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Home My WebLink AboutSUB202100079 Plan - Revision 2021-12-21SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: ZONING: REFER TO ZMA 2018-003 Bryan D. Cichocki U Le. No. 53741 03 SOUTHWOOD PHA BLOCKS 11 & 12�Iil/8 IONAL PCs 09000-00-00-001AO PARCEL AREA: 8.83 ACRES DB 3375 PG. 063 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 07600-00-00-051AO PARCEL AREA: 1.23 ACRES DB 4706 PG. 198 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09OA1-00-00-001DO PARCEL AREA: 86.80 ACRES DB 3375 PG. 063 ZONING: R2 RESIDENTIAL OWNERSHIP OF ALL PARCELS: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 LIMITS OF DISTURBANCE: 4.11 ACRES BLOCK DENSITY AREA: 4.68 ACRES (SEE SHEET C4.4) OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY WILLIAM S ROUDABUSH, JR. 1974 ROUDABUSH, GALE, & ASSOCIATES, INC 2003 ROUDABUSH, GALE, & ASSOCIATES, INC 2015 BENCHMARKS (SPOT ELEVATION) AT THE INTX OF HICKORY & BITTERNUT ELEV=451.0 DRAINAGE DISTRICT: MOORES CREEK TOPOGRAPHY LOUISA AERIAL SURVEYS, INC. P.O. BOX 340 MINERAL, VA23117 DATE OF PHOTOGRAPHY: 03/23/04 DATE OF COMPILATION: 02/02/07 SUPPLEMENTAL TOPO TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 CONTACT: PAUL HUBER, L.S. PAUL.HU BER@TIM MONS.COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT. TOTAL IMPERVIOUS AREA = 2.84 ACRES BURIAL SITES: NO CEMETERIES FOUND ON SITE. REQUIRED BUILDING HEIGHTS: MINIMUM BLOCKS 10 - 12: 2 STORIES NEIGHBORHOOD CENTER SPECIAL AREA: 2 STORIES PROPOSED BUILDING HEIGHTS: BLOCK 11: 45MAX BLOCK 12, BUILDING 1: 35' MAX BLOCK 12, BUILDING 2: 35' MAX AGRICULTURAL/FOREST DISTRICT: NONE MAXIMUM 4 STORIES OR 45' 4 STORIES OR 50' SPECIAL FLOOD HAZARD INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES[ ] NO[X] ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. ROAD PLAN (SUB2021-00079) COUNTY OF ALBEMARLE, VIRGINIA NOTES: 1. ALL PROPOSED BUILDING UNITS SHOWN ON THIS PLAN ARE AFFORDABLE UNITS (121 IN TOTAL). 2. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. CUMULATIVE SITE PLAN TRIP GENERATION WEEKDAY LAND USE ITE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ 220 46 D.U. 341 5 17 22 16 10 26 TOWNHOMES SINGLE 210 34 D.U. 389 8 22 30 23 14 37 FAMILY VILLAGE 1 TOTAL 80 D.U. 730 13 39 52 39 24 63 APARTMENTS/ TOWNHOMES 220 86 D.U. 641 13 34 47 30 17 47 BLOCKS 9 - 11 TOTAL 86 D.U. 641 13 34 47 30 17 47 APARTMENTS/ TOWNHOMES 220 121 D.U. 886 19 49 68 47 34 81 BLOCKS 11 & 12 TOTAL 121 D.U. 886 19 49 68 47 34 81 APARTMENTS/ TOWNHOMES 25 D.U. 185 3 9 12 9 5 14 SINGLE FAMILY 22 D.U. 252 5 14 19 15 9 24 VILLAGE 2 TOTAL 47 D.U. 437 8 23 31 24 14 38 CUMULATIVE TOTAL 334 D.U. 2694 53 145 198 140 89 229 04/13/2021 Oa<H I SITE LOCATION VICINITY MAP 111=10001 DEVELOPERS: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVgILLE, VA 22902 (�C PIEDMONT HOUSING ALLIANCE 682 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 OWNER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 Sheet List Table Sheet Number Sheet Title C0.0 COVER (ROAD) C0.1 CODE OF DEVELOPMENT TABLES C0.2 CODE OF DEVELOPMENT TABLES C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 FIRE FLOW DATA C1.5 FIRE FLOW DATA C1.6 BUILDING ELEVATIONS - BUILDING 1 (BLOCK 11) C1.7 BUILDING ELEVATIONS - BUILDING 2 (BLOCK 12) C1.8 BUILDING ELEVATIONS - BUILDING 3 (BLOCK 12) C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C2.1 OVERALL PLAN C2.2 OVERALL PHASING PLAN C4.0 LAYOUT & UTILITIES PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 ROAD PLAN & PROFILE C4.6 EASEMENT PLAN C4.7 EASEMENT PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C7.0 STORM PROFILES C7.1 SANITARY SEWER PROFILES C7.2 WATER PROFILES C8.0 SIGHT DISTANCE PROFILE - HICKORY STREET C8.1 SIGHT DISTANCE PROFILE - HORIZON ROAD 18+81ciffRie PI BEtAtS TOTAL = 27 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL N z 0 f f AM Z N 0 # # a_ H H ww � 2: 2: W 2: 2:0 00 Z U U 0 r V) z z LU00 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N/A U) U a 0 > �. J LL 0 a L w 0 m Q Q o �0 W Z �U 0 QU 0 0 T� 1 D 0 U) ]OB NO. 47118 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.AMENITY& REC.AMENITY& TOTAL GREEN TOTAL GREEN TOTALAMENITY TOTALAMENITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONALAMEN ITI ES&CIVIC SPACE BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENITY PROVIDED CIVILSPACES CIVIL SPACES RECREATIONALAMENITIES&CIVIC SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED P LAN(S) (ACRES) REQUIRED (ACRES) (ACRES) (ACRES) (ACRES) REQ. (ACRES) PROV. (ACRES) (ACRES) (ACRES) (SF) (SF) 1 1.80 5.97 0.23 0.00 2,000 LF CLASS BTYPE 1 PRIMITIVE TRAIL 8.00 10,000 SDP202000048 0.80 0.05 O.OS 405 LF CLASS BTYPE 1 PRI MITIVE TRAIL 0.80 2025 SDP202100062 6.75 0.19 0. 19 1691 LF CLASS BTYPE 1 PRIMITIVE TRAIL 6.75 8455 TOTAL 7.55 0.24 0.24 TOTAL: 2096 LF CLASS BTYPE 1 PRIMITIVE TRAIL 7.55 10,480 2 0.10 1.10 0.20 0.00 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 5,700 SDP202000048 0.29 0.03 0.03 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 0.29 1491 SDP202100006 0.81 0.17 0.00 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.11 8950 TOTAL 1.10 0.20 0.03 TOTAL: 1,790 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 10,441 3 0.00 0.00 0.00 0.00 0.00 0.00 $DP202000048 0.00 0.00 0.00 0.00 0.00 DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS TOTAL MAX. NON- DENSITY GROSS AREA BLOCK NON-RESIDENTIAL S.F. S.F. TOWN CONDO/ DWELLING TOTAL# BLOCK RESIDENTIAL NUMBER OF LOTS TOTAL RANGE RESIDENTIAL °hOF (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'� $.00 BUFFER 2 1.30 0 0 0 0 0 0 0 0 0 0 0.0 0 OSG 0 0 0 0 0'� 3 NEIGHBORHOOD 5000 0 8 6 2 0 0 412 8 3-6 5.7 5 63% 1 3 0 3 38% 1.40 DENSITY 4 1.50 5000 0 5 3 2 0 0 5-14 5 3-6 3.3 3 60'� 1 2 0 2 40% URBAN DENSITY 5 RESIDENTIAL 5000 0 35 4 4 26 20 6a127 54 6-18 7.6 10 19'� 8 24 20 44 81% 7.10 VILLAGE 6 NEIGHBORHOOD 10000 0 0 0 0 0 0 a31 0 a28 0.0 0 p� 0 0 0 0 0% MIXED USE/ 1.10 NEIGHBORHOOD 7 0.60 l0000 0 7 7 0 0 o alz 7 als u.7 7 loo�� 1 0 0 0 0•� PLACES 8 1.00 10000 0 6 6 0 0 0 a17 6 a18 6.0 6 100•� 1 0 0 0 0'� 9 1.80 10000 0 15 0 0 15 0 a61 15 a34 8.3 15 100'� 2 0 0 0 0'X 10 20000 0 26 0 0 10 16 11-62 26 6-34 14.4 10 38% 4 0 16 16 62% 1.80 URBAN DENSITY 11 5.40 MIXED USE 20000 0 46 0 0 45 51 2a182 96 6-34 17.8 45 47% 14 0 51 51 53% 12 3.00 30000 0 1 0 0 0 70 13-102 70 6-34 23.3 0 0% 11 0 70 70 100'� TOTAL 34.00 N/A 0 149 26 8 96 157 N/A 287 N/A 8.4 101 35% 43 29 157 186 65% PROPOSED BUILDING HEIGHTS BY BLOCK NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) REQUIRED: NO MIN., 3 STORIES OR 35' MAX. REQUIRED: NO MIN., 3 STORIES OR 40' MAX. REQUIRED: NO MIN., 3 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 45' MAX. REQUIRED: 2 STORIES MIN., 4 STORIES OR 50' MAX. PROPOSED: 35' MAX. PROPOSED: 40' MAX. PROPOSED: 40' MAX. PROPOSED: 37.6' MAX. PROPOSED: 37.6' MAX. f� an D. Cichaclli Z U Lic. No. 53741 �Pls I.s, L O1 M E 0 o N N C > E w v E w w 3 ¢ a 3 U. O w 0 m 0 W L M ¢� J V 00 Z .-I N -u 0 ## rn to fn N v a F F ZF yr-. Z Z v LULU 30�x N 2: 2: �aLL w E �_ �N z 00 Fv> O c� w LU 00 M v o w 0 2 C7 O F ~ N w N O W F N Q 0 N z O in DATE D 0511412021 O DRAWN BY K. ROESER FOR BLOCKS 9-12, 1.5 SPACES/ UNIT REQUIRED FOR MULTIFAMILY/APARTMENT RESIDENCES. • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. N 1� Cz 1� 1� \,� W i co U � O> JLw 2 w O m aaLL w O =�w O 11 Q U O w O O U 0 L_ I ,O V 1 IOB NO. 47118 SHEET NO. C0.1 LU PARKING REQUIREDANDPROVIDED TOTAL PARKING ASSOCIATED TOTAL PARKING PARKING SPACE PLAN(S) LOTS HOUSING TYPE SPACES REQUIRED SPACES LOCATION PROVIDED 1A-1D, 2A 2B, 3, 6A- 6E, 12, 24, (2 SPACES /UNIT) X (50) ON -SITE, (2) ON 33, 34, (26 UNITS) =52 52 CARDINAL HILL LANE 35A-35C, SPACES 36A-36D, SINGLE FAMILY 39A-39C DETACHED (2 SPACES /UNIT+1 GUEST SPACE/4 (16) ON -SITE, (1) ON 18 HORIZON ROAD, (1) SDP202000048 4, 5, 8-11, UNITS) X (8 UNITS) = ON WARDELL CREST 37, 38 DUPLEX 18 SPACES (2 SPACES/ UNIT) X (39) PARKING LOT, (1) MULTIFAMILY(2)6-UNIT (20UNIT5)=40 40(2ADAVAN) ON CARDINAL HILL 13 AND(2)4UNIT SPACES LANE (28) GARAGE, (24) ON- (25PACE5/UNIT+1 SITE,(2)ONHORIZON GUEST SPACE/4 ROAD,(2)ON UNITS) X (26 UNITS) � CARDINAL HILL LANE, 7A-7H, 14 =585PACES (2) ON WARDELL 23, 25-32 TOWNHOMES CREST 105 SPACES+ 18 (140) GARAGE/LOTS, GUESTSPACES = 163 (23) ON STREET/ALLEY 1235PACES SDP2021006 1-70 TOWNHOMES *(1.SSPACES/ UNIT)*(16UNITS) 24(2ADAVAN) 24 ON STREET/ALLEY =245PACES 70-72 MULTIFAMILY(2)8-UNIT (52)SURFACE PARKING BLOCK 11, *(1.SSPACES/ (11)ONHORIZON BLOCK 11 MULTIFAMILY UNIT) * (51 UNITS) 78 ROAD, (10) ON APARTMENTS (51 D.U.) =775PACE5 HICKORY STREET, (5) THIS PLAN ON SWALLOWTAIL LANE *(1.SSPACES)/ (110)SURFACE BLOCK 12 MULTIFAMILY UNIT) * (70 UNITS) = 116 PARKING BLOCK 12, (6) APARTMENTS (70 D.U.) 1O55PACES ON HORIZON ROAD HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SDP202000048& SDP202100019 Number provided SDP202100006 Number provided this (SDP202100035) TOTAL 1-2 N/A -Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 0 3 3-4 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 2 0 0 2 Habitat Single Family Detached Ownership 25%-80% AMI 40years 0-10 0 0 0 0 Accessory Units Rental 0%-80% AMI 10 years 0-5 0 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 0 0 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 0 0 15 Deeply Discounted Units Rental 0%-30% AMI 10 years 0-5 5 0 0 5 Habitat Condominium Ownership 20%-80%AMI 40years 0-20 15 0 0 15 5-8 Habitat Townhomes Ownership 25%-80% AMI 40years 0-30 18 0 0 18 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 4 0 0 4 Habitat Single Family Detached Ownership 40%-80% AMI 40years 0-10 2 0 0 2 Workforce Ownership/Rental 60%-120% AMI N/A 0-10 0 0 0 0 Accessory Units/Carriage Units Rental 0%-80% AMI 10 years 0-5 0 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 0 MarketTownhomes Rental Unrestricted N/A 0-30 0 70 0 70 9-12 Habitat Condominium Ownership 20%-80%AMI 40years 0-30 0 16 0 16 Deeply Discounted Units Rental 0%-30% AMI 10 years 0-5 0 0 0 0 LIHTCApartments Rental 30%-80%AMI 30years 80 0 0 121 121 L_ Original Proffers X Amendment PROFFER STATEMENT ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-00-00-001A0, 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-OSIAO (the "Property") which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project"). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the whereby conditions listed below war shall be applied to the $ if it is rezoned to the zoning fusurict r above. These conditions are voluntarily proffered as a part of the requested rezoning and Oiq Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017. 1. Removal of Proffers and Amendment of Code of Development for Biscuit Run ZMA 2005-00017 included on Tax May Parcel 090A1-00-00-001EO. All existing proffers associated with * Cod$ of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parcels 090A1+ 00-00-001EO are hereby removed and superseded by these proffers. Tax Map parcel 090Al 00F99-b01pq, (along with parcels 09000-00-00-OOl AO and 07600-00-0051AO) shall comply with the application plan and i the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dhtedll�orpary 20, 2018, last revised July 29, 2019. 2. Trails, Parks, Civic Spaces. a. Greenwav Connections to Potential Adi acent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase 1, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, IMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth (100'") Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300 Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, a Virginia limiip 1 bility compan By: Dan Rosensweig, 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 STEPBACKc MIN. N/A N/A 15, 15'E 15 AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK MIN. NO MIN. 5' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACKB MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACKc TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPEI INGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19c / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE CESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 21 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF FOOTPRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. 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. D A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. FLEXIBLE USE STRUCTURES LOT GROSS FLOOR AREA (SF) HEIGHT FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. tan D. Cichocki 11c. No. 53741 141171to ^� E 0 0 rn U N � N 0 Q O > E w v E LU >� � U a) Q LL 3 0 LL O- w0 `mom q W L M Q�� U00 W J —N .. m d � N (� W Ul � 3:0'x RiLn LL 0 Q v = N N Fva� c Lr' EO N W M a� o w Z O Z O a_ U c.) m W 0 Z O U) w ~ N N 0 F N N 0 N � � N DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. V \/ i U 0 J co 0 0 0 2 ,0 V 1 Q w J Q w m J Q u_ }O z O U LU J co Z LU 2 a_ 0 LL1 LU 0 LL 0 LU 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). G FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. L H IOB NO. 47118 SHEET NO. CO.2 LEGEND ROADS SEWER TRAFFIC STOP BAR mSTORM EXISTING SANITARY SEWER PIPE & STRUCTURE NO. �® I �J DROP INLET & STRUCTURE NO. S�SAN�OS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER - PROPOSED PAVEMENT EXISTING WATER LINE • • CENTERLINE OF DITCH g• yy PROPOSED WATER LINE BENCH MARK 4 g• yy PROPOSED VALVE . . CLEARING LIMITS - T! g• yy PROPOSED TAPPING SLEEVE T R-1 VDOT STANDARD STOP SIGN PROPOSED FIRE HYDRANT (COMPLETE) L Y - - 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 JUNE 27, 2019 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. Albemarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. It. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES BUT IS NOT LIMITED TO TESTING INSTALLATION DOCUMENTATION SURVEY ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). Albemarle County Private Road Acceptance Procedure This is the procedure developed by the Albemarle County Community Development Department for the completion of private roads. The items in this list must be completed in the order given. 1. Tests and Inspections: Have all necessary tests and inspections performed by a professional engineer or gemech, or VDOT certified inspector. This should include, at a minimum, a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under -drains and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans andplats: Provide drawings of the constructed improvements according to the Albemarle Count As -built Road Plan Policy. Provide copies of all recorded drainage easements Y Y P sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be fisted. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. ram,. COUNTY OF ALBEMARLE Department of Community Development 35. THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 36. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 37. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 38. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 39. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 40. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING 0 TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50 /o OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding. including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated and for drainage to the facilities. g P, 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurate( reflect therequirements of P ( ) P Y Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2.1 (horizontal:vertical). 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). 4an D. Cichocid 11c. No. 53741 111/7/m m E 0 0 0 N � N C > E w a E w w 3 LL 1 3 O W O w 0 m d W L M a_J Uoo J -u .. rn to co Z W w 30'x LL _ N N F ¢ . C nS EO1 00 W M a� C� 0 Z ti N 0 # # a F F W W N E 0 00 Z U U O r r U) Z Z LU 0 0 � 00 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. // \V i UQ O>J MJ W J � Q F- w m 0 aQ 06 2�w 0 Cn a O o Z O O 2 ,O V 1 IOB NO. 47118 SHEET NO. C1.0 L CD-1 CUT .aenE PAVEMENT IIBBASE UBGRADE FILL COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT E PAVEMENT SURFACE M BASE 0 0 0 0 .8. 0 0 S S o f SUBBASE E SELECT MATERIAL TYPE I OR I Gam/ 057 AGGREGATE, #6 AGGREGATE OR CRUSHED CLASS MEETING #8 GRADATION REQUIREMENTS. CEOTEXTILE DRAINAGE FABRIC PLAN VIEW (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR 1 PAVEMENT SURFACE & BASE 0 0 0 000 0 000 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE = FSELECT MATERIAL TYPE D OR SUBGRADE 0 0 00 o�oo0�-06 (CEMENT OR LIME STABILIZED) GEOTEXTLE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED G GLASS MEETING #8 GRADATION REQUIREMENTS. GENERAL NOTES 1. UNLESS SPECIFICALLY INDICATED,COMBNATION UNDERDRAIN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HMD TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MN. (3 X DESIRABLE) GRADE. CRUSHING STRENGTH TYPE OF PIPE NW.T. 4" NOM. DIAMETER MW.T. 8" NOM. DIAMETER SMOOTH WALL PVC .%13 1 1 0.153 SMOOTH WALL PE 1 70 PSI XXX 1 1 70 PSI MAN 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH 6 TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. X WALL THICKNESS (MIN) - INCHES 7. ILL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. M)f( TESTED ACCORDING TO ASTM D-2412 AT 5% DEFLECTION. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRANAGE STRUCTURE. �VDDT STANDARD COMBINATION UNDERDRAIN SPECIFRENCE ICATION ROAD AND BRIDGE STADMDS REFERENCE SHEET 1 OF 1 REWSION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 r� ItM -LIMITS OF PAY FOR COMBINATION UNDERDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT �-PAVEMENT SURFACE M BASE SUBBASE .6-66. 6. 6-6.6.6-6.6.6.0- �-SELECT MATERIAL TYPE I ORI #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTIXRLE „I p-n„I GLASS MEETING #8 GRADATION REQUIREMENTS. DFRAM I FYj OR E-PAVEMENT SURFACE & BASE 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE TOP OF I -f EDGE OF PAVEMENT I' 90" TRAVEL LASS -1----J-H�-------�-- - FI I•N EDGETry OF PAVEMENT SHOULDER LINE KMLI►�I J. TOE OF FILL / LIMITS OF PAY FOR OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH )(W.T. " NOM. DIAMETER )EW,T, 6" MOM. DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI )GIN)( 70 PSI MMM i666.66606 _ �- SELECT MATERIAL TYPE R OR SMORADE X WALL THICKNESS (MNI - INCHES 6-6.6 a-6.6-6-a- _ o - o - o - o o (CEMENT OR LIME STABILIZED) XXX TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. 1157 AGGREGATE, 1)e AGGREGATE OR CRUSHED GEOTIXRLE GLASS MEETING NB GRADATION REQUIREMENTS. GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AM THROUGHLY HMG TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. to DESIRABLE) GRADE. BRDGE 2 SUBBASE 3. ON CURB AND CUTTER SECRONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAN INTO DROP CD-2 - INLETS OR MANHOLES. 5'-0" S� NOAZIS (BE�T� THD 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" PROVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PRE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN �VDDT REFERENCE ROAD AD BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 of 1 Sol ]01 VIRGINIA DEPARTMENT OF TRANSPORTATION DB.05 CG-6 NOTES( 1. THIS REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PIN) FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STMRJZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB # GUTTER SMLL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. • D A BE CONCRETE OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 A LJ A R1-1 STOP *Reduce spacing 40% A i666.66606 _ �- SELECT MATERIAL TYPE R OR SMORADE X WALL THICKNESS (MNI - INCHES 6-6.6 a-6.6-6-a- _ o - o - o - o o (CEMENT OR LIME STABILIZED) XXX TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. 1157 AGGREGATE, 1)e AGGREGATE OR CRUSHED GEOTIXRLE GLASS MEETING NB GRADATION REQUIREMENTS. GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AM THROUGHLY HMG TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. to DESIRABLE) GRADE. BRDGE 2 SUBBASE 3. ON CURB AND CUTTER SECRONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO DRAN INTO DROP CD-2 - INLETS OR MANHOLES. 5'-0" S� NOAZIS (BE�T� THD 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" PROVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ME TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PRE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN �VDDT REFERENCE ROAD AD BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 of 1 Sol ]01 VIRGINIA DEPARTMENT OF TRANSPORTATION DB.05 CG-6 NOTES( 1. THIS REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PIN) FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STMRJZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB # GUTTER SMLL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. • D A BE CONCRETE OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 A LJ A R1-1 STOP *Reduce spacing 40% A A BE CONCRETE OF THE CONTRACTOR ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 A LJ A R1-1 STOP *Reduce spacing 40% A B C D E F 18 .375 6 6 C 3 7.75 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12B 36 .875 12 12 C 6 15 48 1.25 16 16C 8 20 COLORS: LEGEND - WHRE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale TOP OF CURB 12" \A d : e d. 9 CONTINUE 21 B STONE BASE j FROM ADJACENT PAVEMENT SECTION UNDER CURB FLUSH CURB (PARKING LO No Scale VDOT A-3 CONCRETE CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) FACE OF LOCATION (TYP.) CURB � 0 0 PAPER k INTED o 18' 18' 4„ 2 MAX. VDOT PAINTED I„ CDPr, STRIPE 9' 1 5' 1 9' 1 9' 1 8' 1f TYPICAL I VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale (TYPICAL) 9' REGULAR SPACE NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% COMPACTED SUBGRADE 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21A STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - IM19.OA 3" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE %\�\//\�\%\�\%\�\//\\\%\�/� COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xVV2.9 SILICONE SEALANT 211 F(ESERIIED FIESEW PAWNG PAWM VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SPACES SHALL BE IDENTIFIED BY ABOVE pg(gLjY PBVALTY GRADE SIGNS AS RESERVED FOR PHYSICALLY -MFIE r DISABLED PERSONS. PROVIDE ONE (1) R-7-8 TOW AWAYZOFE TOW AWAYZOIE SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND VAN INTERNATIONAL WHEELCHAIR SYMBOL. SIGN ACCE'89ELE F6` ABOVE SHALL BE PLACED ON STEEL POST 1-1/2" 0 FINISHED PAINTED BLACK SET IN MIN. 2' OF CONCRETE. GRADE ADA PARKING SIGNS No Scale 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale SIGN SIGN AND POST DETAIL No Scale STD. U POST GALVANIZED POST TO BE DRIVEN PUBLIC ROAD CROSS SECTION GL CG-6 1.5" SM-9.5A 20' 11 2.5 (PAVEMENT WIDTH) f 20/n 1 20/ 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.) PUBLIC ROAD CROSS SECTION No Scale 2016 ROAD & BRIDGE STANDARDS NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2X FOR A WIDTH OF 5 FEET. 3 A� •(STREET APPROACH SAME SURFACING (RADIUS TO BE AS I o C C SHOWN ON PLANS) AS MAINLINE ROADWAY (SEE NOTE 3) in _ _ _ _ _ _ (RADIUS TO BE AS SHOWN ON PLANS) / CG-2 OR CG-6 (SEE NOTE 1) SIDEWALK (SIDEWALK (SEE w NOTE 5) Of OPTIONAL UNPAVED SPACE FLOW LINE ----- EXPANSION EXP/ JOINT JOIN 4 NOTE: WIDTH "B" 2'-0" OR AS �ca' MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A 0.5, 6' (PLANTING STRIP) CG-2 5' SIDEV GENERAL NOTES 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) 4. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE (ENTRANCE ONLY( WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR B%MAX. D OPTIONAL FLOW LINE GRADE CHANGE ® _ _ - - p 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW _ (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - - - - - - - - - -NOTE 7) THE ENTRANCE. all, MAX. toD 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE I "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A A 2" B CLASS A3 •c. .u. ,p ' .e. CONCRETE SECTION C-C INTERSECTION NOTES 8. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE .D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 % MEDIUM 500-1500 VPD S 3 % 6 % LOW ILESS THAN 500 VPD < 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION �VDC]T 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 WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 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 BY 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 EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 %2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. 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 REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 tan D. Cichocki Lic. No. 53741 111/7/tm ^� E 0 0 U N � N 0 > E w a E LU Q UM o 3 0 LL wO `6,^ CC W L M a_j V00 w J -N Iy rn d (B N V (D LU w v 3: Q = D C LL 0 C = 7 (nS �N F Q EO10 N W M a v CD w H- vi M O 2 (7 0 H- 0 w w 2 Q Z 0 > O N z 0 Z 4 N 0 # # a F F w w N 0 0 0 Z rV rV 0 r r (n Z Z > 0 0 LU O O DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. 1� Cz 1-i i UQ O J J Q aLu W ' co aU_ °6 _ W a � O ° Z Q O O 2 Z) 0 Y )OB NO. 47118 SHEET NO. C 1.1 L 1 x6CAF 1 x 6 TRIMMEA 2 x 4 RAILS FRAME & COVER (SEE FIG. S—I—D,E) E °i NOTE, MIN, 60' DIAMETER MANHULE I`J STREET ACE R FAREA N E REQUIRED. Z_ NON -PAVED n o q HH. STEP �TYP•> .a ➢ROP MANHOLE PVC CROSS SLOPED AREA -: o o `�. .•. P• USE APPROVED FLEXIBLE RUBBER 0T' MAX M No U Boor, 0 3000 PSI CONC. BASE1'-0" RIl oBENCH SLOPED TO FLOW 8 6' GASKETED CHANNEL 1/4 1 MIN E STOP COUPLING > f— RUBBERCOATED STEEL 3'-0" MIN Egy $ $E o — B7' STEPS CAST IN PLACE oRgg "p gibsEj ...` (STATNLTRASTEEL) -i!P PIPE SPACED EVERY JII:NRo PRECAST REINFORCED ONSA CON !;�1..*• o j6" _ �,IL/ C4 B• VERTICALLY 4::=;1 - BRANCH RINGESEALS MAX a <E \g o 90' RESTRAINED BEND •,;a J '~— MINIMUM ELEVATION TTR J - ICONNECTION DIFFERENCE ACROSS M.H. 5" 4'-O"5: -LUENTE E a E INLET ET �� . . . • SHALL BE 0.20 FEET E,a tv E a' n e•" Ad.• SEWER ° • •P PIPE 2" DEPTH OF FLOW CONCRETE VARIES FILLETS of NEL TO BE -;m\PLAN3/4CHANDIAMETER OF CONTRIBUTINGPROFlLE SEWER.'O MIN. 6' BEDDING VITH NO, 68 STONE NOTE: A FILLETED INVERT OR A SM0012FL 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING Z. VERTICAL DROP PIPE SHALL BE SOR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO w BE CORED AND A FLEXIBLE NOTE W/ NO. 68 STONE O THEDROPFITTINGWITHSTANDARDGASKETJOINT. CONNECTION BOOT 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE �o� $E 'OE of W 3.VERTICALDROPPIPESHALLBESTRAPPEDTOTHEMANHOLEATPIPEJOINT'S.STRAPSSHALLBEMADEOF o INSTALLED SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. $ 6 Nn �� w STAINLESS STEEL. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE �u `• u :°D'+ ¢ 4.SHAPE INVERTAS NEEDEDTO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT EXTENDED OR NON -EXTENDED BASES. LL TO SPRING LINE OF MANHOLE INVERT. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW, TYPICAL MANHOLE PLAN INSIDE AND OUT. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. SHOWING BRANCH TIE - IN TYPICAL MANHOLE SECTION 7.MINIMUM72"DIAMETER MANHOLE REQUIRED FORASINGLE IO"OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. SHOWING BRANCH TIE-IN TYPICAL MANHOLE FRAME & COVER STANDARD INTERNAL DROP CONNECTION NTS N.T.S FIG. S-I-B FIG. S-I-A N.T.S. N.T.S FIGSI-D FIG. S-1-C2 TD-31 TD-30 TD-27 TD-25 X 6 METAL POSTS 10'-6 x 4 METAL POST 12'-0" /CONC. DUMPSTER PAD 17'-0" — 1 x 6 OUTSIDE ELEVATION 3 SIDES VARIES VARIES .. �r IIIII IIII IIII NOTE.ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVATION 3 SIDES 1/ H CI F DUMPSTER ENCLOSURE DETAILS N.T.S. 1 x4CAP 0VER OUTSIDE GATE VIEW INSIDE GATE VIEW IS-1 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. `°— SLOPE TO DRAIN TO INVERT OF OUTLET PPE .CTION A -A IF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE DETAILS S ONLY. SHMAN AS SHOWN HEREON ARE FOR EXAMPLE I •• a ° PURPOSES ONLY. EACH MANHOLE AR DROP INLET IS D UT SHAPED CONFIGURATION TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFICURATKIN AND FLOW LINES. SECTION B-8 TET PLAN METHOD OF TREATMENT IN MANHOLES ROAD AN`RN�TANDMI)S STANDARD METHOD OF SHAPING REFERENCE SHEET , OF 1 RFVISIDN DATE MANHOLE & INLET INVERTS 3oz 106.08 VRGNU OEPN2TAE14T OF TRANSPORTATION 4 x 4 METAL POST UNLESS )TED POST ELEVATION IMMER ING AIR RELEASE VALVE BRASS OR BRONZE PIPE SOLID CEMENT BLOCKS (4) 1" (2//5mm) DIA HDLES 1 1/2' ON BOLT CSRCLE.(93*m.) DIA 27 1/2" DIA [38mm] [6"Mm] 26 1/4- CIA 7" �— [567mm] I I r [178mm] jf I 24" DIA f [606mm]"—1 �28 CIAI I 5/8" [722mm]—'IIII [16mm] 36' DI [914mm] FRAME SECTION _ LETTERS FLUSH) 0 25" [650mm]- 13/16- [38mm] [20mm20mm] L1,'38" 11b 22 13/16"3mm] 2 1/8" 3 13/16" 579mm] [54mm [97mm] [b �• 0 11/16" 1 3/8" [635mm] [11/16 [35mm] g/1g" O.D. OF GKT GROOVE Gat BOLT [14mm] SECTION VIEW 1/4" (6mm) DIA SEE ASSEMBLY NEOPRENE GASKET DETAIL (2) WSHR 1/15 X 5/8 X 1 1/2 CORED RUBBER PART# OD981M :KBARS [5mpm 1 5/8" (2) BIT HEX 5/8-11X3 1/2 SS ,24pp" [41 mm PART# 00981250 29mm) DIA BOSS [6mm [173mm .53 DIA. STAINLESS STEEL ROD p 00984318 8 ID 1.50 OD ss YLAN VItW PICKBAR & LOCKLUG HOLE DETAIL 2) NUT Hx 5/e-1 t zN NYLK NOTES: PART(L 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED N AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN Y. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981220 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. (2) 1935R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# 00193585 11 A A NIHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E —TYPE "K" SOFT COPPER TION STOP GRADE GATE 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 THgN 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 TO-20 TD-32 EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY UDIMENSION 24 MI 8"MIN INTIAL BACKFlLL+ (6" LIFTS) + THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER 6" max 4" min ON (SHALL BE WHEN SOIL JS ARE UNSTABLE NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 tan D. Cichocki Uc. No. 53741 m E 0 rn o N � N C > E w a E w w 3 Q U. o 3 p LL w 0 m CC W L M Q� J U 00 J —L7 Iy rn N V U W v M 30x oa =LL U-) _ N =v>� H a C Y � N W M �UU Z O a_ CC LJ N LOU0 Z O U) W N 4* "H N N 0 Lu N Q O n 0 N ~ DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. 1"I cz U� UQ O J J Q C2 Q LLI Lu aQ06 2°w 0- z O OU Z Q O O 2 ,O V 1 ]OB NO. 47118 SHEET N0. C1.2 m 3 a 9 0 o o C0 -oz 20 o2 A — a �N m a� 0 O � (D 3Z zN o2 2 a 2� o r R; o '3 am .ZY d M N X C m o d� mh m = �R E `o 0 n, 0 E, �a 10 a 0 �o a 2 N C � o TIE ON c E L VARIES WATER MAIN-/ / M.J. FITTING L 4" DIP RESTRAINED JOINT FITTINGS BOX TO METER BOX (SEE FIG. THRU W--7E). 2" COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA • SERVICE LINE TO CONNECTAT MAIN WITH X"x4"TEE. • REFER TO FIG. Wd FOR THRUST BLOCK DETAILS ON TEE. • REFERTORG.W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. ' • USE 25W PS.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C M-12 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS ATHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 5' IN (270) 2' TO 10' 18"-22' ALVE BOX 7 CU. FL #68 STONE 42"MIN 6" GATE o °• VALVE ,•. ,,i x 8" TEE 9 2500 P.S.I. CONCRETE BASE AND THRUST 0�„�1e R BLOCK AGAINST \\vll UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN 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. A 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 4" DIAMETER BRANCH AND VALVE - WATER PVC SLEEVE THRUST BLOCK VALVE O0X7� M.J. FITTING-\ BOX PLUG VARIES RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING BRASS NIPPLE AND PVC CAP LUBRICATE ALL THREADS METER BOX (SEE FIG. W-7) NO. 57 STONE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS 2" BRASS PIPE WATER MAIN AND VALVE \ - THREADED TAP ARE SAME SIZE \ PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-B TD_19 44° MIN. 6' MIN. I'~17.5'8' MIN. < 60, f 36' e e, d v 18 MIN. -�17.5'� } 3Y' MIN. 12" MIN. 'MNGNUT LOCKING ASSEMBLY I NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C TD-16 - ruK wI a X DMALLLK USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND SIZE A B C D E F 4" - I'-9 2'-3 2•-e' 1'-2 f-Cr 1 Ile Y 7- S-0 2' -6' 1'-6 X-• 1 1 4^ 11 1/4' ur 7- X-9 2'-6' 2'-0 S-0 2" 14" 3'- 4'-3. T-0' 2'-3" S-6' 2" -5 V-6.3'-3'3'-0.V-8.21/Y -6 3'-0 2'-6. 1'-e V-W 1 14- - 4'-3. 7-e• 2'-9" 3'-3" 2" 22 t/2•3" 5'-0 3'-0 2'-9 X-9 2" -W 8'-3 S-0 3'-B" 4'-3 2' I -0 7'-8 3'-3' 4'-0" 5'-8 2 7/T -0" V-0 S-0" 3'-3" 3'-3" 2 1 4 -8 W-8 T-0' 3'-8. Y-9" 2 1 4' 4S - 7'-e 3'-0• ♦' 5'- 2 1 4 -3 •'- J'-3' 6'-0 5'-9" 2 1/2' - tt•- s-•^ e•-a r-3' z t CHART FOR UPPER VERTICAL BLOCKING 6" B ww Tn = Ulm. r CKNESS 0 FILLET WELD STRAP = 1/4" ST U 1 4" THICK ATE WASHEF 3" THREAD, iv 1 NOMINAL INSIDE 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE BARS 0 12" IPE B Oy CENTER FosCONCRETE 12BENDS & CLASS LARGER C SECTION NOTE- BOLTS PTO ANCHOR FACE CENTER OF O F BLOCK CONCRETE BLOCKING FO UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 NOTE: RESTRAINED JOINT FITTINGS. Side New 42" Minimum Certiflcation of 95% compaction required Q Galvanized Steel Beam, W12 x 14 (min. size) •--� 3' min. penetration Into undisturbed Boll or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 UNDISTURBED EARTH 2 - 3/4" CIA ALL -THREAD RODS 16" MIN UNDISTURBED E ASTM A38 AND HEX NUT ASTM A588 (TYP) UNDISTURBED SOIL (TYP) WATER MAIN PLAN -CLASS A-3 CONCRETE ELEVATION SEZnON 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 TD-6 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT DF WAY. VARIES 10' 1 5' 1 1 ._. 1 1 5'. 1 F WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETCJ EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH DI SEPARATIDN OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS SECTION 1-1 NTS FIG W-1 1 1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF FEET) W.M. FEE CU.YD. BEND L H T L H i 90 2.50 2.50 101 0.24 4• & g• 45 200 225 7-50 0,15 2.00 2.25 2.50 0.15 221/2 1.50 200 2.52 0.10 111/4 1.50 200 2.50 0.10 90 3.60 3.16 3.21 0.48 46 255 280 2.77 0.28 8" 221/2 1.66 2.15 289 0.13 3.18 2.91 266 0.32 17 1/4 1.68 218 2.67 0.13 90 4.83 3.83 3.42 0.63 10" & 12" 45 3.33 3.53 295 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 11 1/4 1 1.83 1 2.33 2.84 1 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 m-3 tan D. Cichocki Uc. No. 53741 M E 0 0 rn U N Vi N C > E ai E W Q UM o 3 O U. O' W L M aLu Q� J CJ 00 Z .-I N _j-u1 O ## > rn N (A a F F InN Z F w M Z LU V W W 30lf�)x N �E LL W x 2: a 00 �= ON z O FvaU) Z Z Ui U) 00 w4 LU o w � H N 0 2 (7 0 ~ W N N LU F NO 1714 0 N Q z 0 DATE V7 > 0 0511412021 DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. 71 cz U) U O J J Q Q ui LLJ ' DO a_ UL UL °6 O W a � O Q O Z O O 2 D O U) IOB NO. 47118 SHEET NO. C1.3 0 0 3 c a 9 0 o OI 7 20Z 20 o2 c m 2 a c m m a� O c 0 w (7 3 Z Z m O � a F � O �3 u N 2 :2m m 2 m X C m o d16 m m m 0 2 E `o M 0 m o 6 a c �a 10 a 0 o 2.2 c c m m c ' o c � m Ti E ow c E F L L s I I ®I s - — r — P �o IX, ***# eK BLOCK 1 \ e BLOCK \. I I 1 1woo v� y HB I I000 40 / 0 J-12 I I P-2o— q I r l BLOCK 6 d/ ' \\ BLOCK 4 14 I` aa= e ®`®_\ , �d BLOCK 2 .. a BLOCK 10 �r +�' ddddrs _ d t � _sad 1 1 umm 1 ° \� I \\ n A®®® In a �✓ = LJ \\ I I t �FR �� r`--- — — — Nor _ -sirr n BLOCK a I L �� ggp ��! p� J L �\ I ►I \ J "o ® G ✓ H 6 III` l I o i L-10 ri l r° PM LIP Q min N� y° Q,2 9-23 J-141,fin. 7 WHp�TON D r -a I c'-� ► ,3 / / J-15 A* V� / 0 BRUC6 If. SMCN1AND JR.'_Z Uc. No. 656612 o^ 12/17/202;`II M p_ O O � U N N N = Q O W W r 1-0 m 3 a LL o a p LL w, U w Z w J —u+ M O Z W w M K (A oe =W O S y N Z O Fua N c LA 0 N > 1* m 7 Yk 'tin ~ Z Z �g O 0 Be - 00 C� C� a W N Z ry DATE to > 10130119 0 DRAWN BY S. HARVEY • DESIGNED BY ® S. HARVEY ® CHECKED BY ® B. S7RICKLAP SCALE N.T.S. 11 //>� 11 1 �i�b O �'v 9 �► � ; �� U I • e� M ' U • ale ` \ 9 CL1 ® \III,if n V d \\ 1 L/re �J I Vv g h \ % I I I I 0 W a \ \\ �\ �] I/�\\ Gwz ///c"0 u ✓ �°♦� Cam. a a r V / /' / \ \\\ ' ✓ I ♦ems® Lu J 41 / \ In 1� Q 1 r v 0 FUTURE RESIDENTIAL UNITS w O w III- L / O a ,` o n® PIPE LEGEND \ ♦ / JOB NO. \ ♦ / NEW PIPE 40919 / ° c ® / ♦ {� / \ / EXISTING PIPE SHEET NO. c < ® C9.0 t f Bryan D. Cichocki Lie. No. 53741 O # # a_ H K W W Lo W C) 00 Z U U O In Z Z K00 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. L PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. JOB NO. 47118 SHEET NO. C1.4 L E Y DESIGN CRITERIA is FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) ON 12/19/2019. THE FLOW TEST NODE IS THE EXISTING HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW CURVE IS SHOWN ON THIS SHEET. • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER MODEL LAYOUT. • PERFORMED T EVALUATE AVAILABLE PRESSURE THIS WATER MODEL WAS O 0 LU SSU 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 ••• AVES. RESIDENTIAL UNITS: ••• FLOW FACTOR = 270 GPD / UNIT ••• DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND = 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK •• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT •• BLOCK 3: ••• RESIDENTIAL UNITS = 22 ••• AVERAGE DAILY DEMAND = 4.13 GPM AT J-11 as BLOCK 4: .•• RESIDENTIAL UNITS = 10 •e• AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 • : BLOCK 5: .. ... RESIDENTIAL UNITS = 71 AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 •• BLOCK 6: ••• RESIDENTIAL UNITS = 6 .•• AVERAGE DAILY DEMAND = 1.13 GPM AT J-11 • BLOCK see RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.13 GPM AT J-14 •• BLOCK 8: ••• RESIDENTIAL UNITS = 5 ••• AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 •• BLOCKS 9-11: • 00MID 00 FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 18,630 GPD ••.• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 12.94 GPM .•• TOWNHOMES = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD 4111 DURATION = 24 HOURS sees AVERAGE DAILY STUDIO APARTMENTS DEMAND 00 GPM • 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD ...• DURATION = 24 HOURS sees AVERAGE DAILY DEMAND = 6.00 GPM •e• 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, TOWNHOMES, 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: ••• ONE BEDROOM RESIDENTIAL UNITS = 15 •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 4,050 GPD sees DURATION = 24 HOURS sees AVERAGE DAILY DEMAND = 2.81 GPM AT J-2 ••• TWO BEDROOM RESIDENTIAL UNITS = 65 sees FLOW FACTOR = 270 GPD / UNIT sees TOTAL DEMAND = 17,650 GPD •••• DURATION - 24 HOURS .... AVERAGE DAILY DEMAND =12.19 GPM AT J-2 •.• COMMERCIAL KITCHEN = 5,000 SF •••• FLOW FACTOR = 1 GPD I SF sees TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 6.94 GPM AT J-2 ••• RETAIL SPACE = 5,000 SF •••• FLOW FACTOR = 250 GPD / 1,000 SF 0000 TOTAL DEMAND = 1,250 GPD •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 1.74 GPM AT J-2 •e• PHA LEASING AND COMMUNITY SPACE = 3,200 SF •••• FLOW FACTOR = 175 GPD 11,000 SF •••• TOTAL DEMAND = 560 GPD •••• DURATION = 8 HOURS •••• AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 as FUTURE RESIDENTIAL UNITS see UNITS ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 is MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 is ISO DEMAND = 2,500 GPM •• 1,250 GPM EACH AT H-2 AND H-3 CONCLUSION • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. is 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. is THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE PRESSURES AND FLOWS WILL BE EXACTING. is IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE OPERATIONAL AND PERMIT CAPACITY. RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street To 60 50 ahe = 40 • 30 20 0 0 0 1,000 2,000 � � � 6.OIN1 • E"" H1`ORItM FLOW TEST Test Date it/19/2019 Test Time 10 W a.m- Stati P sure. 62 P51 Resid al Pressure 59 P51 Observed FIOw. 1,313 GPM '� Note Fbw resvesmn were provbetl - ® by Albemarle Coun y -- - '1301 -Legend - CSA Hyannl r NMI.Srrap Ao.0y E 17 Nat In Servke 0.lwb m,wnal 2 - / tea. _p-�.. * In servii ACSA CrnM � smnc Resitlual Myd2m ' c nosh Pin tm. woureain PM Typo ' I\ 2031 203 - - Pnoele ware, N Rs., wm, m m FIOw HYdfanf _ Y Y 1 /c9g9 / / r v 91 _ a MOMs z � Sa8 r 'eji, ti 4 Ablevok Gal xen� wu nm n+p•�T r 'MM[�nip4--- '~.'°`�"�p I"mwn n��.vv Service Authority wnrrc,vmimnossau sr,eea rwrmee� s � uw rnse'. m+. "`winn •tt 3°s 100 40F -� ,T'"_•'%%"^' Gwrv.«Pgrt,dGve, non. .awrows", el W FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J-4 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 ( ) 4 88.5 4 90.2 4 92.2 4 1 89. 4 66.8 4 1 6 .3 453.2 4 3 2 4- 440.5 436.9 4 32.9 440. 4 444. 2 7 45 .0 4 1 6 .B 4 55.6 451.3 500.0 489.8 490.9 474 7 460.2 48 5 4- 44 2.8 4 33 0 441 .1 453.0 4 52.3 STATIC 66.9 66.2 65A 66.7 76.3 78.7 82.2 86.5 87.7 89.3 91.0 l 86A 80.6 78.5 81.2 83.0 62.0 66.4 65.9 72.9 79.2 84.2 86.7 91.0 87.5 82.3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65.2 66.5 76.1 78.4 81.9 86.2 87.4 89.0 90.7 87.4 85.8 80.3 78.2 80.9 82.7 61.9 66.3 65.8 72.7 79.0 94.0 86.4 90.7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MOD) 66.6 65.9 65.0 66.3 75.7 78.0 81.4 85.7 86.9 88A 90.1 86.9 85.2 79.7 77.6 80.3 82.2 61.7 66.0 65.5 72.4 78.5 83.4 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND (PHD) 66.3 65.4 64.5 65.7 74.9 77.1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61.4 65.6 65.0 71.6 77.6 82.4 84.8 89.0 85.5 80.3 80.6 PHD+ISO DEMAND 48-9 45-0 39-8 4L0 50.1 523 55-7 59A 61.0 61 64.3 61-0 59.4 53.8 51-7 54A 56-3 48-0 45-9 40-0 46.9 52.8 5T6 60.0 64.2 60.7 55.6 55.9 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H-0 H-5 H-6 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 AVAILABLE FIRE FLOW' 4.943 4.099 2.918 2,296 1,991 1,707 1,608 1,563 1,550 1.531 1.554 •AVNLABLE FIRE FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE PEN( HOURLY DEMAND SCENARIO AT ASYSTEM MINIMUM RESIDUAL PRESSURE LIMIT OF 20 PSI. PIPE REPORT LABEL LENGTH (FT) DIA (IN.) P-1 409 12 P-2 246 12 P-3 30 12 P-4 178 12 P-5 26 12 P-6 124 8 P-7 290 8 P-8 166 8 P-9 167 8 P-10 39 8 P-11 238 8 P-12 165 8 P-13 183 8 P-14 14 8 P-15 80 8 P-16 142 8 P-17 158 8 P-18 55 8 P-19 159 8 P-20 14 8 P-21 64 8 P-22 182 8 P-23 85 8 P-24 124 8 P-25 164 8 P-26 87 8 P-27 24 8 P-00 299 8 '� Hydrant Flow Date of Report ,erg, Auleel♦ri Y 12/20/2019 Test Report p rsrwwrorr.t I• location OLD LYNCHBURG RD nE Oan e o o® o no d - e OatsandTimcofTest 12/19/201910:00:00 AM a ea Minutes of Flow P`a e ryy a a °e hero 9 "®®® ��°ve9 pu��ap ® a p a s°� a m m wma usi o Pipe Size (inches) 12 ° �° m a aW. is o a e wuu9e® n ® B m �a u� Pressure Hydrant 1 2U32 m e °;.yu c y� u° 11 e' A a u on, s a a . Static Pressure (psi) 62. r� ° ® ail p- n eq t e P a u04 n °�A ° run a r aP .. °®oe1U1�sc'c"n„a S°n orkis '601r' Rns'duai P reaure(psi) Sol- - 'a ®4'®e �` 0201uuped 420 Multiple IN nc hydrant 'O20Single Flow Cl Sprinkler Test Single Flow a r. Flow Hydrant pl :2030 Pilot Pressure 41 (psii L! Yellow l > Test Flow l ® 9 1313 o ° Flow Hydrant 02 Pimt Pressure 02 (psi) Yellow 2 Test Flow 2 0 v.� x Flow Hydrant g3 Pilot Pressure 03 (psi) Yellow 3 Test Flow 3 0 r,=r a ® ur o Z Total trt mated Flow farm) 1313 na rn� on ®a Na a eng Ali Q20 Calculation lepm) -® ®® d nro effi0e m m a a w�,..e..�.uo° .en�en'.aaro elcn.e. 1.Y,n in,„t .,o ea Ba � a.`�u°e o�°p.. �.. T. Comments Hydrants opened all the way. One pump running at Mosby -H� J ° c "' �G ee m° a e e Mountain pump station. all I ;n"n-rnsnaa-11.o.11..aii»ma...a'.;:':unr,a_'n.rra,...•,._•-° ... W Q� $ 3"gym. e a a Estimated Consumption (gal) 2626Bsqo�o�re®m 9�g®o a eg d w m n=rlu, w.H.,unu.t r°"° ''in 000 a ° m . u s oe ® an Signature of Tester E's;' ` ere ® ©,4oH®n u0 a� P4,�®ao ''hem e rc noa vim® Is caa r o' © '&-�o� no®90e� Q m`6oK,®0¢®b� pn 1, q9 eCtl" g d• c®e4' ®g d N Ian' La e �¢�� ty cv O Me rum® � A nRY�®®ID.ly nev o m„ o"sir +� a aa .H°.._ m er m o R e O O Y A BRUCE N. STRICEIAND JR IZ tic. No. 056612 a 'o� 12�17�2021��v� Z O a K U) ILI W O y P DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N.T.S. l�l W `r/ c us m HI � U/ 3 Uj I Q U) N � N w a J S > Q LU z ° J A mot. as O m f U JDO m J a W a m \ o / W o� sa ir z $� Q LU rum W°= LU 0 g_ LL ~ w p E d c C,m m C D. 3 O m v / an z O _e asis ~ i r � se y� Ininnen _� V h m `o_ m- E 2 ON O w V x m aG et 1Oa JOB NO. x c 40919 N SHEET NO. `l o C9.1 . E F= tr;�l Lie. No. 53741 �i;, l/to �// Z ,--1 N O # # C,e W W W LU 0 00 Z U U U) Z Z 00 n DATE OS/14/2021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. N J06 l� 1--lLU UQ > Q �J\ g g g w Q Q � Q m J a O J i oO r LL W QU O O O T� i O L LM ]OB NO. 47118 SHEET NO. C1.5 t 0 - 0 SEEN E NONE on I 13'-4" 18'-81, 13' - 4" 13'-4' IS -IT, 13'=4" 1U'-4" ,� -33/ "6'-01/2"-113 "--8'S'-0112" B"-71 '3 4"-'-01/2" 8'- " "--33/ "b'-Ol/2''13/'-4" 8' 6' -71T ='73/ "b T - II" 84' 4" 2' 8' 4' 9"-63/ "6'-0I/2"-83/ "3' 4" 8' 6' 4" 2' 8' 4' 4" 3 5" 8"3' IG'' 1134T '-41/2-'-91/ '5'-41 BLOCK 11 — NORTH dT-In ELEVA'11'ON FRONT FACING 13'-4" HICKORY STREET 18'-8" 1T-41 16-8" 13'-4" 18,-8" 14'-0" 34. 8' 7 WWO Oro r y ■■ Mb OF .. ..- ��■ CI 21 No no soon so !Erin Ng EWAN ON go No :000 on NONE NONE no "•�_ -- I V—V I I f l—flI I U—ll 3 BLOCK 11 - EAST all va° = V-0" FRo(N BE4RINd HGT BLOCK 11 524' - 6' FOURTH FLOOR BLOCK 11 516 - 4 3141' THIRD FLOOR BLOCK 11 SO4 _ SECOND FLOOR A3 - A3 I A3 b 26'-S' ,OOF BEARING HGT BLOCK 11 - �� er _ , FLOOR DCK � ;na' __ An FLOOR WATER CONNECTION 36- 0" R C H I T E C T S 112 fourth street no charloaesvill. virginia 22902 434.971.7160 brw-archileds.com PHA @ Southwood Southwood Apartments Hickory Street Charlottesville, VA 22902 FOR Piedmont Housing I NONE n ■ t ►®�� u■�■``'■■ ■ ■ kill. • e • El El - 0 - I ELEVATION GENERAL NOTES: 1. ALL BRICK WALLS AT ROOFTO HAVE ROWLOCK BRICK 3. IF SIDE ELEVATIONS OF BAYS ARE NOT SHOWN, ASSUMETHE MATERIALSSHOWN ON U.N.O. THE FRONT ELEVATION OF THE BAY, RETURNS BACK TO THE NEARBY ADJACENT WALL AT 2. ALL EXTERIOR BRICK WALLS TO BE MODULAR MAr BRICK THE SAME HEIGHT AS SHOWN ON FRONT ELEVATION. U.N.O. 4. LOUVERS AND VENTS SHOULD BE FACTORY FINISHED TO MATCH IN COLOR, AS CLOSELY AS POSSIBLE TO ADJACENT MATERIALS WHERE THEY ARE LOCATED ON THE ELEVATION. 20'-9" 29'-1- 20'-8' Jib F IBE4RING HGT BLOCK 11 524' - 6' FOURTH FLOOR _ BLOCK 11 515' - 4 314" IVING ROOMi IEDRO G JOB NUMBER 19048 = 46 ' DATE 10/14/21 -482 DRAWN BY WM, KH, MH, GH APPROVED BY WM, KK 2020 ® brwarchitects, p.c. 85% PERMIT REVISIONS THIRD FLOOR _ BLOCK 11 I1 —fir _ 6e SECOND FLOOR A2 O = 1 1 -BLOCK 1�1 � _ 492' - 9770 FIRST FLOOR _ BLOCK 1 4WV - 7 1 /4" BUILDING ELEVATIONS SOUTHWOOD APARTMENTS BUILDING 1 SCALE: 1 "=10' BUILDING HEIGHT: 37.6-FT (MEASURED FROM THE FRONT CENTER) NEIGHBORHOOD CENTER SPECIAL AREA MAX. ALLOWABLE HEIGHT (WITHOUT STEPBACKS): 45'-FT tan D. Cichocld lic. No. 53741 111171m M E 0 o N � N C > E w a E w w 3 Q LL o 3 p LL - w0 `mom O W L M Q� j V W Z .-I N —� o No M N d Z LU y M Z Z 30�x N �E _jaLL Lu E Ln �N z 00 Fv> O c� U) zz Lu 00 o w vi O 2 0 F p ~ N w N O Lu F N 1714 Q p N Z 00 sN.i 0 t/1 DATE 0 0511412021 } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. • N r r � Y '-11 O m i UQ z O>o � j J LL Q � m w m J I aLLU) O Z 2zp 0 p i O z _j O LU cD z _ 0 � m O V7 TOB NO. 47118 SHEET NO. C1.6 L Fi co R N N N N 6 2 a, la-n' 27-a' �vVD EwD 22' - (Y' 11'-4' 2A. _ a' 11'-4" ,r r 4" IL J ... _r < , a.c.vr s., .,. ' e. . , - . ' I: ,...a s a r. -:. s , < I.., 493 —� _ _ _ _ _ _ _ BLOCK 12 li� GRAP IC SCALE p `BLOCK 1224 [CFRONT SOUTH ELEVATION RONT FACING HICKORY STREET \A2.0-1 1Y8" _ ,._o:. 71' 0" 29' - 8" 4 w W 26'-10" 10'-6" 11°-4" 19. 0" Aa.3-1 W - r .a - — — — — — — — — - - - FROOF BEARING , HGT BLOCK12AIQ _- - - 525' - 0 1 /8" w 2 2 - THIRD FLOOR - - - - - -' — - 3 - BLOCK 12 - - _ 7.1-1 515-103/4"�1 I f 2 hour FIRE WALL: 608 sf `r � c z 2 ®j �I 114 sf openings — 2 FABRIC CANOPY — - 199'0 of area is opening SECOND FLOOR BLOCK 12 7.i.1 1 V DEEP RECESS FIRST FLOOR _ BLOCK 12 n — - 493'-0" T-8" S_4 T-8" 6'-8 5'-e 5'-W 5-4" 6'-8 3'-8:: S. 4.. 8'_B" 5-4" 3._g, 5'-4' 3:_0r 5:_4'' 3,_e.: �_8� 8:_e�� 8' 2,_g, 2._8. 2' 8. 3. 91 3 BLOCK 12 - A -WEST 2 BLOCK 12 - A - EAST 3 1 A4.3-1 A&D-1 191-81, -- --- -_. - - - - 22 -p - - OWw .v w w 4�, 12'- 8 44 w - �a 1:11EXT1.11 fiQ I[N21►121:L1Oki [011x.111111 1, ALL BRICK WALLS AT ROOF TO HAVE ROWLOCK BRICK U.N.O. 2, ALL EXTERIOR WALLSTO BE MODULAR 35ff BRICK U.N.O 3. CANOPIES IN ELEVATIONS ARE EITHER CLOTH ON METAL FRAME OR METAL b <V _ PROOF BEARING �_ HGT BLOCK 12' 525' -- 0 118" THIRD FLOOR BLOCK 1_ 2- n 515' - 10 3!4" � SECOND FLOOR _ BLOCK 12 505' - 0" FIRST FLOOR _ BLOCK 12 493' - 0' 2 A 0 8-4" f— B2 i 2 2 B2. 2 — 2 B2 A�2 : TIP ..C' *-1 1 S., Y-! b'.S' 5'-% N-Q' S-T 5.M1' S."' b U I 27-0" FLOOR FI S FLOOR I DICK 12 493' - 0" R C H I T E C T S 112 fourth street no charloae..ill. virginia 22902 434.971.7160 brw-archileds.com PHA @ Southwood Southwood Apartments Hickory Street Charlottesville, VA 22902 FOR Piedmont Housing Alliance 85% PERMIT PRICING JOB NUMBER 19048 DATE 10/14/21 DRAWN BY WM. KH, W, GH APPROVED BY WM, I 2020 0brwarchitects, l 85% PERMIT REVISIONS A2e0 12 BUILDING ELEVATIONS - A SOUTHWOOD APARTMENTS BUILDING 2 SCALE: 1"=10' BUILDING HEIGHT: 37.6-FT NEIGHBORHOOD CENTER SPECIAL AREA MAX. ALLOWABLE HEIGHT (WITHOUT STEPBACKS): 45-FT Bryan D. Cichocki � Lie. No. 53741 q111 M E 0 0 U N ut N > E a E w Lu Q LL o 3 W O Ip ti K W L M Q J U m Z ,--I N N d O N d F- F- z H y M Z Z ~ U X O V U 2 Q Q cIf w W 2 00 04 z N U O = > 0 vi In z Z rn Z W M a 00 W J W ry W O O U C) \ Q � N O DATE n 0511412021 0 DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. —T rl 06 T--1 Y '---1 O U I O > Z J QM� ' W W cc 1 = O Z O z —j O w O W Z D 0 IOB NO. 47118 SHEET NO. C1.7 L co In N r- N N O h 6 �IIt1E1L1C11161f M....-11' IE;11 !! IE E n u3i"iEiE""0 i°u°°° R Q lee - 5 -_==-i1111111111111111111WIIIIIIIIIILE_=-= _'-_ =_ __ IIIII — ■■ a-�� =-__ T-7 IL r 7 &1 LL > s E,iEll'IE ILIEII IEIEAI IEISI 1 11'ICILII Ifi.11.11'11 ICII II NI If nl�]I ICICs�� ul 1 - _ s- __ - ___ ___ iriYt��i�'— 4='=-- - _ "tz -r =S-` 'cam= mac____ __ ___ -Y'- —r' • ors Tj-jll IIUIIIAN@tlLIIIIII ��, III IIIIIUIIIkINU N IIm1110"�IN� �.I IIIIIINIIIIUIINIL �� y�- �;IIWIIIIgjTIUIIUIIaUI { - - - Frry L/ _ _ __ ----------------- T�- _- NIIUNIIIInIEllmlillll_IIIIIIIIINulllll---IfIIIIUINIImllllmllllln _.I mmlmllNllllUlll➢_ _ �ImImI111unmolnoulln _ loll NW on on 0.101FWA11MEN 'me WN , B' 7 - 4" BLOCK 12 - B - SC T/B" =1'-o" 4 BLOCK 12 - B - ROOF BLOCK 12s 5218 8 3/4/4" ROOF BEARING HGT BLOCK 12 525' - 01180 THIRD FLOOR BLOCK 12 n (�-g) 515' - 10 3/4" V B2. I 1 FABRIC CANOPY ON METAL FRAME SECOND FLOOR _ — BLOCK 12 505' - O -lot/4' 5'-4" 3'-4" 5-4" v-13/4" e'L 5'-4.. [ 4'-8: L 5-4. P._4' 41 5._4' I 1 I I 4" 5. 4" 9' 4' a.. 3 4 22' 0" 10' 0" FIRST FLOOR BLOCK 12 n 493' - 0I BLOCK 12 - B - NORTH IV - V-0" 14'- 8 1/2" 2. ALL EXTERIOR WALLS TO BE MODULAR 3-5/8' BRICK U.N.O. 3. CANOPIES IN ELEVATIONS ARE EITHER CLOTH ON METAL FRAME OR METAL 9-6" _ ROOF BEARINGS HGTBLOCKIf 525' - 01/8" THIRD FLOOR BLOC�K 12 � 51S -10 3/4= '\1 SECOND FLOOR J BLOCK 12 t. 505' - O, Ow F 2 FIRST FLOOR BLOCK 12 493' - 0" V E.. !ROOF BEARING — — _ HGT BLOCK 12 525' - 0 1/8" G1 THIRD FLOOR BLOCK 12�I] 515' - 10 3/4" v 1 SECOND FLOOR 41— 1 BLOCK 12 505' { FIRST FLOOR 81{ 4BLOCK_12_, 6'-1 B" ,-®' b'-0 93'-0" V R C H I T E C T S 112 fourth street no charl"aesvill. virginia 22902 434.971.7160 br-archileds.com PHA @ Southwood Southwood Apartments Hickory Street Charlottesville, VA 22902 FOR Piedmont Housing Alliance 85% PERMIT PRICING JOB NUMBER 19048 DATE 10/14/21 DRAWN BY WM, KH, Mill, GH APPROVED BY WM, KK 2020 0 brwarchitects, p.c. 85% PERMIT REVISIONS A2.1=12 BUILDING ELEVATIONS - B SOUTHWOOD APARTMENTS BUILDING 3 SCALE: 1 "=10' BUILDING HEIGHT: 37.6-FT BLOCK 11-12 MAX. ALLOWABLE HEIGHT (WITHOUT STEPBACKS): 40-FT Bryan B. Cichocki Lie. No. 53741 M E 0 o, o N N N > E LU LL o 3 LL — O K L M Q j U m Z ,--I N Iw eJ-I — Iri O # # o N a H H ~ X O U-) U Q Q w W 00 z N U O = > In C In Z Z Z Mw 00 a� W J w ry w O O U C) \ Q � N 0 DATE u 0511412021 O DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. FT 06 � Y '-1 O cD U O>Z J Q �MM ' W W cc = O Z O O z _j O cD Z D �O IOB NO. 47118 SHEET NO. C1.8 L LEGEND STEEP SLOPES - MANAGED I I I STEEP SLOPES -PRESERVED I I I I II II EXISTING INTERMEDIATE CONTOUR I EXISTING INDEX CONTOUR EXISTING EDGE OF PAVEMENT _ _ EX. EP_ EXISTING CURB AND GUTTER __ EX. C&G PROPOSED CURB AND GUTTER CG-6 I - - - - - - \ �\ / / /' /' /' / /' I /' /' / / ' APPROXIMATE ', / / -LOCATION OF EX. 15" RCP / �� i ' / / ' / ' / ' / / / / / / / / / EXITING FHA EXISTING STORM SEWER EXIS TING SANITAR Y SEWER - O SANS-- // /� // _ —_�-------- - - - EXISTING WATERLINE---W--/ // �,-_'_.-�------- ---- ---------- _—_ _L_ \ DAM INUNDATION BREAK ZONE FEMA EFFECTIVE ZONE A FLOODPLAIN o o o o o o o o o o ' T —/ -� �� / / - _ _ - - - - - _ _ _ - ! - / , ��i / , _ - _/� — — i_ — _ 1— —� ' 1 f /� - - - _ _ FLOODWAY 100-YEAR FLOODPLAIN 0 0 0 0 0 0 0 FEMA100 / / / r — f' _ , ' i / I / — / - - - - - - /-------------------------------------------- — / ------------------4---- � - F-----------�--------- I - ------L-- / 500-YEAR FLOODPLAIN o 0 0 0 0 0 0 FEMA500 �— ` I \ \ l / �/ / ' ' / ' / / C / / a I \ 496.9 / / ------------------------------------------ of-L r- ------------ - - I I \ 1 \ STREAM BUFFER /I / / /'1�� r / / / / // , / I/ / I I / / I 1 \\ \` _ _ = I� - --- \- - - --- - II- ----------- x x x s a EXISTING TREE DRIP LINE _ _ / , / / / r I I I \�---------- - - -i-c _ - \ \ x a ` \------------ 7 EXISTING TREE 15' OAK / I /' /' ' ' /l I I - - - - a---------r ------ - - - / I I I \' \ _ I I \ 10.02' \ ----- ` - -----I - I \ � \ OLD IYNCH86�RG ROAr�--- I / 1 _ T 1 \ \ \ - - -\- - 1 ST�ITE ROUTE 681 \ \ \ - r------ / I \-------� ------\------------ ------ — I \ ' -- �- ------ - C\ \ \ \ ` ----t------- \------- 1 I II EJC ELECIITRIC G�1STRIB,UTIOM--- --- - --- ------ ------- \ \ \ \(VARY�IyIG R/VV�NIDTI-� \ I \ \ --- Jt-\ \ II \----\--------L-------1----------LfRfEfASE7�/ENTFpR VIIZGINIA \ � \ ` \ \ \ \ \ \ \ I \ I \ \ \ � � \ �y -� �---- \ \ � \ ` PIVBLIC $ERVICE COMPANY \ \ \ \ \ ` , \ \ \ ` \ \ - - - -194.47 \(WlDT1 / DB. Zb7, PG. 507 \ \ ` ` \ \ \ \ \ \ -- --- ---- -� - - Z7NDERGROUND \\ \�-- _ `— -- _ — — \ ` ------ U NKLINE ` � � � 1 J � RY � I I ) '-----77 i -A y ---•_ � \ — I \ - _ � _ \\ � / � \ � \ G'P Ll EX�TI G OVERHEAD UTILIyIES- ' ' / / '_ - - - ' T _ ' �� / / / o l ` i_ / i % TO BE RELOCATED / / / / G-_-_-- -_ _UNDER-GR6UND. CONT�f(CTISR /' / / / / - - - / / // / / / // - - - — - _- / / _ _ TO COORDINATE -WITH / _ _ _ _ EX.ELIE Rl STRIBUTION r GP �/1-------- -- / Z/NE�AS T FOR i/IRC�iIN%A 1251.p3PUBLIC R l C0�1Ps lYI / ' / / ' l TH �Cl IED� I / / / / / HP In ELEG'TRIC \ \ I \ \ O` _ / / / - - -�W Fl PARCEL 0900r)-00-00-001A 1 \ \ �.' I \ - - / / DB. 247, P 50 / / I / I a I TELE & TV INES \ \ \ \ 1 p \ \ \ \ / / / / / / SOUTHWbOD CHAR�OTTESVILLE LLC ' / 510.4 / NEIGHBORHOOD MgDEL DISTRICT / / / \ / 2 D41 3375 PGA. 063 `\ \ \ ` \ \ \ 1 . \ \ Tp / - TREES (OCATED OFF THE / /FLOR� _ \ _ _ \ I I I p \ _ - (, / / / PROJECT PROPERN NOT TO j pl Ip _ l VIEVtL----- ` Rt.5' ` ` I \\ � `\ `� � I ` � � , � , � - / � ___------ i 18, DRIVE / R1`i' \ \ \ ` _ - _ ` 1 I I / I \ BE DISTURBED. IN IP LLTREE I / _\ �' / PROTECTION FENCIN�. pHp- / R18' OF / \ I///Ill:. / \ / '* \ ` _ �`THP�—I ( 01 If zj EXISTING ELECTRICAL \ OI / DISTRIBUTION LINE �SEMENT T(i I I Q�W BE ZJZED. INSTRUMENT (DB. J 247, PG. 07) DOES NOT SPECIFY - I EASEMENTWIDTH. LIMITS SHOWf� � / HEREPN ARE APFROXIMATEI TREES CLEARED WITH SOU�HWOOD BLOCKS 9�/I 1 SDP202100066 ( ) l EX. k' WIDE COMMUNICATI �I � i EASEMENT FOR SOUTHER / OF VIRGINIA, INC. & CLl FOh'�GE WA'NE TEL�PHONECO DB. 930/ RG./1 J�', / / ,( I I I ///// /// _' �. I i I I i V`\\ IN /l,l/:'� / // I I I I I `•o • 1 III I I\1 - /.%.%/,' \\ PARCEL 07600-OOb0-051A0 EXISTING D)TCHES TO E \ \ \ ` \ \ ` , \ \ SNEIGHBORHHOOD MODEL DISTRICT C RE'iv10VED AS SITE IS REG QED 1 SAN , l / l / l \ !• / l \ DB. 4706 PG. 198 / / / / / / WITH CONSTUCTION OF -E TT- r- -t- -�— —i 8 r /' \------------ ---- - - -- \PROPOSED BUILDINGS p 8:, R2 20- � �. I I ' I I i / \\\ //////////////// \ •////J//� \\ \ `�\\ `��\ ��_`\ 11 I I1\1 — III � / \ \�i - — -_ - - -PROPERTY LINE TO BE / 1 20 TY i / 0 ' / _ - \ _ - _ —PORTION-0FS- - O�gD/- RE- _ / ///� \\ \\\ \ \ \ \ ARECONSOLIDATEDREMOVED WHEN OPERTIES , \ \ \ �\ II `\\ �/ — _ 494. _ _ _ _ _ _ _ _ _ _ _ _ \ I \ _______ _— — SA / _ _ ` ice, // �:\\?1 ., / / // PORTION OF CUR 3TO\ •> DEMOLISHED ` ---- /i H0421ZON—I- --———————————— — — — — —— EXISTING STRUCTURES — — �O-1iEMA1N ANDEE — — — — — — — — - - - PROTECTED DURING _ OFjRUCT10T1------------------- ----- --- --- --� I I ---�- 1--_--rt- \_�-� \ I /• ',v \l\ \ ---- ----- - - - - -_ ----- `_-- 'ZP l \` _ 490.8 // / ` \1. Vu W ------___-_- _—_ _ _-- _ u --- - -- / + I 1 QA _ _ _ _ -/ / /I \ \ \ ' / - - - - - - --S�OUTHINOOD CHARLOTTESVI� E LLB— „ _ R2 RESIDENTIAL 1 / / // / / /' / ` I ' \ \\\ \-------�Ir,' //// -- — — — — -F�-DB337SP6-06 1 - 488��/ II �,-I\ \\ _�-I ��, -' r J ----- -- p0 26" / SCALEI"=30' — — _ / / / / \ / / \ % _ ~ c =�- �I\ \ \ ` \ \ I 1 _ , / -/ / — — - - - - - - - - - - �- / I I I I \po BE I ' '/ / / / I \ // \\ ,-I ` ��_ J-�►_�_ iJ,/--- - -- /OGP rZ / \\ J 0 30' 60' tan D. Cichocld Uc. No. 53741 111147/to M E 0 o N � N = > E w v E w w 3 ¢ a 3 w O w 0 N ^i O W L M ¢�-j U00 J — ,j M C7(Arvv W M 3: o x oa =LL U-) = N =v>ui F ¢ _ Y m N W M 00 M 0 x c� 0 0 W ti 2 ¢ z 0 in 0 0 am O ce t9 Lm z 0 a U 1n w 0 z 0 U) W DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1-I 06 7 ,-I a J 1I`I--/A�// Z O U > 2i � 0 Q 06 m co QQz LL 2°U a Z Q Q OU Z 0 0 z = X W 0 U) IOB NO. 47118 SHEET NO. C2.0 L F v 9..�n. Cichaclri DEVELOPMENT." \\00� Uc. No. 53741 00 SS10NAL G o/ 0 O ° O ° l p I // / ^� E ° ° / / \ \ ' / ° °° ° l 1 I I I I I O N O O / , °, \� �°1°O 0 \\ �. d ` .) II II I I I I r/r/ w > E / v E °o �j/ o �r r = 1°° — I — — — /rir a� 0 3 /^ O i \ ° °\ ��\ / /° \ — — — — — �' '- _ _ — _ —--------------------- ---------------^ ---- —_---- — � � / / : f � a '� v oo z . t ry °--------------- 0 / \ o \ \\ /' r...-� �' �' --- -- — -- _— o SEE SHEETS C4.1, �+L`�-� / ?1 °x V ww o \ t - / / • .� C4.7, AND C5. � � \ � \, i 3 _j w � � / \ \ BLOCK2 °° ° / J \\\ \\\Ln =vN z o0 . co 44, 9\/' / ° 0;�-�I /�/,�./ � v\_/_d\ _�\_/j'1 e•/ � / -/'� �V\VSA1G/\' -\ ��\\�\�v/�V / \—\$1�c` A/\�'7 /J�-O/ �(4ffO1\/��hIi\ /%I\1i\��Il ��/la�\�_�gv �C-,Jr/z_\\/ ��I—o�\�j\OsE—; r\<-�i� °'"�• `.� -C� $� /,:' `J`y�P\�\�1� I \l \ \ \\\ \ /I li i \\� ) \ •:•o 0 � ° ff n ° L In 0 o vi• (Q=Q nry o Lu 1714 Jn DATEo / \ (n ° 0511412 02 1 0 9 0°°DRAWN BY °�0�R! E3LOCK 9c BLOCK 3 K. ROESER J u 0 1410 0�� n\ T J ` DESIGNED BY ° j//m®� \�I OK. ROESER ° 01 CHECKED BY °B. CICHOCK I °° LOCK 6 O n SCALE '00, 1 1so' BLOCK 4� /j\ 02 NP n CL ° 06 000 00 0\\0fjfMp5oo100 0 O u 0 % /I. ZONE acI \IV aO O o O 0 HGTi ® Lu ° a Q LL ° O 0 �o / W °° .000, vU) z °O �UGT O o ° \\ ° U ° 0O 0 LL o Q`°Oo O 0 o Oo��oo_oo ° �o00 SCUIr N o° ° o °/ ° / 00 000 RUN0°°0 00o 0 0 0 0 0 0 0 00o\ p00 00o 0 0 c/ / /° ° ° ° °°O/ ° ° ° °0 o o °pp0OOo -2-9°°0 Ooo 000O°°i ° 0/ o0 ° D. 0 B. 1. ZONE ��r0 ^ \ . \ — CY — 0° /ZONE \ 0 0 \ 00 �O ° ° \° ° 0 0 0 \ SCALE 1"=150' IOB NO. o 0 O --`.� 00°0°0000000 0° / �\ 00 000 / 00 ��.i o °o 47118 l o ° I 0 0 150' 300' ° ° ° ° ° ° »` C2.1 o ° ° ° ° ° ° O 0 0 00 / 0 0 00 0 �� -� 9 SHEET NO. ° ° o p O O ° O ° �\ O ° O ° O NOTE: BLOCK AREAS SHOWN PER CODE OF DEVELOPMENT "SOUTHWOOD PHASE I - A NEIGHBORHOOD MODEL DISTRICT CODE OF L 0 � I ,:1 - - - 41 I - ,_j ) 0 I + I / I / � 1 / - //\ I,I \ I I I° ,--- -,,r , I _-- 3 °° \\ \1� 1 / / , // // , /, - i '_ -III , ,/ / -_ -�-- '��- �' -'i/ij "///i ��/I PO6 % ))/\IIII I I / ,/ / / /' /,- /,'__-�'' -/�'- (i I- -�/ /�%i - /�� - _�_ �''�%/ - _'�- =-/ (I. \�_ �6 / _ - _ _ //-,III', +' / ,' ,' / / / /,' / _-!-.J•/J/I�\11\�)I �1)IJ JIj1/// �/ /-////// -_ - �__-T�_�___ \ _ -t z _ r 1 - / / i - t - --------- SCALEI"=100' J ,I _/'/-s%////' / / l' // '/'////'//'/// /' //'L'/r�� %//�S///�;)f�l/I(I I �l�/ -�1� �,/Lrll N6H�llK(§R! +�_+=----�c,��\ *j\ _c_- / / / / / ' r / / / / / / / r / / '� :�II/ ,/_ �„ I I J I , I __L- / - -\--�- _ i--j -� ---� -�-�/ ��-0 ' �/�'Y1--1- --- - -- - __ a ,_"ef. f if // / /x- fir ,' I I \ \, ( -l--- t,t - -\-� vs� ,_-, '-T PHASE 3 If 0 °° / / °° \\ \ I / �0°°/ -_K' ,:i�%' \I \\\ \\ '`�' _G' ~ __-' f� ;- - -- �- - - '� BLOCKS 11-12 = _ __�=__ �� _ _- l II \ \ 88 0° � '' ,;/I// / �\ \) \ � ; '�� ' ,'_ // _ - - - - WPO202100022 / �,-= ,% \ \ ° o o ° '< I �l I I '_ ' _ /'� / ' - lI 11 /' _ //' l� '--� ,'. / '/,',' - � SDP202100035 OHP�/7 ' - -O _ \ / O / >•r // "urr�ia�s'i� / }� % / / ^ \ \\\/// / i / '' - - - - -I .II ! l c-. / ' ° / / / - / / / /�E • A E SUB202100079 i%� /// i I I pl I Ill � - - - - - -\ \ �4 O / I III / po J / / \ - ^11119 �'��p _ t / , / - - -- ,/., . „ol I II ll. l r - '6 � \ . / l /ir _ /I 111 / ,BASEMENT , I ®I /// / / \\ ;' �I�'V�'��1 \ PHASE 2 f / / / / // / I / / -. - / I \ _ r/ %r// : STEEP SLOP o I r / ( p 1 1\ \ n _ � - - -o- " / I Ill O \ / , / - - _ / // 1/J q \� ' \ \ o- -= TYPI / /)1.16/ +J r// / �,/ , - , , . , , ( ,A,�. �. / /, /) {I aD - I \\ \ \\ °- '%%r : , /. l„ d / _ - -L- / I n ��-J4_1_ - f� I I . 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Cichocid Uc. No. 53741 /?11rl1m M E 0 (r s ry ,i ry C > E w v E Q LL o 3 0 LL w O m ,'--, oY W = M Q0.J Vc0 J -m w vi ry C7W v ,w MI. oII,x oa =LL ti = N N =v �� 1__a c in Yrn ry M o_ ;j � l- M 0 (D I_ 0 Lu = Q z 0 0 Lm z . N 0 * 4* E F F u WW N 2:x 0 00 z (J V 0 U) zz Lu 0 0 N N O N Q n 0 0 ~ DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1 "=100' cz 1__1 ` ) 7 i Z U 0 1 J Ill (D m LL `^^ 2: U) iwa co Q = aLLa. O _ � J a z Q O W O O O 2 Z) (O V / IOB NO. 47118 SHEET NO. C2.2 0 C 5 n > N J U C > w 0 m m 3 w N 0 0 D a I m 0 a v N 0 v 0 s N 7) m = III 0 0 3 (L 9 0 0 (r O .z 20 o 2 c 2 m w , 0 m a0 Oc tr w (7 3(n Z m O a 2 ro F , o r U3 0 0 c 2 :22 h X = 016 P _0 Z 12 0 `o , m 06 M' c Nc :2 0 �o m15 c 2 m c ° 0 nm E 0 _ L 1- E L --------------- LEGEND: NOTES: c 11111,11 1. NCSA SETBACKS REFER TO THE ----------- ~ TH NEIGHBORHOOD CENTER SPECIAL --- - -- ---- --- AREA. ~ 0 I ------ ----------------------------- ------------------------------------------------------------ CONCRETE SIDEWALK SEE SHEET L1.1 FOR i an D. Cichaclri 'Z I HEAVY DUTY CONCRETE ------- REPLANTING PLAN N U TFtAILBUFFER N Uc. No. 53741 I O'JI/8" IONAL �l --------------------------- HEAVY DUTY ASPHALT ______________ - --- APPROXIMATE LOCATION OF ~ -_________ _ — — — — — — — APPROX LOC — — — — — REROUTED UNDERGRQUNR — — — — — — — — — — — — — — — — — — — — ENTRANCE FEATURE ccj LIGHT DUTY ASPHALT — �JTILITIES (BY OTHERS). SHOWN GP FOR INFORMATION ONLY. 0 GT— _ _ GP GP UGP GP GP GP GP EE 0 MILL AND OVERLAY — —OHr— — OHr — _ u T — —UGr— — —ucr— GP N c �j�� N OHP� — ono 0 P113GP > E — oHP— — GP GP p� _ N RETAINING WALL a E DRAINAGE DITCH OHP� D GT HEIGHT t3.95' I c w .N 3 -STORM SEWER OH7' off_0 I�I UFO � GP za oHP¢ 30'TRAIL BUFFER DUMPSTER PAD OHp UFODRAI AGE a W{/1 v b3 z F#N RICH O __•... o OF 00 Na_� #F ° v ww R OHp� 3.25 3 p= x O x E � 18'•' 12' s \ �< w �E 71.01' Q 0 00 OF u v z R3' R5' C I e l F a'u�; 0. rr R cry » g;. ;. ? PER m w 00 PROPOSED PROPERTY LINE R BLOCKS 11-12 SDP ACREAGE: 2 63 AC / I RE OVE 8 45 B ND, I 0 J / I 24' } j IN TALL 8"x4" }I R UC 4" 4" TEE, ANDA ) 4" DU�IPSTER c IR3''` ,' TRANSFORMER' ND PAD � °' ' �+ THREADED PL G ON 4" aG 2" METER NCSA 10' MINIMUM W / / 9' R20' } GV WITH 2" CO PER TO T I I I ° O / O. 16. 2" METER VAULT FRONT SETBACK _ a ! SOUTHWOOD APARTMENTS / BUILDING 1 / ". �, o (4% LIHTC) I NCSA 28' MAXIMUM _ — 4 11.25°+22B . ° ND °.' FRONT SETBACK I FIRE LINE W; 4" DIP N m I R3' z 22.5°+4 ° BEND /J Lu F ry N 10 TENTIO I 6' CURB CUT DOMESTIC LINFG' u p ry y 1 ; . (TYP.) ' z N Z rl R DATE (3) _ 7„ R ERS ' ° ; 0' ; : > SWALLO AI LAN 0511412021 II PAVEMENT CON I / / / 230.34' o KS 9-11, / } DRAWN BY I 9. PARALLEL PAR IG SPAC I / I STRIPING T E ADDE K. ROESERI WITH THIS 26' e Z 5, ° ° e / SOUTH BUIILD BUILDING 2TMENTS �° TRANSFORMER DESIGNED BY TYP. a (9% LIHTC)ST • K. ROESER z e I B' > TYP. 6 5 ° / • CHECKED BY �_ W I 11.25°+22.5° I I ¢ ; I I �C' +450 BEND • B. CICHOCKI R3' 4 • o 2 OVERHANG FOR • / / / 11 25°+4N5D° SCALE PARKING R3� NCSA 10'MINIMUM 1 "=20' N 240.4' FRONT SETBACK FDC RO OS PROPERTY I sr a°/ • cn LINE E BL KS 9-11 SDP . ls'' : NCSA 28' MAXIMUM FIRE:LAN D I FRONT SETBACK / MARKING z I CR GE: 1.40 AC I / 11.250+ R12 450 BEND 2" MET R I 67.1' ; J ti I / o % e 900 BEND I ACSA EAS MENT R C RD WITH FIRE LINE'F' 6" REDUCERI I 9-11 E E EN LATS 9' , • , • , / � / FIRE LANE / FIRE LINE W — — .— / MARKING / / ° / cz / R18' a • ;, 6" PVC PRIVATE DOMESTIC LINE'B' 6W 62' RNV N � / / °. '° ° SANITARY LINE 9 ' ^ 1 j�''O / 22.50+45° S S N 450 BEND' 5 r' / ° a / BEND SAN ' SAN 24„ / 6 W / ° BEND 11t25+4 ° 8„ 8 R20 .5' z ° V / 8„W 8„W �/ r. .( FIRE LINE' � �° � Q / FDC MARKING N / e ° ° O Q > J U) z13 e/° a MJM W_ rn D' W LL z / c z;' Q RETAINING WA L MAX. HEIGHT .95' ° 6 ° . Lu J SEWER EAS ENT F BENEF / 5' SOUTHWOOD D NG 3 OO APARTMENTS — — — — LL OF THIS PROP 6' / oI — — — — — — — — WLTH SQUTHW06B 9 17 AS • / a'. PARK,SPACE (9 o LIHTC) 06 — — — — — ---- 66 ---- 6,5 0SF ^ S v ° 20' SANITARY SAN p S / II ACSA EASEME T. Q U O s.>.A AO1 / / ag 'PVC PRIVATE Q SANITARY LINE O J •, 2 3 / 8n >• SAN— _ _ s STOP AND ° .., ... .. ° ° - �,. '..°' o° ➢ d , > .g • �.•' > e " Ar y.' <')°'A .a' > NAME > ..° ., ,•' FMINIMUMSIDE I / 5' S ( BUILDING SETBACK i / SIGN TY . W W O G-11 NICE lip" W777 61' / J 44r R1V11 ' : O / 22' , ^ $w 8 W 8 W 8„W lJ 1 d _0 / V W _ O 25' ROW FOPUBLI 0 49 ACREAGE AC — cu ' IOB NO. \ \ Am ' "NO PARKING" SIGNS (TYP.) O83 47118 \ \ I I C I I SCALE 1"=20' r— \ \ I � I SHEET N0. L - ----------------------- Y I I II E SHEET L1.1 FOR 'LANTING PLAN IN -TRAILBUIFFER------------ - I _----- -- APPROXLOC I � ENTRANCE FEATURE GP GP GP GP GP T\ —UGT — —UGT — — I RETAINING WALL ' T_ HEIGHT t3.95 I � C - NOTES: ------- - 1. NCSA SETBACKS REFER TO THE NEIGHBORHOOD CENTER SPECIAL AREA. ------------------------------------- -� - - - - - - — - - - - - - - - — - - - - - — - - - - - -�1GP / GP / �G GP I I APPROXIMATE LOCATION ------UGp / REROUTED UNDERGROUND Gp UTILITIES (BY OTHERS). SHOWN P �OhT UGT_ FOR INFORMATION ONLY. RAINAGE _ OHP_ - I I I GP PITCH OF GP GP — O p� _7� U / Tf OF Cp I OHP� �\ a I UFO I 71.01' C I 1 DRAINAGE DITCH A OF \ l OF I PROPOSED PROPERTY LINE ° PER BLOCKS 11-12 SDP VF op DIVE 8" 45° B D, . ` ACREAGE: 2.63 AC IN TALL 8"x4" R UC 18' GP TEE, AND) 4" D STER I �y I OF GP TRANSFORMB900 ND •' :I PAD ' 2" METER LEGEND: CONCRETE SIDEWALK !,ya.nHEAVY DUTY CONCRETEHEAVY DUTY ASPHALT LIGHT DUTY ASPHALT ^� E o MILL AND OVERLAY N / >E v DRAINAGE DITCH '� w 3 ¢ LL LL -2 3 O L ¢ J U W Z ti N a_ FF HP zFYv ww HP 3p N 2:E J W 00 x N Z v O M goo D_ v OJ J I � � THREADED PL G ON 4 1a OF \ I NCSA 10' MINIMUM ° fig'• ' �� M GV WITH 2" CO PER TO / ' O FRONT SETBACK d O 2" METER VAULT NP SOUTHWOOD APARTMENTS / �_ I / O = BUILDING 1 / �' .' OF o / O (4%LIHTC) I NCSA28'MAXIMUM 11.25°+22. ° B ND c :a FRONT SETBACK ' FIRE LINE'H'; 4" DIP 1 2' OVERHANG FOR 97 So+d.R° RFNII 0.C%. ); PARKING 10 1 .: _� / / w F 0 N DOMESTIC LINE'C' FIRE LINE'E' ° ° g z WA L T .95' tp SOUTHWOOD APARTMENTS 66.97' p ' // BUILDING 3 O PARKp`PACE (9% LIHTC) 6,5 0 SF µ 18' MAXIMUM FRONT BUILDING SETBACK 20' SANITARY / II ACSA EASEME T >' p g PVC PRIVATE 5' MINIMUM FRONT BUILDING SETBACK R)3' �a SANITARY LINE I RS L S / 5° FHA � T 6" GV / 44` RNV 8" GV / 22' p 22' 20' / � 8„W g"W 8"W 8"W i / 8"W vw 8"W 8"W a / � 8"X8" TEE \ cvo 25 ROW FOR PUBLIC ROAD / \ \ ACREAGE: 0.43 AC / m I --- \ \ \ \ \ I I I - - - - - - - "NO PARKING" SIGNS (TYP.) J / / czm \ �I L_---------J GO u o 0 NP/ ¢ ry /0 I zO DATE 0 o 05/14/2021 TDRAWN BY K. ROESER I • RETAINING WALL DESIGNED BY • K. ROESER MAX. HEIGHT t4.5' • CHECKED BY B. CICHOCKI • • SCALE • 1"=20' -DRAIN E DITCH B �\ < 06 � I \ i z Q Q \� J ' c) \ J W LLJ \ a H \� m J J LL od O \ ^ }} \ \ O O \\v Q U O Q O J 2 �OF RMDW77-MA WITH "NO PARKING" SIGN TYPE III BARRICADES - END OF ROADWAY MARKER WITH "NO PARKING" SIGN — Oa3 JOB NO. NP 47118 SCALE 1"=20' SHEET NO. 0 20' ao' C4.1 - '1�- - - - -_ -' �s I 20' /YEIRMAIN '..,I I I I / / v/ / / . •, . , . \ ` \ - - - - - - - - - - V 1 ° / AC 'EASEMENT \ \ 18' MAXIMUM F-ROWT BUILDING -SET -BACK / e /( .. y i ♦ / dl e ,{ ^ <. !.. re I e ' / / I 1 0 6" PVC PRIVATE - - - ° \ ' \ 1 � / % 5' MINIMIZM FRON�BUIt�ING$E�BACK / N / l 1 \ Y �a SANITARY LINE - R25'------------- - - - - -- ------ / ----- - �— S - — --------------- _ -- ----- ------ --- ---- - R "- R25' __ - 8' --- - —w> — — — — — — __--- --- ----- _--- -- - -- - \ R3' 1-`�-- ---- ---- ----- - - -- - / /-------- R3T-�------------'/ L_ J AD / - - 14�00 ` 14+32.7 0+0�- \_ --123.00_�10+50 44 PUBLIC ROW)/ 13 13 N34042'48"E --I :_—__ 11+00 12+OQ - - - - - - - " 12+ - - _ 267 31_� ----- - 20'-+------------- — r t----- — --- -- W / , ------------- VI HORIZON CURVE 1------- —�� / � — \ // —�� — \\\ \-------- ,--- R=486.51 \/ I _ / \ \\ I I/ L=32.08 — — i — —� I L \ \ / l \\ \ L---=— _-----J/ _— C=32.07 — _ _-----—i 1- --------------'" — ----- // —�— —1 --�— \ \J I \ \ / PC-11+33.32 1—�——————————— — — — —�— L'T --- P1=11+49.36 ; _J J-------- ----/ / / PT = 11+65.40 L_--------———————— ------ / / \ --> — \ . — — ----- ----- ----------[_ _ J—————— — — — — —— HORIZON ROAD - PLAN 500 61011 HIGH PT STj k = 10+98.83 HIGH POINT ELEV = 493.55 PVI STA = 10+99.87 PVI ELE = 493.68 A.D. = 2.09% K = 43.88 50' VC T7 coon wa 1p IN 1 M + + +a ° Luu V u � U) 495 Q w > Go > 495 u) W > m w as W N r 0) — / -- 1.00% —__ _ +v W / u) J w OQLO�Yfl — — — a d 490 490 485 485 480 480 h N_ R 9+50 10+00 11+00 12+00 HORIZON ROAD PROFILE 13+00 14+00 14+50 SCALE 1"=20' 0 20' 40' NOTE 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 PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. `% tan D. Cichocld Uc. No. 53741 111171m M E 0 o N � N C > E v E w Lu Q LL o 3 p LL wO `mom O W L M Q< J V 00 Z .-I N J—in N 0 ## O (A N N ZF d F z F z yr�i 30V�)x N 2:E d N LL w 00 Ln x �N z O F�>> C In z z h 00 Lu M v M 0 cD 0 N N Lu F INN p N Q � 1714 z 0 W DATE 00 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1"=20' N 1� cz 111r/A■ Lu U J LL pQ- J J Q � Lu � oLu m J 7 a0Q 2�CL a =) 0 0 O O O 2 0 Y / IOB NO. 47118 SHEET NO. C4.2 L HORIZ SCALE: 1 "=20' VERT SCALE: 1 "=2 0 1 0 20 PROFILE SCALE NOTE ______________________ r THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ____ _ ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. - ---------- U— wro( - 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 ZRECORDATIONS. OLD LYNCHBURG ROAD 3STATE ROUTE 631 Pia ~---------------------/ (VARYING RIW WIDTH -------------------------------- — SCALE 1"=20' -- --------10'PUBLIC ACCESS -------------- - - - - - EASEMENT ~ - ----- ---- REC6RDrt1VITH 9� c� � iN ,GRESS AND�MERGENCY EASEMENT PLATS 1 — — — — — — — — — — — ACCESS EASEMENT & GP- ---------GP GP — — — — — — — STORMWAT RAGES —U GP GP GP GP GP °u T — —O T — — _ — OHT T� —UGT — —UGT — — GP N —oyr — — ——_— GP > E _ — OHP— — ! !GP O--- IGP = v E c Hw — — — r� _ y UFO GP a LL ; 3 OHP� O I cala c a� \ c�L.. UFO a _j ib z ry �O ## > UFO � � R CJ \ HP��\ o U) O OO O _ zz F-Q_ Lu O O � OHr _ d PUBLIC DRAINA E / oy SEMENT RECORDED WI 0 9-11 EASEMENT PLA R2. _ �r r / _ ui ( w R15' R18' O W I = R18' � • r', SOUTHWOOD APARTMENTS � o ° BUILDING 1 q (4% LIHTC) F > 0 rN O II N I I Z W F N\ I / z °0 r I I o DATE I I 0511412021 O DRAWN BY K. ROESER SOUTHWOOD APARTMENTS z BUILDING 2 DESIGNED BY I I I • (o. I VARIABLE WIDTH / STORMWATER Fo v . LIHTC) I • K. ROESER I , ° A -.' (9k I > ACCESS AND MAhNTENANCE • // CHECKED BY EASEMENT EX. 2' (WIDE) COMMUNI ATIONS e I I • B. CICHOCKI II I scn�E EASEMENT FOR SOOT ERNNET • • I OF VIRGINIA, INC. CLIFTON I o. I FORGE W NESBORO • 1"=20' I TELEPHON COMPANY • I I I I + • t DB 3Q PG. 176 ' I 20' WATER MAIN ACSA EASEMENT I I z ° ti /u 4e °UJ 6"W N I ACSA EAS MENT R C RD WITH R3' • ° �/ y ` ° I 9-11 EA E EN LATS �/V d, R18' N O R18' S �J / / / � b � EASEMENTION POWER 3AN SAN s / w J LLJ / / / SEWER EAS ENT F BENEF O' J ° ; e.'' SOUTHWOOD APARTMENTS a LCu OF THIS PROP / ; . ° / / BUILDING 3 Q O G — — — — / / / / /m. WETH-SQUTHWOe0- 17 AS °: '' (9°k LIHTC) w S / / 20' SANITARY ,p p Q SAN I °:..' / / / / ACSA EASEME T . °. u w s / // / ' ° e. >:. °� ..b'a ', PVC PRIVATE e SANITARY LINE O O LEGEND 171 PUBLIC DRAINAGE EASEMENT ❑INGRESS AND EMERGENCY ACCESS EASEMENT & STORMWATER ACCESS EASEMENT ACSA SEWER EASEMENT ❑ PUBLIC ACCESS EASEMENT ACSA WATERMAIN EASEMENT VDOT ACCESS EASEMENT > � r W a ION POWER HORIZON ROAI inRL7ON KvAD d SAN °; I ° PUBLIC DRAINA 44' RAN O EASEMENT rp �� //'�� V/ P. 8"W 8 w JOB NO. ---------, 47118 I I (— SHEET NO. L--------� C4.6 LEGEND --------------- c / PUBLIC DRAINAGE EASEMENT I II II / INGRESS AND EMERGENCY ACCESS I / EASEMENT & STORMWATER ACCESS ❑ /a EASEMENT I ACSA SEWER EASEMENT ■ / PUBLIC ACCESS EASEMENT GP GP 1. GP GP GP� —UGT — — ACSA WATERMAIN EASEMENT ® VDOT ACCESS EASEMENT I � � � �o a — OHP� S \ UFO H. Fro � � c SOUTHWOOD APARTMENTS BUILDING 1 / (4% LIHTC) R o.' a C � 4 O 0 9 C. o EX 2' (WIDE) COMMON/ TIONS EASEMENT FOR SOOT ERNNET OF VIRGINIA, INC. CLIFTON ' FORGE W NESBORO TELEPHON COMPANY DB 30. PG. 176 S \ \ \ �I \ \ C GP — UFO Gp f UFG ° i OyT— oyP— SOUTHWOOD APARTMENTS BUILDING 2 (9% LIHTC) 20' WATER MAIN ACSA EASEMENT ' PUBLIC DRAINA 44' RIW EASEMENT $ nI 8"W „W I—----------� L_— — — — — — — — — - UFo \ rim / 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 RECORDATI ONS. / I / I P GP I GP Ij' I HP I I HP ' I UFO p p Gp I — I UFO I — OHP— GP OHP— i — UFO — — — OHP — — OHP— OHP— OH P— — NP — oyr� = UFp ? / P / oy 0 G /I HP— / x VARIABLE WIDTH PUBLIC r DRAINAGE EASEMENT [Y1Z 8"W a INGRESS D EMERGENCY ACCES SEMENT & STOR WATER ACCESS EASEM NT ALONG FACE OF CURB grn D. Cichoci i Z Lie. No. 53741 121tilto "Aj- ^� E 0 N 0 N N C > E N w Lu LL o 3 LL O 2 L M < J U W Z ti N Z FLu !'7 V W w 30u) w �E �E � 00 x vry Z U < iri N Z Z o+ » w 0 0 D M 7 OJ w � H- ui M 0 M 0 x A '~ N N N 0 N < Z 0 DATE V) 0 0511412021 DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE • 1"=20' < 06 I \ I —20' ER MAIN \ AC EASEMENT v \ \ \ O > z -j J \ G \ m Z Qaw o � Lli \ li VDOT ACCESS EASEMENT \ (FOR TURNAROUND) \\ ` Q 0 LL] O O 2 O O a`j JOB NO. NP 47118 SCALE 1"=20' SHEET NO. 0 20' ao' C4.7 L I ----------------- --------- ---1 1 I\ II----------� I 1 II II \\ I \ i I II \ \ \ \\-- ------- 1----------- \ \y I I \ \ \ ________ ----\-----------\---- --- \ II 1 I I \ \\ \ 1 1 l ---------------- ----\ ------- --- - \ - - - - - -\ T OF ------t------- \ 1 I \ \--------+------------\--- \ \ \ ` \ \ \ \------------------- \ -----F------L------------------------,------ \ \ \ \ 1 1 I \ 1------- "------------- ------------ -- \ \ \ \ \---------1---------`---- -- ---\---------, \ - - -`- - - ` - - - - \ ` -- ------------------ I 1 \ A------------ ------------ j \ 1 \ \ \ \ � I I ` `\ ` \ ----- �- - - � - - �- -- 1 \ \ \ ` \ \ _ \ \ \ \ `_ `\ y6 \ OLD LYNCV-(BURG �OAD \ \ \ \ \ � � \ \ \ \ _ \STATE ROUTE 631 \ \ \� \\ \ \ ` ` ` - - - - - , - - - - - _ I \ \ \ \ \\ \\ �`\ --_- � - - U N 53741 � (VARYING \RAN WIDT� I \ `---------�------- \----------------------- --- \ , \ \ \ - Le. o - - - \ - - °� \ \ \` \ - - - ---------------------------- _ 6 - - - - \ \ �--- - \ \ \ONAL I \ --- -- >------------- --- - - - \ \ IGP GP OHT I- 11 i /�i T �i �� -OHT i ' _ �= OH j / OHP�i ` _ - _ �- _ i _UGT --� I ' i i ' / P N c �P -ON� i '�'-- _-p _-'! '' --`--\`- / / /'/'/ A5/i'/ / GP / / / jo �r i- / E �� / �r_o-� GP / - - - - N I \ \ - - - ' / /' _ _ $'Aa6 A61 8' '/ /' ' w °i E / t v"" - �� = - ' / / ' ' 1 A74 ' 7 - a76 TP - - - - - / C�yP� b i i ' / \ \ - i ' Aa Aa9 Qg� 0.91� \ _ - ' ' H w > 3 W ST SEWER OyT� i��l /a - / �' / ---- UFO / --_-'' GP _,' ' �wy3 TOHP� / / _ aLL _ ,492 _ _�P" / TP I I 1 / • / TC y off I / / _ _ _ - - LL 00 _UF � / a _5 u o? z .� ry co K L - in O # # �L79.38' I / 9A. a > o ry (A U7 / 475.93' \ \ TC to ry a F F 479I54 .. \\ L._ 4a \ 6 / / 1 - - -OVER D-49 z F v w w 4783a g7 .23' s ° \ 8� \ \y / �\ \ ` \ IEF PAT 3 0 ' v�i x E v'ro w 1 / I \ _ v 0 0 IL; \ \.,. \ b\ \ OF o 479.52' 0 \ \ . ° ',;: ° ` ° \' / \ ` \ \ \ H vi A) z z a,Lu co D` TOE ow FFE=481.60' _ \ 1 I / \ \ 493.06' .a \ \ \\ TC \ TW 485.60' \ I I C \\ 119 \ J \ \ \ \ I 1 \-_ FFE=493.00' 477.71' \ BW 481.60' ` 2 5' 1 1 \ \ ` \ TW ag 0 ' \ I I 1 / / 'a:, I ---- �\ TC Ln / R18' 1 \ _Bw i / I ° rn I \ 1 / Al / 202 TC \ , > \ / / / / c I NCSA 10' MINIM M �Q92.82' R18' 1 77.12' -04 D ; \ \ / I I I / 0 \ / FRONT SETBACK\ O / R18' ' - - / / TC 203 SOUTHWOOD APARTMENTS 475.31' C \ BUILDING 1 / / I / / / / / / \ \ o ' (4% LIHTC) / NCSA 28' MAXIMUM 1 \ \ _ / I I 76.75' \ I / I /I I l p \ F � FRONT SETBACK \ TC cli o yN / I TC 1 478.04' : 2. / / / / / \ \ \ \ Q o N s RD1 A \ z ,N-i O l \\ I° 2 5 / I l / 1 1 1 1 1 1 I/ r !• 1 , in DATE ` I TREATMENT: CU 1 / / / / / CONTECH VORTECH I \ 1$ G'UT DISSIPATOR CE I / FFE= 2.50' / / / /.Y/ STRUCTURE o= 0511412021 °� ° ° //'T , //, / II ° \ } DRAWN BY 1h / GABION FOREBAY / T1 Ex BW 492.21' /, J / I TC 06 �475.35 /' RD5 // / FFE0: 1.6p0'/ / / a9o.15' ' 492.66' K. ROESER 9/ 2. ° ° : 94 EX SOUTHWOOD APARTMENTS ° DESIGNED BY / FFE 1: 2.5 492. 5' / / I BUILDING 2 Q TC • 40. ° .'v �. (9% LIHTC) � 492.49' I • K. ROESER 0'4 A I TC 7 CHECKED BY / I I I� 492.67' • B. CICHOCKI 480.34' �N(1'/ / / / FFE:493.00' i REATMENT: CURB 0�8i• • SCALE NCSA 'MINIMUM / / / / / / II ! CUT ISSIPATOR CE • 1 "=20' FRO TjSETBACK TC /480.40' / II TC NCS 8jMAXIMUM / / // / / / /// ° .: I I i °I 492.25' • • FR T SETBACK 6' i 480.21' l , l ,/ l l / C(/ �A41 1 R3' . °. TC y , • -/.°' './ I I I 480.26' - i // / /// / \ 7 co of 419 ` / / \ ° \ /M /1492.82 R15 FFE-493.00' A16 TC R18' / R18' / ,480� 492.79' - _ A8 -- /,/ / / .°l $-T- - - - -T - - - - ^ / / / / / C \ ' FFE 493.00' °e . ° ° / I I 8"W 8"W/ I / 481 i \ 482.59' D7 Q R20' R29TC ' .482 \ \ 482.05' ` FFE=493.(0' Q rrLLJ nn FFE=481.60' r l /l l l l l / I °. / / ° \ > V Y J LLI TC TC / / / / / C ° / , e F; \ Q Z 1.75' / / / / - ° :'� . a / / \ ?' ° `o °'9 °'° . E=493.00' Z - EX Lij 484 \ - - - - - - - - - - - - - - - - - / is /'° as2.1T .. / ° SOUTHWOOD APARTMENTS G`' / - - _ - T)AUM= - - - - - ' / F.' / / / J / 9 \\ \ \ 493.00' \ \ BUILDING 3 \ LL. ' ---- ---- - - - - - - - / 485 485486------- - ---- ----- --- -./ /// ' / // /o. / \ (8%LIHTC) od BW 482.00- _ _ _ _ _ _ -- ---- / / - - - - FFE. 492 50 / / • / / / / ' \ \ �' FIFE: 493.90' Z � / / \ / / 49'3 \ \ m O V IV H R)`LON ROA >:' .. r \ 5MINIMUMSIDE / q '-- --------- ° - \ �r BUILDING SETBACK \ N \ i W Awr AV Ar AV AKIW\ o -p`oi <\\ // \\ 49. `XN 103 Qcp/P6 ----- �/O//) \ \ •I _ _ _ _ - ----------- - ----- --_ __ - - - I --493 122 JOB NO. _ - - - -- - / /' / / / , \ \ I - - \ \ `---------- _ ------- - ----- _ - \\ - a83 47118 _ ---_ '--- _ ---- _------- - - - - ---- - - - --- / / f / /' / / I / I I \ \ \ I I SCADS'=20. / I I - I \ \ \ I \ \ / - , - - SHEET NO. -------------; , I ' ,e - `\ \ \\ --= ----- - 0 20�/ moo'- C5.0 0 m 0 3 c a D 000 o X BcD g0 0 c A6 a c m a- 0 C7 F Z 5 N 0 a F m o 2N n d m 2 Y M � J N X C 0.0 0,6 £ 2 d m m C c Eo M 0 m 06 a c �a 10 a 0 O c 2 �N N C c $ m nE .2 L F E L \ \ \ ----------- - - - - - ---------------\-------- - - \ \ ---- ------------- \ \ \ c \ \ \ ' GP \ui - 4UGTI / ` BW , .W / \ \ --- \ \ _ ryan D. Cichac)o 'Z ` � U Le. No. 53741 � -- - -- SSIONALG r GP --___-__ P ____-_- G --- ____ --- - �- >v EE -- I ' GP 15 -- - - - - -- -LL- '492 - - ------ - - ------ C cm .� g7�23 °\ 4 \ \ -96'UF ,' , - ,' i I I l l / / V J �j rjj E .p9 a ' i //FREE/PROTECTION / / / Z O O r� y00 - Lq .. 1 l \ \ \ \ ' , ' dg bgT U^ / / (TYP/) / / 1 / U > iO O j.� m Ln z z TW Q9;;.14' NP / / / / / / I ` O a, i BW 492.79' .501�_ 00 / F \ \ \ "° \ \ \ \ - / p • • I \ \ \ � TOE \ \ \ / - 5 2 ' / / / / I I \ I / m � FFE=481.66' � _ I \ \ 5 � \ TW 486.60' BW�4y811.6g0' I • \ \ \ \ \ ` _ _ BW 48j�' I I 1 I I G / \ p >. I \ \ TC 92.82' °... / \ / et I NCSA 10' MINIM wM � � \ O 9 FRONT SETBACK d \ \ _ , ` _s S00 ` SO_' \ t7 \ \ _ / TW 500. ��9 \ 1 009 SOUTHWOOD APARTMENTS / l / l I ,b� \ l \ I ° \ \ ` S 2\ \So3\ S 4` SOS -Sp BW 495.80��UF s'o I / / / / , \ ! \ BUILDING 1 O 6' S (4% LIHTC) I / / l / l l l \ NCSA 28' MAXIMUM \ \ >� _ 07 \ \ S % / _ :< FiRONTSETBACK = _ - _ -510 r N� o ry r4 -GLu � TC PRE-TREATMENT: C B - _ ` \ \ \ \ \ pNP/ I / / ' z ' RD11 49 \CUT DISSIPATOR CELL ' - - \ \ `\ \`\ \ / I` - _ _ _ _ / O / / / / / / / O f' e'• 1 I u \ ` - 1 \ \ \ \ \ \ /_SpB\ / - _ DATE CONTECH VORTECH GABION FOREBAY \ + I \ \ \ \ 1 1 -/� > I \ \TOP = 490.33 1 1 \ \ ro - - \ / 0511412021 2.50' / / / / I r 1 STRUCTURE a \ Ay \ 1 / - _ _ O \ TC \ "' I I 1 TW 499.00' Z DRAWN BY / t EX a Y' \ W 495.83' P / 491.95' 491.5T � \ \ 1 1 I / / /° 490.15' 1 \ t° / dwasz.2r ° /, ry Tc \ \ \ \ , I I I K. ROESER / FFE 0: 1.60' / / • / / e , . 492.66' TC \ I I I I 1 \ ' / FFE 1: 92.591 /492. 5' EX I SOUTHWOOD APARTMENTS `\ 491.99\ \ 49S I I , I I I _ - - -507' ' ' / DESIGNED BY gg aso.zT / I BUILDING 2 To \ \ \ I / • //4 0. e . (9% LIHTC) 1 492.49' \ \ I , 0.4 •489.33' 128 490 1 I I LO / / LID K. ROESER TW 491.23' / / / I I. , -° TC 17 `491.2 \ � I 1 / , / • CHECKED BY / BW 491.20' / / / ° /: I 492.67' TC •489.33' \ sr I I / // • B. CICHOCKI I asos \ I � � 506 ' / / / * g/� REATMENT: CURB To I o / fw/ ob' FE:493.00' \ / UtI ` CUT ISSIPATOR CE as3sT I I I I "' / / / /' ' / \,/ 90.81', , / I I I • SCALE / I °° I I Tw 495.23' NCSA INIMUM / / / / / / Tc ew asa.77' / // / / / / • 1 "=20' 1O / �, // / FRO TSETBACK 492.1 I II 11 17 NCSA MAXIMUM / / / / / / .: / I I I °I` TC // • / E' / / / / / / / .p / I / 492.25' \ I FIR T SETBACK // / / / / / / i l ,/ I I i . "I. 91.91 \ \ III I I I �' �` / // / /ii CL .' • P{ . I PARCEL 076 -00 �Q-051A0 // / / / // v • / ° �,. 1 I D4 SOU HW HAR VlL ELLC \ I _ _ 502 _ // // / / / I �� .'o' . /I \ o TC\ N OD [5/9 /CT \ TC l l \ 8 \\ 493.35' / ) I 492.82' 1 V .:v�. d .,. /',�.. FFE=493100' 114 TIC T // / // / // // / / / / h9 \\ •/p / / 1\ ° \. ° 492.79' � 492.79' ° ` ,.,�' tlp ° •. 1.12 .° TC - - - TC -1 FFEV93.00Li ' 493.53' it FFE=42J3.90'� I 1 11 500 FFE=493 @0' °.\ � -. ° °,. � \ \ \ \ II 1 � I I I I w \ D • •° \/1 I ( � rI11 °\..- o o�.° ` � \ ` � ` � \ II 1, \ �\\ _ - b99 III � I � LLI V O / / ' / ! o E=493.00' >�1'1` \ \ I \\ d'\ /b / /'I \ Ly Q - - - - - - - - - - 2.3� / �°./ • EX / / '�� ° �\ "FFE�93.00' \ I \ / ,A91 / \ / ' m / /: .. / 492.17' a° / / /'° \ p ` \ SOUTHWOOD APARTMENTS \ \ I / / J 493.00' \ BUILDING 3 LL Q �%LIHTC) / n \ O _ °6 - - - -FFE-4s2 50' i / / I l l l \ FFE: 493 90' Q \ / `\ \ \ 18' MAXIMUM FRONT BUILDING SETBACK \ 49 \ V ---- -- - --- / // \ 110 TC TC 5' MINIMUM FRONT BUILDING SETBACK 106 4s1s4' N 494.84' ` - \ / ' O 49 9' / \ / /f-pg3 \ \ 493. .. , `/92 \ \ 1 \ ' ' CONTECH SqN \ / / / °1 ° p9 ° • ° \ 493 - /\ ILT104 o 104 \ _ - // I 103 I 133 OVERLAND / I 121----------- __ ___ 49 2 ---- �91 \ I RELIEF PATH- 12 134 - - \\ \\ JOB NO. - - - - - -- r' , _ _ 1 - � _ N 47118 490 SCALEI"=20' SHEET NO. C5.1 Cr -�-- -r- ^ 0 20' 40' L RAISE EXISTING STRI AS NEEDED 1 PROPOSEC 112: 30" Basin - Circular Grate 114: 30" Basin - Circular Grate STA 14+24.24 STA 14+67.91 TOP 492.76 TOP 492.82 INV IN 485.04 (113) INV IN 485.36 (115) 117B: DI-3B 6 ft Throat RD2: 12" Basin -Circular Grate Solid (Solid) 106: MH-1 INV OUT 484.94 (111) INV IN 489.00 RD5 ( ) STA 15+73.96 STA 17+08.91 a T STA 13+38.80 INV OUT 485.26 113 ( ) TOP 491.01 TOP 492.93 INV IN 488.24 (119) 116: MH-1 TOP 492.26 116: MH-1 INV IN 486.48 (117C) INV OUT 488.14 RD1 ( ) STA 15+59.39 -° o N o INV IN 484.40 107 ( ) INV OUT 484.30 (105) C0 o STA 15+59.39 INV OUT 486.38 117A �j ( ) TOP 490.89 L) cn M o N o o TOP 490.89 co C] C] INV IN 486.24 (117A) U �> v 00 NV IN 486.24 (117A) Of of (0 120: 12" Basin - Circular Grate INV IN 486.31 (127) c m cli N N ' ro °No M LO o "' �O °p r r 7 "? INV IN 486.31 127 ( ) m oo STA 17+33.57 INV OUT 485.82 (115) r � � v m 134: DI-3B 6 ft Throat M N L1 a o N a a co °0 °0 �'++ v ui co a 104: DI-2A STA13+18.12 m u0'n N rn V a m+��v INV OUT 485.82 115 ( ) a TOP 492.21 128:DI-1 co + a STA11+17.88 �C+ o" v O O z z 0 =+tea g � v z_ 0 O TOP 490.93 M 0 n�azzp =��vv g v z z 0 INV OUT 488.36(119) STA 10+29.09 No�z 0- O TOP 490.84 oOiiaa»> 0U)Pzz z i(Qa o�OZ Z INV IN484.19(105) MHO»>~Ozz Qa--O z TOP489.83 m 0>> ��Fz z INV OUT 486.38 (133) (0 U) INV OUT484.09(104) �mFzzz �0�--- INV OUT486.44(127) rn-r I I -rnF Fn-r rn-r 1;n-r 500 500 PROPOSED GRADE EXISTING 495 GRADE 495 i 490 ��-- - ---- -------- / 8 Fl, , 490 RIM OF JCTURE O MEET 119 RD1 GRADE 117C 62.92' OF 24.65' OF 485 J.7 T OF 12" HDPE 12" HDPE 0.50% 6, @ 0.76 0 485 11 105 111 43.55 OF 1.48' OF @ 1.50% 104 20.68' OF 74.04' 21" HD F E 21" H PE 8" HDPE 0.50% 101 102 202.27' OF 21" HDPE @ 0.50 0 @ 0. 0% 32.42' OF 82.58' OF 21" HDPE @ 0.50°k 17A 480 21" HDPE 0.50% 14.5 ' OF 480 @ 0.50% @ 0.50% 15" HDPE 107 @ 1.00% 13.37' OF 21" HDPE @ 0.50% 475 475 470 470 9+50 10+00 11+00 12+00 13+00 14+00 15+00 STR. 100 - STR. 120 16+00 17+00 18+00 18+50 500 500 PROPOSED GRADE EXISTING GRADE 495 495 490 490 2' MIN. 485 O 127 485 15" HDPE @ 0.50% 480 480 475 475 470 470 9+50 10+00 11+00 11+50 STR. 116 - STR. 128 PROPOSED GRADE EXISTING :=1- I r 6" FIF 1' MIN 131 67.67' 2V H( @ 1.( 9+50 10+00 11+00 12+00 STR. 110 - STR. 134 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 m � RD2: 24" Basin - Circular Grate STA 11+15.48 M == 03 f0 cli TOP 480.24 i U ui o t INV IN 476.16 (RD3) H N N 102: DI-2A STA 10+33.27 � 00 v co C' 202: DI-3B 6 ft Throat INV OUT 476.06 (RD1) 204: MH-1 G m _ o `- ui m " TOP493.41 rn 00 mroio� m STA10+00.37 STA 10+80.39 00r�i�CO� N U O W ro RD8: 12" Basin -Circular Grate (Solid) N moNoO M o F. v 206: DI-1 INV IN 482.57 102 ( ) o_ TOP 475.22 TOP 478.56 v j rn STA 12+52.20 r- _o r STA 10+47.06 INV IN 485.86 (121) Q a INV IN 470.34 (203) INV IN 474.44 (RD1) v Q o_ - O> Co v m v TOP 481.18 6j Q o_ > > TOP 475.85 INV OUT 482.47 (101) � U z INV IN 470.34 (205) INV OUT 474.18 (203) � ? z iv 0000 INV OUT 477.45 (RD7) N z z INV OUT 470.60 (205) 505 1 1 505 490 1 1 6 Q o 0 490 490 490 500 500 EXISTING GRADE PROPOSED GRADE 495 1 495 15.1 490 490 LINE'A' - 1' M N IA 485 121 485 30. HpPE 1@ 2.00% 480 480 475 1 475 9+50 10+00 11+00 11+50 STR. 102 - STR. 122 of U) z 485 485 PROPOSED GRADE EXISTING GRADE 480 480 3' MIN. RD7 RD3 RD5 67.31' OF 475 AcV OF475 8" HDPE PE �HOD75E r1ur @ 0.85% @ 0.75 /o 20 •OF RD1 470 0 60� OPT 35.10- OF 470 1 A$ 8" HDPE @ 4.62% 465 465 460 460 9+50 10+00 11+00 12+00 STR. 202 - STR. 204 13+00 13+50 485 485 4PROPOSED GRADE EXISTING 480 GRADE 480 475 475 3.7' 470 470 200 42.97' OF 12" HDPE @ 0.60% 465 465 460 460 9+50 10+00 11+00 11+50 STR. 202 - STR. 206 5 01 0 50 PROFILE SCALE tan D. Cichocid Lie. No. 53741 111/7/tp ^� E 0 o N � N Q O > E w a E � .WU Q LL 3 p LL - w0 `mom 0 W L M Q�_j U00 W J -N .. rn d � co (� W w � 30'x LL Ln _ N m >� F Q 0� EO1 N W M d � 00 W � H CL O ce 0 Z ti N O # # a F F W W N E 0 00 Z U U O zz j 0 0 � OO DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1 "=50' 1� Cz 1--i 1--q // \V i UQ 0 > 11J J LL J of -j LL Z m^ J LL as = }°} I..L ? 0 Q O U) 0 0 _ ,0 V 1 IOB NO. 47118 SHEET NO. C7.0 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 f� an D. Cichaclri 'Z U Uc. No. 53741 /41rl1m T5'DIA. 0+65.39 �SSIONALSTA 10+00:EX. STA 10+58.13 MHTOP479.74 `.10 4 STA 10+00 : EX 2 A 10+65.39 5' DIA. MH 92.43 5' DIA. MH INV IN 472.08 (10-EX2) 488.69 BLDG 3 BLOCK 12 TOP 49272 `.54 % TOP 492.43 MINV. IN 475.66 4-EX.3 TOP 481.41 (())INV. IN 487.28 (2-EX.1) 0 0( )INV IN 477.50 (BLDG 1 (BLOCK 11)) 488.95 (BLDG 2 (BLOCK 12)) INV IN 488.69 (BLDG 3 (BLOCK 12))N u INVOUT471.08(10-8) UT 488.59 2 - EX. 1 INV OUT 486.71 (54-53) INV IN 488.95 BLDG 2 BLOCK 12 ^ c INV OUT 477.40 (4 - EX. 3) ( ) ( ( )) 500 500 505 505 505 INV OUT 488.59 (2 - EX. 1) 505 > E w a E w w 3 Q LL o 3 p LL 0 wo `mom USE CONCRETE RINGS a Lu v z N TO ADJUST RIM FROM w w -Lri 0 # # EXISTING ELEV (492.72) a N MN a F F TO FINISHED GRADE Z F w r�i Z Z (493.21) � o = x N � E a LL w 2 E a_ = ry z 00 Fva� O c� U) zz Lu 0 a�00 O x cD 0 N � N N w F N N Q 0 N z m O in DATE > 0511412021 0 } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 1 "=50' 9+50 10+00 l`//11+00 12+00 9+50 10+00 11+00 9+50 10+00 11+00 12+00 BLDG 1 (BLOCK ALE:'^=SSSWR EX. 3 BLDG 2 (BoLOCK 12) - SSWR 2 BLDG 3 (BLOCK SCALE:12) _5 SSWR EX. 1HORIZ � N VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 �--� cz 5 1� 0 - 01� u') U) w 0 50 J PROFILE SCALE ( 1 i O, O J w m Q m w J Q Lu LL o� 0 Q Q U O Q O U) 0 L2 I ,O V 1 IOB NO. 47118 SHEET NO. C7.1 495 495 FFE=491.7 490 O 490 O J EXISTIN m GRAD 0 PROPOSED w 485 GRADE O 485 O a FFE=481.5 _ 480 / 3' 480 MIN. �C. BLDG 1 (BLOCK 1) 475 A ' OF 4 .O6' OF 475 6" QV 6" PVC o �300 @ 1.00% INTERNAL DROP 470 CONNECTION 470 465 465 460 460 O Z p J_ m 500 � 500 m O EXISTING a GRADE � EL PROPOSED GRADE 495 495 FFE 493.00 3' MIN. 490 490 BLDG 2 ( LOCK 12) 27.66' O 6" PVC 485 2.00°k 485 480 480 475 475 470 470 465 465 0 Z Cl J_ 7 m 500 � 500 O EXISTING GRADE � PROPOSED tL GRADE 495 495 FFE=493.0 3' IN. 490 490 BLDG 3 (BLOCK 12 65. 90 40. 1' OF 485 3.1' 6' pVC 6„ P C 485 STORM PIPE 101 480 480 475 475 470 470 465 465 f� an D. Cichaclri 'Z U Uc. No. 53741 505 505 505 505 505 505 505 4001/4147/to 1� (ntu �SSIONAL O1 500 0 N N Q E > E w v E =� .Wv.w3 495 Q LL o 3 0 LL 0 wo `mom FFE=493. a_j U 00 Z N o—u O ## w N N d z LU ° v LU LU 490 3 O a � a LL w 0 E U-) �ry z 00 UU 2„ 2„ s„C Fva 0 rr DIP WAT �ry w 00 [n 485 a v co �� 480 0 x c� F 475 o w o O Q 0 N � Z � .N-I O in DATE > 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 9+50 10+00 11+00 12+00 9+50 10+00 11+00 9+50 0 OS/14/2021 FIRE LINE 'A' DOMESTIC LINE 'B' DOMESTIC LINE 'C' ' DRAWN BY HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' K. ROESER VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • DESIGNED BY • K. ROESER 5J • CHECKED BY B. CICHOCKI • • SCALE 1 "=50' 0 • 0 50 PROFILE SCALE 505 505 505 505 500 500 500 500 495 495 505 505 N ' 1 cz 1� 1� i U O>w s" J w J DIP W M Q LLJ Z �O// U i L^L J LL Q 6" QLL DIP W 4„ = O W DIP a z LL O Q U O O 2 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 FIRE LINE 'E' FIRE LINE 'F' DOMESTIC LINE 'G' FIRE LINE W FIRE LINE U FIRE LINE W 0 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' ( n VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 v , IOB NO. 47118 SHEET NO. C7.2 c� z 0 J_ m 500 � 500 O a O m a PROPOSED EXISTING 495 GRADE GRADE 495 FFE=493.00 DOMESTIC � — --- — LINE'B' 3.5' �� — --- --- 490 490 1, 1' MIN. WFIRE 6" C 1'MIN CLASS52Z485 DIPWAT DIPWATRLINE� 485 E'E' S FORM PIPE 11 STORM PIPE 21 F Z � p S ORM PIPE 10 U z Q J_ m 500 � 500 O a O K a 495 FIRE LINE'A' 495 FFE=493.00 490 5.2' 490 1 485 485 6" CLASS 52 DIP WATERLINE U 480 C7 480 m z 0 H �1 � W LL 475 N N 475 z J_ m 500 � 500 O 495 495 PROPOSED GRADE FFE=492.50 EXISTING GRADE 3.5' 490 Z 495 WATERLINE 495 PROPOSE FFE=492.50 GRADE EXISTI G O GRADE 490 490 J w U) 485 O 485 O m a FFE=481.60 480 480 CLASS 52 475 0 z m 475 00 � w m u� p � N 0 Z W W W 2' W , H LLi N om (7 X :( 470 N rn v v w 470 c9 TYPE z 0 J_ m 500 w 500 O a O Of a PROPOSED 495 GRADE 495 EXISTING FFE=493.00 GRADE 490 3.5' MIN. 490 1 ( K COPPER WATERLINE 485 tr 485 FIRE LINE A w FIRE LINE F z m O U 480 Z in w � iv 480 O m 0° �n � a8 o p iq �+ N� } ~ (] W Z } W W H J o � m 475 N � = iv � X � � 475 FFE=492.50 490 490 O J m 0 � PROPOSE 485 O GRADE 485 O m EXISTI G d GRAD FFE=481.60 / 480 480 3.5' MIN. + 475 475 6" CLASS 52 DIP WATERLINE U 470 c� TYPE z 0 J_ m 500 � 500 O a O K a PROPOSED 495 GRADE 495 EXISTING FFE=493.00 GRADE 490 3'5� 490 K COPPER WATERLINE 485 485 Of w a a O U 480 W C7 N 480 �O w � H W W J �a X O 475 iv � U 475 500 500 PROPOSED 495 GRADE 495 EXISTING GRADE 490 490 CLASS 52 4. ' ATERLINE 485 485 J m W 480 Q 480 rr H H 2 W [Y 475 ixo ixo u= 475 L II',\, \\ _-4-UGP '� \ a I 1 1 1 I 1 I 5 III II 1 P�—�� \ \ \ TH O r � an D. Cichaclri Z II 11 \ \\ I ' 1, I I' 1 1 1 ` UGP 1 L 1y� Uc. No. 53741 11 I ',� � 1 111 ', \ I I 1 — �', 1 ; � � ' 1 11 ' �- III y \ � II II II ? \ , \ \, � �yl� � � 'f� / ---- ----- 1'I.\ \\ \ I �.j� /7/7 m IONALOl 491 ` - _ - 719 490 - ? 1 1 pal I , 11 \ ` ' I ' ' ' I 1 ' I \ \ I I \ \ \ I 1 it 11 / M _ _ I U U E 1 I -- / `)yP•/ // // > ¢ c~A I �U w 3 Z W 0r, wo w - -- q.' 0/ / 1 / �///J/' I 11 11 I 1 i I 11\I // / --- I �� 1 WLuji52o Z �N > N N a (A U7 i W----+- +50 _ 12+00 - ----- - -- 50 +--- HICKORy STREET 62' PUBLIC - - 1 / u --17r- ; \ p R/ - - - •�r \ - - - - - �- TIFO .. _ ucr� w 487 Z I I Z)I 3� / I I 1 , '1 , �1 I / I / 0 / �� I 1 I I 148p I I 480 rigs — + -- — 3+50 / -- -- / 1101+00FJ—_ / I I q I — �/ o �I� 15+50 95+6 / c9 w v r�i '" z z 3: p � x In 2: z I — I �� vLL p 00 1�W � z u u O �. xVan 00 u V 00 0 \UGT— -I � l , \� \ \ I I \\ \\ \\ \1 1, 1 I 1 II p ry N \ 1 I a I'I 2 a N N p N z ao rti O 0 DATE 0511412021 0 \ DRAWN BY K. ROESER \ / III II DESIGNED BY _ - - _ - - - ' \ �� I I I / - / , / I I I I I I '1 I I `\ I / �AO6- •• K. ROESER / / �/ / / / I I 1 1 I I I \\ I — / ?' • CHECKED BY `L% - - _ , - ' / I , II I '1 ',� I I / • B. CICHOCKI \ - - • • SCALE SCALE 1 "=20' 0 20' 40' • 00, iUGT 505 500 500 SDR - 280' EIGHT OF EY = 3.5' EIGHT F OBJECT = 3 5' 495 495 i 490 — \ 490 PROPOSED \ GRADE \ SDL 280' EXISTING GRADE 485 \ 485 \ 480 480 F OBJECT = 3.5' 475 \ 475 1 \ \ 470 470 9+50 10+00 11+00 12+00 13+00 14+00 15+00 HICKORY STREET - SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 16+00 16+50 • am N 1 CZ w 1 W �//�� O U) \V / i U Y 0>U J w = J I Q W w J m J LL QLLao O 2�a a Z W Q ° U Z O U) L2 I 0 Y / IOB NO. 47118 SHEET NO. C8.0 L NOTE: STREET PARKING SPACES ON HORIZON ROAD THAT ARE LOCATED WITHIN THE SIGHT DISTANCE TRIANGLE WILL BE REMOVED WITH FUTURE EXTENSION OF ROAD. SCALE 1 "=20' 0 20' 40' 505 505 500 SDR - 280' 500 EIGHT OF OBJECT = 3. HEIGHT OF EYE = 3.5' 495 1 1 495 490 -- --- -- --- 490 LEXISTING PROPOSED GRADE GRADE 485 485 480 480 9+50 10+00 13+50 HORIZON ROAD - SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 in, M E 0 N � N C > E w v E w w 3 Q LL , 3 p LL < W M L � J V 00 Z .-I N WN—in O ## L N N d F F Z F y M Z Z 30V-)x N �E a LL W E 00 Lns vN z Fva.1 O u� U) Z Z crn '" =) D b oo M 7 � H 00 F p ~ N w N O Lu F N N Q p N O~ in DATE 0 0511412021 } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' N rl cz 0 1 0 Lf) Z � O U of O>° J w , m Q w g J_ co LL a LL = o a a z W O z Q U O Q O o TZ L2 c� I U) ,O V / IOB NO. 47118 SHEET NO. C8.1