DESIGN ENGINEER9"(230 mm) Q E W 12" (300 mm) MIN - MG-7200 SUBGRADE SOILS (230 mm) MIN 100" 2540 mm)! 12" (300 mm) MIN � V Q END CAP (SEE NOTE 3) _ OVERLAP ON TOP w SEVERAL INCHES TO ANCHOR (PER ❑ MANUFACTURER'S-SI No £E RECOMMENDATIONS) m y 3 a III; �0 ,e NOTES: NON -WOVEN NTH N 0 S' GEOTEXTILE ¢ ° o NON -WOVEN ANGULAR GEvi 5 OTEXTILE 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' CHAMBER CLASSIFICATION 60x101 x 2. MC-7200 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM FZ787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". STONE THERMOPLASTIC TH$ o 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION LINER g E FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. THERMOPLASTIC LINER DETAIL € 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 0 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". i • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBSAWIN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73" F / 23" C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. SHEET 1 21 OF FEiI9cRP.WIId 18" OUTLET PIPE 0 INTEGRATED INTERNAL WEIR VARIABLE OUTLET LOCATIONS _ A TYPICAL PLAN VIEW NTS 30" FRAME & COVER ASPHALT INSTALLATION INTEGRATED INTERNAL WEIR pl 447.27 OUTLET BOWL FIN ARRAY (TYP 4 PLACES) SECTION VIEW A -A NTS t 30" FRAME & COVER 18" INLET PIPE FIN ARRAY (TYP 4 PLACES) TURF INSTALLATION 460.00 RIM — — 438.10 SUMP 30" FRAME & C(" WQU- BARRACUDAS (96' MANHOLE PROVIDE BY BAYSAVEF 1 B" OUTLET PIPE SITE SPECIFIC PLAN VIEW NTS I BARRACUDA SO I 18' INLET PIPE F u) ; ❑ w t Y O W 3 p cYi Do 0 W ❑ _ U O O O � N N N pppo O� U) ILI o a fi Sy INTEGRATED: INTERNAL WEIR 1P"(MIN) ip 18" INLET PIPE 152.8" (44" MIN) n w (18" OUTLET PIPE NOT SHOWN FOR CLARITY) € uw. K E Ezzz 5 IC m i0 9 0 23.91Y € 22.90' BOWL [287"J a Fly 134' BillO J : p �a U °o FIN ARRAY (TIP 4 PLACES) v x oz S2 ZE O Z i0 iiS 0 \ IS SECTION VIEW B-B SHEET 6 1 2 NTS OF ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER AASHTO M145 INITIAL FILL' FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOILIAGGREGATE MIXTURES, <35%FINES OR A-1, A-24, A-3 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER TOP OF THE EMBEDMENT STONE (B' LAYER) TO 24" (800 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN C ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR LIFTS MIN. PROCTOR DENSITY FOR 12"ELL SUBBASE MAY BE A PART OF THE'C' LAYER. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS IAA WELL GRADED MATERIAL AND 95%RELATIVE DENSITY FOR GRADED 5% LAYER AASHTO M43' PROCESSED AGGREGATE MATERIALS. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9.10 EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M43' B FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER CLEAN, CRUSHED, ANGULAR STONE 3 4 NO COMPACTION REQUIRED. ABOVE. FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2.3 SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3,4 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR p4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO MI STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR LOCATION MATERIALS WHEN PLACED AND COMPACTED IN III mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION FOR STANDARD DESIGN LOAD CONDITIONS A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER ell UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS GAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C OR D' AT THE SITE DESIGN ENGINEER'S DISCRETION. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS \ \ \ \ l \ \BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED \\\\IONS WHERE RUTTING FROM VEHICLES MAY OCCUR, MB' PERIMETER STONE �� (SEE NOTE 4) INCREASE COVER TO 24-I600 mml. 18'(450 mm) (2.4 m) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL', 6" (15( MC-3500 END CAP 0F�41�n p'- T' Ti IAIImm� m 4��I� 14�►II■�,�IiQlll.� /d'�1n8{p � //I Ip,I, � I' j � i (� //, I'Illl�u� �)';1 • • • • _ �I�IL�II��.1 IMiI_ 71IT' 16'611�� ill �i ill/ I II`1ll��l�� % L II • ' • NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 2. MC,3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/INAN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73" F / 23" C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. C6 C6 ; YLd c U t Y O 35 c J j U Do LU ❑ O O > J = Ir 6 Z) U 4d ❑ = U ¢E O a o N n IS ii O 0 pp9 U $o x W mG F . O a ° 08 L a N O SR s G r Vi C) o JN OW mO R zzQ x w O WO zW O_ 5 w `? 8 SHEET 12 OF OR APPROVED EQUAL Bryan D. Cichocki be. No. 53741 6/di . M E 0 N � N C > E a E w Q LL o 3 p LL wO `mom O' Lu L M Q� J U 00 Z ILL,J —Uri O O (A N N � In Lu w EL 30'x an V)i oa � w ❑ Lni vry Z 2 O o0 Fv<M 17 Uri U) LU M LU m W Lo ti W d 0LD W J 2 S >LyJFU Flzl(:l ❑ v DATE > 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE • N/A • 06 0 J cn a Lu U 0 0z > 0 LLI Q Z ' Lu Lu LU Q Q LL Jw^/ Z _ I Z Q ° 0 ^ U W 0 0 Z 0 D � 0^, v JOB NO. 47036 SHEET NO. C6.7 c 5 a ai 2 c L COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD SUMP DEPTH TBD BY CATCH BASIN SITE DESIGN ENGINEER OR MANHOLE (24" [600 mm) MIN RECOMMENDED) INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT INSTALL FLAMP ON 24" (600 mm)ACCESS PIPE PART#: MC720024RAMP r MG7200 CHAMBER F 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END GAP PART #: MC72001EPP24B OR MC72001EPP24BW MC-7200 ISOLATOR ROW PLUS DETAIL A. INSPECTION PORTS (IF PRESENT) A.I. REMOVEIOPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED /L3. USING A FLASHLIGHTAND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) ) A.S. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE 1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY ii FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE 6.3. IF SEDIMENT IS AT, OR ABOVE, 3' (BO mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 79.1" (2010 mm) INSTALLED I MC-7200 TECHNICAL SPECIFICATION NTS VALLEY STIFFENING RIB LOWER JOINT CORRUGATION 83 4" (2120 mm), CREST WEB UPPER JOINT CORRUGATION! CREST STIFFENING RIB BUILD ROW IN THIS DIRECTION FOOT v I61.0" (1 549 m) 100.0" (2540 mm) I90.0' (2286 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 100.0- X 60.0" X 79.1' (2540 mm X 1524 mm X 2010 mm) CHAMBER STORAGE 175.9 CUBIC FEET (4.98 m") MINIMUM INSTALLED STORAGE" 267.3 CUBIC FEET (7.56 m") WEIGHT (NOMINAL) 2051bs. (92.9 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 90.0" X 61.0- X 32.8" (2286 mm X 1549 mm X 833 mm) END CAP STORAGE 39.5 CUBIC FEET (1.12 m") MINIMUM INSTALLED STORAGE' 115.3 CUBIC FEET (3.26 m") WEIGHT (NOMINAL) 901bs. (40.8 kg) 'ASSUMES 17 (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH T END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" PART # STUB B C MC72001EPP06T 6' (150 mm) 42.54" (1081 mm) - MC72DOIEPPD6B - 0.86" (22 mm) MC72DOIEPP08T 8' (200 mm) 40.50" (1029 mm) - MC72001EPP08B - 1.01' (28 mm) MC72DOIEPP10T 10" (250 mm) 38.3r (975 mm) - MC72001EPP10B - 1.33' (34 mm) MC72001EPP12T 12" (300 mm) 35.69" (907 mm) - MC72001EPP12B - 1.55' (39 mm) MC72001EPP15T 15" (375 mm) 32.77 (831 mm) - MC72001EPP15B - 1.70" (43 mm) MC72001EPP18T 18"(450 mm) 29.36-(746 mm) - MC72001EPP18TW MC720CIEPP18B - 1.97' (50 mm) MC72001EPP18BW MC72001EPP24T I23.05' 24"(800 mm) (585 mm) - MC72001EPP24TW MC72DOIEPP24B - 2.28" (57 mm) MC72001EPP24BW MC72001EPP30BW 30" (750 mm) - 2.95" (75 mm) MC72001EPP36BW W' (900 mm) - 3.25" (83 mm) MC72001EPP42BW 42" (1050 mm) - 3.55" (90 mm) NOTE: ALL DIMENSIONS ARE NOMINAL 32.8" (833 mm) INSTALLED 38.0" (965 mm) 1 CUSTOM PREFABRICATED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24' (3004= mm) SIZE ON SIZE AND 15.48" (375-120D mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MG-7200 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. NTS CONCRETE( PAVEN CONCRETE SLAB 8" (150 mm) MIN THICKNE STORMTECH CHAMBER OPTIONAL INSPECTION PORT MC-7200 END CAP ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS I� 12" (300 mm) MIN WIDTH ^7NCRETE COLLAR NOT REQUIRED IR UNPAVED APPLICATIONS W NYLOPLAST INSPECTION PORT BODY PART#2708AG41PKIT ( ) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS MC-3500 TECHNICAL SPECIFICATION NTS VALL STIFFENING RIB, CREST CREST WEB STIFFENING RIB LOWER JOINT CORRUGATION FOOT, UPPER JOINT CORRUGATION BUILD ROW IN THIS DIRECTION b 77 0" 75 0" (1956 mm) (1805 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 86Ar (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m") MINIMUM INSTALLED STORAGE' 175.0 CUBIC FEET (4.96 m") WEIGHT 1341bs. (00.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 75.0' X 45.0" X 22.2' (1906 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m') MINIMUM INSTALLED STORAGE" 45.1 CUBIC FEET (1.28 m") WEIGHT 491bs. (222 kg) "ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" (152 mm) STONE BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" END CAPS WITH A WELDED CROWN PLATE END WITH "C" PART # STUB B C MC350DIEPP06T 6" (150 mm) 3321' (844 mm) MC35001EPPo88 - 0.86' (17 mm) MC350DIEPPOST 8" (200 mm) 31.16' (791 mm) - MC35001EPPo8B - 0.81" (21 mm) MC35 10" (250 mm) 29.04" (738 mm) - :EPP10T MC3500EPP70B - 0.93" (24 mm) MC35DOIEPPiZT 17 (300 mm) 28.36" (870 mm) MC35001EPPI28 - 1.35" (34 mm) MC35WIEPPIST 15' (375 mm) 23.39- (594 mm) MC35001EPP15B - 1.50" (38 mm) MC35DOIEPPlOTC 18" (450 mm) 20.03" (509 mm) - MC35001EPP18TW MC35001EPP18BC - 1.7r (45 mm) MC35001EPP18BW MC350DIEPP24TC 24' (600 mm) 14.48" (388 mm) - MC35WIEPP24TW MC35001EPP24BC e 2.06' (52 mm) MC35001EPP24BW MC35001EPP30BC 30' (750 mm) - 2.75- (70 mm) NOTE: ALL DIMENSIONS ARE NOMINAL 86.0" (2164 mm) INSTALLED 90.0"(2286 mm) ACTUALLENGTH 22.2" (584 mm) INSTALLED �853 mm) I � Y LU O m LU O O 0 0 = Q Y 3 O (3 c F J t 6 2 N o w S F U 7 co # o o a a Oz bw ® F O 0 �I E�o� m N L) aff O JN Ow x O ° C� oa sd rg �b mw �a 9 SHEET 1 2 OF i a �gFQ� 2 15 5 $?ag 11 b 0 2� o � s 'is JJ ® t1 d I OE�G Vi E o0 L)2 �0 H I o5 o0 w E t0 iC F Cl m = -4 Q �O o = ow CUSTOM PARTIAL CUT INVERTS ARE �<o g b AVAILABLE UPON REQUEST. .D INVENTORIED MANIFOLDS INCLUDE = Fa 12-24" (30DE00 mm) SIZE ON SIZE AND 15-48' (375.1200 mm) : ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MG3500 io ? o END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES g GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR € SHEET THE PIPE SIZE. 11 1 2 OF COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD SUMP DEPTH TBD BY CATCH BASIN SITE DESIGN ENGINEER OR MANHOLE (24" [600 mm] MIN RECOMMENDED) INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT INS I ALL FLAMY UN L4- (WU U PART#: MC350024RAMP MC,3500 CHAMBER a� meal 'N4"3'� 24" (600 mm) HOPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART M MC35001EPP24BC OR MC35001EPP24BW MC-3500 ISOLATOR ROW PLUS DETAIL A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS ( OPTIONAL) A.S. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.I. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE 1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY 11) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. F3Y4:I7`�q`.I UNDERDRAIN DETAIL NTS STORMTECH CHAMBER UTLET MANIFOLD FOUNDATION, STONE BENEATH CHAMBERS ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH END CAP FOUNDATION STONE BENEATH CHAMBERS I�\y' ADS GEOSYNTHETICS 601T \ NON -WOVEN GEOTEXTILE DESIGN ENGINEER 4' (100 mm) TYP FOR SC310 & SC-16OLP SYSTEMS 6' (150 mm) TYP FOR SG740, DC-780, MC-3500 & MC-4500 SYSTEMS MC -SERIES END CAP INSERTION DETAIL NTS .r STORMTECH END CAP 17 (300 mm) MIN INSERTION MANIFOLD STUB MANIFOLD HEADER 17 (300 mm) MIN INSERTION NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FORA PROPER FIT IN END CAP OPENING. SECTION A -A DUAL WALL PERFORATED HDPE UNDERDRAIN SECTION B-B 12- (300 mm) MIN SEPARATION MANIFOLD HEADER MANIFOLD STUB ,",-""r'^ "ORT AC-3500 END CAP �.. GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.26 (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS I12" (300 mm) MIN WIDTH CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS CONCRETE COLLAR 8"NYLOPLAST INSPECTION PORT PAVEMENT BODY PART#270SAG41PK17 ( ) OR 1 TRAFFIC RATED BOX W/SOLID LOCKING COVER f ' CONCRETE SLAB j t'- ;. 4" (100 mm) SDR 35 PIPE 6"(150 mm)MIN THICKNESS L i 4" (100 mm) INSERTA TEE TO BE CENTERED ON STORMTECH CHAMBER - CORRUGATION VALLEY NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS E 8 E yy d w, W d c� y N E 1. a N tlo H 7 @' rn m C) m m ii pm � 3i o m x a� K _ Ill O �p �w 5 �w Po 10 SHEET 12 OF 3 � w � O m CIDj t Y c w Q W O U o O �¢¢p O O N N J N 1 _ Ewa 0 :w �$ O c fi Z. F. g 5 "Sq a9��a YaW Wg O 3 U w U � WB �U d N 0 1 (• m 0 €@ w O m mG NC) �N 011 w a = z O m¢ oz ~< 26 y_w 30 12 SHEET 12 OF OR APPROVED EQUAL Bryan D. Cichocki be. No. 53741 M E O O O U N � N C > E W a E w v 3 Q LL o 3 p LL - w O `6 J U 0000 W J -N (D W QI M� 30'x LL p Q _ N N F-- < m o 00 ut � � M a � F- F- ❑ DATE 11181202, DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N/A C6 O J cn a ui U o Z J > O ct� Z ' < W WDo UJ I- Q Q LL ui z _ I D Q ° O U M V W 0 cl O O I I- 0 v JOB NO. 47036 SHEET NO. C6.8 c a 2 c O d O 3 c a 0 a0 O X U �Z 2O o c T E'o a c m a 0 Oc x (0 3 Z Z m O � a F `o« Q § a d m.Z Y N X 0.0 1215 O O 2 O C EO C 0 N O 6 a c �a 10 a 0 "+ o m O O c � nE E F_ L 5 L 84.0 in 72.0 in 63.0 in 49.7 in 23.8 in 15.0 in 3.0 in 12"x3E CONVEYANCE 40.0 in MOUNTING BRACKET LAYOUT 21.0 in SECTION C-C SCALE 1:60 15.0 in C 017.3 in K3l4�Yli 24.0 4.0 in 222.0 in 210.0 in 176.0 in 8 � � k A \ 24.0 in 24.0 in + \ fi L -- ------1__L--1 PRECAST DETAIL 6.0 in ii 5.0 in 017.3 in SECTION D-D SCALE 1:60 in in PARTS LIST ITEM QTY DESCRIPTION 1 1 PRECAST VAULT 2 1 LIFE INLET PIPE - 3 1 LIFE OUTLET PIPE 4 42 MODULE LID In 5 2 SUPPORT FRAME 8 1 2 COVER 30 IN 7 4 WEDGE WALL MOUNT 8 2 COVER 24 IN 9 2 BYPASS HOOD 10 2 OUTLET MODULE 11 6 FOOT WALL MOUNTING BRACKET 12 30 RIBBON SUPPORT BRACKET OBTUSE 13 42 RIBBON FILTER SET 14 42 RIBBON MODULE BODY 15 12 RIBBON SUPPORT BRACKET ACUTE 16 1 MCMASTER-CARR 4880K173 17 1 MCMASTER-CARR 48925K27 18 1 FERNCO 1056-1515 & 15.2-10.6 EB 1. STRUCTURE WALL AND SLAB In THICKNESSES ARE NOT TO 96.0 in SCALE. 2. CONTACT HYDRO INTERNATIONAL FOR A BOTTOM OF STRUCTURE ELEVATION PRIOR TO SETTING THE STRUCTURE 3. CONTRACTOR IS RESPONSIBLE FOR MATERIALS AND LABOR TO BRING CASTINGS TO FINISHED GRADE PROJECTION IF IN DOUBT ASK DATE SCALE: 6/29/2021 1:60 DRAWN BY: MECMDW'. APPROVED BY KSM TM, UP-FLO FILTER (285R) 8ftx18.5ft 42 MODULES UFF-1 SOUTHWOOD 9 & 11 SIZE (in) ft x 18.5 ft 4 4 RICHMOND, VA Hydro International �fe hydro-inl.mm 02021 HYDRO INTERNATIONAL WEIGHT: MATERIAL STOCKNUMBER: 1 DRAWING NO.: SHEET SIZE: I2 OF 3 B IA A 96.0 in+/- 84.0 in 72.0 in 49.7 in 24.0 in 24.0 in 0.0 in CAPACITIES SECTION A -A SCALE 1:60 n RIM: 452.00+/- ft TOS: 451.00 ft WEIR: 448.14 ft INLET: 446.00 ft OUTLET: 446.00 ft SUMP: 444.00 ft 1. Minimum performance: 80%. removal. NJDEP - NJDEP Blend; NJCAT, Sil-CoSil 106 (d50 = 22 microns) at the peak treatment flow. 2. Maximum number of modules per outlet module: 38 " 3. NJDEP peak treatment flow:.033 cis (15 gpm) per module, Ribbons 4. WA DOE peak treatment flow:.022 cis (10 gpm) per module, Ribbons r_UP]Y9161zON 1:1zl[Hki11il111C7uU14I1111] z 1. " Normal operating W.S.E. is 2.14' above the outlet invert at the peak treatment flow of .033 ofs (15 gpm) per module. For a given flow the head requirement can be reduced by adding additional filters. 2. "" Treatment flows that require more modules will require a larger vault design or different arrangement. 3. Media Types Available: New Jersey - Ribbons; Elsewhere - CPZ SECTION B-B SCALE 1:60 PARTS LIST ITEM QTY DESCRIPTION 1 1 PRECAST VAULT 2 1 LIFE INLET PIPE 3 1 UFF OUTLET PIPE 4 42 MODULE LID 5 2 SUPPORTFRAME 6 2 COVER 30 IN 7 4 WEDGE WALL MOUNT 8 2 COVER 24 IN 9 2 BYPASS HOOD 10 2 OUTLET MODULE 11 6 FOOT WALL MOUNTING BRACKET 12 30 RIBBON SUPPORT BRACKET OBTUSE 13 42 RIBBON FILTER SET 14 42 RIBBON MODULE BODY 15 12 RIBBON SUPPORT BRACKET ACUTE 16 1 MCMASTER-CARR 4880K173 17 1 MCMASTER-CARR 48925K27 18 1 FERNCO 1056-1515 & 15.2-10.6 EB 1. STRUCTURE WALL AND SLAB THICKNESSES ARE NOT TO SCALE. 2. CONTACT HYDRO INTERNATIONAL FORA BOTTOM OF STRUCTURE ELEVATION PRIOR TO SETTING THE STRUCTURE 3.CONTRACTORIS RESPONSIBLE FOR MATERIALS AND LABOR TO BRING CASTINGS TO FINISHED GRADE I REW HISTORY PROJECTION IF IN DOUBT ASK 6/29/2021 1:60 DRAWN BY: CHECKEDBY: APPROVED BY KSM TN. UP-FLO FILTER (285R) Oft X 18.5ft 42 MODULES UFF-1 SOUTHWOOD 9 & 11 RICHMOND, VA Patent: w .hydro-im.com/patents Hydro International hydnsinl.mm 02021 HYDRO INTERNATIONAL WEIGHT: MATERAL STOCKNUMBER: 1 DRAWNO NO.: SHEET SIZE: SHOE 3 IRM A B OR APPROVED EQUAL Bryan D. Cichocki be. No. 53741 g/dr . M E 0 o N � N C > E w a E I- NU w v 3 Q LL 3 LL O W 6NU `m^ J U 00 W J -N {n N V z W W V Q X n o< Cv _ N N 0 N � M a� � H t7 Z O a_ U U (n 17 O Z O N O vt LU wZ) In w2 �S Q. d W � Q J F 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N/A J cn a LU U 0 z J > O LU iY Z a LLI w DO W 1-1 a C) w (w z "� • D Q U O ^ U r�rn W 0 0 O O 2 �O V/ JOB NO. 47036 SHEET NO. C6.9 L CD O C] 2N oC14F 102:MH-1 `�-'M NoN 108:MH-1 ��F goM CE` oocl O 00 0v STA 10+16.22 v N STA 12+98.95 g 0 m+ �i H TOP 429.71 = o cn � �Qd�0 TOP 432.41 o Q (L p o � � INV IN 426.18 (103) INV IN427.79(109) �U))OFz iiQ0> INV OUT 426.08 (101) g U) O_ Z z INV OUT 427.69 (105) 0 i 450 450 455 SE CO TROL 445 STRUCTURE 445 SWA FOR- A LSTORMTECH 440 440 SWM A: STORMTECH PROPOSED DETENTION WITH GRADE EXISTING ISOLATOR ROW GRADE � BO . = 436.000 435 435 - - r 2.3' 430 2.8 430 109 35.32' OF 105 24" HDPE 425 256.91 OF @ 8.09% 425 101- 24" HDPE 12.70' OF 103 @ 0.50% 24" HDPE 25.7 ' OF @ 0.50% 24" DPE @ 0.50% 420 1 1 1 1 420 415 415 N N M M M M M R V V V V V 7 9+50 10+00 11+00 12+00 13+00 STR 100 - SWM A HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 203A: MH-1 (72" DIA.) STA 10+72.92 20513: MH-1 TOP 454.17 STA 10+11.79 INV IN 445.85 (205A) TOP 454.28 INV IN 445.69 (203B) INV IN 446.00 (205C) INV OUT 445.58 (203) INV OUT 446.00 (205A) 470 204: MH-1 (72" DIA.) STA 10+23.62 TOP 456.80 INV IN 446.00 (205) INV OUT 446.00 (205C) INV OUT 445.86 (203B) SWM A: Ic DETE ISOI 455 450 450 445 PROPOSED GRADE EXISTING GRADE 445 2.8' 13.5' 440 121 10.37' OF 435 12" HDPE I @ 2.69% 430 OP = 440.000 440 TORMTECH VTION WITH ATOR ROW BOT. = 436.00 435 - INV 433.250 430 425 425 420 420 R V SWM A DEl IS m M .�- 2LO Cl)m O` m n l) CCIJ M h U) �N cli cm O LO 1* V M Iq.'t O) �O � �O?pM Lo �p C CIO co °0 LO � M n fMN LO O °Dpv �N W (O v m�7r Cl) � mLon00 V m�(00 a- �MO(O g� z =O p�z =O o�az p oz z_ p ��az O �O> > ��O> CL > �°�o> > ��O>> > a�o> > Z z z =mom? ? �U) ? �U) ? =U) �U) Z z 460 460 M EX.1 455 ADS / 455 SYSTE 8' DIAME ER PROPOSED GRADE EXISTING 450 r GF ADE �25 6F 450 / SANITARY PIPE 14-2 445 _ $Oeoo O 445 WATER LINE \ 1'6- t 3.3' 1�'\ O / 123 F OP = 440.000 440 _ A6 15" 440 STORMTECH yp°b ENTION WITH 7 @3 DILATOR ROW 5' OF 115 18 DP BOT. = 436.00 so.09' OF 2.p0% 435 2 "HDPE 2 @ 1.509 @ 435 31.40' OF 21" HDPE @ 0.80% -SANITARY PIPE 11 1 INV. = 433.250 113 430 430 21" HDPE @ 1.18% 425 425 V R V tl V V V V 14+00 14+50 9+50 1M A -STR 122°11+00 9+50 SW HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 202: MH-1 203A: MH-1 (72" DIA.) STA 10+24.79 STA 10+72.92 TOP 452.86 TOP 454.17 INV IN 445.10 (203) INV IN 445.85 (205A) 204: MH-1 (72" DIA.) INV OUT 445.00 (201) INV IN 445.69 (203B) STA 10+89.64 200: ES-1 for 30 inch Pipe INV OUT 445.58 (203) TOP 456.80 STA 10+06.64 INV IN 446.00 (205) TOP 447.52 INV OUT 446.00 (205C) INV IN 444.77 (201) INV OUT 445.86 (203B) 470 465 ADS UP-FLO 65 FILTER 465 EXISTINGP OPOSED 460 4\60 460 455 455 450 450 445 445 205A 11.79' OF 20 C 12" PVC 11 2' OF @ 1.25% 12' PVC @ .00% 440 440 435 1 435 STR 202 - STR 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 46.ri SEE PROPOSED CONTROL 46 GRADE- 460 DETAI FOR EXIS rING SWM GRADE- STOR TECH 455 455 OP = 450.750 450 5 SWM B: 450 STORMTECH DETENTION WITH ISOLATOR ROW OT_= 447.000 445 INV. = 446.000 445 203 16.72' O 205 201 48.15'DO _30. HDP 7.38' OF 18.26' OF @ .00% @ 1.00°k 24" HDPE 30" HDPE @ 0.00% 440 @ 1.25% 440 435 435 430 430 7 h 7 � 7 R 9+50 10+00 11+00 STR 200 - SWM B HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 10+00 11+00 12+00 13+00 14+00 14+50 SWM A - STR EX.1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 118: DI-313 6 ft Throat 128: 18" Basin -Circular Grate STA 10+01.73 STA 10+39.90 130: 18" Basin - Circular Grate M TOP 448.63 TOP 448.20 STA 11+18.79 0o N v INV IN 440.25 (123) INV IN 441.83 (129) TOP 448.90 + INV IN 441.54 (127) INV OUT 441.73 (127) INV IN 444.94 (131) d 0 > NV OUT 440.15 (117) INV OUT 442.22 (129) M 00 4R0 4Rn 455 455 PROPOSED GRADE 450 450 3' MIN. 445 1 445 i1 1.52' OF / / " HDPE LARTMIN. 1.00% 127 129 440 78.93' OF 440 12ViDPE 12 @ O.V% @ 0.50% 1 ' EXISTING 435 GRADE 435 CONTRACTOR TO COMPAC T I FILL TO AT LEAST 95% 1 / STANDARD PROCTOR DEN ITY 430 430 425 425 R V h V 7 V V 7 R V 12+00 9+50 10+00 11+00 12+00 STR. 118 - STR. 132 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 14+00 0 50 PROFILE SCALE Bryan D. Cichocki be. No. 53741 6/dr M E O O U N � N C > E w a E <wv3 Q LL 0 3 o LL w 0 `6 d_1 V oM0 J -Li d 7 O N (A N (� W W Ir �0'x LL oQ �v ti = > N F a C Y00 N � M N Z O E H z 0 a_ U V N 0 O Z O N O v� LU m W = �W L w2 a: wa a Q J F DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN 1� W 0 1--i J w J CC a LU w co 1� Q w W }O} Z 0 O U 2 0 0 0 2 0 U) JOB NO. U) J_ LL 0 C� G 0 U) 47036 L SHEET NO. C7.0 DE IC STA 11+19.93 TOP 466.22 INV IN 461.71 (223A) INV IN 458.93 (221) INV OUT 458.83 (219) o m _n � I-- Cm 2°i .N.. Io ao 1 CO M 0 0 0) (O LO 0) Lo �oCOri v m(Ui'1(i v _+ o Lo V~ M+ M 7 H �o�Z Z 0 o�co az 0 o�0 »>aOHO>> 485 NmFz z Z NmFz Z 224: DI-3B 6 ft Throat- STA 12+73.23 TOP 472.40 INV IN 464.98 (225) INV OUT 464.88 (223C) 223B: DI-313 4 ft Throat STA 12+31.35 TOP 471.53 INV IN 464.04 (223C) INV IN 464.04 (229) INV OUT 463.94 (223A) 226: DI-313 6 ft Throat _ M STA 13+49.16 m ' ca ca cc o 0 0 o 2 M V o TOP 474.30 t t o t v O F o Bryan D. Cichocki INV IN 466.60 (227) 210: DI-36 4 ft Throat � m ro 2066: MH-1 K N m00 co o °,,° m o LO °�° U be. No. 53741 INV OUT 466.50 (225) STA 10+00.45 OD M U')STASTA 10+00.30 (O Cl) a 0' ID 0 o 0 m o N o a 04 m mN 7 U�O� V co Uf to It V) (O F m00 - .�j 228: DI-1 TOP 462.71 a TOP 460.13 M N~ M N M F + m a M+ M F ,p STA 13+90.22 INV IN 455.94 (211) ��vp INV IN 453.34 (217) p�vz0 o�azz0 oC�i�(L O 0 0 �� / � TOP 475.15 INV IN 456.00 (215) 6 Q a INV IN 454.00 (207) o O» o H O» > `- ~ O z z 4 O �r.� SIONAL INV OUT 467.32 (227) INV OUT 455.84 (209) (:, ? INV OUT 449.59 (206A) N m ? ? N rn H ? ? ? N m ~ - N m Z 7l0l& 485 480 480 480 1 1 1 480 / 480 480 / PROPOSED 475 GRADE 475 / EXISTING / GRADE 470 470 / / FADS BARRAC A / 465 CZVCZTFZRA eloo 227 465 DIAMET 41.06 OF / 23C 15" H PE 41 Be; OF @ 1. 5% / 223A 1 HDPE 111 42' OE 2.00% 460 / 15 HDP 225 460 / @ 2 15" HDPE @ 2.00% 6 OF / p 6 3 P� 455 455 15, Oolo 5 @i 450 TOP = 450.750 SWM B: STORMTECH FENTION WITH 2O6A OLATOR ROW 5.86' OF BOT. = 447.00 15" HDPE @ 10.00% 445 445 INV. = 446.000 N (n o o (o M R V V V <t <t <t V 9+50 10+00 11+00 12+00 13+00 SWM B - STR 228 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 DE1 IS N N M co o .NO) o aI! W v v -LJ9. UI-JD O I( I Illutll _ +u o STA 10+78.16 . v Z_ Z TOP 451.79 6ii � O > > Z INV OUT 447.38 239 Cm U) ? 465 465 460 460 PROPOSED GRADE EXISTING 455 GRADE 455 / / 450 TOP = 450.75 SWM B: TM N. STORMTECH ENTION WITH DILATOR ROW 445 BOT. = 447.00 233 75.81' OF 445 INV. = 446.00 @ 0.50% 440 440 N (n d 9+50 10+00 11+00 11+50 SWM B - STR 234 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 14+00 14+50 236: 12" Basin - Circular Grate-, IN INV INV DE1 IS 475 475 470 470 PROPOSED 465 GRADE 465 EXISTING GRADE 460 / 460 3.2' 215 455 455 1� 2,D13 b 450 450 445 445 v 9+50 STR 111+00 210 - STR. 216 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STA 10+15.12 coo. Ic Ddblll - t 11UUIdl bIdL J TOP 453.64 STA 10+29.14 INV IN 449.34 (237) TOP 453.70 OUT 449.24 (235) INV IN 449.72 (239) INV OUT 449.62 (237) 232: MH-1 240: 12" Basin - C STA 10+02.22 +02 STA 10+89.42 TOP .22 TOP 456.00 N 448.98 (235) INV OUT 451.89 N 447.00 (233) 465 465 460 460 PROPOSED GRADE EXI TING RADE 455 455 3' M I / J,, 0 450 TOP = 550.750 SWM B: 602a PE STORMTECH ENTION WITH DILATOR ROW O 235 237 OT=447.00 445 14. 4' F 445 INV. = 446.000 8" HDPE @ 2.00% 8" HDPE @ 2.00% 440 1 440 P (v� d � 475 PROPOSED 475 GRADE EXISTING / 470 GRADE 470 _ / ADS / BARRACUD / 465 SYSTEM 8' 3.5' 465 - DIAMETER / 13 OF / p0 122; �Oe� I 12 00 5 460 / 460 / 2 -PROPOSED WATER / O LINE 455 1 1 455 50 66.49' OF 9OF ° PE 16 HD 15" HDPE 425' HDPE 1@200% @ 1.75% @ 1.75 k SAN ITAI ZY 450 PIPE 7-E 450 445 445 a v v v v v g+50 10+00 rn N 223B: DI-313 4 ft Throat 7 STA 10+00.14 LO o to TOP 471.53 M INV IN 464.04 (223C) p v O INV IN 464.04 (229) o Q (L OF INV OUT 463.94 (223A) N z ARF ircular Grate 239) 9+50 10+00 11+00 11+50 SWM B - STR 240 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 11+00 STR 206B - STR 12+00 214 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 m �rn O M �N N � " co zo rn 00 N m L 7 (7 + (O 10 ' H D"tzZO NH-OZZZ N (nH_ - _ 485 AAn 480 480 (STING G DE P OPOSED G DE 475 475 470 470 PROPOSED g' WATER LINE 1.9 465 465 g v- 3�29 1 460 460 455 455 h a 9+50 10+00 11+00 11+50 STR 223B - STR 230 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 13+00 13+50 222: 15" Basin - Circular Grate STA 10+62.12 TOP 469.27 INV OUT 460.79 (221) aRn 475 475 PROPOSED GRADE-i EXISTING GRADE 470 470 465 465 1.4' 5.5' PROPOSED WATER 460 LINE 460 221 O 6212 1�3p0% 455 455 450 450 N M d d 9+50 10+00 11+00 11+50 STR 220 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 50 PROFILE SCALE M E O O U N � N 0 Q O > E W a E <UMv3 Q LL 0 3 C)LL W 0 f6 ^y J U 00 J -Li In d 0" (A N (� W IP W mr 3: 0 X !n LL o< �v U-) Y� 00 N � M a � CL O ce 0 z O a_ U U Uj 0 O Z O ('j(O (ten of m w� �W W CE a aw ti Q J F DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN 1� W 0 1--i TT� V/ U 0Q U) J> w M LLi J L.I.J ct�J LL w O m 1� Q LL (n 0 Q O 0 0 �0 V/ L JOB NO. 47036 SHEET NO. C7.1 SDR 26 WITH PIPE BEDDING (PER ACSA STANDARDS) BROUGHT A MINIMUM OF 2" ABOVE TOP OF PIPE. - 1 TOP 446.44V INV IN 440.44 (2-1) STA 11+7g.40 STA 10+00.00 INV IN 4%44 (1.1-1) 1.1 TOP 443.86 TOP 452.23 INV IN 440.44 (11-1) INV OUT 440.90 (1.1-1) 465 INV IN 439.80 (1-EX. 1) INV OUT 440.24 (1-EX. 1) 465 460 460 PROPOSED HORIZON 455 ROAD GRADE 455 1-1 \ EXISTING 450 \ GRADE 450 PROPOSED \ 445 GRADE 445 PROPOSE 2.33' WATER LINEJ 440 440 1-EX 1 91.34' OF 88.07' OF 8" PVC 8" P C @ 0.50% @ 0. % 435 435 w wv, w+'w 0) + g gig+g 430 ~ ~ � ~ cn L, 430 TOP 446.44 INV IN 440.44 (2-1) INV IN 440.44 (1.1-1) INV IN 440.44 (11-1) 465 INV OUT 440.24 (1-EX. 1) STA 11+13.83 TOP 447.88 INV IN 441.90 (14-2) INV IN 442.52 (3-2) INV OUT 441.70 (2-1) 3 STA 11+83.53 TOP 448.59 INV IN 443.47 (4-3) INV OUT 443.27 (3-2) STA 13+91.82 4 TOP 451.75 INV IN 446.55 (5-4) INV OUT 445.99 (4-3) INV IN 454.26 (7-6) STA 16+286 06 5 INV OUT 454.06 (6-5) TOP 462.73 INV IN 454.38 (8-5) 7 STA 17+36.03 TOP 462.01 INV IN 453.58 (6-5) INV OUT 456.04 (7-6) INV OUT 453.38 (5-4) 465 EXISTING GRADE i \ 460 460 STORM WATER SERVICE LINE, / PIPE 21 DEPTH APPROXIMATE, O TYP._ 455 1 455 _ 9 of r 5 6-5 8' pVC 27.58' OF 222% PROPOSED 8" P Ic GRADE ° 1' S /0 450 450 OFOf 236 4 V9°O( a 445 \ 8° cm w 17 445 5.4' �- g N Lo \ Ir69.37;0 ! �1.4' 28' OF F OF^PVC ::::�L2 C @�1.21% J J J J J J J J J J J J J J 440 1 ' a a -i a a a a s a s a a a a aao 113. 3 I.jolu/ W O W O W W � W M w U? W N W N N W O W W O W � u W W W N 8' VC Ja Hr HN H n Hut H W F00 HIS H L6 1� HO H HM H(D 7 H0) HM STOR ` J� J� J+ J� J+ JN J�J+ J+ J+ J� J+ JO+ J+ @ 11% PIPE1 3 1 �� m _M _M a v a + �� wQ (Q u� (D m �� Q �Q co U)in coU) U) cnin coU) �� U) U) wU)U) U)U) coU) U) U) u)cf) U) � 435 435 IY 00 IY (O IY co 2 Of '- Of V w Lo x nIr co w N 00 Ix O IY M IY O Ir M Q_' (D G' Q) [r n O (Z' N [Y [r Q) W �-- WM W('') W)D W)+? W� W0) �WOWM OWa W4 Wa W7 W°0 WO W . O T7 WN W W(D Ha- HM Hu7 F n H0) H)D Fa0 hF 00H 0) O H0 H F0) H°0 HN F0) H 0) 0) H(n H Hu') gM g+ g+ g+ g+ g+ g+ �g�g� �g� g gM g� gM g� g o a g� g g+ O O O N N N N N N N M M M � (0 0 (D I-- > >a�a�a a 3a 3a �a 3a �a �a a a 3a 9� 3a 430 �(n�(n� (n� (n� (n� cn� m� rn� <n (n U) 430 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 14+00 STR EX. 1 - STR 2 STR 1 - STR 7 5 STA 10+00.00 TOP 462.73 490 TINV IN 454.38 (8-5) INV IN 453.58 (6-5) INV OUT 453.38 (5-4) HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA 12+06.23 8 TOP 474.88 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464_93 119-5l STA 13+19.33 10 TOP 479.74 INV IN 472.08 (102) INV OUT 471.08 (10-8) STA 13+90.98 TOP 485.39 INV OUT 476.23 (10-EX.2) 490 PROPOSED EXISTING HORIZON 485 GRADE ROAD GF LAADE 485 QQa w� wui 480 ~ ~ o \ 480 PROPOSED LINE U) � /WATER 7.0' 475 475 / of 1p 05 G �$ '?' 0 PROPOSED @5$ 470 / WATER LINE 470 PROPOSED / GRADE / / , OF 1� $°�O 3d9FJG 465 / � z 465 PROPOSED WATER LINE 460 460 $" O 455 J 455 W °'? W� ('') W W7 waw7 wM M wLq 3+gul' N g g" g0)g0) ga a g00 O_ _O + �Q + + N_ c 'Q UQ N_ Qcn Q Q Q 450 U) ~ U) US~ ~ cf) U) � ~ 450 4R.5 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 (8-5) STA 10+11.02 8.1 TOP 474.96 INV IN 465.85 (9-8) INV OUT 465.65 (9-7) INV IN 440.96 (12-11) INV IN 440.96 (APT1-11) INV OUT 440.76 (11-1) STA 1 , INV IN 440.44 (2-1) INV IN 440.44 (1.1-1) 9 STA 11+33.25 INV IN 440.44 (11-1) TOP 472.42 INV OUT 440.24 (1-EX. 1) INV OUT 468.04 (9-8) 485 460 EXISTING 480 GRADE 480 \ PROPOSE \ GRADE 475 475 470 3.8' 470 122.23' O 8" PV WATER @ 1.79% J JSERVICE LINE, Q Q DEPTH Q Q Wow � c) PPROXIMAd 465 w� w0 + + 9-7 go go0� 11.02'OF �Q�Q uHc RU)(n 81,PVC U)U) U)U) 460 @ 2.00% co U T U) 460 01 W D Ll a W W W W N o �M 3N cog (o g g J }) + + t + 455 �~ c. ~~~ 455 \ HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 11 L11-1 31.71' ( 6" PVC @ 1.00 STORM PIPE 113 12 15+00 16+00 INV IN 443.44 (APT2-14) INV IN 442.63 (15-14) INV OUT 442.43 (14-2) INV IN 441.64 (13-12) STA 10+00.00 INV OUT 441.44 (12-11) TOP 447.88 SEWER EJECTOR PUMP INV IN 441.90 (14-2) 13 STA 11+27.14 INV IN 442.52 (3-2) TOP 437.79 INV OUT 441.70 (2-1) INV IN 434.95 (APT1-13) INV OUT 434.95 (13-12) 460 460 N TE: S WEIR JECTCR P MP D SIGN Y MEP 48.02' OF 6" PVC @ 1.00% 47.41' OF 2" PVC' @ -14.11 % LDING !7' OF PVC 1.00% 17+00 INV IN 443.26 (16-15) INV OUT 443.16 (15-14) 18+00 SEWER EJECTOR PUMP STA 11+103.24 TOP 443.4 INV IN 435.25 (APT2-16) INV OUT 435.25 (16-15) 460 455 455 PROPOSED BUIL DING 450 450 PROPOSED GRADE 445 445 15 41 1.7' 5 .19' OF „pVC 440 - 440 14-2 \ 32.41'OF 6" PVC @ 1 63% FORCE MAIN \ 435 435 STORM 27.64' OF PIPE 117 2" PVC" APT2-1 EXISTING @-28.98% 4.85' O GRADE G 6"PVC @ 1.000 430 430 0 50 PROFILE SCALE NOTE: SEWER EJECTOR PUMP DESIGN BY MEP. 'PVC SPECIFIED BY MEP IN PUMP DESIGN Bryan D. Cichocki be. No. 53741 '/9/u.. M E O 0 � u N � N 0 > E w v E Lu Q LL o 3 p U. w 0 m d j V °Mo W J -N d 7 O N � N z W w 1n x 9W, LL p R = v Ln = C" 0 00 � M a� t7 F DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN 1� 1� C6 \ 0 1� 9+50 10+00 11+00 12+00 13+00 STR 5 - STR EX.2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L 14+00 14+50 9+50 10+00 11+00 STR 8-STR 9 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 9+50 10+00 11+00 SSWR APTS. 1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 9+50 10+00 11+00 12+00 SSWR APTS. 2 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 JOB NO. 47036 SHEET NO. C7.2 F_ S:\103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C7.0-PROFILES.dwg I Plotted on 8/11/2022 1:14 PM I by Matt Denhard m5 � N �CO 00 Mr mm ri- cn cn o W O Ur 0 0 0 0 N 0 0 w 0 0 //J�� A V+ 0 o m D 0 m0 C� G m rn 0 0 O n r m V + 0 0 m 0 0 N + 0 0 A N CT A W O A W 90 CT 0) = m G) 2 GD A A O A A A Cn CT O A G1 CT A CA CD A CA CT A -I O A v CT A 00 O SERVI 'E rn -41ATER TA 10+02.00 ATER SERVI - E \ m MZ- 0 m vi X Cn N \ C o STA 10-41A OR rm mo my ATER SERVICE TA 10+88.96 D D OmZ X I D 8"x6" REDUCER WITH 3 r A m °m m 05 E = A v_ (D vD " GATE VALVE 0.70 STA 11+ ATER SERVI TA 11+76.84- - _ °)8" z 00 X / m GATE STA 11+ VALVE 1.00 ATER SERVI E m TA 12+04.65 ATER SERVI E TA 12+10.20 _ / ATER SERVI E cu -n Cn __j X 0 TA 12+20.84 ATER SERVI(,E r1 ITIT!o TA 12+63.56 m m � 0 -0 co �O m� w3 n rn D m IT!) TA 13+52.13 ATER SERVI E z i i TA 13+53.29 ATER SERVI E + WATER SERVI LE STA 13+96.07 WATER SERVICE ` TA 14+33.37 ✓V c TA 14+40.09 WATER SERVI E 1 TA 14+73.35 ATER SERVI E 02 Om Dm ATER SERVICE TA 15+58.55 ATER SERVI E _ TA 15+64.78 ATER SERVI E STA 15+99.75- ATER SERVI E _ TA 16+8.73 ATER SERVI(,E au - 1 TA 16+38.78 D 0 ATER SERVI E A Cn m N _ I A D IT Z TA 16+52.73 v ATER SERVI E TA 16+78.64 ATER SERVI E - Oco n q r' 3 z TA 16+95.50 ATER SERVICE D m TA 17+34.83 m -_k I i" GATE VALVE TA 17+58.72 ATER SERVI E I i" GATE VALVE TA 17+78.24 m rn IT 0, TA 17+69.00 ATER SERVI E \ TA 18+22.24 ATER SERVICE \ TA 18+75.62 \ ATER SERVI E \ TA 19+18.24 \ 8" GATE VALVE S1 8" A 19+60.88 ATE VALVE -_r 19+71.15 m IT \ TA 20+6.24 8" GATE VALVE STA 20+67.09 A N CJr A W o A W Ur o Ch A CT O A A A CT O CA CJr O Ur v_ cn A Z V m- O m A V W CT A nC O TIMMONS GROUP .•-':'•. z 0 p S 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 SO U T H W O O D PHASE 1 BLOCKS 9 10 Vl 11 n = n n n 71DATE REVISION 1112022 UPDATED PER REVISED GRADING DESCRIPTION V M m = v c`j n z n D 8/9/2022 FINAL SITE PLAN RESUBMISSION W z W z COUNTY OF ALBEMARLE, VA 0 m o o Z o 2 z o °1 WATER LINE PROFILES 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. VI F- S:\103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C7.0-PROFILES.dwg I Plotted on 8/11/2022 1:14 PM I by Matt Denhard 0 n A o Cp 0 0 0 0 + A o m 0 O z� D�Cn rn G+ 0 <O IT < 0 0 MN�7 AND �0 G DD�So mmrn r m \ O m .. c C N ti + li o o �m m OT O Cn =1 N fn ro m� rnW 0 0 N O Ul Oo A A O + O O O //�/� O VJ + A Oto O 00 + A D r o O O Q o z C o mo �+ O D0 M m0 rr' r, ") , N m AND IT 0 0 Z m� D yD N r r —Icn F mm Dn D ri ° + rr cno D o mm o D+ m �m cn O O �_fn N O rn+ m, N O O O O G1 � O .'0 n T_ rn m c� D r mo • �• THIS DRAWING PREPARED AT THE �a CO • •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE y0 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.comTIMMONS RO P \ m = S O U T H W O O D PHASE 1 BLOCKS 9 10 & 1 1 U) n n N n DATE REVISION DESCRIPTION o p to x m v 7/I1/2022 UPDATED PER REVISED GRADING (� V M m = v c`j n z n D 8/9/2022 FINAL SITE PLAN RESUBMISSION r 1� � z W o COUNTY OF ALBEMARLE, VA p m 0 o 2 0 2 z o °1 WATER LINE PROFILES m p m N �INZ z n z z A D � o A y A o A cV+, A o A cODii Z� Amy „ �z �°'' O�D mD mX ao r � o � ' D0� ao< �m m� \ STA 10+t1 � .00 �w \ WATER SERVICE TA 10+69.44 WATER SERVICE L7 � TA 10+89.36 WATER SERVI E m O TA 11+09.52 m � O v � WATER SERVICE � � TA 11+29.55 / m 6" G TE VALVE STA 11+57.53 5 D n m� m°-' A� m� mN v v � m V J co OAo O CT O (Jr O CT A A � A A A cwrr o X vAi o c�'rr ao m m O TA 10+7.26 \ 00 �m \ \ my On � r � D cn N A U CA7r m � � V v W W cn o � cn X o cn o cn o cn D �z 00 � mD m ou in � mp 0+05.00 STA Z ' ATER SERVICE A 10+49.39 ' WATER A A A O A A coO A O CO7r O � CVlr C�7r IT � o - D�TTII O X L7 — D rmil � m O TA 10+04.82 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- \103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C5.0-SIGHT DISTANCE PROFILES.dwg I Plotted on 8/11/2022 1:16 PM I by Matt Denhard O O 0 0 m0 N Cl) fn nD Dr r mm ii cn Cno O O O O Cn Cn Cn Cn m \ o O Co `m n \ 1 \ \ u w \ m Z \ m0 N co I O� m G) DO 1 m O \ O Cn -n m M 1 m 1 u co cn p \ \ r \ N 00 o 1 \ O W = `mm \ \ Z�Lo _ \ u � w O �T o o o o m TIMMONS n m V O O) zz O z W 0 I f � / i I \ � w /� 1 \ ----- / ro a p Nd -- — — / tnl;--- \ - - -- p =p\�_ — — — — —_ _ � �� _ -`� ---- --- _ — -- _ _ _ •'••ram` \ \ � \ \ \ 71 CD --———— — — — — —— — — — — — — — — — — — — a \ I \ \ \ \ \ \ \ cn Z Dli® 1 �N \`\ I I I I \ I I \ o \ a D\ 1 l OH \ c\ I 6v I I / I N / Z/ m �/(2111 oo 0 I \ Ch \; \ IN ------------ 4 45 60 7461 crr -- �+ IT �0 THIS DRAWING PREPARED AT THE • • YOUR VISION ACHIEVED THROUGH OURS. RO P• CHARLOTTESVILLE OFFICE • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com S O U T H W O O D PHASE 1 BLOCKS 9 10 1 1 a DATE REVISION DESCRIPTION n m C Ln n 0 7/I1/2022 UPDATED PER REVISED GRADING O G) G) 0 8/9/1 1 FINAL SITE PLAN RESUBMISSION COUNTY OF ALBEMARLE, VA SIGHT DISTANCE PROFILES O m O 0 n { Z O z { Z Z z < 2 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- )3\47035-Southwood_Blocks9-11\DWG\Sheet\CD\C5.0-SIGHT DISTANCE PROFILES.dwg I Plotted on 8/11/2022 1:16 PM I by Matt Denhard � O 0 r m Cot mo 0 Cn 0 �+ �+ cn DCD M N 0 O FN mCn O I G w D+ r0 O * w D0 DA Z+ 0 m� A O (n C7 O Cn Cn O Cn o Cn o � o Cn \ m \ 0 \ Co W co r \ \ N o \ m m � \ \ \ G m m C 0 cr In m \ m � o w \\ m ` fn 0 ---I 00 Z cz 0 Co mm n0 wo Cn 1 A A O A A O A A O A CA (nn COn (OP (n 0 0 O O C / // // N • O P Z I I \ \ , 4 .� I �► �f I�1 �IIIIII►�� INIIrN111II�� G ®�I� II��IIIIIII,�1 � I , . _ � ___ _ . , •, 1! PP 111,�1 / — ►i IS I Illl�llllldll�l�l II I ._, I i® � I�1�0111►IIIYI I n��i � ' � �I �'1�11►�,�� v V� _ I l� I�Iro' 11 �I • I I I 1 N IT I / — — I / N ° I • — I , A � -- k ------------------ • 0• THIS DRAWING PREPARED AT THE 5 �a C MMONS R 0 P• •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE y0 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 • TEL 434.295.5624 FAX 434.295.8317 www.timmons.com \ m S O U T H W O O D PHASE 1 BLOCKS 9 10 & 11 DATE REVISION DESCRIPTION c9-r \ x _ n = n N n o 7/I1/2022 UPDATED PER REVISED GRADING (� M m li v c`j Q a G) a , c 8/9/2022 FINAL SITE PLAN RESUBMISSION V o W o COUNTY OF ALBEMARLE, VA o m o 0 2 0 2 W o VINZ - °1 SIGHT DISTANCE PROFILES W These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- 103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C5.0-SIGHT DISTANCE PROFILES.dwg I Plotted on 8/11/2022 1:16 PM I by Matt Denhard Cn G W o 01 o 01 CD 01CT1 o 444.1 Wm \ 445.7 v cn \ II 0 71 A D 0 \ m0 0 m v 447.6 447.6 m T m to z < m O / 11 / w / Cn 447.8 m G) m W W A A CCJI 01 O C1r 10 ICA p 01 10 TIMMONS v, rn O z 00 zo (N 0 OWN OF 1-1 - �SEESOIIMMIN■■�� L--. I■�IIIIII■ —01 1 IN bilk M, IN rr 1%W�__��rrrr��r� 1 - �� v■■��(Illllillll�ll�l �� ♦��DiA- LA „ // ski ��` 1r • �'1 I ■,�IVIJII■ '�i � t I III l�l■\� IVA ff All, a ��I�.�� 1 �I� �� kiln -. :: u.. .- ► .. ��'��a' a .\ /. . /. -• __ _ _ _ _ _—_ 0 00 Cj IT • • 0 THIS DRAWING PREPARED AT THE R 0 P• • 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 S O U T H W O O D PHASE 1 BLOCKS 9 10 & 11 DATE REVISION DESCRIPTION n m n N n o 711112022 UPDATED PER REVISED GRADING C G) 0 0/0/1 1 FINAL SITE PLAN RESUBMISSION COUNTY OF ALBEMARLE, VA SIGHT DISTANCE PROFILES N S z n O > m O m C7 Z O Z W O f►_ MBE FAN SAD These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- 03\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C5.0-SIGHT DISTANCE PROFILES.dwg I Plotted on 8/11/2022 1:16 PM I by Matt Denhard < _ m0 A N Co CO nD Dr r mm W A A A A A 458.9 m G) / m G7 \ C)� O 460.8 L7m O t7 m m O u M I o_ v I Cn 463.3 r 0 W L7 \ o m m_ 466.6 O v m \ u 0 w 0 N -n Cn A A A A o o 01 o A V CA ��/� /�►-� � +fir �� I Q� � I / r �e►rr��FFFF , l .a �/ WalMOO Oki aso I�/IIIIIIII� w rI . - r Ir •®�� za > � �"�—sue LR II� INMal i1111111!1'll�\\�'N��I��a�i�t\�I'i �� T l� 54 ENEWAL ROOD i� I I •®.�l r► IIILdlll�lll�l�l i — — '�I I\I�OJIIIIIIYI � �• '� ,� 0\�111illll�\ � I • • YOUR VISION ACHIEVED THROUGH OURS. �•• THIS DRAWING PREPARED AT THE TIMMONS RO P• CHARLOTTESVILLE OFFICE • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 10 V& 11 11 N v O m c� m = m O v n < z Z O n n Z Z O DATE REVISION DESCRIPTION 7/I1/2022 UPDATED PER REVISED GRADING 8/9/2022 FINAL SITE PLAN RESUBMISSION m V , SOUTHWOOD PHASE 1 - BLOCKS 9 OD O Z COUNTY OF ALBEMARLE, VA �0 O O SIGHT DISTANCE PROFILES These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- 03\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C5.0-SIGHT DISTANCE PROFILES.dwg I Plotted on 8/11/2022 1:16 PM I by Matt Denhard <_ m0 ;01 N cf) (J) 00 Dr r mm W O COn O Cn O 467.4 \\ o m5 m O = \ 0 110 470.7 \ G m m m \ 11 w 472.2 472.8 II I\� \\ ;U 473.8 A m0 Cn 0 O X W 1 G) W Ti Cif M 0)V V Co O Cn O Cn O A 00 Cn n N IT 0 IF N O A O CD\— — — • (n to ` \\ �-j \ \ _FLORAEW DRIVE ' - U) p - ` r -°4\ I \ M M 0)°1 \ m \\ \ \ �MD \ rnD U /I / 464 /---————— — — — — -- 465 ✓ / — — — — — — -466 _ --——— — — — — —— i \ i/ -----------469 r \ \ \ ILA{ o °° , ° ° + -F 1 \ \ \ 000 00° 1 • /� \ g ' ----- 47S -- �� \\ I \ \ \ e a 1 / 476 \ \ \ 47 ENEWAL ROAD / QD 481 \ \ OD \ \ \ \ 11 •1 �\ /1 �\ \ \ \ \ N 1 I 1 1• 1 I/ \ \ ;U 1 \o n \ \ ;0 \ m \ \ \CD •\ \ 0 10\ I / ids JW. i 6 1 I \/ \ \ \ \ V \\ SWALLO\WTAIL LADE \ \ \ \ of �' � D \ \ \ \ \ \ \ \ \ 1 2 \ / I / : zM MI \ o / M -----487 1 y ' \ \ 1 I"tV (o I \\ \ \ \ \ \ \ \ I V I / \ \ \ \ \♦ \ \ 1 I I 10 489 G) 48 / / \ yy \ \ \ I • • YOUR VISION ACHIEVED THROUGH OURS. �0 THIS DRAWING PREPARED AT THE TIMMONS RO P CHARLOTTESVILLE OFFICE • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 • TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 1 O V& J J11 11 N v O m p� c� m = m O 0 n G)).z Z O n G Z Z O DATE REVISION DESCRIPTION 711112022 UPDATED PER REVISED GRADING 8/9/2022 FINAL SITE PLAN RESUBMISSION m V SOUTHWOOD PHASE 1 - BLOCKS 9 OD O Z COUNTY OF ALBEMARLE, VA ►1 Z (/J O 0 o rn SIGHT DISTANCE PROFILES These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- 03\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C5.0-SIGHT DISTANCE PROFILES.dwg I Plotted on 8/11/2022 1:17 PM I by Matt Denhard T Vm 00 O UI V O CT W O 0 469.5 cm o m= o j --10 rn � o 472.4 X o � \ -n m m m Z u Cn 474.7 477.5 X 0o 479.5 0 0000 m_ `mom 110 tJ n rn M V V W W O M O Cn O CJI �o 0 m r m cn mo A :O ■■■ _ rr■■■■ I ► vi ` 1 1 TA ��I 1 1 �� NM I 4,` 191 r 1M 71ia� 1 VffAl 1 el� I 11 I r rrl 1 �IN■ =.mom = ` _. IMi� .��Ilullue I1 I I �I L■i�liil� ICI �_ ► �`I _ I ram► ' ' — \�� III ■�! l �► �I �Ilhlllll\ I i Ow! fffi �� 01OEM ,► ARM�4 iWE - l I ''J I I I 1 I' co 0 i \ oN \ \ \ \ o \ \ \ \ • • •• YOUR VISION ACHIEVED THROUGH OURS. THIS DRAWING PREPARED AT THE TIMMONS RO P• CHARLOTTESVILLE OFFICE • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 • TEL 434.295.5624 FAX 434.295.8317 www.timmons.com W n m V O M O rp ►a zz o � tT SOUTHWOOD PHASE 1 - BLOCKS 9 COUNTY OF ALBEMARLE, VA SIGHT DISTANCE PROFILES 10V& 11 11 J J DATE REVISION DESCRIPTION c� = n m n 0 711112022 UPDATED PER REVISED GRADING < m N v = m z n 8/9/2022 FINAL SITE PLAN RESUBMISSION o m o o Z o 2 z o 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. umnea to construction, mitaing, ana/or construction stalong without the express written consent of TIMMONS GROUP. F- S:\103\47035-Southwood_Blocks9-11\DWG\Sheet\CD\C5.0-SIGHT DISTANCE PROFILES.dwg I Plotted on 8/11/2022 1:17 PM I by Matt Denhard m CD O 0 0 C" 0 0 W N N W W A (P O CJN O CJr O I I 1 m � 1 \ O u7 X \ v� m \ m m z u G) 1 1 \ 1 I 1 I 1 I / 11 i 1 \ 1 M0 1 1 M I 1 m 0 1 n / m 1 I u w 46 '1" '1"W W A 1 cn o cn o cn o A Ln A cn • \ \\\\ \\ I \� \\(Q� \\ Z��_cv \\\ \ 0 \\ o \ o, \ \\ \ ' \ Y y(11. \ \\� \ O\ \ 00 o \ o \ \ \ \ Y \ \ \ 0 \ o 'k \ - °' I \ \ \ \ \ Z \ \ \ \ o \ o\ o \ \ \ ep `\ o o,\� \ \ \\ b ° \ 0\ \ \� ° \ ` \\\2(P fa \ o\ , ° \\ \ \ m \ w \ o ' p IT1 0 \ \ o \ 0 ` \ \. Z \ o \\ O \ ' Cj)\ 0 1 a , \ 0 \ , 0 \ \ \\ ° \ o ° -o \ \ 1 \ \ ` o \ 1, \ o \ o \ \ \ \ \ \ \ \\ \ \ 1 LL \ \ O O \ \ \ \• \ \ \ \ \ 1 ° \ 1 O \ , ° \\ \ \ \ \ \ \ \ \ O 1 \ ° , O 0 1 \ 0 ° \ \ O \ + \ \ \ o \\ y \ , o \ \ dam° \\ 1 \ P \ ° \ \\ , 1 ° ° \ p \ \ \ \ 0 1 p \ , o \ \OTC\\ \\ •\ ` \ \ \\\ o ` \ o \ , 00 \ 0 \ o 0 ° d-! \ \\ \\ \\ \ \ \\ \ \\\ \ o \ \\° \ ,o \ \ 1 \ q\ \°°° 0, \ \\ \ 1 1 \ \ \\ A\\ \\\ \ \ \\\ \\ \0\i 0 ° \ \ \ • 1 \ \ \ 6' \ o \ 1 1 1 \ r \ \ \\ \ yC9 \ ° \00 ° o 01 O 11 II ,1 II \ 1\ 1 •, \\ \\ \ \ \ \\ \ \ \ \ ° p 0 0 0 ° 0 7 II 11 111 111 111 \ 01 \I17 p O \ \ \\ \\ \\\ \\\ \\ \ \ ° b� 0 \ \ I 11 I 1 1M \ \ 0 \ \ 1 \ p \ 1 I I I I I 1 \ \ \ \ 1\ \ \ \ \\ \ A \ \ o\ °0 /Y / I I • I + \ , 1 \ \ to i \ \ 1 �'o ` O 1 , ° °O / /0 0 PP 1 I � I 1 • I I I I I I 1 1 �/ \ `\ �X\\ // TIMMONS GROUP .•-':'•. 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 S O U T H W O O D PHASE 1 BLOCKS 9 10 & 11 DATE REVISION DESCRIPTION _ n = n N n o 7/I1/2022 UPDATED PER REVISED GRADING m V °� ' li n a °j 8/9/2022 FINAL SITE PLAN RESUBMISSION �D Z O� o COUNTY OF ALBEMARLE, VA do m ZO o m z N D ° 2 0 2 W o w rn SIGHT DISTANCE PROFILES � 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. VI s -- ---- -- �pLTH OF GENERAL NOTES _ PRE -CONSTRUCTION CONSTRUCTION/INSTALLATION INSPECTIONS/GUARANTEE - _ _ • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE \ ` / / I I - - _ - Wo. 14 III 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL - - - 03117/2022 j LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A I rC 41'E ARC • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE BE VERIFIED PRIOR TO BIDDING. THE DESIGNATION OF BOTANICAL AND COMMON NAME. FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY o E INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND INTERFERE WITH SIGHT DISTANCES. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND N u REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE CONTRACTOR. > E PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR I w ° E TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. WHICH AFFECTS THE GUARANTEE. COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT � v 3 • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE I a um 3 AND CONTRACT SPECIFICATIONS. CERTIFICATE OF OCCUPANCY. w O `m ^� • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. ¢ Lu v AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED w w - 00 z PER TEST RESULTS TO ENSURE PLANT HEALTH. (L C7 W + 3 o Ln UU) I O i N / �z � >� 0 222 2 U) 0 / - oo 0�0 F- -- _ - 00��00 ol _ IT i��/I/ O JWWWW _ - - ' i —� / / / / / / r / / --�LD / / v EXISTING TREE LINE TO REMAIN AS TRAIL BUFFER = _ - - - __ -__ - ' - _� fi - / / ' / / / �' � O O O O —� ��-��s -f-�- / / /' / l / / / I O AND COUNT TOWARDS TREE CANOPY CALC. �- - / r ' / / O L D L Y N C H B U R G R O A D / --- - - x v - - - v ��>`Y�',iiisssss-kff.�a��a ��sti�� Lr�ii/�� s%��a awls ��s��l�Jr�fss�-�i:��rr�1r �i.s�ss>L �� V aaq 0 ti ti ti ti N --_ r�- /-�---�/-- -I9 ---. P- �\-_ w--/ _-�i.— - �. (�O- ,,r�_,-g\- - \ //y'A / L �/!-// �' � ✓_ -" - -'`' �A.. /'✓S\O�-S' 9i/V �_ A ' V\ 9\,\/��; 'I%/ ,\A�\O�vv� \ YII5 �l1111�v \`I�AI/v �I��u\�� IIiA �ry_�/ ° �\`vviI// I,vI-�-I\ _V�1lI V v_/ A�� O`1 �\�vvLt/ \I� n\ / �Iy\-y� �� v( a' I�!��PJ '\��i-T/ -�I -/�.�.� �\- � - ��L7c�'_ -v�-�I -f �7-, •T- �-H- -- 2- 2v�' °- .. � 7`- �---` _v -��Se - A' ��'�Ci� -�-` A� _- �.vM_�V '1N�I� . O—� vRI\-�\�E �� DvO/vv�m �`' 2n�_/ \m _ � ��A _ �- �� \ -- �Cl '- \v- .y A�' \ -/ \- -%- . � / �-C✓ r_\ QI /\ \�/°�-yvls� d'` �\AA s I-- / -�l\�� V d //\sr j III /A/�/ 1\ l � ?>I�I�I0/�f❑_/r'�\� �A- 4�I\ �s1�v / _z=- I�v IU-11II \ o I o°>—>\ ✓ II — IvLI��_ i 4 v,_ -v , vrt' ' < -- j- _�-' '! - y-/--= _- I _ _ �/•U•• f 0OOrz1M "V 0ZA'aZJ APLAYGROUND -ALLREC, SEE SHT. L2.1, WITH AMULCH __--- --- < a A M �- - A 7 BASE, OR AN APPROVED EQUIVALENT 1059 SF OF / -j -2,112 SF n DATEAMENITY SPACE 111812021 DRAWN BY 0 0 M.RACHNER 6779> lC SF OF DESIGNED BY + IS FLORAVIEWDRIVE oo0/ AMENITY LOT 3 �p M.RACHNER °MANAGED° PACE o CHECKED BY STEEP SLOPES2 (TYPICA/ 30'(MIN.) F. HANCOCK TRAIL BUFFER + + 4001, °0SCALE 10I° - / zo o p /°c� V? PARKING REET fCr} 6 TH - 20' m 6 TH - 20' /p V1 IV SWEETBAY ST5 TH - 22'LOT1 o °' _ 4 °PARKING SF LOT20 jn�� 1"I /v )° / ° 411 CL pJ O\ TH n 171 PARKING 'O LOT1 zID O y - TH � U HORIZON ROAD Lu Ld Zo: Q MIT" s 0 HF p QU_ Lu �rT�UGLu =UGP \ uup UGp OAKcF 53 O Iv � �S GP L� MAPLE c GP—UT1111�111111e NOTE: US 71 Li UGP HE I / r\ ADJACENT TO AND WITHIN THE LI ` / � \ / / / / I I I / \ / / / \� I\ \ �\ \ _ - _ _ _ - _ _ , - - - �\ / T LANDSCAPING PLANTS AND TREES SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA - - - _ - _ - - _ _ _ - - - BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO g3 JOB NO. I PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. -rz- - __ -LANDSCAPE DESIGN FOR OPEN SPAC S/AMENITY SPACES WILL BE 47036 E SCALEV=50' PROVIDED BY WATERSTREET STUDIO. SHEET N0. -THE PLAYGROUND SHALL BE THE ALLREC SYNERGY SY-3013 WITH A 0 IGP , ` � MULCH BASE, OR AN APPROVED EQUIVALENT. 0 50' 100' LI.O / 1 A v � y a z 0 d 0 3 a D a0 o� O �z 20 o � c T E'o a c m a. Oc O 3 Z z„ 0 � a `o2 6 e§ o. d m 2 Y � N X c 0.0 016 .E J 12 c c Eo 0 m o � a c Ma 10 a 0 2 �N m� a 0 c 0 m nE 1 F_E L EXISTING TREE KEY \ / TRAIL BUFFER 4,906 SF EXISTING TREE LINE TO REMAIN \\ \ V ,' / ' AS TRAIL BUFFER AND COUNT 30' TRAIL ' � \ WPO BUFFER / � � TOWARDS TREE CANOPY CALC. �- \ d i I r _ — OHP— TP oHP - �O (3) ILE AME' - — — `— OHPI �— — —� OHP— Iy � = OHP JFZ (4) BET CIM ' 001 , - i / (5) PLA BLO, (3) AME GRATP O� - -- (3) JUN EAS' / 0' (15) ITE SPR o / � (390) LIR BIG ' �� 0 8 / / (2) MAG ALE ��`# ' I APPROXIMATE CANOPY • •'TP dIC W. pC1�lI1 �o. 14 �'"'''�` 03117/2022 M E O o N � N C > E v E w Q LL o 3 p LL wO `mom o' Lu L M d� Voo z —n O d 7 O N LA N a 0 , ' (2) COR PRI / ' i c9 Lu °o > V 0N o W W W W 23 ARO ABR p vIQV1u o (8) VIB MUF _ / 49 vo m , / / / / / ' > D OOVO I ° S , / / / �� /(195) LIR BIG a...00 - M / , , ° o , / ' /(14) AME CAN o (1) ACE OGL / 00 ° 0 -(66) LIR BIG (4) COR PRI o ��/ ,/ /� ��o000 0. �' ," UUUU / i , i ♦ i • \ _ - W W W ' ° A ZVW)VW)VWI VW) O — ahh -h h / 8 -- i` - 8TH20' - ---- a O O O O ° , ♦ . --— — — — — 3»> °° �' i �/ 30 (MIN.) / , G 1,059 SF OF ♦`000$9$00o ° AMENITY° TRAIL BUFFER o'� • ro—\ \ ��`�\` ` ` �` `�A /� / • wvl NONNOOONN NO N° 0/ ° SPACE w UJ VAVAA p, off ° OTSIGHT o 0 0 DISTANPE u ONNEti z O O O O O -4� 10)ILEAME PARKING LOT 1 O DATE i (1)ACEO0 EASEmaNTA\ / o4� O V' / 0 ° � (22) JUN EAS -' / - - - � o o 0 (4) PRU AUT � (� ' ♦ • 00 � v — o 111812021 / 0 / ' - — % / 0 / / o ' o DUAL FRONT / - - ` _ O ` / o ° , o ° _ TOWN HOMES (8 ' �d� - • (9) ITE SPR `` �� — DRAWN BY o / / �� ' - UNITS" i' SAf� . / SAN Z' ) 3 CAR AME ° ° / ° , d (4) FOT GAR O M RACHNER ° ° �� ' p� o (4) ARO ABR O �- . ° / o� / / / / !/ 1 ACE OGL 0 ` ` ` • / �i / / - -- --.C_ - / R �� 1"� • DESIGNED BY �0° /� °° /moo° /� /� // �� - 0;�,r (73)LIR BIG g"Vy� �kA�� A � N� 8 / o ° ° o ' ° ° �� O �RACHNER ' ° �' - �- R\V 4 FOT GAR - ` \ - • M. 0 / i _ \ •� 4# ° � / �0 �� 0ii -7- - — ' ° � �� V / CHECKED BY o �00 �op� / o / / �/ / . • �� PARKING LOT 1 c L �� F. HANCOCK /o° , 0�0 /� �� pP ♦ �- _/ A A �� SCALE i / o d— ° 00 o / / / _ 6 2 PRU AUT v 1� 0 0 , oo, / / / <S O —I —7 TH 22' o ° / — -- — / 0 / o� / o / / �i ' / - -/ 5 / ° �° • ' /i/ DUAL FRONT o o o / / o / / TOWN HOMES (8 PARKING LOT 1 0 ° / o° �� / ' l UNITS) ° / ° / / o / / / / ,�/ i (4) QUE PHE o / / ��O ' • �' / / ,� / / - - �� / j ° O°° a� / / //' I I off/ / d' / � I 4f ° / ° / o / _ - a - _ (2) MAG ALE _ A o / o o (11)ILEAME = �. i r /� 0 / ° ° (3) BET CIM Pt - U <)r W 0 / 0 / 0 � (3) CRA HAW 5 TH - 22' 0/ 0 o 6\)0/ / n = PARKING LOT 1 / ° j I / o /� /0 0 /��' / // / / �P—� --__ T ' A A AV A I v� Q 40p 0° o _ w Lu d o/O /��// // ./ // _. / - - - __ - - - - A ��. j �� Q ° o141 � ' - • OLD w 0, / PARKING LOT 1 / / C)` O m / � � PARKI _ - _ _ � � � � Q 0 ° / / rl; j / g �� — — — — _ / Q J i o / �LL � o � �� // � / // / 00 / fit°'` EXISTING STREET TREES O � � � J ° ° _ c 0 qqqq Lu o0 YYY o 0 �� # ET C.1.2 �/ 0 0 PETAIL �0�� / 9� -I� — —— —— _ 0 - • Oj� d 5TH-22' 1� �� — — — \ • O 0 ,O i 0 O / -45 ( O O - --___ • 5 ° ■ /0 ?� 452 i old /�/ �,' `,�--__�_�----- ■ ,° 0 �V i C) / — — �Oag JOB NO. / - / SCALE 1 "=20' 47036 SHEET NO. PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM CAR AME CARPINUS CAROLINIANA LIQ CHE LIQUIDAMBAR STYRACIFLUA'WARD' TM NYS WIL NYSSA SYLVATICA'WILDFIRE' PLA OCC PLATANUS OCCIDENTALIS PLA BLO PLATANUS X ACERIFOLIA'BLOODGOOD' QUE PHE QUERCUS PHELLOS EVERGREEN TREES BOTANICAL NAME ILE AME ILEX OPACA JUN EAS JUNIPERUS VIRGIN IANA FLOWERING TREES BOTANICAL NAME O AME GRA AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' CER CAN CERCIS CANADENSIS COR PRI CORNUS FLORIDA'CHEROKEE PRINCESS CRA HAW CRATAEGUS CRUS-GALLI 'CRUZAM' TM MAG ALE MAGNOLIA X SOULANGEANA'ALEXANDRINA' PRU AUT PRUNUS SUBHIRTELLA'AUTUMNALIS' SHRUBS BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS AROABR ARONIAARBUTIFOLIA'BRILLIANTISSIMN CLE CAL CLETHRA ALNIFOLIA'CALEB' TM FOT GAR FOTHERGILLA GARDENII ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA'SPRICH' TM V1B MUF VIBURNUM DENTATUM'BLUE MUFFIN' GROUND COVERS BOTANICAL NAME HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' c a i c 0 N 0 3 c a 0 a0 o o .Z 20 o� c T E'o a c m m a� 0 c X m t7 3 ti z„ 0 � a 6o `o2 Q § o. d m 2 Y X c 0.0 016 aE J N C E 86 06 a c �a 10 a 0 w c 2 �N m� o c ° m o.E E F_ L D K -TREES PLANTED OVER THE WATER RETENTION SYSTEM WILL NOT HAVE NOTE: LTH AND COUNT TOWARDS TREE CANOPY CALC. / I TAP ROOTS AND WILL HAVE ADEQUATE SOIL DEPTH WHERE PLANTED. r r APPROXIMATE EXISTING TREE C = EXISTING TREE LINE TO REMAIN AS TRAIL BUFFER ANOPY OLD LYNCHBURG ROAD Gf _ LINE TO REMAIN FOR TRAIL BUFFER Y mom - _ — —`— --- W. I ■ N - ' (2) PRU AUT \- PLAYGROUND - ALLREC, SEE SHT. L2.1, ` \o. 14 / (1) ACE OGL WITH A MULCH BASE, OR AN APPROVED EQUIVALENT - - - - -- --- ---- --- _ _ ____ __ , __ --- -- - O 03117/2022 - v - 1 ■� i � (3) ILE AME 20 JUN EAS" - - 2,112 SF � � I _ � � T - � � - � �ih�� Q - - -- - - - - SCALE 1" 20' YQ ■ - TP (12) PRU AUT / �� i / - ' (12 ILE AME - - - - - - - ----_ - - - qPE A1Z 59 HYP CAL ` \ O P (12) NYS WIL - / , ' , ' i / �T - _ , ' (13) AME GRA " - - OHr - - - - -�oHr - oHr ((10) ILE GLA 0 20' 40' o-� !� - • OHP- - o/ eHP . / - , ' )Hr (6) ILE IN _ - 30' T-RAILBUFFER oWP = oHT - - - - M - Ulan i - OHP— — - � - OHP -. � � _ -" -_ 01;1T - v W j OHP _OHF- �_- OHP _ " _ - v� _ - rn u 0 E " 0 TP TP TP .- TP E Lu - - - T °o _- i e ° ° e °o°000° o° • � 0 n ___+ �i.. 1�d7 / o- _ oue eo m�° °d W L.ti i 448 - —� / ! _ /� ia�Ja-46J _ -_ 'e Ao o °o °°o o°e • A°° °° v� O ■ "- -," Q J V Lri Z °,�.°° a�6 ,a � ♦ `- "/�49 ---- � - -r _— i -i / 0000_ •.". a 000a ° ooao_.o- o oaoo ° O�_ ,,:r • __ �_ _ _ �_ _ w � -in O (4) MAG ALE - / " ' - � -a8 e - 08 _ � (13) FOT GAR , - - - - - 51 --- - _'_ - - - 6 1�6" '"„°° �" / • a N CL 464 / ' � %ITE SPR a --==(2) CER CAN - _ _ _ - . -" ■ (8) COR PRI /s r14: ■ I 3 O a' X U) a PARKING T ■ o vI cn vI u LOT 3 ■ o x � � z 2 2 2 2 - (3 CER CAN �/ / ) MAG ALE z as 15 ITE SPR a °*' 5 m � (15) ITE SPR' (3' PLA OCC� � ��' ' / ■ ' ( OT G / 6,779 0. ' CREATIONAL i 5 / . . •; DRIVE ) / :.�;.. . • ......,. .. . „ ' , _ r" (3) CER CAN RA � , ro a'1`1' (1) AC ■ � , ' o_ v (206) LIR BIG n � � (19) CLE CAL, ER CAN ,' O O U O FLORA VIEW (4 CRA HAW E OGL ■ - - - - ■ .: ,.:':_: ,> AMENITY SPACE (1) PRU AUT °D J 2 2 2 2 i 38 LIR BIG � � � � � ■ o w (J (10) PLA OCC TURF 888 O �' Q • ! / ' ' / ' � i :r ■ _ - • PLAYGROUND - - - _ - - _ ' / AP ■ Lf) a a a a ■ -(7) LIQ CHE i i :. . . ,' . " ti'•: 2,112 SF - - ! ' / a/ ,a6 R_ � • - - / � , ■ o � vI vI vI � i --- - - I i ■ z ■- T - �' _ ■ °0000 F ■ .: " < • `TURF -,or>' _ ■ _ - - ■ - - _ �� / ■ o �NrvrN N w ■ -- a 2" I I l �� i". — i w W M O } O 1 ■ U 0 ■ __ _ - � / �� - _' �� 1 / Il I 11 I I l ! � I� � 11 � ' � � / / / '� / / � I ■ 0 0 0 0 0 O - - - - \ \ I I / ■ ' / / i tk� , / ■ i ■ v7 DATE -� ■ i _ _ - - OPEN I > ■ PARKING LOT 2 - - SPACE �/ (2) AME GRA ■ _ _ / I I � I � / � � 1/18/2021 4,434 SF r / /' ' Z / ■ O J� -_ n y P / I / ■ I / m / / ' ■ DRAWN BY I Z i N z■m s - / _ - a 8TH-20' 6TH-20' 5\ ■ �- - - - /_ ' - - - - - - - ' I / I I r.'L7 ' 6T' H'i -20' , ■■ M. RACHNER �C)IC5 TH - 22' -I ■ / O / ■� ■ DESIGNED BY box n ■ N ��„- - , �' �� _ - - _ ' o / I ■ M. RACHNER _ - " w (2) QUE PHE _ o ■ ' ■ (n 0 0 ■ • CHECKED BY ■ (2) CER CAN (6) PLA BLO I p ' ■ F. HANCOCK r PARKING LOT 2 (1) BET CIM TURF / I I O ■ • ■ �. _� ��h - - - - - - 0 II II I I ` �, I I I / , ■ / ■ SCALE cn - / v _ 1 -20 � I I I � I / � � n ■ I ■ g. o -�---- --- I v z ■a�f3 - �� qN - ��o / I ■ I h I � � I I I I z ■ �� - h° s� _ v ■ ■ �--� 8„w — _ o I it ■ i I TURF 6 (1) BET CIM ' v ■ ■ - - _ ■� TURF ■ E OGL • � )QUE PHE - _ -C6a AN 1 LE cA z m _ --- --, O) • - - SWEETBAY STREET , L %-- z o SAN :- - v ■ ■ - - _ - 8' ( jRA HAW \ � � ■ � � (3) MAG ALE ti � ,�"�(2) ACE OGL � \ S _ z m O l o< o co 8 C CAL - I - � v \ <o � S N — z o a8� ■ ■ \ \ - 7 TH - 22 (89) LIR BIG O I- (2) QUE PHE a \ a q (2)PRUAUT - �- z D (1)PRU AUT �I�--- _ 0 o o Z 3 COR PRI ■ ■ � 63 64, , \ \ ■ - __ _ Lu i cb Lu -- - - - - \ Qd" (1) LEE GRA U) Np 2:\ / s ■ - 7TH-22' ---- ° e (6)I ■ m WIN L v _ - _- ■ PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM CAR AME CARPINUS CAROLINIANA LIQ CHE LIQUIDAMBAR STYRACIFLUA'WARD' TM NYS WIL NYSSA SYLVATICA'WILDFIRE' PLA OCC PLATANUS OCCIDENTALIS PLA BLO PLATANUS X ACERIFOLIA'BLOODGOOD' QUE PHE QUERCUS PHELLOS EVERGREEN TREES BOTANICAL NAME ILE AME ILEX OPACA JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME AME GRA AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' CER CAN CERCIS CANADENSIS COR PRI CORNUS FLORIDA'CHEROKEE PRINCESS CRA HAW CRATAEGUS CRUS-GALLI 'CRUZAM' TM MAG ALE MAGNOLIA SOULANGEANA'ALEXANDRINN PRU AUT I PRUNUS SUBHIRTELLA'AUTUMNALIS' III _ EXISTING STREET TREES SHRUBS BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS AROABR ARONIAARBUTIFOLIA'BRILLIANTISSIMA' CLE CAL CLETHRA ALNIFOLIA'CALEB'TM FOT GAR FOTHERGILLA GARDENII ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA'SPRICH' TM VIB MUF VIBURNUM DENTATUM'BLUE MUFFIN' GROUND COVERS BOTANICAL NAME HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' i o O - v ) EXISTING TREE KEY _ _ i - ' ,' JOB NO. Q �� ■ 47036 TRAIL BUFFER 4,906 SF NOTE: ----♦ / F i -THE PLAYGROUND SHALL BE THE ALLREC SYNERGY SY-3013 WITH AEm " - ' / / / / ■ SHEET N0. MULCH BASE, OR AN APPROVED EQUIVALENT. _ - ' " /' / ■ LI.Z c a i L INSTALL SHRUBS SO THAT TPA TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 1-: ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP t/3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DIAMETER EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT -• .- -. �`IrF�;�� !�stF�y-�^tom>,r��%'�`-�iE ', :=o ,yt ,�l �� l�E�t�ij`�� y1J./�AL�1►� �G • %�iE , I `�\'y\\l`1��,�i .III=� f�' �'�/% ?�"-h ,..A - • • *�'. cq•--?,P�` • • • - • a• • I - - • • • \!11lllltrll�lihtilh��tl,��,1®(I , , - • , - , , . • • ..ever::• •A ••• -•• �• • �. • 7 HEIGHT VARIES WITH PLANTS 12" MIN. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL ACE OGL 8 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2" CAL. B&B 425SF 3,400SF BET CIM 9 BETULA NIGRA'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 2" CAL., 10' HT. B&B 431SF 3,879SF CAR AME 3 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2" CAL. B&B 206SF 618SF LIQ CHE 7 LIQUIDAMBAR STYRACIFLUA'WARD' TM CHEROKEE SWEET GUM 2" CAL. B&B 250 SF 1,750SF NYS WIL 12 NYSSA SYLVATICA'WILDFIRE' WILDFIRE TUPELO 2" CAL. B&B 137SF 1,644SF PLA OCC 15 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2" CAL. JB&B 1308SF 19,620SF PLA BLO 11 PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 2" CAL. B&B 395SF 4,345SF QUE PHE 10 QUERCUS PHELLOS WILLOW OAK 2" CAL. B&B 395SF 3,950SF =39,206SF EVERGREEN TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL ILE AME 39 ILEX OPACA AMERICAN HOLLY 1.5" CAL. B&B 56SF 2,184SF JUN EAS 45 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. B&B 32SF 1,440SF =3,624SF FLOWERING TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL AME GRA 19 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 6'-7' HT. B&B 130SF 11,950SF CER CAN 12 CERCIS CANADENSIS EASTERN REDBUD 6'-7' HT. B&B 124SF 1,488SF COR PRI 15 CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 7'-8' HT. B&B 124SF 1,860SF CRA HAW 11 CRATAEGUS CRUS-GALLI'CRUZAM' TM CRUSADER COCKSPUR HAWTHORN 6'-7' HT. B&B 184SF 2,024SF MAG ALE 14 MAGNOLIA SOULANGEANA'ALEXANDRINA' SAUCER MAGNOLIA 6'-7' HT. IB&B 145SF 2,030SF PRU ALIT 24 PRUNUS SUBHIRTELLA'AUTUMNALIS' AUTUMN FLOWERING CHERRY 6'-7' HT. JB&B 77SF 1,232SF =11,720SF SHRUBS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT AME CAN 14 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY 18"-24" HT./SPRD. B&B ARO ABR 27 ARONIAARBUTIFOLIA'BRILLIANTISSIMA' BRILLIANT RED CHOKEBERRY 24" HT./SPRD. CONTAINER CLE CAL 37 CLETHRA ALNIFOLIA'CALEB'TM VANILLA SPICE SUMMERSWEET 12" HT. 1 GAL. FOT GAR 51 FOTHERGILLA GARDENII DWARF FOTHERGILLA 12" HT. 1 GAL. ILE GLA 21 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 12 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ITE SPR 62 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY SWEETSPIRE 24" HT./SPRD. CONTAINER VIB MUF 8 VIBURNUM DENTATUM'BLUE MUFFIN' BLUE MUFFIN ARROWWOOD VIBURNUM 12"-15" HT. 1 GAL. GROUND COVERS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT HYP CAL 59 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER LIR BIG 1,147 LIRIOPE MUSCARI'BIG BLUE' BIG BLUE LILYTURF 1 GAL. CONTAINER I. The followine items shall be shown on the plan: ® Trees to be saved: ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauiument Operation and Storaee: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: -® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchine and Tunneline: ® When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: la Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. `(4�¢f,�� 9—aI—ac CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 =54,550SF STREET TREE REQUIREMENTS *per Sec. 32.7.9.5 of the Albemarle County Code. STREET FRONTAGE REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LARGE SHADE TREE PER 50 LF (240-50) = 4.8 x 2 = 10 LARGE SHADE 10 LARGE SHADE ROAD 1 240 LF OF FRONTAGE 9.6 TREES TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS *per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% OF GROSS PARKING 6,166 SF 6,166 x .05 = 308.3 SF 309 SF 2,187 SF AREA INTERIOR PARKING LOT TREE REQUIREMENTS *per Sec. 32.7.9.6 of the Albemarle County Code. PARKING LOT REQUIREMENT PARKING SPACES CALCULATIONS REQUIRED PROVIDED 1 LARGE SHADE 3 LARGE SHADE 3 LARGE SHADE PARKING LOT 1 TREES PER 10 25 PARKING SPACES 25/10 = 2.5 TREES TREES PARKING SPACES 1 LARGE SHADE PARKING LOT 2 TREES PER 10 7 PARKING SPACES 7/10 = .7 1 LARGE SHADE 1 LARGE SHADE PARKING SPACES TREES TREES 1LARGE SHADE PARKING LOT 3 TREES PER 10 4 PARKING SPACES 4/10 = 1LARGESHADE 1LARGESHADE .4 TREES TREES PARKING SPACES TREE CANOPY REQUIREMENTS *per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 15% OF THE LOT AREA IS 54,550 SF(PROPOSED) + TO BE COVERED BY TREE 389,863 SF 389,863 x .15 = 58,479.45 SF 58,480 SF (4,906 x 1.25 = 6,133) CANOPY SF(EXISTING) = 60,683 SF PEDESTRIAN CONNECTION LANDSCAPE REQUIREMENTS *per Southwood COD. PEDESTRIAN REQUIREMENT LENGTH CALCULATIONS REQUIRED PROVIDED CONNECTION PEDESTRIAN 4 FLOWERING TREES AND 4 AND4 10 FLOWERING 10 FLOWERING 230LF (230/100) - 4 = 9.2 TREES AND 10 TREES AND 50 CONNECTION # 1 MEDIUM SHRUBS PER MEDIUM SHRUBS MEDIUM SHRUBS 10 FLOWERING 10 FLOWERING PEDESTRIAN 4 FLOWERING TREES AND 4 234LF (234/100) " 4 = 9.4 TREES AND 10 TREES AND 13 CONNECTION # 2 MEDIUM SHRUBS PER 100LF MEDIUM SHRUBS MEDIUM SHRUBS PEDESTRIAN 4 FLOWERING TREES AND 4 13 FLOWERING 13 FLOWERING 312LF (312/100) * 4 = 12.5 TREES AND TREES AND 37 CONNECTION # 3 MEDIUM SHRUBS PER 10OLF MEDIUM SHRUBS MEDIUM SHRUBS 12 FLOWERING 12 FLOWERING PEDESTRIAN AND4 4 FLOWERING TREES AND 4 290LF (290/100) " 4 = 11.6 TREES AND 12 TREES AND 12 CONNECTION # 4 MEDIUM SHRUBS PER MEDIUM SHRUBS MEDIUM SHRUBS 1 W. III Wo. 14 03117/2022 M E 0 o N � N ¢ o > E w ai E <v3 ¢ um O w 6 3 LL O `mom J U 0000 W J —N In a (A ttl N 0 W QI M� 3: Q X 9 W i LL oR =v U) = N N Fv� a CU� Y0h N � M a� W J �H Z O a_ U U to 0 c) c) c) c) U) G G G G w OOVO it 888 O W W W W Zaaa tl gwww w tihhh h Q Q Q Q 3>j» Q ry�N^Mi ti DATE 111812021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A i U 0 J J �o LLI a 0 tl; QtY � < V7 JD 0 woz > Lu w0Q U Uj o C). Q Q J 0 0 2 �0 V/ JOB NO. 47036 SHEET NO. L2.0 3 L DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE F- S:\103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\L2.0 LANDSCAPE NOTES AND DETAILS. dwg I Plotted on 12/21/2021 1:10 PM I by Matt Denhard D. z m ;o m p � cn < -u K m �z z 2 M�pz C— m <n U) m r LINEMEN 'T m O� O% O W W n rr a N z C = _ D _ O 77 371 QQ n g. p �� f% C' N m z Q X S fD V J N �-• z •� f�Q m Cn N F O Ln X N X — m N X Ln O -n CID 4 i� N � 1%0 L --, O Wb O m r+ M r o O -, r+ D � M 3 CD X CID .. r o z F; i z >� in 00 O C) ; r < x, �:. O m z 7 r j `• ;" Z O 71 7- co 11L (J) rye f 0 Y 5r ` f�A'�Y✓Ty! �'' Sk., $..t:... iT�i13 Y,4_'J 6f�i=ii` ,el"�.�. S„'.♦�S .4! ,+'.. '; t ii, 4 , fY fe G �J 0 THIS DRAWING PREPARED AT THE 0M�� TIMMONS ROUP• • ••• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �!G TEL 434.295.5624 FAX 434.295.8317 www.timmons.com �� x F' m o� S 3 3 DATE REVISION DESCRIPTION p SOUTHWOOD REDEVELOPMENT - BLOCKS 9-11 m 112212021 WPO PLAN �r ti M m n z Co °n 711612021 UPDATES PER COUNTY COMMENTS T� ♦��` Z W o COUNTY OF ALBEMARLE, VA m n o = o = Z p 03 m 912212021 UPDATES PER COUNTY COMMENTS CT d1� 01 PLAYGROUND DETAILS 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. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 a.o ' 0.0 o.o o. .o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + o.o o.o + o.o o.o o.o o_e- o.o 0.0 o.� + .ems o.a + o.o + o.o + o.o + .o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + 0 0 0.0 + 0.0 + .o + o.o + o.o + .o o. + o� + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + + o.o 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 JYO 0.0 +.0 0.0 0.0 0.0 0.0 0.0 +. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 +.0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 a,e. 0.0 o.o 0.0 0.0 0.0 o. .o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 'ono o. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + 0.0 0.0 o.o o.o o.o o.o 0.0 + 0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0 + 0.0 + � + + o. + o.o + o.o + o.o + o.o + + o.o 0 0.0 0.0 0.0 0.0 0.0 0 0.0 .0 0. o 0 0.0 0.0 0. .0 0.0 0.0 .1 0.1 0 0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 8\ 0;0 0.0 0.0 0.0 0 + + + + + > 0.0 0.0 0 0.0 0. .0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 .2 .2 0.1 0. 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0 0.0 0.0 0 0.0 + 0.0 + 0. 0.0 + 0.0 + 0.0 + .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.2 + .4 + + 0. + + .0 .5 + 7 + 0.6 + .4 + 0.2 + 0.1 + 0.0 + 0.0 + + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0. + 0.0 �0,. 0. + + �0.0 0 \ \ 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.2 0.5 + 1.3 + .4 + 7 + 2.0 + 0. + 7 + 2.9 + 2.3 + 1. 5 + 0.2 + 0.1 + 0. + .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + .0 + + 0.0 \ .0 0 ti �O+ 0.0 + 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 .4 0 1.3 2.8 4.3 4.4 3. 2.4 .4 3.9 4.8 7 2.o 2 5 3.4 4.5 3.0 1 0.3 0. 0.1 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. + 0.0 0 \ V3 25+ ❑+ MH: 5 V3 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.2 + 0.3 + .5 + 0.6 + 0. .1 + 1.6 2. 3. 4.3 ' 4 5 4.3 + 3. + 2.5 + 2 2 ., + 3 9 + + 4.4 L + 2 + 2.3 .8 + 1.6 + 1.6 + 1 6 + 1.7 + 1 + 2.2 + .7 + 3. + 4. 25 + 3. .9 + 0. .3 + 0.1 ).0 + 0. + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.2 + 0.�3 + 0 4 + 0.6 + 0.8 1.0 + 1. .8 + 2.3 + 3. + 3.6 6 + 3.7 .1 + 2. + 2 5 + 2.3 + + 2. + 3.4 + 3.6 + + 3.3 + 2. + .9 + 1. + 1.6 + 1.6 + 1. + 1.6 + 1.8 2. + .2 + .4 + .8 2 + 2.9 .6 .1 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 0 \ SWEETBAY STREET 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 0. 1.1 1.4 1.7 2.0 2.6 2.9 3.0 3.0 2.8 2.6 2.4 2.3 2.3 2.4 2.6 2.8 2.8 2.7 2.5 2.2 1.8 1.6 1. 1. 1.4 1.4 1. 1.5 1.8 2.2 2.6 2.8 3.0 +.7 2. 1. 1. 0. 0 0.0 0.0 0.0 0.0 0.0 0 �lb + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 a 0.1 a 0.2 + 0.3 + 0�5 + 0.7 + 0. + 1. 1.1 1.4 + 1.6 + 1.9 + 2.1 a 2.2 + 2.2 + 2.2 + 2.1 + 2.0 1.9 + + .9 2.0 + 2.0 + 2.0 + 2.0 + 1.9 + 1.8 + 1.6 + 1.9 + .2 + 1.1 + 1.1 + + + + .9 + 1.6 + 1.8 + 2.1 + 2.1 + 2.1 + 1.6 + .3 1. + 0. + 0.0 + 0. + 0.0 + 0.0 + 0.0 + + 0.0 0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0. 016 0.7 + +. 1. .4 .5 1.5 5 1.5 1.5 +. 1.2 1.1 1.0 0.9 0.8 + 0.7 0.7 0.8 0.8 1.0 1, t 4 1.5 1.4 1.4 1.1 1. 0. 0 6 +.0 0.0 0.0 0.0 0 + 0.0 + 0.0 + 0.0 + 0.1 a 0.1 + 0.1 a 0.2 + 0.2 + 0.3 + 0. + 0.5 + 0.6 + 0 7 + 0.8 + 0. + 0.9 a .0 1.1 a 1. + 1.0 + a 1.0 + 1.0 a + 0. + 0.9 + .9 + 0. + + 0.7 + 0.6 + + 0 5 + 0 + .5 + 0.6 + + 0.7 + 0.8 + 0.9 1. 1.0 1.0 + 1.0 0. + 9 + 0.7 + 0 6 4 0. + + 0.0 0 \ + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 a 0.1 + 0.1 + 0.2 + 0.2 + 0.1 + 0.3 0.3 0.4 0 1 + 0.7 a 0.9 + = 0.5 + 0 + 0 5 + 0.5 + 0.3 + 0.9 + 0.5 0. + + 0 + .7 + 0.7 + 0.7 + 0.7 0.5 + 0.3 2 + 0.1 \ .0 + + 0.0 0 O Z + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 a 0.1 + 0.1 a 0.1 + 0.1 + 0.2 a 0.1 + 0.0 �� { + 0.2 a 0. + 0 3 + 0.3 + 0.2 + 0.2 + .2 + 0. + 0.5 + 0.5 + 0.5 + 0.4 + + 0 + 0.2 + 0. 0.1 rp _ - ^c - - M - - M - + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.J. + 0.1 0.0 0.0 _ y + 0.1 + 0. + 0. + 0.2 + 0.1 + 0. + 0.1 + 0.2 + .3 + 0.3 + 0.3 + 0.3 + 0.2 + 0. 1 + + 0.1 + 0.0 \ \ ry0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.,0 + 0.0 a 0.1 a 0. a 0. + 0.1 + 0.0 + 0.1 + 0.1 \ � + 0.1 + .2 + 2 + 0.2 + 0.1 + 0.1 + 0.1 + .0 + 0. 0 \ + 0.0 + 0.0 + 0.0 a 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 10.0 0.0 + \0.0 + 0 + 0.0 + + a a .0 0.0 0. 0.0 0.0 + 0 0. + 0.0 + 0.0 + 0.0 + 0.0 I .0 + 0.0 + .0 + 0.0 \ + 0 + + 0.1 + 0.1 +.1 0.1 + .0 + 0. .0, + .0 + + 0.0 0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 a . 0.0 + 0 0 a 0.0 a 0.0 + 0 0 + 0.0 a 0. + + + + + + .0 0.0 0.0 0.0 0.0 + 0 0. + 0.0 + 0.0 0. + 0 + 0.0 + 0.0 + 0. .0 + .0 \ + 0.1 + 0.1 + 0.1 + 0.0 + 0.0 + 0. + 0.0 + + 0 0 0. + + 0.0 0 \ + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.0 + 0.0 + 0.0 \ + 0.0 + 0.0 + + 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0. + 0.0 0.0 + 0.0 + 0.0 0 + 0.0 + 0.0 + .0 + 0.0 + + 0.0 0.0 + 0.0 + 0.0 + 0.0 .0 + 0.0 + 0.0 + 0.0 + 0. 0 + 0.0 \ + 0. + 0.0 0 + 0.0 + 0.0 + 0.0 + + 0. + + + .0 0.0 0 + o.o + o.o *0 o.o a o.o *0 o.o + o.o *0 o.o + o.o *0 o.o + o.o + o.o + o.o + o.o o.o + o.o + + o.o o.o + o.o + o.o + o.o + o.o + o.o + a o.o o.o �o a o.o + o.o + o.o o.o + o.o + o.o + + o.o o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + 0 + 0.0 + 0.0 + 0. o.o + o. + o + o.o + o.o +. n.o + o. + + + o. 0.0 0 + 0.0 + 0.0 + 0.0 + 0.0 « 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 « 0.0 « 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 « « « « « 0.0 « + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 01.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0 + 0.0 + 0.0 0 0.0 \ + 0.0 + 0.0 0 + 0 + 0.0 + 0.0 0.0 + + 0 0 \ ^ + 0.0 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 « 0.0 + 0.0 « 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 « 0.0 + + 0.0 + 0.0 + 0.0 + 0.0 + o.0 + o.0 + o.0 + 0 + 0.0 0 + 0.0 + 0.0 + 0. + �r 0.� 0.0 + 0.0 + + 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 eo 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 + 0 0.0 0.0 +.0 0.0 0.0 0.0 0.0 0 10.0 \ '+. / + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + o.o/ + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + o. + 0.0 + 0.0 0 + 0.0 0.0 0 0 + + o. + + 0.0 o. + o ,� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0/ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 .0 0.0 0.0 0 0.d� 0 0.0 0.0 h + 0.0 + 0.0 + 0.0 « 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0 + 0.0 + 0.0 + 0.0 + 0. + 0.0 + 0 + 0.0 + + 0 0.0 + 0.0/ + 0.0 + 0 0.0 0,+ + o.o + +o o.o 0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + .0 �(/.0 + 0.0 + .0 + 0.0 + + 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .o 0.0 0.0 0.0 0.0 .o 0 0 0. 0.0 o.o� ryo 0 / ob + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0. + o.® + 0.0 + 0.0, 0.0 + 0.0 + .0 + 0.0 + 0.0 + + 0 o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + o. + o.o. 0.0 + 0.0 + o. + o 0 + 0.0 + o +.0 +.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4/ 0. 0.0 0.0 0.0 0. 0.0 + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Luminaire Schedule + + + + + + + + + \ 0.0 0.0 0.0 0.0 0.0 �.0 0.0 0.0 0 0.0 0.0 0.0 0.0 .0 b` ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ d Symbol Qty Label LIP I-. Llwen3 Arrangement [MANOFAC] Description ^ i--� 11�� JJI 1 3 V3 1.000 21003 SINGLE U.S. ARCHITECTORAi LIGHTING VLL-PLED-III-W-8OLED-70UxA-WYi Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Parking Lot Illuminance Fc 2.21 4.5 0.8 2.76 5. 63 + + + + + + + + + + + + + o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o. .o 0.0 Prepared by: LIGHTING VIRGINIA CENTRAL 40OG-2 Southlake Blvd. + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + O.O + 0.0 + 0. + 0.0 + 0.0 + 0.0 + .0 + O O + o.0 Richmond, VA 23236 Tel: 804-379-7777 WWW.lightingvirginia.com MR - mounting height in FEET + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + .0 + 0.0 + 0.0 + 0.0 + 0 + 0.0 + 0.0 NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PANNELL, ILL. + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + Og + 0.0 + 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN AOg3 THE LUMINAIRE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWOHRED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE + O O + 0 O + O O + 0 O + 0 O + 0 O + O O + 0 + O O + 0 O + O O + O JURISDICTIONAL CODES. SCALE 1"=30' 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLYRE AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE 0 30' 60' .0 PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o. MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR + o.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0' + 0.0 + 0.0 + 0.0 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT To VERIFY THAT THE PRINTED OR MORE MAXIMUM LUMENS MUST BE FULL CUT OFF. PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. 0 0 0 0.0\ 0 0 DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1"=30' 06 0 V/ U Z 0;a W J U a L w m (- r-I a W LL W p O = U 2 a 0 0 �0A■ JOB NO. 47036 SHEET NO. E1.0 c 5 a ai z c L Date: Jun 28, 2021 O Ali P Transmittal IHTING LIGHTING VIRGINIA Lighting Virginia -Central 'DggNE��' 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision Quote# LV - CENTRAL20-30857 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part V3 US Architectural VLL-PLED-III-W-80LED-700MA-NW-1- xX 25' POLE American Lite Pole RNS-25-40-1 1-AB-DM1 9 Page 1/1 =°AMw I Job Name: VLL-PLED-III-W-80LED-700MA-NW-1 g LIGHTING Southwood Subdivision XX V3 VIRGINIA Architect: TIMMONS Notes: NRmely TV-CENTRAL20-30857 FF00009 Liqhtinq Virginia - Central phone 379-7777 fax 804-379-7778 Paqe 1/1 SOLID STATE AREA LIGHTING VALULUME SERIES -PLED S P E C I F I C A T I O N S OPTICAL HOUSING Henry cast low capper aluminum (A35a alloy; <0.2% copper) a=Icy with Infeqrat cooling flns.IDe Optical Pones mountln9 surface Is mNed lot(e ft variance cz 003' over 12') b facilitate thermal transfer of heat a housing sma caoling Ms. Solid banter wall reparates o Hcal antl elechldal compartmenhi.TEe optical and electrical compartments am im rated ro create one assemblYMinurcum wall thickness I5.184'. ELECTRICAL HOUSING./ INTEGRATEDARM Heavy cast law copper aluminum (A356 allay e0.2% copper) assembly with Integral cooling ribs surrounding the electrical compartment and a Wei sudace on ffre top of the arm ro occommadam a photocell rec.proClis Solid battler wall separates optical and elactrlcal comaartmenl9. The optical compartment and electrical comparNnent wHh lira Integroted support a nn ca'rrbine ro creole one auembly. Minimum wall Nickness Is .188'. Cast and hinged driver assembly cover Is Integrated with wlring compadmentcover. PLED- OPTICS EmiBen (LED') are a. d on a metal core PCB panel with eoc era er located on c copper thermal Transfer nod and enclosed by an LED refractor. LED octics toweras the street side and functions as a house side ahieMinp element Refractors are injection molded H12 ac Ilc. Each LED retractor is sealed to the PCB over an PROJECT NAME: FECTIU RTYPE: TALENT PENOMe mikes, emHter and all refractions are retained by an aluminum imme. Arty one To or group of lnel, In a luminaire, have the same optical pattern. LED refractors produce standard site/area distributions. Panels are field replaceable antl deld matableln W" Increment. LED DRIVER(5) Constant current electronic with a power factor of >.90 and a minimum operating temperature of 40°F140,i Driver(s) is/ore UL and cUL recognized and mounted direct. against the Electrical Housing p, oratefi ears dimcfen held down by ft ca tat damps M mcilltate easy �D,ar•� wemm ao,ms removal. In line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of _T_ 12050/6DHz ar 347V-480V 50.60Hz.(D - ,OV \\LI( dimmable driver is sanded. Wirer has a minimum of 3KV Internal surge protection. Luminalre supplied with 20KV sumeprotectcrfor field accessible installation.), LED EMITTERS HI output OED's are utilized with drlw current ranging from 350mA to 1050mA. 70CPI Minimum. OED'sawlare Neutral Mile ( (300 op nsult White Coall (SOOOK�or Warm WhiteU Co 0, Factoryforot er LED options. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140°F. Four step media blast and iron phospphate pretreatment for pent; tRon and paint adhesion. *F bake for maximum hardness andduroblll coos " TM` . 2019219 s" gip- U.S.ARCHITECTURAL D.S. Architectural Lighting ...„gym © TOAMy Job Name: VLL-PLED-III-W-80LED-7001VIA-NW-1 LIGHTING Southwood Subdivision XX V3 AVIRGINIA Architect: TIMMONS Notes: 4RN E- .., . .. VALULUME SERIES - PLED LED/ELECTRICAL GUIDE ILUN LED SOURCE lLisINITIAL MENMENS- L70 GREATER STARTING SYSTEM MAX COUNT TYPE 5000K THAN (HR) TEMP. W AMPS 40 LED 40 PLED Optical 5,585- 5,301 5,864- 85,000E 4CEF 43 120 0.36 Module -350niA 6,408 6,088 6.729 277 0.16 347 0.12 40 LED 40 PLED"OpNaal 8,059- 7,656- 8,462- 85,000+ -40•F 65 120 0.54 Module -525rM 9,246 8,784 91709 277 0.23 347 0.19 40 LED 40 PLEDP, Optical 10,240- 9,728- 10,752- 85,000+ -40°F 87 120 0.73 Module -70l 11,749 11,162 12,337 277 0.31 347 0.25 40 LID 40 PLED' Optical 13,642 - 12,960 - 14,324- 85,000+ -4041F 128 120 1.07 Module -1O5CmA 15,652 14,870 16,435 277 0.46 347 0,37 8o LED 80 PLED"OpBoal 10,824- 10,283- 11,365- 85,000+ 40°F 86 120 0.72 Module -350rnA 12,419 11,798 13,040 277 0.31 347 0.25 80 LED 80 PLED'O 85ACD+ -sli 130 120 11.08 ModuletMl 17,564 14,990 18,E- 77 SAY 347 0.37 80 LED 80 PLED"Optical 19.767- 18,779- 20,755- 85,000+ d0°F 174 120 IA5 Module -701 22,680 21,546 23,814 277 0.63 347 0.50 SO LED 80 PLED"OpBral 26,255- 24.942- 27,568- 851000+ -WF 257 120 2.14 Module - IDSDmA 30,124 28.618 31.630 277 0.93 347 0.74 NOTES: 1. MmtInputA Isthehighestofstarting,operating,oropend=Rcurrents 2. Lumen volues Tor LED Modules vary according to the distribution type 3. System Watts Includes the source watts and all ddver components. 4. Tuse value should be sufficient to protect all wiring components. For elecirornc ddver and LED comporYeM protection, use I OKV - 20KV surge suppressors. S. L70(9K) -TM-21 6x rule applied WARNING: All fixtures must be sell In accordance with local codes or the National Electrical Cade. Failure to do so may muff In sedous personal Injury 10 AMe LIGHTING VIRGINIA p4RNI J Subdivision TIMMONS VALULUME SERIES - PLED POLE DRILLING TEMPLATE C.L. 7 (51mm) 1. . o2mm) W6IIREWAY 0rpmm) ' (IanrNA. Al DIA. n0cm) (3) HOLES WALL MOUNT 15.25" (38Jmm) I iA1. NOAs 1787-0 EXTRUDEDALUMINUMARM AND CAST ALUMINUM WALL BRACKET ASSEMBLY PROVIDED WITH BUILT IN GASKETED WIRE ACCESS FOR FIXTURE/SUPPLY W IRE CONNECTION. WALL PLATE T T 1 700MA-NW-1 PLED" MODULES VLL PLED E.P.A.= 0.77 Availablein: 80 &40 LED Array V3 D Coe. 80 LED Array 40 LED Array Drive System HID No. of LEDs Current Watts Equivalent 35UmA 45 70-100 40 525MA 66 1DO-150 700MA 91 175 1050MA 142 200-250 350MA 92 150-175 6,6• 50" DU. 80 525TM 196 200-250 a4aanO (4) HOLES 700MA I 184 400 705111 266 450 Spec/Order EXample: VLL-LED/PLED.VSM/80LED-700mA/NW/277/1 /R41.9005 FORMATION PLED- DISTRIBUTION No. LEDs DRIVE COLOR - ARM MOUNT STANDARD CURRENT TEMPCCT TEXTURED FINISH ❑ VLl LED ❑ TYPE II ❑ SOLED ❑ 1DSOmA ❑ NW (4001 ❑ t ❑ BLACK [E] HIGH -LOW DIMMING FOR PLED41 ...... _-.:_ •STANDARD RAL-900N HARDWRED SWITCHNG OR ❑40LED ❑ 700mA NONINTEGRATED MOTION M ❑ TYPE II FROROW CW SOOOK ( ) ❑ 2-I80 H SENSOR....... .... HISW PLEDiFFR.....® ❑525mA [I WHITE ❑ INTERNAL [I WW (3000K) RA1.9003.T ❑ TYPE II MEDIAN ❑ 240....% HOUSE SIDE SHIELD... NSPIED ILLUMINATOR ❑350mA bTNEatmca.aas PLED41-ML..... AvawalP ❑ GREY ElPNOTO CELL+VOLTAGE COMMIT FACTORY El 3-120� UAL-7004-T (D(AMPIE: PC12CMi Iii I-] TYPE III MED, PLED411 M ® ❑ TWO LOCK VOLTAGE ❑ DARK RECEPTACLE ONLY... TPR ❑ TYPE III WIDE ® _ _ 340 0% BRONZE El 7PIN TWIST LOCK PLED-111 W ❑ 120 RAL-801?i RECEPTACLE ONLY,..TPR7 ❑ TYPE IV PLECHV.... ..® ❑xoe PLEASE SPECIFY IS ❑490.. .. le�t" El GREEN SINGE FUSE 020V. 277V, 347V).. SF ❑ TYPE IV ❑ 240 ❑ UNIVERSAL POLE RALL006T ❑ DOUBLE FUSE PLED4V-Fr.....La ❑ 277 ADAPTOR UPA PLEASE (208V. 24OV. 480V).. DF ❑TYPE V NARROW EDV50N i p347 WALL MOUNT SPECIFY E] STEP DIM MOTION Bar"PL ...-- (PROGRAN9AED 50/100) ❑ TYPE V MED. Q 171480 ❑ WM . _ _ _ � ................... MSF211 PLED-VS9•M . sEEllsuw.ca4 wR AaalpWdLaLOR4 ❑ REMOTE MOTION SENSOR ❑ TYPE V WIDE CONRGM7ATOR PLED-VSH-W .. ................ All asoWaynaxreowmeda.swsssl © U.S.ARCHITECTURAL U.S. Architectural Lighting n(ass��<ssn 2asumL _® paAMe LIGHTING VIRGINIA p4RNECV ,rt T T (FT) IIII1117Iil I; 0' VIEW Name: RNS-25-40-11-AB-DM 19 mood Subdivision teat: TIMMONS NY H. DETAIL 3 3"x5" REINFORCED HANDHOLE 0 0' W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC ETAIL 2 DETAIL 1 BASE COVER 25' POLE ❑T20 (2.38" OD X 4" TALL) ❑T25 (2.88" OD X 4" TALL) 180' FBOLT CIRCLE ❑ T30 (3.50" OD X 6" TALL) 0D28 8.00" 90'1 �- 270' ❑ D29 ' I - ❑ D39 ` ' a9' 70 p• .88"0 SLOTTED BOLT HOLES (TYP) ❑ D32 i $ - I I I I I ❑ D49 MIT 70 I b � 2v --- BME Nwp+aE ON v 0szUd% . DETAIL 3 POLE TOP DETAIL 1 BASE PLATE IF.-75,r ANCLIDR6aLTTEMPIATEN ABT-Oa0.4 TO ' H C TDOWNCONCRETE HEX NUT BASE O ER ERALL BASEBYOTHERS X WASHER (%2) FORO FOR OVERALL HEIGHT OF 25' A.B. PAINTED TO MATCH LUMINAIRE 17. )0" PROJECTION 0 3.75" DT9-DRILLED FOR SINGLE LUMINAIRE T"-a 'lICCC---/J/JJJ--IJIJIJ--- 3.00" ..a.'. •' DETAIL 2 1 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED TO: ASTM A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. 3) ALL WELDING TO CONFORM TO: AVIS D1.1 MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) DUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 5)MBRAHPN OSONIER: ALTHOUGH RARE, WBRAIIONS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY NTERACIING VARIABLES, WBMTIONS ARE GENERALLY UNPREDICTABLE THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION FOR EXCESSIVE WBRADDN AND DAMINADON FOR ANY STRUCTURAL DAMAGE. ALP WARRANTY EXCLUDES FALSE FAILURE OR SIMILAR PHENOMENA BE9JLTNG FROM INDUCED NBRAIION, HARMONIC OSOLUDON OR RESONANCE ASSOCIATED ATH MOVEMENT Of AIR CURRENTS AROUND THE POLE. LOADING DATA MATERIAL DATA DESIGN CRITERIA: 2009 AASHTO LTS-5 COMPONENT ASTM WIND SPEED(mph) g0 100 110 120 130 140 150 POLE SHAFT A500 GR.B 3 SEC GUST EPA FT' 3.8 2.3 1.9 0.8 - - - WEIGHT (Ibs) 40 40 40 40 - - - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TBD MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LENGTH DIA. DIA. O 11iK (OBS) FT) RNS-25-.40-11-AB 25 4.00 4.00 (11 GA I 145 DETAIL GENERAL NOTES M E CD ON O N m N >E W N E Q LL o U..- 0 �u ti Q j U GO W J -L'i �>oo W O N v ~ X < _J N < of W n U ED N = U > � H C Uri OUri � N Lul N � �M 7 N J ua H CL O ce t7 N Z 0 Z O a CK U Cn o (�,_) (�,_) (If_l _O (n w U U U Z Z Z 0 0 C) LLH W W QL QL CIL. L L tip C) O F_ Q V N ry ti ^ O DATE 1/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1� 06 0 T\ V U J 0>H W L1J 0 Q i wcc U Q W O (� z 0 < 0 H \L U 0 T U i 0 0 0 2 Fee- Z) 0 U) C a ai c L U.S. Architectural Lighting m.om'(N)vsamlre,esaaoas wwis,swl9�uoor © U.S. ARCHITECTURAL .vm _® ••CONFID13N11AL•• DESCRIPTION: awrouAnex aoxrAwmaTrmoavnwa ROUND STRAIGHT STEEL ANCHOR BASE oNnwlNa NUNeEN: amrwmssr xxo mxamaLw. unwmaxvsP RraATwx oaorssEwrruTrwaFTrus ooax.YYrt¢ RNS-25-40-I I -AB ""n""°,'an`°"""'°ar`"°"'m1"'e' 25' x 4.0" x I t GA arrT reins 1OB NO. 47036 SHEET NO. E2.0