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Home My WebLink AboutSUB202100011 Plan - Approved 2022-02-25SOUTHWOOD 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) 090A1-00-00-001 EO PARCEL AREA: 22.92 DB 4773 PG. 328 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 090A1-00-00-001 DO 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 SUPPLEMENTAL TOPO LOUISA AERIAL SURVEYS, INC. TIMMONS GROUP P.O. BOX 340 28 IMPERIAL DRIVE MINERAL, VA 23117 STAUNTON, VA 24401 DATE OF PHOTOGRAPHY: 03/23/04 TELEPHONE: 540.885.0920 DATE OF COMPILATION: 02/02/07 CONTACT: PAUL HUBER, L.S. PAUL. HUBER@Tl MMONS.COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT. TOTAL IMPERVIOUS AREA = 4.63 AC BURIAL SITES: NO CEMETERIES FOUND ON SITE. BUILDING HEIGHTS: MINIMUM BUILDING HEIGHT PROPOSED IS 2 STORIES (25 REVEALED ON HIGH SIDE OF TUCK UNDER TOWNS) AND MAXIMUM BUILDING HEIGHT PROPOSED IS THREE STORIES (35). STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH THE USE OF A STORMTECH ISOLATOR ROW, A STORAGE PIPE, AND A CONTECH JELLYFISH FILTER. AGRICULTURAL/FOREST DISTRICT: NONE SPECIAL FLOOD HAZARD INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES[] NO[X] ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. A PORTION OF BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (16 IN TOTAL). 3. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 4. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. CUMULATIVE SITE PLAN TRIP GENERATION WEEKDAY LAND USE ITE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ TOWNHOMES 220 46 D.U. 341 5 17 22 16 10 26 SINGLE 210 34 D.U. 389 8 22 30 23 14 37 FAMILY VILLAGE 1 TOTAL 80 D.U. 730 13 39 52 39 24 63 APARTMENTS/ TOWNHOMES 220 86 D.U. 641 13 34 47 30 17 47 BLOCKS 9 - 11 TOTAL 86 D.U. 641 13 34 47 30 17 47 APARTMENTS/ TOWNHOMES 220 121 D.U. 886 19 49 68 47 34 81 BLOCKS 11 & 12 TOTAL 121 D.U. 886 19 49 68 47 34 81 APARTMENTS/ TOWNHOMES 25 D.U. 185 3 9 12 9 5 14 SINGLE FAMILY 22 D.U. 252 5 14 19 15 9 24 VILLAGE 2 TOTAL 47 D.U. 437 8 23 31 24 14 38 CUMULATIVE TOTAL 334 D.U. 2694 53 145 198 140 89 229 ROAD PLAN SUB202100011 COUNTY OF ALBEMARLE, VIRGINIA i/is/Zozi Oak H :�I SITE LOCATION VICINITY MAP 111=10001 DEVELOPER: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVILLE, VA 22902 OWNER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 Sheet List Table Sheet Number Sheet Title CO.O COVER COA CODE OF DEVELOPMENT TABLES CO.2 CODE OF DEVELOPMENT TABLES C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 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 C4.9 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 C6.4 PIPE & INLET CALCULATIONS C6.5 PIPE & INLET CALCULATIONS C7.O STORM PROFILES C7.1 STORM PROFILES C7.2 SANITARY SEWER PROFILES C7.3 WATER LINE PROFILES C7.4 WATER LINE PROFILES C8.0 ROAD PROFILE - SWALLOWTAIL LANE C8.1 ROAD PROFILE - FLORA VIEW DRIVE C8.2 ROAD PROFILE - RENEWAL ROAD C8.3 ROAD PROFILE - SWEETBAY STREET C8.4 ROAD PROFILE - SWEETBAY STREET C8.5 ROAD PROFILE - HONEY BEE WAY C8.6 SIGHT DISTANCE PROFILES C8.7 SIGHT DISTANCE PROFILES C8.8 SIGHT DISTANCE PROFILES C8.9 SIGHT DISTANCE PROFILES C8.10 SIGHT DISTANCE PROFILES C8.11 SIGHT DISTANCE PROFILES C8.12 SIGHT DISTANCE PROFILES C8.13 SIGHT DISTANCE PROFILES 1-1.0 OVERALL LANDSCAPE PLAN ROAD PLAN TOTAL NUMBER OF SHEETS = 53 APPROVED by the Albemarle County CommytljtvA€vglopment Department Date L/115 Y1 File SUB202100011 i AryanD. Cichocld 1k. No. 53741 1/!2/a gbuS * am O ce t7 N z 0 f f z O a_ U U Uj o (�Q ti _O W W W w LU 2 Z Z O O O W W W O O rN N N N N O H DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1�1 1� 06 0 l--1 V � U 0 J ' w J !Y N Lu Q [If w LLl m > rl Q 0 " U W O �r U 0. 0 0 0 0 U) ]OB NO. 47036 SHEET NO. C0.0 L TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL&PATH TRAIL&PATH REC.AMENIN& REC.AMENIN& TOTAL GREEN TOTAL GREEN TOTALAMENITY TOTALAMENITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONALAMENITIES&CIVIC SPACE BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENIN PROVIDED CIVILSPACES CIVILSPACES RECREATIONALAMENITI ES&CIVIC SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED PLAN(S) (ACRES) REQUIRED (ACRES) (ACRES) (ACRES) (ACRES) REQ. (ACRES) PROV. (ACRES) (ACRES) (ACRES) (SF) (SF) 1 l.so s.97 o.z3 0.0o 2,000 LF CLASS BNPE 1 PRIMITIVE TRAIL aoo 10,000 SDP2@000048 o.ao 0.05 0.05 405 LF CLASS B TYPE 1 PRIMITIVE TRAIL 0.80 2025 SDP202100062 6.75 0.19 0.19 1691 LF CLASS B TYPE 1 PRIMITIVE TRAIL 6.75 8455 TOTAL 7.55 0.24 0.24 TOTAL: 2096 LF CLASS B TYPE 1 PRIMITIVE TRAIL 7.65 10,480 z o.lo l.lo ozo o.o0 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.4o s,7oo SDP202000048 0.29 0.03 0.03 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 0.29 1491 THIS PLAN 0.81 0.17 0.00 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.11 8950 TOTAL 1.1(1 0.20 0.03 TOTAL: 1,790 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 30,441 3 0.00 0.00 0.00 0.00 0.00 0.00 SDP202000048 0.00 0.00 0.00 0.00 0.00 a o.00 o.00 o.00 o.ro o.00 o.00 SDP202000048 0.00 0.00 O.OD 0.00 0.00 5-8 0.00 0.00 0.12 0.11 0.23 10,500 4,416 SF PLAY FIELD 1,8fi6 SF TOT LOT 500 SF NEIGHBORHOOD PARK 985 SF COMMUNITY GARDEN 600 LF CLASS B NPE 2 TRAI lsa 2,707 SF GARDEN 4,000 SF NEIGHBORHOOD PARK OR REC. AMENITY` 1,135 SF PARK 3,9405E PARK 1,855 SF PARK 2,555 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS BTYPE 2 SDP202000048 1.30 0.11 0.62 TRAILS 0.97 27124 7,1005E PARK SDP202300062 0.28 0.01 0.18 107 LF TRAIL PEDESTRIAN CONNECTIONS 0.28 7635 TOTAL 1.58 0.]2 0.8 1.25 34,769 9-11 0.38 O.OD 0.50 0.13 SOOSF NEIGHBORHOOD PARK 0.63 22,700 2,112 SF PLAY GROUND THIS PLAN 1.64 0.61 0.32 2,170 LF CLASS B TYPE 2 TRAILS b 1,059 SF AMENITY SPACE 4,434 SF OPEN FLEX SPACE 6,000 SF NEIGHBORHOOD PARK OR REC. AMENITY 6,7795E REC. AMENITY 1,211 LF CONNECTOR SITE PATHS 1.37 23560 SDP20230003s 0.00 0.00 0.00 0.00 0 TOTAL 1.64 DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS MAX. NON- DENSITY GROSS TOTAL AREA BLOCK NON-RESIDENTIAL S.F. S.F. TOWN CONDO/ DWELLING TOTAL# BLOCK RESIDENTIAL NUMBER OF LOTS TOTAL RANGE RESIDENTIAL %OF (AC) CLASSIFICATION BUILDING (SF) DETACHED ATTACHED HOUSE APARTMENT UNIT RANGE MARKET REQUIRED FOR FOR RENT TOTAL %OF BUILDING (SF) PROVIDED UNITS REQUIRED DENSITY TOTAL UNITS UNITS UNITS UNITS REQUIRED RATE AFFORDABLE SALE APARTMENTS NUMBER TOTAL (DU/AC) (DU/AC) UNITS UNITS OF UNITS UNITS 1 GREEN SPACE & 0 0 0 0 0 0 0 0 0 0 0.0 0 0'� 0 0 0 0 0°� 8.00 BUFFER 2 1.30 0 0 0 0 0 0 0 0 0 0 0.0 0 0'� 0 0 0 0 0% 3 NEIGHBORHOOD 5000 0 8 6 2 0 0 4-12 8 3-6 5.7 5 63% 1 3 0 3 38°� 1.40 DENSITY 4 1.50 5000 0 5 3 2 0 0 6-14 5 3-6 3.3 3 60°k 1 2 0 2 40'� URBAN DENSITY 5 RESIDENTIAL 5000 0 35 4 4 26 20 60-127 54 6-18 7.6 10 19% 8 24 20 44 81% 7.10 VILLAGE 6 NEIGHBORHOOD 10000 0 0 0 0 0 0 0-31 0 0-28 0.0 0 0'� 0 0 0 0 0'� MIXED USE / 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 10 16 11-62 26 6-34 14.4 10 38% 4 0 16 16 62% 1.80 URBAN DENSITY 11 6.40 MIXED USE 20000 0 46 0 0 45 51 20-182 96 6-34 17.8 45 47% 14 0 51 51 53% 12 3.00 30000 0 1 0 0 0 70 13-102 70 6-34 23.3 0 0'� 11 0 70 70 100'� TOTAL 34.00 N/A 0 149 26 8 96 157 N/A 287 N/A 8.4 101 35% 43 29 157 186 65% PROPOSED BUILDING HEIGHTS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) REQUIRED: NO MIN., 3 STORIES OR 35' MAX. REQUIRED: NO MIN., 3 STORIES OR 40' MAX. REQUIRED: NO MIN., 3 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 50' MAX. PROPOSED: 35' MAX. PROPOSED: 40' MAX. PROPOSED: 40' MAX. PROPOSED: 37.6' MAX. PROPOSED: 37.6' MAX. �,TH OF 4n�D. Cichocld U lie. No. 53741 o/lzj SSIONAL 34 M E 0 o N N C > E w v E � w W Q LL o 3 p LL 0 wO `mom 0 W L M d_j U00 Z -n O a>oN C7 LU w 30'x LV Ul Q p Ln i ry Z = U Q F °� > 000 W LU U U U FOR BLOCKS 9-12, 1.5 SPACES/ UNIT REQUIRED FOR MULTIFAMILY/APARTMENT RESIDENCES. a v 00 H OOV Ui Z a a a O O O O a. S H > w pOOn*j = Q 1 N (r l U a rn o Z O (n DATE 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. CL C6 0 1� V / LLJ m U 0 Q J > z w W J a m 0 rl a J LL LLJ O (U..� LIJ QO ILL U ^2 0 7 I..L 0 0 C) 0 0 0 2 �0 V/ JOB NO. 47036 SHEET NO. C0.1 00 _j LU . 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 S8 HORIZON ROAD, (2) ON CARDINAL 23, 25-32 TOWNHOMES UNITS)=58SPACES HILL LANE, (2) ON WARDELL CREST (1.5SPACES/UNIT)X70 (140)GARAGEANDDRIVEWAY UNITS=105+18GUEST=123 163 PER UNIT, (23)ONSTREET/ALLEY THIS PLAN 1-70 TOWNHOMES (1.5SPACES/UNIT)X(16 2S(2ADAVAN) (25)ON STREET/ALLEY 70-72 MULTIFAMILY(2)8-UNIT UNITS)=24 HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SDP202000048 & SDP202100019 Number provided this (SDP 202100006) TOTAL 1-2 N/A -Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 3 3 4 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 2 0 2 Habitat Single Family Detached Ownership 25%-80% AMI 40years 0-10 0 0 0 Accessory Units Rental 0%-80% AMI 10 years 0-5 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 0 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 0 15 Deeply Discounted Units Rental 0%-30% AMI 10 years 0-5 5 0 5 Habitat Condominium Ownership 20%-80%AMI 40years 0-20 15 0 15 5-8 HabitatTownhomes Ownership 25%-80%AMI 40years 0-30 18 0 18 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 4 0 4 Habitat Single Family Detached Ownership 40%-80% AMI 40years 0-10 2 0 2 Workforce Ownership/Rental 60%-120%AMI N/A 0-10 0 0 0 Accessory Units/Carriage Units Rental 0%-80% AMI 10 years 0-5 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 MarketTownhomes Rental Unrestricted N/A 0-30 0 70 70 9-12 Habitat Condominium Ownership 20%-80% AMI 40years 0-30 0 16 16 Deeply Discounted Units Rental 0%-30% AMI 130%-80%AMI 10 years 0-5 0 0 0 LIHTCApartments Rental 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 34 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 STEPBACe MIN. N/A N/A 15" 15'E 15E' 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. D' MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NON 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 Z 2' 3' 3' T 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. B 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. n D. Cichocld Lie. No. 53741 i//21tt M E O O U N � N C > E w v E w v E 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-) ~ c YM 00 � M a� C•7 Z O a_ V N W 5 Z O N w 222 OOV > > j OOV W W W Zaaa atititi O O O Q 1� 0 CN r l � ti n rn o DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1� 06 !0% U 0 co- w a 0 0 0 2 �0 V/ Q w J a w 07 J Q w }O z O U LLJ m Z LU 0- 0 LL1 LL1 0 LL 0 LL1 0 0 U F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). c FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. L H 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 -W- EXISTING WATER LINE - • • CENTERLINE OF DITCH B• yy PROPOSED WATER LINE BENCH MARK R B• yy PROPOSED VALVE . . CLEARING LIMITS - iT! g• NI PROPOSED TAPPING SLEEVE -� R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) - - 200 - -- EXISTING CONTOUR GRADING 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC = TOP OF CURB BC = BACK OF CURB TC 240.5 PROPOSED SPOT ELEVATION EP = EDGE OF PAVEMENT TW = TOP OF WALL 1Q PARKING COUNT BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT MANAGEDSLOPES PRESERVED SLOPES ACSA GENERAL WATER & SEWER CONDITIONS GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES BUT IS NOT LIMITED TO TESTING INSTALLATION DOCUMENTATION SURVEY ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR 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 9 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. Writs 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 easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be 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 WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING 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) COUNTY OF ALBEMARLE Department of Community Development rn Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). drawn may n t therequirements of rans O .This Ian as dm of accurately reflect P ) P Y Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:verticai). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4n�D. Cichocld Lie. No. 53741 i1/21tt M E 0 rn o N � N C > E w a E < w v E Q LL O 3 C)LL w Lu m J U 00 J - a (ALu N Z W Q Mr Q X m LL p a v = N N Fva� c Ym N � M 00 a� no O ce 0 F , Q �V 0 ITV � DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. 1__1 1�1 06 0 V / U O > J_ W _J Q � I - a LU � 0 w m 1-I a 06 LLJ O Cn ,^^ UJ V/ Z OU Z 2 0 0 I �0 V/ JOB NO. 47036 SHEET NO. C1.0 L CD-1 GUT r PAVEMENT SUBBASE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE (SELECT MATERIAL) TRENCH PLACEMENT , PAVEMENT SURFACE M BASE 0 0 0 0 0 0 0 0 0, ssBnsE - o. o - o. o . o - o - - - o - E-SELECT MATERDL TYPE I OR I 0o c o X57 AGGREGATE. #8 AGGREGATE OR CRUSHED 6/1r GLASS MEETING X8 GRADATION REQUIREMENTS. PLAN VIEW GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR PAVEMENT SURFACE M BASE SUBBASE OR CEMENT STABILIZED SUBBASE = o ,SELECT MATERIAL TYPEZOR SUBGRADE 0 00-0� 6?696P000 (CEMENT OR UME STABILIZED) ':IA ..o - GEOTE%TILE X57 AGGREGATE, X8 AGGREGATE OR CRUSHED GRAXJADE GLASS MEETING X8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE LOCATED AT THE POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABILIZED. 2. TRENCH SMALL BE FILLED WITH AGGREGATE MID THROUGHLY HMO TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHA-L BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X ABL DESIRE) GRADE. CRUSHING STRENGTH TYPE OF PPE )(W.T. 4" NOM. DIAMETER )(W.T. 1 8" NOM. DIAMETER SMOOTH WALL PVC I D3 10.1531 9MO KITH WALL PE 1 1 70 PSI )O(X 1 1 70 PSI MXM 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS. THEY ARE TO BE LOCATED 50 AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET EN) OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. N WALL THICKNESS (MIN) - INCHES 7. AL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE ME TO BE W THE SAME CRUSHING STRENDTM AS THE OUTLET PIPE. iENifTESTED ACCORDING TO ASTM D-2412 AT SX DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD COMBINATION UNDERDRAIN REFERENCE SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 (VL, _B -LIMITS OF PAY FOR TOP OF f EDGE UNDERDRAIN CD-2 ON FILLS �' TRAVEL LCENTER LINE SECTION 1--€-------- (WTTH TYPE 1SELECT MATERIAL) I NM g-AVEMENTCOMBINATION EDGE TRENCH PLACEMENT SHO I TOE OF ,PAVEMENT SURFACE M BASE / 0 0 0 0 0 0 0 o SUBBASE LIMITS OF PAY FOR OUTLET PIPE - o-o-o.o-o-o-o- o-o-o-o -o- ,SELECT MATERIAL TYPE PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN - ' 057 AGGREGATE, XB AGGREGATE OR CRUSHED TEXTILE )'-0"I F 1 GLASS MEETING #B GRADATION REQUIREMENTS. NON -PERFORATED OUTLET PIPE OR SURFACE M BASE TYPE OF PIPE CRUSHING STRENGTH K W.T. 4" NOM. DIAMETER )(W.T. 6" NOM. DIAMETER SMOOTH WALL PVC 1.103 1 1 O.w SMOOTH WALL PE 1 1 70 PSI XXX 70 PSI MINA 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE o-o- 0111 SELECT MATERIAL TYPE I OR SUBGRADE )( WALL THICKNESS (MIN) -INCHES (CEMENT OR LIME STABILIZED) XM X TESTED ACCORDING TO ASTM D-2412 AT 5 X DEFLECTION. DIZZ 057 AGGREGATE, •B AGGREGATE OR CRUSHED GEOTEXTILE CLASS MEETING XD GRADATION REQUIREMENTS. FOR Me GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AID THROUGHLY HAD TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHILL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRAVE PMAIri TO THE SHOULDER SLOPE 2 X MN. (3X DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AM GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVES CD-2 OUTLETS FOR UDERDRANS, THEY /ACE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 - INLETS OR MANHOLES. 5'-0" CSIIA4B (B EMIN rOEP H)rYPE 4. ON SUPERELEVATW SECTIONS, TRENCH IS TO SE UNDER ENTIRE PAVEMENT AEA WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVNG DRAINAGE DITCH OR STRUCTURE - PLACEMENT OF CD-2 UNDERDRAIN AT S. ALL CONEC71ONS ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PPE TO BE SECURELY CONNECTED TO E*-12OR OTHER DRANAGE STRUCTURE. sPEGFICATIWN STANDARD COMBINATION UNDERDRAIN REFERENCE Varr ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SEET 1 OF 1 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 1pg- CG-8 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 3OD FEET OR LESS (LONG FACE OF CUB) SHAM BE PAD FOR AS RADIAL COMBINATION CMB M GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB B GUTTER SBA L BE CONSTRUCTED PARALEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE W CO-6 IS BASED ON ROADWAY CLASSIFICATION AND R TTHHEDROAD SIGN MMANIIII N E"BECTIION ON GS URBAN STANDARDS. . D' tW - D D s D , D - D - A BE CONCRETE OF THE CONTRACTOR E"E"GE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS DS REVISION DATE I SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 A u A R1-1 STOP *Reduce spacing 40% A B C D E F 18 .375 6 6 C 3 775 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12.5 36 .075 12 12 C 6 15 48 1.25 16 16 C 8 20 COLORS LEGEND - WHIfE (REMOREFLECTNE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale TOP OF CURB /\\/\\ 12" �� . . K�R<\A FLUSH CURB (PARKING LO No Scale r 6" VDOT A-3 CONCRETE NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% ° 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS M NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 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 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE _ CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 27.. FOR A WIDTH OF 5 FEET. 3 A� XXSTREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS o C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) in 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ _ (RADIUS 70 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 CG-6 CONFIGURATION. (SEE NOTE 1) L- - - - 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE B 0 SIDEWALK USED WITH THIS STANDARD. (SIDEWALK (SEE - - - - NOTE 5) OPTIONAL UNPAVED SPACE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE In FLOW LINES R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION -- --�� +----- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION 9 EXPANSION OMITTED IN THE ENTRANCE.) JOINT 4 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 �ca' 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 M CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CC-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8%MAX. GRADE CHANGE ® _ - - 0 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW - _ p (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ - - - - - - - - - - - NOTE 7) THE ENTRANCE. 8% MAX. 7, THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE - "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 M 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 ROAD INCLUDI SIGN MANUAL, STOPPING SIGHT DISTANCE D K VALUE REq 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES ��\ •�- in 1":1' - CLASS A3 . d. . p, 'O °0'°' +� (H.EA) e , e • n. • e• ' °• - - CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VI _< 3 X 6 % LOW LESS THAN 500 VPD 46% 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION `VDDT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 2016 ROAD & BRIDGE STANDARDS PRIVATE ROAD CROSS SECTION C%L CG-6 1 1.5" SM-9.5A 22' 2 5' (PAVEMENT WIDTH)) f 3% 1 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 CG-6 - -1 2.5' ALLEY 1 (WHOLE LENGTH) ALLEY 3 (9+85.27 - 17+25 & 19+65 - 20+55.64) 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) C%L 1.5" SM-9.5A VARIES 20' MIN (PAVEMENT WIDTH) f 2% TYP COMPACTED SUBGRADE \-2" IM-19.OA 3" BM-25.OA I 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-2 -1 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-19.0A 3" BM-25.OA TE & EMERGENCY ACCESS EASEMENTS AGGREGATE SHALL EXTEND V BEYOND THE BACK OF CURB (TYP.) 0.5' 0.5' 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) AryanD. Cichocld `z H 1k. No. 53741 a� 7 03f M E CD 0 rn U N � N > E a E w Q LL tj o 3 U_0 n 0 Of O pOf M Q j U 00 Z W J -Un N O d (A O N v C_ z H ° K H U) U � < K LL D 04 2 C ry Z = v < O_ � w � ~ C N ^ M w IY U U U CD W J > Z) H j O O O Z CL a a O O O x �p O O O w lU NNN� M S Q N O V U N �r\rno z z 0 DATE U) > 111812021 0 } DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. C6 0 T� `U) i U O > J_ W CID12� J Q W J' LU 10LU ��(( TI Q 06 LL Uj w � �O T� O Z i If^^f,, III 0 0 T� i 0 0 c 5 c L JOB NO. 47036 SHEET NO. C 1.1 WP-2 1 x 6 CAF 1 x 6 TRIMMEF 2 x 4 RAILS 10'-6 " x 4 METAL POST (TYP. V C. x 6 METAL POSTS 12'- 0' D 14'-O" 1 x 6 12 S7 HINGE OUTSIDE ELEVATION 3 SIDES VARIES VARIES 1 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 "-11 1.5"ALUMINUI RAIL (TYP.) 12" (TYP.) 1 x 4^CAP OVER OUTSIDE GATE VIEW .J VA10IL.ry VVn«w INSIDE GATE VIEW 12" MIN (TYP.) (TYP-) EXP. rJOINT IrFINISHE I GRADE WASH 1'-4" 1-- Exp. B CORE DRILL CONCRETE FOR JOINT ° HANDRAIL POST, EMBED 5 HANDRAIL A MINIMUM OF 6" BELOW FINISHED GRADE AND WASH GROUT TO THE FULL DEPTH °N. 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 COMPACTED 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 1 x 6 SIDING 3 3'-O" 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 m � ■ B' 5' B' 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES N No Scale SIGN 1 PAINTED STRIPE (TYPICAL) 9' I :7xe1�1�_1:�99eN1q STD. U POST GALVANIZED POST TO BE DRIVEN SIGN AND POST DETAIL No Scale fiVED fHVEO VA. SIGN FOR THE DISABLED ON 0.80 GAUGE PI P' ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SPACES SHALL BE IDENTIFIED BY ABOVE HKT! p jy GRADE SIGNS AS RESERVED FOR PHYSICALLY Ilm-MAW IMIO-PURE DISABLED PERSONS. PROVIDE ONE (1) R-7-8 TOW AWAY ZOIE TOW AWAY ZOPE SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND VAN INTERNATIONAL WHEELCHAIR SYMBOL. SIGN ACCEBSELE 6' ABOVE SHALL BE PLACED ON STEEL POST 1-1/2" O FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE. GRADE ADA PARKING SIGNS No Scale 2" 5•• N 2" R b': 3•• 4„ �.. 5.. .. I" R1 L. 6' SURFACE c . e, SEE NOTE 4 �• • �•• o. o. e, � • �' ' �' BASE c ' o.. o o. SUBBASE 7 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUC OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUS- IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREM FOR CG-7 AS SHOWN IN APPENDIX A OF THE VOOT ROAD D MANUAL. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10'OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 CG-7 ' I EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTNG ASPHALT LAYERS - PROPOSED ASPHALT LAYERS -----_-_ EXISTING SUBBASE --_----_ PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTNG ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/0 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BJ CORES (SEE NOTE 3) NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL 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 CASTING MID 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 11/i INCHES NO REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY iTHE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE M ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REOUREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(") OF THE SPECIFICATIONS. ROAD AND ��STANDARDS ASPHALT PAVEMENT WIDENING sPREFH SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 3w 30y02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS , f PIPES ARE ENCOUNTERED. �e SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I SHAPE TO CONTOUR I I OF PIPE I I I I I I SLOPE TO TO INERT OF PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH THIS DRAPING S TO APPLY TO THOSE STRUCTURES SPECIFIED ` SLOPE TO DRAIN WHERE INVERT OF PIPE IS ABOVE INVERT OF TCOURINVFERRTREF SSTTRUCPL�EOR j OR DROP INLET TO BE FORMED MID CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. I N ACCORT S11 I OF A THE INVERT SHAPING AS DETAILEDMIX HEREON IS TO CONSIST e CLASS CEMENT CONCRETE CONFORMING TO CLASS A3 OR GLASS F CLA55 CI EXCEPT THAT 0 OF COARSE AGGREGATE MAY IC CONSIST E STONE, BROKEN BRICK, UP TO 4C N CONCRETE OR BROKEN &HONER OU OR BROKEN CONCRETE BLOCK. THE SURFACE SHILL BE LEFT SMOOTH BY MEANS ET S HAND TROWELLING. NONE AGGREGATE OF THE COARSE OREGATE SHALL REMAIN EXPOSED. LL • , ' DETAILS OF AVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - ROVIDUALLY TO BEST FIT THE PARTICULAR INLET NA OUTLET CONFIGURATION AND FLOW LINES. PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES V°01r STANDARD METHOD OF SHAPING �`EC ROAD AM! BRIDGE STANDARDS REFERENCE MANHOLE & INLET INVERT S SHEET 1 OF 1 REVISION DATE I 302 OB.OB I VIRGINIA DEPARTMENT OF TRANSPORTATION I ___ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REV. 9/1 201.04 2016 ROAD & BRIDGE STANDARDS NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND 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 1O OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB MD GUTTER IS USED, THE STANDARD ENTRANCE CUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" R 2. �_5� V R 1 a" T,m o T - - - - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A T' 2•-C' MIN. DEPTH OF T• IS MAINTAINED COMBINATION 4" CURB & GUTTER VIRGINIA DEQARTMENT OF TRANSQORTATION 105 502 4n�D"CZchocki I� Lie. No. 53741 !//2jtt M E CD M O N Vi N C > E a E uJ I_ w w Q LL VO 3 p U.0 wO `m ^H YLIM LM ¢�� U00 Z -n O a > o ry CO Nu w v 30 =X (n k: Bn i ry W Z US .0 ry w > Lu 0 0 0 U U U CD U-1 F- OOV a a CL O Z a 111 Lu III o � O O O = �V TV E a Z U M DATE > Q 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. �. 0 06 O 1�1 0 T\ V , U 10C O > J_ W 2c: W ' G W J co 1 I Q 06 LL V) V) G/'z O O Z li O O 2 O U) JOB NO. 47036 SHEET NO. C1.2 6 5 a 2 C O 0 L 3 a v 0 O X G EZ 20 o 2 C 2 N E O a C N D_L 0 O x 0 (D 3In Z m OB � a ~ 0 o« n 0 m 2 Y � a0i X 0 O 12 O O E `o 0 o o � a � �a 10 a 0 o � ur O m �o nE ON F E e' ,d� a 16' MIN. TTI I VANGNUT LOCKING, ASSEMBLY 12' MIN. 44` MIN. ..`4 .: a w 37" MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-7B W-15 - VALVE BOX 4" DIAMETER BRANCH AND VALVE M.J. PLUG 4' VARIES WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP i LUBRICATE ALL THREADS THRUST BLOCK 'o METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A,") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-B AIR RELEASE VAD BRASS OR BRONZE PIPE SOLID CEPAEN T BLOCKS COPPER" SOFT STOP GRADE GATE .k�1 �I14 STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 VARIES BOX TO METER BOX (SEE FIG. W-60 THRU W--7E). •' VARIES \ 2- COPPER WATER MAI M.J. FITTING \\\\ 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. " SERVICE LINE TO CONNECT AT MAIN WITH X"x4"TEE. • REFER TO FIG. W-3 FORTH RUST BLOCK DETAILS ON TEE. REFERTOFIG.W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. " NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. " USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TEI2 COVER LIFT NOTCH 12 3/8" r WATER CAST IRON LID d NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TDTD13 METER SIZE DIMENSIf1N A DIMENSION B DIMENSION C 1 1/2' 3'1' 5'0' 318, 2' 3'1' SM.318, 3' 5' 4' 5' MIN. 12, MIN,61 MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. B DOOR HINGES r----- - - - - -----7 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 rD_14 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 1LUMINLIM ACCESS HATCH NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- MLLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270) 18'-22" ALVE BO 7 CU. FT. #68 STONE 42"MIN e' GATE •�.1 VALVE . TTEEEX B" 'S P.S.I. CONCRETE BASE AND THRUST ; S•'•;i �: BLOC BLOCK AGAINST ' UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 z N a TD-8 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE �� ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID u I-1 M.J. GATE VALVE WATERM..2'x E 2.500 P.S.I. CONCRETE 2'BEARING AREA. THRUST BLOCK NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 V =PBERM 8 3/4' MALE PON: OR APPROVED EQUAL NOID SREATEO FlTTWCS DUAL SERVICE SINGLE SERVICE 1) SADDLES SNALL BE USED ON PVC PIPE. ® / FOR USE ON ATTACHED SINGE FAMILY / RESOENDAISERVICESSVIS:S OR DUAL RESIDENTIAL AND IRRIGATION SEANCES. 2' "-lMPRESSMIN 8 3/4' MALE PIPE COUPUW PPROVED EQUAL DR USE ON DETACHED SINGLE FAMILY U SDENTIAL SERVICE WHERE AN IRRIGATION NFTER IS NOT PROVIDED. GBT IBM UD ''"'m"'" MADE 1M- MIN. COPPERSE RII 1/8 BEND =P NB-\ f- ps•`P METER CORPORARON STOP �1�f�%�. t � C�` NARY ��A�. SAW W BIsT UNDER '•h A• •' W r GAEEIFR GRAN PM Ir BBf AW 9ETID1 (2 MINIMUM iMCENESB) LONG ME POCKET. MT :•E!,:!°4�f4�N'.h!uaivs;k�",S.i. SPED 503, N0. 57 AOBE6AlE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A IDID=10 - 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. 6" 1 ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND SIZE A B C D E F 4" - e V-9 2'-3 r-8 1'- 2'-0' 1 1/4' B" Z-J 3'-0 2'-6' 1'-I 1 4' 11 1/c 10' 2'- S-0 2" tr r- ,'-3 r-D r-3^ 3'-6 r 16' S-B V-6" S-3' S-0' 4" - 8 r-6 3'-0 r-e' 1' R. 3'- W. 2'-g r-6' 3'-r" 2" 22 1/2' 1a- 2'- 3'-9 2' Ir -3 4'- r 16" 5'-0 Y-6 3'-S 4'-0 6'- 2 1/2' 4" - 8 V- 6'-0 3' :D" 3'- 3'- 2 14' 6' S'-8 8'-8 3'-0' 3'-e" 3'-B' 2 1 q' 48• 10' ' 5'- 2 1 4" 6'-O 5'-B" 2 1/r IB" 8'-6 11'-0 Y-B" 8'-13 7'-3' 2 Ile 3" THREAD 1 NOMINAL AL INSIDE DIAMETER EXTRA STRONG STEEL PIPE B 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 I� Top View 4 6" MINIMUM 4' MINIMUM 1TI e 4" MINIMUM d e d .. o .d NOTE: RESTRAINED JOINT FITTINGS. FSide View 42Minimum 95Xtred°. d Steel Beam, (min. size) .° 3' min. penetration into undisturbed 45' soil or as approved by the c ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 ASTM A36 AND HEX NUT AMU A588 (GYP) UNDISTURBED EARTH /- LINOISTURBED 2 - 3/4" DM / SOIL (TYP) ALL-THRFAD ): �•N: WATER MAIN VALVE " 3 24'MIN UNDISTURBED EARn1 Elm CLASS A-3 CONCRETE B" ELEIMON UNDISTURBED SEMON NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION. THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-30 TDTD-66 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES _Uy*�I I 10,E 5' 111 1 1 1 5' I 1 F V WATER SEWER 3 A 0 0 K t_ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER B, SEWER 30' MINIMUM Bt SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 4111110 INITIAL BACKFILL eza INe" MIN MIN. MIN. MIN. _ 6" BEDDING :5y'F - #CHI STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 I INITIAL BACKFILL a I UNSTABLE B" e" B" e' SOIL MIN. MIN MIN #68 STONE Fiti• - GRANULAR FILL AS •. :+t3 1 APPROVED BY ACSA \ 5T CI(� STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 I� SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. FE OU•YO• BEND L H T L H I T 90 2.50 2.50 3.01 0.24 4' & 6" 45 2.00 2.25 1 2.60 0.15 200 2.25 2.5D 0.15 221/2 1.50 200 2.52 0.10 11 1/4 1.50 200 2.50 0.10 90 3.86 3.16 3.21 0.48 45 2.66 2.66 2.77 0.28 8" 221/2 1.66 2.15 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 216 2.67 0.13 90 4,83 3.83 3.42 0.83 E811 45 3.33 3.58 2.95 0.4,3 3.63 4.00 2B3 0,52 221/2 2.33 2.58 286 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 n & Cichocki U lie. No. 53741 o 0a�� `SSIONAL i oSfo ME 0 � o N � N C E w a E Q fi tj 0 C) U. W 0 m6 [C Lu L M d_j U00 Z - LO O ON in CL N LD Iu N� a w 3: 0 n x (n LU i c N Z UD = U > O F 0N i QQ() M LU U U U H > > Z) OOV � Z a a a O a Q. O O O H > U 1 p O O Q = Q 1 rN k6% ry M U V � CN a rn o z 0 - DATE > 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE • N.A. 06 0 T� 0 V , V) 0 > J a LLLJ LI LU 0��(( Q 06 Uj O W G/' 0 O Z 7 I� 0 0 0 2 (0 V / JOB NO. 47036 SHEET NO. C1.3 c 5 ai c 0 ro 0 3 a. 0 a0 o O n0 12Z 20 o 2 C m "- E 0 C, c m o- Oc C7 3 Z Z m O 22 H m o n d m 2 Y 2~° X C 0.0 tN 16 m c c Eo 0 m 06 a c �a As .0 0 m o m� a N C m o c 0 m nE E H L OF SEWER SERVICE LATERAL CONNECTION NOTES: �� 1. WHERE SERVICE CONNECTS TO A .�111 THE SERVICE LATERAL SHALL AND NOpINVERTRELEVATIONF FORAL s 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. Z TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED .a ryan D. Cichocld TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL P DROP MANHOLE PVC CROSS FA ? lk No. 53741 � BE CONNECTED USING A PIPE SADDLE. 2. USE APPROVED FLEXIBLE RUBBER 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q PER FOOT r HOOT. �p� (1/4" ) y+ 3000 PSI CONC. BASE S �1 SIONAL R ROADWAY R 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2'_ MIN DIAMETER OF 4". s 6' OASKETED u STOP COUPLING BENCH SLOPED TO FLOW 7TOSiP 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER o 27' CHANNEL 1/4" 1' MIN R 3 FEET. DROP PIPE PIPE STRAPS I SALT TREATED " (STAINLESS STEED _e�1-: '. ^ '�' p SPACED EVERY .�� 2' VERTICALLY ,' " \ M E FINISHED GROUND MARKER ` a 90' RESTRAINED BEND �';x�` '!","' /�"` W YW ' - BRANCH a O = PAVEMENT m INFLSEWUENT 12 r- -� I 1 > E v PIPE yam.*•. •°>. HW N3 42' MIN. I •:' a .o•A <•' SEWER PIPE - tt q ` 2„ Q o W COATED STEEL BAND R STAINLESS 0,25' MIN. THICKNESS STEEL CASING INSULATORS PLAN d it O L 42' MIN. STEEL CASING I 112" BOTH ENDSFILL W < � U m z ten` PLUG END OF PROFILE wJy-n O d I SERVICE LATERAL MAIN LINE4545'WO- MIN. 6' BEDDING WITH NO. 68 STONE W 1.HEIGHTOFTHEVERTICALDROPPIPEWILLBEDETERMINEDBYTHEACSA,BUTSHALLNOTBELESSTHANTWO FLEXIBLE CONNECTION N��'p 7' OR 8' OR 8' 2'-0'2 -o L21 FEET WITH STAINLESS STEEL ALL CONNECTIONS TO cn x2'-0' a _j a2. T7. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO BAND EXISTING MANHOLES SHALL of W ai `i p cnIn(0 UCTILESECTION IRON PIPE 18' OR 20' JOINT OF D.I. I THE DROP FITTING WITH STANDARD GASKET101NT. I;, BE CORED AND A FLEXIBLE " " N 2 v N z z Z Z ESTRAINED JOINTS) 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF CONNECTION BOOT I _ u ¢' O LU Uj UJ STAINLESS STEEL. INSTALLED (7 NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF $ ry > O O O PAVEMENT. WHICHEVER IS GREATER. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT w w U U U 2. ENDS OF CASING CAN BE SEALED USING A PULL-DN END SEAL GASKET IN LIEU OF CONCRETE FILL. IN LINE WYE-TEE TO SPRING LINE OF MANHOLE INVERT. 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPDINT L]F PIPE JOINT. PLAN S.DROPCONNECTIONDISC14ARGEFITTINGSHALLBEORIENTEDAT45DEGREES,INTOTHEFLOW. TYPICAL MANHOLE PLAN > 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT B0 DEGREES FROM THE ACCESS STEPS. C) O C)7. WATER VARIES MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR SHOWING BRANCH TIE - I N TYPICAL STEEL SLEEVE INSTALLATION R TWO B" DIAMETER DROP CONNECTIONS. W W W UNDER ROADWAYS Z SEWER SERVICE LATERAL CONNECTION STANDARD INTERNAL DROP CONNECTION NTS o w wI_ w N.T.S � I� I_ N.T.S. N.T.S. FIG. W-10 - FIG. S-I-B (D O O O O FIG. S-2 FIG. S-1-C2 0 Q. a. j TD-33 TD-30 TD-27 = H ry w o 0 0 w L1J ryryry� M S U Q 0 N ry ry Q FRAME & COVER JplE o DATE mg' FRAME & COVER SEE (SEE FIG. S-I-D,E) UI j AINING BACKFlLL SHALL 6 g g FIG. S-I-D, E STREET SURFACE OR STREET SURFACE OR O 1/18/2021 CONTAIN ROCK MATERIAL ER THAN 5" IN ANY �8 ii NON -PAVED AREA SLOPED AREA NON -PAVED AREA } OzcwN BY �a SLOPED AREA ' NSION VHAUNCHING EVBI Ha r ,'' a..',.. � V-0" MA% 2'-O° RUBBERCp PORTED STEEL STEPS e 1'-0" MAX C. GAYNER TIAL BACKFlLL* " DESIGNED BY GAYNER LIFTS) EMBTHOROUGHLY COMPACTED BY HANG OR APPROVED SPRIOPIPEMECHANICAL TAMPER _ z -L Esx E $ E o $. If PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS e R APPROVED EquALC. 2'-O" • UNCHING�`b w w yy D RUBBER COATED STEEL 3'-0" MIN CHECKED BY NO. 68 70 rc o 3'-0" MIN THE DROP CONNECTION SHALL BE STEPS CAST IN PLACE BEDDING 6" max 4" min s". LU 'aa 2 �8 o s 6 -� -z DUCTILE IRON PIPE (CLASS 50) p LlA(A 16)1 5" I �TAMPERS PRECAST REINFORCED • FOUNDATION SHALL BE ( REQUIRED " E E- E COMPABACKFCTED Y6HAND OR 12 MINA• BACKFILLED WITH SELF -COMPACTING "0" RIINGESEALSONS * 16" MAX B. CICHOCKI E WHEN SOIL E E 18" MAX STONE. MINIMUM ELEVATION T • CONDITIONS ARE UNSTABLE c ALL PIPE) 5" DIFFERENCE ACROSS M.H. 5" 4'-0" �F it E p MINIMUM ELEVATON DIFFERENCE 12"MIN 12-MIN FROM INLET TO OUTLET E m� �io8 A .' ACROSS M.H. FROM INLET TO VARIE . A SHALL BE 0.20 FEET. ' OUTLET SHALL BE 0.20 FEET CONCRETE VARIES • A FILLETED INVERT FOR A SMOOTH DEPTH OF FLOW FILLETS CHANNEL TO BE • .'" TRANSITION OF FLOW BETWEEN 3/4 DIAMETER OF NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE O :f: INLET & OULET PIPE SHALL BE t2 �, tr: ;. ::.'. ,g ",!Q (? PROVIDED, CONTRIBUTING ---- TT SEWER. n ' ° • 12 J TI BACKFILLED ENTIRELY WITH N0. 21A FT A FILLETED INVERT FOR A SMOO • '•A J STONE. 1-1 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED z 3/4 DIA OF LARGEST PIPE IN MANHOLE TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' !Kg - ore o"., "F . E E A? cD MIN. 6" BEDDING WITH N0. 68 STONE PROVIDED. 6" BEDDING MIN 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" m?6 $A ;at ai NOTES: NOTE : W/ NO. 68 STONE 06 BEDDING OF NO. 68 STONE " ^nwu %toO' N`r' "'� 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE IE SPECIFICALLY DETERMINED BY THE CONSULTANT FORTHE 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 O O O 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. EXTENDED OR NON -EXTENDED BASES. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED DESIGN ON SEWERS NTH STEEP SLOPES. INSIDE AND OUT. TYPICAL SEWER PIPE TYPICAL MANHOLE SECTION � INSTALLATION IN TRENCH TYPICAL MANHOLE FRAME & COVER BRANCH TIE-IN TYPICAL MANHOLE WITH DROP CONNECTION SHOWING N.T.S , ^ NTS FIG s-I-D N.T.S v , FIG. S-3 NTS FIG. S-I-A TD-31 FIG. S-I-C � ( , TD-34 TD-25 ]D_28 � V PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE O WITH PART V. SECTION G OF THESE SPECIFICATIONS > J LL J SLOPED AREA RUBBER COATED STEEL STEPS .;y�`. CAST IN PLACE FRAME &COVER +' ` 4' Q w ( a (r:;mt at 1wn t tom• 2] 1 DN tz °°LT (� � [�9mm1 [3emm] zs 1/v DR 7' SEE FIG. S-I-D. E PRECAST REINFORCED CONCRETE SET CO DOGHOUSE BLOCKS ".A SEXISTING EWER PIPENITARY m Q [ggTmml [t7emm] zt' I I- IBObmm]"i SECTIONS WITH 0" RING SEALS OR APPROVED EQUAL 2'-0" 1'-0' MAX 'e DOGHOUSE OPENING SHALL. Aa" BE PREFORMED BY , , MIN. 12" CLEARANCE MANUFACTURER R - 'r ' BETWEEN EXISTING PIPE SAW CUT TO FlT PIPE ...i •� AND STONE BEDDING � Q LL O �x W `^ vJ OUTSIDE DIAMATER PLUS 6". W W �_ bzzmm] I Itsmm] A FITTING MAY BE REQUIRED p WITH ACSA APPROVAL 12" THICK VDOT Ul p o sc OlA a 2e' [8�3/16, . 68 STONE BEDDING i 1/2' FRAME CTION �� [36mm] Be; a 6"xB"x16" AND 4"z8"x18" ` SOLID CONCRETE BLOCKS OQ L2OTm] a• (s1i.0 mtm"s mm s Kim" THE DROP CONNECTION SHALL BE 3'-0" MIN a DUCTILE IRON PIPE. (CLASS 5oa CENTER W/RISER WALL (4 EACH) - DOGHOUSE MANHOLE BASE G BACKFILLED IN 6" YERS N Iam,g N1 A 31/e' 1. I P' RY rM (13.]"1 a 22 13/16" Lt - ° 5, COMPACTED BY HAND TAMPERS R j BACKFILLED WITH SELF -COMPACTING FILL DOGHOUSE OPENING 2 1/6' 3 13/15, [07-1 [676mm] Jam_ STONE. 12 MIN MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN DAmm 0 215 s 11 16. 1 3A. [635mm] [35mm] 9/16' O.D. OF OKT GROOVE eWt wu [77mm] [i4mm] SECTION vleN t/4- (g„�1 pw 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO 5' � e 'e OUTLET SHALL BE 0.20 FEET WITH 3,000 PSI CONCRETE ON FIGURE S-i-A OR NON -SHRINKING GROUT Q w r NEOPRENE r KET 12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH (2) WOM 1/te x 5/8 x 1 1/2 $ EL (y mRD WO- µ t s e" °" � 00A°1096 E W PrAmNse [smm II / p0 eLr tD1c s/g-ttx3 t/s se VARIE Q TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE ALLOW CONRETE WRAP EXISTING PIPE WITH O 2AW (stmm PART/ Dmet2so V2" MEW t t/a- (zemm) Du Bass [&1Yi' [13m 33 Du. sTANLES9 s7ESL RDo Mama tM ,,� PROVIDED. �` FITTING DIMENSIIXd VARIES WITH SLOPE. TO FLOW A MIN. 1'-0" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING O PITA03AR a LOCK -LAG HOLE DETaL NOIE3 NNF INI S/6-11 711 Nllx PARR/ 0D 12M ' A:. 12u "� ..' �,• � .. � � � °• , ®, NEOPRENE SECURED BY 2 NON - STRAPS, 1 ON EACH SIDE R OPENING 1. ALL MMHOIES W 1Do YEAR FLOMPLAN M LOCATED N AREAS 51 UoT TO FUo=O SlW HAZE WATMIGHT FRAME e: COYFIL 2 ALIERNADVE OF516N FOR WATFRTIp1T CO, W WIIL BE CONSIDDRD. W f Nx AW 5/9-11 Dt s. colsXs sxALL eE FARED TD FRAM6 NTn LDaoW LOGS OR SU IAR ASSEMBLY. PART/ 00Bp1�B 3/4 DIA OF LARGEST TYPICAL WATERTIGHT P `°`K D'° PIPE IN MANHOLE 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE ASSEMBLY MANHOLE FRAME &COVER LOCK LUG ASSEMBLY MIN. V BEDDING WITH NO. 68 STONE FOUNDATION SECTION VIEW N.T.S FIGS-4E NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE NOTES: 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, LION 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" ' ^ 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 JOB NO. WITH STEEP INCOMING SLOPE SHOWING "DOGHOUSE" INSTALLATION 47036 NTS N.T.S FIG. S-1-Cl FIG. S-1-Al SHEET NO. C1.4 TD-29 TD_28 L L \ �r 1 BLOCK 4 **4111w . •MM r' -X4, os, F "o �02 a i BRUCE 1.. STRICN M JR'Z Go. No. 066612 o� 12 171202;i r r� � _�f a✓ ea w °dE Ile Z a Q �Ir Lyr4GNgURG R� n� p u I z W i M ��...01-� a `sf-a �- N `-/®3 O 1n LL UI ��oa = c _ a wooN O � I 9 .�- cm (AA 1 ce yH-2 F ti E F iJ 2 is � BLOCK 12 �it ` e BLOCK 11 $ DV o ^ N r BLOCK 9 p W o 0 BLOCKu a�� 1 ¢ N - G �> DATE P 6 J-31 a� a a -/ D 10130119 DRAWN BY BLOCK 10 H-5 J 6 J 5 �5. HARVEY \.\ P-g _ - �' !' 4 ®i / DESIGNED BY _ .. I I in 1 1 d , _ t •• S. HARVEY I� q, I \ �a i °` y �` N I g CHECKED BY 1� f. 7 8. STRICKLAND J-T L 1 9 I W. 4� o yp a �, — — — — — �'m " � a�'q ! � '\ � . • SCALE x Y 1i �� , • At �y 9 510 t[3 �� O BLOCK\8.,* / H-6-` ' Li Li t \��-- 1 if••. %.� Olin! ®'�,, �'� '�„ �` '` _l ® ®A'°�\ \ z' ! \ .., ?" r S \� J 8 \` / a _ L OY1�H® I } s gd f= ON DRIVE12 / (n Q 6 " WHARr FUTURE / ✓ - —, (,p z >- RESIDENTIAL V % III I �� R' W a - UNITS / r \, ��I I �- Q s uj 10 r d y Br: wv � \' ;''I I 2 ,��I 6 �" a c+, yF"_a 9g� �Or IA,P�®,s ° _ %; ��\� ✓'" f �F "`\®\ 1 °"- O V r a F� e �/ a 1, 1 °\ a t 9 tt l r ea<; P 27� ,1, �� ,,,n� r \ `er° O 1�d W Z 8 I H-11 BLOCK 5 A y �\ C�%�.�` 0 0= g a Jay F / O L V ! v \ \JQ \ ✓✓i✓\ ��°` ,f,..f� �� '� � z f BLOCK 7 ' O a \v `� ` �- a ri Y O WE LEGEND u NEW PIPE 40919 — ® EXISTING PIPE SHEET NO. o Nx r r AryanD. Cichocki 'Z Lie. No. 53741 :SS'InhTAI. � VZ 5(.0 N z 0 f f LIJ ry N N � ti O ti DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. Tai iii 66 O Tai O w ~ � .1 Q LL Q Q W cc rl aLL J o LL W r w O U M O O T� i O Li 0 c 5 a N L PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. AM JOB NO. 47036 SHEET NO. C1.5 L t b N M • 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 LYN HBUR ROAD AND HICKORY STREET. THE AVAILABLE FLOW CURVE IS C G SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER MODEL LAYOUT. THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS. FLOW DEMAND CRITERIA •. .VERAGE DAILY DEMANDS: • RESIDENTIAL UNITS: • ••• DURATIONFLOW THOURS 4 SPD /UNIT see AVERAGE DAILY DEMAND = 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK •• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT •• BLOCK3: ••• RESIDENTIAL UNITS = 22 000 AVERAGE DAILY DEMAND = 4.13 GPM AT J-11 • : BLOCK 4: .• ... RESIDENTIAL UNITS = 10 AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 as BLOCK5: •00 RESIDENTIAL UNITS = 71 ••• AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 as .. BLOCK 6: RESIDENTIAL UNITS be 6 ... AVERAGE DAILY DEMAND = 1.13 GPM AT J-11 as : BLOCK 7: .. RESIDENTIAL UNITS = 6 see AVERAGE DAILY DEMAND = 1.13 GPM AT J-14 •• BLOCK ••• RESIDENTIAL UNITS = 5 AVERAGE DAILY DEMAND or 0.94 GPM AT J-8 •• BLOCKS 9-11: • .0MIDAPARTMENTS FLOW FACTOR 60270 GPD I UNIT 0000 TOTAL DEMAND = 18,630 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 12,94 GPM ••• TOWNHOMES = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT ease TOTAL DEMAND = 8,640 GPD •e•• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 6.00 GPM ••• STUDIO APARTMENTS = 32 UNITS FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD ..a• DURATION = 24 HOURS 0000 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: • .0ONE B OW FACTOR ID270 GPD I - 15 UNIT .0 •••• TOTAL DEMAND = 4,050 GPD 0000 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 KIICHEN5,000SIF 19GPMATJ-2 • COMMERCIAL •••• FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD .••• DURATION = 12 HOURS •• 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 .xi FLOW FACTOR = 175 GPD / 1,000 SF .••e TOTAL DEMAND = 560 GPD •••• 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. Q se 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 Curye for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street HYDRANT FLOW TEST Test Date. 12/19/2019 Test Tl e�100oa.m. Static Pressure 62 PSI ft', Residual Psure'. 59 PSI S•° y, Observed Flow: 1,313 GPM a � N GI 1 Note: ow test results were provided 50 - 4 by Albemarle County Service Authority, +c 4 5. rflbeervied Flow ` to, .Projected Fit- 20 DISCINMER: The flow test results are based upon information gathered at the time the test was Performed. The 10 variability of the water system due to changes in usage demand and operating conditions precludes guarantee that expectations regarding available pressures and flows will be exacting Projected flow beyond the observed flow is on IV an estimation. D 0 1,000 2,000 3.000 4,000 5,000 6,000 ".Rem - cy Rydram n5.nd. onn.miP 4 �x RarN5•Mw.ACz&0wm z Ili "�� -- �a Rotln S•Mo. VaMb O.n.bm �, x•4 ♦ i. s.w,o. Prbm o+,Wnmp �' � : 6t•tIC Residual Mydrmt + •csA ni. un. m 4 tit '� AWabr Mal. i 1 I LPN ivD` d I 203 1203 Parable wmr i ti-• I P Q' IL - Flory Hydrant e p Is V 9N 4Vo •T Yw'Yn FwP8b4mS F I s, mw Alhenale Comfy ��- , , wr,=•.•- Service Auth6rity •m.a _....m.r. v.amw,�Dmy,f CwaYJA�'a-n° -. ra. 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 1 460.2 448.5 442.8 1 433.0 441.1 453.0 452.3 STATIC 66-9 66.2 65-4 66.7 76-3 787 82.2 86-5 877 89.3 91-0 87-8 86.1 80-6 78.5 81.2 83.0 62-0 664 65.9 72-9 79.2 842 86.7 91.0 87-5 82-3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65.2 66.5 76A 78.4 81.9 86.2 87.4 89.0 90.7 87.4 85.8 80.3 78.2 80.9 82.7 61.9 66.3 65.8 72.7 79.0 84.0 86.4 90.7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MOD) 66.6 65.9 65.0 66.3 75.7 7&0 81.4 85.7 86.9 88.4 90.1 86.9 85.2 79.7 77.6 80.3 82.2 61.7 66.0 65.5 72.4 78.5 83A 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND (PHD) 66.3 65.4 64.5 65.7 74.9 7T1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61.4 65.6 65.0 71.6 77.6 82.4 84.8 89.0 85.5 80.3 80.6 PHD + ISO DEMAND 48.9 45.0 39.8 41.0 50A 523 55.7 59.9 61.0 626 64.3 61.0 %4 53.8 51.7 54.4 56.3 48.0 45.9 40.0 46.0 52.8 5T6 60.0 64.2 60.1 55.6 - ._559 AVAILABLE FIRE FLOW (GPM) PIPE REPORT LABEL LENGTH (FT) DIA (INr)i- P-1 409 12 P-2 246 12 _ P-3 30 12 P4 178 12 P-5 26 12 P-6 124 8 P-7 290 8 P-8 166 8 P-9 167 �l P-10 39 BI - P-11 238 P-12 165 P-13 183 P-14 14 P-15 80 P-16 142 J P-17 158 P-18 55 P-19 159 P-20 14 P-21 64 -1 8 P-22 182 8 P-23 85 8 P-24 124 8 1 P-25 164 8 P-26 87 8 P-27 241 8 P-28 299. 8 • Hydrant Flow Date Oat Serv"Avfh6 12/20/2010/2019 Test Report Location OLD LYNCHBURG RD ®2 Aa n ® Date and Time of Test 12/19/2019 !O:OO:OOAM ® a ' ` n as Minutes of Flow 2 a m@ •a � ® n � >o a Ry ©•mti a -' Pipe Size (inches) 12 a ry` a • n n•..® e® u Pressure Hydrant 12032: my e ® awn Static Pressure (psi) 62� -°� ° ir l0 v v ° soaa P n e'er" e Residual Pressure (psi) 59 � v - Q20 Looped Q20 Multiple lnlire Hydrants Q20 Single Flow Sprinkler Test Single Flow �bS Lf, IrP Flow Hydrant Ml 12030 Pitot Pressure gl (psi) 62 Yellowl >I Test Flow1 1313 n Flow Hydrant g2 Pitot Pressures ■2(psi) Yellow Test Flow Flow Hydrant g3 First Pressure #3(psl) Yell"3 Test Flow3 0 _t„a ng Total Estimated Flow (gpm) 1313 og a a 11 ° a w` e e'o a no AWWA Q20 Calculation(gpm) g] a • ® •ma 0. 9q`®-•-d°.n 2nge gn - Comments Hydrants opened all the way. One pump running at Mosby a� a®° .P res b - Mountain pump station u d n a Pravwwo..n ° a (� aaan ea oIs- ,3 a.w a u i Estimated Consumption (Rai) 2626 .. Ell 'v � Fo, uR I.rwa,e , 9c°sa c Signature Tester of • a a Q an b .. Ir is i ®®¢°& d '7Va °o `2b °gy �o ^'LO a s'ta`j a m :0°P®� a ® _- • ypC�r . • s •c° a aI* a s - ea e- o � a a ar. this"ao- e • _aa 4•� n Fix a,.n,°yea o° °, �-I o �- mP a e - ®® g ae . . oa"�a. BRUCB T. STRICKIM IR Lic. No. 056612 H H Q 0 DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY SCALE N. T. S. V P6 Q J as I --of Z LU w t I M laaaaaas V I --I • e W a > Q a w z in O 2 p LU U m JW m J w<Z) > Of v a w Z Q 'Cr 0�} y w U 20 o 2 c W be L a $ O> 0on = 3 m W O L/ Z LLI F- m 'oE i or Q c 5 0 2 n a3 m c - w m co t O •N w \J E a n Ts w 80 a /os rvo. 0 la V 40919 =15 in 2 SHEET NO, a o C9.1 m Aryan i D. Cichocld 1k. No. 53741 1/!2/a il am O ce t7 N Z 0 f f Z O K U (n O O LLJ LL! LL! w U U U > j � O 0 O W W W Z � a C1_ a IU O O O DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE N.A. V � i U O' < W LL Q Q t LU cc J O �ea-I Q J LL LU O LL (r mow/ f v / Z 1[I Q O LL T U i 0 O O T� i O V/ L JOB NO. 47036 SHEET NO. l AryanD. Cichocla Z U lk. No. 53741 a� 1/! 21t 12 12 PRE-ENGINEERED WOOD O 71 17 ROOF TRUSSES BY C3� MEAN ROOF HEIGHT MANUFACTURER @ 24" O.C. S SIONAL Y?oSt� INSULATION SEE SPECS o 0 HEEL HEIGHT rn U EAVE N _ _ F P T --------- > E HEIGHT WINDOW H.H._ __ —_ __ _—_ _ _____ —_____ __ _______—_— w ai W 3 Q LL o W L " o BEDROOM 3 CL. BATH MASTER W.I.C. MASTER BATH J U m d Z w J —U1 O 7 Z H y CK SECOND FLOOR ~ "9 X Q N Q U U7 Uj - -- - - —-— Of Q M TOP OF PLATE ___ _ 2 N U Z Ijj WINDOW H.H. _ _—___— — ~ c �^ O 0 O N v w 0 U 0 U 0 U Z KITCHEN DINING FAMILY ROOM c� U) Zaaa D FIRST FLOOR _ _ _ _ _ a O I N h N TOP OF PLATE L7 Q CL 4 6- WINDOW H.H. _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ _ _ _ _ _ ti rN ti ti ti N � 19'-8" w p N O N p N rN w S Q N U N M m GARAGE MECH. CL. STUDY / OPT. U z 0 N N BEDROOM o U) DATE TYPICAL GARAGE SLAB FLOOR CONSTRUCTION: j 4" CONC SLAB ON GRADE W/6"X6" #1.4/1.4 ON 6 MIL POLY VAPOR BARRIER ON 4" GRAVEL FILL Of 111812021 TOP OF SLAB SLQFE-- O DRAWN BY CONC. FTNG.(SEE STRUCTURE) - m 4CONc. SLAB W16x6xw1.4xi.4 4" PERF. DRAIN TILE C. GAYNER W.W.F ON 6 MIL POLYETHYLENE VAPOR BARRIER ON 4" CRUSHED STONE • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 1M�/ 12 PRE-ENGINEERED WOOD 7 ROOF TRUSSES BY W MEAN ROOF HEIGHT MANUFACTURER @ 24" O.C. O INSULATION SEE SPECS HEEL HEIGHT v/�, W HEIGHT - — - — - 0 WINDOW H.H.__ �■ V� TO 1 m U ao BEDROOM 3 CL. BATH W.I.C. MASTER BEDROOM >Z O > SECOND FLOOR _ J N TOP OF PLATE Q U) wWINDOW H.H. - - - - - - _ - - - - - - __ _ ' W Z O q JJ m O l� Q z KITCHEN GREAT ROOM o Q a q N ' �wA■ zW i Q o W FIRST FLOOR N TOP OF PLATEz _ ^ z Q 0 0O GARAGE m MECH. REC. ROOM a m O 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�x1TI I WALL (SEE STRUCTURE) Ll T 3%slope = 9' _ CONC. FTNG.(SEE STRUCTURE) 14_4" i rn PERF. DRAIN TILE L r a' conic. sLAe wlsxsxwl.axL4 25-0" VAPOR BARRIERON4 CRUSHED STONE O JOB NO. BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. 47036 SHEET NO. C1.7 L �.''`� 1/1 14i Now� n y I r I OPEN - r-------------J I------------ — ---I I 1— — — — — — — — LT_ - - — — — — — — — — — — — — — — — J 2 SIDE ELEVATION 1 A2.1 1/4" = 1 -O^ T.O.WALL /1 1T-0" MIRATEC 5/4X4 CORNER BOARD, TYP. MIRATEC 5/4" X 4" WINDOW TRIM, TYP. LEVEL 2 9' HARDIE BOARD AND BATTEN OVER - 1" ZIP SYSTEM R-6 SHEATHING OVER 2 X 6 WOOD STUDS AT V-4" O.C. WITH R-21 MINIMUM BLOWN CELLULOSE (SILL SEALER GASKET AT SLAB) -BASEMENT LEVE__ -9'_0 ZI T.O. FOOTING _ -11' - 0 L m 911 IJ — — _ — �I— — — — — — — — — — J J— — — — — — — — — — — — 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'-0" 0 4'-0' 8 -01, 12 of BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. Aryan r � D. Cicshocld H Lic. No. 53741 a� ftue M E O O U N � N C > E Lu y Q LL o 3 0 i n W of 2 f0 y U m z N — n O v z H CK H U Q O N Q ( n u uj 0 Q O 2 ry z o ^ N w U U U � M 0� 00 O O O Z a a a O a ti O O O x o rN N w p 0 0 w W N N N S Q N N M ti Q �np�ti z O O U) DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N.A. 1� 06 0 U) 0 U) L W 2 ce 0 U � J' Qw EDJ 1 ' 2: V J CO rl Q 0 LL Lu O ~ W J O w U Z 0 0 7D 0 °° T� i 0 V/ JOB NO. 47036 SHEET NO. C1.8 76 c a ro N C L LEGEND -` _ _ _''/ - - - - -- / /// \�\� \ \ \ LEGEND --- ---- i////\\ \` \ \O 4n�&'Cichocki -Z� INCOME I- •110 No. 53741- I- • II• d •I -/ /f� � �irTt�ti r�'� • • - II ,� ��G�•��1��,--- `, �" ,. /> � x _ � 'VL �_/%�/� //f � - � ri -`Z . `i►' � ;g_� ��s,91=� ��...%�.-:�...T" -�tC v^�►��' !`�.•ti•a-� —'- _ .,> c s • - - - - '��j;•��„� � �;;��i ��. • - .. 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T1 1THMCT I OORDM �— — UG /I NINN 1-7 _ I T IiTTERNUT _ _ _ 'ND�W TAR TAkY\\ \ \\I �_ \ \\�\ `\W.OAK\ \\ / / '/ I / / / f /`30 _ �' qq 1 EASEMENT(NP.1. �\� \\ \ \'' \I` I \ � \ � I ��\ • � �\ � � \ SKCAMORE \ �\ �� A /�1 �_ �\� \ � � ' � •' ` � / I � // `- � I - \ � � �' — �-sa,v_ U( \\I \I \ \ \ / �\ \\ 1 XT `I' \ I \\ h \ \ \ \ \\ i \ 1 J - - - \ \ I \ I / / I \ \ \ \ — -�_ UG P / 1 Y `III T� \�\ I �� `I \\ MAPLE \\ �D\\ \ \ 1 \I I�v� /\ / \\ \ � �} ' ❑ y / I�� i \ \ /%/ C ///� ////�'/ / i T i' �♦r /� / /l /��01 P— f� NP•O <�T / / I II -I \//V /' /�� /' �� 1 // rl/ \ // �� I \ \\ \1 \ IW \_- i------''��_ \�C'L\ ,�� / I/--I\\\\I\ v SCALE I"-50' /\V��/� I\ \� \ J - -- - -- _160, 610 AM z O a V LU 0 K-1 ti O uj LU uj En LU U UUU QL ti LU ti O O O F �� t] ry � DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY 8. CICHOCKI SCALE 1 "=50' TI rl 06 O TI WI a c J (f) z O U J O m LL 0 w 06 co 1� Q Z LL W ° 0 �z o T O Z i O IC) Z O Un O w 2 D O U) JOB NO. 47036 SHEET NO. C2.0 a z 0 ro 0 3 c a D a0 2 12Z 20 o � c �w E2 a c m a0 0 c � m O 3 zN o" � a F N o .t.. 2N n d m .Z Y �N X C d o 12 c 06 a c c !° �a 0 N 0 .n m 2 �N �o c 0 nE E F_ L D. Cichocki Iac. No. 53741 — \ i//ot �v HATC/-1ER CT _ / / / /�Gtic SSIONAL� °°/ ' °° 0°° I I I I / N f0 °U 0 \\\, -- _ �/ o rnE ^ Oo /Lu o ° ° ------------- -- —SEE SHEETS C3=. C3.7\, -UFp -____ o C4 SEE SHEETS C3.2, C3.5, 4.0, \ '_ b° Wo "o C4.11, C5.2, AND C5.ry a° \ C4.3, C4.9, C5.0, AND C5.3 Z °°i ° PARCELix /o O BLOCK 2 000-00-00-OOIAO �v O> WtiOa OwW ¢a w ° OK11 \OP°0 RLOTTESVILLE /° 0 /l a EIGHBORHOOILLC co r000v) 0//EL DISTRIC 75 PG. 06 BLOCK 12 � o 0M K O O� o °°� L ui aa a w tiOOa q�,M` ---\ J;1- --o_°f _ O _ -� -` - -= \/ �j - . 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GAYNER° o° l°° PARCEL DESIGNED BY-00-00-001DO T � I �ij /WOOD CHARLOTTESVILLELL\ l ll ° ° t ° J R2 RESIDEN TIA L C. GAYNER �� '1 00-00-00-001EO D83375 PG063 ° I� 1\41 CHECKED BY j � TT GHBORHOODMEL DISTRIC Y DB. 4773 PG. 328 B. 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GAYNER CHECKED BY 8, CICHOCKI SCALE 1"=100' 06 O 0) i U Q O < (0J M LLV I.. o Q Z w U) co /Q < LL V..� �: __3/ � < U W 2 > CL O 0 O O Ill- Z) O U) IOB NO. 47036 SHEET NO. C2.2 0 c 5 a w N_ 0 c > 0 Z6 m 3 m N e c. c m M' a m 0 a c m = m m r c O 0 = 3 c a v0 c0 .z 20 162 c 2 m_ g 0 m m a0 Oc 0 N 03 zN O m a F m `Of= 'o Ls Q § a m c' Z Y = m N X c 0.0 = = I' c I am. - ° U m 06 a c Nv 10 'a 0 m c m ..°3 m m m W 0 n8 ON = E __ L BISCUIT RUN p CENTERLINE Alt0 0 ° WPO BUFFER 0 0 0 .` Ip Alf �o r 0 0 0 o;I dof EX24"HDPEAPPROX LOC. ,0 N 0 �p o 0 0 0 / �0 0 0 / O O /p O o 9 / // 0 of o FEMA EFFECTIVE ° m ZONEA // / ° , o > FLOODPLAIN / p / p O o / 100YR FLOODPLAIN PER 0 ol p , 0 ° / / / LOMR CASE NO. 21-03-0029P0 ° 0 ° (UNDER REVIEVI# , ° 0 / ° ° �° / ° o d / 0 0 O 0 0 500YR FL OODPLAIN PER° ° A / LOMRCASEN0.21-03-00 P ° / (UNDERRE�EWO ) o °j 100YRFLOODWAYPER o° O ° o / 30' (MIN.) / LOMRCASENO. 21.03-V,59P , ° ° / TRAIL BUFFER (UNDER REVIEW) o , o� o o fro 0 / / OT SIGHTT 0 ° , 0 ° 0 0 / DISTAN9E / 0 0 , 0 0 � o / // EASEM T o / °0 ° oo�d / / ♦ / / Opp o- roo0 d O 0 / / ♦♦ / , //� �,♦ 0 0 0 o° MANAGED ° 0 STEEP SLOPES 0 o � p o ° (TYPICAL) oo� 0 0 / ° ° 0 ° 0 0 00o p 0 / 0 0 0 o�d�� / a 40 0 00 00 / 00 0 0 / / 13 00 ° ° � / / p / SEWEF 0 00 ° oo�dd,� / �O / // �' / / / EJECTO PU F ° ° °° ° 0 00 0 ° 0 ° a� / ��i" / CONDO #1 �° / / Q `Q ��/ / / / (8 UNITS) o 0�FOUNDATION ° ° / \ L / / / �/ / / DRAINS TIE TO / \ 7' STORM SEWER 0J / / 0 o / / / / 4" CLASS 53 DUCTILE 0 ° IRON FIRE LINE 4' X 8' CONCRETE PAD FOR (1) 16 DOOR ' CLUSTER MAILBOX & (1) 12 O DOOR CLUSTER MAILBOX. / COORDINATE WITH USP / ° / / / / / / 5' SETBACK 11 o ' 0 Duo / / / / / / / \'\,'•. ' ! / ° .1A \ �■ 30'(MIN.) ------------------- �\\ TRAIL BUFFER — — — — — — —— TH Q�1 \ \� \ \ i ■ �\ \ ■ GP ■— — — — — — — — — — � ryan D. Cichocki Z' -------------------------------- lie. No. 53741 a �_OHP--- ��i-----------� OFP-----OHP-- ��D —� OHP— j — OHP — / / / — — — \ � L - OHP— _ _ _ — — — \�ysIONAL O.H. ELECTRC TELE TV /0000�' .I� LINES E TRAIL BUFFER / / _ --- / / / / ' / �• / H W m 3 / o LL rl o J — / / / �• / ' O dA.i pN 6.25' o°DOQOo° cD uN+ i PEDESTRIAN ° ix °,, ae $5 a °. a'' OOoyolI o X N / CONNECTION #1 o 0 0 0 ce a w ----------- m-------- - -- O°�OQDOo�O° c a m KOKO O°o 0.1 ~> 0 0 / / /' / // • / / \\ "N ARKIN CG-7 CURB ALONG 20' 4' X 5' CONCRETE 888 DRIVEWAY PAD FOR (1) 16 DOOR FI E E" ENTRANCES. 40' CLUSTER MAILBOX O o°°O°oo°o > > > OHO°O°O°O°O O O O 10, 5' TRANSITIONS U U U EITHER SIDE. 8 TH - 20' 20' TYP. °° Off° O° a a a i 5'SETBACK ° ° ° O g ;059 F' I OT 1 LOT 21 LOT LOT 23 LOT 24 LOT 25 �; �O =o g w w w EN1TY $ CE T 8 LOT 20 ^ a EJECTO 350 SF 1350 SF 1350 SF 1690 SF x Q ¢ Q PUM \ - I 182 F 50 SF 1350 SF 1350 SF I I 0 a a a Ile102' 5' SETBAP w N ^N ^� N > W o N ry 'N CONDO #2 4 . ,, °/ / \ \ / 3 — — — — — eo I R3 4 �® 18 z n rn o ' (8 UNITS) \ / R3' p SAN SAN AN SAN 9 cn DATE R3' I > i 46.6' / \ / / 4 � 1/18/2021 LOT 72 0 ' 7020 SF 4" CLASS 53 DUCTILE 14 \\ R84 8„W "W 8" I R106' Sq r DRAWN BY IRON FIRE LINE i °a \ \6 G ❑ W C. GAYNER \ 1.5" WATER 7 RT DESIGNED BY 3' \ METER O PARK g \ 18' : '2'0': •- ' • \ . 17. C. GAYNER FIRS � � SIG \� FHA I O 18' • `�-9• ^'"''''/ ° ,: ."\.". I / CHECKED BY a / 2 \ \ I • B. CICHOCKI 6' 6 \ "NO PARKING P. ( • ' 20' TY 22' • AB D / R3' ; - \\ FIRE LANE" 36' COMBINED ( ' DIP SCALE TEE g t \ OPOILINDATI ACSA SEWER ( • 1 "=20' NATE \ \ \ )RAINS TIE T_ — — — - AND WATER — — — -4(} 5' SET AC — — — EMENT 12 4" GV \ I STORM SEWE EMEISf 7 TH - 22' 4' X 5' LOT 11 LOT 12 LOT 13 LT 44- LOT 15 LOT 1L I � PAD 1619 SF 24' » \ \\ \' 2354 SF 1780 6i82 SF 1591 SF 1599 S 177 SF CLUS LOT 1�0 \ ;� 8 e T ,r• 2W4 5F '� i . LET 26 / 8 y5�� 17 » »� - — J I ' S 2154 4' I � 22 \ _ -' 8„ LOT 9 � � 5' SETBACK 7� ° STOP AN I I MODIFIED CG-3 CURB. 1" HEIGHT 8" CLASS 53 5 TH - 22' AD NAM • DUCTILE IRON i ALONG DRIVEWAY ENTRANCES. 15' SIGN (TYP,) : WATERMAIN = F TRANSITIONS EITHER SIDE. 5 LOT�8 �,6'IO SF � � / TYPICAL ALONG SOUTH AND EAST //'� kv SIDE OF SWEETBAY STREET. V l 0 n„ rw \ -- � LOT 6— / -- - � r � MAX. 25' SETBACK 6„X4„ <{ AND WATER `J Q M I` NT J L w w SE W 8' 8 GV \\ J Q � T L FFER / / X 9; / co J / 2190 SAN 1� Q FH / ° L "NO PARKING FIRrF CANE" S N }O} i \ / 18' / SIGNS ,`.9, 6„ G \ ° z L / / /r . 6„ DIP �l \ X. \`` 25 N \ \ \ \ \\\ o / MANHOLE PROPOSED \ NOTES: O OP AND 6„ } 6' 22' / UNDER SOUTHWOOD 8" CLASS 52 1. MAILBOX LOCATIONS TO BR COORDINATED ^^ VILLAGE 1 DUCTILE IRON \ \ WITH THE POST MASTER. 13. Q a' C SDP202000048 r �WATERMAIN \ 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & J o / 6 C' / / 04 F ��Q' EASEMENT PLAN FOR INFORMATION ON Q 5,TH - 22 C\ MILL D OVERLAY \ PROPOSED EASEMENTS. FHA LOT 1, \ 8" WATER MAIN IN AC CE \ \ O 1611 SF � 3. ALL WATER/SEWER SERVICES CANNOT BE 0 / 2 O\: PROPOSED UNDER V T�SFD. WP-2 17.5' PRESCRIPTIVE � SOUTHWOOD � � � � � ESTABLISHED IN BLOCKS 9-11 UNTIL THE i / / EASEMENT 20, 5' S�$ACK Q\�P VILLAGE 1 / \ VILLAGE 1 INFRASTRUCTURE IS INSTALLED, O i�///� `` P. ! \ �Gp� SDP202000048 \a \ TESTED, AND ACCEPTED. / \ 13.92''': ) / T2 Q q d5 �I 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE 3 / / 16�0 OP�q ` gSrO A HANDRAIL, AS SHOWN ON SHEET C1.2. v 19.07 O NOPARKINp" 61�� ° 5.25' \' LOT1/ SIGN �05�Q 8"X8"T$& C \ 2129 SF 0P0 / \ INT IOR\ 5' 2 MODIFIED CG-3 CURB. 1" / LEGEND \ / / \ GA GE( ) 4 HEIGHT ALONG DRIVEWAY / CONCRETE SIDEWALK O \ 4" FOUNDATION 17.0 ENTRANCES. h / DRAIN TO 1 .77' 5' TRANSITIONS EITHER SIDE. s o / DAYLIGHT \ TYPICAL ALONG SOUTH AND j / // HEAVY DUTY CONCRETE EAST SIDE OF SWEETBAY / / LIGHT DUTY ASPHALT — STREET. 5.25' / j / / HEAVY DUTY ASPHALT �P�03 JOB NO. CLASS B TYPE II TRAIL SCALE 1"=20' 47036 SHEET NO. RUBBER KEY PLAN 0 2'0 40' C4.0 0 L N r 0 d L -•NOTES: • �� •_ . • \ , 1 �;�■ n 1. M;0dLBOX LOCATIONS TO BR COORDINATED WITH THE POST EJ HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT n D. Cichocki 41 a �D. I jki� HEAVY DUTY ASPHALT lie. No. 53741 CLASS B TYPE 11 TRAIL KEY PLAN E 'A ITIA uj jamak Lu ... ♦.: .20, CG4 BUFFER ------------ ------ .I■ ■■ ■II■ I FLORA VIEW DRIVE "NO PARKING Bi7 6,779 SF OF MEN All 'BEND 6"1 90 ND I TEE ♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦p . i `�j j jj..., - �jjjjj / • - - • 1 .71I 1 `i .. . ♦ ♦ ♦ ♦ ♦ ♦ ♦- - �. • �ii 1/R4PAD FOR (1) 16 DOOR ♦ ♦♦ ♦♦ r♦�_♦♦ ♦♦ ♦♦ 1,, / I■■■■■■■■■■■■Ili - CLUSTER MAILBOX L T64 LOT LOT 241350 SF / _ ♦ ��► .■■■■D 1 . • III►. IIII■ _ �I • 1 LOT 23 GARAG •. �♦ ♦ . INTERIO I • ' ' i� I �� ice► ,� - .� ■III® III® I■min DATE 1 i �(cill If.: or ■�.< ■III► i 1 1 ,IMODIFIED • 1s • 15- SETbACK EITHER SIDE. �..��la,JDESIGNED: LOT E�6 CK ■IIII ' �i 1�► _ Ili■ ' 1 ' _ �, ■■i ; • , � aaaaw p� �, I, �� - AM . . �•� ■I <o)7e1384 SF AD NAME I ",_ . ■IIII4,434 SF ■IIII■ CON ■■I LOT 5� NO PARKING R20: FIRE LANE" I 6 DOOR ...... 233*SF/ C6 LBOX -,- ©... ram..—NNWPARKING 8� TI LANE" PIP 1600 SF • • Ld DRAINS :-To- STOP AND' 1 . NAMEI1 ♦ •- a u•. .i 1 •• , LOT 41� •i SF �1 1587 SF031 DRIVEWAY ENTRANCES. IIIIIII i '•'• •. •• 1 '• 1 1 1 1 _ • •. NO. • . • Ig WMIF mmo��_, Mr. a z ----------- --- --- --- ----------- ---- x _. --- --- ---- OLD LYNCHBURG ROAD STATE ROUTE 631 1 (VARYING R/W WIDTH EP --- ---- ---- -------------- ------------------------------------------ ------ ---- ---- -- — — — — — — — — — — --------- —OHT— UGH y �OHT OHT— V V r � OHP— U P — OHP— — — OHP— \ \ GP . �\ Gp RIA P4--GUGP GP \ ION #3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - r — — — — — — — °Nr \ l a a l l PEDESTRIAN ` \\ CONNECTION #4 \ill ASIA � 30�, 30' TRAIL. I I TRAIL \ CG-6 6 9' 20 BUFFER I �' BUFFER \ I � e ease: RS 1 "NO PARKING "NO PARKIN I 6"X6" 90° BEND FLORA VIEW DRIVE . . TEE FIRE LANE— FIRE LANE" I I SIGN W 6" GV IGNS GV 6" GV R16' R15 6" , "` ^, .- \ R18' OP AND R9AD .. - ` R18' -------------------- o I 9. c L�L T 64 _ I 1 43 SF �20' TYP. ge L_ I .1 Is . 8 : ' ,16.5' 9.57' I LOT 70 I o. i ' 11844 SF I w z INTERIOR I GARAGE 63 I. g, DIP LOT 69 (TYP.) 31 20' , 20. t3 CK ~ / 8 8' 0 I I I a I a/ G 3 CUR. 140' I 40' I � ALONG I I.� z I I "NO PARKING NTRANC�S. 20' ; .. • . I 16 5 : 20 I LOT 68 I FIRE LAf�E" 5 i >ITIONS I LOT 62 SIDE. 131 O SF 1 6 TH - 20 0 6 TH I- 20' 384 SF 5,1 SIGN �e 9 SETBACK 31'COMBI ED ACSA y LOT 1 w SEWER A D WATER 4' STORMWATER FACILITY z EASEMEN LOT 67 CCESS AND PUBLIC 1310 S � 1384 SF i MINAGE EASEMENT I � I OPEN SPAE88'i L 60 :: LOT166 I c/ 4,434C , 34oSF 1 10 ti8'; z 18 1381 SF I 4' X 8' CONC�ETE PAD FOR (2) 16 20' d- CLUSTER AILBOX / FIRE LANIf" "NO PARKING "NO PARFQING 20' 16:5': : i 18 5' SIGN I FIRE LANE" r 20' TYP. OT 59 1 I I LOT P5 SIGN I 974SF Ia " I STOP AND ROAD 6" Gt% R3 I 8.14 `5. {� SAP{,ry0 PARKIN SAN R18' R18' R15' R15' I FIRE LANE" S N I GNS 8„W SWEETBAY STREET 6"X8" E 20 I "� 10 O 8W 90° BEND / v I '•' 8„I � I 18 _ _ 8" C, R20' 30.5' COMBINED ACSA ' SEWER AND WATER Q O y 'I OADNAME' Q EASEMENT SIGN TYP. J 6X6" i d i I TEE D 6„ GV 'I 20' TYP. 22' 15' z O FHA ' STOP AND d / CORPSTOP 7 TH - 22' ROAD NAME _ _ _ _ SIGN (TYP.) n AIR RELEASE VALVE I — — — 5' SETBACK - - _ 1" TYPE K c NO PARKING LO 47 LOT 48 Ii 22 I IRE LANE" COPPER >/ 218 SF -670-Sf T683�F LOT 49 LOT LOT 51 LOT 52 �T�3 IGP1S MANHOLE -PROPOSED 6SE i 708 5 1696 I UNDER SOUTHWOOD " - 2710 SF I VILLAGE 1 SDP202000048 SAN S a d I v d _______ ________ a e > e o 'a 'I e d n / 'URB. V HEIGHT _ _- - - y SqN O ' EIT \ .\ iOUTH AND R� N\ROA \\ \ \ ,SqN TBAY STRE \ A \ / O D 6I READ - _ _t \ \ W / PROPOSED61'VDOTR/W I PA ING \ \ --- -- -- MAX. SIGNS \ W 76TOFRCIKORY STREET W W W W 8"X8" TS&V o a > s a9 o > 8" DIP WATER MAIN PRO D 8" WATERMAIN S UTHWOOD PROPOSED U D VtLLAGE 1 SOUT 48 SDP202000048 - � Y II --------- i TH OF cc:i 4n�&'Cichocki I I a — — — = U Lie. No. 53741 i�/2/ZZ -- --- --- --- -- -- --- I ------ ------- SIONAL �34 a� ------ / M E 0 C: / N O N � C / — > E GP ui aLLo3 GP oa�� GP Gp W t �-iVoo z — in O d 7 p N \ (A N a C7 Gp z1W 30Lr)QLu vOi UFO o a 0 K-1 ti \ \ Gp F"a'"�^ N iLLIi UFO .c°� > 000 \ aNM Lu UUU Hr\ 00 \ OF o� »j NT\ O O U UFO 2 \ 0 gwww \ _ \ (D \ / o O O O O Nr\ \ 0 3 > > > > o 0 0 0 Q ry C,M U ti Q ° z 0 n DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 1�I 06 0 0 TT\ V/ U NOTES: 0 Q 1. MAILBOX LOCATIONS TO BR COORDINATED 1 > (J) WITH THE POST MASTER. �J w Lu 2. REFER TO PLAN SHEETS C4.9 - C4.11 - LOT & EASEMENT PLAN FOR INFORMATION ON Q H PROPOSED EASEMENTS. 3. ALL WATER/SEWER SERVICES CANNOT BE m ESTABLISHED IN BLOCKS 9-11 UNTIL THE Q VILLAGE 1 INFRASTRUCTURE IS INSTALLED, LL TESTED, AND ACCEPTED. O 4. ALL EXTERIOR STAIRCASES SHALL INCLUDE W CZ A HANDRAIL, AS SHOWN ON SHEET C1.2. ( n LEGEND < 00 0 CONCRETE SIDEWALK 7 ^ } HEAVY DUTY CONCRETE LL g LIGHT DUTY ASPHALT 0 HEAVY DUTY ASPHALT 0 CLASS B TYPE II TRAIL 0 RUBBER 2 D 0 O a'3 JOB NO. NP 47036 SCALE V=20' SHEET NO. KEY PLAN 0 201 40' C4.2 a i 0 0 0 3 a. D ap o u� 12Z 20 o� c m .- E o a c m a. 0 c K N 3 Z z„ 0 � a o n 2 Y h X c 0.0 m o m 0 `o 0 m 06 a c �a 10 a 0 �+ o e �N m� a o c 0 m nE ON E F_ L BISCUIT RUN ° CENTERLINE , o i° WPO BUFFER ,-,—O� o 0 0 #o A o� o, 0 0 r o 8 �° o o 0 / to 0 0 / ° 0 ° o o ° aP° / 0 of o FEW EFFECTIVE ° m ZONE A / ° , o FLOODPLAIN / o ° 0 0 / 100YR FLOODPLAIN PER ° ° , ° o LOMR CASE NO. 21-03-0029Po ° ° ° (UNDER REV/EVkj , ° ° / ° ° �° / 0 0 a / 0 0 ° 500YR FL OODPLAIN PEA , A ° LOMRCASENO.21-03-OOAp ° T� / (UNDER REVIEW) , ° ° 100YR FLOODWAYPER o ° ° LOMR CASE NO. 21-03- I ° ° Q�19P ° (UNDER REVIEW) ° o , o� 0 a�° / , OTS/GHT o ° 0 ° / DISTANPE / ° o , o EASEML'NT / 0 0 40 o MANAGED ° o ° STEEP SLOPES 0 / ° (TYPICAL) 004 pcf' / / / 0 ° o 00 0 0°0 0 44#0 0 0 0 0 / / I ° O°�C p0 0// / 0 ° °° °° / /O o °° / JQ o ° °°o/ / G�Q�JC ro°� d�/ Ova S�_\�Q/ / / / 4" FOUNDATION L °� / / / \P / DRAINS TIE TO \\ 0 0 7' 00 0 / / / // �// / / STORM SEWER o / O o° o� n� 0 / / // // /. / 0 \ ■ ----------------- \\ \� ■--------------- �TH OF \ \� \\ ice/ ■ ~ �\ / ■ UGP GP ■----------------------------------------�\ AryanD. Cichocki �l ■ (( s�� —----------- U lie. No. 53741 R� — — — —OHP— — — � � ^ — — — — — — — — = — —QdL — OHP— — — —OHP—�P� — —� OHP— j — OHP / j — \\ 711, IO L-OHP— —� �i NAL / — �♦� SWEETBAY STREET SWEETBAY STREET OH ELECTRCTELE. TV / i 11♦I CURVE CURVE " LINES / .� i \ i� �� ♦ / n _ 00040'r%A" `� I A = 9Q°1R'A7" �%� m E / / i /♦♦♦ L = 61.37 L = 37.75 W .N a / / / / I♦I♦ C = 60.24 C = 37.57 // / a U o 3 i / /' .,.♦♦ PC = 12+57.07 PC = 14+73.78 (/ / / / w 0 t M / / \ I♦♦ PI = 12+88.94 PI = 14+92.84 `—' o I PT = 13+18.44 PT = 15+11.54 1 T W N a 0 (n (Q (JI / / �/ /. I♦1 \. / I I U) U �o O W W W `♦♦ \\ ° I F iii / / ♦I / \ I I Y^ Lu 000 Lu UU>U / a 00 v ♦ a o/ / ♦♦�/ / V) Zadd �I♦I♦ I T 8 OT 1 LOT 20 LOT 21 LOT 23 LOT 25 I O LOT 22 LOT 24 I I �i♦♦/ / 10, 182 F 350 SF 50 SF 1350 SF 1350 SF 1350 SF 1350 SF 1690 SF / p titi"i > u' �oQQ 1 1� N M Q \RT o SAN AN SAN I O : / 1 + 0 14+ 0 N27°3T47"E 14 0 I DATE i': LOT72 //^\ // / 0�--- - - - - -- ---i— -- - - 155.35'- ------ - ---t-7— -ADO 3' 0 111812021 / 7020 SF / / / \ / / / \' \ $11W 11W „W $„ 1 I \ \ SA r DRAWN BY / _ _ _ RT all C. GAYNER RT • DESIGNED BY I j� �/ / �LJI t�� \ . I • C. GAYNER S-9�/ // 1 , . i(•..• \.. I ,•. I J / • CHECKED BY _ a a / \ \ • B. CICHOCKI /� \ I J • ABIW-D R3' / / t \ \ 36' COMBINED SCALE 3.EWE�'R/ 4" FOUNDATIO J ACSA SEWER / 1 "=20' NATER DRAINS_TIE T — — — — — AND WATER — — — — — — — — — — EMENT / \ \I STORM SEWE-EASEMENT / LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 T 17 �r Ac) LOT 10\ \\ \' 2354 SF 1780 SF 1682 SF 1619 SF 1591 SF 1599 S 177 SF 00, ts$ / 7s� SF �\ . LOT 26 l 2154 SF cb y � zcov O LOT 91752 SF > I / 15, LOT 8 .Xx^LOT 6- // 1670 SF V /x �/ \ �{\ V!2 AND WATER ° `� Q SIE W J � u' z Q LOT 5 w d m 2190 SF 1 0O Q l/ I Z LOT 4 ° vDOT CG-11 \ \\ \ a 1604 SF \ Q ENTRANCE LOT\\ C O 1611 SF R25's��Q a / l\QD I LOT 2 5 x� �/ \ � 1640 SF o�� V°. LOT 1 C \ \ 2129 SF OQO 4 FOUNDATION DRAIN TO DAYLIGHT JOB NO. 47036 SCALE 1"=20' sHEErNo. KEY PLAN 0 zo' 40 C4.3 L OLD LYNCHBURG ROAD i STATE ROUTE 631 k i i�`,�', FLORA VIEW DRIVE TH ❑� (VARYING R/W WIDTH w i i CURVE 2 — — — EP---------------- 30"CMPW/ENDSECTION 4=90'00'00" 4n�&'Cichocki - _ R = 28.00 _ _ — — — — — — — T = 28.00 — — U Lie. No. 53741 —----------- pa3 0 1l/2/Zt —� GP "GP "� GP — — L = 43:9� — — — — — — NP J �GP — — GP ' SCALE 1"=20' SIONAL ----------- G PC = 11 +27.70 full t f�34 G GP o _ 0 20' 40' _--------- \--- OHP——OHP—OH — P ---OHP O P---P�-41+7')jW-- E \ \\ KEY PLAN — — —sue— oHP �H m E \ \ X d X TELE VAULT > E SW ' ETB Y S EE — — — — \ l� CURVE QH ELECTR C TELEL/NES \ \ \ \ 4= CURVE 4 iAGEs�---------------------------------------------------- w v E ------------------------- — — -- --- -- --- -- --- ---- — — ui R=112.00 i� ____ 3 Q LL o 3 T= 19.06 �� /\�------------------------= - - - - I owti L=37.75 i� .. .. .. .. — .. 1 a JOoo z I PC = 14+73.78 �� i� r — — — — — — — — — — — — I o x N PI 14+92.84 I I I qLL w PT = 15+11.54 1 '. 1 I 1 � v z w w w R5 1 R5 ~ Nry w UUU m I I 12+00 12+50 I 13+00 N27°37'4T`E 50 - FLORA VIEW DRIVE 14+ I I , ,�--f---- - - - ---F —� - - -t- z7s.1s' F - - o 6,— -�- -----1 2 2 2 I I o 00 w w w »> J 'R18' I / OOV i — - R18''i d d I 9. J 6 d ----- ---- I / / R5, / R18' L T 64 O O p 0 0 \ aaa — — 1 1 43 SF I o / / I 2237 SF L 3 » > f 21 LOT 23 LOT 25 1 I I I LOT 70 _ LOT 22 LOT 24 I 1 r 11844 SF o 0 SF 1350 SF 1350 SF 1350 SF 1690 SF I I / / — I 1 I w w ry N N'V 1350 SF 1 OT 63 LOT LOT 3419 a o I� 1 �310 SF �+ 1384 F z o I / LOT 33 o LOT �7 ' 0 0 •- w 14851SF s I 1 i > DATE 1687 SF > I \ � I I I , I 111812021 R3' \ LOT 35 \\ I I Q AN SAN I \ 1350 SF LOT 36 ' z ' } DRAWN BY 14+ 0 7°3 7"E 1 --n _ I I I 1350 SF \ \ I w I 1 LOT 68 LOT 62 C. GAYNER - 15+ I 1310 SF o I 1384 SF 15 .35' -I -+ T I �0 LOT 37 ' Q w • DESIGNED BY 8" \ SAN / 1350 SF LOT 38 D 1 LOT 56 1 1350 SF \ I z 1485 SF i I N 31' COMBID ED ACSA • C. GAYNER O ^ o ❑ 1 LOT 39 \ / cli1 ` < LOT 61 Z' V) SEWER A WATER w w m • CHECKED BY — I R3' `\� 5 50 /�j � 1350 SF / ° o I N LOT 5 I 1310 SF I I EASEMEN LOT 67 \, LOT 40 Z qqqq gTgg�$5F 1 + 1384 SF • B. CICHOCKI 1814 SF a I 31' COFi1BINED ACSA I 1 1 • • SCALE / \ / SEWER AND WATER 1 LOT 60 LOT 166 1 "=20' EASEME T 1410 SF > I 1384 SF I I \ \6+pO N qN \ Z • 46-66, I / \ • ---- ---- \. 1s+5pSgN �' I LOT5�4 R2o' 2285 S r-— — LOT 59 I I rl _OT 14 LOT 15 LOT 16 T 17 I / \ \ y f .......... -- 1 I 1974 SF I \ • --- --- I I I I LOT �i5 L 619 SF 1599 S I SAN I -\. I 1 I I SF C6 1591 SF 177 SF 8' `- 00 LOT 26 s R1 — _ — o I 2154 SF �\ \ _ +5 SAN SAN — I' I 8+00 SAN ' SAN R18' R18' I LOT 27 --- ----� —_19+00 N29°46'46"E SAN I �\ 1600 SF LOT 28 8„ 8„w 1 I T S1�VEETB8,Y T --- 19 --- 20+00 S N --- % — - - ' 1601 SF % — — _ g"w 1+ EE +------2 +0 � I I a°w \ 36' COMBINED 0 — "1�/ a r LOT 29 � � ACSA SEWER _ 8W0 1601 SF AND WATE— LOT 30 -E SSSEMEN 1602 SF LOT 31 I II I I 1602 SF Q LOT 32 / 34' COMBI ED I I ° J > 2113 SF — —4 QLIN ATION ACSA SE R ' nT I I I J z DRAINS O — _ _ — — — — AND WA Ql FOUNDA�N I I � Q W — -EAS I STORM EWER AINgW19 HO I I S ORM SEWER I I I I ---- ----- ---- ---- ' w a R1 LOT41 I ---- ---- a 2pN R 2039 SF LOT 42 LOT 43 LOT 44 LOT 45 I I ? — — — — ° Oq0 / 1575 SF 1587 SF 1600 SF 1613 SF I I LOT 47 LOT 48 LL 2181 SF 1670 SF LOT 49 LOT 50 LOT 51 LOT 52 O Q S. W I I I I - 1683 SF 1696 SF - 1708 SF 1696 SF - 27010 SF U..I O v x �— Q o ,m e ° WEETBAY STREET W CURVE 0 A = 17°09'47" 5 - YORZON-ROALY--- -.00 0 PROPOSED 61' VDOT R11N 7 � T = 15.09 w L = 29.96IN I - 17+13.92 — _ I 17+29.01 v ° O 61 JOB NO. \ \ \� \4.i:L I 47036 L� SHEET NO. I I I I I I C4.4 a z 0 d 0 3 a 0 a0 o � n� 12z 20 o� E a c m a0 Oc Z 3 Z„ 0 � a 2 o« a d� 2 Y � N X0.0 c 12 0 m 06 a c Ma 10 a 0 ur o ur � m e �N m 0 c 0 0 nE E F_ L SH I I p/ G) D. Cichocki I I --- -- --- --a� ----------- _ _ _ _ _ _ _ _ _ Iac. No. 53741 = U OLD LYNCHBURG ROAD � �� ! STATE ROUTE 631 //„� /G/ ---------------------------- (VARYING R/W WIDTH / -------------------------------------------------- o ---- --- --- ---- ---- --- --- OHT — — — — —OHT — — — — — - - — — — — — — — — — — — --- ---- Mo E OHT,I ----- C / N U ppp N OHP— — — — — �OHT� _ OHT— — — — — OHT— — — — — OHT� E ——OHP-----OHP-- \�� iGP�� GP- _ _ >O TELE VAULT p ��• \ GP ----------------------------------------------------------------------� -------------=—O-H. EC 0 QL-uj Voo Z — — —I I 4III �t— --- ------------- � �\ r-------------- ------ 0 -------------------------- — .. — .. — . .. 0V)xLLvpHPaU {� . Lu a `�` \ 1l \��\ a G) UFO r Z d O'H, ELECTRIC avaoa, I I LE & TV \\ O N w LWES pHP� U U U w R5000 12+50 I 13+00 N27°37'47"E+50 FLORA VIEW DRIVE 14+ I 118 HT� U U U - - -i- 279.19' -- - o-----------1- -----I --- OF z C W W W I I �� H `mom- O Zane R18' u)(nu) R18' �_ _.. _ _ R15' R18' R2.5' -- / O= ¢ ¢ Q \ O �pHP a000 I C \ � > > > LOT64 NT l H �� 1743 SF / � HP, T I I I LOT70 o Nryryry > w o000 t 1Lu 1844SF I wI / a Z O rn OT 63 ItIo LOT 19 QI o 310 SF h 1384F I DATE 10 3: I o 111812021 I QI } DRAWN BY J I I U �C. GAYNER I p ♦ • DESIGNED BY I LOT 62 I LOT 68 I N I Q�w I 1384 SF I I C GAYNER 1310 SF •• CHECKED BY N 31' COMBI I ED ACSA N I u cm Y • B. CICHOCKI N SEWER AID WATER N N 4' STORMWATER FACILITY s I LOT 61 wIU) EASEMENt LOT 67 z' CCESS AND PUBLIC �a • • SCALE I 1310 SF �, 1 384 SF MINAGE EASEMENT 1 „-20 I i I / • L T 60 LOT �66 I I // •• 1 10 SF > t 13841 SF 1 + 1� d �t a 66 59 OT SF I I LOT p!s 974 I \ I I I RT I / T� SANN I SAN R18' R18' R1.5' I R15' / CO I V , i---+-- _ 19+00 N29046'46"E + --- 19 N 8"W - S S I e a SI�VEET66i1sS EET --- �1--20+00 I 8"W + --- - - --I 201 55.640 \ o + Z R2V' I / u 1 I R20' 30.5' COMBINED ACSA O w SEWER AND WATER �� Q JI EASEMENT SWALLOWTAIL LANE �Y Lu J Z II JI CURVE Q A = 8046'29" I Z-JI R = 126.22 m a � I T = 9.68 T--I a Q ---- ---- �" L= 19.33 w o a0 E --- LOT 47 LOT 48 I $+' C = 19.31 LOT 49 LOT 50 II o I = . 2181 SF 1670 SF LOT 51 LOT 52 PC 10+2217 z Q u 1683 SF 1696 SF LOT 53 PI = 10+31.85 � O 1708 SF 1696 SF I 2710 SF I PT = 10+41.50 AN 111 / ' �. �a 1. �a n`. rl a'�:. .. 9: / ♦ / O ro 25' Sq O a R25' 01!� N e / a � C / �— !kw HORIZON ROA SAN 0l HO ZOTV RUA?� / PROPOSED 61' VDOT R/WVDOT CG-11 ENTRANCE SA \ _ D o r . ° v JOB NO. -11, I SCALE 1"=20' 47036 SHEET NO. — KEY PLAN 0 20' 40' C4. S L LEGEND 171 STORMWATER FACILITY EASEMENT PUBLIC DRAINAGE EASEMENT PRIVATE DRAINAGE EASEMENT ❑ PRIVATE & EMERGENCY ACCESS EASEMENT ACSA SEWER & WATER EASEMENT ❑ PUBLIC ACCESS EASEMENT WATER MAIN ACSA EASEMENT BISCUIT RUN 0 CENTERLINE , 0 ° WPO BUFFER il—o� o 0 ° #o A o� o, 0 0 I O, lot EX24"HDPEAPPROX LOC. ,0 N 0 �° o 0 °9 ° O ° 00 FEMA EFFECTIVE ° m ZONE A ° , o >, FLOODPLAIN o ° O o / 100YR FLOODPLAIN PER 0 ° , ° ° LOMR CASE NO. 21-03-0029P° ° ° ° (UNDER REVIEVI� , ° 0 0 ° ° ° _ o a / 0 0 0 500YR FL OODPLAIN PER , a ° LOMRCASENO.21-03-0OAp ° m� / o (UNDER REVIEW) o 100YR FLOODWAY pER o 0 0 0 / LOA4RCASE NO. 21-03-�0 gp I ° ° / (UNDER REVIEW) 0 , o� 0 av° / 0 0�fo ° / / BT SIGHT/ 0 0 ° / DISTAN��E / 0 , 0 0 ° / EASEMENT / °° ' 00 ado O�', O�roo� oo�� //// '4 // / �� 00 oo ° / / '� .� / / / ° MANAGED ° o ° STEEP SLOPES � / ° (TYPICAL) 0 0 O O O 44#00 ° At 000 O O ° °0 0 0 ° 00 00 / /O ° ° 0/ Q- 0 ° ° / M �< oo5d / O _\QQ / 20' PUBLIC \ L ° ° o / / / \ / / DRAINAGE \ 7' 0 ° / EASEMENT ° 10'PUBLIC / /' / PRIVATE&EMERGENCY / 0 ACCESS / / / • AC ASS EASEMENTS 0 / EASEMENT // / ALONG FACE OF CURB aol \ ■ _ _ _ — — — — — — — — — — — — — — — ITH \ — � iGP / ■ GP GP -------------------�� cyan D. Cichocla � ------------------ lie. No. 53741 �a� ^ - j� P — — — — — — — —-` --bFP— — — — — OHP— — �— / — —OHP— — � ---- 'io —� OHP— % — OHP — — / i — / \� ��SSIONAL0� L — OHP— � /' s� — — Y?o5(0 10' PUBLIC 0..H ELECTRC TELE. TV ACCESS / f \ / / / / / / / / / .�� EASEMENT LINES rn °u / N 10' PUBLIC /� a > E / / ACCESS•• EASEMENT / / u 3 ' '��' �° �` /�•-_-__------------------- -- --- --LOT 25 ---- -pal •= IL _...�I . m ow" //O/IIM'I//III/I/OY-1/N/II1II/0/I/IfWAVAIFAMtllN�/M//�iO/I/IIIi/I11� DATE 111812021 DRAWN BY • • PRO, �.i.., -�►�d��dNd , / /iiil C. GAYNER CHECKED BY C. GAYNER DESIGNED BY B. CICHOCKI ACSA SEWER COMBINED I i'01111 .�- /� -��LOT 12 LOT 14 rJIM • /ar /� �// �/ / �/ / �'/ / ` • !' ,,i 7,• AND WATER SEMENT W J > / / •'/ / / / / / �j " N Lu 7� DOMINION POWER °IV Lu LOT 5 / / :' EASEMENT �� °...v, LLB / VARIA E WIDTH / / / / 2190 SF / / , ', ° °r' / °° LU WATER / / / / / / / / / / / / / 20' DOMINION ER ` / SAN Q FACILITY EA MENT / / / / ° ,< °v.. LL V / w ~ LU O'STORMWATER / / CILITY ACCESS / \ \ — O 06 EASEMENT / R25' U LOT 4 1604SF LOT 3 s ��ti L 1611 SF R25' yL1� o.. /�� NOTE O / a,, � THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT O \ a + ` INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT \� LOT 2 0 �1� �d�' PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND 5 1640 SF �OPO( \ FOR USE IN RECORDATIONS. T LOT 1 2129 SF 010Q / \ / \ v \ \ V 1OB NO. 47036 SCALE 1"=20' SHEET NO. KEY PLAN 0 20' 40' C4.9 0 c a ro N C L _ VII — — OLD LYNCHBURG ROAD o I I STATE ROUTE 631 w a NOTE THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE • p• "•'I I uF=Q Tu IQ P1 Au IQ u • Z6n D. Cichocki U lie. No. 53741 �• KEY PLAN E ALONG FACE OF CURB Lnx . �. -. ��-..��•-i.-.-.ice � ii _ - ��i� �� . - ��; IIIII - - - . �I/I�� i . • . IIIIIIIII�II. ___, • -- - - - - om -- 00 I/II��/,'/�I�I//L�►�AMMONS ININEW .. •LT 64 1 SIF 1 1 DRAINAGE �•[_ .I Vl� I! . _ 1 1 ,III •ENT - � h liA1 n�; LOT �9 LOT 7 Will Ills I V I I I DATE 111812021 1;I- • ''IY�1� ' �IIC6/ / 'II I DRAWN INl11 d .. /1 MUNRl dINA . �/yNd!(1 �� ;e;1, ��«�� , .. . �11. 1 , , ASEMENTIli�i� •C. GAYNER dv�l�t 13 , •�msGl��l • ih,oi rd��yAd Nadia ��,�. , . - vpt•,,,, ,�11i, / ,..,. /LOT 56 • / MM .� LOT �5 {I I(� J IMn I N L �r ,1 � �c� •.' / y�w/��ww` o • • 1�'�1�1 I , !� ,III • 1 i+r. . � III III � • WATER ,� CHECKED BY • CKI I . t I l . Ills , o ��,►v�.Aq� yy;.. ,� �ii, .A ,,.;!� 4m mew OT 59 T-I UNFM 0 •@�� =_ _--:---- _ Id.+ IdIN MINA �!- ;colMA =---,,•,-_==_=o�,: LLJ .. . , u MENNLu — .11 • •ILL LOT 52 0 1696 SIF LOT 53 ui , SFI LEGEND PUBLIC DRAINAGE EASEMENT PRIVATE DRAINAGE EASEMENT PRIVATE & EMERGENCY ACCESS EASEMENT 0 s wr =i � • r •. NO. ■ PUBLIC ACCESS EASEMENT 47036 mWATER MAIN ACSA EASEMENT m c a z 0 ro 0 3 c a. D a0 o � n� 1 N 20 o � c E o a c m - a Oc � m Z 3 z„ 0 � a F m o« 0 o N o. d m 2 Y � h X c 0.0 12 O O O C 0 N o � a c �a 10 a 0 o � w 0 m c m m c a 0 c 0 m nE E F_ - - ---- ---- ------------------ --- ---- --- - OLD LYNCHBURG ROAD STATE ROUTE 631 (VARYING R/W WIDTH ------------------------- ----------- --------- EP --------------------------------------- --------- —OHT — — - — _OHT , � _ FO— qpp NT _ OHT— — - — — OHT— — - — — OyT� _ llr_o HP--—OHP-----OHP-- \�� GP --------------------------------------------—----------------------- —---------- — C I 31' STORMWATER PRIVATE &EMERGENCY 10' PUBLIC -I r10' PUBLIC pHr� S FACILITY ACCESS AND ACCESS EASEMENTS ACCESS ° ACCESS T PUBLIC DRAINAGE EASEMENT ALONG FACE OF CURB EASEMENT I EASEMENT Oil \ I I I I VARIABLE WIDTH STORMWATER FACILITY 5 ACCESS AND PUBLIC DRAINAGE EASEMENT PRIVATE &EMERGENCY I: 19V::: iN:..:: ACCESS EASEMENTS :fL1:8 I TO COVER ENTIRE . _ PRIVATE ROAD PARCEL A. ;. 1143 SF Y / / \ ' 20' PUBLIC 20' W,PTER MAIN /I I LOT 70 DRAINAGE ACS EASEMENT EASEMENT 11844 SF I 10' PRIVA E DRAINAGE / / / I ENT LOT LOT 1 jJ 310 SF I / / / / 1384; 3 I LOT 62 LOT 68 I 1310 SF / / I 1384 SF 31' COMBI IMMED ACSA I LOT 61 / / / SEWER AN D WATER 4' STORMWATER FACILITY EASEMEN-- LOT 67 CCESS AND PUBLIC I 1 310 SF / / / I 1384 SF RAINAGE EASEMENT I10' PUB L T 60 / / / / LOT 66 ACCE S 1 10 SF / 1384j SF EASEME T till / / / PRIVATE &MERGENCY ACCESS E EMENTS r OT 59 / /1 ALONG FA�E OF CURB I I �974 SF /I / / / • LOT �i5 I. I I 20' STORMWATER FACILITY O� ACCESS EASEMENT S / �/ / / p� T / / / / / / / / / / / / / / /• 20' ACSA SEWER EASEMENT 30.5' COMBINED ACSA / / / • SEWER AND WATER � � c EASEMENT O,. �Y /•;.; 20' ACSA WATER EASEMENT / — — — — _ ! '•'•' PRIVATE & EMERGENCY / ACCESS EASEMENTS , LOT 47 LOT 48 I TO COVER ENTIRE 2181 SF 1670 SF EL LOT 49 LOT 50 / / 7�--WHAOLE PROPCJSED� . O� � I LOT 51 LOT 52 1683 SF 1696 SF 1708 SF 1696 SF LOT 53 � UNDER SOUTHWOOD 2710 SIF I / SAN ILLAGE 1 SDP202000048 s• e•e.,. d, s /' •s': °a.'. d. d >�.e/. . / '.>, R25' eSgN d < ;. R25' 10' DOMINION POWER HORIZON ROADEASEMENT Hd7 A W _w PRO�'OSED 61' VDOT R/W W W W W r A .' 20' DOMINION POWER v �' a T.. • s.. v' s v . o. .. '. e o n \ II------------------ ----------------- I I / /t p/ I I = - - -- --aa------------ — — — — — — — --- / ;GP-- d� GP n r 1 c-cc KEY PLAN \ OyT\ \ pyT\ OHT, n D. Cichocld �_ Lie. No. 53741 !//2/z2, 1 M E 0 o N � N C > E v E w i- w v 3 Q LL 3 p LL O Lu L M d-Voo Z - in O C7w w 30 nx vOi Lu K-1 11� V-1 i c ry Z F Lu aNiM UUU 00 OOV � O Zaaa a 000 o = LLJ 1 M U Q � ry a rn o Z 0 DATE n 111812021 0 DRAWN BY C. GAYNER } • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1 W ki Tl T� V i z LEGEND � V STORMWATER FACILITY EASEMENT 0 ; a El PUBLIC DRAINAGE EASEMENT J —1 �z PRIVATE DRAINAGE EASEMENT a Lu Lu �2:Lu /� ❑ PRIVATE & EMERGENCY ACCESS EASEMENT W LL O V / Q 7 ACSA SEWER & WATER EASEMENT ((( %%%�� D O Lu pZ5 U ❑ PUBLIC ACCESS EASEMENT 7 = 0 m 171 WATER MAIN ACSA EASEMENT I� 0 NOTE THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. THIS PLAN IS NOT INTENDED TO BE A PLAT. SEPARATE SUBDIVISION AND EASEMENT PLATS WILL BE SUBMITTED FOR APPROVAL AT A LATER TIME AND FOR USE IN RECORDATIONS. 0 0 2 0 U) JOB NO. li SCALE l'i SHEET NO. 0 20' 40' C4.11 a 2 C 0 N 0 3 a D aO o� a� 12z 20 o� c m .- E o a c m D_- V 0 C D' N � 3 ti Z m p � a �8 o« 2§ o_ dm 2 Y N X c 0.0 12 O O c Eo 0 N o 6 a c �c 10 a 0 0.2 m c m a 0 c 0 m o.E E F_ L NOTES: - __ _.. \� \ '� \ /, / . / / / /'� ■ / I — �/ ._ — — — — , — — --! — — — — 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS °\ \\ / / �/ ■ ' / — — — — — — — / T — AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND , o / "0 BUFFER \ \� \ \ DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY / \\ \ — / j NOTIFYTHE OWNER ANDTIMMONS GROUP PRIORTO PERFORMING ANY LANDDISTURBANCE. o°'\ TREE GP2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE o /� / 1 PROTECTION ■ / , — — GP / TP DOWNS./OP1 I �� !(SEE E&S ■ / GP / Z3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE °/ \ / / LENGTH: 27' � / / SHEETS FOR P — / U~FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING / // / /WIDTH 1: 6' DETAILS) f T��PERMITTO BE PROCURED BYTHE CONTRACTOR. / / / WIDTH 2: 9.6' / Aft oHP oHr — — oHP — — — O P- — 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENT AND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH 0/ / / 1 RIPRAP CLASS I — ' ' / 7 440�0''TRANSITIONS AND POSITIVE DRAINAGE. CONTRACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT —� OHP— IioHP— — — NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, � l l l / � _ I e�� PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS.UNDISTURBEjY 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, \ I ' ' ' / �� , - ' H ELECTRC TELE. / / _ _ 162 \ / / PRESERVED?REES — TV SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL / / / \ _ LINES CURB RAMPS ARE PROVIDED WHICH ARE NOT INTENDED TO BE ACCESSIBILITY COMPLIANT RAMPS AND ROUTES. TO THIS END / / / j / / ' \TP / / / / / ' Q / / 442 , — ' _ _ — — — o 0 IF SPECIFIC SPOT ELEVATIONS ARE NOT PROVIDED ON THE RAMPS OR THEY ARE NOT CONTIGUOUS TO ACCESSIBLE PARKING SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN (/ /' /---` —f-- / / / / /�I ' / ' / / / / / ' ' 4 TREE ^� EX24/'HOPE----�-- -----� / ' 43/ 'I PROTECTION > E ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS APPROX LOC / E STROLLERS OR BIKES. /a // o / — — (SEE E&S — .— / / / dl —` �dl� 444 — SHEETS FOR w N 3 �o 'o o / / / / / — \ 01 \ i1\• \ / / ' DETAILS) S o / / / / o i o 1 / / / / / /' / �� / \ \ \ \ AN pANA b p^ '� �' dW NN ~a / 0 1 / / 6 / / / / /'. / \ \ \ \ P b 1 / — 13 c7 w ui r�i / p, o FEIIL/AEFFECTIVE /e / / / / C /\ / \ e ° g. a _ _ z U o ° ' o ZONE A / / / / / \ \ \ \ / ' ' / 13 e ° — �' 3 OJ x¢ w oo , I o o FLOODPLAIN //' /// /�// / ///� // / \\ \ \ \\\ / /°/ m448 __—_—__='cN z 222 // / / / 100YR FLOODPLAIN PER o o , o o I / / /� / / / / / / / / ` — EOMR CASE NO. 21-03-0029P ° / o ° / /' ' / / / r _ s 9 \ / / ' ' ' ' _ ~ o o) (UNDER REVIEW] ° , ° p' / / / / / / / / / / / ' / / / / '17 _ \ \ \ \ \ \ / / , ' / / / / — — — _ _ �p5 ` v Lu O O U / ° / Q /' ° 500YR FL OODPLAIN PEA / / / / / / ' \ \ \ \ \ \ \ \ \ — —r �— ` — — — o w U U O L OMR CASE , / ° / o� / / / / — — — — _ — NO.21-03-OOA o// �� //j/ // (UNDER REVIEW) , / ' .� 'ui 100YRIFLOODWAYPER o o / i �' / / // / / / ' / — ' / / ` �. \ \ \ \ \ \ \ / _ — — — � 2 V1 MRICASENO. 21-03-(�gp °' ' / / / / / / / - ' - 4 E7 REVIEW) ° , \ / /'o /�aO / \ _ - / �. �\ 1 o P�/ / o / / OT SIGH / / / / / // ,L \ �, : ` _ _ \ \ \ \ _ 233 a a a o / o / / 0 / / o / / o \ / / / / / \ / i / ° 2 / r / \ \ / �� \ / ' _ — -454 ° w ry N N ry \ o / o 00 / // ♦ / / / / / / / \ /o MANAGED / ° ° / / o / / / / _ d i \ \ \ \ ` / ° _ b / / / / / \ / ra / \ ° \ STEEP SLOPES ° ° /' / �� / /'/ / // / / / / / i / ! ' e e SI ` V SA 5 \ <\ \ AN S — > DATE \ o \ `\ \ \ 0 / / (TYPICAL) oo\ /' / Ocf' / / / / / — / / / / / / / / / / / / / — / / 1fl 8 I \ J l \ \ \ \ \\ \ \ / _ — ' — _ — — 1/18/2021 / / // / / / / / / — J\ / �p� r \ \ \\ �' b A�. } DRAWN BY o / 40 o o / o / ' / / ' / / ° ' / \ / l l \ 1 y C. GAYNER / 1 / / _ / ! / \ I I I I / \ \ \� 1 \ \� \ �\ \ \l\ — _ DESIGNED BY o / /�< / p / / 1 / / / / /.'�� \\� I • C. GAYNER ♦' / / / / / ° 1 I \�� CHECKED BY / 0p / / /' / OPQ / / / / ' / e \ / 1 f • / ( ...i I I �� \ \ \\ \ \ �. \\ \ l • B. CICHOCKI 10 / / d Ci / ./ / / �l �i i / \ • • SCALE o / // / / / / / / / (i I i I I \ _ _ ry / o / / / �J '� � // / / S / � / C ,' _ � � �0 \ 1 : \ .; `/ 4" FOiUNDATlO I I / / �_ � _ — / k�"" � � • 1 „_20 (' o° /' oo/' / // p/ V� OJ' // / // // // '% /' �'/ \\�� `� \ \ \ •./ �5 DRAI[r1S_TIFT T—�--I °° / // oo// ' / / ��/ / / // / / /' // / / /j%/ / /' / J / 452 I STORM SEWE II i I i — S \ �\ •• \/ / / SVVMA-$TO YE ��/ // / 4"FOUND�//�cr o D/CRCH PJFSE ENo / ' ° / / / `liSTE � / J / // / / / / / / /DRAINS TIE TO ° / ° / r r ,' JOIATOR ROW / / / / / / / / / / / / / STO�iM S,,WER / i /�_ -_- o / ° / _t 06 o° / ° / / /�O / / / / / / / // / / / / // 4'1/ /_ O !/ o o / �/ / / / � / / � / ° - / / SY� T M 8' DIAMETER / � 10�DOMINIO \ \ WV. \ \ Lu / 1,ne _ M1IDNPOWER \\l, �'' ° \ � Q Z !/ I I / /�dr'/ / / // �' Rh`� \AS MENT �' -, \ \ `4S6 / �N \ \\ \ \ \° .' ° pa \ ' w Q o \ ^ \/ �I\ \ \ \ \\ \\ \ \ \' 1 •.,\1 \ \1 1 II Y/ 1 I 45� I � 53 � �..,/ \ — — \ � � � \ � �f�- Jl I \ \\ \\ \ \\ \� � ` \ 1�1 \ \\\�•• \1 %/y \ \ 1\ 1 I , i y, �S � Op,OC,�� '- �/ �-----__ \ _-_'-_ \ �' /\� i �I I � I \`\ \ '1`- N I 1 JOB N • KEY PLAN 0 c a i 0 d 0 3 a D a0 oo �z �o 0 E° a . OD w Z zN od a M d F m oF; e§ n z2 X c 0.0 N 6 2 12 0 6 o 'ap c ry 9 0a o 2 w ur o � U C N A 0 C U a0 �v E ;a�n�D. Cichocld Z 11c. No. 53741 !/44t .4�A �f'bS4 '"�'N'�•- / I TH2:10.5' / / / _ i —off T — — — O P= — /O — �— — OHP-- RIPRA CLASS II \ - / �p ` SHEETS FOR , - 1 40� A , , '— — OHP — — DETAILS) JGB 0 20' 40' SWIM B - STCRMTECH ARCH PIPE DETENTION \ ' ' _ _ _ _ r / / — KEY PLAN — P— oH� ,E9 SYSTEM WITH ISOLATOF W \ / / ADS P-FLOP TER / ' / / / _ _ - ' , ' , - ' / _ _ _ - N TELE 1>�ULT / N / / / / / / H�LECTRC TELE TV / / / / / / - - - TP �, v E �EC3'fREES 442 / / _ - ' ' LINES_ _ - - - ' TP TP 03 / / �P / - - _ ,/ - _ z. 43- ' _ _ TREE / a ' / /� 46g ' ' ' / - _ _ ¢ LL o 3 ' '4 - PROTECTION m ^� 4 (SEE E&S 448 - - 05 ' 4�a7 458 (5 46 -44 / �% SHEETS FOR _ _ - 44 / , 46� 462 dl� ✓ _ _ D- - , ' 540/ /41 , 47ETAILS) 451 a 452 466 47P3Lu? M u 30_x In TR U 224 q/� 't v o Ln � Ln 202 / 21 ' 220 / ' ' ' /b s > ry z 2 2 2 /U j.o O W W W Q n ci is cic C G G G --i--Ld A VIEW DRIVEFIA _ / ' / ' ° 239 ° 076 _ / / — _ ADS BARRACUDA , I / / / / / / / / / N I m �t » SYSTEM 8' DIAMETER o ryNNN w 'q LLI ryrvrvry 0 \ M U ❑ �\1 "'rye 222 1. / I ❑ 1 1 / I l l / / i /''9 / / �' .� O _--454 - / y // I / DATE LLI c\'ce/ / 0 1/18/2021 °\\ \ hw' - - - - / //� /� O 1 1 I/ h ^ V 4j. ,' // / Z /� / ,'/ I /'/ �' } DAWN BY / SAN S _ _ _ — "D. _ / LL 1 1 I I I / �; /\ /\ I / / / C. GAYNER 8:, 20 \ \ \� \ � � _ � — _ _ , — � � / I � I 1 I I I 11 I I / I I I I I I I Q 4� / / I / , / / • C. GAYNER I I ` 1 °.,' I / / 1 I I I I I I w Ir / / • CHECKED BY 21 I I \ I I I°1'.. / /A`L 1 I I 1 z / I 1 W /' I @/ • B.CICHOCKI I If I I I 1 / I / �V • SCALE I(n I I // // • 1"=20' Z I I r • 464 \\ / / / / �� (k5 . �� . �� 6 , vaae,° 212 •1 ...... 40 \ \ \ \ \\ I \ \ \ \ I I i ,4 1 1 I / � i'/ — �_ _ _ _--- � r`\_—_ /\�T� \ i \/\\ \\�� \ � • \ � � `' _ P� SAN i�J I � I /\ ySAN \\ \ �N i \ \ \\ \ \\ \\ \ ag..o .,,\ 4 � ° a °,�'° 46 a 46S ' \ \ \ \ \ O \ \ \ \ 10'\DOMINIO _ _ 466- - - - - -- ---' �6 \ > w ASEMENT / RATION Al \ \ \ \ q J Q DRAINS 0- — — — — — — — — — — INS TIE TO I \ \ \ \ \ \ \ LJ.J Q Z_ 4- FOUNDATION I \ \ \ \ \ ` \ 0.� � \\ \ \ \ \\ �\ N \ O / / STORM EWER' ---' // S ORMSEWER I -- ---- --\-- ---\\ — \\ \\ —\\ \\ \ LLI ED O �g ` \ \ \ LL \ w O 06 \ o ?^ Li 2 \ \ \ \ \ `�o \ E EMENT - - - - - - NOTES: \ / \ \ \ v c - - _ _ _ \ / HORIZON ROD - — O POV - — — 1. THE CONTACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS \ \ \ \ o \ o�W \ � / 1 SED 61' OT R/W / AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND \ \ a vv 20' DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING \ \ N - ^ W VD/ W TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY \ \ \ \\ \ \ \ \ \ \ \ INION PO R c r / NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE. \ \ \ \ \ T a pr W 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE W DOWNS. ' �s a / 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 PERMITTO BE PROCURED BY THE CONTRACTOR. \ \ \ ° _ _a ' 20' MINION POW 4. CONTRACTOR SHALL MEET EX TOP OF CURB, EX PAVEMENTAND EX SIDEWALKS IN LINE AND ON GRADE WITH SMOOTH / / A TRANSITIONS AND POSITIVE DRAINAGE. CONTACTOR SHALL DEMOLISH EX CURB, PAVEMENT, OR SIDEWALK TO THE EXTENT NECESSARYTO 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, \ I I \ I- SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL ) \ / _ - \ JOB N0. CURB IFSPECIFICSPOT ELEVPS ARE AVIDED WHICH ARE NOT INTENDED TO BE TIONS TIONS ARE NOT PROVIDED ON THE RAMPS ACCESSIBILITY D OR THEY RE NOT CONTIGUOUS TO ACCESSIBLE PARKING T \ \ 1 / \ ` 47036 SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN r ADDED AT THE BEQUEST OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS I I / I 1 I I I I �_� Imo_ / / / SHEET NO. STROLLERS OR BIKES. ' 1 I I / \ _ - - - - _ - C5.1 I I I ,.i / _ /� / OLD LYNCHBURG I4OAD \---------- — STP,I'fE ROUTE 6 1 / x I I ' 1 I \ \ I I I \ \ (VARYING R/W W2T`H 1\ / — — — — — — — — / ' / 36 OMP W/ END SEC IVION \ i i -----/------/ /--7----- \ \ - , - — — — — — — \ /NV. (lN)=442�5' \ \ \ \ \ \ ---- --__ G _ ��GP -\ \ \ TREELENGTH:91' / / _ / / / ' _ - PROTECTION SCALE 1 "=20' \WIDTH 1: �/5' _ , / / O ' - , -' (SEE E&S W , 0 a 2 L I---a---- �- ---------J----------- I I I I -, ------------------------- -----------1— ------ — ----\-- I---------I I 1 __ -- --- - ------ --------------4------- ---- --- -{— - —-------------------------------- I — ---------- \-------1--------1-- - C-------- --� I 1 1 I \ 1 ' --- - '- -- -- -- �- 4 -- -- --{ -- - ---L -- - - \-- -- -'� - - - --'�-- -- -- f- - I - - -- , 1 I � ; � I I 1 1 \ � 1 �, I ; I � 1 \ \' - - TH �F 1-- \ - -------t-----------I------ -- E , 1 I I I ' '----v-------- ---------- Cm --------\\ --------\----0-------y----------�\\--___ \ ---------1- - 1\- - '1--------- �-------- '---------t-- ----- --�1 ------ -- IY-------�P--------1\\---- ----- `--- --- ---111 ----- II I - 1'\ --- 1 I\ ,\t--------------\\1 ----- --- -\\�- -- \ \\ \I O \\\ i� \ \ �' — C\ — 1 I I \ - -- — \ c) — an D. Cichocld Z — \ o 1 1 � -------- -a = _ — \ — — — — — — — — ; U Lic. No. 53741 � \ \ \ \ \ \ \ OLD LYNCHBURG ROAD \ \ \ � \ / \ \ \ / `\STATE ROUTE 631 `\ \ \\ \\ \ \ \ \ \ \ \ \ \� \ --- - \� \ � \ / �ot> \ — \ \ (VARYING R/W WIDTH � \ \ � \-------- --- -- -- -- -- ------------------- — ---------� \ ` \ \ \ \ \ \ \\ \ \ \ - -- I ------ �S ZONAL E�yG ----- ---- \ TREE \ \ \ \ - \ \ - -----\------------ \ --- ----1 \ - PROTECTION \ \ 1 \ \ \ \ \ - \ \ \ I\ \ \ \ — i-- \---- \ \ (SEEE&S I \� 1 \ \ \—�.��— ` �� `\ SHEETS FOR 1 _ I— J I \ \ — — — — — — — \ \ _ \ . ------ - -� - -- _ OHT — — = TOHT — — — QHT ' / / \i \I \ \ \ \ \ \ \ ---t 1 \ — — — _ _ — DETAILS) -`— — _ — —� �— _ — — \ \ \ \ \ \ / d \ \ \ \ _ _ _ \ ` Obi u / / \ \ N Y OHT / OMT '�ONT_J��,--- J 'l /l \ \ --_ `— \ N. --_— v\` c� > E OHr— T �— OHP, �-- _ — _ �� GP _ _ I �— 1 / / 1 _ — — — _ — w N E co / TELE G�ULT// - TP ��- _ y G� J / ---\ _-' �c�'i w 3 p ---- / :TP TP--' —O.H - /-- - - -<�-p \ -- J a� GP _---' - _ oLL j U oMo Z rq Alba CL of 472 �� ti�� U > N O W cW ZW C ui U) cG G / / / / / / - - ' / /— 8 O /__ '� / / / / O.H EL{CTR/ TELL, N F U U U 224 LINE, / / / / _ // _/ vr�23of / / / / UFO �' / /// //'� / / v / ' /0'• / / 1 p1 -gL�RAVEWDRIVE / / , / / / / / / / / // // // // / NT\ /'^ -/ /'\ -----' 000 %2./ / ui \-- O\ \ T vl cn v\ LD Q rq / / y' /' // //l / 0 / / / , / / / J / / , / / ✓ — — i / ti w ry N N N 226/J /��' a _ / J / / DATE 0 111812021 DRAWN BY C. GAYNER D _N / • C. GAYNER / I I /D' // / / / / , // /' / / /:/ / // / / • CHECKED BY / / / ' / • B. CICHOCKI / Z / / / b16' I I / / / / I / / / ' / A • • SCALE / / I l �` /. I � I I I I w p/ / � I rr/ /' I I I I / / /' °�/ I aj / / / / • 1"=20' I / \\ I I I I I D I I / / I / h \ I I/ . / •• N�1 C70 I I I Q . \ I I I I 1 °. \ 90 \ \ I I I I I \ \ \ \ \ \ \ \ \ \ I I I I II j I \ 41 �\ \ \\ \ \ \\ \ \ I 1 ,CL 06 44 I 410 \ \ \ \ I Le \ \ ' \ \ \ 48 \ \ 1 ` 411 , \ E SA p!� \ I , A ETBAY ST CET Z LL �o a W \ \ \\ \ \ N. 7 I \ \ \ \ ro .Jf \ I I \ \ \ w NOTES: EO 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC CONDITIONS INDICATED ON THESE PLANS J LLLL AND CONTRACT DOCUMENTS PRIOR TO BEGINNING ANY LAND DISTURBANCE WORK ON THE PROJECT. ONCE LAND < o cn DISTURBANCE HAS COMMENCED THE CONTRACTOR SHALL HAVE NO CLAIM AS TO ANY INACCURACY OF EXISTING O 06 / Q / TOPOGRAPHY. IF THE CONTRACTOR FINDS A DISCREPANCY IN THE TOPOGRAPHIC INFORMATION. THEY SHALL IMMEDIATELY ui 44 / NOTIFY THE OWNER AND TIMMONS GROUP PRIOR TO PERFORMING ANY LAND DISTURBANCE.(n / /'� z I� 2. CONTRACTOR SHALL PROVIDE SMOOTH CURB TRANSITIONS FOR ANY CHANGES BETWEEN CATCH TO REVERSE CURB OR WIPE V J V / / DOWNS. /r p Z \ \ \ \ 3. WALL HEIGHTS OVER 30 INCHES WITH PEDESTRIAN FACILITIES WITHIN 36 INCHES OF THE HIGH SIDE OF THE WALL SHALL HAVE \L U Q J \ \ \ \ 487 / / FALL PROTECTION MEASURES PROVIDED. RETAINING WALLS OVER THREE FEET IN HEIGHT REQUIRE SEPARATE BUILDING 2 488 / / 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 — 4 / NECESSARY TO INSTALL NEW IMPROVEMENTS. CONTRACTOR SHALL PROVIDE SMOOTH SAW CUT OF EXISTING CURB, (J / PAVEMENT, AND SIDEWALKS AND FOLLOW VDOT WP-2 FOR WORK ADJACENT TO EXISTING PAVEMENTS. Q 5. ALL ADA IMPROVEMENTS NOTED ON THESE PLANS, SUCH AS, BUT NOT LIMITED TO PARKING SPACES, RAMPS AND ROUTES, SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE CURRENT USBC. ON THIS PLAN SEVERAL 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 H6p ON bA - \ \ / \ SPACES THEN THEY SHALL BE DEEMED NON -COMPLIANT RAMPS AND ROUTES. THESE NON -COMPLIANT RAMPS HAVE BEEN 0 E EMENT - _ _ _ _ _ _ - - / / / / , Rj \ �qN T OF THE COUNTY THOUGH THE REVIEW PROCESS TO ALLOW FOR DIFFERENT ACCESS SUCH AS HORIZON ROD _ - / — ADDED AT THE BEQUEST ' / I I \ \ \ \ STROLLERS OR BIKES. — / P POSED 61' V \ OTR/W - wy 'W/ d d W --- \ / \ — 1 \ \ - �g3 JOB NO. / r\P SCALE VI47036 1 SHEET N0. KEY PLAN o 201 4o' C5.2 0 a z c L TO BISCUIT RUN / \� CENTERd /NE \ 7 \ \ / / / ' / ' / 1 ' 1 / _ - _ - - -a - - - NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. / , i \ \ ° IWO BUFFER \ �� \� / / \ / /�/� \ I -\�-■I _ / I _ / / / i � /./ o /do \ \ \ / \ 1 ■ / - GP / / / ' ■ ' / an D. Cichocld Z o/ / \ / \/ ' ■ / - 43 / 11c. No. 53741 ��, //OHP- 7 -Y-Y OHP-L--/ - - - OHP�- / - +>/ ` OHP-�- / / / i�oI0 , / /- -/- OHP- � / /,40 31LoHP- - -/ / ' / / ' ONAL °°, I / /' i \\ \ ,' / �� / / O.HE4ECTRCTELE. TV o, ° l / / / --- ' /i \ \ \ / /' /' �' �' // / LINES_ / / / / / \ \ / / / 442 D1 E ° I , / / %_ _� -__ -__ --- , EX241'HDPEAPPROX LOC ---/ / \ n \ \ / �•• / / / / 43 ¢ o cok / / / / • •D A \ / \ D� � 37.1 R I - _ .�z W- N°M of 0 CL 0 0 FE44A EFFECTIVE °W° ZONEA ° o 0 oF OODPLAIN 448.91450.40' �60.70 44LuO Ihn - V- 1 o / U ¢ � 100YR FLOODPLAIN PER o o O EOMR CASE NO. 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BS }i62.25' _ 465.35' FFE-470.00' g64.26' - - - - 467.88' 4711.19' \ \ cb O Q ( •' q@6 463.13' - �66.4 ' D6 \ 473.98' \ V. 465.35' l 4$2.59' \ \ 476.08' \ \ J i c \ \vs \\ 1\ \\GO \ 1 �\ - - -FFE=471AS w \ s - 467.88' 47�.19' I \ \ \ 475.20' \ \ \ \ 476.96'' 478.16' �,O LL �J 4 FQUN ATION A� 472.59' 473.98' 476.08' ` \ \ J v W 1 6 \ \ 4 ° _ - - gb\ . / - - - - 4 FOUNDATION 475.20' \ \ \ ` 47 16' 0.� Z �°✓ DRAINS O - - - - - - - I \ 4A� 6 \ ---- INS TIE TO ` ` \ 4 Q . / STORM EWER'- / 7 : i _ _ _ \ \ \ \ \ \ 5` o \ \ \ \ \ \ \ W N \ a6�.1s' 5 STAIR 5 STAIR - - - ' / S ORM SEWER ^ J T 7STAIR \- - \ \ \ \ \ i \ \a.. \a'. \ L ' \ \ cfl \ \ ZOMR I/ " _ _ _ _ �� @ 7" 5 STAIR 6:5° --5�"SfAIR 5 STAIR / )3 // 6.5 7 STAIR STAIR 7 STAIR \ 7 STAIR } 'r'� Q o ° "� 1 0qQ / - ° _ _ _ -FFE=472.95' @ 6.5" FFE=474.94' @ 6.0" / 6 STAIR g . 7STAIR I @ @ 7" \ \ \ \ 7 STAIR p 4s5.9a' @ 6.5' @ 6.5" \6.00" (N FFE=473.85' FFE=477.14' 6.0' \ @ `' \ @ 6.5" \°.. \ I - FFE=476.04' @ A� @ 6.5" \ \ \ \ \ - - \ L Q \ \ a \ \ FFE=478.58' g 6 FFE=481.89' \ \ _ui FE=484.68' \ \ Z LL °F,FE=483.29' FFE=485.90' FFE=g86.78' \ \ \ O (� w FF€=488.86 u Q WE ' w 10 473.17' / _ ? _ a 1 2 Od _ _ - ? 3 - \ ° / - 1 , \ \ \ \ � ' / \ \ � - - - _ 477.98' "_ = " a> � r - - " TC 484.99' \ \ \ \ \ \ \ \ _ �479.08' -- 480.17' °' ---- -.11' -- -- 482.43' �-- _ _IPA O HOR/ZON ROD \\ / PR POSED 69' V OT R/W 4845' -T a85. VV / / \ 1 \ \ \ \ \ \ \ \ a C,Ip(_ /W /I .7 W vv co 4. JOB NO. 47036 SHEET NO. \ I I \ - \ _ \ \ •/- / / �c> \ \ \ \\ ' \1 I I I ,� = / / - - - - - ' NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. C5.4 0 a z c L L - --- I I I NOTE: SLOPES SHALL NOT EXCEED 2:1 IN ANY LOCATION. I I/ -------- 1 \ --'-------- I-------r--- --- --I ----- ----- -- ---------- -- --------------+-------- ------ --- -+- - ---- ------------------------ - ------ I I \ 1-------1--------1-- --- ------------- --J. I I 1 1 1 1 I 1 1 1 I I / 1TH ----------------------- - \ 1 - I - - I1 -- --------\---------- \---C--------- '- - 1- l -- 1� , 1 t Y I --- ------\--- ---- --- ---- --- --- - --- ---- ,\ ----------- --- \\ \ \� I I \\ 1 \ I I 1 1 1 1 \ \ \ \ 1 1 --- \ - _ 1-- - \ _ _ \ \ - - - ` \ p \ cJ _ an D. Cichocld Z \ \\ \ 1 1 1 \ - a =_-\ ----- ---; U lac. No.53741 \ \ \ \ \ \ \ OLD LYNCr-IBURG ROAD \\ \ \ \ \ \\ \ \\STATE ROUTE 631 \ \ ------ \ ` \ I \ (VARYING �/W WIDTH 1 __ _ ---------`--------\- - \\ EP \ - \ \IONAL \ \ \1 \ \ \\ \ \ \ \ ` \\ \ ` \ 1 t -�- \ \ \ 7o3i1 \\ \ \ \ \\ \ \- -a. -�- \\ \ \ \ \ \ \ -OHT_per--/ G / OHT--�0//, �,---- J �'l /' \- \ \ \ `` \ \/ \ `\ 1 I ,1 I/ \` _----_-_ _ L �-� -- > E p - oHF- 7 �- OHP a E i __-TELEi1/�ULT// - - -�tWiw3 LL 014 ¢ ,j U oo Z Lri cy7es�3co I P\�WO3,// /7/\b �//0\\D /'/, �./ 9// \\/6\ ! /'/ '//\\\''�4 / � `0./�/\ L'/ /\/ \ /.' 6\Jry\T \ \�// /1J/4\/9/\ /7I \ \ \o /II \ \$/I //"W '\\�/•• ••FF\/�/r/L4/ 1\ I 7\ //\�}-/.\,^4,/ a y5C1p/�'/' - J �4\4/ /@�7\$\ /2/2_o '\..' /565/ \9I 9\S..5/'r' \/A\', /// \iIIIII/\\ // II/ /\F\/-F/a// \E4\ /\=7\ - \45/ /\/8.4\°'.04/\/7\i/ 0-ce3'6,..89,\/\\'/8- ' \'\' \\/ \/ \ ./ 0 °\0��/ 3\�' / y\oyTo�1/yI\L °0�.'../ aoI \I 1./2-/ e•/4�/'/\'y^y7\ / o@-5o \ .2/0\6I/-I i / \.Z\/D5\NI\ \ \\ I \\ � O@Ww '� \ / \•\ /"\..\ \\b -`3I \\ 'Q/\-' 4y4@y77o-66ap1\ .' \ 0I0CtI�\l88//-,i\./\' '\5' S �\"\ \ �'2\ T`��6 p/C/1 1 ./ / I\ \° /\\ \ / \ CL •••• •U ~;2}•U¢om � _' 467 •N Qw 6671' in Q D --------- S OTC ZwOJlJVrT� ++Zdpry + l �W2i�U0UWawq,O.� >a�U0UNO�ryW2iWRw,iy �W 474.55% 4T4 472.46' C /4TC 47280, 73.59 27' -_ - -- -- -Fl-d A VIEW DRIVE TC OF/ Y Uj _ /-(rp/mR18' �5, n n 2iU0UWdw,Mn 18' TC 472.53' / (7 470.28' 473.00' 474.04' p474.03' STAIRS6 FFE74/' Lu FFE=473.00 473.50" 4735' O DATE471.25' 474.35' Q 75. 5' > STAIRP @ 17" � 1/18/202y!!V1 FE=473.50/ rn O7' DRAWN BY a7a.00' cC. GAYNER / 471LL0' 474.73' I DESIGNED BJa_Z�QLJ Yh" I fFE=474.75' NFFE=C74.00' 474.74' / v / C. GAYNER400' co SfAIRS I7 /b�,/ CHECKED BY /Of 1474.50" B. CICHOCK. 1 nnI �TAIRS FFE=475.26' SCALE Er474.50' 1 474.50Z 475.25' b 472.99' I I i 475.00' 476.11' I cn STAIR@6.8b / -L=475.0q 476I14' HP 47 STAIRS 4' ,47.00' FE=4750476.54- FFE=476.56' /W 475.476.54' 8 C l T 449.23' 44/ N R1-2Tp j 15c S ETBAY ST CET ) V TC 482.63' Q Y LLj 11.19' J a 41119' 478.16' /.4831' m47`4A96' ai OLi 4827 STAO 7 STAIR _ I 483 Wcl 7 STAIR \8 STSAIRS- 7 SA7 STAR 44 @6z w @ .@ 6.5" 48 O 'IFE=483.2FFE=485U4 6.3 FFE=4' 486 o F€=s7ss' 488 LLcl / i- - - R >9 &� A<p q8 rt - _ - _ - - - _ _ �.•_ ` - - _ \ 11 489139'x / ^ i! e!_ a / / / 4 1 / ! // // \\ \\ \ 477.98' aoo425� 480.17' p - o i 4.1 P - - V 489r.-i -T%- - 481.27' ON bA POSED HORIZC- - I w 07V -T 485.34' R/NI > \\ \ \ / \ \ - - 484.75' - _ - - / , / ' / tP / I I LQvy O 5 W/ o - ° O ---------- 0 ------- JOB N0. 47036 \ SCALE 1"=20' SHEET N0. �9 KEY PLAN 1--- 20' 40. C5.5 0 c a i c L CG-12 CRC CG-12 CROSSING #1 (HONEY BEE WAY & HORIZON ROAD) -466:36 :I l W w \ \ Z 7 Z I FAG \ Q \ 486.58 486.67 ` I 486 05 _ TIE INT 486.05 - - EXISTING - - - SIDEWALK - 486-0 _ 486.00 V " J 087.02 \ J o I I 486.93 486. 5 Tc / d STING o� �ass.9s \ `8 o o d �0) 'o I .50% 489.53ta Q \\ 5.40 O 485.49 486.76 ° o o I b`\\IXTCH ` _ 485 52 \ - ` ° _ � \ 485.29t � MATC [STING 485.61 � \ � \ � O ° i d o � \ � , 489.39' \ - - - - ` I - - o o \ oo 486.85 _ _ _ 486.94 - - - \ INCH 20 wa o0 4 5.49- \ 487.02 - - - FRB EXISTING o o ` , , _ RAMP ` 489.44, \\ 2 °b ° 485.58 \ \ - \ N 485.61 485.20t CG-12 484 99 MATCH EXISTING CURB / RAMP \ \ � _ � / TO ---- - -- --- 489.15' 1 - ---------- / I � - _ TO / - ON ROAD HORIZ / CG-12 CROSSING #2 (SWALLOWTAIL LANE & HORIZON ROAD) LCG-12 CROSSING #2 I KEY PLAN SCALE 1"=5' 0 5' 10' SCALE 1"=5' 0 s 10' Aryan. Cichocki I U lie. No. 53741 SSIONAL� M E O O U N � N Q O > E w v E � w v 3 Q a o 3 p U. - wO `mom O W L M a� Voo Z w —m rn O C7 ry Lu� a w 30'x coil Lu Q 0 i c ry Z x V Q n F 0 > 0 0 0 w M Lu U U U 00 OOUO ui 2aaa O d ti Z O O O x F w rN N O O O 2 Q 1 kO ry M ti Qrq Z O in DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 06 O 0 U o �'LLJ a Q w 1 w J m w 1� Q CL LL Q O co U a U C) O O D O Cn JOB NO. 47036 SHEET NO. C5.6 L ROUTE PROJECT Southwood Blocks 9-11 DESIGNER: CG DATE 711512021 CHECKED: UNITS:NGLISH INLET a y y a (✓ Sag Inlets Only a m t✓ z O � mS -C E `�' CU y a � m � a w G � a �x N z' z U U •'J �- [L U IL 6 3 q 5 'J > .Z y 6 s n y K z 114 DI-3B 6,000 0.130 0.90 0.117 OMOUT 0.020 0.35 0.007 0.124 4 0.495 0 0.496 0.0200 0.0200 1.952 2.000 1.02459 0.0833 4.165 IOW 3,52 0.I466 0.1666 5.033 6.000 1.192 1.000 0.496 0.000 1.951 116 DI-3B E000 0260 0,90 0.234 Back/Lt. 0.0W'RIGH 0.080 0.35 0.028 Back(Lt. 0162 4 I.048 0.363 QW20 0.0208 9,536 2.000 0.20973 0.0833 4.00481 3,50Back/Lt. U 4 0 0 Ahead/F 1,411 O.W20 6 1,411 1,915 1 0,166 1 0333 JOA984981 1916 1 7,678 IT>80 ti 118 DI-3B 1 6.000 1 0530 1 0.90 1 0.477 0.0WRIM1 0.100 0.35 0.035 0.512 4 2.048 0 2.048 0,0150 0,0208 6,968 2.000 4.00481 0750 3,50 0.1458 0.1301 9.716 6.000 0.618 0.823 Ib85 0.363 3.239 J0.287030.08-3 122 Dl-3B 6,000 0340 0.90 0306 Back/D 0.0WRIGHI 0.080 0.35 0.028 Back/Lt0.334 4 1.336 0 O.W20 0,0208 9297 2000 OOK33 4.00481 350 88ek/Lt. 0 4 0 0 Ahead/lo. 1336 0.0020 6 1336 1-848 0-166 0333 OA99498 1848 7.403 T>8.011 128 DI-1 2WO 0,030 090 0027 W&/LI. 0.000R011 0.010 035 0.0035 Back/Lt. OA31 4 O. 124 0 0.0100 0.02M 1322 2000 L51286 0.0833 4.00481 3,50 Back/lA 0 4 0 0 Ahead/Rt. 0,124 0.0100 1000 2 0,124 0491 0,166 44SY1 1965 WeirFlow 130 DI-1 2000. 0.0% 090 00054 Back/Lt. O.ODORIGM QW4 0.35 0.0014 Back(Lt, 0.OW 4 Q028 0 0.0100 0.0208 0.757 2.000 2.64201 0.0833 4.ON81 3,50 BacULt, 0 4 0 0 Ahead/W 0028 0.0100 1WO 2 0028 0.182 0,166 4.181 0.729 Weir Flow 132 DI-1 2NO 0.040 0.90 0.036 Back/D O.OWRIGM 0030 0.35 0AI05 Back/I,t. 0.047 4 0188 0 0.0100 0,0208 1,545 1000 1.2945 1 0.0833 4.00481 3.50 Backdx. 0 4 0 0 Ahead/IL. 0.188 0.0100 2.000 2 0.188 0.647 0.I66 4.647 2.594 Weir Flow 208 DI-3C 6.000 0.2W 0,90 018 Beck/Lt. O.OWRI' 0050 0.35 0.0175 Back/l.t, 0.198 4 0.792 0 0.0300 0,0200 2,639 2000 0.75786 0.0833 4.165 3.52 Beck/Lt, 0 4 0 0 Ahead/R. 0.792 0.0300 6 0.792 1.304 0,1W 0.333 0.48048 3.304 5.432 Weg Flow 210 DI.33 4000 0,030 0,90 0.027 Back/Lt. 0.0001RIC 0.010 0,35 0.0035 Back(Lt. 0.031 4 O. 124 0 0.W20 0,0208 1,787 2.000 1.11919 0.0833 4.00481 3.50 I3ackJA 0 4 0 0 Ahead/R1. 0.120. O.W20 4 0.120. O.A42 0.166 0.333 0.498498 2.442 1.772 Weir Flow 212 DI3B KWO 0,210 0,90 0.189 O.WO'RIG 0.080 0.35 0028 0.217 4 0.868 0.079 0.947 0.0600 00200 2,101 2.000 0.95193 0.0833 4.165 1000 3,52 0.1466 OA666 9.182 8000 OS71 0.975 0.923 0.024 2.023 214 D1-3B 6W0 0,200 0,90 0,18 O'RIGHT 0080 0.35 0.028 0.208 4 0-832 0 0.832 0.0500 0,0200 1995 2.000 1.00251 0.0833 4.165 1,000 3.52 0.1466 0.1660 8.233 6.000 0.729 0.904 0.753 0.079 1.995 216 DI-3B 8.000 0.190 0.90 0.171 ORIGHT 0.030 0.35 0,0105 0,1&2 4 0728 0.141 0,869 0.0500 0,0200 2,117 2.000 0.94473 0.0833 4,165 1000 152 OA466 0.1656 8,386 8.000 0.954 0.996 0866 0003 2.027 218 DI-3B 6.000 0.060 0.90 0.054 ORIGTI T020 0.35 0.007 0,061 4 0244 0.015 0,259 R0400 0,0200 1344 2.000 L4881 0.0833 4,165 1000 3.52 0.1466 0.1666 4,717 6000 1.272 1WO 0259 0000 1.343 220 DI-313 4.000 0.070 0.90 0.063 0TUGHT 0.010 0.35 0.0035 0.067 4 0268 0.025 0293 0.0400 0.0200J7211000 1.42146 0.0833 4,165 LOW 3,52 O.I466 OA666 4.968 4,000 Q805 0.947 0279 0.015 1.407 222 Dl-1 1250 0.070 0.90 0.063 BaOk/13. 0.000W01 0.080 0.35 0028 Back/Lt. 0.091 4 0364 0 0-0211 005O0 1.16212 0.0833 1666 2.8(1 Dack/Lt. 0 4 0 0 tl Ahead/M. 0.364 00211 12S 0,364 875 0400 5.124 3.124 Weir Flow 223E DI-3R 1 4.000 1 0.060 1 0.90 1 0.054 0 CITT 0.010 0.35 0.0035 0.058 4 0232 0.101 0.333 0.0400 0,0208 L476 2.000 1.35501 0.0833 4.0(A81 IOW 3.50 O.I458 OA666 5.242 4000 0.763 0.925 0308 0.025 1.476 224 DI-3R 6.000 OAX) 0.90 0.171 0.0WRI' 0.050 0.35 0.0175 a 189 4 0.756 0.357 1.113 0.0300 0,0200 3,757 2W0 0.53234 0.0833 4,165 0.962 3,52 0.I466 Q1611 8.147 6000 0.736 0.909 1,012 0.IDI 2.421 226 DI-3B 6.000 0,240 090 0.216 alucan� 0.140 oss 0.049 0.265 4 1.06 0.731 1791 0.0300 0.0400 3828 2.000 0.52247 0.0833 2.0825 0.916 3,04 0.1266 0.1560 10,139 6.000 0.592 0.801 1434 0.357 2.877 228 DI-1 2.500 1.020 0.73 0,7446 0.15WRIGHT 0745 4 2.98 0 2.980 0.0300 0,0200 7.238 2.000 0.27612 0.0833 4.165 0737 3.52 0.1466 0.1281 14.132 2.500 0.177 0355 2.249 0.73I 3.256 230 DI-313 2000. 0.140 1 0.90 1 0.126 O.OWRIGI7 0.040 035 0014 0_14 4 0.56 0 0,560 0.0100 0,0208 1 3,254 1 2.000 10.614631 0.0833 14,004811 0.981 1 150 10.1458 1 0.109 1 4,345 1 200() 1 0.460 1 0.983 1 0,551 1 0.009 1 2312 234 DI-313 1 KWO 1 0.570 1 0.90 1 0.513 1 1 1Back/Lt, O.OW'RIGiI OA20 0.35 0042 Back/Lt, 0,555 4 2.22 0.W3 0.0200 0,0250 6,072 2.000 032938 0.0833 3.332 3.40 Back/Lt. 0 4 0 0 Ahead/Rt. 2.223 0.0200 8 2,223 2.287 0,200 0.333 0.600601 4.287 7.624 Weir Flow 236 DI-1 1.000 0,002 0.90 0.0018 Back/Lt. 0.0WRIGi1 0.009 0.35 T0028 Back/Lt, 0.005 4 O02 0 Back/Lt. 0 4 0 0 Ahead/Rt. 0,020 0001 1000 0,020 0315 T>8011 238 DI-1 LW0 0.010 0.90 OW9 Back/Lt. O.OW'RIGi1 0.030 035 00105 "Ir Back/L[. 002 4 008 0 Back/Lt. 0 4 0 0 Ahead/Rt. O.CRO 0.001 lIX)0 O.CRO 0.793 T>80ft LD-229 STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY 10 PROJECT: Southwood 9-11 LOCATION: Albemarle County COUNTY: ChadottesNlle Designed by: CG Checked by: MD UNITS ENGLISH PIPE NO. FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA INLET TIME Minuts (7) RAIN FALL hvHr (8) RUNOFF INVERT ELEVATION LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Du. Or Span/Rise) In. (14) SHAPE Number of Pipes Capacity CFS (15) Friction Slope Ft./Ft. NORMAL FLOW FLOyI'TIME CC Mu INCRF,[LAUTCD MirNT REMARKS Mutesiouta (17) (17) (18) INCRE-ACCUM MINT (5) ULATS'D (6) Lateral CFS Total CFS (9) UPPER END (10) LOWER END (11) Depth of Flow. do Ft. Ares OF FEaw, An SgFt Hot Ft. Vn FtSec (16) En FL REFERENCE (1) STA. REFERENCE (2) STA. 101 102 100 0.00 0.00 0.00 5.69 6.54 0.00 14.77 426.08 426.01 12.70 0.00551 24 Circular 1 18.19 0.00380 1.37 2.29 1 0.59 6.45 2.01 0.03 5.73 103 104 102 0.00 0.00 0.00 5.71 6.33 0.00 IC77 426.31 426.18 25.72 0.00505 24 Circular 1 17.42 0.00380 1.41 2.37 0.59 6.22 202 0.07 5.78 105 1108 104 0.00 1 1 0.00 0.00 1 5.02 6.54 1 0.00 14.77 427.69 426A1 1 256.91 0.00498 24 Circular 1 17.30 0.00380 1.42 2.39 0.60 6.18 2.02 0.69 5.71 109 SWMA OU 108 0.00 0.00 0.00 5.00 0.00 14.77 430.65 427.79 26.17 0A0929 24 Circular 1 81.02 0.00380 0.58 0.75 0.33 19.61 6.55 0.02 5.02 Ill 112 SWMA IN 0.00 0.00 0.98 7.11 5.92 0.00 1623 435.87 435.25 30-94 0,02010 21 Circular 1 2434 0.00930 L05 150 0.49 10.83 2.87 0.05 7.15 113 114 112 0.15 0.83 0.12 0.98 7.06 5.94 0.00 16.23 436.96 436.07 48,11 0,01850 21 Circular 1 23.35 0.00930 1.07 1.55 0.49 10.49 2.78 0.08 7.13 115 116 114 0.34 0.77 0.26 0.86 6.92 5.97 0.00 15.49 438.26 437.06 80.09 0.01498 21 Circular 1 21.01 0.00850 1.12 1.62 0.50 1 9.55 2.54 0.14 7.06 117 118 116 0.63 0.81 0.51 0.60 6.77 6.01 0.00 13.93 440.15 438.36 89.65 0-01997 18 Circular 1 16.08 0.01560 1.08 136 0.45 10.24 2.71 0.15 1 6.92 121 122 SWMA IN 0.42 0.80 0.33 0.33 5.00 6.M 0.00 219 438.00 437.72 5.58 0.05018 12 Circular 1 8.65 0-003401 0.34 0.24 0.19 9.18 1.65 0.01 5.01 123 124 118 0.00 1 0.00 0.00 1 5.04 6.53 0.00 10.97 443.42 440.25 90.46 0-03504 15 Circular 1 13.10 0.02560 0.88 0.92 0.37 11.95 1 3.09 0.13 5.17 125 EX 1 124 0.00 0.00 0.00 5.00 0.00 0.00 10.97 448.80 446.47 38.91 0-05988 15 Circular 1 17.13 0-02560 0.73 0.74 0.34 14.81 4.13 0.04 5.04 127 128 1 118 1 0.04 0.78 0.03 0.09 6.33 6.08 0.00 0.54 441.73 441.54 38.12 0.00498 12 Circular 1 2.72 0.00020 0.30 0.20 0.17 2.70 0.42 0.24 6.77 129 130 128 0.01 0.70 0.01 0.05 5.98 1 6.24 0.00 1 0.35 442.22 441.83 78.93 0.00494 12 Circular 1 2.71 0.00010 0.24 0.15 0.14 2.39 0.33 0.55 6.53 131 132 130 0.07 0.67 0.05 0.05 5.00 6.54 0.00 0.31 446.75 444.94 180.92 0.01001 8 1 Circular 1 1.31 0.00060 0.22 0.10 0.12 1 3.07 0.37 0.98 5.98 201 202 200 0.00 0.00 0.00 5.19 6.48 0.00 14.08 1 445.00 444.77 18.26 0.01260 30 Circular 1 49.98 0.00100 0.91 1.61 0.50 9.74 2.09 0.04 5.23 203 203A 202 0.00 0.00 0.00 5.05 6.52 0.00 14.09 445.58 441.10 48.15 0.00997 30 Circular 1 44.37 0.00100 0.97 1.76 0.52 8.02 1.97 0.10 5.15 203B 204 203A 0.00 0.00 0.00 1 5.02 5.04 0.00 14.09 445.86 1 445.69 1 16.72 0.01017 30 Circular 1 44.81 0.00100 0.96 1.74 0.52 8.06 1 1.98 0.03 5.05 205 SWMB_ 204 0.00 0.00 0.00 5.00 0.00 14.08 446.00 445.96 7.38 0-00542 24 Circular 1 18.04 0.00340 1.33 222 0.58 6.35 1.96 0.02 5.02 206A 206B SWMB IN 0.00 0.00 2.45 5.62 6.35 0.00 15.63 449.59 449.00 5.86 0.10068 15 Circular 1 22.21 0.05210 0.77 0-90 0.35 19.60 6.74 0.01 5.63 207 208 206E 0.25 0.79 010 0.84 5.52 6.37 0.00 1 5.39 454.86 454.00 42.95 0.02002 15 Circular 1 9.90 0.00620 0.66 1 0.65 0.32 814 1.71 0.09 5.61 209 210 208 0.04 0.78 0.03 0.64 5.41 6.41 0.00 4.13 455.84 454.96 50.50 0.01743 15 Circular 1 9.24 0.00360 0.59 0.56 0.30 7.32 1.42 0.12 5.53 211 212 210 0.29 0.75 0.22 0.43 515 6.46 0.00 276 457.10 455.94 6649 0.01745 15 Circular 1 9.24 0.00160 0.47 0.42 0.26 6.58 1.14 1 0.17 1 5.42 213 214 212 0.28 0.74 0.21 0.21 5.00 6.54 0.00 1.36 466.70 460.58 122.40 0-05000 12 Circular 1 8.63 0.00130 0.27 0.17 0.16 8.02 1-27 0.25 5.25 215 216 210 0.22 0.93 0.19 0.18 5.00 6.54 0.00 1.19 456.89 456.00 42.01 0-021191 12 Circular 1 5.62 0-00100 0.31 0,21 0.19 5.68 0.81 0.12 5.12 217 218 206B 0.09 0.76 0.06 1.62 5.56 6.36 0.00 10.56 455.83 453.34 49.77 0.05003 15 Circular 1 15.65 0.02380 0.75 0.77 0.35 13.69 3.66 0.06 5.62 219 220 218 0.08 0.84 0.07 1 1.56 1 5.48 6. 1" 1 0.00 10.17 458.83 455.93 64.36 0.04506 15 Circular 1 14.86 0.02210 0.76 0.78 0.35 13.04 3.40 0.08 5.56 221 222 220 0.15 0.61 0.09 0.09 5.00 6.54 1 0.00 1 0.60 460.79 459.93 6112 0.02994 12 Circular 1 6.69 0.00020 020 0.11 0.12 5.26 0.63 0.20 5.20 223A 223E 220 0.07 0.83 0.06 1.40 5.30 6.45 0.00 9.10 463.94 461.71 111-42 0.02001 15 Circular 1 9.90 0.01770 0.94 0.99 0.38 9.15 2.25 0.20 5.50 223C 224 223B 0.24 0.79 0.19 120 5.22 6.47 0.00 7.82 464-98 464.04 41-88 0-02006 15 Circular 1 9.91 0.01300 0.94 0.97 0.37 8.95 2.08 0.08 1 5.30 225 226 224 0.38 0.70 0.27 1.01 5.09 6.52 0.00 6.60 466.50 464.99 75.93 0.021X)2 15 Circular 1 9.90 0.00930 0.75 0.76 0.35 9.64 1.91 0.15 5.23 227 228 226 1.02 0.73 0.75 0.75 5.00 &M 0.00 4.87 46732 466.60 41-06 0-01754 15 Circular 1 9.27 0.00510 0.64 0.64 0,32 7.65 1.55 0.09 5.09 229 230 223E 0.18 0.78 0.14 0.14 5.00 6.54 0.00 0.92 465.18 464.04 37.97 0.03002 12 Circular 1 6.69 0.00060 0.25 0.15 0.15 5.97 0.80 0.11 5.11 233 234 SWM1B_IN 0.69 0.80 0.56 0.56 5.00 6.54 0.00 3.63 447.38 447.00 75.81 0.00501 15 Circular 1 4.95 0-00280 0.80 0.82 0.36 4.41 1.10 0.29 5.29 235 236 SWMB IN 0.01 0.50 0.01 0.06 518 6.45 0.00 0.40 449.24 "llm 12.90 0.02016 8 Circular 1 1.86 0.00100 0.21 0.09 0,12 4.24 0.49 0.05 5.33 237 238 236 0.04 0.50 0.02 0.06 5.22 647 0.00 0.37 449.62 449.34 14.04 0.01994 8 Ciro 1 1! 0.00080 010 0.09 0.11 4.13 0.47 0.06 518 239 240 238 0.07 0.51 0.04 0.04 5.00 6.54 1 0.00 0.24 451.89 449.72 60.28 0.ffW01 8 I Circular I 1 2.48 0.00030 0.14 0.05 0.011 4.49 0.45 0.22 1 5.22 LD-347 PROJECT: Southwood 9-11 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: MD INCIDENCE PROBABILITY 10 Year . INLET OR JUNCTION STA. 14VERT B_. OUTFLOW PPE D837H OF FLOW OUTFLOW PPE OUTLET WATER SURFACE ELEV. DR. PPE Do (h/mm) DESIGN DISH. OD (CFS/CMS) LENGTH PPE Lo Ft" FRICTION SLOPE Sfo (FTiFT) Mid) FRICTION LOSS Hf (Film JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 HI (FVM) Inlet Shaping? Y/N 0.5 Ht (FOM) FINAL H (RIK Intel Water Surface Elevation Top of Mi Topof Inlet Bev. APPROX Adjustmen. Vo Contr. He (Ft" Vi Vi'22g Hi(Eapn) 0.35'MAX. (V02g) SKEW Angle K Bend H RM) Sum HL Ft" (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) SWMA IN 441.690 112 435.250 1.75 441.690 21 16.231 30.84 0.00935 0.288 10.833 0.456 10.487 1.708 0.598 0.0 0.00 0.000 1.053 0.000 1.053 YES 0.527 0.815 442.505 445.710 O.K. 114 436.070 1.75 442505 21 16.230 48.11 0.00935 0.450 10.487 0.427 9.553 1.417 0.496 0.0 0.00 0.000 0.923 0.737 0.923 YES 0.461 0.911 443.416 447.160 O.K. 116 437.060 1.75 443-416 21 15.494 80.09 0.00852 0.682 9.553 0.354 10.244 1.629 0.570 0.0 0.00 0.000 0.925 1.565 0.925 YES 0.462 1.144 444.560 447-700 O.K. 118 438.360 1.50 444.560 18 13.929 89.65 0.01566 1.404 10.244 0.407 11.954 2.219 0.777 0.0 0.00 0.000 1.184 3.079 1.539 YES 0.770 2174 446.734 448.630 O.K. 124 440.250 1.25 446.734 15 10.970 90.46 0.02569 2.324 11.954 0.555 14.806 3.404 1.191 0.0 0.00 0.000 1.746 0.000 1.746 YES 0.873 3.197 449.931 456.010 O.K. EX 1 446.470 1.25 449.931 15 10.970 38.91 0,02569 0.999 14.806 0.851 0.000 0.000 0.000 0.0 0.00 0.000 0.851 0.000 0.851 YES 0.426 1.425 451.356 456.640 O.K. 122 437.720 1.00 441.690 12 2185 5.58 0.00335 0.019 9.179 0.327 0.000 0.000 0.000 0.0 0.00 0.000 0.327 2.185 0.425 YES 0.213 0.231 441.921 442.370 O.K. 128 441-540 1.00 446.734 12 0.539 38.12 0.00020 0.008 2.702 0.028 2.385 0.088 0.031 0.0 0.00 0.000 0.059 0.188 0.OT7 YES 0.039 0.046 446.780 448.200 O.K. 130 441.830 1.00 446.780 12 0.351 78.93 0.00009 0.007 2.385 0.022 3.069 0.146 0.051 0.0 0.00 0.000 0.073 0.044 0.073 YES 0.037 0.043 446.824 448.900 O.K. 132 444.940 0.67 446.824 S 0.307 180.82 0.00057 0.104 -'%(M 0.037 0.000 0.000 0.000 0.0 0.00 0.000 0.037 0.307 0.048 YES 0.024 0.128 446.969 450.660 O.K. LD347 PROJECT: Southwood 9-11 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: MD INCIDENCE PROBABILITY 10 Year INLET OR JUNCTION STA. INVERT B_. OUTFLOW PPE DEPTH OF FLOW OUTFLOW PPE OUTLET WATER SURFACE ELEV. DR. PPE Do (InImm) DESIGN DISCH. Qo (CFS/CMS) LENGTH PPE Lo (FtMp FRICTION SLOPE, Sfo (FT/FT) (UFA FRICTION LOSST(Fvm Hf (Ft/M JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (FtMt) Inlet Shaping? Y/N 0.5 R (EOM) FINAL H (Ft/M) Inlet Water Surface Elevation Top of M1 Top of Inlet Bev. APPROX. djustment. Vi Vi'2/2g Hi (EKpn) 0.35'MAX. (VDJ2g) SKEW Angle K Bend H (FOM) Sum HL (FVM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 100 1 1 1 1 1 427.850 102 426.010 2.00 427.850 24 14.770 1270 0.00380 0.048 6.450 0.162 6.221 0.601 0.210 0.0 0.00 0.000 0.372 0.000 0.372 YES 0.186 0.234 428.094 429.710 O.K. 104 426.180 2.00 428.084 24 14.770 25.72 0.00380 0.098 6.221 0.150 6.184 0.594 0.208 0.0 0.00 0.000 0.358 0.000 0.358 YES 0.179 0.277 428.361 431.570 O.K. 108 426.410 2.00 428.361 24 14.770 256.91 0.00380 0.975 6.184 0.148 19.612 5.973 2.090 0.0 0.00 0.000 2.239 0.000 2.239 YES 1A19 2.095 430.456 432-410 O.K. WMA O 427.790 2.00 430.456 24 14.770 26.17 0.00380 0.099 19.612 1.493 0.000 0.000 0.000 0.0 0.00 0.000 1.493 0.000 1.493 YES 0.747 0.846 431.302 O.K. n D. Cichocki Lie. No. 53741 i1iytt 1 m E CDO ON U N Vi N C > E a E w i N N >i Q um. 0 3 wLL o - 0 W L M �� U00 Z J-n O a > o ry 0LU rvM w a 30 n<oa n ILU �kz� i c ry Z ="< i�i F P ry > LU p p p aNM U U U 00 CD W OOV Q. 0. CL 0 Z a o O O O = Q rl�rVM U V Z O n DATE 111812021 O } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE N/A • 1� 06 0 0 T\ V , Cl) z w/ U _o 0 < J W J a U ' LU lb LL O LU Lu J z 7 0 L- O U C46 7^2 /•w/•5 I..L LL 0 0 0 0 T� i D 0 U) JOB NO. 47036 SHEET NO. C6.4 c 5 a ai 2! c L AryanD. Cichocla LDJ47 PROJECT: Southwood 9-11 DESIGNED BY: CG Lie. No. 53741 a� HYDRAULIC GRADE LINE ANALYSIS Checked: MD 1�/2/22 INCIDENCE PROBABILITY 10 Year 0r� Y' � rs� SSIONAL YZoSt� n E 0 0 U N N N 0 >E w v E 1 Q LL o o U- 0 n w O m of Q j U co Z w J -� O N d O N v z " v U �x ��N< � w ��(I 2 c N Z O M K U U U ti H > j Z) 000 Z a a a O 6- ti kL O O O x H V w (p OO w w r N N N S Q N N M U N a z 0 U) DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY LD-347 PROJECT: Southwood 9-11 DESIGNED BY: CG • C. GAYNER HYDRAULIC GRADE LINE ANALYSIS Checked: MD • CHECKED BY INCIDENCE PROBABILITY 10 Year B. CICHOCKI • • SCALE N/A • �J J 0 0 UP) `^ \e z ce U o OO>a mw� J a U LU Q m U rl a LL o w Lu J z Z Q � - 0 U ^T W I. 0- 0 M 0 0 T 0 V/ JOB NO. 47036 SHEET NO. C6.5 WVERT DEPfH OUTLET DIA. DESIGN LENGTH FRICTION FRICTION NLET OR STA. EL. OUTFLOW OF FLOW OUTFLOW WATER SURFACE PIPE Do gSCH. Oo PIPE Lo SLOPE Sfo (FT/FT) LOSS Hf JUNCTION LOSS SURFACE FLOW Adj. HI 1.3 M filet Shaping? 0.5 HI FINAL H filet Water Su Top of M� Top of filet AdjusMent? Vo Contr. Ho Vi Vi•Z/2g Hi(Expn) 0.35'MAX. SKEW Angle K fiend H Sum HL NLET OR STA. INVERT B. OUTFLOW DEPTH OF FLOW OUTFLOW OUTLET WATER SURFACE DW. PPE Do DESIGN DISCH. Oo LENGTH PPE Lo FRICTION SLOPE Sfo (FT/FT) FRICTION LOSS Hf JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht filet Shaping? 0.5 Ht FINAL H filet Water Su Top of MH Top of filet Adjustment? Vo Contr. Ho Vi Vi'22g Hi (Expo) 0.35'M4X. SKEW Angle K Bend H Sum HL L 0 Lo c o 102: MH-1 M N o N 108: MH-1 STA 10+16.22 "t N + STA 12+98.95 TOP 429.71 = cn v TOP 432.41 INV IN 426.18 103 ( ) 2 "It z O ¢ o- - INV IN 427.79 109) (109) INV OUT 426.08 (101) g U) O_ Z z INV OUT 427.69 (105) 450 o A ° M= 2 n o r� n ,� 14n D. CiChocld (V M O L O L L �..i L N N `-' N f-1 C o Cl) c n o =~ = rn ~ N ~ 1 = v U Lie. No. 53741 7 V M 00 00 � O) O u7 �o C °0 u7 � M n Co�OM n00(O [p O. On a mOOM M mMMN u7 �O(O y!/(. Co + if1 7 CD M � N n 00 V It N MONj 2+:$ V H M} n� F Cl) }�� F M}°D H =�} �o o 21 Z o o��Z o o�az o o.-4z z_ o ��vz o sslo O Qa> po O O N Mu) �U)P? ivaa> ¢a_ ¢a_ ida(L �Qa»> vaa» 703% NAL N��z aN-HOZ Z �FOZ Z ~Oz z ~Oz z z NFO .-mom_ _ �rn�_ _ �U) _ �U) - �U)FZ Z 450 455 455 460 460 SE CO TROL 445 STRUCTURE 445 SWA FOR- A LSTORMTECH 440 440 SWM A: PROPOSED STORMTECH GRADE EXISTING DETENTION WITH GRADE ISOLATOR ROW 435 fBOT. = 435.0001 435 i 430 2.8 430 109 35.32' OF 105 24" HDPE 425 256.91' OF @ 8.09% 425 101- 24 12.70' OF 103 @ 0.50% 24" HDPE 25.7 ' OF @ 0.50% 24" 1 iDPE @ 0 50% 420 420 415 1 1 415 N N M M M M M C V V V V V 7 9+50 10+00 11+00 12+00 13+00 STR 100 - SWM A HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 203A: MH-1 (72" DIA.) STA 10+72.92 205B: MH-1 TOP 454.17 STA 10+11.79 INV IN 445.85 (205A) TOP 454.28 INV IN 445.69 (203B) INV IN 446.00 (205C) INV OUT 445.58 (203) INV OUT 446.00 (205A) 470 204: MH-1 (72" DIA.) STA 10+23.62 TOP 456.80 INV IN 445.96 (205) INV OUT 446.00 (205C) INV OUT 445.86 (203B) DETE ISOI 450 PROPOSED 450 GRADE EXISTING 445 GRADE 445 2.8' 3.5' 440 OP = 440.000 440 SWM A: TORMTECH VTION WITH ATOR ROW 121 435 10.37' OF 435 = 435.000 12" @ 2.69%69% 430 _OT. INV. = 434.000 430 425 425 420 420 03 R V 14+00 14+50 9+50 10+00 11+00 SWM A - STR 122 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 202: MH-1 203A: MH-1 (72" DIA.) STA 10+24.79 STA 10+72.92 TOP 452.86 TOP 454.17 INV IN 445.10 (203) INV IN 445.85 (205A) 204: MH-1 (72" DIA.) INV OUT 445.00 (201) INV IN 445.69 (203B) STA 10+89.64 200: ES-1 for 30 inch Pipe INV OUT 445.58 (203) TOP 456.80 STA 10+06.64 INV IN 445.96 (205) TOP 447.52 INV OUT 446.00 (205C) INV IN 444.77 (201) INV OUT 445.86 (203B) 470 465 ADS UP-FLO 65 FI TER 465 EXISTINGP OPOSED 460 4\60 460 455 455 450 450 445 445 205A 11.79' OF 20 C 12" PVC 11 2' OF @ 1.25% 12' PVC @ D.00% 440 440 435 1 1 1 435 STR 202 - STR 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 DEl IS' MH EX.1 455 ADS 455 SYSTE 8' DIAME ER PROPOSED GRADE STING 450 G DE �2y 6F 450 / SANITARY PIPE 14-2 445 $Oeoo O 445 WATER @ LINE \ / 1.6' t 3.3' OP = 440.000 440 A6 1y° 3 440 SWM A: yp°b STORMTECH 7 @ ENTION WITH 60 )LATOR ROW 115 1a' DPo 80 09' OF 00 /o 435 2 ^ HDPE @ 1.50° Y SANITtil 435 OT. = 435.000 111 31.40' OF INV. = 434.000 21" HDPE PIPE 1 @ 1.96% 430 113 430 21" HDPE @ 2.07% 425 1 1 425 V R V tl V V V C 9+50 10+00 11+00 12+00 13+00 SWM A - STR EX.1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 M 118: DI-313 6 ft Throat 128: 18" Basin -Circular Grate _ STA 10+01.73 STA 10+39.90 130: 18" Basin - Circular Grate 00 Itoo TOP 448.63 TOP 448.20 STA 11+18.79 o,t H INV IN 440.25 (123) INV IN 441.83 (129) TOP 448.90 p v 0 O INV IN 441.54 (127) INV OUT 441.73 (127) INV IN 444.94 (131) i i Q a OF INV OUT 440.15 (117) INV OUT 442.22 (129) U) Z 4RS AM SEE PROPOSED CONTROL 46 GF DE 460 DETAI FOR EXIS rING SWM GRADE- STOR TECH 455 455 OP = 450.750 450 5 SWM B: 450 STORMTECH 69 DETENTION WITH ISOLATOR ROW OT. = 447.0 00 445 INV. 446.0001 445 203 16.72' O 205 201 48.15'DOEW HDP 7.38' OF 18.26' OF @ 1.00% @ 1.000A 24" RCP 30" HDPE @ 0.50% 440 @ 1.25% 440 435 435 430 1 430 7 h 7 7 R 9+50 10+00 11+00 STR 200 - SWM B HORIZ SCALE: V=50' VERT SCALE: 1"=5 14+00 14+50 Asn 455 455 PROPOSED GRADE 450 450 T MIN. 445 445 OF TIHDPE 3' MIN. 0% 127 129 440 78.93' OF 440 I ZlJJDPE 1 @ O.V% @ 0.50% 1 ' EXISTING 435 GRADE 435 CONTRACT R TO COMPA T I FILL TO AT LEAST 95% 1 / STANDARD PROCTOR DEN ITY 430 430 425 1 425 R V h H h V 7 V V 7 V 7 12+00 9+50 10+00 11+00 12+00 13+00 STR. 118 - STR. 132 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 14+00 0 50 PROFILE SCALE M E O O U N � N C > E w a E <w a°3 Q LL 0 3 C)LL wO `mom j V 200 J -Li d O N � N � z W W Ir Q X LL oQ �v ti = > N F a C Y� N � M o w CL O ce 0 F �� o N � DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN 1� W 0 1__q TT� V/ U 0 Q U) J> w M _u J L.I.J J LL w O Co 1� Q LL V) z 0 Q O U) 0 0 2 (0 V JOB NO. 47036 SHEET NO. C7.0 L DE Ic STA 11+19.93 TOP 466.22 INV IN 461.71 (223A) INV IN 458.93 (221) INV OUT 458.83 (219) 0 16 n r;� v 2 °'cli N N O) H V co 0) 't 0 Qi = u- m u7 LOCO fM V mUi'U5 7 _+0'W V H M+M7 H �o�Z Z 0 p�co aZ 0 o~O»>°r°HO>> 485 CmU)PK Z Z NU)HZ Z 224: DI-31B 6 ft Throat- STA 12+73.23 TOP 472.40 INV IN 464.98 (225) INV OUT 464.88 (223C) 223B: DI-313 4 ft Throat STA 12+31.35 TOP 471.53 INV IN 464.04 (223C) INV IN 464.04 (229) INV OUT 463.94 (223A) 226: DI-313 6 ft Throat STA 13+49.16 0 _ ' 0 ca O 2 M V m TOP 474.30 tcli o rn N N H V V o t INV IN 466.60 (227) 210: DI-36 4 ft Throat ro 2066: MH-1 K m C"! coo ° o ° r� INV OUT 466.50 (225) STA 10+00.45 00 m ca) � STA 10+00.30 m N co 0' u- o 0' o Z 00 o N o v m n M o 228: DI-1 TOP 462.71 TOP 460.13 m c� C- H C? C-j H M � 't H m 000 . 1 STA13+90.22 INV IN455.94(211) 0o�p +-H- I INV IN453.34(217) p�aZ 7 0 p�vZZ + + V a 0 p<az (0 O D �`? O o�v� + NH- TOP 475.15 INV IN 456.00 (215) 6 Q a INV IN 454.00 (207) o F 0» o F 0» > H O > > Q o 0 INV OUT 467.32 (227) INV OUT 455.84 (209) N U) HO Z INV OUT 449.59 (206A) N ra H z ? N m H Z Z Z �' H - N rp Z 485 480 480 480 480 / 480 480 / PROPOSED 475 GRADE 475 / i EXISTING / GRADE 470 470 / FADS BARRAC A / 465 CZVCZTFZRA 227 465 DIAMETE 41.06 OF / 15" H PE @ 1. 5% 71225- A2' OE460 /111 15" HDP 460 @2, 15" HDPE @ 2.00% 5.2' / / y10 6 OF / 6 3 P� 455 455 @ 5 @i 450 TOP = 450.750 Sys B: STORMTECH FENTION WITH L206A OLATOR ROW 5.86' OF BOT. = 447.00 15" HDPE @ 10.00% 445 445- - - INV. = 446.000 N �n o o (a M R C er V <t <t <t V 9+50 10+00 11+00 12+00 13+00 SWM B - STR 228 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 D E1 IS N N C? It d. O )i O 11 � I- 404. UI-013 O It I III UGI _ +o � v 'ItSTA 10+78.16 ` Z Z O > > TOP 451.76 oNi INV OUT 447.38 (2K N In H__ 465 465 460 460 PROPOSED GRADE EXISTING 455 GRADE 455 / J 450 -'-' TOP = 450.75t SWM B: TM N. STORMTECH ENTION WITH DILATOR ROW 445 BOT. = 447.00 233 75.81' OF '-HDPE 445 INV. = 446.00 @ 0.50% 440 440 N �o h to C R 9+50 10+00 11+00 11+50 SWM B - STR 234 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 14+00 14+50 236: 12" Basin - Circular Grate-, IN INV INV DE1 IS 475 475 470 470 PROPOSED 465 GRADE 465 EXISTING GRADE 460 460 / 3.2' 2.15 455 AV F 455 HOPE 12' @213% 450 450 445 445 v 9+50 STR 111+00 210 - STR. 216 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STA 10+15.12 400. 14 oasni- t,uwiai �IdLc TOP 453.64 STA 10+29.14 INV IN 449.34 (237) TOP 453.70 OUT 449.24 (235) INV IN 449.72 (239) INV OUT 449.62 (237) 232: MH-1 240: 12" Basin - C STA 10+02.22 +02 STA 10+89.42 TOP .2 TOP 456.00 N 448.98 (235) INV OUT 451.89 N 447.00 (233) 465 465 460 460 PROPOSED RADE EX I TING RADE 455 455 T / M I 4.i 0 450 TOP = 550.750 SWM B: 602a PE STORMTECH ENTION WITH $@H 600�0 DILATOR ROW O 235 237 BOT=447.00 445 19 an, oF 14. 4' F 445 INV. = 446.000 8" HDPE @ 2.00% B" HDPE @ 2.00% 440 440 M h � v v 475 PROPOSED 475 GRADE EXISTING 470 GRADE 470 / ADS / BARRACUDA/ 465 SYSTEM 8' 3.5' 465 DIAMETER / 13 2p00E / 122„ Oe 5 460 / 460 / 2 PROPOSED WATER i O LINE 455 1 1 455 207 50 50' OF 66.49' OF 96 OF 15„ HDPE 15" HDPE 42 , HDPE 10 @ 1.75 b @ 1.75% 2 00% SANITARY 450 PIPE 7-E 450 445 445 o ro � v •� Na a v It v v a 9+50 10+00 rn N 223B: DI-313 4 ft Throat 7 STA 10+00.14 to CD to TOP 471.53 06 INV IN 464.04 (223C) p v O INV IN 464.04 (229) o Q a OH INV OUT 463.94 (223A) N >K ARF ircular Grate 239) 9+50 10+00 11+00 11+50 SWM B - STR 240 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 11+00 STR 206B - STR 12+00 214 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 m _� rn M N N Q" co zo CR N 0 00 [DE7 c? +O��H CD (a Z- NHOZZZ N fnH_-_ 485 AAn 480 480 E ISTING G DE P OPOSED G DE 475 475 470 470 PROPOSED .8' WATER LINE 1.9' 465 465 g v- 3�29 1 460 460 455 455 h v 9+50 10+00 11+00 11+50 STR 223B - STR 230 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 13+50 222: 15" Basin - Circular Grate STA 10+61.23 TOP 469.27 INV OUT 460.79 (221) aRn 475 475 PROPOSED GRADE EXISTING GRADE 470 470 465 465 1.4' 5.5' PROPOSED WATER 460 LINE 460 221 P 6212 1�3p0)o 455 455 1 450 450 N R R 7 9+50 10+00 11+00 11+50 STR 220 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 50 PROFILE SCALE 4n�& Cichocki Lie. No. 53741 i1121tt M E O O U N � N 0 Q O > E W v E H- w v 3 Q LL 3 � LL 0 W 0 f6 ^y J U 00 J -Li a > 0 " (A N (� W W mr 3: 0 n X LL oa =� Ln _ N Fva� 0 Y� N � M no O oc 0 F �� p N � DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN ,--q ,1� W 0 1--q TT� V/ U 0Q U) J> w M _u J L.I.J J LL tY w O m 1� Q LL (n 0 Q O 0 0 2 �0 V/ L JOB NO. 47036 SHEET NO. C7.1 SDR 26 WITH PIPE BEDDING (PER ACSA STANDARDS) BROUGHT A MINIMUM OF 2" ABOVE TOP OF PIPE. - 1 TOP 446.44V INV IN 440.44 (2-1) STA 11+7g.40 STA 10+00.00 INV IN 440.44 (1.1-1) 1.1 TOP 443.86 X' TOP 452.23 INV IN 440.44 (11-1) INV OUT 440.90 (1.1-1) 465 INV IN 439.80 (1-EX. 1) INV OUT 440.24 (1-EX. 1) 465 460 460 PROPOSED HORIZON 455 ROAD GRADE 455 \ EXISTING 450 \ GRADE 450 PROPOSED \ 445 GRADE ll 445 PROPOSE 2.33' WATER LINEJ 440 _- 440 1-EX1 91.34' OF 88.07' OF g" PVC 8" PVC @ 0.50% @ 0. % 435 435 w wa w+UJ 0) . + g gig+g of w c- of 430 ~ cna ~ cn (n 430 -a TOP 446.44 INV IN 440.44 (2-1) INV IN 440.44 (1.1-1) INV IN 440.44 (11-1) 465 INV OUT 440.24 (1-EX. 1) STA 11+13.83 TOP 447.88 INV IN 441.90 (14-2) INV IN 442.52 (3-2) INV OUT 441.70 (2-1) 3 STA 11+83.53 TOP 448.59 INV IN 443.47 (4-3) INV OUT 443.27 (3-2) STA 13+91.82 4 TOP 451.75 INV IN 446.55 (5-4) INV OUT 445.99 (4-3) INV IN 454.26 (7-6) STA 16+28.06 5 INV OUT 454.06 (6-5) TOP 462.73 STA 17+36.03 INV IN 454.38 (8-5) 7 TOP 462.01 INV IN 453.58 (6-5) INV OUT 456.04 (7-6) INV OUT 453.38 (5-4) 465 EXISTING � � - - GRADE i ' \ 460 460 \ / STORM WATER SERVICE LINE, / PIPE 21 DEPTH APPROXIMATE, / O TYP._ 455 1 455 O 6-5 8' PVC 27.58' OF 222% PROPOSED 8"P GRADE ° 1' S/° 450 450 OF -77 \ I 236n VG 445 \ 8 9°( Of N w 7cm 445 5.4' �- 4-3 g + \ Ir69 �1.4' 28' OF ' J\ r F OF / PVC440 C @�1.21% J J J J J J J J J J J J J J 2 1 ' Q Q Q Q Q Q Q Q Q Q Q Q Q 440 I IV' V�L 7 WM Wu7 WN WN N WOW WO W� W� WN 8' VC ✓ L / H- l� H N H n H O H 06 H- 00 H r H u) ll H O H- H- (M H (O 7 F Q) H M STOR ` J J+ J+ J J+ JN J Q+ O J+ J+ J J J JM @ 11% PIPE1 3 1 �� _M _M _M a v_ a �� u� (o m �- In L')�QU) U)) U) U) vim) U)) v/) U)) vl) U)) U)) U)) vf) vim) U)) v~i U)) vim) U)) vim) U)) vim) U)) vim) U)) v~) 435 435 Of 00 O_ (0 Of co W Of Of V CC r--w co O-' N 00 0_ O D_' 'l: M W O Ir M O_ co w 0) w l` O Of N of w 0) Wc- wM W('') w)0 wu� wl� w0) )OW 9LUM 9 WQ Wa W- W°0 WD W O T7 WN W Wcq H- a- H- M H- Lo H n H 0) H u� F W rhH- 00 H- 0) O H- 0) H- H- 0) H- 00 H- cm F 0) H- 0) 0) H- u) H- F u') gcl)+ g+g+ g+ g+ 5 g+ �gT5T T 5 T 5+ gM gI g g� 5 g+ g 5+ Of O O O_ O w m N N N N N N N M M M � i I + (0 + (0 � (0 � � 430 MM 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+00.003 TOP 462.7 490 TINV IN 454.38 (8-5) INV IN 453.58 (6-5) INV OUT 453.38 (5-4) HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA 12+06.23 y TOP 474.88 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 18-51 STA 13+19.33 P7TO474 (1INV IN 472.08X2 INVOUT 471.08 (10-8 STA 13+90.98 TOP 485.39 INV OUT 476.23 (10-EX.2) 490 PROPOSED EXISTING HORIZON 485 GRADE OAD GFOkADE 485 Q�Q(D W�w� 480 ~ 2 ~ o \ 480 Of < PROPOSED LINE U) U) /WATER 7.0' 475 475 / �F 1p� . G �j I? 0°1° PROPOSED @5$ 470 / WATER LINE 470 PROPOSED / GRA E / / 1� $, OF 0 3dgJG F 465 / $ 465 PROPOSED WATER LINE 460 460 $" O 455 J 455 WMwU? LL M W W? W� W7 wMLL M w� Ll 3+g�' N g g" g�g� ga a g+ O_ _O U) + + + N_ c N_ Q Q Q 450 cnH-cnH U) ~ cn U) U) U) U) La La U) m�~La~ U)~�~ U) �~ 450 4R5 INV IN 465.43 (9-7) INV IN 465.43 (10-8) INV OUT 464.93 (8-5) STA 10+11.02 8.1 TOP 474.96 INV IN 465.85 (9-8) INV OUT 465.65 (9-7) INV IN 440.96 (12-11) INV IN 440.96 (APT1-11) INV OUT 440.76 (11-1) STA 1 INV IN 440.44 (2-1) INV IN 440.44 (1.1-1) 9 STA 11+33.25 INV IN 440.44 (11-1) TOP 472.42 INV OUT 440.24 (1-EX. 1) INV OUT 468.04 (9-8) 485 460 EXISTING 480 GRADE 480 \ PROPOSE \ GRADE 475 0-1 475 470 3 8' 470 122.23' O 8" PV WATER @ 1.79, J JSERVICE LINE, JDEPTH Q Q w o w F H ri PPROXIMAd 465 F� HM 97 go go�� 11.02'OF �Q �Q OF'n USU) U)w 81,PVC U)U) U)U) 460 @ 2.00% co U) In 460 J W a W 0) W W 0) W N �M 3N (g( g go J }) + + + O + c 455 U) U) U) F F 455 \ HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 11 L71-1 31.71' ( 6" PVC @ 1.00 STORM PIPE 113 12 15+00 16+00 INV IN 443.44 (APT2-14) INV IN 442.63 (15-14) INV OUT 442.43 (14-2) INV IN 441.64 (13-12) STA 10+00.00 INV OUT 441.44 (12-11) TOP 447.88 SEWER EJECTOR PUMP INV IN 441.90 (14-2) STA 11+27.14 INV IN 442.52 (3-2) 13 TOP 437.79 INV OUT 441.70 (2-1) INV IN 434.95 (APT1-13) INV OUT 434.95 (13-12) 460 460 N TE: S WER JECTCR P MP D SIGN Y MEP 48.02' OF 6" PVC @ 1.00% 47.41' OF 2" PVC" @ -14.11 % LDING !7' OF PVC 1.00% 17+00 INV IN 443.26 (16-15) INV OUT 443.16 (15-14) 18+00 SEWER EJECTOR PUMP TSTA 11+103.24 OP 44.4 INV IN 435.25 (APT2-16) INV OUT 435.25 (16-15) 460 455 455 PR POSED BUIL DING 450 450 PROPOSED GRADE 445 445 ni41.440 440 14-2 \ 32.41'OF 6" PVC @ 1 63% FORCE MAIN \ 435 435 STORM 27.64' OF PIPE 117 2" PVC" APT2-1 EXISTING @-28.98% 4.85' O GRADE 61,PVC @ 1.00° 430 430 0 50 PROFILE SCALE NOTE: SEWER EJECTOR PUMP DESIGN BY MEP. *PVC SPECIFIED BY MEP IN PUMP DESIGN 4n�& Cichocki Lie. No. 53741 i1/21tt M E O 0 u N � N 0 > E w v E Q um o 3 p U. w0 m,, � ji5 so w J -N d f O N LA N 0 W w Z~'x 9W, LL p R = v ur) = N N Fv >m Y00 N � M a� �w t7 U,�� FN ti DATE 111812021 DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE AS SHOWN 1� 1� C6 \ 0 1� 9+50 10+00 11+00 12+00 13+00 STR 5 - STR EX.2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 14+50 9+50 10+00 11+00 STR 8-STR 9 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 9+50 10+00 11+00 SSWR APTS. 1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 9+50 10+00 11+00 12+00 SSWR APTS. 2 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 JOB NO. 47036 SHEET NO. C7.2 f� D. Cichocki U lie. No. 53741 SSIONALG M E O O U N � N C > E w v E � w v 3 Q a o 3 p U. — wO `mom d W L M a� Voo Z w —ui O 485 485 a > N ry a U 3O x N N p Q I i ry Z = U Q � F °� > 000 ND wM w00 UUU co CD OOUO ;000 � 2aaa O d ti RY 00000�'/ � f�� m 1-EX.1 0 0 0 0 x F N O O O 2 Q I 1 N M ti Q ^ ti z o O n DATE 1/18/2021 DRAWN BY C. GAYNER • DESIGNED BY • C GAYNER • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN IL cib 0 1� TT� V/ U w LL LL OQ LL 16 Li J ' E: ly mw O LL CC n/ LL Li jj LL ' LU LaJ_ co LLJ 1� Q Z LL O J LI..I LU 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 0 SWEETBAY STREET WATER PROFILE 7 = o Q HORIZ SCALE: 1"=50' ^ VERT SCALE: 1"=5 P1 0 C) O O 2 5 D �O V/ 0 - 0 50 PROFILE SCALE JOB NO. 47036 SHEET NO. C7.3 aD / W + W + 480 ¢ 480 mini+om 90°B Q�Qo W H + W r H + r C7aC7a 475 475 / SAN I PIPE 470 470 TEE � U J o J o [EXISTING O > > � GRADE / 465 � �� w 465 W W + W + XaH 00 - O bo � / w o / QN U`a 460 5' MIN. o� u~i 460 / eX6' s'xs^ TEE � 455 TO FHA 455 f III PROPOSED � GRADE I 450 6" CLASS 52 DIP II 450 WATER LINE / / \ � 3. 'MIN. � II 8"X4" TEE r 8" CLASS 52 DIP / 8" 4" TEE TO � WATER LINE 445 8"XS" TEE FI E LINE 8"X6" TEE TO FHA I 445 / \ / / "X4" T E TO 8"X6" TEE I FIRE LINE � TO FHA \ 5' MIN. / 1 �u 440 440 L f� 490 490 D. Cichocki U lie. No. 53741 SSIONAL0s M E O O U LL N C > E w v E w v 3 Q LL o 3 p LL 0 cc wO `mom 0 W L M Q_j Uoo Z 490 490 w .J. — ui 0 rn C7LU rv� a w 30'x (n aLu i ry Z = U Q m F °� > 000 w M � U U U 00 H j OOUO ui 2aaa O d ti O O O F 0 w p O O ry 2 Q l ry M Q n z o O U) DATE 111812021 0 DRAWN BY C. GAYNER a. • DESIGNED BY • C. GAYNER cf • CHECKED BY B. CICHOCKI • • SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 9+50 10+00 11+00 12+00 FLORA VIEW DRIVE WATER PROFILE SWALLOWTAIL LANE WATER PROFILE • HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 cb O 490 490 T� V , 460 460 U w Lo OQ J J' LL m w O J CC n/ ' wco LIJ 1� Q Z ui O J `i • 2 w Q O �— ^ U I..L W. O O 2 5 D 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 O RENEWAL ROAD WATER PROFILE HONEY BEE WAY WATER PROFILE (n HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE:1"=5 0 0 50 — PROFILE SCALE JOB NO. 47036 SHEET NO. C7.4 485 485 480 � 480 u� o 0 Q ui - � O 475 O 475 � EXISTING / � GRADE / 470 470 / 3.5' MIN. i 1.9' 465 PROPOSE - 465 GRAD / / 90° BEND / 6"X6" EE STORM PIPE � 1 TO FHA 229 � 460 460 \ � 6" CLASS 5 DIP 6"X8" TEE 1' WATER INE MIN. 90° BEND STORM PIPE 221 455 455 SANITARY PIPE 8-5 � STORM � PIPE 211 SANITARY SEWER 450 w w w LATERAL, DEPTH APPROXIMATE, TYP. 450 (n 7 !n (n M W � W W Q ~ Q Q ~ 445 445 485 0 � 485 0 w M c~i> Q "' EXISTING w 480 GRADE 480 PROPOSED � 475 GRADE 475 3.5' 6"X8" MIN. TEE 470 470 SANITARY PIPE 10-8 465 w w w w TEE 465 SANITARY SEWER > > co > > �n 6" CLASS 52 DIP LATERAL, DEPTH w� w� w a; w m � WATERLI E APPROXIMATE, TYP. � co � °D � O � �' w� w� w� w� Q Q ~ Q ~ 460 U-)- � c~n 460 EXIST[ G PROPO ED G E G DE r 485 3.5' 8" CLASS 2 DIP 485 M'MIN B 8" TEE TO 480 8"X6" TEE EXISTING 480 TO FHA � W TERMAIN IN 7,ORP � HORIZON DRIVE 475 > 475 AIR Q ' RELEASE w VALVE � 90° BEND � m 470 470 ro 0 Q 465 � 465 460 460 EXISTING GRADE PROPOSED 455 GRADE 455 i / / 450 / 8"X8" EE TO 450 EXISTING WATE MAIN IN HORIZON DRIVE .5' 8"X6" TEE 445 MIN. TO FHA 445 8" CLASS 2 DUCTILE B"X8" TEE IRON WAT RMAIN 440 m N 440 r 0 Q 435 ~ 435 L HIGH PT STA = 10+22.84 LOW POINT STA = 11+91.73 HIGH POINT ELEV = 486.47 LOW POINT ELEV = 475.40 PVI STA= 10+42.34 PVI STA= 11+37.20 PVI ELEV = 486.08 PVI ELEV = 476.78 A.D. = -7.80% A.D. = 7.27% K=5.00 K=15.00 o rn 39' VC 109' VC— to o O (O r- �� I-M O MOcoo 1` V 1� M CN W to n + + It O II Nao (0 W + 'It7 + It co + 01r I c II II II > cO II O') II Oil ' II 11 > 11 > Q W II w ILll II LU II I1 WQ W � UUU m W m UW �W �W- as m w m w as as Alan PI -2.00 485 / — \ 9(9 485 \ \ 480 480 475 475 1.00% 470 _ 470 465 465 N� 'bCS °1 1ee\,�co No v,cn vo M O R0 a VO a 7n a 7� a 7M a a V 9+50 10+00 1 '1 • Ib 11+00 12+00 13+00 SWALLOWTAIL LANE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 14+50 0 50 PROFILE SCALE AryanD. Cichocki Lie. No. 53741 l�/24t , M E O U N � N Q O > E v E w 3 � w v Q LL o 3 C)LL 0 wO `mom 0 W L M a-1Voo Z w — (ri O rn w v zF? (L V 30V)Q w o a=; 0 ti ti ti i c N Z < o iii IF- F 0 B > LU 0 0 0 w M U U U 00 j vi H OOVO � O Zaaa a O O O x F N rN w O O O 2 N M a Q N ti Z O DATE in 111812021 0 DRAWN BY C. GAYNER } • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' • �J T O 1 A. \ \ \1 J A r 1 'ZDO7 ---L \ --1— I \ l I hI \I \ /� Imo/ `\ \ \ > 0 \ D� \ \ \ \ v \ \ -� / NM1 m n Q J 44 \ \ ` \ \ I \ \ \ Iy� \ // , / \ w \ 7\7\ \ `\ 1--I Q LUW J u 0 Of 11 50 \ 12+00 SWALLOWTAIL LANE 1 0 2+y'g � _ _—_ +00 4 ;u \ ao� 13 .01 O1 \ I r \ \ \ \ \ \ Ag6 _ I I r� l I II /m(nca Pm. 0 co _ m , K — _ =L 07 / � � Z / - --------\\ i / DU p9 — ITD / IT �, � - ----481- JOB NO. 47036 \ \ \ 1 I I _ _ _ -,_ SCALE 1"=20' 489 ` \ ` ` \ 1 1 I I L SHEET NO. 0 20' 40' C8.0 L o c�0 O co o� u u > Qw F cf) W W >> dR0 a a LOW POINT STA = 11+07.69 LOW POINT ELEV = 462.06 PVI STA = 11+32 PVI ELEV = 461.43 A.D. = 6.61 % K = 15.00 —99' VC v (0 00 °+° t a I JII � n U 0 ; W w HIGH PT STA= 13+71.62 HIGH POINT ELEV = 472.27 PVI STA = 13+44.57 PVI ELEV = 471.91 A.D. _ -3.61 % K= 15.00 54' VC a°po rn cq C9 _ lyeco 10 co N u7 N O CM �r + v + a u mn u n > u n > p W p W fn 0 0 Q J y W Q J co W (n Um UW m w as as cIco rpro, + I n > / <W / In W 475 / > > 475 / 1.3 0/0 5 470 470 I� a9 465 / 465 / -1.69go 460 \ / 460 455 455 450 450 � M ,n N � N ,n N �� r- W v� N �'n v� vI va va v� v� v� vt v� 9+50 10+00 1+00 +14+00 VIEW DRIVE PROFILE FLORA 4.52 _ t 4,6 43(3 — \ R3' 00 y \,oh\` 1 r HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 15+50 o l 4u 46/ /' / 4i -// 472 R5;/ ' / / / ' / / R5' h / / OJ-- /-- 2+F5-0--- -I-----13t+00-� --- b---- 1o3 +I-50-- t-14+00 14+�--------04 0.88� R 18' R 15' I a 18, ✓/. i .� / A6 46 . / .. / ./ / i \ al b / 468 ,) /' N 469 I w I; OI�IF ;AP w la1 / /. O , I+I I' r.�: Q I b 31' COMBI �SA / SEWER A f� (NATER z Ij. EASEMENEDA�.�6. � � � � p/ U) 3_1I1'CQM13INEDACS%. \\ �� \\ \ I I I I / I / + I \ S�WER AND�WATER EASEMENT 3 I I \ 464 \ \ •}� \ \ \ O0 I \ , I I In \ I 1 I I ' ♦ \ `� \ \ \ \ I \ I 1 t I 46, U.) A 0 8+0NM/`° 20+Ra$45' o0� � 15' TBY SS EAEET 55.64I-Rl _ O AryanD/ Cichocki U lie. No. 53741 a�-, Ill it `SSIONAL� m E 0 0 M U N 0 > E v E w 3 H- w v Q a o 3 C) U.0 w o `6 \ 0 W L M a_j U00 Z w — r 00 rn O ry r a C7 LU zFw V ?Ir 30VQ w o ¢ O Ln i 0 ry Z _"< o iii 0 > o00 w LU U U U M 00 vi H j OOUO ui 2aaa O a O O O x F ry N N N O O O LU 2 Q� 1 N M z O O in DATE 0 > 0 50 111812021 PROFILE SCALE o} DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' cib LJJ / / V , .5' / / / � w Q Jw> - Q / - g 0 LU Q L.L � LL I / LLI ° w i / EL /r /u N / c^lL LL / / / O , OI I I I \ O\ ` 3 JOB NO. _ - - - - SCALE 1"=20' 47036 SHEET NO. 0 20' 40' C8. I L ELM 495 O h N C) o = co r- o + u > n u > 490 w LLI-j 490 as as 485 ro 485 orn i n CD, ++ II n I > II > J 480 W J w 480 s — _\ a a /'— 5 475 / 475 2 36% 470 _ 470 _ 465 460 465 460 �O p� V CD (\I to,) Lo a V a R r- 9+50 10+00 11+00 12+00 12+50 RENEWAL ROAD PROFILE HORIZ SCALE: 1"=50' V ERT SCALE: 1 "=5 a. — LU — W T m Q W i 8\ >I E OWLU \` �wQ -- �I \ \ \ \M fn W > \ 0 \ Ja J LLIsr \ . \ — 20 Of \ i Lo A W / ... \/\/ M 10+ 10+5po .. _ 00 11+5 \ aV02i 3F/MA7 \-- \ 911b MI d-1 \ \ \\ \\ \�HT— —QHT -- ro V l / l Abro II I it \ �18 NI i'. cl N / 1\ 11 A \ Eo J �� 1 W W / ► I � I W \ mh IFZ? Et I co I air \ \ 0 50 PROFILE SCALE AryanD. Cichocki Lie. No. 53741 1// 4t , M E O O rn U N � N C > E a E w 3 � w v Q U. 3 p LL — wo `mom 0 W L M a-iVoo Z w — r O 00 rn 0 w rv'i w zF? a V 3o�x oa "_ w V-1 '�Q r IL-fl i c ry Z F 8 � > 0 0 0 w M � U U U 00 j vi H OOUO � O Zaaa a O O O x F N w O O O 2 1 M a Q I N ti Z O DATE in 111812021 0 DRAWN BY C. GAYNER } • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' • �J T 0 1 T\ I O Q Q \ \ I J > 3: Lu W\ \ J \ c U1 L�/ LLJ LL Q LL \ \ I 'I II ° �_ \\\ I 1' LL \ p Q \ _ I o � a_ 1 Q tl \\ 1 I/ 1 I OI 1 r r I I I I 1 I I JOB NO. 47036 SCALE 1"=20' I I SHEET N0. I 0 20' 40' C8.2 470 CfL10 465 465 o co as to M � � p ° O n 0)N N .- + I I Q / > / w / 460 of .= 460 W N> I I a O N N +v V I I > I- cowcc J / d M-41 0co 11 Qw � w�j 455 i/ cO cm 11 Q � > d a (L 455 COO a a + 11 Q U)w W (�_ �> LLT— J r oa r�'i4 11> j da �Od Nm4v o da ap°b ui N } 7 W / + 00 o> Q w a 450 450 JU)w j a �� 1.25°/ a //— \ j > a > / 1.25% as \ 0 0 3 0a \ 445 445 /2 g0°'o J \ — 440 ` 440 J 435 435 430 430 Q) M h W O � 1, co h N Q) O� O� fo W O� 1� W 1\ V h c+j ^ V 7 OCO h W V t` �� R Ow h R oJ �M M d'O Ru7 �O hu7 �N hto h j (o tl' V V V 7 I V V V 1 7� 7� R R s R 8+50 9+00 10+00 11+00 12+00 13+00 SWEETBAY STREET PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 14+00 15+00 0 50 00 PROFILE SCALE Lo V 16+00 AryanD Cichocki Lie. No. 53741 1// 4t , M E O b rn u N � N C > E a E w � >v 3 w Q LL v3 O p LL 0 wo `mom W L M < � j Voo Z .J. — ri O rn C7 LU w � zF? a V 30�Q w III i c ry Z _"< o iii F °� > LU 000 w M U U U j vi H OOUO � O Zaaa a O O O 0 W N rl 0 0 0 2 �NM rN Q^p�j Q I\V ti Z •\ti O O DATE in 111812021 O DRAWN BY C. GAYNER } • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' • �J T O 1 \ LU LU • //yam �A/ I /' ° / / / J \\ \ \ \\\ \\\ \ / NAD 83 U U) SCALE 1 "=20' O \ \ \\\ \\ \ a -a- LLJ 5 — _ w 4 R3' �'. 11\ \\' \ \\ i .\ w 5 co LLIL... R3' \ / / \ �x 0 452 - _ _ \ w LU J -(A \ - - - 5 / . \ 452 - 452 % O� �Un/OA / / l\ \� \ \ \ ` A5 `p0At JOB NO. 47036 SHEET NO. \ \ \\ y oo C8.3 0 h R nsy HIGH POINT ELEV = 479.98 PVI STA = 20+32.12 PVI ELEV = 479.79 A.D. = -3.83% K = 5.00 u0 r,7,� 00 W(O ILU') (O O) Lo SO N rriy MIp 0 N p II Aw I N n II > U U ah E,ty-,mz° + � J / Um Uw U m w II J a o 0 480 480 a a / I� 0 0l0 475 475 0 0 + co / u > 470 i J W h 470 as0, / 465 465 coo o / M I N �60 Q I I W 460 11LTJ w > > W .� a 455 455 4 04�1° 450 450 (D ^�- co �U �- 00 U? �� N �M N co �I� (O A cM u1 Nn �07 N M l � oo I M N rn �� c\l u] � (O 0� d' 00 0� tl' �- (O � d' (O � a7 � co fit` Ita' N � tl' u0 ca I` 'i 'IT�' � `� W v v v ItItItd' v v v 15+00 16+00 17+00 18+00 19+00 SWEETBAY STREET PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 U /Cichocki � k No. 53741 �_ ' l�a'2%ZZ N ~ `SSIONAL� M E O O U N � N C > E w a E i LU N j 3 Q U. O 3 p U.- wo `mom LY W L M a_ Vo0 Z w -ui O rn (7 W N d v� �o�,x W oa r O i c N Z xV<m 0 LU LU LU z z z F 0 > 0 0 0 w M LU U U U 00 vi H j � Q 0 � Z a a e O a h h h 0 O O O x N O O O M ti a ^p�j .may Z O U) DATE 111812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' O 1 1� ON v I \ of h 1' COMB ' SEWER A 9�ATER I LU tW { I I 1 1 I 1 ,. I 1 I dl /' EASEMEN LU �' I % :,: Z LL of i➢ / i _ ---__ /,I°, 1 1 4: tt I I I 1 \ Itq� I I I^ry ^I- I 1 I).; 1 1 I °`-r I O Q � Q m I I I J b, _ Q LLB w w R3 > U) LL %`✓ - --- _ ---- _ - of t: \ ET \�. \ \ �.\. �� O - +- E +00 R3 h _ _ _ ` \ 1v \ ` \ \ \ \ II \ \ \ . I �. \ \ \ \ I Tt45' ' - LU LU -15+50 \ \ 11 \ 41 \ \ \ \ \ \ \ \ 1 w 20+55.64 \ Q O IL 4 � RS �sj 0 - : CL 20 sr 4 4 E \ SEWS EASEN 16+56 _ _ I } ^EEC-\19 ®p Q -� •r g ETBA R o g+00 co w CID cb - _ - _ - - ' I 36 CD ScV • — — — � ---- ------ A\EMEN /463I '---------- --- \ �/•� ------ ----- _--- gCSASE R /UNDATION - ---- ------ ----- _ AND WA gSIETO - 466QUN- / JOB NO. / DRAIN EWER - / vj - - - - - - - - - - - A ' 47036 STORM ---- / 46 -- --- cv 1 25' _ _ SCALE 1"=20' ,� I 4$2 �i� -A - _ \ SHEET NO. — _ kla 4js _ 0 20' 40' C8.4 20+00 21+00 21+50 0 50 PROFILE SCALE HIGH PT STA = 10+91.07 HIGH POINT ELEV = 452.66 PVI STA= 10+80 PVI ELEV = 452.22 + vo v A.D.=-4.43% K=5.00 u Q > u W Q > w (A w U) w CD 10 co >>>> a a (PILO'Oa6r Lo FF.0 oil II oil w II w co ; U) ; �m jw m w 460 colco . Q 460 + o V II n > Q w ~w / 455 a 455 450 ° 450 Co. yp,°I 445 445 440 440 435 435 r M O 1, N OV V hcb R� oM RLo 9+50 10+0°HONEY BEE WAY 12+00 12+50 WAY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 ` `\ \ 11 � I I I II I I 1 � l 1 1 I / I ,' /' / / ./ , �� /" ._:%.i. / //' I ,// , /h ' QO // \O�•Cy __ \ 0 \ \ \ 11 I I I I I I \ o \\ \ 1 1 1 I I I I 1 1 , 1 /— .pi I / \ o, \ \ \ 11 11 I I I I ' p I w co 11101 \oca IN 0 w LU 100 / / ca moo. V OTS/GF�T I I I I I I I I I I r L .�.;:;.;:'.;. / °j��• / ti� o \ '9soo 1 1 1 II ISTANG'E I I I I I I I Iti� 11 /rIJ 0Y i0 0 ° 0 1 1 1 1 1 SE ° MENIr \ ° 0 P 0 I I 11 IS�,nS� \ \ 0 ° 'I ° 0 o 1t ��g II 1 o I ��,,r,l I I I II II I I I I I(bry'Tr ° .' .. / ' \h _ / ,�S2 \ o °� \ 9�s I I 1 I 1 I I I I I I I I I I I I I I .../ \ \O I I I 1 Z °\\ 00 1 1 1 I 1 1 I I I , I I ° 1 10; 00 ® 10+5 11+00 11:4u8 \ o , o\ I °0 1 11 1 I I I I I I I I I I II I I II 1 ,I I I I ® a. Fi BEY BE \ / a \\ o o1 1 01 I 7�7 \ 0 , 0' I 0 I 1 I ° I I I I I I , II I 1 I I I I .• o I / `_ \; \= 3 ` o \ oII o o o °I l o l fil I 1 \O n I I I 1 Z I 1 I - r 1-- A ° \ f Q O 1 0 11 I 1 I I <C ,� I 1 I \ o ° ° 1 II o 'I I I �1 � °C ' C` �O'� I ; 1 ', 6' 111�� .�;i,�:". 0 \ \ KN O o ° I W \% I O o 0 I1 1 °\ R ° 1 .°, ° A o\ \ \ ° ° \ 0 , 0 1 110 \� ° I P/lANAGED I o \ ° ' STEEP SOPES .\ I ° I 1 1 I I \ .. \ S I. " \ \ I \ \ 0 gTYPICAL) I I \ ' I 10 I 0 AryanD. Cichocki Lie. No. 53741 04t M, M E O O Q rn U N � N C > E v E w 3 � w v Q LL tj 3 p LL 0 wO `mom 0 W L M a_j U00 Z N—n O rn C7 LU rv� w zF? a V 3o x w o Q� ti ti ti r i c ry Z F 8 > LU 0 0 0 w M U U U 00 j vi H OOUO ui O 2aaa a O O O x F ry N N N O O O LU 2 Q 'ZI� N M ti Z O O in DATE 0 > 0 50 111812021 PROFILE SCALE o} DRAWN BY C. GAYNER • DESIGNED BY • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' 0 ', 1 \T/ Ilk. /x (, w LU m > 1 LL 7 Q L < IL OU 1 ^+^ 1 \ O JOB NO. 47036 SCALE 1"=20' T SHEET ND. \ 0 20, 40' C8.5 L / I I I I I I I I • Y gTREE \ F='\ \ \ I , / \ \ \ \ \\ \ \ \,. \\\ \ \ \ _ _ _ 1`H OA Aryan57 C1Choo5. la • / / / / \\\ \\ \ \ Lie. No. 53741 �SSIONALGti vy 430 E eE LL o �M+I,TO I I I I I I 1 I I / / , sTS. \ / / / \\\ \�\\ \ J \ \\ \ \ \\ \\\\ a O U O / I / I \\ \ \ \ \ \ a 0 W z � w M� n! _, I <' =U >� O W W W (n °ry > 000 +5p` UU>U w (` I OF\ \ v ��\, \ \\ _ � I � / J J° / �\\`\\`\ \` �~ 000 1Z R D \\ �_\ — I I / + \\ \ ` UUU 1-{OR ON vi and ED\ \\ o I v/ o p ° , \ 1°a \ _ _ > \ \ o \ 1 ' �f'' I I M I I I I 1 / / / _ — _ _ �n • o - I , I /,o / / / / °' / e - \ \ 0 > BAN 1 \ + / / \ ` \ 0 N rN N ^I > 0 0 0 0 ~LU \ZoNM Z a ti n p u 0 N $+$4R + ^\ O • p in DATE 111812021 DRAWN BY , /� \ \ \ \ \ \ \ \ \ \ � / I \ \ c I I I C. GAYNER \ \ \.\: \ \ \ / / I ,/ I I I / // / �,� / ` `\ \ \ \ \ \ \ \ \ \ — �� I 1 li I • DESIGNED BY % C. GAYNER \ / 1 I / xl I � 1 1 I I I I I /� / \ `\ \\ \\ ` � I I 1 • \ \ y J * I 1 I I 1 I I I I I I I I I /I �� / i \ \ \ \ \ \ ` \ \ ` \ \ \ \ \ \\ \ — ` \ I 1 11 1 rNAD 83 I • CHECKED BY I I I I II r I I I // /y0i _-----// �\ \\\ \ \ \\ `\ \`\ \\\ / — \\ I I II 11 \ • B.CICHOCKI /\/+ I • • SCALE \ \ \ p I -✓� I I I I I I I I I I / i / / \\ \f- �� \ \ \ \ ` \ ` \ ` \ I I - SCALE 1 "=20' • 1"=20' 0 20' 40' 47n AM HEIGHT OF OBJECT = 3.5' 465 / 465 SDL - 280' 460 EIGHT OF EYE = 3.5' / 7 460 SD -280' 455 455 / EIGHT OF OBJECT = 3.5' / � � / 450 450 / PROPOSE GRADE EXISTING 445 GRADE 445 440 440 435 435 430 430 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 SIGHT DISTANCE PROFILE - HONEY BEE WAY #1 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 5 o 1 0 50 PROFILE SCALE 06 O T� V , W 1■` U J_ LL O ; 0/� w LU U 1� Q Q LULL Q O 7 0. V J C) O O 2 D O JOB NO. 47036 SHEET NO. C8.6 0 3 a 0 vx o no 12z 20 0 c R •- a c m 0 c a11 Oc XB 3 Z Z N O � a F m `o2 5 e§ o. 2 Y N X 0.0 A 1� E `o o � a c 2v 10 m 0 � o a 2 c m o c 0 nE E F_ L mw I FAN', - I FA r mom NMI C6 0,0 powl ma, , FJWA 4w RIIN kin HE LU slMIN �.► ICJ 1�I%d 0 Qr.�.► r r.«� tel: II% �t� �i h IC -�'-1_��_��=.:ram= ��itr��iit�=�wmo `-__o - _il�''�`' j ice/ a .. . — — go moms—�� 1I .ilk �—amm 1 —�� _ �� a�s��i� ... �i. ► +`/r _�_� 00 .. . Ulm �Mal In �`��iWI��_��,�i� ��►I-N►� �`.� _emWINE, 1 I I 1 I I / / I I zAN o W / — k / ,' k/ 1 1 / / / _ __ O DATE > k � 1/18/2021 o DRAWN BY ✓: a k i k / k C. GAYNER / ' , , , \ • DESIGNED BY II i' I I J — — — / , , / / / / // // \ \ • CHECKED BY 1 �_—�' / / // '/ ' /// ' / \ \ �' I — — �� \� $ • B. CICHOCKI -- ,' // ` I / \� I �\ SCALEI"=20' • SCE 0 1 I .,nn ,nn HEIGHT O OBJECT = 3.5 SDR - 18 ' (TOI TERSECTION) 495 495 HT OF EYE _ .5' EEI / 490 i 490 / SE L - 280'-> 485 / 485 G RADE / EIGHT OF OBJECT = 3.5' / 480 / 480 EXISTING J GR DE 475 / 475 470 470 465 465 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 06 0 0 w 1■` U J_ LL O ; 0 LU w U 1� QLL Q LU O Q O 7 `0 0 C) V J 0 0 2 D 0 5 U) JOB NO. 0 47036 0 50 SHEET NO. PROFILE SCALE C8.8.7 00 /j ;® /0-0 PERNINE �u CAME I _.go ISO,, — M�w 011 AAA � �►��w�i�4��w��3 TAW 1 NEW 1 _ z+, Ull D. Cichocki Lie. No. 53741 1/0t PASO E v. - i Mill lilt � � `^� .71� •� 1. t r� i/ '_�� /�`�� "��:�I��®��►�1�t�®fir ti��....��® /'�, 5��/1,r3" 0114 11 / �� - • . l i , i1Pip MISS IVA WIN 465 465 460 460 EIGHT F 455 455 EIGHT O OBJECT = .5' EIGHT OF EYE = 3.5' 450 450 S L-100' 445 445 PROPOSED \ BADE 440 E ISTING 440 435 435 430 430 co R R R R R 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE PROFILE - HONEY BEE WAY #2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 i \ , opopoa°S000 1 I I /— a• W t of W Z Lfi i 0• �I y�III/>oN 0 \ 1 '111II C7u+IT a z 1 P m � 30 - N _ w Sn \ L a Z Z Z °ry w o00 00 \ \ Ui W W W QQQ / �• / // / \ \\ \\\\��\ \\ 1\\ 1 ~ \� N M \ \ 2 Q V z oDATE o > 111812021 O DRAWN BY C. GAYNER / \ , \\\ \ \ J \ \ \ • DESIGNED BY / \ \ ' \ • C. GAYNER / ,' ,' \ \ • CHECKED BY / z z \ \ NAD 83 B. CICHOCKI • SCALE SCALE V=20' 0 20' 40' 5 01 0 50 PROFILE SCALE rl 06 IIII 1 V/ w 1■` U J_ O LL ; 0/� w LU U m 1� Q LU O Q O 7 0. 0 C) V J 0 0 2 D 0 U) JOB NO. 47036 SHEET NO. C8. O L --r-- ---_ IW Lij LL - ' ae o R3' I I / a ry yr % / f / J ryan D. Cichocki Lie. No. 53741 `SSIONAL �G 0 rn u N � / N C / > E / v E ' �� \ �� -- I \ \ S EfBAYST EET D \ \ \�� _ — — \ \ \ — — — — _ — — — — — l �• \ / / i \ \ II \ \ \ \ \ \ \ noo u O I —` 475 47.9; HEIGHT OF OBJECT = 3.6 SDL - 100, 470 470 HEIGHT OF EYE = 3.5' OF � / [HEIGHT OBJECT 3.5' 465 465 DL - 100' / 460 XISTING 460 GRADE P OPOSED 455 GRADE 455 450 450 V V 7 R 9+50 10+00 10+50 11+00 11+50 12+00 12+50 SIGHT DISTANCE PROFILE - FLORA VIEW DRIVE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 SCALE 1"=20' MENEM 0 20' 40' 5 01 0 50 PROFILE SCALE <LUv3 Q LL o w 3 LL 0 0 W L M QLLw Voo Z w — ui O rn O_ Mu N V a Mu w 3 O— x In LU F °� > 000 w M LU U U U 00 OOUO � 2aaa O d ti - w O O O g Q 2 Q r 1Zo ry M o a^�� J O O V) DATE co 0 111812021 } DRAWN BY C. GAYNER • DESIGNED BY • C GAYNER • CHECKED BY B. CICHOCKI • • SCALE • 1 "=20' 1--i 06 0 1 W 1■` U J_ LL O ; 0 LU W � � wco U 1� Q LL Q LU O Q 0 V J 0 0 0 2L 1 D 0 JOB NO. 47036 S HH EEEET (NCO. CV..7 1 0 • i 1 �,� • rt,4,wj MEMO .,_ M� _ \'— =`-. �i '"- � JJ � `moo• ;a. �� ■w�a' _:ate �� MO � .ram'%; `MCI �� .: _ ��;, ��' w , '' �� ■�� '�� y�ys� MI /� -EMI - �• j�. �_ Imo''► `fi�� l`_c►.-.IJ _��'�� - —■ ��'�sS �� , _ _ .ono o..•a�.Q'. a. �'••aT�Fi� �_ i i i �i i i i. i �.� i s i i i i i--.c i i o i i .i i i i i i i ii i i`i i i i .� i i �� ,' wl Lu ME■■■■■I'7, ,�� •�. MIN o ■■■■■■� �III,/1 /�r'f.� ��s�J I■Motu�Am 00 I ti■■■■w■■ �,. 1 .MIN II - lII'0,►T/' III�� _ �� 1mm c 0 \21 I 226 I+ Y p W W W W l I / //ryNNN / W I / / / / / / / � p O O p LU / / / / / ZLL ^' O DATE If // //J / / / /'0 111812021 p / ' Q ,' / r / > DRAWN BY w / /`C. DESIGNED BY / / 1 I 1 1 1 l • \ \ \ \ \ I I I I I / / / I / / \ \ I •• C. GAYNER / \ \ I I I \ _ I I I / I � \ I • CHECKED BY \ I \ \ \ 1 1 \ \ B. CICHOCKI \ 1 1 1 V \\ \ \\ m \ \ I \ I 1 / I I I \` \ \ \ • • SCALE I` \\ I \\ \\ I \ \\ 1 I II �\ \\ P093 • 1"=20' 212 \ V o SCALE VI 0 20' 40' ARS AR5 EXIST114G GRAD 480 480 OBJECT = 3.5' HEIGHT OF EYE = 3.5' EIGHT OF OBJECT = 3.51 475 475 SDL - 100' / 7470 470 � PR POSED / GR DE 465 465 460 460 R R R R R 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE PROFILE - RENEWAL ROAD #1 HORIZ SCALE: 1'1 VERT SCALE: 1 "=5 5 o 1 0 50 PROFILE SCALE rl 06 O TI V/ w 1■` U J_ O LL ; 0 LU W � � w U m T I a Q LU O O V J 0 O O 2 D O U) MEIN JOB NO. IN 47036 SHEET NO. C8.10 L ■" �iOR „�_�WARM� 'iAl�"MM■■■�:� , II � Illi .�► � .- '� II►III �� ® .. � III■ ,�� - � IIIII r� ■1■ III / mE RIMEMMI y�r,. IeE �ILu � .�� 11111 III■ , � .. ■■� ��LULU ' . IVQ- �, `'�\,,a� _` �I■■� �IIII III■ _ ■■cm _ -- ■� ��I Nay. '�■ � = O / - ' .. . _ ' �� _ II'►� III■ lFA 00 WOM �F �� ,ice• `�� • � V-1 � ' �1 I .,� ��r . MRS Mil WA DATE 111812021 DRAWN C. GAYNER F- 485 �M-1f Is ix ��`�-►�_.._■�� "�p�%i71�=� ��,r\-1t► i .�R.• \�\� ! `��_-1■ice—V�e�� Ag,� �'__`�=�_—_—NOR 4sn f-HEIGHT OF OBJECT = 3.5' 485 485 f HEIGHT OF EYE = 3.5'--\ / / / 480 480 EIGHT OF OBJECT = 3.5' / / 475 i 475 / PROPOS D SDL-100' GRADE / 470 / 470 EXISTING GRkDE 465 465 460 460 h 7 r\ h h R R 7 <t a 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SIGHT DISTANCE PROFILE — RENEWAL ROAD #2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ^ • C. GAYNER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' SCALE 1"=20' •� 0 20' 40' 1-1 O TT� W 1■` U J_ LL O ; 0 W wcoLU U 1� Q Q LULL Q O 0 0 O O 2 D O 5 U) JOB NO. 0 47036 0 50 SHEET C8. 11 PROFILE SCALE 8. L ° / 0 0 \ 0\ 0/0 / a O, / / ° O / WIAO BUFFER / O P ° / O O ° 0 0 o ° �° / \ / 1 ° ° 0 / o 0 0 too EX24"HDPEAP.PROX LOC. / / - - _ - - - o ° to/ , / / / i - - - 1, p 0 obi / QO �-e' / �/ j% \\\ —_�� ' rho I `1 / 0. 00 1.00E ° �/� 0 oj 0 ° 00 - °0o q�T/ya_ 7. 62• j- - - - // - - - _ - - - o ° I a SdWSd _0 - , A 00 o 009dW- ' °° __oo 0 _--0h - - - - -- \ I •/ ` '�-� _-- / pyd03� , - ' MANAGED , - ' /� i _ / VDOT SI4HT , - - - - - - _ — 0 0-0- ° ° 0 STEEP SLOPES d la- �/ ♦ 01StANCE _ ' _ - -�\ c - - - - ' -� \ - - - - - / / (TYPICA i i � / ♦ � i EAS T , _ ' — ` \\ \ 10 _ _ - - - - _ _ ♦ � � — 14±44.01 �RC/y "' 9, o� ✓' 10+0+�0 - - 1+50 _�s�� - •F•I• #F� — ` \ , , fl�r CG �°t9�'rti �NGNP'pvE6p�Hi' Rod /eL��G�1\ll��f,,, � � ,-' ,_,- ___� - __°°° \° I I X-- - - -• - `\ _______ , �� _�_-______,'' SCALE I"=20' Al 0 2040' 445 445 EIGHT OF EYE = 3.5' 440 440 435 435 EIGHI OF EYE = 3.5' / PROPOSED 430 _ IGRADE 430 425 425 EXISTING GRADE 420 420 415 415 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 VDOT SIGHT DISTANCE EASEMENT PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+50 15+00 5 o 1 0 50 PROFILE SCALE D. Cichocki Lie. No. 53741 Oot M E O U N � N C > E v E w Q LL tj 3 p LL o wo `mom O W L M a_j Uo0 — i Z O •• rn a cO LU w zf„Ir V 30 Mx In oQ =;r Lu 0 Ln i c N Z o iii _"< F °m > Lu 000 w M U U U 00 000 O d Lu ti Lu O O O F > p O O ry 2 w 1 Zo M U a Q p r V ry N rn z o O DATE U) 00 111812021 AM DRAWN BY C. GAYNER DESIGNED BY C. GAYNER CHECKED BY B. CICHOCKI SCALE 1"=20' 06 O w U JO;0 W � � w Lu U co 1� Q LL W 0 ~ Q O 0 O O 2 D O U) JOB NO. 47036 SHEET NO. C8.13 ° 3 c a 0 o o no 12Z 20 0 R •- a =N A 0 0. O XB 3 Z Z N O � a H m `o2 0 2'§ e '§ o. 2 Y N X 0.0 0 N N V E `o 0� o � 2v 10 m o � � o w �- m a 2 A 0 nE H E L GENERAL NOTES - - - - - - - � PRE -CONSTRUCTION CONSTRUCTION/INSTALLATIONHA TC— INSPECTIONS/GUARANTEE / - - RC -- CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE 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 VERIFY ALL PLANT MATCONFLICTS. ERIAL QUANTITIIESON THE PLAN PRIOR TO LABEL CONFORM TO ANSI Z60.1 ICAN DFOR NURSERY CK ATLEAST ONE TREE AND SHRUB OF EACH VARIETY ANDFINAL T MATERIAL. CONTRACTOR INSPECTION BYHE OR SCHEDULING A LANDSCAPE ARCHITECT. BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE BE VERIFIED PRIOR TO BIDDING. THE DESIGNATION OF BOTANICAL AND COMMON NAME. FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY 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. I I 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 I PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE I AND CONTRACT SPECIFICATIONS. CERTIFICATE OF OCCUPANCY. SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. I II I, I 10 I I I I i --------------- ----- / - -' -PPP-- ' - I EXISTING TREE LINE TO REMAIN AS TRAIL BUFFER / \ 'COUNT%-- / / N C H B U R G R O A D _ - -- -- ANDT WARD TREE AL /-� / L1 1ii>s><><><>«><:><s�op \�>� \\ ><:><s.L:><: />«_�><,�><: :�: ><><>< � L1 � � - \ \ ><I��,<>_>_�� I _' -j k-__L L- ___ _____ �- ' v \ I / / ' / ' /� I 0 -- --- --- --- -- ----- _ __ __ \ \ \\ \ \\ 1\ 1 \ \\ 1 \ \ \ \ \ \ , PLAYGROUND -ALLREC, SEE SHT. L2.1, WITH A MULCH a -- ' ---- `-------- E \ __ -< ----- \ - — \ r t-- -- 1 1- \ p - \ 1" 30' MIN. - BASE, OR AN APPROVED EQUIVALENT - - -\� -\ ` \ 9 1,059 SF OF y / ( ) / - _ --- <- / TRAIL BUFFER - ' -2,112 SF AMENITY SPACE f / — oy / T_ 1 v - - — — — - - ra g--� 30' (MIN.) - _ - _ _ : - / + TRAIL BUFFER- o o o - p 1 /e / 6,779 0 i �/ /� . 2 (Do SF OF �u , EC o°�' o ' �� PARKING LINES q I FLORA VIEW DRIVE pA 1 o AMENEo �p p o / / / //� - ITY , y' 1 LOT 3 8 8 OAT /? 1 • )- / / MANAGED' o/ % / // // _ _ PACE _ _ z/a 1 j STEEP SLOPES, °/ o/ / / % / / 0 8 TH 20 (TYPIC- N- 6 / //� i �� 30 (MIN.) - 1 q� TRAIL BUFFER } }- /o0or_ - i 1 / O� J� sK / '05 / - - 8 m i o °/ 0/ % F� \$ PARKING . - - - - %/y, 2p, 6 TH - 20' m- 0 0 / /0 °, % / P� �G5 SWEETBAY STREET 1 - C 1 ro / O� O� fl 1 - - 2 f5 q D — cn - o 1 C) •0 v1`1- - LOT 1 - 5 T > 1 r O�� 1 PARKING - SF � p � �(p / ' /' 1 r LOT 2 2 r 1 h 0 0/ �Gd'�i // C�tP�'" --t V 0 O O / �° '� i j�� v0• 1 /o°o/ /� CO(gl "' v� -- 7TH-22'-- — I v D_ / �� \ v r oo/ m zoo , / PARKING / � / 1 v - / - � � � � _ Z D .� � �� v vv 1 / �0 LOT 1 - i - _ _Iz 141- a 6 TH 22' - w1 _ zjz 1 — _ 1 c) 2 2 Irk /!jIn-22 _ 6< -_- 14 - HORIZON R AD --�- / -110 M • O o - OAS'— S' +— / / \ �>.� .o >.��. 1 ��>t,�•� . . . . . . . . . . . . . . . . . ..��rtir>.��,�q >�fr>�>ts>t >i >tw>t �� s>s-L >tI>t l� >lr> >t>t2>t>t>t�>t�>t �>t >. >�>t >t.L >1r >t >t i>✓>ts>t� I I \ \-----�/ _ - _- 77 - --- ,� • ("o � / \ c � � // � I I I I I I I II / -I I � I BEECH' I � \ i \ J L A- /� I �v _ - / d UGP = - UGL- V - I I'` _ - �- .L - - - -� - - - - - - - - — - _ UGP -_ - - / -UGT _ v!OAKV'�' / / -- = EX�V ----_ y _ _ • / � v �� v� � C� � � � � - vo I � ��- _ ��, �_ A --- L1=469.5 ---- — -�z� ---I -I /_ - - _ L: — — -- - �� v ,/ �V � � I II � �i�� Tv " e LO v v CAMORE ®saN ®-SAN__ X ` UGP / I��_._- Ej II ' MAPLE /�� I A/a -- - - - -- -- - - - -� I I / GT l \ I G� UG Ate/ vc _UrP--�--� - / I / / ' / v _ NOTE: _ - - - - - - - - - - - - - - -� UcZ -LANDSCAPING PLANTS AND TREES ADJACENT TO AND WITHIN THE - SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA - - - - _ - - _ _ _ _ - BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO g3 �r J / - ' / I ' / d� o \ - - - - - \ - - - - PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. �p0 ----_- _ -LANDSCAPE DESIGN FOR OPEN SPACES/AMENITY SPACES WILL BE PROVIDED BY WATERSTREET STUDIO. SCALE 1"=50' -THE PLAYGROUND SHALL BE THE ALLREC SYNERGY SY-3013 WITH A - UG„ / 100' v - , ROVED EQUIVALENT. 0' IGP MULCH BASE, OR AN APPROVED 0 5 - - - - ,V JK W.1pC,I�III �o. 14 �"'� 01/14/2022 f N Z 0 z O a_ Z of 0 O CIO � W � 2 Z (f) h U) h U) h U) h W W W W W Q Z �50000 z z z z aUUUU c~nUUU U N O O ry N Q M h N 0 7 OLouN M i DATE 111812021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=50' i U 0 W I z J z a W>a Ewa J U-) 0 W Q m J a Z w0< wo< Q U l Lu W > 0 0 0 0 0 V) 1OB NO. 47036 SHEET NO. L1.0 t� 0 L