The URL can be used to link to this page

Home My WebLink AboutSDP202200057 Plan - Submittal (First) 2022-09-27SOUTHWOOD PHASE 1 -BLOCKS 9, 10, & 11 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@TI 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. SDP202100066 SITE PLAN AMENDMENT COUNTY OF ALBEMARLE, VIRGINI 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/ 220 46 D.U. 341 5 17 22 16 10 26 TOWNHOMES 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 9/20/2022 SITE LOCATION VICINITY MAP 1=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 A SITE PLAN AMENDMENT #1 SUMMARY CODE OF DEVELOPMENT TABLES: 1. PARKING TABLE, OPEN SPACE TABLE, DEVELOPMENT CHART, AND HOUSING MIXTURE PLAN HAVE BEEN UPDATED FOR THE NEW CONDO/TOWNHOUSE LAYOUT IN BLOCK 10. EROSION & SEDIMENT CONTROL PLAN: 1. SEDIMENT TRAP 1 HAS BEEN CONVERTED AND EXPANDED TO A SEDIMENT BASIN (SEDIMENT BASIN 2) & VOLUME OF SEDIMENT BASIN 1 HAS BEEN FURTHER EXPANDED PER FIELD DIRECTION AGREED UPON WITH SITE INSPECTOR. 3. ADDITIONAL CLEAN WATER DIVERSIONS AND DIVERSION DITCHES HAVE BEEN ADDED PER FIELD DIRECTION AGREED UPON WITH SITE INSPECTOR. 4. INTERIM E&S SHEETS HAVE BEEN ADDED TO THE SET. LAYOUT & UTILITIES PLAN: 1. SEWER TIE-INS FOR THE CONDO UNIT IN BLOCK 10 HAVE BEEN UPDATED. 2. STORM SEWER LAYOUT HAS BEEN UPDATED FOR THE TOWNHOUSE AND CONDO UNIT UPDATES IN BLOCK 10. 3. FIRELINE AND DOMESTIC LINE TO THE BLOCK 10 CONDO BUILDING HAVE BEEN UPDATED. OVERALL HOUSING & DENSITY PLAN 1. THE TOTAL NUMBER OF ADU UNITS DID NOT CHANGE. EIGHT (8) PROPOSED ADU UNITS THAT WERE CONDO UNITS ARE NOW TOWNHOUSE UNITS. OPEN SPACE PLAN: 1. AMENITY AREA HAS BEEN UPDATED FROM 23,650 SF TO 22,742 SF (22,700 SF REQUIREMENT). LOT AND EASEMENT PLAN: 1. DRAINAGE EASEMENTS HAVE BEEN UPDATED FOR STORM SEWER UPDATES 2. ACSA WATER EASEMENTS HAVE BEEN UPDATED FOR THE UPDATED CONDO DOMESTIC LINE. GRADING & DRAINAGE PLAN: 1. GRADING HAS BEEN UPDATED FOR THE NEW TOWNHOUSE/CONDO LAYOUT IN BLOCK 10. 2. ROADS HAVE BEEN RAISED BY 1-2 FT TO ACCOUNT FOR ADDITIONAL ON -SITE FILL. GRADES THROUGH THE BLOCKS HAVE BEEN UPDATED ACCORDINGLY. STORMWATER MANAGEMENT PLAN & CALCULATIONS: 1. IMPERVIOUS AREA FOR "POST -DEVELOPED DRAINAGE AREA TO ANALYSIS POINT 1 (1-ON-2, ONSITE, UNDETAINED) HAS BEEN REDUCED BY 0.03 AC. PIPE & INLET CALCULATIONS: 1. PIPE AND INLET CALCS HAVE BEEN UPDATED FOR PIPES NO. 101, 103, 103A, 105, 109, 111, 113,123, 125, 125A, 127, 129, 131 & ASSOCIATED INLETS/MANHOLES. UNDERGROUND DETENTION DETAILS: 1. SWM-B AND ASSOCIATED TIE-IN STRUCTURES HAVE BEEN RAISED BY 0.9 FT. STORM PROFILES: 1. PROFILES HAVE BEEN UPDATED FOR NO. 101, 103, 103A, 105, 109, 111, 113,123, 125, 125A, 127, 129, 131. SANITARY PROFILES: 1. MANHOLE RIM ELEVATIONS HAVE BEEN UPDATED WITH GRADING 2. CLEANOUT LOCATIONS IN BLOCK 10 HAVE BEEN UPDATED WATER PROFILES: 1. FIRELINE AND DOMESTIC LINE IN BLOCK 10 HAVE BEEN UPDATED. ROAD PROFILES: 1. ROAD PROFILES HAVE BEEN RAISED BY 1-2 FT TO ACCOUNT FOR ADDITIONAL ONSITE FILL. LANDSCAPING PLANS: 1. LANDSCAPING PLANTING AND CALCULATIONS HAVE BEEN UPDATED FOR THE BLOCK 10 TOWNHOUSE AND CONDO UPDATES. PHOTOMETRIC PLANS: 1. PHOTOMETRICS HAVE BEEN UPDATED FOR THE NEW PARKING LAYOUT ASSOCIATED WITH THE BLOCK 10 CONDO. 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 IC17_1�IC��Iq�_1:il��lq�11 APPROVAL 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 L1.0 OVERALL LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.2 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 DATE Bryan D. Cichocki Lie. No. 53741 y��sSIONAL�s z O f~ a K U LU w 0 z O U) > w DATE 9/20/2022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. V r U 0 j ' W w J /Y Q Lu w IJJ t0 \ 1-1 Q 0 LL Uj L / z O U 0 0 0 0 V/ 1OB NO. 47036 SHEET NO. C0.0 L TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY BLOCK ASSOCIATED PLAN(5) STEEP SLOPES (ACRES) OPEN SPACE REQUIRED (ACRES) OPEN SPACE PROVIDED (ACRES) TRAIL&PATH AMENIN REQUIRED (ACRES) TRAIL&PATH AMENIN PROVIDED (ACRES) REC.AMENIN& CIVIL SPACES REC, (ACRES) REC.AMENITY& CIVIL SPACES PROW. (ACRES) MINIMUM RECREATIONALAMENITIES &CIVIC SPACE REQUIRED RECREATIONALAMENITI ES &CIVIC SPACE PROVIDED TOTALGREEN SPACE REQUIRED (ACRES) TOTAL GREEN SPACE PROVIDED (ACRES) TOTALAMENITV SPACE REQUIRED (SF) TOTALAMENITY SPACE PROVIDED (SF) 1 1.80 9.97 0.23 0.00 2,000 LF CLASS B TYPE 1 PRIMITIVE TRAIL 8.00 10,000 5DP202000048 0.80 0.05 0.05 405 LF CLASS BNPE 1 PRIMITIVE TRAIL 0.80 2025 5DP202100062 6.75 0.19 0.19 1691 LF CLASS BTVPE 1 PRIMITIVE TRAIL 6.75 8455 TOTAL 7.55 0.24 0.24 TOTAL: 2096 LF CLASS BNPE 1 PRIMITIVE TRAIL 7.55 10,480 z o.lo l.lo 0.20 0.00 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 3.4o s,7oo 5DP202000048 0.29 0.03 0.03 297 LF CLASS BNPE 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 L30 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 5DP2(R000048 O.OD 0.00 0.00 0.00 0.00 a o.ao o.00 o.00 o.00 o.00 o.00 5DP202000048 0.00 0.00 0.00 0.00 0.00 5-S 0.00 0.00 0.12 0.11 SOOSF NEIGHBORHOOD PARK 600 LF CLASS 8 TYPE 2 TRAI l58 4,0005E NEIGHBORHOOD PARK OR REC. AMENITY' 0.23 10,50D SDP202000045 1.30 0.11 0.62 4,4155E PLAY FIELD 1,566 SF TOT LOT 985 SF COMMUNITY GARDEN 2,707 SF GARDEN 1,135 SF PARK 3,9405E PARK 1,855 SF PARK 2,555 5F PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS BTYPE2 TRAMS 0.97 27124 5DP202100062 0.28 0.01 0.18 7,1005E PARK 107 LF TRAIL PEDESTRIAN CONNECTIONS 0.28 7635 TOTAL 1.58 0.12 0.8 1.26 34,759 9-11 0.35 0.00 0.50 0.13 SOOSF NEIGHBORHOOD PARK 2,170 LF CLASS BTYPE 2TRAIL56 6,0005E NEIGHBORHOOD PARK OR REC.AMENITY� 0.63 22,700 THIS PLAN 1.64 0.61 0.32 2,1125E PLAYGROUND 4,4345E OPEN FLEX SPACE 7.1005E REC. AMENITY 1,137 LF CONNECTOR SITE PATHS 1.33 2z742 SDP202100035 0.00 0.00 0.00 0.00 0 TOTAL L6M1 0.61 0.32 3.33 22,742 12 0.00 0.00 0.00 0.19 6,5005E ACTIVE USE REC. AMENITY 0.19 6,500 5DP202100036 0.00 0.00 0.19 6,500 SF ACTIVE USE REC. AMENITY 0.15 6,900 TOTAL 2.28 7.D7 11.57 1.05 1.07 0.39 1.54 10.91 11.68 56,40D 84,922 aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 6FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11 °SPACE REQUIREMENTS IS CUMULATIVE AND MAYBE PROVIDED USING NOT MORE THAN 6 SPACES, NON E OF WHICH CAN BE SMALLER THAN SOO SF DISTRIBUTED ACROSS BLOCKS 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 / 1.10 7 0.60 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 15 0 0-61 15 0-34 8.3 15 100'� 2 0 0 0 0% 10 20000 0 26 0 0 18 8 11-62 26 6-34 14.4 10 38% 4 0 16 16 62% 1.80 URBAN DENSITY 11 5.40 MIXED USE 20000 0 46 0 0 45 51 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 8 104 149 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. o�,TH of �f Bryan D. Cichocki U lie.. No. 53741 °p � 2? �4 o��SSIONAL M E 0 U N Vi N C > E w v E w v E Q a o 3 p LL - wO `mom 0 W L M d_j U00 Z - in O a>oN C7 Liu N� CL w 30'x U w oa �w i c ry Z Fva� O c H n N W M Of ' FOR BLOCKS 9-12, 1.5 SPACES/ UNIT REQUIRED FOR MULTIFAMILY/APARTMENT RESIDENCES. 00 a v F- U K 0 O C7 O K S H p w > w w = Q U Z O U7 DATE 912012022 O } DRAWN BY M. DENHARD 1 • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE N.A. • • 06 1� T� V , U) W m U O > Z LU W a wO m rl a _I O LL W (Uj W v • � Q aU O � W 0 O O O `2 1 �O V/ JOB NO. 47036 SHEET NO. C0.1 PARKING REQUIREDANDPROVIDED TOTAL PARKING ASSOCIATEDPLAN(S) LOTS HOUSING TYPE TOTAL PARKING SPACES SPACES PARKING SPACE LOCATION REQUIRED PROVIDED 1A-ID, 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 =185PACE5 SDP202100019 MULTIFAMILY(2)6-UNIT (2SPACES/UNIT)X(20 �(2gDAVAN) (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 58 HORIZON ROAD, (2) ON CARDINAL 23, 25-32 TOWNHOMES UNITS)=58SPACES HILL LANE, (2) ON WARDELL CREST (1.5SPACES/UNIT)X78 (148)GARAGEANDDRIVEWAY UNITS=117+20GUEST=137 171 PER UNIT, (23)ONSTREET/ALLEY THIS PLAN 1-78 TOWNHOMES (1.5SPACES/UNIT)X(8 12(2ADAVAN) (12) ON STREET/ALLEY 79 MULTIFAMILY(1)8-UNIT UNITS)=12 HOUSING MIXTURE PLAN BLOCK HOUSINGTYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SDP202000048& SDP202100019 Number provided this plan (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 Market Townhomes Rental Unrestricted N/A 0-30 0 70 70 HabitatTownhomes Ownership 25%-80%AMI 40years 0-30 0 8 8 9-12 Habitat Condominium Ownership 20%-80% AMI 40years 0-30 0 8 8 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 STEPBACK9 MIN. N/A N/A 15' 15'-= 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 lic. No. 53741 9/Z�2S- y*OI:AL .0 M E O O U N � N C > E w v E w v 3 Q LL O 3 p LL - wO `mom J V 00 W J —N d O N � N � Z W vIr 30'x oQ �v U-) F ¢ . c YM N � M a� o w Z O a_ U V m W 0 Z O U) w Of I DATE 912012022 DRAWN BY P DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. ONE f 0 U 0 MJ W uu J N w ED 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 mSTORM �� -S� EXISTING SANITARY SEWER 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 g• yy PROPOSED WATER LINE BENCH MARK R g• yy PROPOSED VALVE CLEARING LIMITS - iT! g• NI PROPOSED TAPPING SLEEVE -� R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) - - 200 - -- EXISTING CONTOUR GRADING 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB BC = BACK OF CURB TC 240.5 PROPOSED SPOT ELEVATION EP = EDGE OF PAVEMENT TW = TOP OF WALL 1Q PARKING COUNT BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT MANAGEDSLOPES PRESERVED SLOPES ACSA GENERAL WATER & SEWER CONDITIONS GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION AS REQ UIRED UIRED BY THE LOCALITY. THIS Q 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 1 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 laic. No. 53741 i111eo 2 qG�*ONAL .0 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� no O oc 0 Z O a it U to w p Z O U) w n' 14 DATE 912012022 DRAWN BY P DENHARD DESIGNED BY M. DENHARD 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 U) 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- - - _77 : - .• 5° TRENCH PLACEMENT EDGE OF PAVEMENT >� PAY LIMITS FOR OUTLET PIPE T( SHOULDER LINE \ BEGIN WITH 45° F PAVEMENT SURFACE M BASE L ELBOW OF TOE OF FILL 00000 00000000000 00 �-SUBBASE (TW'yP CPLI .o. o00-o000000. o. o_ . o6000o F-SELECT MATERIAL TYPE IORX O/ o #57 AGGREGATE, #8 AGGREGATE OR CRUSHED 141 CLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW F CEOTEXTILE 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 - o - o - o - SELECT MATERIAL TYPE I OR SUBGRADE o-oo.o o�oo-o o (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 STABILIZED. 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 LME 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 UNDERMAINS. 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. 3E10M TESTED ACCORDING TO MTM D-2412 AT 5X 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 c0-z (`L _.P -UWTS OF PAY FOR Mn:a.;I LIfIL I 1 ,(- 1 O 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 yWAL)a-4l TOE OF FILL I- PAVEMENT SURFACE BASE o 0 0 0 00 0 0 0 0 0 0 0 0 0 o SUBBASE / LIMITS OF PAY FOR OUTLET PIPE .o-o. 000a 0000:o0-0.0600 o�-SELECT MATERIAL TYPEIORII PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN •T #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. 0„ DRAINAGE FABRIC NON -PERFORATED OUTLET PIPE OR SURFACE M BASE TYPE OF PIPE CRUSHING STRENGTH "( W.T. 4" NON. DIMETERI X W.T. 6" NON. DI METER SMOOTH WALL PVC 1 .103 0.153 SMOOTH WALL PE ]0 P51 N** 70 PSI XXX 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE o - o - �- SELECT MATERIAL TYPE I OR SUBGRADE *WALL THICKNESS (WIN) -INCHES _ oho-o o (CEMENT OR LINE STABILIZED) X)O(TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. #57 AGGREGATE, ke AGGREGATE OR CRUSHED GEOTEXTILE GLASS MEETING #8 GRADATION REQUIREMENTS. FFAABRICGE 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. I= DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS. WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UDERMAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CO-2 - INLETS OR MANHOLES. 5'-0" SIZERNO. 21B (0'BASE MIN?DEPTH) 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 I REFSTANDARD COMBINATION UNDERDRAIN XVDO'F ERENCE ROAD AND 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) SH&L BE PAD FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STMUZED 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. ALLOWMLE CRITERIA FOR THE USE OF W-6 IS BASED ON ROADWAY CLASSIFICATION 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 PND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 E A U A R1-1 STOP *Reduce spaciq 40% A B C D E F 18 .375 6 6 C 3 775 24 .63 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 \\ 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 9 8' 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.OA 3" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE \/\\\/�\\/\\\/\\\/\\\/\\\/�\\/ COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 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 G C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) �n 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-6 C%L 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' 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) o 5e Bryan D. " hocki Lice. Noo.53741 0 Y��SSIONALC'�l� M E 0 0 rn U N vi N >E G E w Q LL o 0 U_i W O n IO ti Q j U Go Z W J N -UT Q v z �2 mt CC H X U �KNU- �' UJ o o Q 2 C N Z ~ C _O (n 0 N > N M K a � N J o w � f- v DATE 912012022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE N.A. • C6 0 T T\ `U) 0 U O > J_ W J !Y Q W J' LU 2: 0 TI Q 06 LL � �O T< O Z i 0 III 0 0 2 0 IDS NO. 47036 SHEET NO. Cl. 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 12 S7 HINGE OUTSIDE ELEVATION 3 SIDES VARIES VARIES If IIIIIIIII NOTE: ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVA TION 3 SIDES 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 ,/8„ 1'1 1.5"ALUMINUI RAIL (TYP.) 1 x 4^CAP OVER OUTSIDE GATE VIEW .A u.A�o I �n vvn«w INSIDE GATE VIEW 12" MIN (TYP.) (TYP.) EXP. rJOINT IFINISHE rGRADE A WASH ►I 1'-4" EXP. 8 CORE DRILL CONCRETE FOR JOINT ° HANDRAIL POST, EMBED 5 HANDRAIL A MINIMUM OF 6" 1/8 BELOW FINISHED GRADE AND WASH GROUT TO THE FULL DEPTH °I. `'. 4 OF EMBEDMENT (TYP.) g" 5" # 57 STONE #3 REBAR (12" O.C.) 1-0" _ ° (2) #5 REBARS, BOTTOM CONTINUOUS, • LAP 2'-2" AT SPLICES OMPACTED SUBGRADE 3" EXTERIOR STAIRS No Scale CONC. STONE 4 x 4 METAL POST UNLESS x 4 RAIL OTHERWISE NOTED YP.) ON PLAN 1 x 6 TRIMMER 3'-0" 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' 1 8' 8' TYPICAL VAN T ACCESSIBLE ACCESSIBLE HANDICAP SPACES No Scale SIGN SIGN AND POST DETAIL No Scale 1 PAINTED STRIPE 9, (TYPICAL) C7xeP1w_1C&9weN1q STD. U POST GALVANIZED POST TO BE DRIVEN VA. SIGN FOR THE DISABLED ON 0.80 GAUGE PRIG ALUMINUM. f�CWG ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PBIALTY PBJALTY tACCESSELE 0 FNE IM - W RE Y ZONE TOW AWAY ZOPE N 6' ABOVE FINISHED GRADE ADA PARKING SIGNS No Scale 2" 5•• N 2" R b(;• 3' 4„ •p, 6. 6' SURFACE c 5, e, SEE < . NOTE 4 �' • �•• o. E. e, • �' �' BASE c o.. 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 CF 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 ADJUST 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) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXSTNG ASPHALT LAYERS - PROPOSED ASPHALT LAYERS -------- EXSTING SUBBASE-------- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING 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 SHALL 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 MD 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 TE-N LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. DO-rROAD MI) BvRIDG ANDMDS ASPHALT PAVEMENT WIDENING `REFN NCE SHEET 1 OF 1 REV5DN DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.U2 VIRGINA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 3 PIPES ARE ENCOUNTERED. SHAPE TO ELEVATION OF MIDPOINT OF LARGEST PIPE. I CO pO I I I I I I I I SLOPE TO DRAIN TO INVERT OF OUTLET WE SECTION A -A METHOD OF TREATMENT IN DROP INLETS \� SSAWRIRIG OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH THIS DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED \ SLOPE TO DRAIN ON PLATS OR WHERE INVERT OF PPE IS ABOVE INVERT Of ON LAUNE. 1 TO INVERT OF j OUTLET PIPE MANHOLE DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILEDHEREON IS TO CONSIST A n PORTEND MIXCEMENT CONCRETE MIX CONFORMING TO CLASS A33 OR / v CLASS 4, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE TO 4i1 IN DIAMETER MID CONSIST OF STONE, BROKEN BRICK, UP' BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE / %'• SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED, • , ' DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - w PURPOSES ONLY. EACH MANHOLE M DROP INLET IS TO BE SHAPED - - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET ARD OUTLET CONlGURATDN PAID FLOW LINES. PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES XNDOT SPECIGICATION ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 REV510N DATE MANHOLE & INLET INVERTS 302 108.08 I VRCNU OEPARiLENT OF TRANSPORTATION I THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REV. 9/ 201A4 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 p p p 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" -I T-0" MIN. DEPTH OF T• IS MANTAINED COMBINATION 4" CURB & GUTTER VIRGINIA DEQARTMENT OF TRANSQORTATION 105 502 Bryan D. Cichocki U laic.. No. 11141 Nell SSIONAL �lyG A M E CD CIDO OM Vi OM C > E a E uJ U 3 v Q LL o 3 p LL wO 0 `m ^H O W L M �_j U00 Z - Hn O d 7 p N CO Nu rv� a w 30'x W W ur) i ry Z O Fv> c Uri H ry W n M Of d CDU.1 DATE 912012022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE N.A. 06 O 1� 0 T� V , O Q Cn J > W CIOCY cac W ' G W J co 1 I Q 06 LL V) z �O T O Z li O O 2 O U) JOB NO. 47036 SHEET NO. C1.2 c a 2 C O 0 L 3 a v 0 O X ECL �0 o � C m "- E O a C N D_ 0 O a. 0 0 3 Z Z m O E 2 a ~ 0 `o� 0 Q§ 0 0 m 2 Y 3 0 a X C 0 O 16 .E 0 1215 O O 2 0 E `o 0 m o � a c �F5 10 a o 2 h O m �o nE F E L 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 �4 1 1 YW. 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 0 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 NIS --- FIG. W-8 FD-19 AIR RELEASE VALVE � BRONZE GATE BRASS OR BRONZE PIPE -� gg- NOTES: 1) A PRECAST MANHOLE CONE AND COVER NTH WATER CAST ON UD 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 MG. W-9 TDTD=20 VARIES BOX TO METER BOX (SEE FIG. W-60 THRU W--7E). VARIES` 2' 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-5 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 PS.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"-111 METERS) NTS FIG. W-7 TDTD13 PETER SIZE DIMENSBId6DIMENS A IIXJ B DIMEMSRIN C 3'1''dB'3.1'5'4'5' MIN. MIN. ' GREATER THAN 4' PROPOSALS W11L BE SUBMITTED, i B i DDOR HINGES r------ ---- -----7 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 24' X 36• ALUMINUM ACCESS iATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. T LENGTH OF BRANCH VARIES (2 MIN 2' TO 10' (270� 18'-22' ALVE BOX 7 CU. FT. #68 STONE 42"MIN 6" GATE VALVE . I �':• 'r . 8. X 8• s TEE 2500 P.S.I. CONCRETE / BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL FILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR EN A HYDRANT IS LOCATED IN A FILL IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS 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 M.J. GATE VALVE WATER LINE i' L- i . . 2500 P.S.I. CONCRETE '• 8 ° 2'x 2' BEARING AREA. THRUST BLOCK d a. 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 NO SWEATED nrRX= I I DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED CH PVC PIPE. NTS FIG. W-5 TD-9 0 / FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' ^' MMPRESSION x J/4' MAI£ PIPE COUPLING PPROWD EQUAL 'OR USE ON DETACHED SINGLE FAMILY iESIDENl1AL SERVICE WHERE AN IRRIGATION 'EIER IS NOT PROVIDED. CAST IRON uD �FMISHED GRADE 3B- MIN. -COPPENSEr1FR � - 1/8 BEND COUPIINGAtpd METER CORPORATION STOP :>Y�rb"., �j BRICK AS T''�:"'^ NECESSARY YS.?'Favy., SAND OR DUST UNDER ;y E n=`�)1 4• DIAMETER MAIN PIPE, 12" BOX ArvD SETTER (2-INCH .d 4 LONC STONE POORET, MT MINIMUM THICKNESS) SPEC. 203, No 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TDTD=TOO 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 PIPE A B C D E F e 1'- 2'-3 2'-B' 1'-2 2' 1 1/4 Or Z- V-0 2'-6' 1'-6 2'-r 17 1/4- 10" 2'-9 3'-9 2'-6' 2'-0 3'-0 2" I T-0 4'-3' 3'-0' 2'-3" 3'-B' r is" 3'-6" 5'-6' 3'_3. S-0. V-6.2 I/2" 4' - 8 2'-6" S-0 2'-6' 1'-e 2'-8" 1 I V B' 3'-D 4'-3' 2'-e Z-V 3'-3' 2" 22 1/9' 10" X-3" 5' T-0 2'- 3'-9 2' 12" 3'-9' W-3 3'-0 3'-6" 4'-3 2' 5'-0 7'-8 3'-3' 4'-0' 5'- 2 1/Y 4" - B' 3'-0" 6'-0 3'-0" V-3" V-3' 2 7 4' 8' 3'-B 8'-8 3'-0' 3'-e" 3'-9' 2 1 4' LIs- 45' 10" 4'- 7-e 3'-0' 4'- 5'- 2 1 4 tY 5'-3 9- 3'-3' 6'-0 5'-B 2 1/P" 18' 8'- 11'- S-B" e'- Y-3" 2 1 3" THREAD 1 NOMINAL 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 fJ' Top Vlew Q.: A , 6" MINIMUM 4' MINIMUM 4" MINIMUM d . • F d O °.v NOTE: RESTRAINED JOINT FITTINGS. rGinSide Mew 42Minimum • e%ed°Steel Beam, (mtn. size) •--\ .° 3' min. penetration into undiaturbed soil or as approved by the ACSA. �1-��:Ii.��ll■IILII.IL��:11 NTS FIG. W-3B TDTD=S ASTM A38 AND HEX NUT AMU A588 (TYP) UNDISTURBED EARTH /- UNDISTURBED 2 - 3/4" CIA / SOIL (TV) ALL -THREAD ROD ✓ �: �:N'' WATER MAIN U ® it zo �3 VALVE -� •" is 24" MIN UNDISTURBED EARTH PLAN '•:':'j' CLA55 A-3 CONCRETE MN �" EGA -LUG 144y.. ♦ ..4 44"S$ ::titi�i4°ie''S°S°be,•q"•�iSPtio "ly:.•.$'ititi`ti:P: 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 GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES TUTS Fig. W-30 m=6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES -ldi>-a•- 101 1 5' 1 I ._. I I 5'. I F WATER SEWER 3 A 13 Be £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM IR 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 & EASEMENT WIDTHS NTS FIG W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 7Rz74"�1ININITIAL BACKFILL * 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• e. SOIL MIN. MIN MIN. #68 STONE �_ =-GRANULAR FILL AS APPROVED BY ACSA STA I bHc STABLE SOIL OR ROCK, NOTE L 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 T 90 2.50 2.50 3.01 0.24 4' & 8" 45 2.00 225 260 0.15 200 225 2.5D 0.15 221/2 1.50 ZOO 2.52 0.10 111/4 1.50 2.00 2-50 0.10 90 3.66 3.16 3.21 0.48 45 268 266 2.77 0.26 B. 221/2 1.88 218 289 0.13 3.16 2.91 266 0.32 111/4 1.68 218 287 0.73 90 4.83 3.83 3.42 0.83 E 45 3.33 3.58 NIS 0.43 3.63 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 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS FIG. W 3 TD-3 Bryan D. Cichocki U Dice. No. 53741 AP ! �2� �4 o�41 ZONAL yl1� �fv M E 0 o N Vi N C > E ai E w > Lu Q LL o 3 p M. W 0 m a W L M ¢�_j UDo Z - Er; O CE 7 N f/1 N v In W w OL 3 O x U) W U) i c ry Z O Fv<M c U) N W N M Of W J o w Lo ♦- � L Q z O v DATE > � 912012022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • N.A. 1�1 C6 J0 ' 1 T\ V , 0Q J > Lu Q UJ J' DO w r�o�A 1 I Q co UL V) ui O W `� 7O O Z I� 0 0 2 0 U) JOB NO. 47036 SHEET NO. C1.3 c 5 Oi C 0 m 0 3 c a. D vOf o CL BZ 20 o 2 c 2 T O a C N R d O C O (D 3In Z m O B � a 1- F 62 ZE Q S C d m 2 Y X C 0.0 16 `o 0 12 c o 0 m C' a c �a !o a 0 RI o m� co 0 m nE E F_ L ,TH 0 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE � f AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 0 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 MANHOLE PVC CROSS °� Z - r~ be. No. 53741 BE CONNECTED USING A PIPE SADDLE. LOSE APPROVED FLEXIBLE RUBBER y� e BOAT, d '!Ozz 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE z1c �Q (1/4" PER FOOT ) ! 0 �SSIONAL ��° o r� 3000 PSI CONC. BASE � F'L � ROADWAY [L 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN } 4 ° y DIAMETER OF 4". GASKETOU e • STOP C@1PLING ° BENCH SLOPED TO FLOW 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 27' CHANNEL 1/4" 1' MIN OF 3 FEET. `•'' ✓.,, DROP PIPE PIPE STRAPS •:,GIs •• •� .t: f- SALT (STAINLESS STEEL) o SPACED EVERY . 'n„+: -_ , . • • E+1 CD TREATED a < 2' VERTICALLYP.`t . `i ` ` u N g FINISHED GROUND MARKER 90' RESTRAINED BEND •;, *", i Y `1 BRANCH ¢ O i = PAVEMENT m I SEWER 12" �- > E N E a, ." • PIPE /I w ", •" '� 3 T_ 42' MIN. ,ay a .esa .. SEWERPIPE a _ 4. 2" Q LL O LL 0,25' MIN. THICKNESS COATED ��EE BAND INSULA�STAINLESS 42' MIN. PAN _ m ~ w L �y STEEL CASING BOTH ENDSFILL W ¢JUm Z PLUG END OF PROFILE > o rn O d N t " I MAIN LINE SERVICE LATERAL SECTION MIN: 6' BEDDING WITH NO. 68 STONE w N N M .~a. t e; 45•D'O" 1.HEIGHTOFTHEVERTICALDROPPIPEWILLBEDETERMINEDBYTHEACSA,BUTSHALLNOTBELESSTHANIWO FLEXIBLE CONNECTION NOTE' G Z � CK U 2'-V 7' OR 8' 7' DR S'� 2'-0' (z}FE1T. WITH STAINLESS STEEL ALL CONNECTIONS TO a o N ¢ 1 * 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL o W ?" p UCTILE IRON PIPE 18' OR 20' JOINT OF D.I. I �� THE DROP FITTING WITH STANDARD GASKETIOINT. i j BE CORED AND A FLEXIBLE " " = c N Z ESTRAINED JOINTS) 3. VERTICAL DROP PIPE SHALL 13ESTRAPPED TOTHE MANHOLE ATPIPE JOINTS. STRAPSSHALLBEMADEOF CONNECTION BOOT = U a O NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF STAINLESS STEEL INSTALLED O En ° N in > PAVEMENT, WHICHEVER IS GREATER. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT W 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. IN UNE WYE-TEE TO SPRING LINE OF MANHOLE INVERT. r�'1 v Of 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT DF PIPE JOINT. PLAN S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TYPICAL MANHOLE PLAN 00 C0 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT90 DEGREES FROM THE ACCESS STEPS. WATER VARIES 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12• DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - N TYPICAL STEEL SLEEVE INSTALLATION TWO8" DIAMETER DROP CONNECTIONS. UNDER ROADWAYS R CK SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NITS o N.T.S N.T.S. N.T.S. FIG. W-10 FIG. S-1-B L=a FIG. S-2 FIG. S-1-C2 0 O K TD-33 TD-30 TD-27 = H w > w w F_ _ ¢ p Q FRAME & COVER �E o DATE FRAME & COVER (SEE FIG. S-I-D,E) U) E W SEE FIG. S-1-D, E > REMAINING BACKFlLL SHALL mN �� 6 o u STREET SURFACE OR NON -PAVED AREA STREET SURFACE OR NON -PAVED AREA O 9/20 2022 / NOT CONTAIN ROCK MATERIAL g 8m } DRAWN BY 360MIN LARGER THAN 5" IN ANY 0 ° va E SLOPED AREA SLOPED AREA I DIMENSION 24 . EB ° a E ``.'.r:;'"=M' Y-o" MAX z -O RUBBER COATED STEEL STEPS a CAST IN PLACE =='sT.c�:i1"r.;•Yee MAX M. DENHARD INTIAL BACKFILL* :�� 1'-0" 8"MIN (6" LIFTS) EMBEDMENT « THOROUGHLY COMPACTED _ PRECAST REINFORCED CONCRETE "0" 2'-0" DESIGNED BY SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER i s E 51< E E p Q� E g SECTIONS NTH RING SEALS e OR APPROVED EQUAL v • • M. DENHARD HAUNCHING N0. 68 STONE -O- �gRUBBER ea o m 3'-0" MIN COATED STEEL STEPS CAST IN PLACE 3'-0" MIN BY BEDDING 6" max x.. 1U q ° E 6GU THE DROP CONNECTION SHALL BECHECKED 0 DUCTILE IRON PIPE (CLASS 50 PRECAST REINFORCED 4" min OUNDATION SHALL BE REQUIRED WHEN SOIL Li-5,11' 9 E N �_, E" E 5" BACKFILLED IN 6" LAYERS AN9 COMPACTED BY HAND TAMPERS OR 12 MIN ® BACKFILEED WITH SELF -COMPACTING CONCRETE SECTIONS 12" MIN "0" RING SEALS 16" MAX • B. CICHOCKI SCALE CONDITIONS W . E 18' MAX STONE. MINIMUM ELEVATION ARE UNSTABLE<� �� " 10 DIFFERENCE ACROSS M.H. 5" 4'-0" ALL PIPE) E 5" • N.A. kE by MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN FROM INLET TO OUTLET +o2 �,mm_, .' 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 FLOW � CHANNELL TBE FlLLETS • 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 & OULET PIPE SHALL BE ' . 4 PROVIDED. 2" ; tr: s'"';. ::...o' CONTRIBUTING '- ,��- SEWER. jT� 'b °•• 12" • J 1-1 BACKFILLED ENTIRELY WITH NO. 21A FT A FILLETED INVERT FOR A SMGO • ',e'.I J STONE. FOR DUCTILE IRON PIPE THE BOTTOM THE ORENCH SHALL BE SCRAPED 3/4 DIA OF LARGEST PIPE IN MANHOLE TRANSITION OF FLOW BETWEEN2. INLET & OUTLET PIPE SHALL BE M AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED' -. $r P E, E g $E ° MIN. 6" BEDDING WITH NO. 68 STONE PROVIDED. 6" BEDDING MIN 6 3-WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" �� NOTEs: NOTE : W/ N0. 68 STONE W BEDDING OF NO. 68 STONE ' N" B" N8 15 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 JOINTS, LIFT HOLES INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. 41 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 NTH 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 { FIG. S-I-C � V ( l TD-34 1D-28 TD-25 O vJ PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE ¢ �- --- WITH PART V. SECTION G OF THESE SPECIFICATIONS. J i J LLJ J SLOPED AREA RUBBER COATED STEEL STEPS �<:,;�`. < CAST IN PLACE FRAME &COVER •�,�' , 4' ¢ W (.) ,• (aSmDd uA muLm ON Tn %4Y Wk..0 DA 27 1/2- DR 1 t/2' G BOLT WNwe. 1/4- DR 7. X[66>mm]w SEE FIG. S-I-D, E PRECAST REINFO00"RCED CONCRETE •T : � • . ': DOGHOUSE BASE• ONCONCRETEBLOCKS •, SEWER PIPE EXISTING SANITARY ' m Q �- -� [t7Bmm] I- z4' Du [BO6mm] SECTIONS WITH AP RING SEALS OR APPROVED EQUAL 1'-0" MAX 2-0 :. . . ` DOGHOUSE OPENING SHALL "' � . +', � + BE PREFORMED 8Y � �', % A MIN. 12" CLEARANCE ' ! e • BETWEEN EXISTING PIPE MANUFACTURER OR •• "'Y. AND STONE BEDDING SAW CUT TO FIT PIPE '. * {.."•.. • J � -J LL W OUTSIDE DIAMATER' �". ,ay PLUS 6". W 1'�' W IB 7/16• DR [7z2mm] [t5mm] A FITTING MAY BE REQUIRED p WITH ACSA APPROVAL 12" THICK VDOT ��, ///•�� z 0 0 36 Dw " zs' [Btsmm7 [66Dmm No. 88 STONE BEDDING O O t 7/2' FRAME$ CTION 13/t6' (- [3OMMI a 8"XB"XI6" AND 4*XB'X16" SOLID CONCRETE BLOCKS ` (� z [20mm] JI. s• (51mm) uTmns (1,,E D Fursx) THE DROP CONNECTON SHALL BE 3'-0" MIN DUCTILE IRON PIPE. (CLASS 501 CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE BACKFILLED IN 8" LAYERS AN [zomm7 NI A 3i/e' t/X• SP Ry [7Bmm] [t3mm]� ► 22 t3/16' p COMPACTED BY HAND TAMPERS OR S' BACK TILLED WITH SELF -COMPACTING STONE. in nnunu nun:....... n: :: nia:a nn:nnn,:n:nnn..nnr... n..... in u:iin:nn:inn MANHOLE OPENINGFILL DOGHOUSE 2 1/B' 3 13/16' [,7 MIN ABOVE BASE SHALL AROUND EXISTING PIPE L'S4mm [B7men] ] e 71/76' 1 0/6' I635mm] L3sE,mI G/16' 0.0. OF aR GROOVE [77mm] [t4mm] SECTION VIEW t e0v /O (6mm) Dw 1. MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO ® OUTLET SHALL BE 0.20 FEET 5• ON CONSTRUCTED `�� AS SHOWN NTH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT Q SIR SEE ASSp10LY NEOPRENE C-/SXEf MAL 120MIN 12"MIN � A FILLETED INVERT FOR A SMOOTH (z) b R 1/16 X 5/6 X 1 1/2 VARIE _ TRANSITION OF FLOW BETWEEN O S fL (2) CdKD i1B00' RUBBER PAR( pOBB1D15 SEW PXXBW6 6mm t 3/B' (z) e r 5/B-11M 1/z SS .• INLET & OULET PIPE SHALL BE ALLOW CONCRETE WRAP EXISTING PIPE WITH 0 2400 [41mm (4 aD9B1050 V2" PLAN VIEW 1 t/B' (zsmm) Du Boss [&R'R [f3mm DR. STAINLESS stm. Roo vAORr/""ppaeiile ,so ss ... PROVIDED. A �� FITTING DIMENSION VARIES PATH SLOPE. 7O FLOW A MIN. 1'-0' BEYOND BASE NEOPRENE GASKET MATERIAL BEFORE FILLING THE OPENING STRUCTURE IN O PICKBAR a IACKf.UG HOLE DETAIL z) xur NX s/0-t t 2N NYNE op6612BV " ' 'r a • • - ' ' 12 ., � " LY; : •' •.... D.• • � �� i. 'L NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 1.NOTES: ALTERNATIVE DESIGN )N# ALL MNAMWS V4THIN R YEAR FLDGHT C WN OR LOCATED IR AREAS SUBJECT TO FLOOMNB SHALL HAVE MATFRTIGXT FRAME @ COVER.a NUT HX JAM 5/8-11 2H3/4 ZEST COVERS Tw ED O FRA ONG LU S M Slli # W901120 3 couExs sHAti BE Flx6o Tp FRAMES vATx Locwxc wcs oR sEm7AR ASSD DIA �' LARGEST1 PIPE IN MANHOLE 12" MIN. CAST -IN PLACE S� 12* M L TYPICAL WATERTIGHT o�ri'PARrf 0o 0505 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 Iilnlun...... nnnn:...... unnnnunuln, nnnnu...... nn: ETnn:....nu.....I ul 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-C1 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 9/23/2022 10:00 AM I by Matt Denhard F- D X 0 n O Z 0 O N O 00 O X Cz U) N D m 0 U) O O O D r m /'sue%/ � o r O rn N r O n a own 5 =v 'o P, I I r o I � V ® o fill z _, / / _ � ^ V 1�. `\ _e, � O Lip' � `T. 1•r' </ ��/ f Q ,1 TIMMONS GROUP m $ - SOUTHWOOD REDEVELOPMENT - VILLAGE 1 po tD , COUNTY OFALBEMARLE VA 1p WATER SYSTEM HYDRAULIC ANALYSIS - LAYOUT These clans and associated documents are the exclusive crooertv of TIMMONS GROUP and may not be reoroduced in whole or in cart and shall not be used for anv 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 _ DATE REVISION DESCRIPTION S O U T H W O O D PHASE 1 _ BLOCKS 9 10, & 11 n = m o n 3 0 3 0 n m V m z n n n � o 0 O� o COUNTY OF ALBEMARLE, VA m o o= m= Z N m 01 FIRE FLOW DATA ` o 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. L 177 t b N M 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 • AVERAGE DAILY DEMANDS: • �.. RESIDENTIAL UNITS: FLOW FACTOR = 270 GPD / UNIT ••• DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND = 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK •• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT •• BLOCK3: ••• RESIDENTIAL UNITS = 22 ••• AVERAGE DAILY DEMAND = 4.13 GPM AT J-11 •• BLOCK 4: ••• RESIDENTIAL UNITS = 10 ••• AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 •• BLOCK5: ••• RESIDENTIAL UNITS = 71 ••• AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 • �•• BLOCK 6: ... RESIDENTIAL UNITS = 6 AVERAGE DAILY DEMAND = 1.13 GPM AT J-11 • :.. BLOCK 7: RESIDENTIAL UNITS = 6 see AVERAGE DAILY DEMAND = 1.13 GPM AT J-14 •• BLOCK ••• RESIDENTIAL UNITS = 5 AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 •• BLOCKS 9-11: • .0MIDAPARTMENTS FLOW FACTOR 60270 GPD I UNIT •••• TOTAL DEMAND = 18,630 GPD •••• DURATION = 24 HOURS ••.• AVERAGE DAILY DEMAND = 12,94 GPM ••• TOWNHOMES = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT ill 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 GPD .••. DURATION = 24 HOURS •.•• AVERAGE DAILY DEMAND = 6.00 GPM ••• BREEZEWAY UNITS = 116 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 31,320 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 21.75 GPM AVERAGE DAILY DEMANDS FOR MIDRISE APARTMENTS, ••••• TOWN OM S, STUDIO 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: • .0.0 ONE BEDROOM OW FACTOR ID270 GPD I ENTIAL UNITS - 15 UNIT •••• TOTAL DEMAND = 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 •••• DAILY DEMAND KIICHEN5,000SF 19GPMATJ-2 • COMMERCIAL •••• FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS e• AVERAGE DAILY 500 DEMAND AND = 6.94 GPM AT J-2 •.. RETAIL SPACE •••• FLOW FACTOR = 250 GPD 11,000 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 GPO •••• DURATION = 8 HOURS .••• AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 • ... FUTURE RESIDENTIAL UNITS UNITS = 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 • MAXIMUM DAILY DEMAND =AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 • ISO DEMAND = 2,500 GPM •• 1.250 GPM EACH AT H-2 AND 111�3 CONCLUSION • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. • AN AVAILABLE FIRE FLOW TABLE WAS PROVIDED FOR REVIEW BY THE AUTHORITY HAVING JURISDICTION. THE FLOW WAS CALCULATED FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL PRESSURE LIMIT OF 20 PSI. • PRESSURES IN THE SYSTEM EXCEED 80 PSI, PRESSURE REDUCING VALVES MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE REQUIREMENTS. xx 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 Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street HYDRANT FLOW TEST Ten Date: 12/19/2019 Test Time: 10:00 u m. 60 - Static Pressure-62 PSI f Residual Pressure'. 59 PSI Observed Flow: 1,313 GPM �� Note: Glow test results were provided so by Albemarle County Service Authorlry. ely \ _40 \ P \ \ E \ Observed Flow \ ins, rProjected Flow \ Dhk1NMER: The flow test results are based upon information gathered at the time the test was Performed no 10 variability of the water system due to changes in usage, demand and operating coeditors precludes guarantee that expectations regarding available pressures and flows will be boxhing. Projected flaw beyond the observed Row is on IV an estimation. n 0 1,000 2,000 3DCO 4,000 5,000 6,000 Inew om FLOW SCENARIO JUNCTIONS HYDRANTS J-i I 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 1 433.0 441.1 453.0 452.3 STATIC 66.9 662 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 90.3 78.2 80.9 82.7 61.9 66.3 65.8 72.7 79.0 84.0 86.4 90.7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MDD) 66.6 65.9 65.0 66.3 75.7 7&0 81.4 853 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 82A 84.8 89.0 85.5 80.3 80.6 PHD + ISO DEMAND 48.9 45.0 39A 41.0 50A 52.3 55.7 59.9 61.0 626 64.3 61.0 %4 53.8 51.7 544 56.3 48.0 45.9 40.0 46.9 52.8 57.6 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.)i_ P-1 409 12 P-2 246 J 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 8 P-10 39 81 P-11 238 7 P-12 165 P-13 183. P-14 14 1 al P-15 80 P-16 142 8 P-17 158 P-18 55 81 P-19 159 P-20 14 P-21 64 8 P-22 182 8 P-23 85 8 P-24 124 8 P-25 164 1 8 P-26 87 1 8 P-27 24 11 8 428 299 11 8 --- ---- - e_ Ablisiguirls Hydrant Flow Date of Report Sery AU�1�rf�l/ Y 12/20/2019 Test Report Location OLD LYNCHBLRG RO ®g Aa n ® Date and Time of Test 12/19/2019 !O:OO:OOAM Minutes of Flow 2 a m@ se ea >o any ©9mti a65 Pipe Size (inches) 12 ewe.®e® " 9 a- to valid, a men Pressure Hydrant 12032: by a Static Pressure (Pell 621 -°re ° r� r z ®Papaw M c ®03 v' snaa 'r' v UiV[3O Residual Pressure (psi) 69 J - Q20 Looped Q20 Multiple lnline Hydrants Q20 Single Flow Sprinkler Test Single Flow �bS Jf, IrP Flow Hydrant •1 12030 Pitot PNhbkae #1(psi) 62 Yellow 1 >I Test Flow 1 1313 n Flow Hydrant g2 Pitot Pressure ■2 (psi) Yellow 2 Test Flow 2 0 _ Flow Hydrant g3 Pi[o[Pressure •3 (psi) Vallow3 Test Fknx3 0 _t„a °g Total Estimated Flow (gpm) 1313 w�n�" a s no sa mn®®„ oa era♦P. ,, a 1®.6° .. AWWA Q20 Calculation(thil g1 b • ® wma . Sga w e _ "r" e Comments P o Hydrants opened all the way. One pump running at Mosby a� s a®° .P as -®a - Mountain pump station e u d r a a ®.� .e.. ,...H ,,,.. .,., ° a....-.1 w.°w�,,.o a Pwru „ a •, ca sw a ®a o�a`I` ,g +°w ° a �e -emu a Estimated Consumption (gal) 2626 - 9 u n ° 'e y qe' eop Far°rrmrwa.,, I 1, e®°. a e _ � (�/y// ��//��// Signature Tester; V m e 'a gem- oa f E C of e a a a ere e. , o aom�ae- Q e _ ,lyIra , D e `� „ =o g� ®a yc w oa ❑ m° a s °c" t a rI* - oe e- '" a s da N r. o a g a° .. a aPa a s - a a s o °tl} e ma$ y•% n pby E'na°�pe'a na v ggv .� .,P o _ dy x°. a e aeYama a ,ge 0• _g r a°'a ®® ®a° a . .a"� ao es �„0 sae °at ® �n d7G E m -c oaN.w� BRUCB T. STRICKIM IR Lic. No. 056612 ion 9211712021� Z 0 a K U LID) W Z O W H 0 DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY SCALE N. T. S. w V Q to I� Z LU w t us s I M V I H• z �° e w a > Q aw z t J o O � toL U • JDo m J wJ�� Q IS >o< w Z Q '0 Q D a� y LUU 20 o 2 c W • L a $ O> s= 0 3 m w O �/ 2: LL n LLI F- m 'oE i do Q c 5 0 2 n 0 3 m c _= - ur is m `o t O w Ln • N �o J E a n n w 80 a 108 N( x c es V 40919 to SHEET NO. n o C9.1 m M E O O N tri N C > E w a E y LL LL o- wO t`D� Q j U GO W _J -� Of o rn 7 Z_ H P v 3: O X < _JN < oQ �� N 2 v N = U > C oon N ill M d � GO J O w uc� - am O ce t7 N Z 0 f f Z O CK U U LLJ W 0 Z O Ln > W W H DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. T\ V i U O' < W LL C) Q LU cc J O,r--1 Q J UL w O LL (r mow v/ / Z LL Q O LL T U i 0 0 0 T 0 V/ L IOB NO. 47036 SHEET NO. C1.6 Bryan D. Cichocki 'Z Lie. No. 5533741 12 12 PRE-ENGINEERED WOODROOF TRUSSES BY MEAN ROOF HEIGHT �� T MANUFACTURER @ 24" O.C. y SIONAL INSULATION SEE SPECS o 0 rn U HEEL HEIGHT -0" N c N SAVE F P T HEIGHT --------- W ai 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 ~� 3: 0X N < W ai M TOP OF PLATE __________ U, _ N Z U j D O Ijj WINDOW H.H. _ _—___—_—_ � Ill (n 0 0 N i Lu N M CK K - U' v m O w U)KITCHEN DINING FAMILY ROOM ° ~ N In ID FIRST FLOOR O A _ L4"PERF. _ _ _ _ W M (D P OF PLATE N N TOP _ _ O WINDOW H.H. _ _ _ _ _ _ _ — _ — _ _ _ _ _ _ _ _ W�UGARAGE MECH. CL. STUDY / OPT.BEDROOM o U1 DATE TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: j 4"CONC SLAB ON GRADE W/6"X6"#1.4/1.4 ONTOP OF SLAB 6 MIL POLY VAPOR BARRIER ON 4"GRAVEL FILL I Li Li 912012022 01;CONC. FTNG.(SEE STRUCTURE) O DRAWN BY 4CONc. SLAB W16x6xw1.4xi.a DRAIN TILE W.W.F ON 6 MIL POLYETHnENE M. DENHARD VAPOR BARRIER ON 4" CRUSHED STONE • DESIGNED BY • M. DENHARD • 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 JJ m O l� Q af 0 KITCHEN GREAT ROOM o Q (3 co�w/��■ i a N ' zW (D 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 _ _ _ _ _ cI neF 1tR" / F�x1TLl WALL (SEE STRUCTURE) T 3%slope = 9' _ CONC. FTNG.(SEE STRUCTURE) rn L a' conic. sLAe wlsxsxwl.axL4 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 F 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 Z 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-D' GRAPHIC SCALE - 1/4" = 1'-O" 0 4'-0" 8 -01, 12 of BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. Bryan D. Cichocki u be. No. 53741 0 %I ZZ- Y��SSIONAL�'�l� M E O O U N � N C > E v E W LLI Q LL o 3 W 0 Ip .i d U m Z — n N O v z v K 3:0 �x N < U < K W W O o N 2 ry Z =U> �Ln' _O U) N w M W Of d � 00 J O W � H (n 0 O (D 0 O S H W > W W F_ = Q U � Q Z O u DATE 912012022 0 } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE N.A. 1� 06 0 U) 0 U) L W 2 ce 0 U � J' Qw coJ 1 L7 2: Z CO rl Q 0 LL Lu O ~ 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 F- :\103\47036-SoLAhwood_Blocks9-11\DWG\Sheet\CD\C2.0-EXISTING CONDITIONS.dwg I Plotted on 9/23/2022 10:01 AM I by Matt Denhard �t -e • 1/ 1. �� \� : �� •\\Rtp\l OVA \�� A J' �� 14 Mi a &I IS WIM WWI lilt, ' r ` \ V. - _- (^ -0 in r m I k k k k k k >c I 11j1(/ ��\�\\ ��1i'\Ih nll�/IIIIIIIIIIIlu1( °it y y n I<� y y ° y y y r1 IIIIII,//�\? \`\ \\\„IIIII (IIII/// ///IIIII�IIIIII1�11II `� 2 2 n p n1 C 2 2 2 O 2 2 2 2 �7 A 2 G) G) Q m Q G� Q G) )�10, II �IIIr 111111111(�1 lll�/l�ll(�, /�1(III)II I'�1� j -Z~I ,i~j 1� r p n Z (0 y p O m Z 2 _ \ J,\ / ,. __ 11 p1% 1%/ j 1 j l l / IIIII 1 \ C O Ind/llp\\\yam=�� II i// %llIIIj11101 m m O O 2 O C °m m Z \ ry \\ -+ ♦GI \� i _ m O O O Il y .Zl 0�0 m rn Cn (D \ k �1 1 �`` f, O n IC m m N A (n 2 �1 m m a o m m �\,IIIIIIIII a a O A 2 < m Z p 2 1. \\ \ i U... / \\ - // v ter/ /////// / I 1 1� I- 2 m m Cn a a _�\. \�'r \ �, ' /1 ° / \, ! ('•' _ %/ /%i / r/�// / \ I II 111'I I Z � T. S� A G) C m O I 1 r r c t ° mn �\ \ �\ I o m m , o to \ O r?)\\ \ \ � 0 If ° \��J/IIII�I�\ \1 111 Z m O -\� \\ \\ •� t)\ t g\, \moo\ °o ��\\\\�v tlll r\\\ 1 I m \\`rlTZ 1 ✓�/�zzzs55�� 0 0 o \0'0_ .. I'I /r I \ -I1 0 0 0 ) I° �i0�i3d ��0/ �r•� \ `\\ 1 \ 0 0 o I lrn m ��. ��/=ti �N11� 11/� r �, L°l 1\ 111` 0 0 0 1X C) x x I W D O - \ \ .\ \� 1 ?/ Yi \' a \ f , �pJ ` plad \ \ \\ \ 1 \ \ \ I o, I o 0 o n 1II' I(� m ti m / ' \ °' m\ 1 \/ inlF .- \� \�\y / \ 11( O 0 0 o i Z IIh rn III \ \ \\~ \ i l\, n It 0 I I I II '+ _ f b q ° Al\^\° � /� t )��J � r ^ \ If y �) \ 1 1 t LLv,� / \ \ \ BOG , \ i \'',/,\��..\9r \_/J `� , \l\\L \\ II\ \ J%q/(o, \ 1 \ \\ \\ r l \ o /q , I I \ .,r / \ \ \ 0 1 �� \ D�•1�1 \ \O)41 O ° I \ 1 \ \ \\ \ ZOQ t '�DO `-O t 1 \ \ eel ✓� i \\ - Boa G M0rn / / 1 -�\�c2\�=-•\I/, - /r1 \ - 1 \ _ on A_f T —� 11� �- e \ �1°'�" / I \\ J / r-f ,J i --r rLl�1V/7d ��\ �i \ \ 1`J) fir 4 \� \ 11 A\ o l \ 1- (n A \ \\ \' - _ „-) I I 1 I \ 1 1 1 CD r _ \L� - -ism t . 5 \, ` \ /-\ \- \ \i � ? u In K \\ f1I � t ( \ \ `I I l l , I 1 < - r N ZI D O // / \\L z nG.) /O, L , C 0 (n `\ �) .\\d c/ h //! T>��rJn= \ J (`l /y //\ \, /•+ '\ LY I�T)�� / \ I � ' I"\ \\ \ I I , ) I., I\ I ��/l/ ) l O� \ ✓ r`i E> 1 \ ` \ 1 (I �I---_I\\I 11 S. arm '1 //) /- /� I \ �b )r ! r �� { y,) of t rc- \ \C(J I(� Ir�l rr%/'( /^1 1� t, I' �,\ •\ (I / \ I `\ 1� GJIi• \\\ \\\ \\ \I 1 \/`--' I\\I 11 /)/ / / I 1 I �4.I 1 \ z) /,^ \ I \ ' 1'^7/ h� _ i ' lc/I,•l I/ (\ rl\ cf ( / \ �/A I\a\-\\``\\\ r\\\\\\\ I I- `) ^' X / 1' \ �/` �" J /� r .✓r \ - t 1 / / / \ f�\ /� 9 \ r L , M- rI F+, -N (r, \ I \ \ \ ` - I) 111\ 1 \ }.Imp / it 1 NO)/.i`J) V,�r/� L`� -1 1/ r J ✓i l 1 1 �.r.>/ )l \ \/` 1 1 I I n)1 -I \ — \ \ \ $- \ `\It\ \ I T. ((J�� \ / i 1(' ^i\/ ✓ , ' ` / l III I \ J! /1 //� r CI r $ I / / Z\\ \ \ ^ \ \ \ llllll\ If Ko \ +�•+� J \/ t '� V/R \/v� Val L)-'�� Y /\ �/ rl` I ": 1)/tnII , \ / 7 /i ^ y / I I ✓ )1r r,\ r ��\l J1 t I /\ I / ( I cJ l\ �i\\ !)\\ I/F--' .-!�\ I (A r°! \1 __ l \ \ 1 lJ7\ I//I)�lv�r\(I 1 I 1 ~_ 1I x•,\ 1 /III\1 / /•. 1 �f r ` \i _ It m i I l / \1,1yj1 gf1� f' i �.)-J \ , \ 1/ I i\r / •�1 cl ( I I Dl�Dmnm �� - I \a //r' /'/ /'\ITU / 11\\�\ / j r tt� 1 F go M , ) I, ImI ^, % — rr// / /lil, \ / / r- / 1 I /" r \ \F-, \•I\� l ! \\I r / / 1 r -T �\r/- ;^. `"DT \ 1 \r \ \ / ✓ / )� \ \ \ !r / 11-' • a f ( \ ` �i` ""II I \ -` \ .` ^ 1 L l I I / �\ \ I I l / / r / / r 1\ / \\I _�,) v\,`r t•}(��\( 1 I'/ ° _ i /� / I 6 / f\ II \��1 /i ,, / \�rll'�l ' r \ r Y e r it 1 t / r 1 \ r 'f C ��\/ ct t \ /'tll , r +r,� V \ \ i \ / ✓\ 9t i j ` /j'b h 1 �� \ / \ \ � - \ \\l 1 / I ! �r 1 \I \ I / ` ryOC \��/� fj "J)\ ` \ v a�\yI�,? \�1 �:•• r l I I 'I ",� 1y,I�J 1\ f 1\ 1) �� \ i% k ' 9 r r \ \ / ✓ I / \ w^/°y \ / ) �, Ill (` \\ � r)\1 \' I � _ \ \ \ \ \ t l /\ I\I ✓' // \ _ r/ d / ' / \ r_ Q ^ • d IIII\\I 1 1\\ \ I Ill ' - \ ^ \ \ +� / - ��` I I ' G ` \ I /r\ r \r III 11 7 ,�I (I/ (l \ . \ \ � 111 \ /1/ \ VII'((1111-I� 1 )Il I J\«\� `L• 1� �__�1..r1111/ I '' m0�I'� \ /Ire% ^\ III IV1In 7 �.1✓ m rJ \ G,(v(i!; �/• r� T\V ' V�ZIt 1 \ \ �� y'� lVt\\,' / 11/1 �alfl / �/ >> / �� 1`. -\ VI _ �� \ \ 0 -I I / ^p I Illl ll) / I \ r/// r// �R\\\\\� �� \ I I 7J A , / \1 III- cn o I ZI`I�\>�i , i t✓,ri f u\ 1 \1\ — =q ZO _ 1 _�yw ~�111 9 5IIt IIIIIII11111 \I \ r \ 1 I r/ - _ - �C 1 I\ I11 JlI/l / l ll/l l II�I11 IIIIIIIIIIIIiIII 11111111t\7 J 1 / )� t� \ �L \ \ TC r.� :./ .Cm I // / 1 II t \11 "- / ///// // 111 II II II III I �� - l CO ' / I //� 1' q1 I I I IIII ll1\11 \ uhO F \ � r \r/ t 1 \ ' / r / I ' 2 ~ Z \ \ r I ll /4I plI l II / I,I I I I / �' \ ^ ! r _ - I \ \ y 1.: I 1 / r // - I O m C) \\ \ \ I I lyl�1 III llllll ,/,IIII IA IIIIII II _-//��l��Il�� IIIIII II II IIII IIIIIIIIIIIIIIIIII\I1\\\ t r \ \ �� ,rJt m I / / \ 1 ! / ; � \, \ / ' l llvlll 11�1 /, 1 4 \ r \ / 1 /1 7 / , �\ I p A\1 I / // / I / �p111( 1 I//, IIII"�IIl1/,III L / //r1[1111111� IIIIIIIIIIIIdltltllll\ ^ _ _ IIII/rrI'III j `I\I\ \L/iIump�l1PIlU10,991(if1 i rq%I1,�11/fluIIn�I�Ii- // / I'I l7'I III III \ I� � ' \ � i .�• l rx OCR ✓:.' (IIII III I r , I// /+ mO\\,I)\Ill (' \ lIII/Igll''IIIIII IIIIII'llllllllullll/I IIIII%IIIIIIIIIIIIIIIIIIIIIIIIIII111111\\,^\/' It / \ :\ `� �' V a/ ;\ i %`� �1�+ ! , '0 0 O \ 1 'lull l \II I\ I t\ \\ \ / 11// y y IyLI1\1lr \\ \ \IIII III�IIIIIIIIII III�IIIIIIIIIIIIIIIIIIIjllllllllllllll('\ 111,� 11// V,' /�I�111I�IIIIIII III�IIIIIII�1)1,111\/" ^ / / . - rI3n I\ 1 11 /III J S 5� \i\t \ \ , It I1 I I 1 1\• !--!\ (n \ 11 1111 \\\ \ , \ \ 1 1 /k p I All \ \ \\III11�11\II\\ 11lll't�l'c1��Vo ""N/ ��'illl„l,lb n11 1 °j \ 1 \ l \\ \\\\It1 \ °p '%�/l�l/ IIII 1 / i) ) /r I .i� t \ \\\ \-- i / _ I \ I ✓n _ \ I \1 \� \ \�\�\ \\\\ �\ /'/// /IIII 1 III\ \\ i � � �" ✓)f / ! f ��1 d �` I "I (1 \ \ // 1\ /l �'-�.-�°)r 11/ I \ • \�\�\\'�a\\�r///�/�,/�///11j1 I )I\I / I A�L ' IC I I J ) 9i .� ) ) I \ r \ \\I c \ 1It 1 11 I,/ r G^ 11 \\\ \\\ �\�y�--i/'�/////// I III ./ 1I / Im I 'F �/ t \ , / r II �I\\� IC ` lr` \ 1 `I �IIj11 I 1 II `lr I\ //// c�y� / I ✓J r �' \ r\! ( nl I / I I \ / 1J r %� �)/ \' I•p(C IIIIII t / \I \ / � '\ \\� \ \\ \ \' r \ \\ fl l ` � 1�/rl ,t ..I r 1 I I I\� /• - /1 I 1 � 1 III , t 1� I �I i 'i \ v \t\1 \ \ \ \\ \\ \ \` �- ) ` 'I ` �' \ \ I I � _l�° ��.► �r 1 � II Ill / \ I III I �-i-} , - I \�\\� \ \ \\ � \�\�_-"'��_��\ \ \ \ \\/ / \ I / e�� r r 11 )•� )'_ L I I tI It I t Ir�i' ' ii (1-\ \\�j\� \\\\\\ \ \�\ � '� -� \ \ \ \ / O \ I� // /•^ I fCD kA> \\ 1 \ ��a��1 \ I )i 111 \\ . 11 II Y\r'i—ir `-\I\(1 \\ \ \�`-� _ — u\ 11 1 v\ \ \ \ ' f I GCi i f'I 1l ; _(^/ \r )o L 1 C Y ytillP \ \ \ \ \ I Q �l � X�- v.._ ✓�I I� \ / z � 1 )` t°)�- Jill b / I �1 t .J/ / \ t J \\\ 1 ~ IIII ✓�i_ \�) 1 ✓ r/r I <a� l l \\ m m J , I I \ I / '✓ - ;` ^� \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ ✓ r ///f e III \ \ \ \ \ \ r\ I//\ —a ter, -Il II!/ :� -O- 4) i C�p�. y30 - I II __Y I`\ \\\ \\ \\\ \\\\ / n III \ \ \ \ \ \ If IIII dJn—$r \a I •t- -mz� r7;M \ 'll/AI/ 'f�i ^, �l\\\\\ \ \\\\\\\\\\\\\\\- I r M 0 m rI \ \ 1 l IY I I \ \ p \� I J �l .Z C7- \ \ �/� t t \ \ \ \ I I I 11 L�l, II \ Illq ,'-\ I • (• \ \\\ \ \ \ 1 , Ill I I \ \ \ \ Vt, 1 III I111 1 \ // (A ) \ I I /I,'' O µ \ \ \\ \\\\\\ \ \\ 1 I I\ I 11 1 11 1 \ \ \ J^ \ 9 l \ m J) 11 N� I \II Is AI , I IOTGn\o )II - ) I// ^l a u \\\\\\\ \I11 \\a 1 o I / t I l 1 rl ° At IIII\l�r\1! I 1 \ \ \\ o 'I�c�'IIII \ \ f I \ \ \ \ 1 rI nz05-_ Z f /- �' ;•- �)\/t\\�lllrf�yf�\\\\\\\'IIla \I\rlll- \\ \\\ III I \ \\\\\II\\1jj11111. ✓ t / r //, I \ \ \ \ 1 YOrr/pllf \\ 1\I\h\Illllllllllfil111 \�1II \ mom i 1 \I�III� tl'p\\ 11 ii111111 IIIIII 1 \ ( I I <' / r 1 III IIIII II IlJ,1 I I I I UII I /� > \ T+• �� r 1 _1 �� - r� � � _ r 1 / II/ •�!h�/ I �� -� -�J L� III I �II'�I�II / / II I1�11!III�IIII I I Illllll / b/,S_/_ I \\ {�/\\/ �_C\ / _ -e a I I ;•rl I11lll IIIII\ rJ IIIII 1 � // IIIII II IIIII IIII r I - I 1 ill I I ) Jt l 1111111� 4 IIPIII VI III . • \ �' �i r� ��.�\ �.w \ 1 1 l I I I l ^ ^ \ I 1 n J II '• (/ 1 Illy .�i\\,\\IIIII Illllll Illyl�,l� ! r I l I \ IIIIItI�IIII�\\\\IIII 111 11 \ ��•c /IIII II \\ \II'�I�dl ' \ � / J 7-✓-r _ \_\ \ \ ) 1 / \ , d i II II I / /i/ �\\\� / l "II I II ��..Lll"'I��I�// I III I � � � 1 I I r/ l/ I1'�II III I /I/ / / ,�/ / , _ \ r � m I r 'I O i "+.... IIIII III llllll =miry//Ijl I%II IIIIIIIIIII C r I1t \'1 `�\ \�\c.. �j I \ �t le///II S 1/`•1�/ ( d ,1�-p��,\\��/i/C� > \ \ I / G) '(1 n ' I r _r I Ill i t \ I I✓) t r r ?O �O ••�- I 15G'i \ 1 t ) / 1 \. " .... _ 22p� Tqn- \✓I \- 9 II I \ \ \ r o IIIII / \ r I I /I - \ \� � / y�O ., 2 1 / I \t 4 m 1 \ 'yam 90 pITI r d� \lrvl \1///I\1\/v�>)) II /�--�.\_ \ \^ \/ _ -/�'I'Itlll)llel\\\\\\\\\\\\I\\\ O M �ii IIII 1 1 \ / 1 _ \ \ y / / \ I I \ \ \ \ \ \ 1 \ \ - I A m f f l r �° I II I�1'�'\ / \ \) IIx 1 // / / - > O\ �/ / _ I\IIt \\\\ \\ \\\\\'Ill \ \^\ L 0 p rTI I ))�m J' 'I / : t 111 \ r \.., \ / 4y--I >\, ^ 1 \ 1 , / I fj 1 I) / _ 1 I \\ _ / / O J IC 1 ) 1J \ \ \ \ 1 I \ ♦ I -< t7f I 11 l O l I I I G M t11.Id IIIII I\t I( I� •i ° \\1 III I \\ - - _ II I 1 \ I I l l \ -\ Illal m \kl Y'.�5 I \ <° 1 / Illl I / _ I \\\\> �f(� \\I)` it/ Iy 'i \ I 0 11 I 1 1 1 I \ I I /\))I✓\�> I1` \ I1 , 111 \ o--1--rl\\\)-% \ ` ✓ tJ/h IIIIII I // /\ / ��/ \' / ))II r/ `` I ~ t III II/ II \ I\ I1111I)11 \ \ I O /yp f I l \ / I I I t^ - e - \�I I h 1 1 1 I I I l l \ \ ' ,c•••a Z \I /7. TIMMONS GROUP .•-'�'•. THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 I Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 411 o z 0 SOUTHWOOD PHASE 1 BLOCKS 9 10 & 11 ti m 0 DATE REVISION DESCRIPTION _ 3 0 3 C7 m V m = in n n rm) C) O Z O� z COUNTY OF ALBEMARLE, VA ton m o o = o = z o F9 °1 EXISTING CONDITIONS & DEMOLITION PLAN o < o N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. e� N ; o Lin � vI I�II�.,, F- o:auowtus oumwoo°_oiocrcsa-i-i 1Uwww10nee11w1UA.i-VVCKALLVLH1M.°wg I rroaeo on erZweu"-iu:ui Am 1 oymauuennam .I oo° \ U U \ \ \I f. / / I / o A l I I °°°° - -rr \ I I 0 Z 0 Z / QI\�° o0 m�mm ° I r = r jo° l l`A�I \ U I �. I I I 1/ ` li \ I I �0r -U �O o _z0 0oZ O � 0 ° \ 0-1 D ° D0 ° rM It O° ° l ° 0CCn ° 0 0__o \ o 0 ° o 0 ° / \ / — 0 S0 0 0 I �. \ 00 00 / \\ / t oo\-e' �\ _U m oI ° 0 ° ° _ ° q °� ° \ ° /�0 ° ° ° o ° O m O ° / p \ ° ° O \ ° ° O ° ° ° ° 0 ° / \ 0 ° ° 0 I 0 ° `\` �r o / -n o TI ' I ° 0 0 \ ° / 0° \ ° / /0 / 9 �ra0-1�= WI o o / V" 0 0 0 ° 0 , o 0 0 17- 0�11 ° \ / \0 0 0 V y \ / qA\ cn \ 0 f tA�� \ \ o -VtaOa0 — N 0 00 0 0 \ 1, ° 0 ° oOo I I I° o/o °—t W o /° coo o ° ° °oo�° \ . Il ll m� ° o \ \ II \ J ° /�0 ^ o 0 I I l 0 / r 8 I °° \ p o \ \ �0 iC 0/ �1I/� ° o ° \ o �e.2 �� r 3� 0 0 ° / r 1 \ O� �� O °°\\ I o O o ° o 0 0 0 0 \ ® 0�o�0m b°O\o 0 C� �2 \� 0 0 ° C0 VCo° b\ 0�is 1, 01N ° o`� 0 3J rn 0 °g\ op0 0A t0 II 0 °46 m, °o N 0 0� iso 0 0 l 0 / 0 I 0/1cjpo ,, °° ° °� � In 0 / / - �� a \ z „ I / r \ °°°° I ii° III l `J \ \ 0cn o \ n j (�1 00 / °> 0 0 �. Lj- � °° � °6 0 � ly 1!/ c n i� / /P�� p IT °'ILTteo o � � = 1 - � I i r �� \ � ✓� '� \ nn0 C� /�- , 11 11 \ � / � m I-)� I C� I Irt 0 IT (� I Ili1l /`nE3�� °ry�I] o• `\—\ �\ wo ��I f�mO o�o c I IIII� �� I I' _ Nn�A w I°o u o n >>y 0 \fo / / owo(4o \ \\ rri A \ \ \ ° c °G� °° I I ° p�s\r OVIZOcgOpr 1 1 ° 0 0 ° / I / 00 // oil\ �� 1�N ` �`/ \ �•� ,. ° Rl I I I i I � L.I ZI \ vim: nil r // q �\ 1 � ago / \ • � nld — o °(� � \ i �v L� o �- C I; I \ °° I ► m �, �� v it'd < \V `v IliIrz\ ° i - '- uan lj 0yZZI ell /i;�;' r O s5 00 V it /� V� llllllllllllllllC= D m 0 —M / \ � � \ , ••. r / // ��\\ / Ili / / / \ \\ J U TIMMONS m o m V O N 1 tJ03 ►a zz (� o Cn • . •• 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 SOUTHWOOD PHASE 1 BLOCKS 9 10 & 11 DATE REVISION DESCRIPTION m 3 0 3 11 (A COUNTY OF ALBEMARLE, VA BLOCKS & OVERALL PLAN O m = O m o { = A ° m 0 { = to to z { N ryr 0 v 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 9/231202210:02 AM I by Matt Denhard /;;11;111 i I - � \ 1•l•lr \•II\\ \ \' - =� ��=%' ////'1/llllll/llll,l"'ll�i///"/�j/�/////,/�%%/i////�/j• � 9.'I/ 000 o o o o o p� °�\�� \O�\\`��\,\�� -,�\ -- _/ I I II'II111j11�///�\\ \�`_J= , i 11\ 11 II _ 1 _ - _!_%_- /// /r 11 Ill/ l l //IIII // // °� + \\ \\��\\\\\ \\ \ - III IIII II/// I \�/� I ,,,� \\ `�_, II/ o �!%///IIII I I �'-\\\111\1\ \\\\\\\\\ �,/ ��/ J'''''/////lllllllll/llljllll�ll/�l�/l//�/��/r/r//�///o/°l� /�- ,o_o o�``\\\\`\\\��\\��\�\\\._-'/III111'IIIII1111� \\ \//' /�\_- \3 IIII\\II� \0 0 / ,) , / / / _ \ l l l l \ \ \ \ \ - �,�....(( / /ii/_� �� _ __ ==_-=5 // //'///rllll'l /llllll/l/�/// / /// // /,° �o �\ c / \ o p N, \ \i�\ \�`�I \ \\\\ \ \\.. - \' / I 1 11 I I I , ^\.I) � � �/ 7- - \ 111 11, %/// III //'_ \\\\1\1\\\\��I I-V'Ili/!I/�� /��- �J///'///////rll/l/�%//��/�/////��/%r/'/v60 J�) ` \b\\\\�`\��\\�\�\\\\�\�.�-- /,IIIIIIIIIIIII 1" // / lam` �°`Q---1'1\I\\IIII 2 /i/ / ,//////, / ///// r/r /i / \ o o\ \\ Q\\ I\ \\\ N. \\\ \ III, _, r // / / / �� 1 Ibl '9 l I ' ' // \ \ \ \ \ ,/lI fl<11 //��__Z__ �� /'/ / /i/�/// ///ri / ErP F \. - \ \� \\\\\\\\\\\ \�\ \`_ I III II II \ , J ' ' \ 11 ' O I i ! / // / - \ \ \ \ \\\\ \ \ \ \ I_ \ \ \ f I j 1 I I III 1I�' �ir�� - _ �/ iii,/�/ %/%"`/" 1/i/�////i/ r J r� ` \ \ ya` �\ ��\ \� \ \\\\\\\ .1 1 I I I I IIII II I �1/Il/ f `/�- \ // i //�_ r �A 1\ 1 1,1 II'li' �D I II l \-,/r ///--\ \\ \\ �\ \\ ,//l/111IIIIIIIi'III,II�\t�-= ,Z\ ;= /ii�i/i/�'j!/rii,/i'iU'IM/I/w l+'I 1 _ `\ \R° \\`\\pk.'A�\\�\�`�� _\^\\/11//,/IIII/l/// 1\� it(I /i I- -� ) 111 \��f� D 1 1 I / - _ \ \ \\ \ \ \ ` _ _ / I II II I I III \ `�T - ��\\� \ _ � i i//i/N /✓ %/ o 111 1 + I/'� \Q \\\\'\\�\\ \\\\\ � \\ - _�\ \ \ \ / lljl l llll l/ �+� � \\) I / �mi \\ \ \ \ , � � � \,`\ 1\ \ 1 \ \ \ / / \ \ \ \ - _ - _ \ \ / I / / I I I I IIII) \\� 1 \I �-'�� /�ii/i�✓ /O / / 6' / / \\\ \ \ \\- \\\ \ \ / 1 / //// �/ , " ) I I '/ ill \ \ \ I O R`t -\- r_ \ \ 11 1 / / /, / / - - \ II\1\ \ _ _ _ _� \ \ \ \ / /� // // 11 111111111111Ilit I I j �\\\\F \ \� � �'/'„ %r, -- ice//%i' o o�_ Nljl / 1 o ° O\ O o ! \ Qo \\ \\\\\\\\\\ \ \\\ _ \\\\ \ //// /// /////// ^ l / l r/`+ 1 \,11 / ll, (��I \ J \ IIII \111' , ` ` o m \\\\ 1\-/'/'// _ \\\'1\\\`- _\�I\��i /GI11111111111111IIII/1111111111�\\\ y��-''_�'/'/i�'��%i�/�/'/'��°�/' \!/y,lr_'�= °o - \�O\\V,,\ \\\�\\�`=��\`/'��%r/'/ ' I \ '�/{�''w/ ��^`\ \`\ 1'\\ ri 1 11 /r / ,11\\\ /-_\ \ ;//.� ��l/l/ l�//l,Il�l11j�\\�._ o //,,� �1 11 / -- \\�\\\\\\\-\`\ \- /�/�/'\ 1I1 ;79 'd ,` _ 4 �I1`1 I 11 ` / ////// -_\ \I \\ /_ _ \\I -//i/ ��-,-!&�//�I, //I////,/Illlr\ `-?i�'�/'/,/'i�/�,p/'�/ -I/\6/ Jq.o \\o \ \\\\Q\`��\�\� '�%iiJ/////,-�\�1111 %////�$q. i \\ \L '�I\ 1\ 11 0 1 / / \ \ ,1\ \ -/ , \ - /ii /- / , / /i // 11 / / / // III ___ ,_ ///i of - -D - _ _ I 1 V \\ \\� \\' , N, \ \ -/i �� II \a P/�j / / // Ji / \ \� o \\1 1, /// / -\ 1 1 \\\ / /_ �` � _///��/� //�/i// // //�/ /II II \\�- %o�/P / P - \ o -- \ \ \\ \ \\\\ __ yyll /,//, /// \ / + ("I Ill \\\ / //r�//,,` III\ /, ��%-17%-i�'i%ice/,/�,�/P//j/%/'%//f is%/moo '_ \o f , oo-_ I •o \\\N\W\ �\�, ---- - - \\ 11 ///,/�-ri + \ \\ I�I \\ \\\ \ ' / // / ,,I \\ / /- \� /�// iii , /i/ ///i/% // r - - - o� `o I / o-�_ \ \\ \\\ \` � -_� - _/i/ \ III //�//� rj , �"'i 1 t \ \ \\ ' - ///, /// \I It \ //,/=-�\�/,//ji/iii�"r,, i/, ,i& 4,I" G�G� _//I -I, --oo°�\\ I// -\ \ \ \+ `� \\\\\\\`�__n��/;- ^\\I lI\,\\✓l/l/�//8�111/,, 1 ,i%Z , 11\ o 1 1 \ _ - / / I I I I / / r 1 \ \ / / / 4ii/ i /i-i /i//i% /i /i i/,/ / / o I � o v . , , \ _ \ 1+ r ll j'C\ 1 \ ` � _� _ __ � R ` \ l \ \ � i l �Abf/ r ari / /,jl \ \ o ° 1 \ -// / / /^11I II / / /-�-II\ /�j, 4/i�//ice/ii//i/-i/ir/// I/roil J I fb 4 i �- .\a I d' \ \\\\\�_- _// /A\ \\�Z'_ r /%/J/r� ///' 1 1 111 0° o 1 1 1 / / / \ I I 1 � , / / - i \ / / ////i� Mi/ // / , i /-- , �� r/ / ' 7 / o l \I D 1 ' � � f/ � ` � ^ \1\ . � 1 \\ \\ _ __ _�_ i / P / � \\ \ / /P/ / / / / 7 1 1 o Q I II\' -/1/ /.\ II I„//,r\\I\\�///%//i/iii////i///.//,, =ai' d\ \,-' ��-\ I 1 `\o ` \4`�\�___ _' I�F--\��_//r/lllr�l'i'ii/'/// 1 \\ o I I / l r/ /, \ II 1 / / / /\\ \� r / / / �i'/ii/� i/ i,/i'�q ' oo \ \\ \ .. \ \ \\\\\ \ \ ---� \ / l -/ / 1 1 l l l ` -' / /'/ // i1 I III I / ,/ / // \\\ ///!l� J�i//' i / j //%�// ,ir° O - _.✓ o \I" \ .- _ \ \\ - - _ _ �+ \ \ \° o o \ ° \\ \ / /� a /i / // / /l o ,/ / 1 I ,,1 / //i //�\ \� ll 1 �r//i %o�'- /'/',6 o \\\\\ �_--_ l'� - �\ ) I� \\ \ - \ f \`-J �'� / // / \ 1 1 1\�0 \\I //,/,!//^\,IIII,///i//��j'\\��I'llllll,�ll,�/��//� X////i oo- o° ,\\\ )I _-\� _''-�___ _`-_ '.IIII\\\ 0.0. _\- I �' - �i'/�i/ i///�/i/� �plo\I /i / 1 / // \\ l /// r/r/r /., __ _ IIII \\\ \ o- --\ // 1',II J- ' /��'///�j\\\\\\'�Il`; '///�ij/�jll/ ; \\\\1 %///��f%��//''G�/K//I ,1'1/Oro9-'//-\ oor - I�\ �,�/ l - _-_ - \ `�� -�//'I \�\ 1 -I1\\, o o � _ on o` �/ �//�--�-s' / It I// //�///,, ,/ \' Q \I l // // III /i/ j '%/\\\\\\ \'r/////r/�rb,,\\\I\�'\\///�/ �/�/��ir�//iq/qo'6 / \ / ° r %,,�/r/ 1 _i- \ 11\ -l.\ p / o /// /iri.. /// // //r/o,/1111 , \ / / II' I, :%////�o /\ \ \\\\��' /i�/ir///^\h\\ \...�'/4/'/i /i'�% /V �/'%1'b,r - I o° _r/ /// f .''/�- _ \1 I 1 \� - o '' / d/' -_'/� /�\// / '�/'��j/�I1111 1 \ / / 1I /r ,// // /,n\\\\%/"G/// v\\\\\� �'%/%/r'///�/qb O( Y / / - 0000- Y_t_ it __y, 9 ° /�r ^_ rl�" A� ///IIIPI / / I I l /////1Y\\\ \\ / f \ \///rr // / r ' 4 0 �.- 1I - / _) I ) ° o °/ o / �o1P/ , /,/i /,IIII 1 / I I ill, 'I / / , 1` \�\\ �\ �_'� 'ii / �11\I� \\\ ^_i �' '''"' '''' // I + 1 I I I ) 'e"o -[ o /or /r �' / i / / /0/8\ 1 / / / 1 1 1 / I I, I 1 1 1 I 1 //\ \///\I1\\\\\1 a- //�j//e111\I\\�-•///, / /'zr/99 / \ \ ) - I // °/ / 0.0' i°'° /\v ! 'n 111\I _ /i/rr / o o, \ , / I o <- ^ I �,-c / / // 69 - /I / / / 111 / I I I \ \ '\\1\ 1\\\ \\\(' o �i //1 111\\- '///Il?,ffr'// Z. .o /. O / 'III ) r r / /��' I = aY! \ I +� °lo-O °� o // o /- /// - �\,I I/ / / I 11 11' /1 I I I \ , \\ \\\\ `\�� ,__ / 111 ` �/, l'Yr 11 /-� / P o o' _ 1I /// 1 1 I I \ \\\ \ \\\\\ �4 �-/ '/r\\\�\�-'// / ////,// S1/ / o% / - I r / 'ice �/ °Pr j _ °a; \\ \ \ \ o° o f o / ° / / /% j i- / I I 1 1 \11y / \� /p / / �- /` /' 1 \\\� I d / -L o s / - '- / i /�i'% r j'. I 1' IIII'%/ 11\ \\ \ \ \\\\\\I\\\\\\ -_ i/\ ji/�/J�,l /11,W0-o, _-/- o /l / /i/r eo r - ° \��\\\ \ V90//?%o9-/-i � /// r� //� 111 ,1 / \\ I \\\\� \,\\111\\�\\U�__---zN\\�_-% ,/i�//�///!1 b �+ ��,1 i/ °r/ \°o + \�,_„\ \° t7/// II/�-�-�� - _ �- _1 ��-+1111/ \\ \I \ \ \\ \\I,,IIjIII11\\\\t��==iJ�`�i/�'/��//�rll�b\\bay\� °p°/�.f//// / - \,\\\ ` I Il l l'I I , Illlllll ll \C'_ -� / / / r// \° .� __119 )I \ °1 � p / / i '� � � - i%i i/� // \\ III 1111 \\" 1 /IIII ,\ \`_1 I 1'11IIIIIIIIIII,III111111\\\�-�/N:=/iij�//��!/ 1\I Z'b\\ °doom ,.a/� � //-' - /// / \\\ q /,%'�/II \�°1 �F7,1�/,� %/i' ice" � __\= �I\\l)`\II,I/\' / 1 I 111111II I \\ \�::- - // I I\\\ o \ \`( l" �/ LC'°/ - / o\ \ 1/ �:- 1 I I /// 1� -/ / /-- -_� -_� -i_�_`\ I/\\'f 11 Ill\ /Ill I I , I IIIII'I IIII/\\�-\\////i/ 11, , b0G Q 1 1 // o, \ o / / _/I ° 1 l / - '/ ��%-%- -� IIJ' I/ 1' I/'Il/�/'////,//l'/'l/I/r)I///Z//ll�\t; :\�%,�'l IIII 1111r1� I Q \\ I\\ I \l /- \o\\ \YI: /// o° II I'll// �i///-i / // ///- -/i _ �\�J IS/I l/I I �'RR�` ' / \ \ o II a- I Ill /l' -/, /i/ �' �i- , -Z:- < \' I I\\ /, 1, l / 1 j ///j //// /r / / r \ / , I 1 I I p I P �' \ _ } I / / / �, \ `° i� II I �F o IIII 17 1. G� / /r ' - - '-%- - '- � 11'l/ I\\ // l/// ///// //r/////////I \--/III IP P o , N', 1I /- / II �'I I , II, r . //- " -- ,/I 1 \-/ / l////////I/'/'// /�/j //' I / II I lo, I Io % ��\\�ll,l \ 11 / \_� ��1\ .o III gj l /�/ / /�////,-Oi__- �,I /\� \ / / / I /// /a/ , / / , - r ,� / / / I P 1 / µ I \ II 1 / \ \ \ '1 _ tl1 F/ / / / / / /, -/ -. - - _ ) I I \ \\ N. ' / //I11// /// //////, // //// / // r\ / / / / I /0/ o 0 / , I ,I_ ,_ °, d `\\\. \ o� I I 11 / / /. � / ///i // / " <- - it 111 \\ -'-�'llllll//I/�////l////�'i/�//__1 '/'//'/ / l o!'O / %!l�ljl °IIII / - \ °\ \\'\\ \o 'Al111 I 1 11 / / //r _II11111 / / l // // / / / Pl / / ll \ \ \ + I I 1�1 I / / ///��' �_ _�_ =111 l \ \\ / / llllll l� 11/ll/l//! �/ / �// - / / / " /o r / O / l i !I'I Y III /.k - le p \\A \\\ I111 I f/ /'/// // /,r _ -__ Il /llllll \ r /! ,,l 111 I 1�!I / / / /,--_- / / / 6 / / I / o , I I III , 1 \ \ I I I / / J / ' .4 / / _ _ ll,llllll \\`\ 11I IIII 111 III 1 I f / / o r - ,I I III T \° ° \ �\\ \ II I III IIII / r / _ - tll ,1 .. / , I 111, 1 llllll \ \\\\ -_. / / I° /0/ / o, _-/ I^I11 , /- < < V 1 \ (\ I ,), , / /, ,/ /// y ,.=1=---_IIIIt1,111111 \\\ //II 11111111111111\1\\\\ \ 11 r 0' ! l I °! /I *l 11I I "ll' I1i----'C0 I P o\ \�\\ ° 11 /1j11/ ,li l/%///i�7v/Ny\ I11111'IIIII��III i- \ \\\ / //1 I/IIII IIII 11\\\ \\ 1\ / 0 0 / + / W r , 9 b \ . 0 1 I 1/,/ / , . 2 //// / /- - 1 II'1 i' \ \ ✓ ,,,I ,'Ill I\ \\\ \\ „\ / / / O 1110, I / \\I Iu I I'll / - O T .e, 6 I \�`\\\ \ I u, ,/ ///,/,"' //// // , / / --,I,IIIInN1 \\\ l it/ if Vil, \\,V\, 1 \\1 \\ / / o/ / o / / Y IJ I • N N i 1 o I III I / / _� \,I111 - . \ / I I \ 1 f \\ \\ \ \ \ \ \ \\\ \ \ \ / o / I l �.� 1 �' I I /� � 1 AN o 1 "I , / I l/ / / // / /// / / - 111 1 Il i \ \\\ \ % I 1 N 1 / O o N °G \ °I \ \\\ \ 1 I I" II / / / I/l // / ' I/// / % \\ \\ ( \\\\\\\ \\ \\\ \\ \\ / / 6 / I 0 11 - II hl III I/ N N O ' \ \ 01 1\ I II I /,l,l/ I /// I / / / III II11.1 " \ \ I I 1 \ \\\\\� \\ \\\\ \\\N, I � � / °I o O /� 1 II I \\ 1 ' N I' 1 \�\ 1\ ) I IIII111 / I // / / / / / / \I 1 \\ \\ \ \ \\ \\ \\` \ 1 0/ /01 I /, ) II 111\1 I mY \ !1\I+ I I I I , ,// /// / IIII\pI" \ \ \ I I 1 \ \\\\\\ \\\\\\ \ \\\ \ \\ , d / I '' l / 1q 114 \\ 1 r / . ,..� r n F I I ll I / / // / / I IU I / \ \ \\\ \\ \ \ \ \\\\ \ \\ \\\ \\\ \ \ N - I o/ l ° l/ ,.rl 1 l \\\�\\ / o O O N V / \ , \ \ \ \ 11 \\ of I I � f I I III II II l 11 1 I l 1 I r 1 / / ! / /''I�1'llll`` \\\` \ \\ 1 I \ \ 1\ \\\ \ \\\ \\\\ \\ \\" \\\ o d C + l 1 , \\ ! / ii' \ \ \ I llllll I I I/ I I'1 Ill I 1 1 I / IIJ ,\ \ \ \ \\ I I 1 1' 1 \\\\,l\ \\\\\\ \ ; \\\ ,\\�\\\\ \ ,\ \ % '� , d / I �, !// %e° III , r ;ll)\�I I I'1 N K5 � _ rn \ ` I i\ ' � Id4 ,IIII I IIII \ „I 1 r 1 I I I I ;� \ . \\\\\\\\\ 0 I I\ IIII IIII'\j\ \\\ �\�\\ \\\\\\\\\ \'1 I/q�0 e( . iI III �) Joey )III r \ \ \ \\\ \ \\ /I 11 11`\1\ , 1IIIIIII IIII I 1 I I I I 111I1git - \ 11\1\\\1\`\\II _ / I I III11,1111,i \\\\\\\ \�\\ \ \\\\\ \1 \\\ ( I od / III I� I �I �'1/ /,//I r 00 N ^ �\ \ °\° \ 1p / 11\ \\\\\ 111 I \ 1 \\ I\,\ 11 /l ell ,,Il,tl,l\111 \ I I j1 1\,I I\11 \\ \\\\\)\\``\\\ \\\ \4 , Yb /� 11 - ,1 I�, l/l /I l l%� / �� / -p \ ` , °°° \ , ' \\ I 119 0 \`\ \\\�\\t\\\�1,\\ \\\`\\��\I\\ �II�I /). I \ . \\\ \ \ \ \9 / / �rf f /,, - \ \ \ 1 I W \ \ \ \\\ \ \ \ / �f 1 11 \ \ 1 1 1\ \\ \\ \ \ po / /// � 12, , /, _ \ \ \ \ \ \\�\\\ \� ` \\ \\\\\ \.IIII - 11 \\ \\ I I III I I11 I \ \\ ,\ \\\\ \\\\ 91 / / / !l / 1 rl \ - \ ' \ o \ \ I 0 \\ \�\\ I1�\\\\\ \ \ I I 1 1 11 I % \ \\\\ \ ill I A o // 1 // l l . I✓,� ,l � / // "� \ \ \\ \\\�\\ ��\�\\\\\\\ \\\\\") ,/1 \\\I \ \ \ \\ / I 1 I III 1 \ \ \\\ \\\\\ I / I r I 111 , I \ \ ` \ \ \ \ + \\ \\\\ \ 1\11 \\�\\\�\`/ I 1, II 1,\,\ \ \\\\ \\` 11 111p p/o/ l r JI r<l 4\\\\; n , \ \ �° °`\\\ I' ' ` �``:\\�\\.I� "�\ J'll 1\ \ I III II 1 \ \\\ \\ II III q 0 ' I I I Ila\\\ 1 \ \_ Z \ \ \ \\`\\\\ \ ""\ "\\\ " \ ��\\, I I I 1 \ \ \ \ \ \\ I I I III Id 1 P / I M I I + 0q\\ \ II II 1 1 \ \ \ \ \ \ \ \\\ , I I \\ �' � - "_ \\\\� \ \\\ \\\\ \\\\\ \\ \`- I II I11 \ \ \ \\111 11, 'ill IPl ' �/ I ,y /I \ �\\\\ \\ \\ \ \\ \ \ Q \ \\ \\ I I 1 \ `\\�\�\\�\�\\\\\\\\\\\/1 ,,,,, Q �'I \`\\ I 1 1 \ \ \ \ \ \ 11 IIII Id I +� f 11a1' \ \ ` ) , \ \ � \ \ \ 1 1I �\\ �"\�\� \\�\ \\\\\ \ \\\ \\ / II/ \\\��\��q\\� 'IIII I111 \\ \ \ \`\\` llllll I1111 1 IIbIP ' I �I- I / /1 IAA\ q I\ _ \ \ \ \ \\ I I, \b \\\�\�\\�\I \ \\ J 1 \ \ \ \ I \ 1 I I p� t� o / l f / = \ c \l \ . 1 \ \ \\ \ \ \\ \\ \o-1 �\\\\\\ \\\ ,1 I I \ \ \\\\\ I11111,III11 II' I // /// 'c4 N I \ \ \ o \ l \II II \ Q��"\\��\�`\\��\\\\\� -/ )Ill \\ IT ��\\\ \\\�\\ \ / I 1 \ ` N. \\\\\\\ \1j1 III 1111'b, o I / o + _I / // , /h �\ \ \ \ \ I \ \ \ \ \ \ \\ \ / \\\\ �- /l \\\ \\ L' y �r I( \ \\ \ \\ \\ \\ \\\ I lI_�\\\,\R\�, \\\�\\ �\\ \\\\\\\�--Z/ m \� \\\\\\\\\\\�X� `-, - ' / I \ \ ` \ \\\\ \�I 11\'`'11 \II I"I -/ // 0 / 1 /' 1 \ ` \ •moo \ 11 \ `q �\`\�\\> �\\��` \\\��\\ / / \IIh\\\\\\\�\\\\`=�\\_// \\\\ \\ \\\ \\\Illlllllbb o I /, /lyl/ /r +IIII\I� \��_ \\1 \ \ ti'o�a\�\ + II, \ \_\ , �`\\\\\�+�`,, N\-`\--'1j k` ��D 11 / // // , ,,I Ill \\ \\\\\\\\\\\\\�\.``�:. C\C2 _ J , \ \\ \ \\� III ;;`\'\\\l,'p III Ib'la'/ \ o \ _ - - \\ \\ \\\\\\Q-^ \ 7 / \ C \ _ \°20 \ II \` �\ - 1\ \\�q� \a \ \\ \� \�` /, t 9 r Z \ \� \\�_�_- / \ 11 \11 d I II // 1 / 1{I \\\ \ \\t \\ _ -_ `''b 1 \ \` \\ a � U,NN �X`".\�� Si 1�\ OD \\ \ \\ `^ \ N. \\ III 1\ IIIIIIII b Y - -a- // 1 I 1 \ ` \ \ \ \\°a \\ \ \ a \\ft \ \ \\yam `p o G� �\�\\\\��\ It � �� \` 1 \I11 1„II II\ Id�j,l -'I .. /it I l Ill/ Ir /) \ \ \ \ _ - _ \\e \� .\\) \ \\ �W`�\E`\\\��\� \ /y \ ° �ilpf)bbm \\\\\\ ��^\��\ �� -\ + ) I 1 IIII\IIII \\llllll\ 1I041 r o + ll I I 1 \ oJylll 1I / ) \\ \ \ _ - \ _ \ \ \\ \ \ \\' 4 ` \ �a�\\�\�� I - \\\\\\ `-0 0 \\�\\\�-�\-\��.\�,-. NI\ I III11111111111'In1111,,I¢1, r )o r , ,141r111/I'.�/-_ _/ \\ \ \ \.\\\� �� o�\�� - \ �� \\ \\o\\\ \\\�\` \\ \ III 1 I ll, lQ I I I / /l 1 /// / /- - / - _ \ \ \ \ � " - - - \\ \� _ \ 0 0 0 \i \� \\ \\J \\ \ \\/ III I l Il 7h, {, - I -\ \\ \ \ \ i__1�\ \\\11 \\ 0 0 \ `M"' " �\\r \�\� \ \\Q /• \ / l , 11 l 11 / IfIW l ° / I /l ' I J //r = ' - \ _ _ = ^ _ �7 , __? 0 0 0 \ \ .aCa\q\\\� \\\\\00 \\\ \" \ `_ / /,IIII llllll'. IIII IIII f d / l / _ / / /, \ \\ \\ �. \�.�1i - - __`_ a� \ \� 0 0 \ � \\\\,, \\ \\\\\,^\ \ Irl/ / n 11, r p r\ �� i + ' l�%/rr - -� \\ \ \ - - �_��z` \o_�_ + \\\ `\`� .\ \\\\\\\ \ // d Ill" / / / '_ b'Q` \ \\\\\\ \� \ \ , ll I IIII 1 , I / ,/ /Ji \ _ \� - / \ \ o \ \ \ �\ \ \\\0\\\\\ \/\\\ \ / I / //1 III / o/ / / / /r �// / / - _ _ - / \\ \ \ / \� \ \ .. \\0 0 \ \ � a\\�\, �\�\ \� \\\ \\� \\� \ \�\ � - /l l I III I / IIII III I / \ / p /. ' / J I r / / '/�/" ' I ' r / \ \ \ \ \\ \ \ \ I I - - \ � \\0 ° \ \ \c��`\\\\\\\\\ .\\\\ ;//J�14i/n//u I lri� �/sU1�-'O '//'�i; /// _ \\ ° \ \ \\\\\\-\\\\Z-////j /l Ill/ l/ o / f /r /,y //i rr�� ri / _- r,i \ Q \\�\ / \\ \\ \ --\ oob \�q��\\\\ \\\�\', -1\\ \ %//'J//r 11 /l II 4 / , / / / / 0�°4///i/ /�/ /4/ , i _ / t / .\ \\ \\ \\ \ \ / \ \ _ � / / ° W o \ \ I Cc \\\b\ \ \\ \\ \\\\\\„\\ \ \� �'i/ // / Ill I / I o / / 7/ // I / I�w9 "�i '%% /'// / / _ _ \ ,. r \ \ \ + \ _ �\ \ \ - 0 1 \ \ U I \ \ \\ \\� \ \0 \ _ -. /// // /// r/p l!o r �.. / / l 6 I llI / / _ o ) , \ Q\# \\\�. \ \\1 - \\\ ��///i////// 6 F /, /// 1 I 1�1 h IIII I III I Ill, // _ \ \ \ \ \\ ��= \No o + '-// /i// / , // �/ / /y \ 1 I l 11 IIII II // / llr - _ C C Q r I c +.\ \ o°\\� \\\\� _,\\\\ I op / 1 \ q\0\\\\\\\\\ \� \ -� �� /o i/ 9 i - / / 1 I III III _ \� \° J / r \ \\\ \ 00 \ b \ IN y -- / 9 ,,, / I� I 1 co -U r 1 \ \ �� \ \ \R\\\\\\\ <� �� ' -/# / \1 111 Ill 111 _ _ _ \ _ -\ \ \ \� b- �\ + \I \\\ \ o \\ /i I I O \ \ \ o \ \\\\� \ /--�-/- 6 /�' / 1 , I ,/ I /IIII / \\ \ \ N N N a \ \ \ \ �w\ , � 1 \ 11g/ \ �° �p /� l I l I/ D I \ � e- / )) \ opo ' \\O 1j��ii'�i' i /�- / / 'IIH�I'/'//)%%llllll" / _\ _ OOO� \� \ \\\ \\-- P-1 = `` I n /C\ \* \\\\ ` o I \ `\4\ \ __ / ///J /// // ` % - ° - W \ \ \ \ \ \� - ° / \ \ \ \\ ° o b 0 \ \b\ \ \ Q a/9 y///� , 111 / � //I//r//7�'UJ,/ r , // l l , ` . - 0 � O \ )\ \ \ ` \ \ \ �$°`°\e ° �, � J `r \ 0 0 U) 1 \ .p \, m z \ 1 1 I \I 11 \_ + \ \ �po`o-a� /f _ yr I i' % / N% 1// / //7/ //, / // \ " O O \ \ \ I 1 \ \ "� U - \°ao\ \o _ + z n \\ \, \ \ o / , r b // // / // l / \ _+ \ 1 - \ \oo ^I nl \\ \\ o ' _ / // - - '/m e / 111/1l /IIII I l/ / \ \ � 00 O ' \ ) I / / \\\ \tee` \ \� _-\ \ o ` / / /// !i - -/ /% / // III l \ 1 / /- - \ o\°\ -�- __\ \ /%. / ! r r -/a✓�, /, //l, /.IIII J I l ' / N \ \ 1 - - �\ \ °•e \ ' -1 \ o '�\ ti /ii i \ l / P ✓�/ i/i/ /l 1 I I \ T 1 - �\ \ \. \ o o \ + - r l \ I o - \\ \- ]'i/ /i �\ ' \1 // /I1111111 I ,l I 11 // / / \ � 1 I -/ - \ . \ .. _ \\ o -_+ \\ /�--_ \_ �// f�l .eova 1 19a'111111f II IIII llllll I --- - __ - - �o�°a \ - \\` \ _ - ' 0 0 � - - -, i-,p/e�ii/ \ \_ \34 • 1\\ o \\ \\\/ /IIII\ 11 - -r �-\ \�' I -1 `\ \ \ - \ \ \\^\o .. o-.o-.w°- - �_- /// i/ /ice - ,\ \\ I \\ \°aa� \\\ \\ \\\ \\11\II 1 \I,\\\ \\ I \ \ \\ \ \ I - ' - _ \\\ \\ / /i��\\\ --i �S%i.✓�'ri/ - \ \ \\\ \°° \ `�\\\11\IIII \1 1 \ \ \ - 11 _ \\\ \"\_ / __-�_- _ - _- - / . '///%/ I � \ \,1 \\ �\ \ _ �- \\\ \ \\\\ ��\�\\\\\ \\1 \ 1 I I \\\ ' \ `\ , \ \ ` / I i� + I N. _�\ / /, ,/// / .. \\ \\\�_ \ _ _ _,\ °IIII\\\\\\��\\\\\�`\�\\ \ \ \ 1\\ \ \ \ \ \\y \ n`- / I \ 1--///i-/i 1 1 ) 1 I. _ + - � \ ` \ \\� \ I I // / /' / �/ i - \ \ \ \\ ��'� � ` \ \ I \ \ bII1 \1\\\ n\ \\�\ I" \' , , \ \ \` \ \1 \ \ \ \ \ \ \ - - i , /- /, / / I ,\ - - _ \ �If /', i- \` \� \\ \_\ - \`\\\\��\\`\\\ \\\\\\\\\ \\\\III\IIII 1 I�' \ \ 1\ ICkl\..I\- -' \ {'I\`_L.. j i i // , \ \ \ y__ - \� 1�1\I I'/// \_\ \_--_ _ __,\ \ ��=-III__ \\`\\\\N \\\,\\\\ \\\\\\IN \\ I �, Jq 1 �4j p_ - - \ \ \/ / \ c� 1\ \\_\ \ ` \ /ice-_�\\\�� 1 / _ \_�_ _ 1 \\\\\\\,\\\� \\\ \\ \ + I - / / _ _ _ _ \ \ \\\ \J1,1/ll / / - _ _\ _ �` �`� \ \\\\\ '' \\\�\\\\\\�\\\\\�\\ \ I \ \ \V1\ \ \ 1 - 7di 1 %\ \ \ ` \ I \ \ p. \ ,/, ,/ CCCCpppp�/// - - - ♦ \ 1 11 \ \ 1 \\ \\ \ \ \ r _ \ \ r / _ i \ \ \ \ \ b- \ \ �/ __�__\�� \\ \ \\\\ 1u\ 1\\\\\ \ \ 1 �\ - - A /�' . : \ \ \ / /l / // _ \ - _ \� \ _ _ .. � N. \ \ \ I, 1111111111 1\\ \ \ \ \\\\ \\\\\ \ ,\ \� f \ \ ` _ \ � 1 . , 1 \ : \ \ \ \ I / - / \ \ l I ! / / r / _ \..\ _ \ _ \\ \ \ \ \ �l. III \I 1\\\�\�\\ lll��\ \ \ \ \ \ ,/' 1 \ \ \ \ \ \ r 0 \_ \\\\� , 11l11!/i' s _ \�:\`\\\\\\\'\\\\\ ,\\II (IIII\1\\\\\\\\0\\\\\�\\ `\\ \`N� \ ``y /\`\ ��/ L/yjfJ/I /�/ / I\ I 1 I \\ \�\ 1 ^\ \ \`\`\ `\ \ -//11/ \ y�1 \ \\\\ \ \ \ I III \\\ \ \ \ �L \ �l'J' \ _\ ;\\ !, l�j t-=�L= . ,� \\ )\ )IIIr1111 1 I, \\\ \\\\. \\ _ - . a 111��`ddd {/�l \/ ,J,hl // �_ _ \\\\ L,��\ //////f' f _ �\`\\�� ' �\ \ \1 11 II II 1\\\0 \� \\��\�` \ d°JO�+ I `�� / ��/W %� �(�1111111I I \ \ \ \ \\\\\\ \ \\ ` \\`\ \\\` \\ + / / \ \ ) I 1 11 \\\ \ ' \ \ -� \ / / / / , \I 11 \\\ / ///r // \` �� \� \ \ II \ 1\\�`I\ 1�\\�\ \��\�\0�\ `\�\� \\\ \ \ ��--( \ I / !!'i I, '�- -''/1 I I \ \ T� \ \ \\ ` ` \ ', \ N. \ �/ -\\\\\ ..//I ��/' \ - _ \\\ \�\\ \\ \IIII J\\\ \O\�\`\\\\\\\\\�\\\ \` \\\\ \` \ \ / A "\ //// 'OI I lam' I 1 \\ \\ \\ \\,, \ `\ N. \ �r dOa \ \<� - , I I � - . _ \\_J \ \ \\ \ \\\\ \ \ \ \ I IIII - - _ \\`�` \ _\\�\�\'\, \ \\\\� \\\\V\ \` \ \ \\ \\ \- \ I r � -� I \ \ I / / / / /' I 1 1 ' \ 1 - / \ \ \ I \ \ \ \ \ \ \ \ \ \ \ ' A / L� N► \�\ „Jl I r - _ \ \ �-\\\\ \\\,lllll�IL('/,, - ,`�`, ,I\ ,`\, \\\\\\\,\ N',\\\\ \\�\\\\\�� \ \L..1r-f-� \ \ \ / / / I , 1111/'J,j;(p\ /' -- r \ \ \\ \ \ \ \ \ \ \ \ \ / 1f. / - \ \\\ \ \ \ I \ \- // / \ \ I ' / ' / - - -_\ \ I'1 ! '/ - \ \\�\ \I\ 11'\ 1 ///i / \\ \\\\ \�11 I\\I1\I\;\\\\\\\N\\�\\\\� -�_� \�\� \ 1 \� + \ \ \ /' / ' /t I' ' / - \ \ \\\, 'I \ \ \ \\\ \ \ \ \ \I f L / a.r - `\\\ l I I /- f - _ �i•1 \\\ \\ \\\ \1 /�/;; \\\\\\ \\\ 1 \\ \\\ \\ \\\ \\ _ _ \ \ 111 }. \ , // / I rl - - \ 1 \ �'\ \ \ \ \ \ I I , �s f A 1 1,, / - _ - _ \\ \ \ \ \ \\ \ \ \\ l / \\` \\\0\\\\\ 1�111 \ \ \ \ \ \ ) I r �/ w �[ / I 1 _ \ \ \ \\ \ °Ij_T I / - \\`\�.� 1/ I'1I / r -` ` \\ \\� \�\`\ CNN' , /,/, "��`\\\ \k ,,,1%%,AI,I\I\N \\\\ \�� -)11 //' //" " , / 'I � \ '\ / / / I I I I 1 i� �.. / 1 dal \ \ I \ \ \ \ 1 \ I 1 ,\ - \\\\\\ ' / I '\ \ \ \\\ \ / / _ \\\\\ I l \ \ \ \ l ! // I / l \ - �' / l I 1 I �I I _ X/- - II r \ \ \ 1 , 1 \ \ 1 N. II �/� %'\\\\\� II / /-_\ �__` \ \\\\\\ \ \\ \IIII'/ ��\\\\\\\\\�\\\'�1-\11\ 1\\\\\\ll I /I�llilll!/,///// r!� 1 \I I�\ \ I I 1 ' / -' ,11 ' 1` \� \ \ \' 1 I \ \ \ 1 /i/ //// l ! / -\\ \�� I ---_ \ \ \ \\\\\\ \�1 I111// //,/_\\\\\\'W\\41\\\N \\ \\\1 I )lllfl I/I I /!!// I�VI 1 / I I\ \ I / \ \ , 1 \ I 1 / I I . \/ ' '7i\\�` `/,' II/ 1I / I \ ` '\�\ \Z\\\\ \\I�\\III\ I,11j,/////� \�\\\\\\\\\\\\\\\\�'\\\`\ \\\\\\\\IIII /III I\/IIII\ (' Y1 I I 1�' l� C ' �I ( \ 1 1 \ 1 \ 1 I / ' / \ \\ 1 1 1 1 / x T / / / _ \ /r / h/ l \ \ I II I ` \1 \ \ \\' 11 I I ` \ \ \ \ �\ \ \\ 1 1 1 I 1 �l 1 / \ \ 1 I , \ \ \ \ \ 1 \ / //� / 1 �\ \\ \ �1 I I ! .4-1 \�\`} \ \\ \ \\I\1�1111/ /////r//-/' \\\\?\\\\\\\\\�\\ �\\\l�).V, \\\/IIII\� I\�\\11\'\I\\'\\\\/,IIII I / /i b 1 �\ \ I\ I , 1 , '/- / /\ III " 1 \ \ 111 �\� \ \ \ \ \ /" Jr'/r/� NeiCC�JJ y \ \\ �� 1 / i \ \\ \ \ \ 1 11, /r / � /- \ ,\\ \\\ \ \ 1 1 \ I \ r// L' 'V / // _II 11 �� i 1 I I / \ \ \\\ 1 11 ,\ \ \\\ 1 1 11 1 r - \ / \ \ c - / I . . \ / / / / \\\ / / , \ \ \ \\\\\1\ 11 / .., ///` \\ \ \\\\\\ llll 11 1\I \II\\ \ \1 I I\tll I '\ / / / \ �- /� \\ / III\ / r \ YI\\ .IIII ^\\v1c \\ \ \ \ \ \ \ \ % /\ \\ , l I I �\- \ IIII,, Idllll l �// �\ \\\ \\\\\ \ -I11 )II' I11 , \\� \\\ \I 1 II 1 I _ - - - 1 _ 1/ .I I / \ , ",i \ \ \\ \ 1 IIII ll// \\\\\\\\ \) )I/ . I I \ 1 \ \ 1 11 (/ ! - I \ \ \ \ / /// , , /'r.\\ / l TN • \ \\\ 1 Ill/ / \\ \\\\\,111111 111 1\\\\,,,,I\ \\) I i �r f \ \ \ \ \ / ! / \\ , / I'�r \\ \Iql II ////�\ \��,, \ \ \\\ // II 11 I II I _ _ / . - I II ) 1 h1r\ \ , ) \ \\>/i '/l //w /�i \ \ - 1\��,:/I// r r - u \ 1 Q\\ \\\\\\\\IIIIIIIIII//,/l11/ ///�� ^\\ \\\�\ \�\-I11 //III 1 �' II I l I �� }\\ --- _ ,/ 1 I -\. _- // \\ / / / -II \�\\%, \\\11 ll / \\`\\\\\\\ \\\\\111ff1 II ) I III I \ - �' - i V / 11 l��\\I \ / / 1 i / r I \IA\ 1 I I llllll//,111/ )Ill //// ` \\\ \\\, \W \ \V_J) I 1I 111II 11 /` 1I! /�// % 1_ _ �! - \ _ I / l /I I r_ v - \ \ \ \ 1 1 \ ;�_ (11 l / '' \\' /,/ �l\` _'// ij /- uI` \ I' \\1,1 I 11l // // /� \ 0\ \\\\\\\\\I"I,, II II n11 III'Ml1 I I Y// \ / ( , _ `r=- I Il' I .I%� \ \1 \)� !)' N. - / / / . \ \ I I // // . \ .1�,\ \\ \\�\ \\IIII III III I I '�I � - �' � - I / , , � / , - _ 1 \� 11 I, / I /� - l \ / // / _ I I \ 11 1111j1 / / / \ \ i \\ \\\\\\ \\\\�\ I I 11 I I I 1 I I \/��'J / - - - y / / , 11 \ \ \ IIII �'' / / i `�I I\ -�',\ - //// / /%/ \ \ 1' l\\' '1 1111111II11��f�////r//i/// �� \�Q\��\�\"1\\�\\\/ IIII 1\ 1 1 \\, \ \ rn T 17,, r /� \ ! - - - I 1/I `_ Ir - 1\� / \�\ 1 - '-r II / / r \ ti / r 11 \ II I ;U V/ /o _ If / l r - /- ;, r ,//, _ ,Ij)\ II I 111Lor / \ \\\\\\\�q\o\\\ IItt l \ \\\\\I , \ M '` / �,- _ ,' I -- - // \ 1 IIII r// \�\\\\\ \ I \�\�\\ Y Cn Q CA I \� ✓i , , --_- /f I \ , 101 I I 11 I I / / /' r_ \ _ \ \ \ \\\ \ \\ - 1 \ \\ \ \` -� T I .- ,/ / - III lI' / -\\\�\ \\\\\. \\ \ \F \ 1 / '�\ C V \ / 1 I ,Il , /r , �� , �� \ II 111 / ll// / l \ \ ` \\\\�\ \\I\:\� `:�\\ \ rn \ , / �� - -\_-_I ,' lI 00 �•-^\,\\\` ll I I / / \ �-/ / / / �r \ \ \ \ , , 11 I 1 I ' ll \ + 1 \ \\\\\ �0\ \\ `) ` \ \ \\\ \ Q� 1y � I O I I 1 , / � \ 2t , / 1 \ \ \ \ p I \I\11\\I\ /�11,/111 I l� \ 1\\\\ \ \ \ ��\\__1 / \ \ 0 \\ 1 / 17 P '1- _ _ \ _ N N - - I / ll , ,I \ \�\ \ , I 1 I I \ \ 1 I 1. \ \ \\ 0\ \\\�\ \ \��,/ I)I , J\ \ \ \ _ _ - _ N I`F \ \ ,/ rr \'r \ \ / i \` �\ \ 1\\\111 /llllfll I I A 1� \ \\\\\\ \\\\\\\\\\\\\,\\\., / /! �> \\� \ \ \ / / - \ o o �\ IF _ \� \\ Il / // -\, I 1\,\ I\VI II ` \ \\ \ \\�\\1111f1 (/ \\\ \ Gr / / / I 1 N N O \ / \\ 1 III/I rir / -/ \ \\ \\\�\ \\\11111111/Illllll If -/ \\\ \\\\\A \\\\ 1111I1111r/'�j, rn \ \\ / `// /w\ _ � N (n _ r \\ \ I 1 I Y / - - _, \C / \/ \ \ \ I „l 11 I , / / \ \ \ \ \\\\\\\\\\\��a\�1111 I I, / , \ \ \ \ � � /, , / - \ � // - , \\ \\ \ IIII I / _ , _ s / - / \ \ \\ I, l,ll111 I II ,/Il/I U I /. \ \ 0 \ \\\\ \\\\ \\\ M\I I ,� u I , / / _ \ \ \\ \ I T y`/ r , . 1 0 o cI /I _ \ \ n',I�II 11 / \ u 11 / \�`1�I\ll I/ < \ \\\\ I 0 0 0 / _ _ \ \\ I - 1 III\ \ / ll l/ / \\ \\ \ Yli\\ \ / \ \ \ l / \ 1 \ / / i \ \\, \\1, IIII \ 1/ \ \ \\ \\ \\\\\\\\U\\\ ° \\\1\I ,/ \ \ \\\ \ / \ O O O F \ \ \ , / / / 1\\\, v I/II x \ \ \ \ \\\, \ \ \ \) \ 1 / / r 1\ \ \ 1 •Cs /� / �� - �l O I \ \ / - \ -i ' IIIIII/IIII /�� I/I - °� �:^ �" 4 \-_\ \ \ill/ 111 \„ 1l ;! . II\\ \\I\ P\ \ \0\\\\�m�\�J;31\.IIII, - m O \I \\\\\\\l, �L, // =�.Z__ _' p _ \ "�/ \I- I I 1 1 "II /' 1 \ \\\\\ \\\\\\\ \ l/ I1I Ill ( )\ \ \ \ d- 1 _ _-N \ \ � _ rn \� \ 1 \ II111oI/ i A ! ' - \� / �\\\/ 1 III III\\///I' / / II \ \ \\ \\A\\\\\\\ 1\II I'fll II)I � � %/)II\1\\\\\ \ \ I 1 /r-I-I \ � I,� \ _ �/ r l\ / , %h \ I I t t I I .1 �/ e � �^\ \ \ \ \ 1 1 I , \ l "'L , 11 N \ \ . ''� , \ -kll,, VI I 1 / / // \ a \ \ , 1 1 ,� 1!Y (/1� \ \ \ \ \\\\ \\\,\ A I II I // O / / \ - - II I' / / i,' \!`C 1 l \11 \11 / 1/II /('( \ \\\ \\\ \\\\ I IIII / ,//- 1 \\\\ \ I I / 1 IL.1 I ,�5 I ,/ '\ ` \`_ \\II\ It\\ , I +1 ' � \ l ` \ \- /IIII ) }. \ \1 \\ \ \\\\\� `\\ b' ll 1 /1I T , , IIII 1 1 1 I 8 11 1 , I i" '- ' , \ \ ''/ I,^\ I� fl \\ \ \Ill\ / II // I \ \ \ \ \\\1 1 1' 1 I I I / I _I \ I \ X�- \_ \ V , fg / r / \ \ \ \ \ l / !/ ✓ t `; \ ` \\ \ \ \\,\ll\\ I 11 1111 1 - � - / IIII / ' I \ \\ \ \\ 1 l l \ \ I .i ll 1 / / ' \\\\\\ \\ I ll IIII 1 '\ / '1 1 - - �_ / / I / / +\ ` \\ \ \ \ \\ I I it \ \ \\\\\ \ I/F 1 J\ "/� \ y \\� \IIII,\\/ / IIIf l^ \ \\\\\ \\\\ II,\ 1111j1f! 11I -I I , I \ r/:r, \ \�� \\ \\\\\ \1 1��1 I ylr, // � - / f \ \\ \\ Ill f r \� \ \ ", \\\ / I \V C - / 1 1 I I I I I L � 1 T T \ I / - r , I . \ \\ \ ,,►`1�\ \\ I / \�� . \ \ \/�\\\�1\\ \ f1 11fJ11 / \ N, \\\ \�,\\\\\\\\\\,\\\//.IIII\ \1 )� - -/ /, I \ <_ � I\ �q \\ - \ \I/I-yl_ /1 - , I/ "\\\Q,\I, 111 , 1\ 1 / ��\\ V \J� z5, \ j9 J'I I II'I I \\ 1V I ` \ \ \ \1 ,10\\ \ \\\1\ 1 / . 1 ` I \ J I \ fI �"\\ \\\\\ h` 1h' / oA \\ \ \ \ \\' I �" 1 \\ \\ \IIII\\\\\ / I \I1 _ \ _ _ t J1ti �r - \\\\\\\ \ \\ I I 1\ 1/ ry 1 / -\ \ \ \ �\ \ I 1 II \I �v \\ �� P\\ 1 \ / \ I \ \\\ \\ \\�\ \\� 1 1 l \/� \ \ + \ \ \- , III / i/i, -. \ w � \ \\\\\\ \ \\\� \\\ / rn / ' / t I I I . \ \ \ +'� - _ - /I 1 \I \ I Ill�lll)//1!1 , 1 I I / ' - - \ �) \ \\ \ \ \ / �\/ 1/ 1 / \ \ \ \ \ \ \\\\\\�\\ �(1) 1 l 1 f /' ' / 1 _ 4 , \ I /// \ 1\ ,r , 1 L\il�- �,i11\ 11 Ill 1Y 1'�I 1 \ I I \' c) _ ` �\\\ L] \\ 11 ,PJ} J \ , \ \ \ \ \ \ \ \\ , t 11 J /) + I I - I _ I 1 ,11 1111j I�/I \I I, , / -- ,\ / \� �']1\1,\yam/ \\\Pj\\I \�\\\\\V\ V\ 1 I\ + . 'll _ , , _ r '�' _`\ r 1 II I I I 1 / )\ ) 11\\� I// , N. \ \ \ \\�\\\\\ \\\� 1C ,•,111116- /� \ ' l ' t I � _ III \ \ r I ! \ �' �',1_�,,_ ` -i ' / I I l I I / +\ 1 1 \ ,�L\ I I }I\�._ /i ,/ I II 1 \ \ \ \ \ \ \\ \\\\\ \ \\�N \ . \ I I / I �Y \ / \ \ \ I I � \. -I� III II I II II I / / \mil\\\ II \�\ / \ `\ \\\\\\\\\\\\ \"� \ f If/ J I I \ I� (�'^�- \ \ - _ I111i3' I \/ 71 / r , I \ \ +, 4� \ / I� I \ \ \\ \ \�\ \\\ \\\\\\ \\ � \ , 1 / / !� ) I I I \ ---j/i/)1111 I 1 _ \ \Il\ \o a(el y�.. `, \ \ \, \\\ \\\�\\\ \. rn \ \ , J / , I I \ 111 - \ _ �• --r .,\ \\ 1 / /-/ /� 1 / 1 1 I / n"/ / - \ \ \ 1 0`.i�l'-IIII Y\ \ \ \` \ \ \ \ \ \ \\ \\ \\ \\\ \ \ ) I / I I I - \ 1 \ 1 _'�- T _ , , \/ r� / \\ \ \ \ , T I,. \ \\ \ /V / I ( /^iV /I� I Q O1,\\�\ 1'`%m�\\r� \ / ) 114+/Y- . \\\\\\�\\\\�\\` �\\\ \\\\ \\\ \ ; / r) rl I// /� \ \ I I --- / \ l 1 \ // l I \ 3\ \ IIII / �' \ \ \ \ \\\\ \ \\\\.,\ 1,\,\ \\•�\ \ \ \\ I \ \ \ \ Ip\ \ \ 1 j I I I �\ `\\\ \ \Ira' / n \ \�\\\ \ \� \ \ 1\ \ \ ( I 1 Ir / \ \ \ I I I 1 I 1 I l I , � ,/ 1 I n� n \ \ \\-`_�> W � 1 1 \ \ \ � ` 1 / \ , \ \ \ ^ i \\\ \\ \ \`\.\Q�\ \ \ \\ \\\\ \ \\\ \\ \ \ I I�('41+ + / II I I < \ / I h \ \ �' - �A i \ � 11\\�-I - I I r/ 1 �{ ` ` \ V lIl \ - \ \\ \\ 1 \I / I III 1 1 1 , 1 -=-1 )\ I I ) �-c \� ^ / / / / \ \ \ \ 1 \ \\ \ 1 , n I I / / - \ - - \ 11 1 II Iy\'r 1! \ I/ 1 '1 / \� \ `� / �\\ \\ \ \ \\\\�\�\\��\\�\\\\I \ \\ IIII,1, I / I II I __ \ ,\ 1 I� _� 1 I ' \ \\ 1 ` /� _ - _ -,xevieFN I, \\ \ / ` \\ `X \ \\ \ �\ \\`�` ".a I I / 1 - - \ \ I 1 I �� \ `''ii�y I \ - ;\\ `` \ / \j- \ \ \ \ \ \ \\ \\ \\I \\\, I 1 I I \ I I / \ 1 /I / '- -r _ \ /, 1 \\ ,� \ \` \ \ ♦ , / \ \ \ \ \\ \ \ \\I ��I,I I I 1 \ I \ \ /1 11 I - - r' ; \ III I - \ \\ \ \ \ \\ \ \,\ \ `� �/\ (\� �`\ -%i/ '��_\� ,- \ .�`y��\)`\p,,sllII/I'I \' III \A - - II IIII +/ ` 1 - - -' / \ / ''�'�\ \\1 1 - \\ \ ' I\ J� \V\NN\\ \ ` y \ \ _ Y \ _ _ / / // \ �" �\� �i\ \ \'\\ \\\ \ \ II /I [I\ 1 \ \ L- I / / \ \ \ -1 Sp \ II IIII I \_ /�,� \ \ \ 1 �. / til r- \ I \\ \1 Ll I _ i -///\\'I\ \ \ 111°"+\\1I \ / \\ \\1 '- \\\ , II \ \ �e �\/ \ \\\ -Q .��//�� \ \ \ _ , mil' I 1 r / \ / \ I qlI - . 1 11 1 1 l\�\` �__-^ \\ ` \ \\ \- V' \ V\ \ Iv\ - _ '�._ - - 1 - _ �' 1r1y`,�\\ \ 1r4I\ I \\ �\ ` e \ /l /Lr - I I , / \ \ ) III \\\\\_-1\ \\,\\\ \\\- \/\ \ h - _ `�_-- \\ \`\ \\1 /� / / \\1!\\ 1 I V 1 I I\ \ ---� \ s _ +%'/1/ f(�I'r/- ( I II Il �/ 11 I • ` ill \ / ,_\\ 111 I I/ \\I�II�\\\,\\` `\ \\ \ \/` / __?\\ \ ?' \N� / 1 \ 1\\ \ IIII / \\_\\\\\\ \�\\\\\ �\ �'' �_�i �/ ��.^\\�� \�\` \\\� j�--�tr ?\' \ 1\IIIIIII Ili \ \ =^I I M \I\1\I \\ �\ 1111 II Il/II I , -..:� ---- "�� \ \\I' 11 // \ma c\�\\`�\\\ \ \\\\ \\`\ z5 / Y 1 ��_ \ \ II _ -\ \\,/, \\ \\\ \ \ \ \ \ _ - \ \ _ A ��\Q��\��\\\�`\�\\\� \_-�Z _ i"// `:�__��\ I 1 -i ,�\\�\\\\\\A.�\ / + \\ 1�\ \ ^4 I I'll, 1 r �- + /'IIII\ \ , III'• / ll IU I - - \ 1 1 1 - I\I`\ \I\'/ g\��\\`\��\� \\�\\`�\\ \ ` // / /i - `JYlI'I�l/i i / / \ j�%( / \ 'y' \ \ \ \ I1 I \ \ I I I ! I ) \ / \, �N' K\,�\� \\\\\\\\ ,,\, Ica - / j �`'��r /////� /_ _ / \\ I 77 \ �1 \ - - - _ - \ \ / , \ �\ �\\�\�\\�\\\��`\\�\�\\�-_\� _ �--1},l\Y//O;/%/� J %- \:'\\111 I /\ \ I �\ \\ _ l i' _1� ' \\\ _ / (�Y�1 l\ \1\ A 1 \ I l \ .I % 1", l \I \\\\/ _ \�\ `\ \\\\. ,�\\ , , I \ _� � ___ \\ \\ -� 'IY//,/ / , _ - '/, IIII J(/ \ \ ) ' I , `� \ �) i � � .�..'}P- _ / / \ \ \ \ l 1 l u 1 1 \ I \ \ / _ 7 v \ \ 11 + \� \\N / / \ \\0\\\\\o\\\�\\\\ ,�\_;;_�� i,- -I'I /' / // r = r + 1 __ -�` J _ `l \��\`\\\\o\\\\\\ \�\\ - S� \ I ,�/ ///// /G //II I \\ \1 I\ \ Yrr�' - / Ii I + I1111 I I 11\ I l I1 _ - / \\ 1I\\\I\\/, \\\` - \\ ,\\\\�\`�\� \�_ =\�\�= 1 >\111/'� /// lI / '//'�� -_-//1 \� \ \\�I► 1 \ J �/� _ ` \IJ ��// I I 1 /IIII \ \ \ \ �I I /� \�c I I ', ` \II\\ / �--- _\\\\\ \ - - I / �1111 III I \ / / /�'' / ) \ \/ - - \ \ \ .� �-S /``�- / _}- I--�-I\ I �p 1 \\\ // __===.N,,,N��\\� ___=IIII//Yr%/// , /�'�'�/� /ill 1 ( - / \ ` ! ) , 1 I / _ , \ ��C \ � / 1 1 // // / r'--- , 1� 1J i I - - / I \ -� 1 �, Y \ \ \ G/� _ - � , I) _ 1 I I 1 \ I 1 / - I li \ � I ' ' \ _��o\�N��ZZ - 1\!I/II��\I\,1I///�/ / Ir/�i / I I ice'I"hYl / r ` - 1 i'j 1 I�l:, �[��_\ I -- 1_ I III \ / / l I/ I / \N Ill - \\ \ lllll(Ir1111 p\./'IIII'. 1!!///// i r� I I I ( i� / _-- -�-I .P \I\ l ` \ -�r' -y �/ ' `I L I I i \\ %'� � I I - - \ I I \ \ \ I I I I \ \' \ / / I I I 11 I /,/ �. �/ / _ rY �1�-- -�\ C!"_' , 1 -'I I 1 I ` _ \ \\I n I 1 I \\\,// _� `\\-`' , 11 1 1 11 \ � \ I , .It'll\\ \ \\ \\\\ \ Mil / / V , I , , I \ ( _ � - / / \ \ , , �(I I / . \ \ ' 1, \ \ \ --^_-`-\I\�\l I)\\IIIIIIIII,1'\\\\\\\\q\l\IIII f I\ 1\1 Illllll�\\ \`\\_- O� -- \ /�_ \\-^ 0, \\\\�\\\\ C\=�-^�._\_` •f)I �I 11 11 , \ I n,ti I tiI\\\\/ /�^-- ��:\_(\//r//�III/III\I�\\\\\\\\\\\�\\\\ \ II P \\\ \\\� \\~ �/ -�\ \\� �- \�\�\ `' VI T y-' ��' - _ III III m I 111 1 / 8 C C.'�I R\ / \\\ y\ _ _ _ I Ill A\\\ \\ \\\ \\ \ \ \ 1 \ ` \ l / /i - ]�\�S \\\\ ��\ \ �J" \ i'*\ ' / _ \ - _ - /11 1p ' I f I I \ 1 l \ /-_ \\•$--- S \ \ \ \ \\\ l ,1 \ \I ^M / ii/ \ _ '%" \ I 1 rn l 00 -u O „\\\\ _�2 : III \ \\\ \ \ \ \ �\ \ \ \ I 1 \\\ \ \ / T T f -\ _ - I\\\ 1\ ,\� \ \\\ I I I ICI 11J'\ ,/�/Ol• �,-\-__ ,\\� L _ ---_1- _ // ) I I II 1 / I o CD N \ �� c _ _ r \ 1 \ \ 1 1 1' I . \ \ \ / ///�\\ J'\\ \_ �_='I I11\\\\\\)%/%/\\�/\\�1\ \1 t I! I I I \\ / "'-/, \\ \ \\ \ , N, \-� / _ „� \ \\ ' 1 I 1 / I I I \ (N N O �\ �+I \-_ _ >--EE I I r / / \ l \ /// �_� \ \ \ i \ - --�'/ -=M -�_\ Qi / 1 < , \ 1 ( N an \ / \\ ` ` l 1l i - _ � _=- - J_/%ii/// /// I I I \ 1 \ r % //'/,/! I / \ \ \ \ �� \ N.\ irl�_ ` - - / �y / 1 1,1\ _ O o � � 7_ t* /1 1 '� I j\ \ ! - ii - _ - �� _ice /// / I 1 / / / I V \ \ \ \� \ / _ \ �! / 1 I / O O 1� 1" / \ \ \ ♦ \ \ � / - I I, I \ -� - /--/may. 1 r \ _ / i \ \. / O r fill; _ / ' - - \\` f , � %,/ �S: �d�/'f' / I� I I _ / / //' I / f \� - - / � i - , 4z- ` ' - / I �Y W I I / \ / I %%�/ / / / I \ �// / // / 1\\` --\\ \<- \ \ - ---�-f L I - , ,I\ I \ \ 1 I \ I I / CO Ul O r,j ,1 rn i / - Op -�/� �/ / /V - III!_ _ 'i// ' //%/ I\ , �1 \ \� �1-1 \, �/ \ 5d� - /'- / C_ - _ - ` v, 1 0 , \ \ I \ ' 111' \ / / / J/1a' / / // / /V I \\ // / IIII / // \ U11 \,��l/)+ il�� \ `-j�� -�� \\\` I ✓ h= Z 11 I-,,' , li \\\ -i�/ca i I 'I / ' I II ' ,C ` , / /ii /l / l ! I I > \ y _ < a� y !/ Ln, l 1 \ -f - N / \ \ I , �? - , Plllll, ll 11 I �I 11 Y \ L1� / ' /�r � ` /!/'/ �%I I I I \ \\ ` w� / _ �' l/ ''T ' / +/ ��ZI '"' T _ -01 1 , I I 11111111 1 1 / I / , - \% / -� 1__ / p II 1 I / I '/-Mf �. / Ik////l1 1 1 . ` > I / i/ %- is�' �-a-I'L*L-\ I / D // \ I, I / '��` \\ I 111011/1/' I�)C; Il , 11 / i' i( \I �\ o ', / ,l I I / I I I I \ \ <\ z ��'// �_ r j l \_�\ \ �\ /r \, I I LOlr \\N�\\\ \ ) l'-- - µ� / I� i /�1 \\\ I /, I ,q\ �� \ i\ \ �9Vr� ,/�'\'-/-`�__�% 1\\ \\ \/�/ + , /„ �% I" \\\ + /` \ \\\\\ \\ \1 V o IIII 1/ 1 I' 1I /� / ( y l I I j, 1 I / l r \ T \ \ \ '/ r \ %' %' r \ ``\�\- c_ %/-� \\ /` / \ \ \� \ 11 I 11 j I,! �I /,/ 11 I I I \III I I/ \ \ �\ - \ 1 I - �,� /, //- /�/i, - 1 / + \ � 1 /i11f� lIC' \�( \ JY/ \/ �\\\\\\\` \ \� _ llllllf'II II I 1 , 1 j l'I "1I / P I c`1 - _ \ `\ 1\ ttttt d l I 1 I // \ 1 \ \ / r % r', IIII \ �;,� \O\\♦ \ \III III/ / I , I IIII W ' I /� 1 \ y\ \ �� \\ IIII '/ < Y -/,/r \ I I i)) \ \ - /,1,n( 1 + \� 01 .I . I I I /_ I 1 I t' 1 k. /_i✓ - ./-`C\\ �I I , /) �I \1f a� \ \%�\ \ . \ i 1 \. \ N , / - - i f�i r. \ / 1 i r / i' ,_- \ l�l\ \ / / / //,'Ilan,//l111111 \'. /%, C.'\\��..\`\\ _2I' 111j111 !I j+i �lll i.-I TIMMONS GROUP .•-':'•. m .4 , SOUTHWOOD PHASE 1 - BLOCKS 9, 10, & 11 iNv o � o COUNTY OF ALBEMARLE VA OVERALL PHASING PLAN 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 U3 DATE REVISION DESCRIPTION n m O - O N (�D 11 nn = m = , 1V ryr F 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 0 \ ■ 30' (MIN.) CENTERLINE o IL BUFFER ■ TRAIL - _ \ � _ TH O� 0 °WPO BUFFER �\ \ / / UGP o �UGP GP -- — Bryan D. Cichocki ° ---------,° lie. No. 53741 � OHP— — OHP—� d — OHP— °III I- — OHP— — / / _SSIONAL °° / // / ��'�:�.� � � O.HELECTRCTELE. TV ° ILINES N U TRAIL BUFFER N c > E _ ------ p ° v E EX24"HDPEAPPROXLOC.-----------------/ /� w cot _-Duo---- � / i w > 3 �O O o / / / e/ U N >i 0 0 / / / / //� / /\ / / QLL o3 to ° ° / / / / R PPE TER, / \ / / �', / w O m ,^ 0 0 / / / / /' / SE H PLANS' 1 / / a � V moo z ° ° o/ // / / 1 QQQ° ��NN a o / / /;:ui O ' o°000°oQo 19 W v / / 5 4. $ 5' I. QQOQ�OQ°O Z o x 0, m ZONE EFFECTIVE /a / / / - - a a e Q 00°0, 0 o FLOODPLAIN / / / / / / //' / . \\ a 533 ________ ___ ____ _ _ ___________ _ _ _____________ 1 °o°°oQ°oQ°o _ '= N z /, / f 1 e m°00000000000 a o 100YRFLOODPLAINPER o00 , ° o / / / / , / '' CONDO#y I OO°O°O°OOO ~ c ^ 0 0 / / P nO LOMRCASEN0.21-03-0029Po I 1,<. O°QO O (UNDER REVIEbItj , ° / / / / / �� (8 UNITIS) \ 0 w 0 o p / / PED RI N ./� i i CG-7 CURB 4' X 5' CONCRETE v r�i / / z' ` zo' O O O a ° ° o a� �/ CON LAS 53 DUCTILE ALONG PAD FOR (1) 16 DOOR I I la o°Qo Q o $00 OT SF \� 46.6' ` FI E LINE DRIVEWAY qp CLUSTER MAILBOX°o°o°o°o _ O�00000000°opo�jo 500YRFLOODPLA/NPER4 O , ° / \-�NSRANCES. O QQQQOO�°O LOMR CASE NO. 21-03-00 P o %� /' / j 1' TRANSITIONS - - OO°O ° 0 / / EITHER SIDE. $ TH - 2 5' SETBACK ° Oo (UNDER HIE , u / / / / i 20' TYP.Ln 100YRFLOODWAyPER oo °0 / 30'(MIN.) / / /,I�. \ �� \ LOT 8 L T1 LOT20 O o LOT 21 L 2 LOT 23 LOT 24 LOT 25 I �' _ LOMR CASE NO. 21_03_ 9P ° ° TRAIL BUFFER / \ \ i - BUILDIN 1 0 DSO / � j ADAP�\Rt'K G 1 SF 1 50 SF 350 SF 1350 SF 1350 S 1350 SF 1350 SF 1749 SF II .. p �' (UNDER REVIEW) ° , ° MOUNTED FDC 0 0 , 0�roo °° / VDOT S/GHT/ ' ACSA \ i SI f 0 o ° ° ° DISTAN�E / /' TER \\ � SETBACK 900 BEND 0 ° o �/ EASEME'NT / / EASEMENT 0 0 , 0 o dye / / 1.5" WATER i r I w i 20' 4 1 CG_6 w w 0 °', o�� ° 0 °� / / ♦♦♦ / /� / j METER/ / g=.lP-)' . _ ° ° o ° a ° ♦ �� / \ 3 9 Deese 1 R3' �® 18' z ' / / / / ° / ♦ / / / 4" FOUN TIO?1' SAN AN SAN 9 DATE o ° MANAGED ° 0 / / / °a- SAN S O 0 STEEP SLOPES / D TIE -TO `. /a, I I I 0 o ° 0 0 (TYPICAL) 04 0 pcfid�� / / / / / / / STORM WER \'\ v $"x6" I 0 0 0 / / / / / - ;`\ TEE 6' GV a I 3' 0 9/20/2022 00° 00° °00° // / / // a:.s �\ O $ 8"W —Al 8" I R106' `SA } DRAWN BY 0 / / / / / LOT 78 4„ GV ' _ _ - - - G R3 8'LV M. DENHARD 0 ° 4010 ° ocd�'' 0 /a / / 40' // // / 1927 SF - A' $' --- -- - ------ -- -- - ---- - - --- - -- -- ----- - - - - - - -- ----- - - --- -- - - -- -- --- - - ----- - -- --- ❑ R3' DESIGNED BY 0 o j / \\ z0 Io �< 0 / '°? 8"X4� .17.'• 1 • M. DENHARD o ° o � LOT 77 8"X4" � � 0 0 0 / / / / 1400 SF ''` TEE TEE .' •FHA I I J..a Q 18 • 0 0 0 / // '�, gI I 9, • CHECKED BY ° / LO 7 ( a; / ° ° ° '' / OPO / // / / 14 SF LOT 76 \ + / • B. CICHOCKI o ° p 0001sp // ��3^�� / / // / 1400 SF �': \ 20'TYP. 22' I� J • SCALE o / •, 4" FOUNDA ON 8" DIP .11) !(j / / / 32' COMBINED � ° \ � 16'COMBINED ° /6 ° ° °� / CSA SEWER , � i^ .� �' ' „' DRAINS TIE O �� ACSA SEWER � • 1 "=20' 0 0 9 J / / 4' RETAINING ? CN . ' . : • : : LOT 11 - - - - AND WATER - - - -A4 S SET AC - - - - ° ° ° ° a��/ / / �V`Z' O�C� / / ND WATER \ 2354 SF LO 12 T 5 OT 16 1 ORM S� R I _ _ Q / WALL :' : NT - 7 TH - 22' ° ° � �l�j � / / / ; , SEMENT : � ' , ,: �� \ I ,I , ° / O��Q �� / / / / / LOT 74 �a / \ 1780 LOT 13 4' x 5' CON RETE 1400 SF ' $ : 1682 SF 16� 1SE— 1591 1599 SF 77 SF �I / o�< 0�' / / _\Q/ ,4D� P NDA TON '� \ 4' X 8' CONCRETE PAD PAD FOR ) ifiRQO 1I 0 0 / \ / / \ \\ j; FOR (1) 16 DOOR CLUSTE MAILBOX a 00 / / / / // j / M WER LOT 73 z4' 0 LO/T'10 ��.�\ \ y CLUSTER MAI LOT 26 0 0 ° / / / // 1400 SF <'};;:! 2274 DOOR C UST R MAILBO 5 2'F54 o O / / • ' .0. 06 �Q- O COORDI WITH USP I 1 v XC,.<z *� / 1\ LOT 72N / T9 1 O o / / / / / / / / 00 SF g 1752 SF /,: - , 11 /' f. / 5' SETBACK / I \ 1� o / / / / X S SETBACK '� UC R / / /' • 'f. / MODIFIED CG 3 CURB. 1" HEIGHT o / / \ LOT 71 8" CLASS 53 $ TH - ALONG DRIVEWAY ENTRANCES. \ o / / DUCTILE IRON/ T o // R15' WATERMA1N/ LOT 1' TRANSITIONS EITHER SIDE. V , f ` TYPICAL ALONG SOUTH AND EAST a�0 / / / / / INT 7 1'67 SF SIDE OF SWEETBAY STREET. V) 8�C '`. LOT 6 162 / \: ''' . � MAX.25'SETBACK 0 f \ \ �C' 0 15' STOP A \ 9.0 2161 SF / (�) Q 33' COMBINE W V J AND WAWR 5' MODIFIED CG-3 CURB. 1" HEIGHT W O Q a SEMENT ALONG DRIVEWAY ENTRANCES. w > 1' TRANSITIONS EITHER SIDE. N N L w TYPICAL ALONG SOUTH AND EAST a a a, -I i--i / / / �'• SIDE OF SWEETBAY STREET. Q / TR-jWL B FFER w J aD LOT 5 / e FH a ° / a H 'NO F PARKING O Z) FIR/FtANE" 9.84' S N W 06 / SIGNS / / 1 6" DIP \ \ `� • / LOT 4 / ` \ \ Q O 1604 �51� / �' `, 25 $0 N / \ \ \ f U O 22, /STOP AND / 6 02200 UNDER SOUMANHOLE RTHOPOSEDWOOD 8" CLASS 52 \ \ \ NOTEMAILBOX LOCATIONS TO BR COORDINATED / ROAD NA 0 VILLAGE 1 DUCTILE IRON \ \ WITH THE POST MASTER. I..L / / SIGN FiYP.) 00 \ P (,� a o C SDP20z000048 �V\ ERMAIN \ \ 2. REFER TO PLAN SHEETS C4.9 - C4.11 -LOT 8 /' / \ \ EASEMENT PLAN FOR INFORMATION ON / 6 G 5JH - 22' \� D / �" \J MILL D OVERLAY \ LOT �/ \ � 8" WATER MAIN PROPOSED EASEMENTS. / FHA LOT 2 16 SF O�\� O�� PROPOSED UNDER IN AC CE \ \ \ O / 3. ALL WATER/SEWER SERVICES CANNOT BE / 17.5' PRESCRIPTIVE 16404E z � SOUTHWOOD V T D. WP 2 \ \ \� ESTABLISHED IN BLOCKS 9-11 UNTIL THE / �P VILLAGE 1 INFRASTRUCTURE IS INSTALLED, 0 EASEMENT 20' / VILLAGE 1 / � � O / ETBACK Ei \ TESTED, AND ACCEPTED. (TYP.) / / \ \ GP a�SDP202000048 1 v _ / \ 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE 1a�I7' ` \ / OPo��y6 �� \ \ y A HANDRAIL, AS SHOWN ON SHEET C1.2. / 19.0 LOT 1 ° /° NO PARKIN(�O 6� J� a° 5.25' \ 2129 Ski SIGN �p 5�V / INT 10 `M<. 2 CURB. LEGEND \ 5' MODIFIED CG-3 CURB. 1" / \ GA GE ( ) HEIGHT ALONG DRIVEWAY / CONCRETE SIDEWALK O \ 4" FOUNDATION 7.0 ENTRANCES. E DRAIN TO 1 77 1' TRANSITIONS EITHER SIDE. / HEAVY DUTY CONCRETE s \\ DAYLIGHT \ ; % ' a e TYPICAL ALONG SOUTH AND % / — � EAST SIDE OF SWEETBAY LIGHT DUTY ASPHALT/ \ STREET. _ \ 5.25' . � ° / I / / \ � HEAVY DUTY ASPHALT � - - �P�93 JOB No. k CLASS B TYPE II TRAIL 47036 P.t SCALE 1"=20' SHEET NO. RUBBER KEY PLAN 0 zo' aoC4.0 L -•NOTES: LEGEND • �� 1. M;0dLBOX LOCATIONS TO BR COORDINATED WITH THE POST HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT Bryan D. Cichocki 12 -1 \ i q/� • i .iyi � 1II _ HEAVY DUTY ASPHALT 4 lie. No. 53741 CLASS B TYPE 11 TRAIL••• •_ • , \ 1 �— .� T� ass�- �w�:�_,o_ _ ■ RUBBER SCALE V�20' KEY PLAN m E I ral MIFF, MTA - - - - - - lu rim 0 Lio 00 .... ♦♦ ♦♦ ♦♦20, _ o 6,779 SF OF MEN 1' BE . • FLORA VIEW DRIVI KM TEE WON! m WO -PAR 20' FIRE LANE" e ♦ ♦ ♦ ♦ ♦ ♦ ♦ , 'o � ' pIFA .. jjj�oll and;. ;. .... 1 a% ► - �e'►♦♦tee♦''♦"-`�e♦♦�♦♦�♦♦�♦��a� mill. ,■■■■■■■■■■■■�' +� .CLUSTER MAILBOX — MEMO PAD FOR (1) 16 DOOR �♦ ♦♦ ♦♦ ♦♦ ♦♦i♦♦ ♦� G♦ G� ��R • • , c%�� Ili ♦�♦� ♦�' ♦♦ia j♦�O♦ e� • 1 1 .,.l.. ;. ♦. ♦,■■■OMEN i li 1 �I ff • • •=♦�♦�♦�♦��` ® �� i • , ► III _;.�li' ; SF A� 1350 SF1749 SFo ■■■■D 1 �■ .f, 7� Man. it 1384 SF - 1 LOT INSit --- --- --- �� O 1 I 22 MODIFIED 1 . • • / /J 1 . 1 el 13lq SF M. DENHARD 1 • 1 / _ a _ •F CHECKED BY , ULOT 67 •L04,557 =0 •�i/ �� II ■FA �, © IRS,+ ��, �• �� ' irkACSA •' , i �<o»� �.1314 SF �o` •• . I ��a 1. � � �I�< >lll/ �� ® • . �� ■t..fo ®� • �� <� •�. rr �� • ilk IA'(o)i t�� ! : • • - \ ■■A !�FIRE LAN • i _ ..... ..... ®i �� // - SIGN .. . • 1 �� `� �� • • I I I� f f I� _ i e I Lu STOP AND ROAD NAME < 1 �_. r • 1 : • ... 12710 SF ILL _ \ ■ 1 ui c w WAS_I r 1 1 •G DRIVEWAY ENT NCES., - 1 1 � MINIMUM � 1 r . • • •. NO. • • m a 2 L ---------- --- --- --- --- --- ---- OLDLYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH --- ---- ---- -------------------------- EP --------------------------------------------- T— — — —OHT— — — — — — — — — — — — — — — — — — — — — — — — _ _O HT�� — ----- ��pp --OHP----- �OHT _ '�--OHT-----OHT-----ONr\ — P--- P—OHP-----OHP = RIA P GP GP GP ION #3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i— — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 30 RA1� — , a r-------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — oN BUFFER l a l l PEDESTRIAN ,< CONNECTION #4 a� I I 6 9' I TRAIL BUFFER CG-6 R5'� CG-6 6"X6" "NO PARKING 90° BEND "NO PARKIN FLORA VIEW I TEE FIRE LANE— DRIVE . . FIRE LANE" I I SIGN 6" GV IGNS 10 6" GV 6" GV R18' R15' _ ._ 7-R18' " , SOP AND R9AD _ � R18'- 9 L T 64 1 43 SF 20' TYP.--� 5' 41 LOT 70 22' 1840 SF I w N z INTERIOR GARAGE }I I: 6" DIP LOIN 69 g a (TYP.) J OT 20': 20! 1384 $F 0 $F 5' SETBACK 6.33' (TYP.) I �• I � I G-3 CUR. 140' I 40' O ALONG 11 NTRANC S. LOTI62 20 I, ' 6.5 OT 68 20'II $F I I A "NO PARKING i 1310 $F y I . 1 FIRE ry E" ISIDE 3 16 TH - 20' z o . 6 TH I- 20' 5' I SIGN O I I 6 SE�fBACK ,. � J ¢ 31' COMBI ED ACSA I 16:] 5 AID WATER T 61 i ILL!SEWER z EASEMENt LOT 67 3 F 1384 $F l OPEN I I LOT I I L& 66 $$ : 1:E 13 4 SF 4434CSF I 131Q SF 8'; I I �. cn v I I 4' X & CONC ETE PADdh- z I a. FOR (2) 16 20' j e . CLUSTERAILBOX "NO PARIQING OT 5919.83' 20' TYP.974 i6.5 : 6 5 FIRE LANIf" SIGN NO PARK NG FIRE LANE" r---- SF LOt65 < SIGN 23J4 S I G✓ ', _ I R3' STOP AND ROAD 6" N_(TYE) a. . I 7 10 — o 8.1 N — . _— '------ 5, _ --- e SAN" PARKIN SAN R18' R18 — R15 R15'. FIRE LANE" S S N GNS SWEETBAY STREET 8„W 6'1 E 20' 1 01 200 ROAD NAME 7TH-22, I r-- - - - - - - - - - - s ------------- -- - ;URB. 1" HEIGHT 4Y ENTRANCES. i EITHER SIDE. iOUTH AND EAST TBAY STREET. ZON ROAD PROPOSED 61' VDOT RIW MAX' INST. NO. 202200002884 STORMWATER FACILITY CESS AND PUBLIC NNAGE EASEMENT 30.5' COMBINED ACSA SEWER AND WATER EASEMENT CORP STOP AIR RELEASE VALVE 1" TYPE K JO PARKING COPPER IRE LANE" IGNIS MANHOLEPROPOSED�— UNDER SOUTHWOOD VILLAGE 1 SDP202000048 s \ r / \ \\ \\ \ \ \ \., \ r�R1\ZC PA ING \ \ \ \ SIGNS \ 'W t176' TO HICKORY STREET 8111 a 4 8" WATERMAIN PRC1P(1SFIl I INIIFR 8" DIP WATER MAIN PROPOSED UNDER SOUTHWOOD -VFLLAGE 1 SDP202000048 LL N �j �SAN /S II 0 ---- --- --- ---- — — — — O Bryan D. Cichocki II ---- laic. No. 53741 %111.102 w� SS ZONAL �lyG O' ------------- f+l E C o o N C _ N C o >E — GP ui a U. GP oa�� L M d� Voo Z — m 0 d 7 p N r a Gp zF ° v 30�Q V) w GP > zo \ �v c � UFO Y .V) > M \ \ \ OF o o KEY PLAN oyr\ \ \ oNr\ \ v DATE 912012022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE 1 "=20' 1� 06 IIIII T\ V , L U NOTES: O Q d 1. MAILBOX LOCATIONS TO BR COORDINATED J > (f� WITH THE POST MASTER. MM ui Lu 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & W EASEMENT PLAN FOR INFORMATION ON Q PROPOSED EASEMENTS. 3. ALL WATER/SEWER SERVICES CANNOT BE m H ESTABLISHED IN BLOCKS 9-11 UNTIL THE Q VILLAGE 1 INFRASTRUCTURE IS INSTALLED, IL Z) TESTED, AND ACCEPTED. O 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE W > CO A HANDRAIL, AS SHOWN ON SHEET 131.2. (/1 � O F LEGEND vU O CONCRETE SIDEWALK 2 g HEAVY DUTY CONCRETE L� LIGHT DUTY ASPHALT 0 HEAVY DUTY ASPHALT O CLASS B TYPE II TRAIL O RUBBER 2 D v O a'j JOB NO. �P 47036 SCALE 1"=20' rm SHEET NO. 0 20' 40' C4.2 a i 0 d 0 3 a D a0 o 0 �z 20 o� c T E -6 a �N a0 0 rr � 0 3 Z z„ 0 !v � a `o2 6 Q§ o. d m 2 Y X C 0.0 016 aE p 12 O O tl O C O C 0 N O 6 a c 2c 10 a 0 w o 2 �N mOC a o c � m nE ON E F_ L 'TOBISCUITRUN o \ ■ ------------------ ■ _ _ _ CENTERLINE 0 \ TH O� °° WPO BUFFER �\\\ \\ �iTl UGP o —i IGP%' ■ —GP---------- � Bryan D. Cichocki 12 ---- — ,�' c — —----------- --- lie. No. 53741 �eaa- -_- - -fit+ _ �F= — - — — ° el" — —OHP— — — — OHP— �� „� i��2 Z L — OHP— — — — —OHP j % — OHP— — / / / — — ` — — — — _ / — \\ NCt ��SSIONAL o ° / / , 0♦r SWEETBAY STREET SWEETBAY STREET D H ELECTR °, / i / ♦♦ CURVE CURVE cTELE TV ° °� / / / / / \ ♦♦♦ / A = 38°13'04" 3 A = 19' 18'47" 4 LINES u _------- o R = 92.00 R = 112.00 /� > E EX24"HDPEAPPROXLOC.------------------/ ° /� T=31.87 w vE n _—ado---- � / i ,0 / / ♦♦'1 L=61.37 L=37.75 i� �W=,3 �° 0 o / / / / / ♦♦♦ / \ C = 60.24 C = 37.57 /a / a � o �Lu ° o o / / / / �♦♦ \ PC = 14+73.78 / . / / w o / / / �♦♦ \ PI = 12+88.94 PI = 14+92.84 1 W 0 PT = 13+18.44 ° o / / — °, o FEMA EFFECTIVE aP / / / ♦♦♦♦ a °.. - PT 15+11 54 � W co, � a $ I u 4 30�x V) o / _ / / i a a °, 0 FLOODPLAIN z ° / / i ♦I♦ i I ° ° I Fva� O 100YR FLOODPLAIN PER ° ° , o / ♦ / I c ^�. ° ° �// / / ♦♦ I N^ w LOMR CASE NO. 21-03-0029P° ° ° ° / / / // ♦♦♦ \ I I (UNDER REVIEW] , ° ° o j / / / / ♦♦ / I I °Of °♦♦♦♦ OT 9 \ I 00 O o ° 4 ♦ 8 SF C/ I 500YR FL OODPLAIN PER° , a ° / / / LOMRCASE NO. 21-03-00�J o n / �/ // ♦ \ / - - ---- - - ----- -- ---- (UNDER REVIEW) , o u // / / / ♦♦ \ \ i 100YR FLOODWAYPER o ° ° L T 1 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 I I (UNDER CASE NO. 21-03-Vvp ° ° / / \ 1 SF 1 50 SF 1350 SF ° / / / / \ \ �� 1350 SF 1350 SF 1350 SF 1350 SF 1749 SF II / o (UNDER REV/EW) o , o� o a�O / / / \ / o ° , o'aro ° / / VDOT SIGHT / \ _ ° o ° / DISTAN��E o , 0 �� o ° // EASEME'NT > LLJ 00 z ° ° / ♦ / // / 4" 1 N TION \ \ AN SAN I _ DATE o ° MANAGED ° o / / / ° .a \ - ==j SA SAN O ° STEEP SLOPES o DR TIE TO / 1 + 0 14+ 0 N27°37'47"E 14 0 I I > o ° I ° ° ° (TYPICAL) 004 ° 0 o�d�0 / // / / / /// j / / STORM WER \ 13+�0_---- --- -- ---I— -- - - -^+- ------ - ---t- _ 15+ � 912012022 ° 0 ° / \ /- 155.35' 1600 3' o �/0 00 0 ° o / / / / / // / / / °.� \ .\ /� - /B��W ��, ��W 8„ I I .\` SA } DRAWN BY ° / / / LOT 78 \\ — — — — — — — R3' 8'w M. DENHARD o / a , _0 ° o ° ° ocd�� o / / / / / 1927 SF \ ° �''- / �' R3' • DESIGNED BY ° o �Co o ° o / / / LOT 77 / \ �- I'. • M. DENHARD ° 0 ° o ° / / / // 1400 SF / I I J • CHECKED BY o m o ° y� ° O / 14 SF / / \ + I • B. CICHOCKI ° ° ° / PO / / / / , / LO 7 LOT 76 °°° ed�a / / 1400 SF \\ i I 0 00 / �� / // / / .\ ;' 4" FOUNDA ON; 36' COMBINED I J • SCALE 0 0 Q !(, / / / 32' COMBINED „ / �JJ� / / / CSA SEWER 4 \ DRAINS TIE O I ACSA SEWER I • 1 "=20' ° 0 ° ° / / O / / / / ND WATER / / O / \ \STORM SE R LOT 11 - - - - - AND WATER - - - - - - - - - 0 ° 0 0 ° 0 ado / ��/ /� // / SEMENT DLO'/ , \ \ I 2354 SF LOT 12 1591 5 1599 SF 2 77 SF •- �° / / O�CP��/ LOT 74 / / /a •� , \\ 1780 SF LOT 13 LOT 14 I / �, °��° o�'d� / PQ / / a4' F NDA TO 1400 SF / / / \ \\ I 1682 SF 1619 SF II / • o° °o° / / / / // 0 M WER LOT 73 ,/4 L0/T/10 0° °00 o/ // / // / 1400 SF /�� ts• / 745E \ I J 2154S 06 o° a�� // / // LOT 72 �/��OP � / LOT 9 I O 1752 SF s >" °° 1400 SF / �� 0 LOT 71 ° a� / / / / \ 1901 SF �C 15' / 0 / \ / o LOT 8 I�T 7 1670 SF V o° / / / / \ w°• �,/ \ LOT 6 1624 SF \ 15' \ 2161SF / 33' COMBINE " V �A SEWER > \N W W AND WATER O Q / / \ SEMENT W J > Ld v v.. Q J _ LOT 5 \ \ \� \ `N J d 2190 SF �� r2 i SAN 1� LL W ° O / oo LOT 4 / / \ 00 1604 5 \ °2$a \ \ \ \ \ Q U RP / LOT 3 LOT 2 1611 SF / 1640 SF / LOT 1 \ O \ \ ' 2129 SF ° \ 4" FOUNDATION DRAIN TO \ DAYLIGHT It \ \JOB NO. 47 SCALE 1'=20' 036 SHEET NO. \ \pm 5 / i �x \ \ KEY PLAN o zo' ao' C4.3 L OLD LYNCHBURG ROAD TH OF STATE ROUTE 631 w FLORA VIEW DRIVE �f (VARYING R/W WIDTH CURVE EP----------------- 30"CMPW/ENDSECTION _ _ _ — — — — — A = 90°00'00" Bryan D. Cichocki — — — — INV. (/N)=442. 95' \ O —� R = 28.00 T - 28.00 .NU hic. No. 53741 � — — — — — — — — — — — — — — J IGP IGP GP GP — — — — — — — — — — — — - L=43.98 — — �Pp .o�0 271. — — — C = 39.60 GP PC = 11+27.70 V" SCALE 1"=20' �ZG SSIONAL �lyG — — �P— — — — — OHP— �— d,� GPPI = 11 +55.70 - �'� ---------- \--—OHP——OHP—OH -- — P -- OHP 'l. P— �-UGP III Fitt dj O ZO' 4O' \ \ — — — PT = 11+71.68— — KEY PLAN — _ _ — — —oH o E OHP o SWEETBAY STREET E CURVE QHELECTRCTELE TV \ \ A- 19°1847" 4 LINES j d �I ___AIIIAGE&-S �-------------------------------------------------- w v E Lu N —------------------------- — — -- --- -- --- -- --- ---- �Xva R = 112.00 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o ---------------------- — LM L=37.75 �� i o .. .. .. .. — .. — .. .. I W J� o z PC = 14+73.78 r — — — — — — — — — — — — s X u PI 14+92.84 1 i ° I LL w PT = 15+11.54 I r 1 I I o R5' I R5' ~ �, U) 1 12+00 12+50 I 13+00 N27037'47_" E+50 _ FLORA VIEW DRIVE00 14+ I I ° ow " I I �� w 'v � IR18' R a ' d 1 I R18' L T 64 I o ---- ---- R5' / I LD LOTI 58 1SF 43 LOT 70 I 0_ / J T 21 LOT 22 LOT 23 LOT 24 LOT 25 1840 SF I I i0 SF 1350 SF 1350 SF 1350 SF 1749 SF 2237 SF I IL01169 = a I / LOT 33 I� I 1�3010 SF +a 138 SF I o 0 I I 1726 SF ° o' LOT 57 I I U DATE 63 _ > �o LOT 34 ° J .' : �w 1 SF s I I 485 9 °° R3' \ 1350 SF 012022 ¢ I o I \ LOT 35 I Ip LOTI62 I (OT 68 } DRAWN BY 14+ 0 N27°3747"E 14 0 SAN I S \ LOT 36 IL 1I384 SF z , J " 1 1350 SF 131q SF D I I M. DENHARD - - - --- ------ - ---� -- 15+0° 1350 SF LOT 37 J I o 155.35' 1 f0 II Q W DESIGNED BY 8" _ SqN \` 1350 SF LOT 38 cn 7 LOT 56 I o l I \-\- 1350 SF Z 11485 SF I N N •• M. DENHARD co cn I N 31' COMBI ED ACSA w - LOT 39 / N I J i w i SEWER AID WATER CHECKED BY L T 61 � EASEMEN-- LOT 67 Li a R3' \ 15 Sa S \ /� 1350 SF LOT 40 / �I� LO 155 I 13h0 SF w, I 1384 SF l • B. CICHOCKI 1 \- 1814 SF z i 148g SF I I LOI 31' COMBINED ACSA I I • SCALE ' SEWER AND WATER I LOT 60 LO�f 66 • 1 "=z0' I T -\6+00 qN I� EASEMENT 131Q SF I 1314 SF • z I � Sq I LOT 154 ;° J T—I OT 14 — — 5 — OT 16 L 1 II / 8"VV + \ N \ R20 \ 22851 SF I — — LOT 9 I I ° ° LOt 65 519 SF 1591 1599 S 2 77 SF I / .. I I 23�4 SF ' I: y - — I a LOT 27 LOT 26 \ R1 e a alL00SF 2154 SF : \- SAN �h _ +5 SAN I — — e I / 8"W --t--- _ 8+0p SAN SAN R18' R18' I ---- - - �- -- 19+00 SAN LOT 28 8„ ,---+-_ _ 29°46'46"E F 19 � SAN 1601 SF 8"W '311.7 ' EE -- _—_ — 8 W + _—_-20i— — I I S ET T ' > LOT 29� 36' COMBINED \ — — — I I 8" „W - V , 1601 SF — — _ — — T 8 w •• , ^ ACSA SEWER LOT 30 AND WATE I O 1602 SF €F�EMEN— LOT 31 1602 SF / 34' COMB ED LOT 32 LOT 41 ACSA SE R I I O a 2113 SF / 039 SF LOT 43 AND WA ER LOT 46 I I J > 2146 SF I I "' LOT 44 EASEMNT UN ATION 1587 SF Z ——4_FQI I W DRAINS 0 _ — — — — — — 1600 SF _ _ _ 4' FOUNDATION STORM EWER — — — — AINS TIE TO /y0 I LOT42 LOT45 S ORM SEWER I I I ---- ----- ---- __ I w a Rl2pAIR0g0 1575 SF 1613 SF I i 21181 SF 16 0 SF 1 83 SF 1696 SF LUI 4/ LOT 51 LOT 52 LOT 53 T--I Q 0 1708 SF 2710 SF Q v I i I 1696 SF p � W I U..I � O ° Sq � N v . o,m J \� WEETBAY STREET \� \ W CURVE O = 17°09'47" 5 A HORIZON ROAD 0 \ ° PROPOSED 6V VDOT R/W R = 100.00 INST. NO.202200002884 7 T = 15.09 �W L = 29.96 I C=29.84 — (— PI 17+29.01 PT = 17+43.88 — q 0 ° JOB NO. 47036 ` I I I I %� SHEET NO. 4.4 a z ° N 0 3 a. D a0 O 0 �z 20 o� �_ O a c m d V 0 c Z 3 z„ 0 � a 62 6 e§ a d� 2 Y X0.0 c � _ 12 E� a� a c Ma 10 a 0 �+ o m e �N m O o.E 1_.9 L F- 103\47036-Southwood—Blocks9-11\DWG\Sheet\CD\C4.3-ROAD PLAN.dwg I Plotted on 9/23/2022 10:05 AM I by Matt Denhard 7 m z 1 1 � ISliliillill I` � I®llillllli I l�Ilillll!!®I 0' 10+00 to ..................... A ........................ ------ ------- --------- --- —I— -- —-- Nrlp I I°. 00 `n '4I °° O— I I Vo I I I o I Icol� T00 t^ 10Z1 JI I f +��O �r I m'N V O �� 0%— -1N O O� t"'� IIw r I 'll N Ln -n %0 TO � N � w tA -n ' I o• 00O I 10 N w n o2 q I m N V y �t GCD C I-4 I 'IR"ENE163.29')AD 10+50 - — - M m LOO r r —' r MK T7 00 W — � � - z D W — W f� - OWo O -I— — fi-- rn -- o— 0.O --- - tA � tna` �o *0 4a� -n �o LF100 4 � � D N C` I Z _ L ° 14 e: --- — — -- — N—�T —A ------- ----------------- — — N I I O NV 0+50 SWALLOW IL LANE 1 +0 11+50 N62°22-13"W 12+00 SWALLOWTAIL LANE 2° A I w 265.52' O -n I 1+ 11+50 rl o I -, I m +I I 00 �r rn - I o Ln -n N I iN I � o n I I to I <I I- 0 O IT z I COD,z X OD cn5i 00 IT A M Z Co yIT 0 --ID mn X D v l a rD D II II II II II II II II 0o r Cep O O N Cn C: +P + p C W Oo IN) .Z7 <--DII / IQN N M v. CD E -4 D Q m HI d cKORyS�RFFT �o a � a a 1 � a �' ma I � y I I I , / I , / y ion • . •• THIS DRAWING PREPARED AT THE $6. C "yl� CHARLOTTESVILLE OFFICE O • • • YOUR VISION ACHIEVED THROUGH OURS. 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �� uy TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 10 m �\ TIMMONS R 0 P C N p }vC,C11 10 DATE REVISION DESCRIPTION NJ n m W m N FTI I�jI { o I m V SOUTHWOOD PHASE 1 — BLOCKS 9 � COUNTY OF ALBEMARLE, VA �►1 o 0 ROAD PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F_ 103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C4.6-HOUSING & DENSITY PLAN.dwg I Plotted on 9/23/2022 10:06 AM I by Matt Denhard \ �, ° / \ I 0 ° o 2� ° w \ / 0 / \ o°°°° / \ \ / ° m d'0 00/ 000 JI / _ ° o ° o \\ \ /xG ° ° o / 0 6 0 0 0 0 \ 0 0 ° o 0 1 00 -` 0 O 0 ♦ �/ O 00 YY \ O 0°0 \ 00000 1-\\ 00p 0° O O - 0 ° ° / t 0 0 ° O / O / ° �1� o °��atoo °0°° ° ° o ° �/ °o° o/ o°°00 °00o ° q° o / / / O i�l 0/ f 0 0 / O -ny / °0 ° ° 00O Z�T o o mA ° o ° .o = -n \T � o R/ o m m° o\_ I m ° / / b rnm� \ a° ° I mz \ 0 I \ oo I '_ l I - \ �y \ V °° /I�/ O I. ° ° _ I °° T °� - � I 1 1 I ° °\ _ b oo °� to �ma °°° �Z-°RQ ` \°° 00 n 1 II \ I v �[0 0 0 09 \ 0° o ° �%o ° ° 0 0 0�o-0 0 //0 o x . \ / / o - / �/ o \ 0 I \ / '\ \ P- ° 1� q p I 0 T qT F 00 \ �j oo // j¢ $ q�GG O �OGGG r \ \ �pd �� q�s /N �ST9F�N\ \ °°0 o /, ° °'� o � n ,\ \0%, Goo o ° 000o o ° 0 o moM °O O°° 0 00 0 0 0 0 �°n° 00 00, mD D D o yo� n noVm� O= \ I I � op me o o�'$ o 02 m10 o \ 0 ° o o ° o ° °o oro AA 00 0°�co gq:m 0 0 o� ° oo IN, oD i� _` 9_o0 co D o °�ro0 nae QD o °o Y0 0 00, o 0 0 o 0 00 sb y J nav oa a° o _8 0C: TV— \ �\NS.\ \ \ \\ 1 ^ \ /^ \� Pj*z ° \ J �\� ❑ > I qo � ��--\S C� I �<� `' ll � // /,'/ /� n w w I I don—t,.i\ �j �� / ; w �� , n w n IN II I clon_ in -\\\ \ � � [� - � I � /i l n I o V S \ // / \ '" /> 100, �— ff 71 1 600, �__I / ��\ / // J/o 1J /✓ `/ // _ _L— M U 100, rl 1-01 f l o \i \ o I IIII M u ^Q do, \ non U do _ I I I M U c c c c c c l J II II I� 1% �h CIgn /10, �d� I — In. 13 cq i 19n / / / \�\ \\\ �O \ \ \ \ \ V \ i / a1 \• -'�� N.{ ifCAT \ Q I I I \ I \ / \ I n \ \ / S / °� \ V • �x\ /� a 0 ❑ I 1 III---aaa \ lobo I \ I � a°',o�G7 �'---- �'- I iI I n \\ t � dOOn n / 11/� ZI v � doof a e / ll `� 9 \\ Sty �— \ \•10 Lp • .0000 THIS DRAWING PREPARED AT THE $a C "yl� TIMMONS RO PCHARLOTTESVILLE OFFICE • • • 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 10 p o \ 1 SOUTHWOOD PHASE 1 BLOCKS 9 10 & 11 n = m o DATE REVISION DESCRIPTION r N m 3 0 3 n m m II n C) n OT C) p O mCOUNTOF ALBEMARLE, VA o=Z Ln o , o °1 OVERALL HOUSING & DENSITY PLAN o o N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. O 0 0 O a 0 0 ' o 0 0 0 0 0 O O 1 O 0 O /0 7.41 ACRES TOTAL DENSITY AREA FOR BLOCKS 9, 10, AND 11 F-0.98 AC FROM PARCEL 1A / I I \ I I I I I I I I I I I I I I I 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 / /0 — — — — — — — — — - EXISTING FHA _ - I ______________________________- _ — OLDLYNCHBURGROAD ____- - ---------------- �---------- '---- .80 AC RESIDUAL - ------------------------------ - ---------------- --- �- _ _ - ------------ FROM PARCEL 1A srgrEROUTE s3l o e = — z _ _ — _ OLD L YNCHBURG ROALL'� _ _ �_ — _ (VARYING R/W WIDTH) ----� --y------------------------------------------------------------------ � � � FOR LOCK 2 3 04 AC FROM PARCEL 1A STATE ROUTE631 � ---- - ----- -UGP ----- EP-_-- - RY/N W lD ggg - -- - - _ _ _ _ VA GR/ W TH) �j• --�-------- O I GP� -----� -T _ -- -- If /un NOW ->.: • j��i♦i _1y7.47' Oyp� OH ELECTRIC TELE & TV � LINES 0.04 AC FUTURE ROW DENSITY RESERVATION FROM PARCEL 1A / ♦ // �iA1,05� �' �� ..�'��1�♦il�� ♦�♦��e��i i��il!. °�7�►�/i ��►��♦1��♦�►�//�►�♦� �1\�i\I1�,�1�� `. � , � •�.�t�t.__il�♦lLv��♦��il�� ►4`�i� �\ar��6�w♦♦..a::. _ PAWA �N' , / \f!�•°v 0.,)�i>�I� i♦I►s�' �z��►�/ ��♦�►��♦♦/♦/��/♦��!»77/T1�rn, 7�� -- ♦ I♦♦♦♦♦��♦ a:•��/I��.:p� ��.i �� l w ��..♦►1► � � �11�1►►�♦�1♦11♦1♦��AMlr�rir�liiiu♦♦ • 11_��_t��t�♦1♦� ��♦.�_�_�_,__��♦� / , �;�/ P�•I ,/il,��° ♦.�'%i ��Ir�\►f(l►l�►♦Ij �♦'�►l/��/�� U♦O♦O♦0�4�?Vruiiz►t!♦G+.�tVi�liije ��t��t cvvv'v=-====cv ��V�t�tt•t�tw�i♦ // �,�'��♦��♦�•:Y♦ 'i.�♦'s♦i � ��.w. �i.-orsfi r��f�l�t�•t♦t�tt♦t�l��q�t��♦♦�♦♦t♦♦♦♦♦t♦t♦t♦/t��U11♦►ii��t�♦_�i _ // 1�,�/'/ �l �' I��.�i �,Tr�4S�n,; ♦I,,,�•�i ' • � , . � marl WAY - - -W� r �� .. V��:=-- 1 �� , ,��I j�i��:.^t'I�nr�•JI^ ♦III :. 1/i1LJll��i�iiCi�C��♦�/��i�_1�►- _ �_% �� I �Qi�p!.♦NIGSIG♦G 'r wil \ t OHP— _ pp ` \ \ O/Y 0, \ � 0 J� m OW PROPOSED WITH 0 Ohs SDP202000048 0 Q� o Cl - t] I �Gi rZ — I , SDP202000048 v o \ \ WOAK\ 11. 4695 SYCAMORE I _ / l I _SOT I l \ �I \ \ kJ l / \ ✓ I r \ C I I I \ \ I I-SAN i /� I I 1 L—�0 18. . _ l \� — UGP—❑ — iz I II I / /A ^/ I I ovIZ�U r MAPLE 9GT -UG / / v \/l P—POPLAR 5- - l /UG -UGT— UG U l ' _ O \\ 9 <��/ V O' I \�v /� I �-/ :7I � � ❑L / / / I I �/ `\ \ - A _ � -� I �� V % 0 \ i� II \ �� I ��S/j� I� LEGEND: UG I % I AREA FROM PARCEL 1A Ifl ARTON DRIVE ~—W—UGP W AREA FROM PARCEL 1D AREA FROM PARCEL 1E ovvv�� \ T l sF FUTURE ROW DENSITY � RESERVATION FROM PARCELS AS LABELED Li 0 UGT— UGT rj Z / � \ LX � / i / J- ' x / I / SCALE 1 "=60' OAI 0 60120' L . Cichocki. 53741 AL (A z 0 f f z O CK K U U) W O z O w I DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1"=60' 1� 1� 06 0 0 z i U O � Z Lu Lu cc 06 rl a Q U/.�.I o z V / ? j Q 00 Z J 0 Q 0 0 2 0 1OB NO. 47036 SHEET NO. C4.7 0 c a ro N L j o I I HA - - - - — TH d CLASS B TYPE 2 \ I — — �= — — — ------------- - - -------------- -- — — _ Tlf I' / 0 ° PEDESTRIAN TRAIL C B TYPE 2 t ----------- - - --- ------ - ------ J p ° (1493 LF) PEDESTRIAN n - — = -- - BLOCK 2 } - _ � OLD LYNCHBURG R D [__/� — — — — — o kL �p REC. AMENITY - STATE ROUTE�34•� ��------- --- — � — _o_ � Bryan D. Cichocki � �$ BLOCK 9 ----- -- -- y — — — — SPACElie. Q �,�/ 41 ( F) —-- \ � , .. ,.:. crr....,a W.. I G�. � Ado fv�4. SCALE 1"=100' \ �o — — — :.::.... _ UFO Cl 0 100' 260' BLOCK 10 .....:.::;. _ Y GROUND .".'.' ` <•:....: ...:..:::.... .. :: •......... BLOCK 2 " I_ / , ;, (1600 SF) ": •' .•, , : :.'• :c' CLASS B TYPE 2 MO�y �1- TOTAL GREEN :: ; .y;,.: :::' •:..:.:. "'' ::::>: :......:......... .. , PEDESTRIAN TRAIL Iu F/B �/ST � _ Hr� NAG ONAL 0 ' 00 \ \ \ / MANAGED SPACE ° , . (290 LF) - EROP]/C(GyECE o off o E P� DN 0 ° \ \ \ \ STEEP SLOPES (48351 SF) - REMAINING AREA N m o o \ \ / (TYPICAL) I i OF BLOCK 11 TO BE ¢ o o TOTALGREEN ��`� > E °0 / ' \ 00 \ \ / _ •r `i/v / DEVELOPED UNDE I v E 0 \ \ SPACE /� /.' _ 0 ' - o \ \ 8 / SEPARATE COVER �, 0 \ o \ \ (58008 SF) p/ .: ` wui BLOCK 12 FL T, 3 9 0 \ / / CLASS B TYPE 2 / �I \\ o LL o / _ 8PEDESTRIAN TRAIL °° ` o° \ \\ / f' / t�. �1 w (265 LF) / - ' a � V o`0o z O I o `CV (�/� O / `j`- 1r u� N a C7 0 / ° 1- /Q CEO / ° �O / � ix '6 \ ° �J ° a o a 0 CLASS B TYPE 0 0 0 0 CLASS B TYP ° ° ' ° BLOCK 2 / PEDESTR AN TRAIL 2 I ` ` �� ~ m w L 0 0 0 /' P PEDESTRIAN T IIL\ pgRK CF G oti Q v \ 0 / f 0 �(233 LF) PEDESTRIAN TRAIL C I - / �� _ _ �� d MINOR BLOCK LINE / (281 LFY C\ J \� (4434 SF) (119 LF) BLOCK 11co 0 � 0 C ADJUSTMENT. BLOCK °\o o 0° � J AREAS MAINTAINED �:.,; / \r ' \w - �\ o ' / .�.� � i I C u Y — �\ ( J 0 / 0 WITH ADJUSTMENT : ' � � � � I ;` . �f � Q/ Uri F v 0 0 ° o ° X\� �'T i ITTERN SANE— — — — — 00 � �0 I --OHP— --OH 0 0 —��i / O C_\/`�\\II> © \�\ / l C \ \ l \ / M n I O ' I ,° _ — 00-- o O p J N( 1 .... �/ H .Q_ {— ` —e �:..�:4.'::}:.":: ?i.;':.'..,:: \ / r-- - 0 t� \ �/ Q C I `*4 0\ _I'I 1 ^ o ` / 1 1 U o - 0 0°° 0 0 / 0 0 ° 0 0 0 / / - III U•— \ , Q r f \ v / L_I I I �0 �4 O ............... .. 21 0 o 0 0 0 0 0 0 0 0 I 1 , \ / /y r� Y� \ I� �'� vl DATE i G r 4 u ° I I c d� o �v� I r \ \ l_ a. 912012022 O J \ r l l I � I � � ti SP \ V ��'. _ � DRAWN BY BLOCK 0�j�. `££ � U i M. DENHARD j I Z-4 I BLOCK 1 oOV�" / PERSDP202000G48 b �\ / "� SY° r j' /' / I \ \ /�I I �J • DESIGNED BY p, APPROVED ON \\, / \ / \\ \ G / �� I� ' \I/ u • M. DENHARD r / 0 / !FOP BLOCK 3 11 /23/2020. 1 �j V — v // 0 I 1 o / PROVIDED FOR m V u 1 00 ' I '!� '° / REFERENCE ONLY \ — — U / gyp" \ �j / / a j I \ J W � • CHECKED BY °//� z\ // \C �' ` �❑ n • B. CICHOCKIo GT `°°/ BL SCALE Ll 1"=100' I of \ \egVENT OBSERVE.BD.) 0 oINV1N=39794'12"PVC(SW) °° JF— UGT INV .() \ 0 / R0-7�� °�° 0 A�0 am016 °r D69 1� IS 0 I'll J \ � \\�\\ \ ��_ \\\/// / / / . / �� I �j � 100"��\\ \ �C � L j / j \\ J � �-\\ \ yJ 0 o :� 0 0 0 0 0 0 0 0 0�o�� B IJ IJK ,/ 1� / / \ I _O \ \ / \ y�4 \ \ \ ° N r \\ j \ \ n \ \ / o M `I 00 _ MHS ! _� _SAN ! �00 / ( / \ *o. e4 OI> / \ \Lp 4 \ �/ \ C \ _ 1 0 0 0 TOP=400�90 i / / 4 0 IN IN=395.55' 12" PVC (S \\ \\ ` \ N. \ ' tJ \\ / V ^�o INV OUT=394.48' 12" PVC (NE) ° ° 0 0 Z z - 4��' 00` MHS .'i �� o �RIyXTE 20' SANITARY / C 4 'J ` ^^ \ n *a�: g . J 0 ,"\ `�� •o WER EASEMENT w \P p 9 TOP=398.10' �\ / / �� GP 0 of MMO o UFF D.B. 2984 688 /� i UGT• \ �% V ' . I I CC \ ER INV IN=391.63' 12"PVC �� C °. / /10j o �e o �� \ ) Q ° IN T=394.51' 12"PVC \ / / w , \ 00 ` 0 0 0 0 0 0 °\\ \o��'Q o. / �nUG /� �C / ! T��.��^ \\T6 < �/ 00 0 ° ° ` ° ° ° o \ �` 0 0 0 0 0 0 0 / / / Q,P'� O r' / , .tr— — </ �� / �� / l ^ \ Vi/ Y� ` I\ 11 i /\ �� \ / �/ / . 1� r�/� LL u \ ° ° ° ° O 0 0 ° IFOP=39 S \ \\\ /. I / O a -I I1 I �/� ' , I,y \ \ c�'// /`_\\\ �Q/ ! \ \\-i I-Q _ _ \ ` V vJ 0 0 0 Lu 0 IN {(V=390.73' I rmwC ( ) /I r J i \i s\ \ O i f _______' \-- V/ z w C o ° 0 0 0 0 0 iNNV OU �90.63' 12" Plio(NE) \ \ o / ' %r i' /� _ ` I ; % \ p a i \ / �/ / % \ UGT 1-11,\ o \ 0 \ \\ r \ ` -0 G� / / / // \ Ea / ^ \ / \ — / —Q •� \\ 0 It o 0tXSANMH25 0 \\(WATERTIGHT) o o TOP = 396.2Al I 0\o 11=389.0 - \ / 41 J / _UGT bl / 0/ —UGT I l • I I I I / // \ 0 UGT o ° o I \ UGT 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 d 0 3 a D a0 o O dZ 20 o� c T E -6 a c m 0 D c XB (D3 ti z„ O � a 6o `o2 5 e ` o. d m 2 Y X0.0 c � _ 12 c Eo 0 m 06 a c 2c 10 a 0 o � "+ o �N m ° c 0 sE E F_ L LEGEND 171 STORMWATER FACILITY EASEMENT PUBLIC DRAINAGE EASEMENT FOPRIVATE DRAINAGE EASEMENT ❑ PRIVATE & EMERGENCY ACCESS EASEMENT ACSA SEWER & WATER EASEMENT ■ PUBLIC ACCESS EASEMENT WATER MAIN ACSA EASEMENT BISCUITRUN o CENTERLINE , ° o \ L — _ _ _ _ TH OF ° WPO BUFFER ♦ � � \ \ � i ' / 00 \ ♦ \ \ ■ IGP "GP — UGP oBryan D. Cichocki °o �\ \ 1 � ` � i ' / / � � ' � : � IGP O ti / / i / ■ lie. No. 53741 � OHP_ — — P— — — — —OHP— — OHP— % OHP— L — OHP— — — / / / / �G SSIONAL �\yG 01 0 0 ° / / / / ...I� 10' PUBLIC OH ELECTRC TELE. 71 ACCESS Oo4 / .�� EASEMENT LINES o — --f-- ^ 10' PUBLIC E EX24"HDPEAPPROXLOC. —� / L� I� ACCESS w °J E n _—Duo---- / / .1 / / _ �� EASEMENT w .N 3 • 1 DRAINAGE EASEMENT ii• .-LOT 21 LOT 22 LOT 23 LOT 24SF -� • , • / /1350SF 1350 SF 1350 SF 1350 SF 1350 SF 1350 SF • � l �� / I ��;iiiriis�ii��iiwnii��iiiMii�iii��ii��i��ii%i�riis,�iiiiiiii d,NUNN vmml/il DATE DRAWN BY ��► �I�•!., eddN �►�d��dNd dd/1Ndd • _ I ,,.a ; ' •• . �' ♦ �� i,"f `-� ��I IV �/ �/I �'C -- �`�/-� d I�1 r��'Y---_M. DENHARD FA— WAN,Gi — —,l•, B. CICHOCKI DESIGNED BY CHECKED BY • �. rim �'� 11 LOT 17 2177 SF Ess ENT wn O • /� • cm F�1m MINATIN —♦ VIA mum- / I LL IOTE HEET IS PROVIDED FOR INFORMATION ONLY TO E 0 i �`/� p • \••�hD� I ROPERTY LINES. THIS PLAN IS NOT 0 SEPARATE JOB NO. ,. ® ,' • '147036 mm wl�mym m KEY PLAN z 0 ° 3 c a. D a0 o 20Z 20 o � c T E O a �N a0 Oc X m Z 3 Z m 0 � a 69 Q§ a d� 2 Y X C 0.0 016 aE J A= E 06 a c �a 10 a 0 w c m c m m c � o c � m nE E F_ OLD LYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH w EP--_--_—__-- ------30"CMPW/END SECTION --- � _ --- —_—_----INV.(/N)-44295' I I PUBLIC :CESS SEMENT ----OHP— 10' PUBLIC ACCESS EASEMENT — — OHP—— OHP — 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. ---------------------------- VHKIH[SLE-WDTFTSTORMWAPI•EA — — — — OHP— — — — — oHP— FACILITY EASEMENT P 0, — 1 — DR INAGE ACCE EASEMENT EASEMENT I ryan D. Cichocki U lie. No. 53741 .133 %111eo71 w� V„ SCALE 1"=20' IONAL —UGP �� 0,,, _ 20' 40' KEY PLAN — —u _ —OH OHP _ N U �' M 11 >E - - - - - - E w v y, 10' PUBLIC 31' STORMWATER PRIVATE & EMERGENCY 10' PUBLIC w O `m ^� ACCESS FACILITY ACCESS AND ACCESS EASEMENTS ACCESS a J U � z EASEMENT PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT w .-J — O .. m w 3: 0 x N w Ln i c ry z O =�> 5' c u, U) o m ME M11111111111111111 , I 0�- . I F`h��' r IIIIIIIIIIIIIIIIIIIIII 011ju,,;lllllllllllll r.` ` i•. j%j//7d/ l 'IL� " lam, ..,/ ,ate, ,�IfLJ��I sifl I�� III 1 Ilce� IEASEMENT di�I 63 o ----'°- -—Z-�1-------- ------ ° i---- ' a 11 • -I1:I/Ott/%i%I/I7Yi=Miili//7YIIII 1 . 111II�<ci • • ��I DRAWN Id�il d /11d/1/dl dldA . �/yd�1 4ii' �`PRIVATE bRAINAGM1 131q SIFfI ItASEMENT oil M. DENHARD ��A �� , ®�� v;�,,\ o! �� • , ;`; I ;ice �•`J ® iDESIGNED BY Idd�iNdd---Nd�111�d---�-A %a �pv••,,,,t! !l 1 I I I! I' ; CHECKED BY �� 113�10 SFIl_ f/� • [/ j , , I AIL® B. CICHOCKI 148P SF--- ,� SEWER AND WATER / 60 _ �- ; - ...-,. Ilia __-.� I�., �:- a -A . III oir 06 LOT 59 LOT 15 LOT 16 LOT 17 EASEMENT; LOT 262154 SF \\WAFEM F9 I I• t ]7`Yi`P w_`- _ -a `L.i':i11L;, /,1® r •�i lINr' oll 1 •. . -.. �� , , :.:..- �I n • �® ` 1 • , • `�� • ' :s LLY Lu LL Lu LEGEND .-•.• I . •• �,STORMINATER u ,PUBLIC DRAINAGEPRIVATE ,.. PRIVATE & EMERGENCY ACCESS EASEMENT • NIACSA SEWER & WATER EASEMENT •. NO. PUBLIC ACCESS EASEMENT • WATER MAIN ACSA EASEMENT c a z L -- --- --- ti ------7------------------------ OHT-----OHT---- _OHT 'OHT , L— 31' STORMWATER FACILITY ACCESS AND PUBLIC DRAINAGE EASEMENT PRIVATE & EMERGENC' ACCESS EASEMENTS ALONG FACE OF CURB OLD LYNCHBURG ROAD STATE ROUTE 631 j/ (VARYING RAN WIDID TH i EP ----------------------------- OHT— — — — — OHT— — — — — O/yr--- —OHP-----OHP _\. UGP 10' PUBLIC ACCESS EASEMENT 20' Wf'TER MAIN LOT 70 ACSAIEASEMENT / / / / 1840 SF EASEMENT / • • II ' ��I�•1r s��r tom_ I I • • 131q SF 1384 SF �1:III k'7 � I Il - ' CSA d III SEWER■• ■� , , WATER I •LOT 67 �]7 13�10 SF U M r • LOT60 r pp EMERGENCY T OFCURB 7 �� 1�/ F E Y .. BEA' R.f 9 / —.--_ C / / / / I LOT 47 LOT 48 LOT 49 LOT 50 LOT 51—LOT-53 2181 SF 1670 SF 1683 SF 1696 SF 1708 SF LOT 52 1696 SF 2710 SF / 10' DOMINION POWER EASEMENT LIORIZ NROAD PROPOSED 61' VDOT RIW INST. NO. 202200002884 / 10' PUBLIC - oHr\ ACCESS EASEMENT �oH r� VARIABLE WIDTH STORMWATER FACILITY ACCESS AND PUBLIC DRAINAGE EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENTS TO COVER ENTIRE PRIVATE ROAD PARCEL 20' PUBLIC DRAINAGE EASEMENT STORMWATER FACILITY CESS AND PUBLIC AINAGE EASEMENT 20' STORMWATER FACILITY ACCESS EASEMENT / 20' ACSA SEWER EASEMENT / 30.5' COMBINED ACSA / / • SEWER AND WATER EASEMENT / �•: ; 20' ACSA WATER EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENTS TO COVER ENTIRE � / PRIVATE RnAD PARCEL SED� UNDER NNDDERR SFODURTDHPWUOOD / VILLAGE 1 SDP202000048 \ SAN S HORIZON ROAD --W v 20' DOMINION POWER .. ° T.. V a . LL �SAN �C \ S II -- --- --� - II-------- --- - --� I= II---- ---------- ?------- ---- _ _ _ _ _ _ _ _ " ----- ---- UGP d� GP KEY PLAN \ UFp oHr-1 UD.Cichockii ��cki �_1 w�1�'��fv M E O O N � N C > E v E W �.Wv.v3 ¢ u-i 3 LL O W 0 0 ^y O W L M ¢� j Voo Z -mj— in O C7 Lu N � w a 30 nx U) W U-) i c ry Z O m > c H N W n M O: o w � H- I \ DATE 912012022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 06 0 0 T� V , LEGEND � U z STORMWATER FACILITY EASEMENT 0 ; a W El PUBLIC DRAINAGE EASEMENT J �z a LU PRIVATE DRAINAGE EASEMENT Lu QLLL ❑ PRIVATE & EMERGENCY ACCESS EASEMENT O Q ((( %%u Lu ACSA SEWER & WATER EASEMENT Oz O U ■ PUBLIC ACCESS EASEMENT 7^= Q I..f_ WATER MAIN ACSA EASEMENT Q 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) O a'3 JOB NO. �P 47036 SCALE 1"=20' rm SHEET NO. 0 20' 40' C4.11 a 2 c L N TES:- 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS I / p J \ \ \ \ / AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND / ) , o I / \^ \ 1 \ / ' v , -/ \� — — — /f / ' ' \ l / TH op DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING \ 1 10 I R TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY r t , 4� \ / , / ' ` / - / \ ' ° ✓. / V ^ NOTIFYTHE OWNER AND TIMMONS GROUP PRIORTO PERFORMING ANY LAND DISTURBANCE.�� _l \ \ \ j - / \ r TREE / / / ' \ 0. l _ ' \ PROTECTION `� , / J �UGP 2 CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE \�n ' \ \ / ^ � � OP1 � SEE E&S ' / \\ / �, / \ \ \ i / r - / 1 \ ( / p _ r \ \ Bryan D. Cichocki 3. WALL HEIGHTS OVER 301NCHES WITH PEDESTRIAN FACILITIES WITHIN 361NCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE \ �O -c _ r \ /'� L I C� LENGTH: 27' SHEETS FOR- r' - _ \ / DETAILS �l '— lie. No. 53741 FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING /' r _ ` WIDTH 1: 6' / / ) ) \\ �' \ _ - PERMIT TO BE PROCURED BY THE CONTRACTOR. v J / \ _ vl \ q \� ) r / \ " \ ' WIDTH 2: 9.6' / ' '�'�-� onr -OHP—' — - — — dH 4. CONTRACTOR SHALL MEET EXTOP OF CURB, EX PAVEMENTAND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH / / I \ / RIPRAP C _ t 40 TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENTOf P— - \_ / S G QHR— _ - / /` / \ r - - r �%�� — - / SIONAL E11 NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, / d / PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT EXISTING PAVEMENTS. \ \ / / / �`' - - , - - - / > r • / A / / / / \' ' / f r � f �LifQDISTURBED zFrECTRC 7- S. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, \ ) \ , / �� _ - E. SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL /' _ v I / 9 ' / \ - ' / / - �i / / ' r - / FSERVD TREF�Q y / - r / TV rU ( / / // ♦ _ L/NEB CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END - - /' l r — , / , ' TP 442 - 1 - "' E IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING I _ _ < _ 1 \ >' / L / \ / - - / TREE SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN / / / - \ 1 - ' � / / ---- f � _ \ , / _ - / EX.24"HDP 1 / ��-_--__/--------------�// o - - -- I \\ \ /' 11`\ `\) ✓/r\/ -\ __^\`I --\ PROTECTION _ - \ >E ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS (\ I / EAPPROXL6 j_a; -;-\ / �L (BEE &S w STROLLERS OR BIKES. \ / \ - - �\ / / / \ \ \ \ \ \ ^ C v E /� / / / _ / r I / ♦I • \ \ \ \ > / / dl � ��dl \ - _� \ 44= / — j r SHEETS D TAILS R J- Lu v v 3 � \ o o `i / / / / / \ I / i ♦I \ \ / - dl DETAILS) \ ~ i 1 I / J' / o / / / 1/ / \ ,/ // / ♦ / I I 445 -- - \ \ \ a t M o �/ / �'/'%_jc�oo z w m 450 zp 04 o ff ONE�N�x (J w r-, //,/„i I�// �\ _ _ / ♦ / �I/ I _ I //l p 6-4 �OODPLAIN / / , / \ \ \ \ r / / / v _ , ' / /. / -'// / ♦/ // \I 1///_ -\\\1\/\/ ,\\>/\\ /\ 1 1 ` 448-// to \ /^ --'--- Ln> ��rn Oz °o 16'OYRFLOODPLAIN PER p /I�l o oLOM/�CASENO. 21-03-0029PI__ ° g/oy o \ (UNDER REVIEWip°II t q// w \\ I II \ \ \ SOOYR FL o -o \ \ r/ 1 \ r �� ) \ = \ / / \ 1 \ \ \ OODPLAIN P ' i1 \ 1 ER AI /' ___ 234 - �\I \ \ \ I LOMR CAS p _ _ \ \ 1 1 ENO. 21-03- (UNDER REVIEW) 1I I1I1II11Ij1I11IIIIIIIII1III1II\II1III IjI I II IIII I I II1I II I\ I I \I I111 1\I I\I IIIIIIIIIIIIIIII1IIII I I `.� o 11 1IIII 100YRFLbODW/yP�R�0o o °o�,/111I l^, \, / //� / //�/' I // r/ // // I II III // / // r // / /// ♦,1 / I- I ,'/,.♦•♦'' ' //'//' \i //f -/�// %\ / /l ) I \ _ I - .l \1\ .� _\\ \\ \�`\\�\ \\ \ \\\ 1 r \\\\ ' //- _- - OOMRCAENO. 2J 452 _(u0DII//UNDERj, /6EVIEWgP ,1IIIIIII op VDOTSl ° i I I III IIII I1 I IIII1I11\III1j1III\III1I1I\1 1I\ 1\I\I\1II"�1IIII�I!I111I I11IIII11I II1IIIII I II1IIIjI II11III11I II\\ \\IIIIII\ \�\1III1 I II I�)I\ I /) \\IIII\I) I I\I v /// /,� / \ o `o- ,o / [, ;\oa/ III] III I11IIIII111 IIIII o �� p]oIIII ♦ / %,) �/ EAD S/ST o o o - / /'/ f//, / r,�, /' / /♦ / ♦I / / r ' / I I -/,/ ,/ ,'4Y, //OU \ // / N _/_/ _ \ h // J\ , / /� _ •,/a,oa�e: \' l 1 5 l I 1 �" S �/I \/ / \ \\\\\ /\\ \�/ \ / " \� - ' \ ' >~wzn w o It JII IIIIII IIIII/f/I ¢ 1/1 O4rp U 0IIIIIIIII111 ° / J11111IIII1I° /e�/ Op o DATE E$I1II \or. /9p i_GEU - _ p $TEP��O_o NS ET1J� lIl \Sq1PICA-L r / - 9/20 2022 91 4 / / /ii'/ / / I I / O \\ \ \ \\ ,�1 \ / / / / ' / \ "VV �� DRAWN BY ell \ \ \ \ / _ \ _ • DESIGNED BY 11A11 I1I1`\\ 1 1 I �� R �\ I % / / / // / /' \ i // l/ \\ _ - - _ _ • M. DENHARD 11111111 I\I\1\\\\ \\\\ I I o° \ o°I yl �\.'% ') I / _ 1..' ,r V/ //� I)III11j1111/�1\\!dp1 I / J / J\ _ / / \ / I/ '//�// r ,-' � � _ / \ �� _ - o�� CHECKED BY /IIIII 1 //4, p // I I B. CICHOCKI _¢p1 j1l d��i -..--\��J \` / /`lC\�'�'/ ' 1 I / `3h '/ ' / _ -' \ \ B' / )J / / �)I�:•I•I ,I-' ,, / �\�� ' I � �� ti � '\ I / / ��=�_ \ • /�j//�_{C�// I /�' �, \� \ l � � v� _\\\\ SCALE i // Tn / 0 / // / / / / J �\ _ ( 0., 'S•J UN O / \ \ \\ \-r - / \ \\\\ ' i //// pQJ l 1`! �\ �,'/ _ / /�� p -) , ,-- / / r'r / / / / / -� / \\ „ I / TIE/TO ��'1 \,/ �J\ J \ _ - _\ \ _ y� \� 1'=20' -o / / \\\109J,l/ \ph0�MJr/ \� _o \ t 1 a� //, / /� . /` i / I // / / l / \_ of \ \ \ / - 4\ // ♦ \ ), \ / _ �\�, r °o 1\I \ _ ^ A e \/ I r/ JI I Ip� g0°' �^, ART,ii BIKE/ YENYTION / q ° \ /b to -•\ `1 n I\ _�r1\ / \-/ // ,^ /r/_ (_ / \ oL o°/ 6\^ [/ CL 06 \ O \ / \1\'\\a// ' /// !' � � aU`-- i/° \4J0 10- DOMINIOMMO! DIA\ a `V.L.\ Q WWII LLi ON POWER 7 \ W ' w Z C) '/ \. I C' � .. _ J Z lJ O¢Uv2o v / — \ — L ; ` \ /\/ / I' \\`�✓/'1 / r \Ix �O '7 / Ll /�C\' /// (, // I / 1 11 II jl 1'•. \\ I \ \/ ` I _ I //'�,lo. / ,/ ' �x\ _,^\ 1'� /_`>%�'`\�,. /� _ / / �� Imo/ l / / l \ I- -1 i � / ll l�� _- I ,// / %///i'' /l I/J A�'1 C ) � \ice\ `\ I •''♦ 1\ �� OO ♦. // �/ /'/ /' li '! \ _ 1_ l_l / I \ / \ it OT {F9GNDATION , \ - °_� // , ///\� `\ � / , / r DPAlf�l/FO / I/ / ° / ' / /'� /% / ' _ /'> _ > DAY.LIGM`F JOB NO. ; ' / `' �'_ _�'/1 - // ' . ,' / .' • , ' ,\ l / ) -°° ,/ / / _-/ ,/�\ ��'\ /- `\\\/�'\,, /\`_ \ 1 P`)J C- ,'/_q�\ 47036 Ore- //// / y/'/ / ii // /// / // ///// / / , / , �'�.;e ef' _ ` \ , °,. / /, / ///� �l \ r•Pl/ �/ \� / % /'f/ \ /\� r ��\CL SCR.LET"= SHEET NO. I 1 _ / / / �_ — �k / \ \ 40' CJr.O KEY PLAN c a 2 c L 'QLD LYNCHBURG ROAD I 7 _ _ \, / / 1 —,TH STATE ROUTE 631 / I \ ! \ — ,\TH ' ,I \, \ (VARYING R/W WIDTH I i i / L -/i -_- - \ -—-------=�-- ---\ \\ --\\ 30"CMP SEC TIOIy W/END INy(INI=442.15' I I \ \ \ \ \ \ \ \ \ Bryan D. Cichocki Z — — — — — — — — _ \^ \ \ — ` I I — \ \ c — \ \� \ \ \ (\ �\ \\ \ \ 1 /1 \\ ( --- laic. No. 53741 GP ( , GP / ,'-- Gf/ -- S'E�> -' �' \ \ -' \ _ \_ - __ �� \ 'c--11-- \ -- \\ -\ PO83A 9/f�/2�, \ \ - 'LENGTH. 11' /1 - _ _ \ _ _ TREE / / - _ - - _ - ' \ \ PROTECTION - SIO g11 \ / 1 � f� l , - - _ - _ - _ - _- _ � SCALE 1"=20' NAL 43 / / _ / \ _ WIDTH 1: 0.5' _ _ ({ j �`� WIDTH2:10.5' 1 ' ' �' ��' ,� � �_ .-- __ _ - __--� - (BEEF&S .--- -_ -- — - — — (d)HP — oHP-� = - - >-�— / RIPRAP CLAS� II 1 / / / / _ - - - ' - _ r GP = SHEETS FOR - off _/ _ /_ _ / -�O 0 44p — OHP— - — _ / _ DETAILS) JFP- ' - - - �' ✓� _ _ _ / ' // ' - \ ` �q �SWM B FSTORMTECH/Af2CH PIPEAETENTION , / / ' — f D P� / ` / / _ _ KEY PLAN o E - - - SYSTEM �1V1TH4SOLA\fOF# W % AD � P-FLO FI TE12 / /' - ? /' / / \ _ - - - n _ _ M i3L�Ps- O iTURBE[3 ' v - -/ _ / lL tFfECTRC TELE. TV _ , - /�\ \ / \ r \ / \ / / / / / 1 / / T - - - _ _ TELE I AUL > E V D TREE _ \ a E L/NEB 4,42 / r i / / / _ _ TP \ TP / _ i — / / / — — —/ / H W 3 ''_ �\ _ �i+ TREE _ \ / —^\ ,' \ i I / Q_5 / _ \ /� ! ��\ / / 465 / ' —\ �� / pILLL o ' \ PROTECTION (SEE E&S \ \ \ \ 450 . _ - \ ' / 460. _ < / \ / / / ` A�0 _// / '_ - ' / ¢ W v oo z i \ \ J _ 7 _ J —dl \ 44� / — r SHEETS FOR - \ - - - - ' - / - '\ ' \ u' " o m 0 t ` / DETAILS) \ \ ` _ \ ` _ i / \ \ c C \ a M o N CL z I- I O a ST T a LL 0 450 \ ` \ - ' i i / / / 24 / / o S ry z .. uj ' 446 / / \ \ - ` _ - FLORA VIEW DRIVEOf 225 44v 7(2 3 0 'A 3-5 / _ 23 2 6 / - a/ / , - / I - o - - ' - - 234 I / / 3 / I r I I / ' ' ' / / / I ' (D _71--46 ADS BARRACU 24 SYSTEM 8' DIAM TER 452 a II / a ' 454 _ _ o _ , / \ \ / / 1 I I I I I \ / / � /' / / /I II I I / / / /' I � U7 DATE I Lu 1 \ \ I \ 1 V I 1 / O / I/ _ > 00 _ ----- - / / ,'1 �` \-\ \ \ --- / I �I 11 r I / / / / / / 4�6 912012022 N. \ i _/ r I I / I // / 1\ a� / /// I // / ' / / I /'/ O DRAWN BY \\\ I /\\ \ _ _ _ _\- \\ \ AN SAN S i \ / \ \ - LL l M. DENHARD I\ \ \\`\\ - �_ _ - J-\��-I♦Ir l �� L \ �� \ `I \\ \ I I I li // I I // 1' /' / p/' / / • DESIGNED BY 4 8 w - - - - - I � � � l / \ z ` \ \ \ I / /' ¢ • M. DENHARD \\ / I I / �- \ \ _\i' i' /� \ N.I \ ! / y 4 / / 1 1 • CHECKED BY 1 \- _ i� bh �`$ \ \ �' \ \ I I I I \\ W I \ M / _ I I I I � I e i � ' � I / b • B. CICHOCKI / / _ - I \ \\\ \ \ _ t - 8- \. \ \ - - _ / I I 1\ 11 I 1 I \ I 1 \ I / I / _ I / Ch / / • • SCALE NJ IL 06 h l2 \ \\ \ \\ \ \ \ J \t \ \ \ _ \ \ \ \ Sy ETBAY ST E \ S T \\ \ \ \ \ ( ) \ % \ v J \ \ 10'DOMINIO O i \\ \ \ \ -___'' / / // / 1 \ \ \I O < LL� \ \ \ / \ \ J rn \ �rn I / SEM€NT J QUN ATION \\\_\ \\ \`--- / ' / I \ \\ \\ \ \ \\\ J V W a, c DRAINS CL - - - \ ` _ _ =' - 4' OUNDATrON \ \ \ \ \ \ \ cC Q STORM EWE ) \\\ -_ --- __ NSLET9' \ _ \ `\ Q Z_ I W MSEWER - T--- % \ \ \ \ Q v. Lu \ \ - \ L -• .• \ / \ _ / / �1/ / / '-\ l i - 1 ¢ ,gym c l .. _ / ` _ - _ - - ' / _ , .- U Q IN \\ / x "� J I `I , \N. \ \� ! /\�y\ 1!\ / \` °/°� I / /i\`°;r, 0 NOTES: ' \ \ r _ _ \ a \ / I R A - 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS _ ! - _ - ' _ _ _\ \ o W 1 PR POSED 6I v TRlby AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND INST.I NO. 202 DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING _ _ a I _ 20' ION PO TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY ✓ I / �\ � ; - ' _ _- - - � a \ � c- \ c- W / I \ 1 1 \ NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. 1 - ' 1 \ ` J - - J T a \ I c W W Fes\ 2 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. 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH 20' MINION PO R TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, 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, \ 1 \ \ I / \ - - - - - '- SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL ` \ \ \' �/ \� J \ \ ,\ \ h I \ 1 \ - �\ I L ' I \ \ \ / \ \ \ ` - \ - - - ' - -_ _ _ - _ _ _ - ♦ - - _ _ _ _ _ _ - - - - JOB NO. CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END \( \ / 1 - -/ \ - Y \ - _ _ - ' - _ - - - 1 IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING \ - �' \ C' \ _ - ' ` J I - \ I -� ` I \ ' I/ _ _ ` - ` _ \ - - 47036 SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN \ ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS I = �' I �' 1 I I I - _ �_ _ SHEET NO. STROLLERS OR BIKES. / I/ /' r ' - ' I / / I - - / •-, A _ J ' 1 \ - ' - ' C5. 1 c a z c L \ \ I I 1 j-------- --7- ----- _-- -- -------^-�--- -- --- -- / 1 j----------------------- ------------------I----�-- /-----------<----------/--------- ---------7-- --- - TH 0 If If ----------1------------ If \ l \ - - -- - - - - - o// Br an D. Cichocki \ \ I `\ \ \ \ \ I \ ` \ \ \------------ '1 1 ,� _ 1\-- ------------- -------- \\------------------- \� ➢ \ I < 1 \ \ \ OLD LYNCHBURG ROAD \ 1 , \ \ ' lie. No. 53741 � STATE ROUTE\631 \ 1 \ \. , \ `\ I y `�. > oho %�Zg�22 \ \ I \ \ / 1 \ \ \ _ --------------------------- ---------- '------------------ -�-` ` ` \ - - \ ` \ (VARYING RM/ WIPTH \ \ I \ \` Y - 'r ---___-------------- \ \ \ \ \ \ \ \ I \ \ I < 7 - t S G - 1------- ` \ -- ------------ \ TREE \ �/ / - - - - �- - -- - I / IO E� \ \ \ l - --- - \ -- ---- \ ` -\ - \ / \ \ I I / t / 1 r = ail, S NAL \ \ ION E&S N 1 \ \ / SHEETS DE AI SOR \ \ \ q -----------------1-1 ' OHT- ----_�_ -- ----- — /— 4h'-F-�%— �Qp7s== f—=�OHT �'#T� _— - J -- --- _------' _\ — _ •__ `�_ 1 \ i / `\----- v \ yC ---- a 0 E / r� _ - �EZE. VAUL --- - -- _ TP `-� ------ •�--- - /a -- G\ // / \ / '/ - _--- \-\ \ �v 3 r----- oLL 0 /^✓ IF // // 23 / 224 / // / J /J \\/ -_--\\ 1 LINES CTELE&7V / \` 1 `�\_ I I / ✓i '--=i_ - FO /) r vM uj 00 UP �/ / N(/ i ` 225 / 230 /\! \- - -- -- \ \ -� /�\ I / \ ) /l ) <` ` /Il \\� // \` `\J `� N. JI O I\OHT /J^\ \ ` v (D 228 tea, a. � — I / / / , I / / � I i / ` ♦ \ � � �/ / /, �' — � � _ _ _ � — ' / / /' J / / / III/ � / j /1 N. i , 22 1 3VO/� I I , \ / / - \ / I / / / / / / ' < / I�Ir \ / - _ z0 I ' / ,.�' `\�� ' / \ ♦/ I I l 1�11I1 ( \\\ / )\_��✓^\'' f` �" (n DATE 912012022 J 1 / � � \ \ \ DRAWN BY M. DENHARD 1 /�\F/(n / / / I // / _�'I ,'/ — / ,—� /' /1` �.e \ / \ ° / \ l // ///1 \ / 1 �I • DESIGNED BY / / p p.� / ' Z / / I / ' II �rJ / 1 i 1 �Il // / /' I \ ° / I III/ / N (/ // / / / 1 / V / � / _ / / / / \ / / \ \ / r \ // J// / _ / ' _ c / / / • M. DENHARD / ' \ / / / / / / ' r — — — / _ l ( O �/ / _ l / ) I \ J - a / // / //rl f _ — _ — _ —� �` / , / / • CHECKED BY r / '' Q b / / / / / �� / J, / ` \ \ i / / ` - - - ' - _ / - \ • • B. CICHOCKI /1; e I (l\ \\�� //v //_---- ---_—� n SCALE 1 1 I ( I a /I I / >` 1 _—' / d� 1 \ �; //_ — �� 1°=20' T I Mom/ Nk r / \ SANS, \ \ \ \ \ S N \ \ ETBAYS`fhEET ) \ \ \ \ p VN ,,W ! \ \ Z 1!- \ NN 51 ce 0< �/ / / 1 /' I—/ I_�i / _ \11I 1 I 1 Ld I 1 / / / .a/ / 1 1 \ CC < \ \ I \ \ \ \ Z ' J /tJ)TES: COQ 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 Q \— — _ _ 1 1\ \ \ / DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING p �,x / \ ` / ' - - - TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY w W - - / ' I I /' / 4$ 1 1 , ' ' / ✓ / 1 'F / If/ / / / NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE V / Z v DOWNS. /r p Z 3. WALL HEIGHTS OVER 30INCHES WITH PEDESTRIAN FACILITIES WITHIN 36INCHES 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 PERMIT TO BE PROCURED BY THE CONTRACTOR. Q 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT 11 I NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. Q / - _ - _ s �, \ e / / 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 O CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END O IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING HOR \ / / SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN Ofy ROA \ \ ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS NIORIZONR ALA - 1 W TROLLER R BIKES. PR POSED 61' VD TAM T.I \ \ Q INSI NO. 202 00002884 / I ` / ' 1 1 W `per II ��`p II 11vv S�N - \ ' ' ✓ J \ O �.4 — ° JOB NO. SCALE 1"=20' 47036 SHEET NO. ' \ ;� / \ — .' KEY PLAN 0 201 4o s d z L NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. ; I ° I I / /n \.• / I f \/ / / �v•1 // \/ I \■ `r / / / / �� ;_�\\\\\�\\\��;\ \\;\\ 1111\ Illl IIII IIII IIII II//j �'/ `\\\� C=.\v^1 �/ 1 Io I I W�OBUFER I� %i\\ \ \ / 1 r\`� �-' - �•�.tT ,. / / �, /-��' f // ___\ \�\\\\`�\ \ \\\ \ \\ \ II I II I I I III /I//////�%/// ^ ✓ �__� \\ -r'`i„ �r �O -/) _I \ /\� , / I \ l _ yam/ /•' / /' r_-r%_) \/�i / ! J GP I'/ c �GPf \�`�yJ �/�''' 11 \ / \ l Ik\ \ \ \ \ 1 I I I /// / // / = / \ r //ly..�\\��% /r, \\\\ \\ \ \\\\ \ \ \1 IIII I II I I / // / //%/ /-� � \\ � r, / \ \ .. \ \v�\\\\\ \j11 rr I�p / ■ ) ;•\\\ „\\,1\\1\I\ >> I I I III I IIII I11 / ///////! // / / ///� �- / �°_c r \ / -- / \� .- , , -�-�' • �- ''/ ■ .-/ 111 lr) \ ,1 1 1 II I I I II I I I I I l /// l _ I \ / _/ / , ,//'�! ,_ 43 / \ tl`)1� 1 1 \111j11 II I I I I III ,// / ! , /// _ , 1 / _ _ _ IIIIII \"/��l��lll 11 111111111I IIIIII IIIII IIIIIII/lllllll/ll//�///�////rim / / 1/ \\ !/ / \ )l r ^ter /\\\ .v �_//' �'/'/' ' \\ l OHP-� / --- /- Ill IIIIIII I /l I / / ll II / c\ ' ' / I _ /--�_ _ I I II 1 I / I ll I \ , \ _ v /I I >� / I II I � J � l r � l OHP- - / - dHP-�� r II\;__�'',IIlI11lI/ Irl//IIIII,II„)I,IIIIII,I,I,I /lll,lIllllllll/�/ ,O ' /) \ J / \. '- I Ill l/ l l I \ /�l/ I I llU, I,l lI nl l 111 l l„ /,/I ,l,lliluli„l/ l IIII 111 qH� /,/ '' / // // 6 1 /t %/\./- , / / /♦ __♦. / / /�I �c i `1 \ - -r+ i J/," f\ � z J rr^ L1i \�_ / 44�f%/✓,/ ^_- r om' �,l ZFL E//C E TV LINES l), `lZl l //F- ✓O / oe - --- / // l III II IIII III I/l/ ////////� / // / /// /l 1 l I \ _ /-- - f � _ / / - \\ \ C �/ /'/\\/^ \ �\ \ \r -�I y L- /443 ^\ \ _ / 4'+ / /IIII/l�llllll/Il/ll�� ////// //�l \ `/ (l I/ / EX.24"HDP I �'----_/__----- -�/' / v _ - - 1 I ��\ \ .' I \ /,' \ `\> 'JIr\' 1 �,.--'c ' �I \ \ r 7:1/IIIII 1/IIIII/// �// //i// I// I / /- \ EAPPROX.E6C.Z--� C _ Ill�///�/''/I� `o �� ! Iv/ / / %\\r 1 r /ar / // / I / ♦^` \\ \\ \ J -/ `/^ /^I\'� _'� /\444 �- f 7 /,/l�ii/�9/�i�/�i�i//�/�'i//i//�/ji///,/// �° 0 8-- I //�/////%/ //i/,,/////////i/ / r/ / / \ i �,I /1" - s ♦ I I/// //� / /// /i /i/ / / 1/ / 11�1)lll,l/�i/ ///i//i ii//i// / / / o O r // 11 �/ / I t9' - / o o / / / I 445 \♦ 450° / ` \ \\ \5f.66'1Z1 ° o O - FEMA.ER'C 1C/ / I .. I- //,,/ ° _ ZONE�I \ \ I // / / / l / / - - \ \ \ / - - , / r , �1. 2%_- �/ o o / �/ / i / / ♦ \ v O 6 OODPLAIN r I 1 /' I / / / \ \ \ \ / , / / 45 2' 5 .2T 451.56' 85 52A �r / ^ 1 / 4 0.09' 450.97' 44g \ I o °16"RFLOODPLAINPER ° to ,o ^ / /. ♦i /'\\ " / - - - - - - ` �-03-0029P 35 ST�RLOMkCASE NO. 21 IS \ ( \ FFE \\ °\ ! § / 9/ FFE 451.55_ �,FAE_j452 o E=451.25" 5^ FFE 452.4 iREVIE FFE=450, > O -rpO io - \\\ 1 \ \ \\ \ i1iII \\1 II11I11I\\1 111 1I1I1I1\ I \1I1II 1 11 \11I I\III 11\1II I I \ I 1\II1\ If1 I\\\1 Ill\I\ II\II1l IIll\1IIII\\l\\I\I 1IrI\ J1\ 11IjI\I1\IlIII1\III IIII I\1\1I III I1II\I I1III1\I1I I1\I \11I \ I1jI\I1 1I1 11I1II\III\ 1III1 \II I II1\I 1IIII1 1 \\ III1 I\1 \I I1I1 \ 1 1\\1 1I1 \ 111 11I1I \I1 1I1\\ 1I \ I 1III1\IIII\II\IIlIIIII\\ I1 1III I III / I\ 1/II 1\ /\I1 I 1I I / I1I 1t \\/I\\I I1�l1/ I I l II1I 1 a`a9d1�1I/Ui \O0/�9N0MCj/ DY�RRE\7 RC+Y \S0 yI O\ PY.RIFL^OO^D^\PL-o,A\ INO,PER -ol^r/ / L, OICASE NO. 21-03-00 P 0 /I �// / /' I / '1 1 //\ /�r I r J// / / // 1 /r/ / '//// '/b/3)�/ '♦ / i/ / ,S♦ \// R_ ' 3-/ri273_ /' E/ST\A/IR ' ,/, 6" / / _i/_/1 - \ - - o/ /\ '/ ,/ o�.\`1C' \I / \\f1 ^ /M ,_•1 \\:`\4�\9.37Tr5 .s R� \\E IO� E\E \ \\ \ \\^QO (UNDERREVI ) or o TAI@ 6" FLUODW/'P€R� ,\\\1 1P 43_'y5;5 ¢\2-.-7 5 -' - \ \\\ 452.45 451.254S2ASEN . 21-O 1, // BS 38:56' oTC ! d 49\451.05' 52.2r'i1/F451452.45 .1IIllllI Jill"' '1 O ° VDOTSOHT , ' - R9_4 'S L z / _54/ e 0 o 452.79' o 0 TS4g$3FFE=449.75' y [ EAS II IIIIIII III1IIII° � / 4. III', 111 III, 11 111 O o I)IIIII o � 932T 11IIIITC 11 1 it /// TE 44A449.59'5o 8' yi° Looex" / O 11 1111 oo o TC� �AN�GEU - - O I111 \T2EPb�OES o AN L 452.S\\0I'll"'\\\ \\\/93, \\o \ 4 \\ \\\v\\ \\\\\\\\\\\\ \\\ \O �_ o / l �r / /�/� / ../ r / , / .29'11 AIRS 6" I ---\ I / / ! ��^� / / ^�� ' [ \ -' \ \\\\ Ilia \0\\\\\\ o / 1P / , 11 'il '__\ \ 1 \��TIE \\ \\ \ O� \ OC{)v L-/ �- / / 2 l / \ HP - 1 /I 1 / °\I 1 / / / , / / / E=449.94' �' \ \? / � / / '7 / 449.2 \ Q III I 111\\ \\\\ o oOI yl `\.'I\') I ,r /^ \\ _ // I I r / 1.. , V/r ,1J, 1�I)III11j1 I-�� f/' I / / \ - ' _\ I\/ / OF, / l t l l 451.j5' I - �1 25' 452.86' _ it It 1 / \\ / I _ _ \ 1 / \ S\ 451.25J 34\ / l \ ) / - J "TC��55� / A5` 452 d'\ / \ - Q�i r�\`'r// / / // /// / / / /// ' �' TC 1' J JJ', s%" i1�5, \^^\ 41.74' 1 �� of `1_/,/ I y / / / / , / ^� .99 , ( 1 1 ♦ \-r§ \ \ \ �5a\ OQ / !r // / /i`��\p -) / / ,'r 4T' / / / E=449.03 - o --_ \ / \ /�'iiVVJNTIE OW' 451.25'J,^ \ \Or �� 1 /\\/// // /''I �-{{w� J/ j / I/ �i/ ,/ / / r�� \, ^ / / i--' _ �` �1(A� �\ \ RM G�� -\\o _ �OqQom% lk / / \- / ^pO'%\ �---,'1L ro \ / _\TA =448.5T -6,S6 STAI5 TII F 4 STAIR C ° FFE=462.1I /FIO7r /\r/t11 \FFE=62.47E= 2A�4R / r I 96' F o o ^- • , \ / 5 STAI ° / I' (,0'1 !J I �O \ [/ /^ ^'/r/'f I '1i3�. / / / /r , / / ! / l I \ I \ Q� \ �.�:1 �� 450.20' \� •� �>, \ \ _r{ (� // \/\\ �1 1 r%/i I / /, // r // / I i ' I\ r 1 .,r0'� \ \ ♦ \ ^ _ \ / ` / //r / I 1\ \\ \\ -- / ' / / \ / -�\ \- , -- _ (, / \ ,/� I r //// / / / / / / / t / / i I , \ \ \- 45000' FEE-461.03'e \ s \<I , ,A,w / _ ' .l \ \ � rg, �' �/ [ I , / '///// / I 1 - / o 1 1 449�49 STAI q458.33' li ,fS _/ ^ �\✓ / \ Y /' /' / ,'/ O / '.� / / I / / ✓ \ 9.61v' - _ _ _ �•/ S 446.72/ 450 / le" /� / /// lil�t//'' \ r / ,��/l o, - , 7/ / / TLl ) 9=\ //9 JTAIR ,11 /_r/ v' 5J �3 / _ f r ♦ / / o / / 1 COD` / , 56:65'. ° / / / \ � • / / / 1 \ 449.47' 'FFEy460.66' Ob Of J1 / / \ _ _ , �/ 1 \, / r / / / , 1 //.qQ'$PAIR 6.06' \ \ \ W IN FFE=460.17' TC / 1 / - ' \ ' e 455.4T / 4 \ �\J 1 _ \ \ r- - I w _ \ %/ a4s.ar 1 / < > \ "IAIR h43.29 / (� _ b \ 6.6" \ \ 6 /o 446.81' FE=4.57.51' 1 / 1 / _ _ ^ _ - \ \ \ \ �-\ 7 ✓ / r - \ _ \ -` - �FE=457.50' 9 STAIR I 04�54 r -♦ \ \ / 1 "� I / @6.6" FFE=456.'12' ,' I �P \C\5 / :�./ /'' C /\\\ �\ \ 1 �/ 1 \ \ \ \ J �� \ " + b44.84'J \ \ \ o \ TAIR r 0 \ Z(') R25' ��- ° p . / / / \ - J/ I \� aL\\ / I\ \ � � � it ` / ' // \ / ' / / I \ I I I I I \ 444A5• \ / \ 452.34' - if/ / / \ i X / �\ ¢`-� / ) 7 STAIR i / / ll I� _ - r I / / r / /i / /, / l ), l p�1 C \ \ /i \ \ i p ♦ 451.6 F7tSAIR\ �1 DAYLIGHT / / o° / / > > l SCALE q )1.1=)=v /' \ \ \ KEY PLAN- 0' 40' � of Bryan D. Cichocki 'Z U laic.. No. 553741 [I a SS ZONAL S Z O a Ix V uj w p Z O it W Of I DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1 "=20' JOB NO. 47036 SHEET NO. C5.3 L i�LD LYNCHBURG ROAD I TH O flu 1 \ '----�---- _ STATE ROUTE 631 ' ` J EP ' / , \ ,I \_ \ (VARYING R/W WIDTH \ `> 1 ' ` L _ _ _ _ - _ _ _ - W/END � �y= - -' - =\ \ \ \ _ \\ 30" CMP SECTIOA/- ' IN Vi i/NI=442 9S \ Bryan D. Cichocki /'v �/ 1- / / -- - --- - ` -`\ \\ \` \ 1 �\ ` �\ \ 1 r \ /I \\ ti _ 1>ic9. N9o5�73741 GP FT---- ------ --- ---- / SCALE1"=20' SIG �SSIONAL GP _ --- V OHP�OHP- Dl-�� /_i /'P��. I�✓� A 44 KEY PLAN l >31�P=- m o /oDMFfECTRCTEZE _ p�- \�\/\ ` \ / C \ / / / / / / _ / /r` _ �J - - EELS VAUL - > E TV `. / 1\ \ J-'/(LD / / w E I / ' 4\42 _ / LINES I 11 \ . - / ` / l r'1 \ \ 1\ 'i' ' \ 1 J /' \ 1 \' \ - 1 ',' _ -r / Hw > 3 s/�\ _-\ .'+ / �_ 1 t.. /�� - / // ` 1 / ' ! \^1 / 465 / �' \/' ,n�/,' �LL 0� _ _ \ 44� / - _ J 7 r I ` \ ` o \ Lu 450 - ` \ / / - / - ' '• - ! w V O - - - - 10 R64 /4732TgC! / F V a U) < ITC ( / / / / m w 45 .27' 451.56' .85 52.15 \ - - - _ -� - - _ I 464. 7' / / / / / / / 473.49' 44� / / a6a.zz' , / M Of \ � � / FLORA VIEW DRIVE �E o_ � - - - - - / / _ l 45 g / / / ' / / / /' / / ' / // / / / / , / ,4i4.46' o w TO =451.556 _ / - FP/E�45T.25' FFE=452.4�5'- - EFFZ=452.75'_ �' / w - 456.06'- - `- ` '7 / / //463 3' /' TC ' / / ' / ' / / 472.3�� FFE- 51.9 / _ - _cS0 - J / / /465.1 / / ' 0 ' / / I 473.8' a i TC l'0/ / / , / / ' / / / / / 433.9T 463.33' TC R18' / , / / / / I - 0 - - - i - - _ I _ _ _ _ . 47 5 / / 470.76' / I 473.65' / ° --' 4 4.03' a 4.87r I (D -- - -f-- 5 / -' / _ / __.� / '� / TIC 1 / / I / / / / / ' 4.86' / / _ - - 458.7.9' C #63.42' p I N / / / / / / I Q. '4,S o I � O I 4sa.z3' STAIRS @ 9"/ O / o FFE=455.6 / / / / 1 ST�cIRc @ 6" , / I IF 79.5T ° _ 1,66` 452.25' - 452.75' _4r�.� , _ / FFE=457.50' \ / 3.3�' / C} / / ,47 0' / / _ 451. 452.45i i - 1 / (O FFE- 73.65' 52 / / � _ \ \ - I 1 I �/ -� / 473.6s' 1.55' / 45225- - - ' 452-7 / - - - FFE=456.29' I , I �. 6423FE=474�82' r / ' / a 452AF E=458.5 '4 0 \ / / / °r' / / / > / 451.95' � 0 � / 470.04/ / / / H / a53. firs PCIRS @,.2 ' - 45279' _ �� / .7T mot- / / I / I / II 473.65' / / , 475.27' _ 4 2.81' / FFE=439.49 / / P 1 471/70' 41'1.26' 1° / '% 475.52' U 65.70' \ I II I / 3j . Q _ / / T _ _ r En I ` 464.23' I WE=474.85 4i1. 9' STAIRS @II7„ZO 453.5 455.7 ' FFE=460. ' / / / \ / / / / O _ Q 45627' \ / <O )E=473.65' 1 473.�5' ' / I / I� \ ( I I I > DATE _ _ 6 I �� - / - 57.50' � \ / _ - \ � FFF =461. 661/ J I I I I I , I � I / / / / / � 9/20/2022 < � I I , 1 I / I /\ti ' 472) Or I / 474.65' / l0 475.9 / I / / O ` \ TC _ _ ' / / 57.50' ` F�- 62'i _ - - / \ DRAWN BY \ 458.50' / \ \ AN SAN _ \ J \� _ _ ` _ \ - - - / - ` - / - LL 1 _ 4 (AIRS 6, / \� \b / / 260 / FFE 478.85' _ \ l 5 - _ \� _- _ _ - ! - - - - - sa.a3� I� FFE=47510s' a7z. s' / a� ' Z / I M. DENHARD \\ \ \ u 452. '- - - 6, _ 458.50' _ / - - - I l L _ - - _ 't I FFE- 74.65Y /� 459.50' �.�- - \ I \ 1 I I / / / STAIR$@61" !' 4.65' / / 76.79' I / / / F/' / • DESIGNED BY -0°Vv - - _ _ - - - 454T0�/ 459.50'4F�4.43' / 3 Z I I \\ \ 472.60' / 1/z 'M.DENHARD a76.70'8 -_ 6asok� \\ / I /TAI14S @ 1/ T 1-O` / \ FF =475./u \/ ! // FFE--477.50' ,\a/ CHECKED BY 'R3 _ - 1 \ \ �473 I / 475.1 476 I �` g 6 \ ' FFE=475.75' / `� / W I 20' 4 .20' \ \ 465.05' \ TAI R4S \ 1 _L 1 °) I �i @ �� I I I � 1 � � <5 I / • B. CICHOCKI ° 1 -� �>�\ \ \ 1 8 - - \ \ \ 2-2 ' _ TC I u'O� / 465 Q5' 11 I I t ♦ I ` 1 I \ 473.OB; I / 4751 5' \ / � 7. J I / / ' G • • SCALE 5 464.41' \ 1 \ \ \ I 1 1 I / olo / 477.33' I / / r • _ _ - 452.86` $TADS @I6\2„ \ b, / I 60 / J FFE=478.OT I 0°0 • 1 -4 .2_5' FFE- 76.21' /_ 472. �8' FFE=4751.65' ' 475.6\5' I / I _ / \ \ a73. T y a77.ysr 452.86' / / \ ` ° /' _ _ _ _ \ \ \ \ o TC \ \ \ 4\35 56' �\ \ \ 1 I .92'FEEn \4 STAIRS @ 6.7" (STAIR L 1 \473.2 ' 478.1 T J T 1 �� \ 6.55' 1 \ F�E=476.15'\ 46 \ 1 I I \�. I' 476.15' I f I FFE=478r8z' 12 • 3s3.•t6'� , _ s•• as3'z Rze' ! 1 \ I 5' 1 4'STA \ t \ \ \ 478.1T 1 \ 578TAIR 4 STAIR - i 4�� \ � \ � � _ o \ \ \ � � j S'd•. 466. ' \ • ° \ � \ •\ \ ` \ \ \ \ ` \ \ \ I E=462.74' @ 7=463.5 456. �� 487 \ "I4/ : - ` h ) . I \ 1 r. o FFL�462.94' - \ I ` .� \ \ 1 I i / \ \ ` � / � \ \ � � \ O \ � \ O \ \ \ \ \ \ \476. 8'`I � \ \ 1\ \ \ 47 _ 5 STAIR ,I a57.a5' 408.45 '` aso.2r 1--1 18' SAN '-_8W 8" \ Sy ETBAY S fryEET I \ \ "W`Tr 460.95' \ �461 45' \ •> \ I 1 I ` \ \ \ \ °.18' / V) TAiR_ / 1 \ _ I Z 9 $TAi� 6.%' r i _ J , 465.38' \ \ 467.60' _ _ / / / / / 47 86' \ \ \ L.L FFE=�471.1 9 $TA�KK.$ - - , _ \ ,464.@0_ - � � � 4�.50' \ 479.13' / / 473�6:. / 1 \ ` \ O Q \ bpi / / 463.83 ° j FFE=471.36' _ - _ - \ \ \ \ �467.60'- 470A9" / / 473.86' 1 1L76.86'` \ \ �@ ��" r J \ \ \ 468.7 ' / / 474.86, I 477186, \ \ \ J > f 11 \ O I � e \ � � � _ � \ 479.86' _ LJ s \ y \ \ - 4 QUN ATION \ \_ \ _\ - - - - / a7a.8s' I a77.8s' \ \ -I Z \ \ \ \ 4' OUNDAIYON 1 47�.86 1 476.86' \ \ 478.86' \ W \ W - \ \ ' 464.46' DRAINS O-� - - - ` - _ ' - - - - `may- / '8 Q STORM EWE \ \ \ \ _ _ _ - _ _ ' NS LE T9 % 47 86' \ 479.86' \ _ M SEWER W w _ - `\ a \ ORy \ass.ts' ' 9STAIR '8STAIR - --- g -- - ----- --- - 10 10 - - vl a.. 2p/1/R q °.> s �_ 7" Il STAI \@ _ _ �/ �$TAI STAff / STAI 19 STAI 9 $T/AIR \ ~ \ Q / @ I 7" 9STAIR FFE=475.20' \ @ 6.7" FFE=477.'19' _ �" _ @ 9STAIR_ 9' '@ 7" 7„ I STAI�3S `r ' / FFE=476.10' -FFE=479 39' _ _ ncC 1 @ 6.9" _ - FFE=478.29'_ - - -/ - V� - - _ 1 ' _ - ' � Q fFE=480r83' FFE=484.525'- �' / ' / r ` \ 466.76' 475 _ - - - - _ ' _ - _ _ _ _ - - --F�=48T65 ' FFE�8.85' � z / FFE-485.66' fFE=486.6E i � / FFEz490.65' vv LLJ > _ of �_+ \�� I<'� `�i \ _ / u� / ��/ 6�1' °/.",• a_�_.' r / - - - - _ _-' - / LLLLJ I \ � C \ / / / / /-475�3i' - 4\/6.1 T � 477.98' - `� � , l � �. i _ _ - - _ _ TC ° � , ♦ 0 \ / \� 48.17' \� \ �// p%i l _ 4812T ' 482. 3 483.68' w - ( / 4\1 \ / I 1 \ / -i - I/7j..'1'-`.' O rC O POSED 61' VD 1 TC 485. W I TRYW w �\ I / 4184.75' � W � , INST NO. 202 00002684 1 1 / \\ \--! \\/ J <, _--_��-_-- Q I a\\ cam- N. vv W \ W \ \ C�\�\ 1 If �` I �ll�/^ \ it \, CT�/ / \\1 `11 \` \ \\' ��=\ 1•�/, \ � `LL� / -. i� i, \ r ,�-' �_c `\/\\ �-`'-__ -'-_ -__\=- � _ �/__`� _/__-_ __ JOB NO. 4. - 1 _ 47036 \ I / \ \ / - -) ' _ / I 1 1 / 1\ !� /� L _ /I SHEET NO. '' -1 �\ / 1 _ _y 1 ' NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. C5.4 \ / 111 < 11 I /1 I �� i' � I- / c a 2 c 0 d 0 3 c a. D a0 o O Ez 20 o � c T E O a c m a0 Oc � m O 3 Z z„ 0 � a 2 o� Q § o. N c 2 Y X c 0.0 12 016 `o 0 m 06 a c Nc !° 2 0 C 0 m e �N A 0 ° 0 c 0 nE E F_ L I------------------------------------� - - - - - - _ I �/ j - - - -- = NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. I--------------/------------------------------------t------------- / I T ! / L---------- __. -__ /_-___- -/_ -__ -__ f---------------+____ ______ / \ r------------ f----------- - - - ---------- \ \ ---\ ---- ---- . --- ---- ---- -- ---- --- - 1----------- ( \ 1 1 \ \ --I \ ;) \) \ \ C \ \ \ / - - `----------- \ \ - - -- - -----------! - G) Bryan D. Cichocki 1-----------\ \-- ------------- — ----------\-------- I /'------------ ,� ` \ " _ - ^ Y ti \ I � --a ------ - . _ , I>ic. No. 53741 \ \ \ OLD LYNCHBURG ROAD STATE ROUTE\631 1I -\/ (VARYING RM/ WiPTH \ _ `\\ Y ------------------ I —------y- r�. --------------- </'- -_> ---\�- --- ---\ \\l/ c-- �4 - ---- - - - - 1-- -------------------->-- ---- EP IONAL OMI eE _ v GP / 0 \ w O m u�+ ry (L / - - - 1 / I / ✓�,/= _-�_ --- �JF0T47C4- \r Nry Of MUM (IF Tc� 473.49' 474.13' / / ! '/' \ \ \ \\ ` ' ( \ I I y 1 I 111 (�f / L �� ! \ - - -\ _ " V \ OHT (D Jill ') I \ / =O 47076, /'I ¢73.65' / o / --' 4 4.03' / I / L / > w �i g7: ° 75.4$ / \ \ _ // / / / / ' \ /III I' / / / / / _ _ ✓ \ '-' 0 0 _ _ 0 473.65' 475.27' _ I— - ' 1 C/ / i \ / 1 t , I / J / I \ �,' \ = - _ M DATE 475.52' ' I / 75. 2' .' I < \' I I l \ \ - \ - ✓ \ Ia`,• - > TF Q I / / / / , , ' / \ \ \ \ I / / / \ / ° \ I/\�1/ /\I I \ \ \ L \ ` _ .r 912012022 I 0 DRAWN BY \ ` \ ' rn \ / _ M. DENHARD N / I / 474.65 ' / � � I 1 � / 1 � 472�0� ' o\o / 475.9 ' / I / I / I / i ' ^ /`� \\ \ / / ( d' \ � 1 / \ /rF hi/ //.Q� j� /'D �2 ' / i / / / '/ / I- �'' ''"� / S J\ �I 1y / /'' \ ° \ ° / / / If/�/ / \\ // / / • DESIGNED BY / / F E=474.W, I '%74.65' , Z / / 476.19' I / ' / J/ / / I / ' , / / \ I\l/\_ \ / / /' / \ / I I I111 \ - ' ,! / ' • M. DENHARD ' / @/ / ' ' / / \ ( / _ / / " \ / ° / // " /( - _ _' - _ _ _` �` ' / / • CHECKED BY / .60' / / o J �. 476.70' 472 ! Q � ' /----------FFE=477.50' • SCALE 476 B. CICHOCKI 1 \ 473.OB: I 475i65' 1 � \ o�o / /� 477.33' I / I \ / J ♦ -�/ � / l - l 1 I , STAR$ Q16�) 2�� \ / j I FFE=4jg0T 1 �O°Io � \ r 4�3 \ I \ \ � \ / J' / / \ / , I / ¢ � o° � - - - \ l O.'�8' II ,FFE=475165' 475.6\5' \ Z / 477.�1' I / _ _' / / / I I l \ \ J / / / /' _ _ /' / / / l I ° / \ ` `\\ • J� u9OIL 06 \ `\ \ \ \ � \ 446.15' \ \ ( \\ ?0 478.17' \ � \ \ � 1 ` I / _ I ♦ � \ \476. 8'\ ETBAY 81 EET \ C) / I J IL z mzu �O I //i\,/l Qq O I 1-\1 I / I 1 LL II \/ I I 1 I I W 473. l 1 l I 1 Z � / 475F86' \ \ I I � / 1 \ 1 I " " � \ � I � ° / / / 1 ^ ' � \ `' /1 \ _ 2✓ 1 \ JI \ \ / I / / � / 1 J 473.86' ' \ 477.`86' \ \ \ \ / / / /_ / / 1 _ I I �\ > \ J/ 11 476.86' \ � 479.86' C � \ \ Z �Q / i \ \ _ \ ) 1 \ \ ' 9 STAIR 10 STAI / @10ST�ACI z \ — \ UJ W O / \ / �FF�,48.66'FF��l8i65 FFE�8.b0' 95LQ LLJ .17' l 477.98' °�..;. I 479.p8' \ 48 1T <> /, 1r 7 ' \ ¢ R25'- 1 481.27' P(lORIZONR I _-----__ _ --_ ---_ _ PR POSED 61' VD T l / I rC \ 485.34' W I I INST.I No. 202 OODOo l l / , /\ , 46a.75' W cps ' `PiP I lNP QI \ W \ y\/ \ \ AdS\ 1 \ / — /' ) / \�"�/ -+ ,1- ---- - - - - - -- ' \.:.G,- '. o.♦ °.... °° v. ° a. L `/ ! a °A �°.. / _ � \=__-_-- -ice_ `�_�'- - � \ \ _ � I � `/7/�_.//l i 1 '4 I JOB NO. �- _ - -- - -- - \\ '\ / \ `� t-----� �\ / I I I / r -• APO --_. - \`\I ( \ [ \ SCALE 1"=20' 47036 l /- /�'" \ �\/�� / I 11� i` ( SHEET NO. --0 20' 40' KEY PLAN _ C5.5 c 5 a 2 L F- S:\103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C5.6-CURB RAMP ELEVATIONS.dwg I Plotted on 9/23/2022 10:12 AM I by Matt Denhard I I \ P k, / \ 3 oo cn I / \ _ n to I II III II > 00 mmo , µ \ G) I I \\ CID 00 c' / 00 � \ A86 P %9 \ w' co 1 0 rn J �" '� \\ \ \ / / CO N \ / \ 1 co 00 \ -1 D N / \ coo o Cn O y c>xl+ \ 00 00 O 000 N 1 \ Cn \\ l \\ \ \� co N v \ \ ♦� X / iN \ Y/ A-ar 00 un \ \ 1 N � N N v a n NVs� \ \ Nn X \ \ I ° \ 0000 00000 Ch cn (n SWALLQ TAIL LANE A 1 / \ `\ N, 00 v ' \ D I rn Z \ r I m � D z� I r z oo P A� A90 I co m O 90 w 00O \ cD 0Q N O I A O O 00 A A\\ v OA co z 00 U �! N V m O W \ O 0' O o O N 0)i07 2 ° O 'S Z ` O \\\ �/ D �p Q CA Q ! I > t� (XdW A D G D -0 00 door -0 00\ •\ w J Co m o� \\P ------ A zo \� \ w x \ \ CP A ` ' cot \ \ IIT \ IT F m \ >�2 \ D z � \ _ G)0 ! \\ A cp µ � \ A A �> A Z 1 AGE P \ \ I \\` m A W�_ G) L \G), N �. 0 v '"0 0 cn Z G) T, 0- ITI vQ � r o P� D cf) z �O D q IT y IF n r IT N IF 0 C71 0 0 C0 Cl) Z L7 O yk N • . •• THIS DRAWING PREPARED AT THE $a C YOUR VISION ACHIEVED THROUGH OURS. • CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TIMMONS RO P • • �� uy TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 10 p 0 1 nm o SOUTHWOOD PHASE 1 BLOCKS 9, 1 0� L7l 11 n = 3 m 3 o DATE REVISION DESCRIPTION �� N _ o p m V W n n r) O � o o COUNTY OF ALBEMARLE, VA N rn o o n o n z eI �I °1 CURB RAMP ELEVATIONS o < o N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. PROJECT INFORMATION ENGINEERED JIM CLARK PRODUCT 24D-463-0124 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 LBSANAN. 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 (fl') 225 SYSTEM PERIMETER (0) CONCEPTUAL ELEVATIONS - SV 448.00 MAXIMUM ALLOWABLE GRADE (IR 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 IVER 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 LIMITS 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 • I DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL 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 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 Q 3 I 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 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. 0 N ; I = Q o N 0 I i 18' PARTIAL CUT END CAP, PART# MC720DIEPPIST OR MG72001EPP18TW TYP OF ALL MC-720018"TOP CONNECTIONS 18" X IW 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' 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 'oi 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 CO 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) 24" PARTIAL CUT END CAP, 'i PART# MC72001EPP24T OR MC72001EPP24TW m N TYP OF ALL MC-7200 24" TOP CONNECTIONS 24" PARTIAL CUT END CARPART# 1 4BW TYP OF ALL MC-720024" 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) UP/ /1 9/// F/// 41 INSPECTION PORT ISOLATOR ROW PLUS THERMOPLASTIC LINER (30 Minn) (SEE TECHNICAL NOTE 6.50 / PROVIDED (SEE DETAIL) BY OTHERS I DESIGN BY OTHERS) INSTALL FLAMP ON 24• ACCESS PIPE PART# MC720024RAMP (TYP 2 PLACES) 45.02' NMI o � pa ao .t V EWE 0 o2 I• 4, N o rc 8 E L U m m o� O E m5 d� U 8 ii P! 2a ff m OP iqqe� 30 0 4&� 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 F418-168, "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 LBSA 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 MG35DO/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" (3DO 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 MC3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MG-35DO/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 MC3500 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 3 STONE BELOW in • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. TIT 30 Y G 40 %STONE VOID THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITESPECIFIC 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 PRODJ PROVIDED. j = 4a • THE SITE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE SLOPE AND CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON m U o U 6,465 SYSTEM AREA (ft') W 430 SYSTEM PERIMETER (ft) THE SLOPE'S INTEGRITY. O❑ O D ELEVATIONS - SWM B 0 a59.65 AXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) _ 453-65 INIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 222 __ 453AS INIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) ~ U ii _ 453.15 _ INIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 7 w O m 453.15 _ INIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) c 452.65 _ P OF STONE 451.65 _ P OF MC-3500 CHAMBER 449.57 _ "TOP MANIFOLD INVERT 1011 as .07 _ " ISOLATOR ROW PLUS CONNECTION INVERT 3 _ 448.05_ " BOTTOM -MANIFOLD INVERT d _ 447.90 _ TTOM OF MC-35M CHAMBER 4a6.w __ N_DERDRAIN INVERT aas.a0 TTOM OF STONE tS 1 le 111 139.94' ff 132.58' 18.11' § a 1125.69 >§ B PLACE MINIMUM 17S 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) 16 Q OUTLET STRUCTURE PER PLAN ii -.-i i•i ii ii ii MAXIMUM OUT FLOW 4 CFS 18" PARTIAL CUT END CAP, a (DESIGN BY ENGINEER / S �a PART# MC35001EPP18TC OR MC35001EPP18TW PROVIDED BY OTHERS) O E y 10 in TYP OF ALL MC3500 18' TOP CONNECTIONS d a? N 18" PARTIAL CUT END CAP, 0 18" X I r ADS N-12 TOP MANIFOLD j" N N PART# MC35001EPP1 BBC OR MC35001EPP18BW 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 INVERT 1.77" ABOVE CHAMBER BASE Q E m PROPOSED STRUCTURE (SEE NOTES) M WIELEVATED BYPASS MANIFOLD 24" PARTIAL CUT END CAP, PART# y V MAXIMUM INLET FLOW 11 CFS p T I MC35001EPP4BC OR MC36001EPP4BW (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 aN, MAXIMUM INLET FLOW 11 CFS 2 x (24" SUMP MIN) o INSTALL FLAMP ON 24" ACCESS PIPE m Q IN m PART# MC350024RAMP ~ L 1S"X2 PLACES) = o J_ 18" X 18' ADS N-12 TOP MANIFOLD � INVERT 20.03" ABOVE CHAMBER BASE (SEE NOTES) T m 32.44' o 33.05' 21.50' 14.33 21.50 2L50' 38.BT 4 SHEET OF OR APPROVED EQUAL Bryan D. Cichocki laic. No. 53741 iIlleo 2 4(G'*ONAL .0 rA 0 ce LF) Z O a_ u U) U W z O U) w Of ti DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1 "=50' 06 O J cn a Lu U 0 Z /J > O W LLI LY Z Lu Lu Q Q LL �W^/ z _ I D Q ° O ^ U I..L W 0 0 O z O O U) 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 (72" 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 ¢8 of n N Y Q o 0 = U 7 � to o a W R. oz �S w 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 y i 3 m ° B E € ❑ JN mR $F Ow � W o J ° o U 0� ~ 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 CB' 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 0 O O 3 �/ U I m U '� R s m N �y $ N ai PLEASE NOTE: 6 6 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. 99 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 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 INSTALLATIONS WHERE SERUTTING COVER VEHICLES MAY OCCUF, 24" TD' � PERIMETER STONE �; v `+ INCREASE cov$R To $ol7so mml. (2.1 m) gw (SEE NOTE 4) (600 mm) MIN` MAX $ 12" (300 mm) MIN © 5., U w -s `"PHIS CROSS SECTION DETAIL REPRESENTS (CAN BE SLOPED OR VERTICAL) (1524 mm) EXCAVATION WALL �., sa" MINIMUM REQUIREMENTS FOR INSTALLATION. C m °� PLEASE SEE THE LAYOUT SHEET(S) FOR ~ :% E g� � - PROJECT SPECIFIC REQUIREMENTS. � m w•° II- _ ADEPTH OF STONE TO BE DETERMINED LIM $? IIIK BY SITE DESIGN ENGINEER 9'(230 mm)MINI Q E W I12" (300 mm) MIN - MG-7200 SUBGRADE SOILS (230 mm) MIN 100" 2540 mm ! 12" (300 mm) MIN U Q END CAP (SEE NOTE 3) _ OVERLAP ON TOP w SEVERAL INCHES TO ANCHOR (PER ❑ MANUFACTURER'S-SI No £E RECOMMENDATIONS) m y 3 a III; �0 ,e NOTES: NON -WOVEN NTH N 0 S" GEOTEXTILE ¢ °o NON -WOVEN vi 5 OTEXTILE 1. CHAMBERS SHALL MEETTHE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' CHAMBER CLASSIFICATION 60x101 ANGULAR GEs 2. MC-7200 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM FZ787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". STONE THERMOPLASTIC TH$ 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'. 0 • 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. 7 SHEET 1 21 OF "ITITd:P.GJld 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 DDTLET 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 ❑ w Y O W 3 p cYi J 0 W DO ❑ _ U O O O N NA N pppo U) w 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) € u K L. E E 5 IC m i0 9 0 23.90' E 22.90' BOWL [287'J a 011 m 134" O -•I = ° �a U °o FIN ARRAY (TIP 4 PLACES) v x O S2 ZE O Z i0 iiS H 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"(600 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 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 COMPACTION REQUIREMENTS. 4. ONCE LAYER'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER'D' 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 \ \ \ \ \` \�.,\ \ 'TOBOTTOM OF NSWHEFLE%IBLE ING FRMENT FOR VEHICLESMAY ED OCCUR, \\\\\\\\\\ \N '.:�NSTNLLATION$WHERE RUTTING FROM VEHICLES MAY OCCUR, B' PERIMETER STONE l� )J\v �,, v" r\�`.. D� �b\�. Z `, (SEE NOTE 4) - //0^ INCREASE covEH To 24- (600 mml. 18'(450 mm) (2.4 m) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL', 6" (15( MC-3500 END CAP IAIInmlk nY 4��I�ih I•I ut��ll �p�l, )�1, sim0,� � 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�� % Hill • ' • • F • 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 fD DO LU ❑ OO Ir GJIr0 = Z) U 4d ❑ = U ¢E O o o N N o N Y v ii O 0 pp9 U $o x W mG F . O a ° 08 L co a N 0 sG r Vi U � o JN O� mO3 zzQ_ A WO zW O_ �g wz 8 SHEET 1 OF2 OR APPROVED EQUAL Bryan D. Cichocki U lie.. Noo..53741 NAG ,ZONAL �lyG M E 0 N � N C > E a E w Q LL o 3 p LL `mom Lu q 00 dW � U Voo Z ILL,— Ur;O O (A N LD Lu EL m 30'x Ln V)i oa ? IL ❑ Ln i c ry Z O Fv> c H M Of � H I v DATE 912012022 O } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • N/A • 06 0 J cn a Lu U 0 0z > 0 Lu 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 M67200 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 FLASHUGHTAND 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 11) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3' (00 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 UPPERJOINT CORRUGATION! CREST STIFFENING RIB BUILD ROW IN THIS DIRECTION FOOT so.o" I (1524 mm) 61.9. ink (1� 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 m3) 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 MC72001EPPOBT 6' (150 mm) 42.54" (1081 mm) - MC72DOIEPPD6B - MOB" (22 mm) MC72001EPP08T 8' (200 mm) 40.50" (1028 mm) - MC72001EPP08B - 1.01' (28 mm) MC72DOIEPP10T 10" (250 mm) 38.37' (975 mm) - MC72001EPP10B - 1.33' (34 mm) MC72001EPP12T 12" (300 mm) 35.69" (907 mm) - MC72001EPP12B - 1.55' (39 mm) MC720DIEPP15T 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 24"(800 mm) 23.05" (585 mm) - MC72001EPP24TW MC72DOIEPP24B - 2.26" (57 mm) MC72001EPP24BW MC72001EPP30BW 30" (751) mm) - 2.95" (75 mm) MC72601EPP36BW 36" (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' (3004100 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 6" (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 )R 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 RIBi CREST CREST WEB STIFFENING RIB LOWER JOINT V Itl�yI IIFI, �IIIyI IyII�I pIpI Vu CORRUGATION YIII� 0'II IE��I�8.W111111 71WIIIIIVN II 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 86.0- (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' (1905 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 8" (150 mm) 3321' (844 mm) MC35001EPPo88 - 0.86' (17 mm) MC350DIEPPOST 8" (200 mm) 31.16' (791 mm) - MC35001EPPo8B - 0.81" (21 mm) MG35001EPP10T Ur (250 mm) 29.04" (738 mm) - MC35001EPPIOB - 0.93" (24 mm) MC35DOIEPP72T 17 (300 mm) 26.36" (670 mm) MC35001EPP128 - 1.35' (34 mm) MC35WIEPPIST 15' (375 mm) 23.39- (594 mm) MC35001EPP158 1.50" (38 mm) MC35DOIEPPlOTC 18" (450 mm) 20.03" (509 mm) - MC35001EPP18TW MC35001EPP18BC - 1.77' (45 mm) MC35001EPP18BW MC350DIEPP24TC 24' (600 mm) 14.48" (368 mm) - MC35001EPP24TW MC35001EPP24BC e 2.06' (52 mm) MC35001EPP24BW MC35001EPP30BC 30' (750 mm) - 2.75- (70 mm) NOTE: ALL DIMENSIONS ARE NOMINAL 86.0" (2184 mm) INSTALLED 90.0"(2286 mm) ACTUAL LENGTH 22.2" (564 mm) INSTALLED �853 mm) I � Y O DO LU O O = Q Y 3 O (3 c F J o w F U 7 � # o o a a Oz �w 11 81 ® F I= p o V J oaf E cn L o� om� N L) BE O JN Ow m �5 z x O ° C0sd oa rg �b mw �a 9 SHEET 1 2 OF Y O 3 t Y OJ m to O O _ Of 7 U aa K o c U (=i € pS C o N N di u) I11 U 3 i a gFQ rc � H a 4gg5 $?ag 0 2� o � s Bj ® t1E d *0 Vi o0i m V m H '� w a� o0 F 8 SE t0 iF F m x O nO ° a ow CUSTOM PARTIAL CUT INVERTS ARE � < gg o b AVAILABLE UPON REQUEST. �D :j INVENTORIED MANIFOLDS INCLUDE T 12-24" (30DE00 mm) SIZE ON SIZE Ito ° AND 15-48' (375.1200 mm) ECCENTRIC MANIFOLDS. CUSTOMIE INVERT LOCATIONS ON THE MC-3500 IN o END CAP CUT IN THE FIELD ARE NOT I 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 12 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 24" (600 mm) HDPE 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. CONDUCTJETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. F3Y4:i7G��P.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 SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS MC -SERIES END CAP INSERTION DETAIL NTS .r STORMTECH END CAP 17 (3DO mm) MIN INSERTION MANIFOLD STUB MANIFOLD HEADER (r 12' (300 mm) MIN SEPARATION 17 (300 mm) L 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 CONCRETE COLLAR PAVEMENT CONCRETE SLAB T 6-(1 50 mm) MIN THICKNESS STORMTECH CHAMBER I12" (300 mm) MIN WIDTH CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 8"NYLOPLAST INSPECTION PORT BODY (PART# 270SAG41PKIT) 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 C �i E� dd s U) - E L a mS N tl �@ ii pm � 3i o m x a� K _ O jp �o �w 5 �w Po 10 SHEET 12 OF Do j ci Y c O w 3 J w ca W U O O N N w F U 44 7 8 O 12 SHEET 1 OF OR APPROVED EQUAL ti 11 0 w a 5 2 ° 0 Bryan D. Cichocki U laic. No. 53741 lie 71 0 ��fV NAG SS IONAL �lyG M E O O O U N � N C > E a E w 3 w w Q LL 3 p LL w O o - `6 O W L M d-V00 Z If; O O 7 O N (D Lu N� EL w 30 )x VO) oa �" w ❑ Ln i ry Z O Fv> m N W N M Of a � 00 F- DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N/A 06 0 J cn a w U Z J > O CO Lu Z ' � W uj Q Q LL ui z _ I D Q 0 0 ^^ U W 0 0 0 I- � 0^, v JOB NO. 47036 SHEET NO. C6.8 c a 2 c 0 d 0 3 c a D a0 o U �Z .8O 162 2 c T E'o a C N D. O � m C7 3 Z Z m O 2 a F d `o« Q § am .Z Y N X 0.0 1215 O O 2 O 0 EO C 0 N O � a � M 10 a 0 �+ o m 2 �N O O nE a0i �i E F_ L A 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[Hki11il1701 V LVA U4ILe]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 lie. No. 53741 %111eo2 t7 Z O a_ U V uj W 0 z O U) > w DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N/A J cn a LU U 0 z J > O LU C2 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 102: MH-1- STA 10+16.22 TOP 430.22 INV IN 426.18 (103) INV OUT 426.08 (101) 450 108: MH-1 Q o Q STA 13+01.04 TOP 437.16 0 o _ N N LO M m INV IN 429.89 (109) Q t N ro r v 00 C INV OUT 429.77 (105) CD Q o �� N =Oct 00 N 2��" F cliO ^ uY 0 ....� 00 t- 00 7 �`.- Z 0 <CL ��ce) tz O 0 V 7 i } u'1H = CO It m�up'17 M } NH gv~i0> > < a0 OQa0 ��Oz Z 0Z �0Z N 450 455 SEE CONTROL 445 STRUCTUZE 445 DETAIL F R SWM A STORMTE H APPR X. EPTH O 440 BLDG FO TE = 432.2 440.000 440 TOP = PROPOSED GRADE SWM A: STORMTECH DETENTION WITH GRAD ISOLATOR ROW BOT. 436,000 435 / 435 433.250 INV. = / / J 430 430 109 105 23.46' OF 1g j.jV OF 24" HDPE 2 ' HDPE @ 3.25 /o 425 cm,1.00% 425 12.70' OF 103 L103AAPPROX. 24" HDPE 25.7 ' OF DEPTH OF @ 0.50% 24" HDPE 67.8 ' OF BEARING LOAD PLAN @ 0 50% 24" 1 iDPE 420 @ Q 790L420 415 415 v c v v v v v 9+50 10+00 11+00 STR 100+0013+00 SWM A HORIZ SCALE: 1"=50' 203A: MH-1 (72" DIA.) 205B: MH-1 STA 10+72.92 STA 10+11.79 TOP 454.72 TOP 455.15 INV IN 446.75 (205A) INV IN 446.90 (205C) INV IN 446.45 (203B) INV OUT 446.90 (205A) INV OUT 446.35 (203) 470 204: MH-1 (72" DIA.) STA 10+23.62 TOP 457.80 INV IN 446.76 (205) INV OUT 446.90 (205C) INV OUT 446.66 (203B) A: Ic 450 450 445 JG D 445 2.8' 13.5' 440 OP = 440.000 440 TORMTECH VTION WITH ATOR ROW 121 10.37' OF 435 BOT. = 436.00 435 - 12" HDPE I @ 2.69% 430 INV. 433.250 430 425 425 420 420 O v v 14+00 14+50 I 9+50 SWM �A -STR 122 11+00 STA 10+24.79 TOP 453.26 INV IN 445.75 (203) INV OUT 445.00 (201) 200: ES-1 for 30 inch Pipe STA 10+06.64 TOP 447.52 INV IN 444.77 (201) 470 465 ADS UP-FLO 4 5 FI TER 465 ISTIN PF OPOSED 460 460 455 455 450 450 445 205A 1j, 445 11.79' OF 20 C 12" PVC 11. 2' OF @ 1.25% 12' PVC @ D.00% 440 440 435 435 N h V 9+50 10+00 11+00 11+50 STR 202 - STR 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 CONTRACTOR TO LOWER CONE IN RELATION TO ADJACENT SLOPE. MAX CONE ELEVATION 451' HORIZ SCALE: 1"=50' 203A: MH-1 (72" DIAVV�RT SCALE: 1"=5 STA 10+72.92 TOP 454.72 204: MH-1 (72" DIA.) INV IN 446.75 (205A) STA 10+89.64 INV IN 446.45 (203B) TOP 457.80 INV OUT 446.35 (203) INV IN 446.76 (205) INV OUT 446.90 (205C) INV OUT 446.66 (203B) SWM A DEl IS SEE PROP SED CONTROL 46 G DE 460 DETAIL FOR EXIS ING SWM GRADE STORMTECH 455 455 OP = 451.650 4.7' SWM B: 450 STORMTECH 450 DETENTION WITH ISOLATOR ROW 0 OT_ 447.900 INV. = 446.900 203 3445 72' 48. pPE30y, HDP 7.38' OF 201 30° ° 1.25024" HDPE @. 18.26' OF 1.25% @ @ 0.00% 30" HDPE 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 Q Cl) ul M In .`-... � `-' N Ul (o0) 00 to O , (O m a ai M N (0 Oil Cl)ltz H I"avw v g� Z0 ��Z-0 M�vZO aN O>> �F0>>> Z �(nF-- NFp» CL Z �(nHZ - �(nHZ 460 460 MH EX. 455 455 AD BARRACUDA SYSTEM 8' f DIAMETER EXISTING PROPOSED SA PIP ITARY 3-2 / I 450 GRADE GRADE 450 II ER 'L�N£ PROPOSEWATER SANITARY LINE ' 1� ON 3 y N 445 O 445 cry P) \ PPE 11-1 �' (MIN. t9 \ 12`5 OF 96� = 440.000 4OP A' jpe o 0 440 STORMTECH @6' ENTION WITH / )LATOR ROW 200 31' OF I THE STALL A STE BOTTOM CF L PLATE AT DROP MH BOT. = 436.00 435 HDPE ER VDOT SPE 435 @ 1.00°k 18.14' OF - 21" HDPE @ 1.50% INV. = 433.250 430 430 425 425 v v � v v c h v v v a v v v 9+50 10+00 11+00 SWM A 12+00 13+00 STR EX. 114: MH-1 126: DI-213 8 ft Throat STA 12+16.86 STA 10+54.68 TOP 449.25 TOP 449.29 INV IN 440.06 (125A) INV IN 441.38 (127) INV IN 439.49 (123) INV OUT 441.15 (125A) INV OUT 438.63 (113) 128: 18" Basin - Circular Grate STA 10+77.75 TOP 449.04 INV IN 441.77 (129) INV OUT 441.67 (127) 130: 18" Basin - Circular Grate STA 11+19.89 TOP 446.50 INV IN 442.40 (131) IN\/ 01 IT aa9 sn /19A1 14+00 14+50 M 00 � 00 1 Q O EL (Nn�0> �U)Fz aFn 455 455 PROPOSED GRADE 450 450 PROP ED LINEE SL Y J P 3'MI 1 445 / 445 OF g1 1.2' 191 S 1 440 127 4 ,1 nF ' OF 440 54 @k OF 12" HDPE 1 � td$ "OPo 1 @ 1.25% .25% @200/01 I EXISTING 435 I GRADE 435 1 I CONTRACTOR TO COMPAC T 1 FILL TO AT LEAST 95% �- STANDARD PROCTOR DEN ITY 430 430 425 1 1 425 R R V R R V V 7 R V V V 12+00 (_ 9+50 10+00 11+00 12+00 13+00 STR. 118 - STR. 132 HORIZ SCALE: 1 "=50' 14+00 0 50 PROFILE SCALE Bryan D. Cichocki laic. No. 53741 i/Z,1'22 4(G'*ONAL .0 E O O U N � N C Q O > E w a E < w v UM Q tj O 3 p LL - wO `mom J U 00 J - a>o" C7W NV w � 30'x LL p < v ti = N N F Q C Y� N � M �� no O oc 0 z O a U N W 0 z O U) w Of I DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE AS SHOWN JOB NO. 47036 SHEET NO. C7.0 L GLV. VI-VV` IL 1 1 II VPI STA 11+19.93 TOP 466.82 INV IN 462.33 (223A) 224: DI-313 6 ft Throat INV IN 460.10 (221) STA 12+73.23 TOP 473.36 226: DI-3B 6 ft Throat IN OUT 460.00 (219) rn c� INV IN 467.80 225 STA 13+49.16 m u� m o 0 0 0 0 ( ) 2 L N L N L N o TOP 474.73 2 L rn N r; n N D INV OUT 467.70 (223C) t t o V V F V H o o 2 °' INV IN 469.42 (227) 210: DI-36 4 ft Throat CO 2066: MH-1 ~ "t m (D (DLO V 223B: DI-3B 4 ft Throat INV OUT 469.32 225 (O M N ° �' M 00 0 o N W) m M CO (°iD rn rn o = n o STA 12+31.35 ( ) STA 10+00.45 v, r- LO STA 10+00.30 M o u� m M N m o ri M CM U' to LO CD ' r � 228: DI-1 TOP 464.23 m N f? v TOP 461.15 O t �' L M °i a +� +� F (? (O r� (D F �, °+ a � 0� rM � m000 CO a TOP 472.16 M}NH M+MV o(D� p +(0 p CM + -: M�a� - STA13+90.22 INV IN457.48(211) oop INV IN454.19(217) -p��z0 p�vzz0 p�az_0 p�0 o m p_ o m v p INV IN 466.86 (223C) TOP 475.48 INV IN 457.54 215 p O INV IN 455.60 207 a_ O 5 Q a i�i Q a Q a azz O p�vz O INV IN465.22(229) ( ) 6<a> ( ) 0�0> > ~0> z z "HO> z ~OZ F O > > > a0 p > > INV OUT 465.12 (223A) INV OUT 470.24 (227) INV OUT 457.44 (209) N 0 z INV OUT 450.49 (206A) N y z Z N _ _ _ N (n P _ _ N U)FZ Z Z NUFz Z ARF. AAn Am AAn Agn ADS SWM B: STORMTECH DETENTION WITH 2O6A ISOLATOR ROW 5.86' OF BOT. = 447.90 15" HDPE INV. = 446.900 @ 10.00% 9+50 10+00 15 11+00 PROPOSED GRADE EXISTING GRADE 41 �aa OF / y 2.00°16 223P 225 111 HOpEOF 5" HDPE @ 2.00% 12+00 SWM B - STR 228 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 DE -I IS 13+00 Ti V 4. . UI-ODO IL IIWGI g v z z STA 10+78.16 Q 0-- j TOP 452.80 N U)) ? ? INV OUT 448.38 (232 465 465 460 460 PROPOSED GRADE EXISTING 455 GRADE I / 455 TOP = 451.65 SWM B: STORMTECH J 3' M N. 450 ENTION WITH DLATOR ROW 233 75.81' 15" HDPE F BOT. = 447.90 INV = 446.90 445 445 440 440 N (n d 41.06OF 15" H PE @ 2.00% 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 -I OTA 4n-4C 4O IN INV INV DE1 IS 475 475 470 470 PROPOSED GRADE 465 465 EXISTING GRADE 3.1' 460 460 /215 of 42 HOPE 455 17' 0 455 450 1 450 445 445 v 9+50 STR 111+00 210 - STR. 216 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 �-• TOP 455.29 coo. is oasni-�,ucwai ui aie STA 10+29.14 INV IN 450.92 (237) TOP 455.02 OUT 450.82 (235) INV IN 451.30 (239) 232: MH-1 INV OUT 451.20 (237) STA 10+02.22 240: 12" Basin - C TOP 454.61 STA 10+89.42 N 450.56 (235) TOP 457.20 N 448.00 (233) INV OUT 453.47 ( 465 1 1 465 PROPOSED 460 BADE 460 EXISTING RADE 455 455 3' MIN. 239 _ OF TOP = 551.65C SWM B: 2$ 60.• STORMTECH P - 450 L235 010 @36 ENTION WITH DLATOR ROW 12.90. 0 8" HDPE @ 2.00% 237 14 8'HD E 8" HDPE 8" OT. = 447.90 INV. = 446.900 445 2.00% 445 440 440 P (v� d � 475 PROPOSED 475 EXISTING GRADE 470 / 470 3' MIN. r ADS BARRACUD 465 SYSTEM 8' 213.OF 465 - TER %12 O � 0 1 �500 460 ROPOS D 460 0 LINE Ad 2.7' 211 455 207 50.513 - 66.49' OF 455 5 HppE 1@ 1.750)6 @ 1.75% @ 2 00% ISANITARY 450 PIPE 7 450 445 445 a v v v v v 9+50 10+00 rn N N 22313: DI-313 4 ft Throat-cMo O o v STA 10+00.14 TOP 472.16 i +o INV IN 466.86 (223C) 5 a O INV IN 465.22 (229) O z INV OUT 465.12 (223A) AR5 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 12+00 STR 206B - STR 214 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 485 ARn 480 480 (STING GILADE PROPOSED GRADE 475 475 PROPOSED WATER 470 LINE 470 465 9 465 9NQpE 31 123p0% 460 460 455 455 to a 9+50 10+00 11+00 11+50 STR 223B - STR 230 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 ca OL M N .N• � 0 " o a�NM�(D Cl) +(O(D q. oCD(0zZZ) (oiHO>z> C%z_ Z 13+00 13+50 222: 15" Basin - Circular Grate STA 10+62.12 TOP 470.03 INV OUT 461.96 (221) Am 475 475 PROPOSED GRADE EXISTING GRADE 470 470 465 Y.4' 465 PROPOSED WATER LINE 460 �0F 1A 460 6? pE 1�3p0 0 455 455 450 450 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 Bryan D. Cichocki laic. No. 53741 9r122 M E O O U N � N C Q O > E w a E < w v 3 Q LL p 0 3 LL � wO `mom J U °MO W J -N a > o N (A N U W O Q X n LL oR v Ln _ N =v ~ c 0 00 � M a� t7 Z O a_ O: U U) W 0 z O U) > w o: DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE AS SHOWN 1� 1� C6 0 1� TT\ V/ U 0Q U) J> w M uct� J L.I.J J LL w O m 1� Q LL V) z 0 Q O U) ^2 0 0 �0 V/ L JOB No. 47036 SHEET NO. C7.1 NOTE: ALL PVC IS TO BE SDR-26 UNLESS OTHERWISE NOTED. APPROX. ELEVATION OF SANITARY LATERALS PRIOR TO SADDLE CONNECTION. LATERAL INVERT ON APPROACH TO TRUNK LINE APPROX. 0.9' HIGHER THAN TRUNK LINE INVERT. - SDR 26 WITH PIPE BEDDING (PER ACSA STANDARDS) BROUGHT A MINIMUM OF 2" ABOVE TOP OF PIPE. APPROX. LEVATION OF SANITARY =RALS PRIOR TO SADDLE ERALINVERT PPROACH TO TRUNK LINE APPROX. 0.9' iGHER THAN TRUNK LINE INVERT. - STA 10+00.00 �' TOP 452.27 465 INV IN 439.80 (1-EX. 1) STA 10+88.07 TOP 447.65 INV IN 440.44 (2-1) INV IN 440.44 1.1-1 STA 11+79.40 1.1 INV OUT 440.24 (1-EX. TOP 443.95 INV OUT 440.90 (1.1-1) LATERAL(S) INV: 441.10' 465 460 460 PROPOSED HORIZON 455 ROAD GRADE 455 \ EXISTING 450 GRADE 450 PROPOS WATER LI E PROPOSED 445 GRADE 445 6.9' 1.7' 1.Ci \.4 440 0 440 1-EX 1 91.34' OF 88.07' OF 8" PVC a., PC @ 0.50% @ 0. % 435 435 LL D? W W 7 W +W . +g g gig+ w of of 430 ~ O O ~ ~ O 430 APPROX. ELEVATION OF SANITARY LATERALS PRIOR TO SADDLE CONNECTION. LATERAL INVERT ON APPROACH TO TRUNK LINE APPROX. 0.9' HIGHER THAN TRUNK LINE INVERT. - TOP 447.65 INV IN 440.44 (2-1) INV IN 440.44 (1.1-1) INV OUT 440.24 (1-EX. 1) H.&I STA 11+13.83 TOP 447.88 INV IN 441.90 (11-1) INV IN 442.52 (3-2) INV OUT 441.70 (2-1) 3 STA 11+83.53 TOP 448.58 INV IN 443.47 (4-3) INV IN 443.47 (12-1) STA 13+91.82 4 TOP 452.86 INV IN 446.55 (5-4) INV OUT 445.99 (4-3) TOP 464.34 INV IN 454.38 (8-5) INV IN 453.58 (6-5) INV OUT 453.38 (5-4) INV IN 454.26 (7-6) INV OUT 454.06 (6-5) 7 STA 17+36.03 TOP 463.12 INV OUT 456.04 (7-6) 465 EXISTING GRADE 1 460 / _QT11DR 1 460 J 10.2 PIPE 2 11 \ WATER SERVICE LINE, / J 2.7' DEPTH APPROXIMATE, TY 455 ' /r 455 / OF PROPOSED / 65 8 VC ROPQS GRA E 27.58' OF 2010 TER/LI 8" P a 450 P.) °�% 1, 5 /0 450 I / qOF J G V9O°) Of cm 445 _ w 7 445 -_ - - 4-3 08.28' OF I F _ 1 �3-2/ 8" PVC O O 600' O t21% ' J J JTr, J J J J J J J J J J J 440 2-1 Q Q Q Q Q Q Q Q Q Q Q Q Q Q 440 11 .83 \ W6 W W b W� WM 0jz WNwN N WOw N WO EyJ�_ LJ Lo Ww WN PVC @1.08° H� HN Hn H(6 Hoo F06 Hr Huy r; Hrn� H(D a110 Qo Q av Q� QN_j+++J TORM + + J + J + J + J + J + J + J + + J + J + + J + + J + J +N M M M � V' V � �QQQ � IM � uy (DIPE123��QQQQQQ Q QQ O� O� v7 �� H O�OH �� O� O� O435 O rn O rn U) cn O O cn cn O O rn U) O O O O O O O cn O cn O O cn 435 w Of (D M of of '0 (O 00 W 00 W d' IY V w U" "-w co(Z'N co 2'O of c" wO B_M IZ'(D wm w n O 0ZC" IY IYm Wz WLN N W(`? W('? MW("> W(nWin Wr wO inLLJOWM h�a0F0 O Wa O WR Wa W� W°� Iy)O W O WN W W(0 F(V F(M 47 (V F F { �m F� W uy (D �m FQ) F°D V FN (0F O,Oi O V (n F Foy + Jgc)Jc0Jg9 + + + + Jg + J + Jg + J + + + Jg + + JO + J + JQM + JJQ + JgM + J(D + JJQ + + JJ(D + JJQ JJQM+ + O O O 'G:2rd'� O O O �G: N N NN G: G: N N G=G=d'lrlZ'G:lY N M M M � (D (n G='+ (D n ¢ ¢ �¢ �QQ430 cnO (n� v7� mcn 1cf) cn� �cn� cn�m en n (n� (n� cn� v7� (n�CA CA cn CA M v7 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+00.004 TOP 464.3 INV IN 454.38 (8-5) INV IN 453.58 (6-5) INV OUT 453.38 (5-4) 490 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA 12+06.23 8 TOP 475.94 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 (8-5) STA 13+19.33 TOP 480.23 10 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 EX STING HORIZON 485 C'RADE ROAD GRADE 485 PROPOSED WAT R LINE 4 / J J (D a� ay. / \ IY M of (D � W W - ~ ~ +0 480 O 480 w � tY F / PROPOSED � cn � O WATER LINE (n cn , J J 7.3' i 475711'00000 � % 475 / i i i 0'0 / p 15 OF 165 "4c $010 PROPOS D / i @ ELE 470 r LATEF / 'O0, OF CC / p9 LATE[ g" FJ p°I° ON AP 465 PROPOSED / A WATER LINE HII 460 / ✓ 460 O L�62QJC °10 J 455 455 w c)wLO m W wawa wM M w� F g"gu n�oi '(? H N g .w7 emu) g" �r`�0) g°'g� F� ga co �(D g+ oo a Ua�a co + a 450~ O ~ ~ U) �~ �~CA CA CA ~ rn~�~ U) OH 450 9+50 10+00 11+00 12+00 13+00 STR 5 - STR EX.2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 APPROX. VATION OF SANITARY ALS PRIOR rO SADDLE NNECTION. ZAL INVERT ROACH TO -RUNK LINE 3PROX. 0.9' ;HER THAN -RUNK LINE INVERT. 4R.5 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 (8-5) STA 10+11.02 T TOP 476.15 INV IN 465.85 (9-8) INV OUT 465.65 (9-7) 2.6. 1273STA11+ Top INO80.04 (9-8) LATERAL(S) INV: 468.24' 495 4R0 EXISTING 480 GRADE 480 475 475 P POSED GRADE 9.9' 9-8 5 1 470 11.08' OF 470 8" PVC @ 1.97% ATER ERVICE LINE, Q Q U) Q EPTH PPROXIMATE, 465 J J Ix CQ Q Q w o w? Of w 7 P. 465 wT7 wo gogo gN 9-7 g gV + _o U)U) 11.02'OF �Q �Q 8"PVC O� wF "'U) "'cf) 460 @ 2.00% v) U)U) U) 460 W D a W O W W O H H N H H N gN fig+ g go 455 O H ~ U) ~ U) U) 455 14+00 14+50 9+50 10+00 11+00 STR 8-STR 9 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA 11+83.53 TOP 448.58 INV IN 443.47 (4-3) INV IN 443.47 (12-1) INV OUT 443.27 (3-2) 12 STA 10+28.69 TOP 448.92 INV OUT 444.04 (12-1) 4R0 15+00 455 455 PROPOSED GRACE 450 450 445 1 445 2-1 2 8.69' OF "PVC 440 ° 440 S RM EXISTINGPIPE 1 117 GRA E 435 435 430 430 12+00 9+50 10+00 11+00 12+00 SSWR APTS. 1 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 16+00 TOP 447.88 \ INV IN 441.90 (11-1) INV IN 442.52 (3-2) INV OUT 441.70 (2-1) NOTE: SEWER EJECTOR PUMP DESIGN BY MEP. `PVC SPECIFIED BY MEP IN PUMP DESIGN 460 17+00 11 INV OUT 442.90 (11-1) 18+00 0 50 PROFILE SCALE 460 455 455 PROPOSED GRADE 450 PROPOSED 450 WATER L INE 445 2.2' 445 TORM 440 'IPE 113 440 11- EXISTING 49.96'OF GRADE 6" PV @ 2.00° 435 435 430 1 430 ]NOTE - SEWER EJECTOR PUMP DESIGN BY ME 'PVC SPECIFIED BY MEP IN PUMP DESIGN Bryan D. Cichocki laic. No. 53741 9r11eo2 M E O D U N Vi N C > E w a E w v U. ¢ O 3 p U. - wO `mom dL-uj V oMo W J -N d 7 O N (9 L ry V W z I— a WLL OR =v ur) = N N F ¢ . c Y rn N � M 00 a� a O ce t7 N .L z O a_ u c.) w p z O U) W Of DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE AS SHOWN T 1� 06 0 1� TT� m w U _j JO;0 w a a w w m 1� LL w W O C/) Q0a U 2 Z I..L U) 0 0 0 2 �0 V/ JOB NO. 47036 SHEET NO. C7.2 L 9+50 10+00 11+00 12+00 SSWR APTS. 2 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 F- S:\103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C7.0-PROFILES.dwg I Plotted on 9/23/2022 10:14 AM I by Matt Denhard m0 XI N CnCO 00 Mr mm cn cn0 W 0 Cn 0 0 0 N + 0 w 0 V 0 0 m 0 0 0 0 0 mn cDi� IT r'zc )rM r zmmCj) 0nm0 CCO n0C2Il Do rn C/) 0 c') -a A A A 5?0J1 A A G7 ti D A A A A A A A CW O CAIT J1 ^ z m O C(n O ton O CCnn O Gil np < D IT IT 5z = m�z Drngim'AIATER SERVI 'E TA 10+02.00 Z \ 0 ATER SERVI E m CD N ATER SERVIC E Z ITTA 10+64.53 ATER SERVIC E D TA 10+88.96 E D m ATER SERVI TA 11 +07.76 O mA Z N x D p 8"x6" REDUCER WITH ATER SERVICE D - a ATE VALVE TA 11 +47.63 m m co STA 11+ 30.70 _ 8" GATE VALVE ATER SERVICE - TA 11+76.84 STA 11+ 1.00 X co / ATER SERVIC m / E TA 11+88.28 IT ATER SERVICE / TA 12+20.84 / ATER SERVI E v o w O TA 12+27.97 ATER SERVI E CO ITIT _ X a M m 71 m O a ATER SERVIC E w 3 m o TA 12+63.67 Z --I " FIRELINE m O TA 12+80.28 HA; 6" GATE ALVE co OX A13+22.18 m x� AT D IT TA 13+52.13 / ATER SERVI GE w _ TA 13+53.29 ATER SERVIC E z WATER SERVILE \ STA 13+96.07 tin 00 ATER SERVI E ZTA O-= 14+33.37✓VTA 14+40.09Cn WATER SERVICE � 00 IT Z < A= 0 A DDcri� DDcri� I TA 14+73.35 O �, n Al WATER SERVI E m 0 Z z-00G) w CIO � O TOIn�W �rn t\ DoZmm �� O Dm ��^oZ 70 \\ ou m p _ \ ATER SERVI E y --I m z TA 15+58.55 z ATER SERVI E D m m= r TA 15+64.78 ? z ATER SERVICE IT M IT p 1 STA \ ATER SERVI'E TA 16+8.73 ATER SERVICE TA 16+38.78 D 0 rn FM C U) D ATER SERVI E TA 16+52.73 m N p IT Z - O v ATER SERVI E TA 16+78.64 ATER SERVI E _ \ TA 16+95.50 ATER SERVICE / TA 17+34.83 OX m q - " GATE VALVE y m TA 17+58.72 ATER SERVICE IT"GATE VALVE TA 17+78.24 STA 17+69.00 rn ril ATER SERVI E \ \ TA 18+22.24 _ ATER SERVICE TA 18+75.62 ATER SERVI E \ \ N TA 19+18.24 8" GATE VALVE \ S1 A 19+60.88 00 8" GATE VALVE A 19+71.15 TI rn TI TA 20+6.24 IT cn \ m_D _ J (0 J Z 8" GATE VALVEp 1 STA 20+67.09 N W W AA A AA A W W W m V V W CT O CT O Ch O CT O CA 0 0 O TIMMONS GROUP .•-':'•. 00 f 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 F o z 0 SOUTHWOOD PHASE 1 BLOCKS 9 10 & 11 n = m o DATE REVISION DESCRIPTION _ 3 p " m � (n n n r) � D NO O W Z O� z COUNTY OF ALBEMARLE, VA o m o o = o = z o 01 WATER LINE PROFILES z o < o N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. Ic i,I " ; o Lam. IvI 490 490 485 485 480 LL 0? 480 u� M o Q 0 cc U) O 475 O 475 Q EXISTING GRADE 470 470 / 3.5' MIN. �16' PROPOSED / 465 GRADE / 465 / IL 61IX8" TEE / 6"X6" EE 900 BEND / 1 5' TO FH STORM PIPE 460 1.6 22 460 J STORM PIPE 221 455 455 SANITARY 6' CLASS 52 DIP PIPE 8-5 ATERLINE STORM PIPE 211 SANITARY SEWER w LATERAL,DEPTH J 450 w w w APPROXIMATE, TYP. ¢ w� 450 B: M G: W Lo W 0 <0 (A V U)U)m U p u' B: + B: 0 + of + + _ + �� Z + � w w w � m 445 Q ~ Q Q ~ ~ _ ~Cf) O ~ 445 9+50 10+00 11+00 12+00 13+00 FLORA VIEW DRIVE WATER PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 490 490 0 485 485 0 w M U) Q EXISTING > � i 480 GRADE 1 480 OQ _ U) PR POSLGZ GRADE 475 475 3.5' MIN. 6"X8" TEE7! 6" CLASS 52 DIP WATERLINE 470 470 rLI►i reu EXIST114G PROPOSED G E GRADE 485 8" CLASS 52 DIP 485 MIN. WATERER TE__ 8"X6" TEE TO FHA 8") 8" TEE TO 480 F EXISTING 480 W TERMAIN IN HORIZON DRIVE 475 475 w J Q 470 > 470 Q w J w w > 465 ¢ Q 465 N °D LL N J M O ¢ > + + c') + z 00 °° N 0 00 W m ¢ QQ <L wQ ¢ C7 460 rn ~ _ ~ O0 U) ~ 460 14+00 9+50 10+00 11+00 12+00 SWALLOWTAIL LANE WATER PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 SANITARY SEWER LATERAL,DEPTH APPROXIMATE, TYP. All,90° SANITARY BEN PIPE 10-8 465 w w w w w w LATERALS TO BE INSTALLED WITHIN 6" PVC > N > > to N > (n > rn CASING PIPE, 20' SECTION CENTERED ON w O w w (; Ld c, w 6 w (' THE CROSSING (TYP.) WHERE LATERALS m M In m CO ro twn 0 U) N m v PROVIDE <18" VERTICAL SEPARATION FROM Of o o o G+ o G WATER MAIN. w� w� w� w� w ui � 2~ Z~ 2~ z� 2~ za l am aanl 9+50 10+00 11+00 12+00 RENEWAL ROAD WATER PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 4Rn 46n EXISTING GRADE PROPOSED 455 GRADE 455 8" CLASS 52 DUCTILE IRON W TERMAIN 450 8"X8" TEE TO 450 EXISTING WATE MAIN IN e HORIZON DRIVE 8"X6" TEE 445 TO FHA 445 00 8"X8" TEE J m > 440 W Q 440 O Q O W N N lL (6 Q In W00 jJ o 0 �c + + mo 435 ~rn~ _ ~ 435 12+50 9+50 10+00 11+00 12+00 HONEY BEE WAY WATER PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 455 455 PROPOSE GRAD�l 2" TYPE K COPPER 450 WATERLINE _ FFF444.7s 450 O z 3.5' o MIN m 445 w 445 4" CLASS 52 r IP WATERLI E 1.7 a0 w a 440 qA ITAR FE=44 .75 440 PIPE 3-2 SANI FAIRY EXISTING \ PIPE 1-1 GRADE 1.5' WATER ` M ER 435 T R PIPE 435 113 w w 430 430 W o + L6 W of 06 ~ Z O Q O z 0 W , W xF mQ�Q mQ 425 a0 m rn U) rn U) 425 h of ai v v 9+50 10+00 11+00 11+50 CONDO DOMESTIC SERVICE PROFILE 4" CLASS 52 DIP WATERLINE - HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 4 S S 4SS PROPOSED GRADE 450 FFF=449.75 450 z Z 3.5' o IN. in 445 w 445 (STING d GRADE C I SAN ITAR 440 PIPE 3- 2 FFE=440.75 440 STOR PIPE 435 435 430 v 430 w w 0 �o + v� xF 425 m 425 N d v 9+5000NDO FIRELINE PROFILE( 50 HORIZ SCALE: V=50' VERT SCALE: V=5 5 It, 0 50 PROFILE SCALE Bryan D. Cichocki laic. No. 53741 i/Z.1'22 4(VG_j�*��AL .0 M E O O U N � N C Q O > E w v E � w v 3 ¢ LL 3 p LL O— wO `mom J U 00 W J —N a>oN (A N (D W U1 � 30'x a LL F ¢ . 0� Y� N � M z O a_ U In W p z O U) w Of I DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE AS SHOWN ONE H 0 I%% 0 TT ,, V / U w O a J J' LL w LU O a � w rl ED a Z W w o J aLLJ U ^ JOB NO. 47036 SHEET NO. C7.4 F- 103\47036-Southwood_Blocks9-11\DWG\Sheet\CD\C5.0-SIGHT DISTANCE PROFILES.dwg I Plotted on 9/23/2022 10:15 AM I by Matt Denhard m0 A N C') rn n D D r r mm j ri 0 0 O O + O O 0 cn 0 O 0 + O 0 rn O 0 rn 0 A A (n A A A C1i -106 CrI m 0) O O C11 O 01 O U \ m \ O O co \ m n \ \ \ n w v, G)co nn Gzi \ 1 \ \ \ o \ \ N O \ I \ AG) DO \ \ m _ m0 \ \ O (n m m m 1 m 1 w � cn p \ \ r \ N 00 O \ \ \ O 00 mm \ \XI \ WO q m o o v�i Ch o CChh o coh W TIMMONS nrnV y 00 z O O) zz (r J o \\ \\ \ \ �✓ � ' � ` — Ile j -�'��. � . " \\ \ tl t I 1 `\ /> `, I i i / I111\( / '\ \I NHS \ r \ / I 111 IL - - 9 IN \ 445 \ ��F► I,\ If If XAJ \ r \ I ( I / \\ <\j 1 1 \ Y 1 )'r/r v // I 4560 J o p \ U00 I r \ �// // / / I N A m / /,/ / , / / . /. I • . 0 THIS DRAWING PREPARED AT THE $a C "yl� RO 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 10 p SOUTHWOOD PHASE 1 BLOCKS 9 10 & 11 3 3 DATE REVISION DESCRIPTION N o Ln COUNTY OF ALBEMARLE, VA SIGHT DISTANCE PROFILES rn n n �II�II < A to { N o 0 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- o:auswruso-oournwooc OIOOK5V-1-I luwwwlane 11Uuwo.u-oiun i ulo iHivvt rrcvriLra.uwg 1 rioaeo on aizsmuea _iu:-Io ruvm 1 oy maa uennam O O O 01 CD O m OAi V -4 OAD ccoo coA to al O al O al O al \ m \ 0 \ co \ m n \ I I Ca r \ \ N 00 G) \ °z m ci \ \ G) m m \ 00 m m \ m „ O "' \\ \\ m rn O� z O co `mm 1 0O I II = 540 � m 1 A A A A A 00 A co A co (OJI O (VJI O fil Ch TIMMONS O O 0 1 �C/)z Fez 1 \ i I 1 I l 1\ + . e _( i II S I 1 1 41- --JI Z CA �Im D Ib0 \ \ -- - IV - / 41 I \ I t I p- \ 1 yal( I / \ a1 2 r / /\ , /r— \I / r , An � / ' /' / Al _ , I I 1 \ � — � m, Cn 47. /IT! d0 I I r \ , r x / opl 1If z/ / e o a - \ 1 I k 0000 CP_S�iA\dWf LLANE / \ IT -dvn LA Ilk /V I / I I1 J r71CJ I 1 / / - I I ( Cn / 06A o T \ / I I 41 492 r —�_— -- —— --49 F1/L • .0000 THIS DRAWING PREPARED AT THE RO P• • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE �O • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 10 m\ a � o C � N p }VC,C 10J DATE REVISION DESCRIPTION 11 f ��0 MNo�o 2 z 2 NJ > N � m S m ° n o zNJ n 0 F9 �II�II nrnV y 00rnO z V zz o SOUTHWOOD PHASE 1 - BLOCKS 9 COUNTY OF ALBEMARLE, VA 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- o:auswrua ournw000 OIOOKSe-i-iwwww,ane11Uuwo.u-oiuni uroiHivvr_rrcvriLra.uwg 1 rioaeo on aizsmuea _iu:_ior+m 1 oymaa uennam Cn O c o + 00 Cn Do Z+ cn ^ o m <O + IT 0 00 1l mm m J t CD o = o O N �CD Cm J N N W + 0 0 m A A A A A A C7, tT m O CWJI O CT O CJI O 444.1 mm IT -qx -i 445.7 m ° O O r v 1 rn 0 0 m 0 447.6 m 447.6 IT/ —I m z j IT IT 0 / / w / 447.8 m c� x I m A A A A A A A O U, O C�7r O TIMMONS Vl n m V O ODrn 00 zz 03 tJ z (r J Cn f i I e� A MM Ai S' 110 110 IMF E �16 r .4 Psi �_ i oa• , r .r NAP 10 �IOR4 ILIi1Cl11� 7 rr�i - �' / t ►51 I�lyhllll■ �I 1 1 � ��►��i� �i c �V >♦ ,w4 TAR it 1 t /% i frr 1 I apt �p6 •��1:� .��yt pm�7 MIMI r;N% �i�Gy fort= �ay� - ��l — \\\I►L V4,��s�!'" FAA JAVA PAW • . •• THIS DRAWING PREPARED AT THE RO 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 SOUTHWOOD PHASE 1 BLOCKS 9, 10 f & 11 m � ,n � ^ m L m o o DATE REVISION DESCRIPTION DESCRIPTION � � � N COUNTY OF ALBEMARLE, VA SIGHT DISTANCE PROFILES N O m S o m 0 < 2 n A o z 0 < 2 a A to F\ { D o� N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- o:a uswr uso-aoumw000 010GKSe-1-i wwwwI0nee1IUuw0.u-oiun i uro i Hivvr_ rrcvr iLra.uwg 1 rioaeo on aizsmuea _i u:_i o r+m 1 oy maa uennam W �o 0 r m cn D r mo A A A A A Lh 0) O O O 458.9 2 m / o`o m 0 = 460.8 G) v O O — w -n m 00 co M I 00 (J 0 I � 463.3 CI) \ G7 \ 0 `m m_ 466.6 n L7 m \ n0 `) O in m 1+ A A A A O Ur O C71 O TIMMONS m n m V O ODrn 03 tJ (p zz z / I \\ I \ 11 IIII//'I'll r If ,/^ \ o / \ N ;0 \ \ ! dd,- , / `\ _ � :~t 1 ffll r // //I w\\ 11 ' I I l• \ ! - 1 l/ ! Q ! I, I /j I I , \PQ 1 \ \ If / ' If 465 IIII / � / /' • _ I 1 , / / \ If \\ I I 1 // ///// I 1 I 1 \ , •/ If �If CA ie Im CD p rn� � / r'G2 -- I / / s ® ' IIFLdRAWE�A�DRIYE � O 02 mD `m I 1 II / • / ;o — / 4 I I 1 1 \ _ / ! , ' — i 465 \ 466� — ca ZO\ m1Cg\\ 1 IImD- 1 \ 1 b0 \ 4 \ Z / 47 1 \ s 1 ..... .. ......... .... 47 ` / ---- 2 \ / / \47 y. W / , 0 \ 4— / \ \ I RE WAL ROI I 481 \ II °o / °0000 o — o / • \ \ c \ o° o \ ° °O oc000°° LAN SWALLOWT OVdT L LANE • . •• 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 SOUTHWOOD PHASE 1 BLOCKS 9, 10 f & 11 m � rn � ^ m Ln m o o DATE REVISION DESCRIPTION ti � � � N COUNTY OF ALBEMARLE, VA SIGHT DISTANCE PROFILES N o m\ � S o m < 2 n A o z 2 a to 0 z { D o N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- o:ausw,ua ournw000 OIOOKSe-i-I 1Urvww10ne11Uuwo.u-oiuni uroiHivvr_rrcvriLra.uwg 1rioaeo on e,zamuea _iu:-Ioruvm 1 oymaa uennam m O r- m rn mo Ir Ch cn o m 01 0 0 0 0 0 D- zcn + 0 0 m T+ O0 0 m I (, m mN C o o ON D+ cn 0 0 W + 0 0 W OA7 V V OAC o Cn o Cn o 467.4 �\ W� IT � , Z II O Om 470.7 w m IT II P 472.2 472.8 II 473.8 m(n IT 0 W oC/) w TI V 4 p O Cn O 0 0 A co A 00 Cn A O gal 14 Ism • � ,CIF ,I,�..� RW rigMEN \NJ —19 011 N. i �) .�ua.•ilAt ilO�r I '�Zl�\I iI ■�IIIIIII�II�\ ..i111rr I 1 �� 'il■I]If� `faisr �I I III I 7�■arm thill�� I I+ri�i�P � � 1fu'!■AFA big ��_�:��_ +.tea.—� � ��:t_ +s�r—�,�;►_\� ��\ �f i��r-�� /rI'�` ��► !� �!'� � ® �,� �. goo •�Q,� �. 1 �I I� ' � I TIMMONS GROUP .•-':'•. THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 , Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com SOUTHWOOD PHASE 1 _ BLOCKS 9 10 & 11 ti n = m o DATE REVISION DESCRIPTION 3 0 3 C7 m V 'b o 0 �° 03 Z o COUNTY OF ALBEMARLE, VA N r- o mm = m = z ^\ °1 SIGHT DISTANCE PROFILES n A A ` o o ti 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- o:auswrua ournw000 OIOOKSe-i-i 1Jwww10ne11Uuwo.u-oiuni uroiAivvr_rrcvriLno.uwg 1 rioaeo on aizsmuea _iu:_ior+m 1 oymar uennam 6 S m rn OA7 V V W m O C)1 O CT O Cn 469.5 x \ m co rn m = \ 2 0 0 o O O \ o n -n 472.4 \ m °m m Z u G) \ w \ 474.7 477.5 G) -U OO°mo \ 479.5 IT IT coo m `mom nO fA m ()1 0 V V W 0) 00 O T O Cn O Cn TIMMONS Vl n m V O OD � tJ Q7 ►a zz o A O A O N 1 CD 1 o-1 1 - , \ '•y-•• ' / // J I I 1. \ I I I 000, I \ 1 \ C \ �Z- Dv eZ\ i CA _ /III 9 ' A6S Ii r FLdRAIAE—MD&IVE — Dp' cnl`coA l I 11/ 1 I I l / • -- \- y \ I II I / . m 466- \466 I \ I llm D \ \ \ \ 1 � - \ I I I11 1 AIT1IbZ\\\ , ,4ip' -- -, \ \ \ \ m' Cn \ \ r - ` m \ \ \ J / ' I— o RE WAL ROAV \ M — \ IN I / 461 \ 1 \ \ Ll ` 4 4 \ \ \ 00, \ QZV o 00000° / o° \ — 4 N \ 1mm N. C , \ N C .T1 \ \ \ 1 Pi I m S�lI \b1NT LLANE // \ \ SWALLOWT L4NE 00 O 487 / \ 488 _ � 1 _ 1 / ( \ r , A9 IN N , 1 \ , • .0000 THIS DRAWING PREPARED AT THE RO 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 SOUTHWOOD PHASE 1 Vl BLOCKS 9, 10� 11 O ^ m , m o o DATE REVISION DESCRIPTION ti m In N COUNTY OF ALBEMARLE, VA SIGHT DISTANCE PROFILES N CJ > m S o m 2 n o z 2 a 0 F\ D 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- o:auswruao-oournwoo° OIOOKSV-i-i wwmwrone 11Uuwo.u-oiun i uio iHivvr_ rrcvriLw.°wg 1 rioaeo on aizsmuez _i -i:au mm I oy maa uennaru IT rn < n� r.r jr as vo O m r IT cn D r IT CD m ro to O O 0 0 0 A + 0 A O N O N N W W A CT O CT O CT O I I 1 m � 1 2 \\ O m IT m Z n � 1 1 1 1 1 I 1 I 11 � 1 1 O-0 o0 1 m 0 I 1 1 r IT G) 2 1 O T 1 rl W N N W I W A cJ O fr O O A LT A rn � o 70 \\ o _ VAVA o \ A�o. . \ \ \\ III II III I I A te- l I In 0 -//I o 0 / \r\1I1l111/1111II11/41111 1I1I/II/I1�/!/III/l//I/ IIlI/lIi�II/I/II/I�I/iIIIII%/ /II� II%4Iq/Il�I/l'Iil/J''1/l1 'jo o o / oo/ o At ° /i / o \ /�r y/ rifv WN Qr / \ rJZ 1 L /o ° , I a / ° \ t °��+� ,WC ° o / -NI \\� 1 \ 0 ° °1 y^�1jo • I . \ � < L I + \ \ > ` � ' ° / o /II >` \ \ o, I \ \ t _ j i o \I ` o \\ �111��I�III111j'�11\\�\�\\ o I o 1, 11IIII,1\I\\\\\\ \�\\\\\\\�\�x-\�\x I , ° \/IIIIIIIIIIII`\\\\\\\\\\\\\\\\\\\ 1/0I I o. / , ° 11 III II\I\ ° I 1 o\� ! ° I I1\\ \ \ \ \ \\\\ 0 0 1 IIII I \\ \\\\\\ \\ \ \ \ \\\ \ r \ \ of J \I, I� o \ \ 0 \ JI , o / o ,/\\ I 1 \ \ \ \ \ \ \\\\\\ \\\ \ \ \\\\ o/ , ° \\\\\\\\\\\\\\\\\\\\\\\\\\\ °cl O I \\\ I I \ P\\1 \ l° Jd , ° \ • I •\ \� \ \'V I \\\ 1 1 \/ \..Fps o O I \ \ \\\\ \\\\\\ \ \ \\ e \ `\ \ \\\ \\\\\\\\\\ I \ \ \\\ I I \ \ \ °Os ° o dt l0 \ °\ o ° u\ 0 0 \, 0 0 p o ° o ° 00 o \ \ \\ 1 1 \ I I I I � ° , i °°.' \IZ \ \ \\ / \ \\ \If \.0jr\ /\ I IIII Ire 0 \ 1 1 \ / I I J"` ( - \ I \ -, l r„l `` '\ r/\\/I/ / Imo'\IJ,IIII� ,* 0\� '' 1 ram/ /\ 0 1 i 06 / 1 ` \II IIIII 0 "It \\ \\ O`, \\\ / 7 o\- \ \ 0Ln / / o o I / � ( 1c 7 i%/ - /r / I I I / I It 1 J o� of 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 F a \o o \ o z 0 SOUTHWOOD PHASE 1 BLOCKS 9 10 & 11 ti n = m 0 DATE REVISION DESCRIPTION _ 3 0 3 f1 C7 m V m = � n rr) C) � \ , r-Oo=m 3 Z =`` {SIGHT DISTANCE PROFILES o o N These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 13I \ \ O-------- GENERAL NOTES \ \ - HA HE 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 \ \ — — — — RC- . i 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 LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER 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 • 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 r ' 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 INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND INTERFERE WITH SIGHT DISTANCES. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND 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. 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 - - - TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. WHICH AFFECTS THE GUARANTEE. COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT `vvvv �1 v v A --- • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE AND CONTRACT SPECIFICATIONS. CERTIFICATE OF OCCUPANCY.\\ \ - • �vw�AVA1 v// ///ill IIII A 'r \ 111111V1 )4\[V �\�� - -to/L'/A1��_� SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. \ \ \ 1 I I \ / / / 4 AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. vv vvvI IIII II I III III II \II11111 I11IIII I/�l//// r \I / / no, e r L� / / I Y \ `i.- /r /l/%/l/l//%� /// /�\a\1\II / / l 1 /l/ lI l�� 1\) J� I/ f/(/(�\IllllI I!/II/III11\I��,IIIII\\\\`_-//��' ' I \ \I - - I III /I I \\ ___'v-=�_-/� /i��/-f��11\III IIII\/v(�) h � cs\ � / // / / -I ' \<\I / _-- _ v_ -•J � � - _____ __ ___ � �'- - __ �_'____ _- - __ ---__ _ _ - > II _ / � � 1�_ (l �\ i A r, - - i �.�+- � - r I l I / i r - _�___ 7 v r � v� ° ___ _ - / J it l ' ( />/ -�_'.-- / T TOWARDS TREE CANOPY CALC. — =T I [ 1 0 a f I I / / / O L D L Y N C H B U R G ROAD >> \\�\'\�\��fi''/ i/ �l/I \ ` ' \ r # , vim-\ \ / \ 1 J I I o / / \` \ / / / ( L------------------ -- -- �----- /--------------\-`1 / 1 - - �J) \ ria�/r _ - r - \ \ -- ----/---------- -----------><-----I ---- 1---- r------ _ Q----�->r -. ��lit >�i > s�ln1 ( i ii"•^/ �'� r�s�s ��AM i>��/��s sJ s.�-s ��ii�� aa �� s� �� si��aia ��,��f�s� ��. sue- - ': � �»___ i r�/i �� i J ( ! r 1. I T I aa,, II'_-____ IIII lI// � �° I P I � ) - � \ � �T 1 /�. -• .v, \ � � � JI / I ,� I \ \ ._ / /.. \ � O`er I \ J ( \ \ \ }_ - - - __F�____L__ - o // II l l /r ', - LAY I\ c \ \ � I,I \ \'\ \\\1P jlllllllll II//I ///iir _j�� °/ `\ /i rROUND- ALLREC, SEESHT.L2.I,WITHAMULCH - -- -\ -- v v v v 1 1411 u/ " //, / i// ,� , %� vv �Q o / v - , - 'T -- _ �- - - a, _ r » / �� — BASE, OR AN APPROVED EQUIVALENT v SCOTT W. WILEY No. 1629 M E 0 rn o N � N C > E a E w Lu Q LL o 3 p LL w O n 0 W m L M d_j Vo; Z -n O o > (A o ry W N (L W 3o x U)i i a LL W � �� ur)oa i v ry Z O Fva� c U) °uj M of a � 00 � H I. DATE ....•.o❖:❖:ooh�.0000000..• •appp....._... � 0 • -,Ss-��s••••••r•••••••••••••s••••••• �•♦ o',,..: r, ♦.� �� 01��_r1 ....os �� bow" .�1r'. ... :�::-.��A�� •rA� �(iior-.'....,�'�� . � �r •o o _o. ll�� iw � •:::..�•�•n�••nniii'Oei0i•i°ais'Oi°e°i'i10•iiiii'OOie'4i' 7 ��s�� .��a.o_. Iri.�� - 0912012022 DRAWN BY • <;i��J.�•�•�a�.�.4�.�.�•4a��s�.q•�•�.�.��.�•�•�•,'�.�•�.�J.�•�❖i0e.i Ili ��LYJL�O��'�n-,:a��11.�i1��i ��. � r 0... ��••••••••••••••nn••••n••••en n••<•• s ��w_�/�R�I/I/v_�I�Pi7�_ �IiYAI/J�� .••i!iM!%%Jii!'i ie!iii•ioii'ii!°`�!eiii i•iiii iio ► aV//Lr//r�� - //fwA��/ - . � Y 1' •!/ _ _ ....,•,:.,❖.000• .••:400❖.❖.•..0. � I/9 ► \' - \� , i ►. O /'r � O �\ll i G`• • ii _ •.. ♦••.•..V Ili ♦c I Oi00n�i S►� vr` a ii►��l�r��n� DESIGNED BY • — — —willS. WILEY ��• CHECKED BY •• w� • 1!� �I■' ��■al� IIII �� i i �� SCALE • u / rr mo ��• �` / III • I • • I I , �• I .I 1 � :•o•• n^ �� ` IIII �� II • � ' - 'i . IIII 0 � • � /i � III II � ,�� y ✓ � � ��a�� wears � - � a\ � --- �� '- t�®/ offiIm �I PR�OSED yr i r o v U _ EE LINE -_.J— — uj -o — A L /�� A L — J I J I J 26° 1 / d v - �>✓�i�f s sss �ss�>�>� s��>.r,� >�[il�sr� >1r1�sTrryf l�si �Yrs�s/ >��s-s s>�s �s sls ��> lslt — sssss �� s> �� \__7 I,. ` �� — - — _ Q /�(/�, `\ \ \ /, —n — —\`` i x\\ r I/� / -� �l _I/ IJ\✓ \\ /Is-1 1 I vl--I�\ \ \�l ��ESHI, —il `\I f —I TREEPROPOSED IN6cr/SJ \ (\/� \ _ _ y�,� � Iv�,� `� �/�;)+` � CI _/I1 / �� ITi� v 1 `r __� � � � J �� G v .' �`)I \ I �� l l i 1 IL �I \ I ^/ ) �' / \ \ \ l \ /\_ - z /L l // - / _ / ) v C ° `� / 4-� c v / - _ < C ,� (q- - - - _ 1A- h _ / J A / / /'a r/ ��__ f'_ ' LU o C\/❑ Q r U 1 I'-� �- / -- � l ♦: \ \ /') \) ! < i I -! 1 �Y�/ �'1 V Lu `- / _ / - _ _ - /T U�% �IiIGP-I- \I - /� - J °X - �I v I V �' s�,, /� L i / ,L L - 11 / c� v - v _ �/ -� ; - I- / - _ W 1 I \M \ a t ti'� c _ ' / - _ ' / A�/� F�� —UGP �UGP '� IL v / ` - \ /�`., L O - l UGP 1- UG•7 /\ _ \� - _/-��\-.� f'r I� v - r l- /- -- h - VA-�40R - > >(I A 1 �iV 1 �A / > / v ( ®saq/'� r \. r \ Vv - l \ -v - �P-� / - - /,_ - v ` , v 1 �,%' v �'r r G / ✓ A ',"� _ v - - V A v 1= - �yG _ -,�� v I �I )tT��V �\��,�� < �� )t- \ C AMPLE /�. c / �� v A C v ��, o� rv� r n r �z I I J _7 rA✓'sTGGT� v'_vGG�, -� �) m/ r v A\ v �� AUG UGP 11 // \y . _� _ / �, r rhvvvC� / v ` r'�- v �� ) �� NOTE: / �\ / / 4 C / /l _ -\ / - `Z p, \\ \ \ \ ❑ \ Gr LANDSCAPING PLANTS AND TREES ADJACENT TO AND WITHIN THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA R / �� BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO g3 JOB N0. �' / \ a/ 7' I "V/ PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. PO /�1 / l °L °T / /1 1 / _� \� _ l�\y G \ 47036 Lr / \\, - - \\ - - _ / I \ LANDSCAPE DESIGN FOR OPEN SPACES/AMENITY SPACES WILL BE SCALE 1"=50' // PROVIDED BY WATERSTREET STUDIO. _ SHEET NO. / i I / - \�\\I I \co -THE PLAYGROUND SHALL BE THE ALLREC SYNERGY SY-3013 WITH A /' / �I J %�- // �/ vv �„ ✓ - _ \l - / o T I , G"� ° % / I _ -�= ` ' \ /c _ , \\ \ 1 1 / / / ' - �\ P\\I f / - ' - _ - MULCH BASE, OR AN APPROVED EQUIVALENT. 0 50' 100, L l.0 JI \\\I u a i L IIII IIII III I �11I1//l ,/„ _- -- II I IIIIII III II II I��IIiIIIII IIII�I U� '/ % / I 1I / I 1 I��IIII�Ij lj�llll Illl if /IIIf�I/ll�l��'/��i�'// Illy III if if IIII //Il//1/11 if I�1111� II I IIIlIOfif 'II��III� I�II�Illll�lllllll ll/�l/ll� /l�/l/ �/ � /'i /ll)llll )1114 /il�Ull� l/ /ill�lil�llll�il l�ll/l l/n //I 1� 111 �//If )/lIl III IIIII�1111�11j1 III r )/ � I/I��I II �1111�1111�IIII�IIII�III /�/ '/ I� I I I I � 111 IIIIII II II III II II(I ' ' ' / / I I I I 111 I I 11�1111 �1111 111 / EXISTING TREE KEY TREE SAVE AREA 4,906 SF - EXISTING TREE LINE TO REMAIN Uv AS TRAIL BUFFER AND COUNT ■ 30' TRAIL BUFF€ \ _ - TOWARDS TREE CANOPY CALC. ■ �- W)60 BUFT'ER v r' - _ ) T01 OHP- oHp- O ILE AME � — II G OHFV�— —OHP i --Y (4)BET CIM /\ \ -- / I m// �G (3) AME GRA' - - / / I A / ' fir, 00 � � -- " - / ---------_ _ -- (3) JUN EAS' (6)ILE AME _ �° o I f 0 0 �° - / / v o 0 APPROXIMATE EXISTING TREE CANOPY LINE TO REMAIN FOR TRAIL BUFFER EP - 4 0 ■ AGALE/` • v 6 /v U 4) ITE SPR0 Arm /' / ■ -� 0 o 1 ✓ / / — / e _ / / — �� o / o� _/ , / �� i / -- ■ � -o 2 COR P � o I i I � ' CEO ♦ O ---- - - - 8TH-20' ---=— — 0 - �/l �----- _ -- ---- ■ °o 01 `/ �I1 / A �� GQ�OVvcn -- ' ' ■ / ! 30(MIN.) i \ h�� , - ■ M 0 9�- _ 0 / / / ��// TRAIL BUFFER / / \ o°°°°°°, i / / - ■ e° , / / ■ - / //'' /'/'/ / /// I Ilt i Iv vI 0S l/�%// / VDOTS�HT / / �/�� ♦ o ��i _ � l � � Ar ° /'//DISLAN o EAMN0 LTa ■ ° ° ° / / Q�/. -,�� ' � / / / � ,p��c[�y��y."� � i, A� - �. � A��.. .. l I�" ■ poi / a- 22 JUN o�l- /- / oo ( ) v- -_ -_' _` -_ -'/ ' /f /r / l/ I / lI III l I II II I IIII IIIIII II �I1I I� I 1AIAAvI1VIvIv1A I vV\�vII� vIr\IIIIIvIII1IIv IIII IIII I1 IIIIIvIIvIIIIv IIIvIIVVIIAvIIAIVIVIAI\ A\\ �' II`IIerI\II vve\A�VA\Q•��/\ cvC=o/r--.o'/,//o�/�A; J� A v_ _-, ro - _-v \'��/�� < o °o (i41) P-RU AUT oo PAR / A LOTI 1 / S /I — - SANoII o SANI AN 2 ACE aGL- o o- vv■■ - vavA v vdP� /�' / b ti'� -� ;_---'/ „w v 1 $„W o rn ♦ / vv / / v /v /I /�- ��°��1/\bvI1/�I f�A1/-�1/v��11l \�//11111\11 1iI1)\/�1vI1A"1I1\VvIjV1I1A)1\VV1AAA VI A�vAIv 1 \I vvV �I Iel ilo o ° ' -v • - _-- _ 7O2 ♦OtOC�� ♦� � ' \r PARKING LOT 1lo� 01 I (2)PRU ALIT °AV� I1 APPROXIMATE IO NE TO REMAIN FOR TRAIL BUFF / ❑o `A lz� \ \\ ��■■ r' o - - ��II 1, /-I r� ,/ I/ / ,� � o / � 'C p4` / t -- - ■ lllldly �r 11 /0�r �00 �i v // , / �C _-- �� ■ /ll//ll /ll 111 111 III l,\_ -- -- ° \ \ �' / • I 1�111111//lll�//ll /�l/l/I II �'\.-.o /o �lll I/l1II11j IIII�1Ill/l(�I11 o q 1 I I�I // III /III �IIllII �III1 �1� I/ s / I l l l I l 1 1 1 1 l l I I 11 ° v o l QO (� '" -� I �� / \ V �� / // ♦ __ ■ I � I lI I I IIIIII �1 I R- v � � a/ v / , , r 1 v/ � v'L - - _ F - ■_ _ �� . � � / ��A � � � 11� 1 � / A IIII IIII IIIIII/I'l �lll III1��1 \\ �V/I v/,. d� �� /' ' _/ C1�`�1 ; 1 ` / A� `.. .- - �V / � ■ �I I II I III �I 1I / & \ \ X ' / / / \\ / , ♦ , / --- �� - ��I m I I 1 o / / ILE AME III I I III Ion' / p_ / /� (3)BE v <; / �' O� O I I I I I I I I I I I I' v // 15 IL I I I I II J�I�I I II � to I // or v � _ i I.,_ s � �1►' I I I I O T CIM / \ - -_ C) _ o — _ 5TH-22' - �1111�111 �I�II�IIIj�I/dl IIq 1 ��_I/-,✓ �'' / (3)CRAHAW ' _ — IIIII III IIII I II 1/I Ildl�l �llil� II IIIIIIIII�IIIil'o" �� ' Jv, /v' �- I 5 - _ j�' // ■ IIIWWIII111 III lid l �l'F l / / ,� )i /�) _ / - - - - - _ / ■ /l /lIl/lldi °p / v �� HAW b ' ' / v • / 2 MAG ALE � /' -/ / / � �� I 1 r l -- � � " � ( ) 2 QUE PHE / v/ • - / / ' /o / of Ao U_ 0- S\I' / TIN ET THE _ / v G STREET ES- /1� �i % / v — ■ l - / o O / / / _ °---,/ / / �/ / - 016 > 0 / �' /I / / / '� ■ D o I I� �v _ A `v 5 TH - 22' / / - / v t L A _\ 0 %of ,i r Q ° / ' -' r / / //' ' / / / ' / _ _ - �- o SCALE/"=20' 0 20' 40' PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM 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 X SOULANGEANA'ALEXANDRINA' PRU AUT PRUNUS SUBHIRTELLA'AUTUMNALIS' SHRUBS BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS CLE CAL CLETHRA ALNIFOLIA'CALEB' TM FOT GAR FOTHERGILLA GARDENII ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA-SPRICH' TM GRCI WD COVERS BOTANICAL NAME HY0 CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' SCOTT W. WILEY No. 1629 M E 0 o N � N C > E v E w Lu Q LL o 3 p 1L w 0 O W m L M d_j U00 Z - n O Ul R C7 W ry vM 30 �x VO) a LL W p p< �� i c ry Z O Fv> c H ry > M uj of a � 00 I v DATE 0912012022 0 } DRAWN BY M. RACHNER • DESIGNED BY • M. RACHNER • CHECKED BY • S. WILEY SCALE 1"=20' •� rl i U O 0 � Z QQ z a a Lu > w w a J Q a U L7 - OwCn -0 J a LL W 0 Q ` J W o W Q 0 O O 2 OA V / JOB NO. 47036 SHEET NO. L1.1 a 2 L _ - NOTE:v / -TREES PLANTED OVER THE WATER RETENTION SYSTEM WILL NOT HAVE `v D D 0 p p REMAIN AS TRAIL BUFFER D. TAP ROOTS AND WILL HAVE ADEQUATE SOIL DEPTH WHERE PLANTED. � / / --------- � _ _ AND COUNT TREE CANOPY CALC. APPROXIMATE EXISTING TREE CANOPY � / OLD LYNCH BURG ROAD Z z - _ /> - - _ o _ - LINE TO REMAIN FOR TRAIL BUFFER / m m \_ _ \ O PRU ALIT 2 - - PLAYGROUND -ALLREC, SEE SHT. L2.1, \ (1) ACE OGL- - - - - - - - WITH A MULCH BASE, OR AN APPROVED EQUIVALENT 63 -A- ------ ` (3)ILE AME 2,112SF - - - - - - - - \��_ ---------- Np0 v \ �TPI (20)JUN EAS .� - -I _ SCALE 1"-20' ■ (12) PRU ALIT - - '- - _ - (12) ILE AME- _ , '_ \ - (59) HYP CAL- . - - - - (12) NYS WIL ----_ (13) AME GRA _ _ - - _ _ - - - - - - -- - - - ' _ _ OHF _ - - - - — LOHr "— --- _ 1 0 20' ILE � (0 LE GLA OHT __ 40' • OHP_ \ oHP- - - = ` r., - - 'Ho - - --- n-" - - OHP- -- - - " - _ _ - - ," - - - - _ ,.- - '-'- - - - - - -WIN - - - - OH -(6) - - - -- - - _ _ - -- -- T -- - �_� - - - - -- -- ----OHT-- • r 30' TRAIL BUFFER _ - - - _ - - -_ nHT • • - J _-__ __-__ — _ _ • __ TP■—= v T SCOTT W. WILEY No. 1629 M E 0 � o N N � C > E v E W �vv3 -- _ °o do - -- A - Q W V 00 Z 450 - - - - I 000 u000uoo °oe0o v °000 ■ J 1 ° ° o 0 (4) MAG ALE -- - - • ^ - (13) FOT GAR ' _ _ -- - -- --- - - AO•am - \ ■ o m ry a f __ --(8) ITE SPR - ■ -- - z I—; --(2) CER CAN --- r� _ (6) CDR PRI / ■ ■ 3 O x U) -r • (15) FOT GAR - - / _ _ PARKING LOT 3 ■ 0 :.•: " (15) ITE SPR � _ "5 '/ (3) MAG ALE // / / ■ Ln x ry z O (3) CER CAN E SPR - OCC _ (1 ) IT - O , / 5 P cm U) 1 ■ 6,779 SF OF / / (19) CLE CAL / (2) CER CAN ■ ^ uu ■ • 15 FOT GAR vof f RECREATIONAL O E FLORA VIEW DRIVE ■ (4) CRA HAW (1) ACE OGL i ■ o AMENITY SPACE ' / 1 PRU ALIT -- - ' � �. . CAN W / W � W ( ) � ., (3 CER / {,1 (38) LIR BIG � O � / �/ ■ � � ■ \ ■ � TURF ■ ".' / PLAYGROUND �' - _ Ji � • / TURF (7) LIQ CHE 0 I ' ■ ■ r'" `TURF � 1 I r I I ' ■ � ■ �� • - A / / / / / I / �� ' W I I r • i I ...- 0 w_ / ■ W / / / ■ O ■� v / I ■ a DATE OPEN ■ _ ■ • - v / / II / I i I ■ /' ■ U7 • _ I (2) AME GRA PARKING LOT 2 - - , _ - - - - I A �A : 09/20/2022 �/ � SPACE I ■ O ' / - 8 TH - 20' _� _ 4,434 > / fm�Tl i " ■ DRAWN BY _ SF _ ■ ■ On ■ m - , / _ - I 6 TH - 20' D / 6 TH - 20' ■ M. RACHNER -■ Om m - ,5TH-22' / - - / / A I r - ■ DESIGNED BY 8 ■�7 > 1 Z� ■ N� z_ a / � Iv / II I m •��M. RACHNER ■ CHECKED BY QUE PHE ' ■ ` - 2 CER CAN P9 (6) PLA BLO 1 D ■ O - / ^ ■ PARKING LOT 2 1 BET CIM S> I _ ■ S. WILEY O � TURF / \ ■ • _� � - �� -_ - � v � �� v v^ � I � / � � ' � � � � � SCALE I � - 1 _� � _ I I I � I � � r ■ � ■ ■- / �8 --_ I )cn I z � D ■ W_ _ _ + + z I m ■ \ / I 00 v� v sa, `(1) BET CIM TURF ■ ■ r � II (1) ACE OGL SqN 1 OO O ■ 11L a W 0lo _ TURF � \ \ / ■ (2) QUE PHE SAN O m P ■ T v (18 CLE CAL - - - Z O SAN '- - - v O ■ ■ - 8°W \ SWEETBAY STREET - - • � -, O 3 MAG ALE v 2 ACE OGL v-S•-v v v � z m ) K v 4 CRA HAW � ��v 1 � � ■ � ,. � �) SSA (� � �� I I � S � ■ � ■ - _-- _ - v i--- v 8b( ) ` - 7 TH - 22' v v 89 LIR BIG - �� ■ 90 LIR BIG O A 2 QUE PHE \ \ ` \ N ■ G I- O I ■ J (2) PRU ALIT / \ � 8" O \ \ / I � m m w • - 1 PRU ALIT c� cn' (3 PRI ) OR O -- -- - - - / -- - - -� v / _ _ W -- --z■ ■ •, ■ C � M �I e v v o v ° ■ l l \/ \ �- . • - - \\\ \\\\ \\ /' 1/ I` I I °O°O\ I\ ZIP I l ■ 000-6. Lu - ■ ■ _ \ > <) N , I , - \ \ \ - 6 TH - 22' I - -- - - - I ---- ---- \ ■ aED U)LME N\:7TH-22' (6)EWI ■ _ \ _ ° I 0 o 0 0 0 , ■ ■ ■ � 1 ■ � 7 ■ EXISTING STREET TREES • SHRUBS BOTANICAL NAME AME CAN AMELANCHIER CANADENSIS CLE CAL CLETHRA ALNIFOLIA'CALEB' TM FOT GAR FOTHERGILLA GARDENII ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA `SPRICH' TM GROUND COVERS BOTANICAL NAME HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE / v v v \ice-� I - \ _ I■ -- - - - - � / L - I v' �� EXISTING TREE KEY _v v _, -- - _ _--- --------- --- - -� JOB NO. _ 47036 TREE SAVE AREA 4 906 SF NOTE: -THE PLAYGROUND SHALL BE THE ALLREC SYNERGY SY-3013 WITH A - - - I ■- SHEET NO. _ ■ �. - MULCH BASE, OR AN APPROVED EQUIVALENT. x ' - , . - v z � -� / I m - L1 2 PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA `CULLY IMPROVED' TM 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'ALEXANDRINA' PRU AUT PRUNUS SUBHIRTELLA'AUTUMNALIS' 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 Y3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE 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 Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT \ . ,=o 99 y 1f7-W a• • I - - • • • �• \!11lllltrll�lihtilh��tl,��,1®(I , , - • , - , , . • ..ever::• • 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 11 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2.5" CAL. B&B 425SF 4,675SF BET CIM 9 BETULA NIGRA'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 2" CAL., 10' HT. B&B 431SF 3,879SF 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 2.5" CAL. B&B 1308SF 19,620SF PLA BLO Ill I PLATANUS X ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 2" CAL. JB&B 1395SF 4,345SF QUE PHE 18 1 QUERCUS PHELLOS I WILLOW OAK 2.5" CAL. JB&B 1395SF 3,160SF =39,073SF 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 2,470SF CER CAN 12 CERCIS CANADENSIS EASTERN REDBUD 6'-7' HT. B&B 124SF 1,488SF COR PRI 11 CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD 7'-8' HT. B&B 124SF 1,364SF CRA HAW 14 CRATAEGUS CRUS-GALLI 'CRUZAM' TM CRUSADER COCKSPUR HAWTHORN 6'-7' HT. B&B 184SF 2,576SF MAG ALE 14 MAGNOLIA X SOULANGEANA'ALEXANDRINN SAUCER MAGNOLIA 6'-7' HT. B&B 145SF 2,030SF PRU AUT 24 1 PRUNUS SUBHIRTELLA'AUTUMNALIS' AUTUMN FLOWERING CHERRY 6'-7' HT. B&B 77SF 1,848SF =11,776SF SHRUBS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT AME CAN 20 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY 18"-24" HT./SPRD. B&B CLE CAL 37 CLETHRA ALNIFOLIA'CALEB' TM VANILLA SPICE SUMMERSWEET 12" HT. 1 GAL. FOT GAR 43 FOTHERGILLA GARDENII DWARF FOTHERGILLA 12" HT. 1 GAL. ILE GLA 10 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 12 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. ICONTAINER ITE SPR 52 1 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY SWEETSPIRE 24" HT./SPRD. 1CONTAINER 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 423 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. Equipment 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. S. Soil Erosion and Stormwater Detention Devices: 0 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. 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. it. 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. CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 =54,473SF 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 4,362 SF 4,362 x .05 = 218.1 SF 219 SF 1,285 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 1LARGE SHADE 2LARGE SHADE 2LARGE SHADE PARKING LOT 1 TREES PER 10 12 PARKING SPACES 12110 = 1.2 PARKING SPACES TREES TREES ILARGE SHADE PARKING LOT 2 TREES PER 10 7 PARKING SPACES 7/10 = .7 1LARGE SHADE 1LARGESHADE TREES TREES PARKING SPACES 1 LARGE SHADE 1 LARGE SHADE 1 LARGE SHADE PARKING LOT 3 TREES PER 10 4 PARKING SPACES 4/10 = .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 54,473 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) = 60,606 SF PEDESTRIAN CONNECTION LANDSCAPE REQUIREMENTS *per Southwood COD. PEDESTRIAN REQUIREMENT LENGTH CALCULATIONS REQUIRED PROVIDED CONNECTION PEDESTRIAN AND 4 FLOWERING TREES AND 4 40OLF 11 FLOWERING 11 FLOWERING 264LF (264/100) ` 4 = 10.6 TREES AND 11 TREES AND 34 CONNECTION # 1 MEDIUM SHRUBS PER MEDIUM SHRUBS MEDIUM SHRUBS PEDESTRIAN 4 FLOWERING TREES AND 4 10 FLOWERING 10 FLOWERING 234LF (234/100) * 4 = 9.4 TREES AND 10 TREES AND 13 CONNECTION # 2 MEDIUM SHRUBS PER 10OLF MEDIUM SHRUBS MEDIUM SHRUBS PEDESTRIAN AND 4 FLOWERING TREES AND 4 40OLF 13 FLOWERING 13 FLOWERING 312LF (312/100) ' 4 = 12.5 TREES AND 13 TREES AND 37 CONNECTION # 3 MEDIUM SHRUBS PER MEDIUM SHRUBS MEDIUM SHRUBS PEDESTRIAN 4 FLOWERING TREES AND 4 12 FLOWERING 12 FLOWERING 29OLF (290/100) ' 4 = 11.6 TREES AND 12 TREES AND 12 CONNECTION # 4 MEDIUM SHRUBS PER 10OLF MEDIUM SHRUBS MEDIUM SHRUBS SCOTT W. WILEY No. 1629 M E 0 o N � N ¢ o > E w ai E <wv3 ¢ LL O 3 p LL — w0 `mom J U 0000 W J —N a (Attl ry 0 W a) � 3:0'X LL pR =v (n _ N =v>� F ¢ . c U' Y rn N 2 M a� W J o w � H no O cc t7 Z O a_ U U to W 0 Z O U) > w Of 14 DATE 0912012022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY S. WILEY SCALE N/A 1--I U) U 0 J J o way tl; QtY � < V7 JD 0 LL woz > LU w0Q 0 U w o L-L 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 9/23/2022 11:42 AM I by Matt Denhard D. z m ;o m p � cn < m K m �z z 2 M�pz c— m n U)m Olson D r r m'T 0 ON ON D Z W vo n ° = U' o 2 O D ? n O _ On � p N S < (D n O CNC D ^ n < 71 z s" as p �• v N _U F� ill Q- !a1 > 00 z x �• N V ) v O z 3 00 m M r-I- K Ln X (A)m X 0 � X un 0 A L n N (A 1**0 O � rrm D 70 3 CD e--F x 00 .. r z IF (Z r 4gM1. ' i� IT L J r W .� - _ Y E � /r/^� m rr 4 Tm , r IL k� m ril o ,,, '� �..: �L is �� / e J��JNb � YNN� aJi � � •:� < �nti.Uif .?'i fbr�� is �tii.h'. �•.5..7 °.�4'S A �l� .il . i. R • �• THIS DRAWING PREPARED AT THE 1 CO TIMMONS ROUP• •• 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 a z y cn m p S O l.J T H W O O D REDEVELOPMENT BLOCKS 9 -11 2 N m 3 0 3 o N DATE REVISION DESCRIPTION ti M O w n D Z W o COUNTY OF ALBEMARLE, VA m r mo = m = z v m c 01 PLAYGROUND DETAILS A A 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. + + + # # + + + 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 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.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.o o.o *0 o.o *0 o.o *0 o.o *0 o.o *0 o.o *0 o.o *0 o.o *0 o.o i o.o *0 o.o i o.o i o.o i 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 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 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 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 # 0.0 0.0 # # -e $ # 0.0 0.0 #. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.0 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 o .o o.o � 0.0 0.0 0.0 0.0 0.0 0.0 o. .o -a.o -e:e moo_ o.o o.o o.o o.o o.o o. �e0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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.o o.o o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 o.� o� o.o 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.i��o o.o o. o.o o.o o.o o.o o.o o.o o.o 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 + + + + + # + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0. .0 0.0 .0 0.0 0.0 0. 0 0.0� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0 .0 0.0 � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0 0.0 0 0.0 0.0 0.0 OfL 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0� 0.0 0.0 0.0+ 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ + + + + + + + + + + # # # # # # 0.0 .0 0.0 0.0 0.0 Oc6' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0 0.0 0.0 0.0 0.0 0.0 0:G, 0.0 0 0.0 0.0 0.0 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 s 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.� 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. 0.2 0.0 0.0 0 + 0 0.0 0.0 0.0 0.0 0.0 +.0 0.0 0. 0.0 0.0 ��0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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. 1 1.8 3. w 0 0.0 0.0 0.0 0 A1 0.0 0 0.0 0.0 0.0 0.0 0\0. \ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MH: 15 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + .0 3.4 + 3 + 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 M I O \ MH: 15 + + + + a + a + + + a + + Ej + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.0 0.00.0 0.0 0.0 0.0 0.0 0.10.4 0.7 1.0 1.5 2.8 .8 4 3. 1. 0.9 0 .0 0.0 0.0 0.0 0.0 0. 0.0 Of,� 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 ++++++++aa++++ +++++++ + + + + +++++++\ +\ # +++++0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 .2 0.3 0.6 0.9 1. 1. .0 2.3 2. +2. +2. 2. .8 1.4 .3 .0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0. 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.3 0. 0.8 1. 1.3 1.6 1.9 2.2 2.3 2.4 .3 .9 6 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 0.0� 0.0 0.0 0.0 0.0 0.0 % 0.0 0.0 0.0 0. .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0'�) 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.3\+- 0.9 1.2 1.7 2.1 +2. 2.8 2.9 2.4 2.1 1. .5 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 .0 0.0 0.0 # + + + + + '0 + # *0 # + # + � + + ST13 + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0 0 0.0 . 0.0 0.0 .0 0. 0.0 0.0 .0 0.0 0. 0.0 0 0 0.0 .0 0.0 0. 0.0 0.0 .0 0.0 0. 0. 1.5 .3 3. 3.6 .6 3.4 3.0 2. 1.8 .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 +2. 3.7 3.6 4.1 2.6 +2.0 1.6 1. 1.1 1. .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 0.0 0. O + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 .0 .0 .0 0 0 0. 0. 0_ r� 0.4 _ _ 2. 3.0 .6 .1 1.6 .2 1. .9 0. 0. Q.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 .0 .0� + + .0 0 0TT0. + 0. + 0.3 0.4 + .5 + + 0.9 8 + 0.7 5 + 3 + 0.0 + .0 0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0. W + 0.0 + 0.0 + 0.0 + 0.0 .0 .0 + .0 0 0m0. + 0. + 0. + 0.1 + 0.1 + .1 + .0 + 0.0 + + 0.� 0.0 + 0. + 0.3 + + 0. 0 + 0.0 + 0. + 0.0 + 0. + + 0. + 0.0 + 0.0 + 0 0 � m + 0.0 + 0.0 + 0.0 + 0.0 + + 0 00. + 0. 0.0 + 0 + + 0.0 + 0.0 + 0. + 0.0 0. + 0.0 + 0.0 + 0.0 + 0.0 + 0. + 0.0 + 0.0 + 0 0 .0 .0 .0 \ .0 .0 I+ \ \ + 0.0 + 0.0 + 0.0 0.0 + 0.0 + 0. + .0 + 0.0 + 0.0 + 0.0 + + 0.0 .0 + 0.0 + 0.0 + .0 0 0>0. + 0.0 + 0.0 + 0.0 0.0 0.0 + 0 0 0.0 + 0. 0.0 0.0 + 0 0 0.0 0 + 0 0 .0 + 0.0 .0 + 0.0 .0 + 0.0 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.0 + 0.0 + 0 0 + 0.0 + 0. + 0.0 + 0.0 .0 + 0.0 + 0.0 + + + 0.0 0 0 0.0 + 0.0 + 0.0 + 0. + 0.0 .0 0.0 0. + 0.0 0.0 0. 0.0 + 0. .0 0.0 0.0 0.0 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 + 0.0 « 0.0 *0 .0 « 0.0 *0 .0 « 0.0 + 0.0 « 0.0 0.0 0.0 0 0 « 0.0 � « 0.0 + 0.0 + 0.0 0.0 + 0.0 0.0 + 0.0 0. 0.0 + 0.0 0.0 + 0.0 0. + 0.0 0. 0.0 + 0. 0.0 + 0.0 0.0 0. + 0. + 0.0 + 0 .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0 + 0.0 + 0.0 � 0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0 0 0.0 + 0.0 + + 0.0 + 0.0 + 0.0 + 0.0 0.0 + 0.0 + 0.0 + 0.0 0.0 + .0 + 0.0 0.0 0. � + 0.0 0.0 + 0.0 + 0.0 0. + 0.0 + + 0.0 0. 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0 + 0.0 + 0.0 « 0.0 + 0.0 « 0.0 + 0.0 « 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 « 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0 + 0 0 + 0.0 + 0.0 + 0.0 + 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 + 0.0 + 0.0 + 0.0 + 0. .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + + 00.0 0.0 + 0.0 + 0.0 + 0.0 0.0 + 0.0 0.0 + 0.0 0. + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0. + 0.0 + 0.0 + 0. 0.0 + + 0.0 0.0 + + 0.0 + 0. + 0.0 0.0 + 0.0 + 0.0 + 0.0 .0 .0 .0 .0 .0 \ .0 .0 .0 t356' Too RDINAL HILL LANE « 0.0 + 0.0 « 0.0 + 0.0 « 0.0 + 0.0 « 0.0 + 0.0 + 0.0 + 0.0 « 0.0 *0 .0 « 0.0 + 0.0 « 0.0 + 0.0 « + ++ 0. 00 + 0.0 « 0.0 + 0.0 0.0 + 0.0 0.0 + 0.0 0.0 + 0.0 0.0 + 0.0 0. + .0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0 + .0 + 0.0 0.0 0. + 0.0 + + .0 0.0 + 0. + 0. 0.0 + .0 + 0.0 + 0. .0 + 0. + 0.0 0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + + 0.0 0.0 0.0 « 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.0 + 0.0 0.0 + 0.0 0.0 + 0.0 0.0 + 0.0 0.0 + 0.0 0.0 + 0.0 0.0 + 0.0 0.0 + .0 0.0 + 0.0 + 0.0 + .0 + + 0.0 0.0 + 0 + 0.0 + 0.0 + 0.0 + 0 + 0.0 # 0. + 0. + .0 + + + + + + + + + *0 + *0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 .0 0.0 .0 0.0 0 0 .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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o .o 0.o 0.o 0.o 0.o 0.o 0.o 0.o 0.0 0.0 0.0 0.o 0.o 0.o 0.o 0.o 0.0 0.o 0.o 0.o 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 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 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 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 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 .o 0 0 0.0 0.0 0 0.0 0.0 0.0 \o.o .o 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 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.o o.o o.o o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .o o.o .o 0 0 0.0 0 .o + o.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 + *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 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 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. 0.o Q.o o.o o. + o o. + o.o o.o + o. + + o .o o.o 0.00 0.0 Luminaire Schedule Symbol Qty Label LLF Lum. Lumens Arrangement [MANUFAC] Description 2 WM3 1.000 5075 SINGLE U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-III-W-20LED-700mA-NW I� 1 V3-HS 1.000 16949 SINGLE U.S. ARCHITECTURAL LIGHTING VLL-PLED-III-W-80LED-700mA-NW-HS Prepared by: LIGHTING VIRGINIA CENTRAL 40OG-2 Southlake Blvd. Richmond, VA 23236 Tel: 804-379-7777 www.lightingvirginia.com MH = mounting height in FEET NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. 7 SCALE 1 "=30' 0 30' 60' NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MUST BE FULL CUT OFF. M E O O O U N � N C > E w v E I.- w v E Q LL 3 p LL 0 wO `6, J U 00 J -Li a > 0 " C7W rvV U Ir 3: Q X !n 9R LL p Q v ti =v>� F c Y � N m � � M 00 � H Z O a_ U U I W p z O U) W Of I DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE 1"=30' 1� 1� 06 0 T\ V , U Z 0;a w -iU a L w m � r-I a W ,,W ° p O = U 2 0 0 2 �0 V/ JOB NO. 47036 SHEET NO. E1.0 c 5 2 c L Date: Jun 28, 2021 V3 To A&1lY Transmittal LIGHTING LIGHTING VIRGINIA Lighting Virginia -Central A'4,91hl 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision QUol 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 Submitted bv Li htin Virginia -Central Catalog Number: a,DAMy, Job Name: VLL-PLED-III-W-80LED-700MA-NW-1 Page 1/1 LIGHTING Southwood Subdivision XX VIRGINIA Architect: TIMMONS Notes: 44AN e- FF00009 Liqhtinq Virqinia - Central phone 379-7777 fax 804-379-7778 Page 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 Heavy cast low capper aluminum (A356 alloy; <0.2% capper) aasembty wlm InRroyprol caolHng flns.ihe optical PorK4 mountln9 surtace Is mOletl Bat( rfaCe variance: 003' over 12') In facllrlafe thermal transfer °f heat fo housing and cooling Bm. Solid border wall separates o Ncal antl electrical compaEmm nis. The optical and electrical compartments ore integated ro creole one aseembly.Minimum wallthrokness I5.188'. ELECTRICAL HOUSING w/INTEGRATED ARM Heavy cast law copper aluminum (A356 alloy: <0.2% copper) assembly with Integral cooling ribs surrounding the electrical compartment arld a Balsudace on the top MMe arm ro accommodate a photocell receproCle.SOlitl barrier wall separates ptical antl electrical comportments. The Optical compartment and electrical campartmeni wm 1, Integrofetlsupportarm combinero areala one amembly. Minimum wall thickness Is .188t Cast antlhm -66 driver assembly cover is integrated with wiring compartmentcover. PLED- OPTICS Emitters (LED's) are orml on a merol core PCB panel PHwEcr EInME. FIXTURE TYPE. MTEMMMW towards the street side and functions as a house side shielding slament. Refractors ate injection molded H12 acrylic. Each LED refractor is sealed 10 the PCB over an vvs emitter and all refractors are retained by an aluminum frame. AM one Panel, or group of Panels In a luminaire. have the same optical LED refractors produce ransom standard site/area of sirbutions. Panels are field replaca.bie antl field rotatabMin 90' Increment. LED DRIVERS) Constant current electronic with a power fal of >.90 and a minimum operating temperature of -40'F/4WC. Driver(¢) b/ore UL and cUL recognized and mounted direhisry E"d Uthe Electrical Housingps taflciltarermal transfer. M1eltl down by universal clompstofacllltale easy emovol. In line terminal blocks facilitate wiring bMween rays Drivers the tlnver and optical arrays. Drivers accept an Input of r. acceptx. T 1.d,ly 50/60Hz or dimmable drivefrs standard. Dever has ml0lm.rnOSKV J•N VI IrHernal surge protection. Luminolm suppplled with 20KV Me protectortor field accessible in¢Iallallon.) vse'4 LED EMITTERS High outGuf LED's are utilized whin drlw current ranging from 36 A to IOSOmA. 70CPI Minimum. LED's are o avollable In stondard Neuhal Whites (40D0K), or opclonal Cool White (SOOOK) or Warm White (9g0UI Consult Facloryforot er LED options. FINISH ElechosMtically applied TGIC Polyester Powder Coal on substrate prepared with 20 PSI power wash W 140'F. Four step media bloat and Ian phospphate pretreatment for pprate0tion and point adheslon.4W'F bake lar maxlmum hardnes¢ano durability. PqIB�� sous 14J� 2019214 U.S. ARCHITECTURAL U.B. Architectural Lighting - o-lwn`� © Lam® V3 LV - CENTRAL20-30857 FOAMS LIGHTING VIRGINIA 44RNe1 y U i Subdivision TIMMONS VALULUME SERIES - PLED POLE DRILLING TEMPLATE pL. R°T(51mm) 1. 3• (3zmm) 4 WIREWAY 66DOOPmm) UA. .406• DIA.(lomm) (3) HOLES S P E C / O WALL MOUNT 15.25• � (3BImm) 03.4' ROM. 0B7arN I EXTRUDEDALUMINUMARM AND CAST ALUMINUM WALL BRACKETASSEMBLY PROVIDED WITH BUILT IN GASKETED WIRE ACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. WALL PLATE 7' 30. S.S. o7emob 040rvn) 1 PLED" MODULES VLL PLED E.P.A.= 0.77 Available in: 80 &40 LED Array 80 LED Array 40 LED Array Drive System HID No. of LEDs Current Watts Equivalent 350mA 45 70-100 40 525mA 66 100-150 7OOmA 91 175 105OmA 142 200-250 350a1A 92 150-175 6.6• 6D•DIA, (1) 80 525mA 136 200-250 O6-6. 4rsh) (HO 7ODmA 184 400 1050MA 266 450 Vu-LED/PLED-VSQ/80LED-700MA/NW/277n /RAL9005 PLED" DISTRIBUTION 140. LEDs DRIVE COLOR ARM MOUNT STANDARD CURRENT TEMPCCT TEXFUREDFINISH VLL LED ❑ TYPE 11 ❑ 801ED ❑ 1050MA ❑ NW (4000K)• ❑ 7 ............ f. ❑ BLACK ❑ HIGHLOW DIMMING FOR PLED41 ....., ® •s RAL4005-T HARDWIRED SWITCHING OR 040LED �700mA NONINTEGRATED MOTION ❑ TYPE 11 FRONT ROW ❑CCU 50001() ( ❑2180 H SENSOR ............ HLSW PLED l FIT... . ® ❑ 525mA ❑ WHITE ❑ INTERNAL [I Wily (301 RAL4003-T ❑ TYPE 11 MEDIAN ❑ 240..... . HOUSE SIDE SHIELD .. 141 ILLUMINATOR - ❑350MA o1HEBlmcaaas AVAILABLE ❑PHOTOCELL+VOLTAGE PLE0.11-ML..... CONSULT FACIEl3.120.... GREY RAL-7004-T (EXAMPLE: PC12OV) .. PGV El PPE III MED. El PLE0.111 M TWIST LOCK VOLTAGE 390 ■■ ❑DARK RECEPTACLE ONLY... TPR ❑ TYPE III WIDE ® W BROh¢E 7-PIN TWIST LOCK PLED -III W. .. ❑120 RALS019-T RECEPTACLE ONLY... TPR7 ❑ PPE IN ❑ 208 PLEASE ❑ 440....... M* ❑SINGLE FUSE PLE0.1V.,.....® ■ ❑GREEN ❑ 240 SPECIFY ftAL6005d (12DV 27N, 347V)., SF El PPE IV PLED -IV -Fr..... ❑UNIVERSAL POLE El DOUBLE FUSE 0277 ADAPTOR..... UPA PLEASE (208V, 2401 4801 ..DF ❑ PPE V NARROW ❑347 WALL SPECIFY ❑STEPDIM MOTION SENSOR PLED-VSH-N.._M MOUNT (PROGRAMMED 50/100) El TYPE V MED, ❑480 WIM ....._. ................. MSP211 PLE0.V89-M'indlloNnLcoLals ❑ REMOTE MOTION SENSOR ❑ PPE V WIDE CONFIGURATOR S9-W O ................... MIPLED-V 40usee eAea"'n14deC",eso1 U.S. ARCHITECTURAL U.S. Architectural Lighting svarve(zsb2.n2aa rm(soUlassm © m® OAM Job Name: VLL-PLED-III-W-80LED-700MA-NW-1 ,AAEJob Name: RNS-25-40-11-AB-DM19 LIGHTING Southwood Subdivision XX V3 LIGHTING Southwood Subdivision 25" POLE VIRGINIA Architect: TIMMONS Notes: 4VIRGINIA Architect: TIMMONS Notes: 'Rol LV - CENTRAL20-30857 4RNe_ LV - CENTRAL20-30857 1 VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE THAN HR TEMP, WATTS VOLTS INPUTAMPS 40 LED 40 PLED Optical 5,585- 5,306- 5,864- 85,000+ -00°F 43 120 0.36 Module -3501 6,408 6,088 6.729 277 0.16 347 0.12 40 LED 40 PLED°Optical 8,059- 7,656- 8,462- 85,000+ -40°F 65 120 0.54 Module-525mA 9,246 8,784 9,709 277 0.23 347 0.19 40 LED 40 PLED•Optical 10,240- 9,728- 10,752- 85,001 -40°F 87 12D 0.73 Module -7001 11,749 11,162 IZ337 277 0.31 347 0.25 40 LED 40 PLED'Optical 13,642- 12,960- 14,324- 85,000+ -40°F 128 120 1.07 Module -1O5OmA 15,652 14,870 16,435 277 0.46 347 0.37 80 LED 80 PLED'OpHcal 10,824- 10,283- 11,365- 85,D00+ -40•F 86 120 0.72 Module -3501TN 12,419 11,798 13,040 277 0.31 347 0.25 80 LED 80 PLED"Optical 15,587- 14,808- 16,366- 85,000+ 40-F 130 120 1.08 Module-525mA 17,884 16,990 18,778 277 0.47 347 0.37 80 LED 80 PLED'Optical 19,767- 18,779- 20,755- 85,000+ -40°F 174 120 1.45 Module -7001 22,680 21,546 23,814 277 0.63 347 0.50 80 LED 80 PLED'Opti l 26,255- 24,942- 27,568- 86,000+ -DOLE 257 Module -105OmA 30,124 28,618 31,630 120 2.14 277 0.93 347 0.74 NOTES: T Mal InputAmps Is the Nattiest of starting, operating, or open dreult currents 2. Lumen values for LED Modules vary according to the distribution Type 3, System Watt includes the source warts and all driver eamponeMs. 4 Fuse value should be su8clent to Protect all wiring components. For elechoNc driver and LED component Protection, use 1OKV - 20KV surge suppressors. 5 L70M -TM-21 bx rule applied WARNING: All WEE. must be Installed In accordance with local codes or Nee Natbnol Electrical Cade. Fallure to do so may resuti in serious personal Injury 46o-oon atemner.D9drs' © U.S. ARCHITECTURAL U.S. Architectural Lighting nwrw(�Sn EA'Xelrm(41n'�'4a1 _wMN�m m® POLE HEIGHT 25' (FT) 0' VIEW DETAIL 3 3"x5" REINFORCED HANDHOLE 0 0' W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC ET AIL 2 DETAIL I BASE COVER ❑T20 (2.38" OD X 4" TALL) 7,50"-8.50" ❑T25 (2.88" OD X 4" TALL) 180• FBOLT CIRCLE ❑ T30 (3.50" OD X 6" TALL) / \ D19cl=go ❑ D28 fie' z7o EI 90. t ,270' ED m \ / ❑ D29 270[I /m TJ D39 p• .88"0 SLOTTED 0' L BOLT HOLES (TYP) ❑ D32 1 I 1 I I J EME Hwala2 ax o OENraron. DETAIL 3 POLE TOP DETAIL 1 BASE PLATE MJaipt BOLTTFMMTEN ABT-080-4 CUTDOWN TO 22.5'WITH 30" HEX NUT & CONCRETE BASE BY OTHERS WASHER (X2) FOR OVERALL HEIGHT OF 25' A.B. PAINTED TO MATCH LUMINAIRE 17.00 PROJECTION O 3.T D19 -DRILLED FOR SINGLE LUMINAIRE ^l; 3.00" DETAIL 2 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: AWS DIA MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) WAUTY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE 6)MBRATON DISCLAIMER: ALTHOUGH RARE, VBRAIONS SEVERE ENOUGH TO CAUSE DAMAGE CAN DCCA90NALtY OCCUR IN STRUCTURES OF ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERLACING VARIABLES, VBtATONS ARE GENERALLY UNPREDICTABLE ME USERS MNNIFNANCE PROGRAM SHOULD INCLUDE OBSERVATION FOR EXCESSIVE NBRAPON AND EXAMINATION FOR ANY STRUCTURAL DAMAGE. ALP WARRANTY EX0.UIES FATIGUE FAILURE OR SIMILAR PHENOMENA RESULPNG FROM INDUCED VERSION, HARMONIC OSCILUTION OR RESONANCE ASSOCIATED WITH MOVEMENT BE NR OURR94TS 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 1.9 1 0.8 1 - - - WEIGHT (IDS) 40 40 1 40 1 40 1 - - - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TEND MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LENGTH MA. DIA. OR THK (�S) (FT) (IN) (IN) (IN) RNS-25-40-11-AB 25 4.00 4.00 (.11 GA120") 145 DETAIL GENERAL NOTES ••CONFIDHNTYAL*s DESCRIPTION i: son. µ raw fix" "moo ROUND STRAIGHT STEEL ANCHOR BASE""`" saaATwuao¢samMTvxaETHts °oamesra RNS-25°ZI I -AB mrosr cvkawrtown"ourENasvmma 25' x 4.0" x I I GA monu«xraw ulamis. nE O O N Eli N C > E W a E a,y <w Q v 3 UM 3 C)0 W W 0 m ^H J V 0000 W J -N � (AIn (DW NV 0 Z F = X CI n O < L� & 0 0< �v EEC _ N =v>LI C Nn Y Ch UP � M tL � LD H- am O ce t9 Z O P _ U U) Ln w 0 Z O I) W of W Q DATE 912012022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B. CICHOCKI SCALE N.A. 1ell li 06 lill Tesessel i U co 0>H W LU C) a i w U rl a LL us! W r0O r (� z 0 l< 0 U 0 U 2^ = 0 0 0 2 0 JOB NO. 47036 SHEET NO. E2.0 C a 2 on C 0 d 0 3 c a 0 a0 o O �Z 20 o � C T �'o a w c a a1 c a0 Oc (D d G7 3 (n Z O se � a H N 0 Q N n a m 2 :2on g a X0.0 c N 16 E 12 a CO 0 E `0 Or 0 D o � a c �a 10 a 0 o 0 m o m c m so m 0 C a m nE aai �i H- E L