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Home My WebLink AboutSDP202100071 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. FINAL SITE PLAN REF: INITIAL SITE PLAN SDP2021-00035 os/Zo/Zo2i 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 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 (SITE) 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 C4.3 HOUSING & DENSITY PLAN C4.4 DETAIL HOUSING & DENSITY PLAN C4.5 OPEN SPACE PLAN 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 E1.0 PHOTOMETRIC PLAN - BLOCK 11 E2.0 PHOTOMETRIC PLAN - BLOCK 12 E3.0 PHOTOMETRIC DETAILS E4.0 PHOTOMETRIC DETAILS L1.0 OVERALL LANDSCAPE PLAN L1.1 DETAIL LANDSCAPE PLAN L1.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS TOTAL = 37 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 DATE N z 0 f f LM Z N O # # a_ H H U w w W C) 00 Z U U O V) Z Z 0 0 K O O DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N/A U) UQ 0> J" ww J Q w U) Q m J Q LL n/ LL LLI =�O O U QU O 0 0 1 D 0 U) ]OB NO. 47118 SHEET NO. C0.0 L f� an D. Cichaclri 'Z U Lic. No. 53741 1 I0NALO1 M E 0 o N N C > E w 2 E w w 3 ¢ U. 0 3 � U. O w 0 m 0 W L M ¢� J U 00 Z rl N -u 0 ## rn to (A Nv a F F ZF yr-. Z Z v LULU 30�x N 2: 2: �aLL w E �= �N z 00 Fva O c 00 M v o w 0 x C7 0 x F 0 ~ N w N O W F N Q 0 N z 0 in DATE 0511412021 O DRAWN BY K. ROESER FOR BLOCKS 9-12, 1.5 SPACES/ UNIT REQUIRED FOR MULTIFAMILY/APARTMENT RESIDENCES. • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. N 1� W 1� 1� U) 0\,� W i co U � O> JLw 2 w O CO a LL O =�w O L.L Q U O w p U L_ I ,O V 1 IOB NO. 47118 SHEET NO. C0.1 LU 0LU IF IF 0 . TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA 8Y BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL &PATH TRAIL &PATH REC. AMENITY & REC. AMENITY & TOTAL GREEN TOTAL GREEN TOTAL AMENITY TOTAL AMENITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONALAMENITI ES &CIVIC SPACE BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENITY PROVIDED CIVIL SPACES CIVIL SPACES RECREATIONALAMENITIES&CIVIC SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED PLAN(S) (ACRES) REQUIRED (ACRES) (ACRES) (ACRES) (ACRES) REQ. (ACRES) PROV. (ACRES) (ACRES) (ACRES) (SF) (SF) 1 1.80 5.97 0.23 0.00 2,000 LF CLASS B TYPE 1 PRIMITIVE TRAIL 8.00 30,000 SOP202000048 0.80 0.05 O.OS 405 LF CLASS B TYPE 1 PRIMITIVE TRAIL 0.80 Z026 SDP202100062 6.75 0.19 0. 19 1691 LF CLASS B TYPE 1 PRIMITIVE TRAIL 6.75 8455 TOTAL 7.55 0.24 0.24 TOTAL: 2096 LF CLASS BTYPE 1 PRIMITIVE TRAIL 7.55 10,450 2 0.10 1.10 0.20 0.00 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 8, 700 SDP202000048 0.29 0.03 0.03 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 0.29 1491 SDP202100006 0.81 0.17 0.00 1, 493 LF CLASS 8 TYPE 2 PEDESTRIAN TRAIL 1.11 8950 TOTAL 1.10 0.20 0.03 TOTAL: 1,790 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1.40 10,441 3 0.00 0.00 0.00 0.00 0.00 0.00 SDP202000048 0.00 0.00 0.00 0.00 0.00 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 TOTALif BLOCK RESIDENTIAL NUMBER OF LOTS TOTAL RANGE RESIDENTIAL % OF (AC) CLASSIFICATION BUILDING (SF) DETACHED ATTACHED HOUSE APARTMENT UNIT RANGE MARKET REQUIRED FOR FOR RENT TOTAL %OF BUILDING (SF) PROVIDED UNITS REQUIRED DENSITY TOTAL UNITS UNITS UNITS UNITS REQUIRED RATE AFFORDABLE SALE APARTMENTS NUMBER TOTAL (DU/AC) (DU/AC) UNITS UNITS OF UNITS UNITS 1 GREEN SPACE & 0 0 0 0 0 0 0 0 0 0 0.0 0 a�O 0 0 0 0 0% 8.00 BUFFER 2 1.30 0 0 0 0 0 0 0 0 0 0 0.0 0 0'�O 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'�G 8 24 20 44 81% 7.10 VILLAGE 6 NEIGHBORHOOD 10000 0 0 0 0 0 0 a31 0 0-28 0.0 0 0% 0 0 0 0 0°� MIXED USE/ 1.10 NEIGHBORHOOD 7 0.60 10000 0 7 7 0 0 0 a12 7 0-18 11.7 7 100°� 1 0 0 0 0% PLACES 8 1.00 10000 0 6 6 0 0 0 a17 6 0-18 6.0 6 100% 1 0 0 0 0% 9 1.so l0000 0 1s o 0 1s o a61 is a3a s.3 1s 1oo°i z o a o a°,c 10 20000 0 26 0 0 10 16 11-62 26 6-34 14.4 10 38°� 4 0 16 16 62°,fi 1.80 URBAN DENSITY 11 5.40 MIXED USE 20000 0 46 0 0 45 51 2a182 96 6-34 17.8 45 47°k 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 % 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. PARKING REQUIREDANDPROVIDED TOTAL PARKING ASSOCIATED TOTAL PARKING PARKING SPACE LOTS HOUSING TYPE SPACES PLAN(S) SPACES REQUIRED LOCATION PROVIDED IA-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 (16) ON -SITE, (1) ON GUEST SPACE/4 18 HORIZON ROAD, (1) SDP202000048 4, 5, 8-11, UNITS) X (8 UNITS) = ON WARDELL CREST 37, 38 DUPLEX 18 SPACES (25PACE5/ UNIT) X (39) PARKING LOT, (1) MULTIfAMILY(2)6-UNIT (20UNIT5)=40 40(2ADAVAN) ON CARDINAL HILL 13 AND (2) 4-UNIT SPACES LANE (28) GARAGE, (24) ON- SITE,(2)ONHORIZON GUEST SPACE/4 ROAD, (2) ON 58 UNITS)X(26UNIT5) CARDINAL HILL LANE, 7A-7H, 14 =58SPACES (2) ON WARDELL 23, 25-32 TOWNHOMES CREST lOSSPACE5+18 (140) GARAGE/LOTS, GUESTSPACES = 163 (23) ON STREET/ALLEY 1235PACE5 SDP2021006 1-70 TOWNHOMES *(1.5 SPACES / UNIT)*(16UNITS) 24(2ADAVAN) 240N STREET/ALLEY =245PACE5 70-72 MULTIFAMILY(2)8-UNIT (52) SURFACE PARKING BLOCK 11, *(1.55PACES/ (11) ON HORIZON BLOCK 11 MULTIFAMILY UNIT) * (51 UNITS) 78 ROAD, (10) ON APARTMENTS (51 D.U.) =775PACE5 HICKORY STREET, (5) THIS PLAN ON SWALLOWTAIL LANE *(1.SSPACES)/ (110)SURFACE BLOCK 12 MULTIFAMILY UNIT) * (70 UNITS) = 116 PARKING BLOCK 12, (6) APARTMENTS (70 D.U.) 1O55PACE5 ON HORIZON ROAD HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SDP202000048& SDP202100019 Number provided SDP202100006 Number providedthis (SDP202100035) TOTAL 1-2 N/A -Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 0 3 3 4 Habitat Single Family Attached Ownership 25%-80•� AMI 40years 0-15 2 0 0 2 Habitat Single Family Detached Ownership 25°�-80•� AMI 40years 0-10 0 0 0 0 Accessory Units Rental 0%-80%AMI 10 years 0-5 0 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 0 0 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 0 0 15 Deeply Discounted Units Rental 0%-30%AMI 10 years 0-5 5 0 0 5 Habitat Condominium Ownership 20%-80•�AMI 40years 0-20 15 0 0 15 5-8 Habitat Townhomes Ownership 25%-80•�AMI 40years 0-30 18 0 0 18 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 4 0 0 4 Habitat Single Family Detached Ownership 40%-80%AMI 40years 0-10 2 0 0 2 Workforce Ownership/Rental 60%-120%AMI N/A 0-10 0 0 0 0 Accessory Units/Carriage Units Rental 0%-80%AMI 10 years 0-5 0 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 0 MarketTownhomes Rental Unrestricted N/A 0-30 0 70 0 70 9-12 Habitat Condominium Ownership 20%-80%AMI 40years 0-30 0 16 0 16 Deeply Discounted Units Rental 0%-30%AMI 10years 0-5 0 0 0 0 LIHTCApartments Rental 30%-80%AMI 30years 80 0 0 121 121 L_ Original Proffers X Amendment PROFFER STATEMENT ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-00-00-0O1AO, 090A1-00-00-OOIE0, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: _August 2, 2019 33.% acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned froiul4to NMU and TMP 90A1-1E (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner') of Tax Map and Parcel Number 09000-00-00- 001A0, 090A1-00-00-001E0, 07600-00-00-OSIAO (the "Property') which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project'). Pursuant to Section 33.3 of the Albemarle County ,Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are voluntarily proffered as a part of the requested rezoning and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017. 1. Removal of Proffers and Amendment of Code of Development for Biscuit Run ZMA 2005-00017 included on Tax Map Parcel 090A1-00-00-001E0. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parcel 090A1- 00-00-OOI EO are hereby removed and superseded by these proffers. Tax Map parcel 090Al-00-00-001E0 (along with parcels 09000-00-00-OOlAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails. Parks, Civic Spaces. a. Greenwav Connections to Potential Adi acent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase I, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 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 northem 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. 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. SOUTHWOOD CHARLOTTESVILLE, LLC, B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM a Virginia any 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. By: C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA DanRosehsweig, Manager 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. 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 SETBACKS MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN. MAX. BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACKc TO COMPLY WITH FRAMEWORK STREET FACING GARAGE 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. o 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. tan D. Cichocki Uc. No. 53741 141171to ^� E 0 0 rn U N � N 0 Q O > E w v E � .LU U Q LL 3 0 LL O— w 0 `6 0 W L smo Q<� Vo W J —N .. m 0 � co (� W Ul � 3:0'X LL 0 Q v = N N Fva� EO10 N a� o w Z O Z O a_ U V 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 LL }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 geotech, or VDOT certified inspector. This should include, at a minimum, a. California Bearing Ratio (CBR) tests, b. stone depth inspections, including installation of under -drains and cross -drains, c. fill compaction tests, d. pipe and drainage structure video inspections or equivalent, e. base and surface pavement inspections, documenting materials, thickness and compaction f. concrete tests g. structural and related inspections for any bridges and foundations Compile a report of these tests, certified by a professional engineer, and submit this report with the as -built plans. 2. As -built plans andplats: Provide drawings of the constructed improvements according to the Albemarle County As -built Road Plan Policy. Provide copies of all recorded drainage easements, 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 `St appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. D. Completed Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. 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. 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. Cichoci2 11c. No. 53741 111/7/m m E 0 rn o 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 N V 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 ct� Q F- Lu m 0 a Q 06 2 0 Cn LJJ a O o Z O O 2 ,O V 1 IOB NO. 47118 SHEET NO. C1.0 L CD-1 CUT rPAVEMENT SUBBASE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT �- PAVEMENT SMACE & BASE SUBBASE SELECT MATERIAL TYPE I OR I 157 AGGREGATE, ■B AGGREGATE OR CRUSHED I ,1_^11I GLASS MEETING #8 GRADATION REQUIREMENTS. PLAN VIEW FBI GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR F PAVEMENT SURFACE M BASE SUBBASE OR CEMENT STABLIZED SUBBASE _ _ _ _ F�LECT MATERIAL TYPEIOR SUBGRADE 0 00-00 oo�o�o�"oo (CEMIENT OR LIME STABILIZED) o GEOTE%TLE #57 AGGREGATE, #e RADCRUSHED CLAS ORA#JIC.E S MEETING %8 GRADATION ARON REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRAN WILL NOT BE LOCATED AT THE POINT WHEN BOTH SUBBASE AND SUBGRADE ME STABLIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHAG BEGIN AT THE EDGE OF THE TRAVEL LAW PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X DESIRABLE) MADE. CRUSHING STRENGTH TYPE OF PPE N(W.T. 4" MGM. DIAMETER )(W.T. 8" NOM. DIAMETER SMOOTH WALL PVCI D3 1 10.1531 SMOOTH WALL PE 1 70 PSI )00( 1 1 70 PSI )0(* 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED 50 AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AEA WITH OUTLET PIPE ON LOW SIDE ONLY. B. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE INVERT ELEVATION OF RECEIVING DRANAGE DITCH OR STRUCTURE. iE WALL THICKNESS (MIN) -INCHES 7. ILL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UNITS FOR OUTLET PIPE ME TO BE OF THE SAE CRUSHING STRENGTH M THE OUTLET PIPE. NkN TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. �VmT STANDARD COMBINATION UNDERDRAIN SPECIFICATION REFERENCE E ROAD AND BRIDGE STADMDS SHEET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 PIL aK -LIMITS OF PAY FOR COMBINATION UNDERDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT F PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 o SUBBASE - o-o-o- o.o-o-o-o-o-o-o-o- FSELECT MATERIAL TYPE I OR 057 AGGREGATE, #8 AGGREGATE OR CRUSHED TEX44GLASS MEETING #8 GRADATION REQUIREMENTS. F OR SURFACE & BASE 0 0 0 0 0 0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE TOP OF ' _r EDGE OF PAVEMENT •M�'��y( TRAVEL LASS I•N EDGE OF PAVEMENT Tr SHOULDER LINE YPICA �1 TOE OF FLL / LIMITS OF PAY FOR OUTLET PPE PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH XW.T. " NOM. DIAMETER )(W,T. 8" NOM. DIAMETER sM00TH WALL PVC .103 0.153 SMOOTH WALL PE1 1 70 PSI MN)( 70 PS XAR o-o- o o - o - o - o - o - F SELECT MATERIAL TYPE 1 OR SUBGRADE M WILL THICKNESS (INN) -INCHES o-o-o " - o - o o (CEMENT OR LIME STABILIZED) i00( TESTED ACCORDING TO ASTM D-2412 AT 5 % DEFLECTION. 057 AGGREGATE, #B AGGREGATE OR CRUSHED GEOTEXRE LASS MEETING 05 GRADATION REQUIREMENTS. FI°RAIMAC GENERAL NOTES 1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGH1.Y HAD TAPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PPE SMALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHILL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 % MIN.(3% DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UDERORAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 - INLETS OR MANHOLES. GATE BABE MA. DEPTH) TYPE I 4. ON SUPERELEVATED SECTIONS TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA S� ND. 21B (8" NN. DEPTH) WITH OUTLET PIPE ON LOW SY)E ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE AVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT S. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UNITS FOR OUTLET PPE ME TO BRIDGE APPROACH SLABS BE OF THE SIRE CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DRAINAGE STRUCTURE. GPE(XFICARDN STANDARD COMBINATION UNDERDRAIN XV00 REFERENCE RON) AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.05 CG-B NOTES( 1. THIS REAM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE. 4000 PSI F PRECAST. 3. 00 NATION CURB & CUTTER HAVING A RADIUS OF 300 FEET OR LESS (RANG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB i GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER MULL BE CONSTRUCTED PARALLEL TO THE SLOPE OF MJ88A E COURSES AND TO THE DEPTH OF THE PAVEMENT. B. ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AID DES N SPEED AS SHOWN IN IQA OF R THE ROAD DESIGN MANUAL INTHE APPE"DIX SECTION ON OS URBAN STANDARDS. 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.D3 A L"J 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 5 125 36 .875 12 12 C 6 15 48 1.25 16 16C 8 20 COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale TOP OF CURB j/\j/\j sae 12" \ d :" .44 ^° °.. �d CONTINUE 21 B STONE BASE j FROM ADJACENT PAVEMENT SECTION UNDER CURB I 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 � o 0 PAPER INTED o 18' 18' 4„ 2 MAX. VDOT PAINTED I„ CDGT` 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 W2.9xW2.9 SILICONE SEALANT 211 FBER&=D FBEW PAf�CF�G P4f�CF�G 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 PBIALTY I GRADE SIGNS AS RESERVED FOR PHYSICALLY 0-BRE D DISABLED PERSONS. PROVIDE ONE (1) R-7-8 TOW AWAY ZONE ow SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND VAN INTERNATIONAL WHEELCHAIR SYMBOL. SIGN ACCESSBLE 6' 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 �• OR OL -• -• -• -• -. r~ .~ .~ I- 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' 2 5' (PAVEMENT WIDTH) f 2% 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 2Y.. FOR A WIDTH OF 5 FEET. A� 3 XXSTREET APPROACH SAME SURFACING (RADIUS TO BE AS o C C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) in S TO BE AS (RADIN�OTE _ _ _ _ _ _ ON PLANS) CG-2CC-6 / (SEE - aALK(SIDEWALK(SEENOTE 5) AVED SPACE o---- EXPANSIONEXPA 4 JOIN' NOTE: WIDTH "B" 2'-0" OR AS MANLINE ROADWAY SHOWN ON TYPICAL �ca' 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 RADIISHOULD 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. 8% MAX. ® D 7, RATHE 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. M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A A 2" B CLASS A3 EK .e .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 _< 3 % 6 % LOW LESS THAN 500 VPD IS NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION \VD❑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 WAVED 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 Ile. No. 53741 111/7/tm (n E 0 0 U N � N 0 > E W ai E LU Q U- o 3 p LL wO `m^ C C MU L M a_j U00 W J - (n M rn (n N V (D W D �O'x LL p Q Q. (n = N F Q EO10 N W M a � 00 W � H vi (Y O 2 (D 0 F p W LU 2 Q Z 0 (n > O Z 4 N 0 # # a F F W W N 0 0 0 Z UU rU Or r U) Z Z > LU 0 0 ~ 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. )oB NO. 47118 SHEET NO. C 1.1 L 1 x6CAF 1 x 6 TRIMMEF 2 x 4 RAILS -< FRAME & COVER (SEE FIG. S—I—D,E) tow \ E NOTE, MIN. 60' DIAMETER MANHOLE F STREET SURFACE OR E "'E REQUIRED. z_ NON —PAVED AREA _L� 8� \ g o MH. STEP + �(IYPJ DROP MANHOLE PVC GROSS SLOPED AREA � §"p �a E 2. USE APPROVED FLEXIBLE RUBBER BOOT.3000 PSI CONC. BASE 1'-0" MAX EB v9 a 1 + v I BENCH SLOPED TO FLOW NV P 6• GASKETED STOP COUPLING CHANNEL 1/4" 1' MIN a': RUBBER COATED STEEL � E E 0 - 27' .� d f— 3'-0" MIN STEPS CAST IN PLACE � c E oY � 0 (L E F PIPE > -� '> •'+ Ir� Q �E £ 1f1 w ,+;,•JDRP .• .: PIPE STRAPS -•�;PRECAST (STAINLESS STEEL) ��:.Ma / `/SPACED A, '�- REINFORCED EVERY ,:„� _+•• � � CONCRETE SECTIONS12"MIN "O" E' VERTICALLY ;:. 1 BRrCH RING SEALS + 16=PAAX 90' RESTRAINED BEND 0112 y MINIMUM ELEVATION Q �� / DIFFERENCE ACROSS M.H. 5" 4'-0" E E . A •ERINFLUENT TO E• '9 � E ^R + ' a• _ SHALLFROBENLET BE 0.20 FEET. N' E + . + �+ • MAIN 4 2" DEPTH OF FLOW CONCRETE ° VARIES FILLETS PIPE CHANNEL TO BESEW PLAN 3/4 DIAMETER OF CONTRIBUTING - PROFILE SEWER. a +. , 'A A FILLETED INVERT OR A SM00 ''� •,a': 12" U MIN. 6' BEDDING WITH NO, 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO NOTE: FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE (2) FEET. BAND EXISTING MANHOLES SHALL PROVIDED. MIN. 6" BEDDING Z 2. VERTICAL DROP PIPE SHALL BESDR26P.V,C, SIZED THE SAME ASTHE INCOMING PIPE AND CONNECTED TO w BE CORED AND A FLEXIBLE NOTE W/ NO. 68 STONE g g O ' $�E F THE DROP FITTING WITH STANDARD GASKETJOINT. CONNECTION BOOT 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE 7vE aE $E 10 of w 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF INSTALLED o SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. u "Io •y o n 'ro w Nu Nu a� STAINLESS STEEL. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 8� 4.SHAPE INVERTAS NEEDED TO 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 1 S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. TYPICAL MANHOLE PLAN INSIDE AND OUT. O Lt 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. SHOWING BRANCH TIE - IN TYPICAL MANHOLE SECTION 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10"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.TS FIG Si FIG. S-1-132 TD-31 TD-30 TD-27 TD-25 x 6 METAL POSTS 1 10'-6 x 4 METAL POST 12'-0" CONC. PAD 1 x 6 cMIAI� DUMPSTER 17'-0" OUTSIDE ELEVATION 3 SIDES VARIES VARIES .. �r IIIII IIII IIII NOTE.ALL LUMBER SHALL BE PRESSURE TREATED INSIDE ELEVATION 3 SIDES 1/ H F 1 x4CAP 0VER OUTSIDE GATE VIEW INSIDE GATE VIEW IS-1 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. • h SLOPE TO DRAIN TO INVERT OF OUTLET PIPE :CTION A -A IF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE PETALS OF AVERT EACH AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. MST IT THE AR DROP INLET IS D U SHARED CONFIGURATION TO BEST FIT THE PARTICULAR INLET AND OUTLET COKIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �� STANDARD METHOD OF SHAPING SREFERENIM ROAD AO BRIDGE STANDARDS A MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 1080 VIRGINIA DEPARTMENT OF TRANSPORTATION GRADE 4 x 4 METAL POST UNLESS )TED POST ELEVATION AIR RELEASE VALVE L IMMER BRASS OR BRONZE PIPE BRONZE GATE 8"MIN VALVE EMBEDMENT ING D SPRING LINE IFRPIOSSIBLERADE OF PIPE IF NO. 68 STONE — I . SOLIID CEMENT BLOCKS -TYPE "K" SOFT COPPER TION STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,CONDITIONS ARE UNSTABLE NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH tan D. Cichocid Lic. No. 53741 /z/r7/Io ^� E 0 o N � N C > E w a E Lu Q LL o 3 p LL w O `6 a[ W L smo J VDD J — 1i .. rn � CA N V z W Q M I. 30Vx oa =LL U-) _ N =v>� Ln 0 00 W M a � � IL CL O ce 0 Z H N O *k ** a F F u w W N 2: E 0 00 Z V V 0. zz LuO 0 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. N Ti cz Ti Ti ) ` i UQ O>J J J Q Q Lu Lu D] a Q 06 2°LU a � O Q ° Z O O 2 ,O V 1 JOB NO. 47118 SHEET NO. C1.2 L DUMPSTER ENCLOSURE DETAILS N.T.S. NTS NTS FIG. W-9 FIG. S-3 TO-20 TD-34 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 BLOCK 1 ° \ BLOCK 1 I ® \' HB I I I I I J-12— I I 000 P-20--' III BLOCK 6 I I 14 I` /' ry BLOCK 101 . ; BLOCK 8 H s NI Q J-S P-14 \ J- ,5 AXON:1 \� J 13 \ BRUC6 1.. SMCN1 M JR z_ Uc. No. 656612 220 oQ� 0�0� 12�17�2021w� \ 20 a I SSIONAL EyyG m /® H-1mE tlA _ U r ®— — a c — — — c_ N N e d � c y tdi� J W w ® r E j+�� G 1 L� t` ✓� met 1 ®�®O W N— N O BURG ROa().� ®® �® 1 I 1� ' ` u w '" 4 a zki" u IA 0 \ ✓� ' �� L 4 = u i� O Jd ddddl I I op' > d d — IL 53 VI W I d v 1 /f.'x R A W ?k looma woo W W ® BLOCK 12luiliO o ® 0 BLOCK 11 _ 0 Be BLOCK 9 III > W N 0 N Z ry V /L to DATE { T > 1 P8 J3 �r® r 1 I 10/30/19 d yt ®� H-3 O �' �a i �rI D ®� �� '/��"7 DRAWN BY - H5 J-6 --_ _ -- H4 P-7 �Vl 1 L 6.-� —�` I - y� ) S. HARVEY \ P 9 p-8'. - o I I ®\\ ®J `1 l J® y / ® DESIGNED BY S. HARVEY I ®® i I In ® CHECKED BY \ \ ` ` � r C—� y C� I I \ j� ,''.. +_�—�® ��=r ®g `-- ® o B.STRICKLAND 1 s_ L , \ ` 1 p 1 3 _ 1J r LAJ�� ` r — — — \ 9 % ® 1 ' SCALE ! /\ B1TIERN r N.T.S. ✓ � �� d d � �* � \\ � 111 \ J / � �� ® G® '\\ 4 M ply � � rl `\` I !® a rl ,<1 CLLi 41 \\ \ 4.1 J I V g ® L 1' 1 % 0 TON DRIVE y y y ✓� \� ! Al y ® n f J o FUTURE a y� 11/lIt z W a Q RESIDENTIAL n \ % LJ o UNITS 1 \\\ \\\\ \IV ❑ yY®//'� ''`\ ♦� Lu Q Lu ® / O Dot a l C sot/' \ 0l 7/ % LLJ Z. ,\ / \J Q cJ) Ice N { %cn /V SS 1+ VV `1 v LLI 2 PIPE LEGEND n JOB NO. RN NEW PIPE 40919 ® / \ EXISTING PIPE SHEET NO. o C9.0 t f Bryan D. Cichocki Lic. No. 53741 Z N O # # a_ In In u w w � 2: 2: W 2: 2: C) 00 Z U U O In Z Z KO O DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. rl 06 Tl Tl UQ O> Q J LLB Q Q I) Lu m O J a J LL O LL _ Lu O QU O O 0 \/ L PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. AM JOB NO. 47118 SHEET NO. C1.4 L E X `u 0 DESIGN CRITERIA • 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. • THIS WATER MODEL WASPERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF 120. • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR ALL FIRE SCENARIOS. FLOW DEMAND CRITERIA ••• AVES. RESIDENTIAL UNITS: •o• 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 arse 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 ....e AVEY DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMESGE LSTUDIO 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 = 17,550 GPO •••• DURATION - 24 HOURS .... AVERAGE DAILY DEMAND = 12.19 GPM AT J-2 •.• COMMERCIAL KITCHEN = 5,000 SF •••• FLOW FACTOR = 1 GPD / SF ••s• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS •••• AVERAGE DAILY DEMAND = 6.94 GPM AT J-2 ••• RETAIL SPACE = 5,000 SF •••• FLOW FACTOR = 250 GPD 11,000 SF 0000 TOTAL DEMAND = 1,250 GPD •••• DURATION = 12 HOURS •e• •• PHA LEAN DAILYGE = G ANDCOMMUNITY SPACE3,200 SF •••• FLOW FACTOR = 175 GPD / 1,000 SF •••• TOTAL DEMAND = 560 GPD •••• DURATION = 8 HOURS •••• AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 as FUTURERESIDENTIAL UNITS see UNITS ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 is MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 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. • 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 20 60 50 = 40 • 30 20 0 0 0 1,000 2,000 � � � 6.000 HYORItM FW W TEST Test Date it/19/2019 Test Time 10 W a.m. Static P sure. 62 P51 Residual Pressure 59 P51 1 Observed Flow. 1313 GPM Note Fbw resvesmn were provided - ® by Albemarle County SerNce Authodry. a� I � 4 Observed Flow projected Flow DISCLAIMER: The fbwt t salts are based up f 6 gathered at the time the test was performed the b'I ty f the water system du u h g Usage demand arts operating cpntll[a precludes guarantee that espettaTons regarding ova table pressures and flows will be ewdl g. ProleRed Dow beyond the observed Dow son( estimation . egand \\ � � can Rraram _ n5arvka. WnlnMP Ise 1 - I r No1 In Srvru, ACSA owned / / d. xor 1. Senke Pmm..-firs l %/I Y[9 ,nry ♦ In S.ry w, PmeY Q-enymp n5ery w, RCS= PwnaC �+ burns Residual Hydrant � ACSA Inn I- l'SAwalx Mann i any Trp. w, 2031 203 P.nmu wamr . asww..r m \ ,1 Flow Hydrant LI _ 9 r i _ MosOY Nounbin PIRW V 1120 72 h2UJ�. " n'�� - _ I i If O � �St PP cars P w�uiwa'xwdmr rtm+an�ep weswo AlbemgrleCol�t7 �nrbo. sin asp rwr w". x.m...nm aY 9eHHVMu,O. s Service Auth6rify grlicwsc.dx'ay.rr. sac J0a :OF _ �^^,•,%='^^ --- , Glwnm[a n:eM dG:ve, ex°eman /LGSW raleny„r ®Fes. 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-1I ELEVATION (FT) 488.5 490.2 492.2 489.1 466.8 461.3 453.2 4432 440.5 436.9 432.9 440.4 444.2 45Z0 461.8 455.6 451.3 500.0 489.8 490.9 474.7 460.2 448-5 442.8 433.0 441A 453.0 452.3 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 8L4 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 50.1 523 557 59A 61.0 62.6 64.3 61.0 59.4 53.8 517 54A 56-3 48-0 45-9 40-0 46.9 52-8 57.6 60.0 64.2 60.7 55-6 55-9 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 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 MNIMUM RESIDUAL PRESSURE LIMIT OF 20 PSI. PIPE REPORT LABEL LENGTH (l 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-28 299 8 Aervike h4wi Hydrant Flow Dale /Report 12/20/2019 swAvi 0 Test Report Mewpow" .rr.r.. den IMm'ri1 Location OLD LYNCHBURG RD _ e e h P Date and TIM of Test 12/19/201910:0000 AM a Minutes of Flow 2 3 p b s' ra p m Sx® 3 cro e. Pipe bize (Inches) 12 6 „ e m.. o r�,• A ° m m a Pw„ -.n. e �o •i °a e® so o�rc o rc Pressure Hydrant 120321 �, c � �,. esS ®d Stack Pressure fled) 62 c®n G LAM 4 Inr rc.n m e,i m ®e t.� o e l pas at .. Residual Press.. (Psi) 59 ., m d, ® was ' Q20 Looped Q20 Multiple time Hydrants -I Q20 Single Flow I Sprinkler Test Single Flow a e'®e j Flow Hydrant x1 12030 Pitot Pressure 91(psi) W Yellow 1 V Test Flow 1 1313 ® 9 Flow Hydrant p2 Picot Pr¢szure p2 (psi) Yellow Test Flow2' 0 ux Flow Hydmntx3 Pilot Pressure x3(psl) Yellow Test Flow 0 -® a y� d_ Total ESHmated Flow (amp) 1313 axa ©q as 9e°� ®a... an® AWWA Q20 Cakulation ham) 3•@� �'� v a Ino n,1M v.Ms,n.nnrhnm wedmb, pp u. a,on,p ier ,.1 O,y � ° pEm 6Ja� Comments Hydrants opened all the way. One pump running at Mosby " 'u'P li ©® u c "' �G ee �" s e -. Mountain pump station. Estimated Consumption (gal) 2626 '"., a sI - ct 8 a°� ® a D " ag u & m g -aw 4.r ° u Fo,.se mr wa., a.ea G. Signature of Tester g4 s,✓. ©.qa® gya o .9 ,n 9®6o°dd1© ,�°� tea ts . o p S Fly IF y Ea fir, ry eg ` a BRUCE N. STRICEIAND 1R'Z tic. No. 056612 a 'o� 12�17�2021��v� Z O P K U U) W 0 y P DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N.T.S. l-1 W (../ c m HI in U 3 1 a N � N w a J S > Q LU z ° aii.J Ain mot. e O m f Uas JW IH m J a W a m 0 W c o� sa z $� Q 0 mm wLU LL ~ U.1 E a c C,m m C I f� D. V� � O } Qm U7 z as O _e `� M 6 W I- -5 Q L FL yin _ in � V . m `o_ m- L y ON O w V a� a 1O a JOB NO. x c do 40919 N SHEET NO. `l o C9.1 • E F= C�l Lie. No. 53741 �Z/rl/tp ft M E 0 tT0 U N vi N > E w a E LL o 3 LL 0 IY W L M Q j U GO W J -� d > O N 7 X Cif W N � Q r x v N = U > U1 w C W N N M a � CO J Z ,--I N O # # � W W w LU 0 00 Z U U O U) Z Z 00 n DATE OS/14/2021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. UQ > Q �J\ g g g w Q Q � m J a O J 2 O � 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 2 a, la-n' 27-a' �vVD EwD 22' - (Y' 11'-4' 24._a' 11'-4" ,r r 4" IL J .., -_s.. _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 - FRHOF BEOCGT KN ,_ " w 2 2 1 - THIRD FLOOR - - - - - -' — - y - BLOCK 12 - - 519-103/4" 1 2 hour FIRE WALL: 608 sf LLL- 2 2 �2 - z 114 sf openings FABRIC CANOPY 7 19% of area is opening SECOND FLOOR T n _ BLOCK 12 - - - - - 505' - 0� 1 V DEEP RECESS di FIRST FLOOR _ BLOCK 12 n — - 3:493'-0�7 T-8' 5-4' T-87 6'-8" 5'-4" 5'-8" 5-4" C-8' lff-P 5'-4" 5'-4' 5. 4.. 8._8„ 5,_4:: _81, 5'-4" 3:_0� 5-4'' 3,_a', �_8' 8:_e1� ' 8' 2.-8" 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" �1 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 C 12 4TY - -_ S-% I N-Q' I 4-T I 5' 1 b 27-0" FLOOR FI S FLOOR B OCK 12 ITI 493' - 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 Alliance 85% PERMIT PRICING JOB NUMBER 19048 DATE 10/14/21 DRAWN BY WM, KH, MH, cH APPROVED BY WM, KK 2020 0brwarchitects, I 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 rn 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 ~ X O V U 2 Q Q af 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. N rl 06 � Y O U c� O > Z J QM� ' W W cc J I = O Z O O w O W Z D 0 IOB NO. 47118 SHEET NO. C1.7 L �IIt1E1L1C11161f M....-11' IE;111! EE 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 5-47 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—A] 516 - 10 3/4" v 1 SECOND FLOOR BLOCKS 505' - 0�" 1 { FIRST FLOOR 81{ 493'-0" _I BLOCK_12_, 6'- B" ,-®' b'-0 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 = > C In 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- � �. 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No. 53741 111171m M E 0 tr s N Vi ry C > E w v E Q LL o 3 0 LL w 0 m ti oY W = M Q0.J Vc0 J -m w vi ry C7W v ,w MI. w V) , oa =LL ti = N N =v >m I- a c in Yrn ry M o_ ;j � I_ uli 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 O> J L (D m LL `^^ � U) iwa co aLL CL O = r:: J a z Q O W O O O 2 Z) (O V / IOB NO. 47118 SHEET NO. C2.2 0 C I 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 I N m = O 2 0 3 a 85 0 00 O -0z 20 o z c 2 0- a wc m - a0 Oc tr w O 3 Z m O a 2 ro F , o r 23 0 0 c 2 Y = h X = 0.0 016 _0 Z E `o , m 0 6 M' c Nc 100 a �o m46 c 2 m c ° 0 1 nE 0 _ L F 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 I HP � — � ,no 0 P GP > 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 UFO wDRAI AGE 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 x � 18'•' 12' s \ �< w �E 71.01' Q 0 O O I UFO- .�x vN z R3' RS' \ l x�a'� O z 8 I PROPOSED PROPERTY LINE ~ 8 ry j PER BLOCKS 11-12 SDP w 00 ACREAGE: 2.63 AC a v / RE OVE 8" 450 B ND,00 I / 24' } j IN TALL 8"x4" R UC I / 4" 4" TEE, AND ) 4" I DU 4PSTER c PAD TRANSFORM630° ND � / "" / r THREADED PL G ON 4" aG 2" METER ° NCSA 10' MINIMUM W / 9 R20' 9` ' . D GV WITH 2" CO PER TO T I I I O f ` FRONT SETBACK 2" METER VAULT _ o ! SOUTHWOOD APARTMENTS / BUILDING 1 I �J. o (4% LIHTC) 11.25°+22. 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EN . / MARKING / / ° / cz / R18' a • d, DOMESTIC LINE'B' 6W N / 6" PVC PRIVATE / 62' RNV °. SANITARY LINE 9 ' ^ ��22.50+450 S S N 450 BEND r' ° / ° a / BEND SAN ' SAN 24' S' „ / 6°2'V a / � � �c ° °° • 11t25+4 ° BENII / f i „ 8„ 81' R20 S' ' . / /~ 12 1- ° z 8„W \\ ,, . 8"W �/ ( FIRE LINE' � �° i / FIRE LA / FDC MARKING M / • ° ° O Q n' • e/° a 213 MJM J W_ rn W LL z / c g.' Q RETAINING WA L MAX. HEIGHT .95' ° 6= ° m J SEWER EAS ENT F BENEF / 5' SOUTH BOO D NG 3TMENTS — — — — OF THIS PROP 6' / oI p — — — — — — — — WLTH SQUTHW06B 9 17 AS a'. PARK,SPACE (9 o LIHTC) 06 ---- 6,5 OSF ^ SAN S v ° 20' SANITARY p S / II ACSA EASEME T. JA Q U O s.>. ^ 0110 / / ag 'PVC PRIVATE Q , /V / SANITARY LINE z O J •e 2 3 / 8n >• SAN— _ _ s i . . e .. > G� STOP AND ° .., ... .. ° ° - �,. '..°' °° ➢ d , NAME �.e' > e "'er ... y. <)•'e '' '>>' ..° ., ,•' S' MINIMUM SIDE I / 5' S ( BUILDING SETBACK i / SIGN TY . G-11 61' / J 44r RJW ' : O / 22' , ^ •N 5 ° " .•: °: .. .. Y. ." :° ".a.; .' ". // $w 6W $W 8„W lJ1 d _ / V W _ O 25' ROW FOPUBLI 0 49 ACREAGE AC - 0. — — — — — — — — — \ \ � Am ' "NO PARKING" SIGNS (TYP.) O83 47118 \ \ I I icz I I SCALE 1"=20' r— \ \ I � I SHEET N0. ? I L_----------- 0 20, _—to'_ 4 C4.0 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. ------------------------------------- -� - - - - - - — - - - - - - - - — - - - - - — - - - - - GP / �G GP I I APPROXIMATE LOCATION ------UGp / REROUTED UNDERGROUND Gl' UTILITIES (BY OTHERS). SHOWN P ohT UGT_ FOR INFORMATION ONLY. GP RAINAGE PITCH _ OHP_ - I I I OF Gp GP - O p� _7� U / Tf OF GP I ' oHP� UFO I 71.01' C I 1 DRAINAGE DITCH A OF \ l OF I PROPOSED PROPERTY LINE ° PER BLOCKS 11-12 SDP VF op OVE 8" 45° B D, . ` ACREAGE: 2.63 AC IN TALL 8'l R UC 18 GP TEE, AND) 4" D STER I �y I OF GP TRANSFORMB900 ND •' :I PAD ' \ 2" METER LEGEND: CONCRETE SIDEWALK !,yHEAVY 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 a_ FF HP zFYv ww HP 3p N 2: 2: J W 00 x N Z v O M goo D_ v W J I � � THREADED PL G ON 4 1a OF \ I NCSA 10' MINIMUM ° fig', ' �� M GV WITH 2" CO PER TO / ' 2" METER VAULT O FRONT SETBACK d NP / �, I O = SOUTHWOOD APARTMENTS f/ �_ /o ° `. OF O O BUILDING 1 / �' . o / (4% LIHTC) I ° NCSA 28' MAXIMUM 11.25°+22. B ND �� c FRONT SETBACK a ■ I F a FIRE LIN aRD FNn 0.Ci.� ..; PARKING ZOVERHANG FOR 10 ' 1 �� 29 S° /I W F N N 240.4' FRONT SETBACK 18' ' FDC � .•e. , . FHA • . � : • ' ' T^lP:' • : � r p NCSA 28' MAXIMUM Fh!MARKING C.RE;LAN 6"1 'TE G� 9` : R15' FRONT SETBACK / / 2. PPE - - - / ' • ' ,1 TYP. - 11.25°+ R12' 3,E 8"X4" EE; 4" GV P FIRFIRE LINE W 90° IND 67.1' / 45' BEND 2" MET R LINE K 670 WM V C - 'l, '• 8'X " E' 6" G J 90° BEND 26' 8" C� 8„ GV E 8'W 8„W C ° ` 20WATER MAIN C FIRE LINE'F' 6" REDUCER 8"X6" TEE - - ACSA EASEMENT R15' / • .,. FIRE LINEW - - 5° END. $r 6„W 11: 45 BEND DOMESTIC LINE'B' 0 8 .' e / 2' R/W 6 / 22.50 +450 n / BEND 11^25+4 BEND m RZ' DOMESTIC LINE'C' FIRE LINE'E' D D WA L T .95' ' • D SOUTHWOOD APARTMENTS 66.97' D O. // BUILDING 3 ° ° :a' PARKp`PACE (9% LIHTC) • 6666 6,5 0 SF 18' MAXIMUM FRONT BUILDING SETBACK 20' SANITARY ACSAEASEME T '. a I . / rO / _ > a' ' a '• p ag PVC PRIVATE 5' MINIMUM FRONT BUILDING SETBACK SANITARY LINE SAN S� ° • - I O STOP AND - -- i SIGN (TY S. V - O G-11 �A, pjvv: ' 22 a 22' 81W 8„W 8"W 8"W " b / 125 41 ROW FOR PUBLIC ROAD � -i ACREAGE: 0.43 AC O 1 ------------ "NO PARKING" SiGNS(TYP.) _J l iczmm �III \ c: r,I L_------- 8" GV 8"1 TEE GO u o 0 NP/ ¢ ry /0 I zO DATE 0 o 05/14/2021 TDRAWN BY K. ROESER I • RETAINING WALL DESIGNED BY • K. ROESER MAX. HEIGHT t4.5' • CHECKED BY B. CICHOCKI • • SCALE • 1"=20' -DRAIN E DITCH B �\ T-1 < 06 / I \ T-1 \ �z z U Q 0 Q \� ' J LLJ c) \ J W \� m J J LL G/' Q O 06 \ ^ }} \ \ \\v O Q Q U 0 O Q O0 J 2 �;i`IDF RMDW77-MA WITH "NO PARKING" SIGN TYPE III BARRICADES - END OF ROADWAY MARKER WITH "NO PARKING" SIGN — Oa3 JOB NO. NP 47118 SCALE II'l RE SHEET NO. 0 20' ao' C4.1 L 0 I °° ° I I �Pp83 /0 ° ° ° 1 �I �I — — / = \ an D. Ci3741 Z -- — — — — _— Lic. No. 53741 1"=100' / 00 \-------------------------------- SCALE- z�1 ----_-----------_ _ RG R -- _ - SIONAL � —O 0 100' 200' -----------0.-02'OLDLVNCHBU3--�_ �_ -----------STATERODuo_____________ r-- ' I 0 \ \ \ — — ---- VA M / -- —�— — GP c 0 C, 0° 0 \ \ / ° 0 o VDOTJSIGHT 0 \ o / I o \ \ MANAGED _ DISTANCE 0 / / ° \ \\ STEEP SLOPES EASEMENT -s .''— I \II / \r v \ /� \ nI� I/,\\1' \I4\ \ I yy;�\nCI\•'� \ U\ p /g � . /\ JY l I ••Ws?•• •WwF• o •LV " •M ° 000(TYPICAL) (39) w v� O o om ° >$ N Or 0 °ADU a 0 ADU 00 o 0 , V °o U) ,LU oo0J o 31) ° A BLOCK 00 NNNU° 0 o ��0 \ �U/�P�, �a ° o o ' M Oyo O STREAM BUFFER/ 1°0 b / I � O FLOOD PLAIN m CONSERVATION AREA /° — � °° ° o\° / , 0 -BLK ° TN000 n z OHP— M CW D#oFwAf aLL TE 0511412 02 �O 1 —O DRAWN BY ` w, n°°o/\L K.ROESER00 o 0 000 o o o o o o o o°° 0°!DESIGNED BY 0 v� o 0 ° D / K. ROESERJo O O 0 ° , CHECKED BY °o o° —TKAR70IR1V� W- 0 _ j 0A U O �QB. CICHOCK I DU SCALE / �1'=100' 18(a)oz0 N 00=� U I II , 0 />< ADU JD A U0I�1I 1I / ' (4 n �1\J`00A U III A U �Xe - °-o °° I / UGT °06 OBLOCK 0 PRIVATE20'SANITAR/ 1/ o SEWER EASEMENT BLOCK J D.B. 2984 p. 688 SLOPE Slttr / _ �` � Go TYPICAL) \J x` — ° \�' ° � I �J\ _ LLI o � o 20'SNI\ l 06 LL EX.SAI, ASEMENT \ O0 0 I1Vp (WA TER Tei.o08. 2984 P688 ZrV 0 TOP =398.1 z 0 LlQ99P.8° o 0 EXSANMH26 UG�0 y 00 7v° %0=391.7 00oo ��(WATERTIGHT VENTED / OU n o° TOP =396./ °° °o @OL=3D 0 0 ° 0 o fill !/ o V- i I \I\ \ / 1 (07 \ 0 0 0 \= U ` 0 \ ° o 0/1-1 /\ //0 ` tXSANMH25C. (WATERTIGHT) I Io TOP = 39620 I o 11.=389.0 0 ° L0.=49.8 Y0/V 1 \ \ ]OB N0. / \ d J ll l V Jig' c\�� \ vow \ �� — / \ \ \\ _ \\ \ I - \ i 0 i UGT4711 0 0 / I I / II / <� `\\ \ 0 —UGT — — _UGT f / _� .i / / I \\❑ -\ SHHEEET NO. / ° 0 0 0 0 `AI / �I `�\> J /UGT �� / - ' C4.3 L --------- _ I I — °° ° ° ° ° °° ' ° ° \ I I \ I I I I °°° I I I I I I I i �r ° ° 1 I I I �v ° ) °° I I I I I o \ I APPROXIMATE I° LOCA T/ON OF o / \ I I EX/STING FHq \ \ \ ° °x 0.32 AC FUTURE ROW DENSITY — — — RESERVATION FROM PARCEL I - ----- ----- _ —_ -- —------�a::=— 1.40ACFROMPARCELIA_____ -------------- —� I ---------- ---- OLDLYNCHBURGROAD ________--- 4,6$ ACRES TOTAL - ----------------------------------------------------------- - - - �� - >I If STATE ROUTE 631 0 1>0.02'!LW , �- / o \ \ — — �- — -- _ — — — - - - - - - - ----- - oLDLrNCHeuRCROAD DENSITY AREA FOR — — _ _ ° \ \ P II (VARYING R/W WIDTH) y ---___ \ _ — — �— — — — — — — — _ II I----7ATERIOU7E631----f ---- — -- /°° \ i / J — — — — — — — — -------- Y (VARYING R/W WIDTH) --�------- --- -- B 0 � -- LOCKS 11 AND 12 P GP— EP_ \ i ---- E ULT GP T- o tan D. Cichocid Ile. No. 53741 111171m M E 0 N � N C > E v E w i- 3 w w Q LL 3 p LL wo o g� 0 W L M Q� -i V 00 Z .-I N W�—Nm 0 N N a_ F F in Z_ f i V 01 zz W W �i !) Q N d LL WLa E a 0 0 = v ry Z 0. Fv> z z o » Lu 00 M v 00 � H x C7 0 J � HOR/ZONROAD P D TV OT OAK \� 26^ — 28 AC FUTURE ROW DENSITY _ BEECH ' ' I �O RESERVATION FROM PARCEL 1 E — nil ro\BLOCK LINES TYP.�� ,a� �,IrL — O t / /l OW PROPOSED WITH * I 11_A F SD AI EL 51A z a ` \ \ `\ - �- �`� - \ I SDP202000048 — '.19 AC RE A 1 — .34 AC FUTURE ROW DENSITY — B O 41D TED INTO Q C \ \ ` \ \7 PARCEL 09000-00-00-001D0 \ I L — R BLOC 2 RESERVATION FROM PARCEL 1E O 1 1 � J \ 1 r1z k� uGr — �I _ uGP_` .04 AC FUTURE ROW DENSITY — I 1 / P i / RESERVATION FROM PARCEL 1D a �_ L ITTERNUT LANE — — — �T - l o'\\A \\ .; .o NZ� / �t Lice < J J \ / — — —�TO. I o /�\❑z� W.OAK�i /- _z\=4695- _�_� — I - ' " J LI..I _ l / i !\ \ \ O SYCAMORE /� / \ \ I n LO.=46.3 — _ 0 C � � x X -• SA-_ �-SAN= � � �/ l / ' I Lu 06 �I� / / �I ► 1 --❑ 18 �l x �Mn -mn o I j ICI �, — — = Q LL z — „ �D N �— �u P— �s _ 0 ` G J MAPLE /QG1 \CCT l l \ \ \ 1�` oy I I Z / / I\Vol U) 1_y_y,� GT— J� . I I / / / / �5� \\ �\\ POPLAR ® l C GP I I \;` V UGT —� \ / j - — UGT -UGP— — A a ^� I I G�'ny / / a —ucT�— �oG I �/ / o\ \ ;I ��I 1.41 Tj r, '� I I ` \ Q/ i II I �' \c / /` v/ / ❑LJ / 1 - 0 CC LEGEND: W I IIIi Il --—UGP— — _UG \ \ ® 1AW W / ARTONOR/VE AREA FROM PARCEL C j \ %\ AREA FROM PARCEL 51A — — ti — / / \ \ V n� \ — \ \ \��/ \\% \ _ FUTURE ROW DENSITY I / \ - Ir I I I 1 1 \ / 1`� o \\ '� \ \ ® RESERVATION FROM I I 0 �� \ \ I PARCELS AS LABELED I� z I — — — — = 1- I I I `►! 1� 1 1 I I O / UGt/ S N;2 u�rny /� O \ ✓ - / \\\r IJ _ UGT-- \•' / 9� UGP \ �� / /ri r Ilk ri III /- �/ / / /� / Np.Oa� ]OBNO. ♦ J �' �� Lx %' % /� \ � I l I 47118 � SCALE VI 25 SHEET NO. oA I 0 60' 120- C4.4 L 11 • `�� '•aw '�� _ •' �� /,,� �® 1�. 7ECui�Ml�® 1 � -d� �� .—�_ Y �•I/I/ �� _ -"•tea �� • _ �„�®"'�+ •IC��If�dl,.. _ ��-•m•�pis eeE� 'd6�®d!/lW �.r.r^."" ,� -Ma'� �pm�^ • r. � Y �� 17c•. _a��'�� -.•W -�I��f��'Be_- ,,.•ram•- '� ��_ v rr�v -Q 1 1 1 1 1 �.ai�'; � • • i,�'q ;■■m -°� �.I�,�ao� a,, --�� °�.�""- o� ....,m. � ��IIIR/..w'�L� y,,,,nmlii��nm='mn �►i ice- •11 esg/Of®d6.="'^��.��/ =■I , \\. a ► �_ C� 1311111 •T Al-OBOMIGHT�.�� '�QI�d�E�`t.. ��! �:� ♦fie �'��--�.r!_■�.rl-�-�-1 ��; r�r�9 ,_ 1�I�' 1 a► �I 1/IIpR -�� _ Lu •--� •STEEP SLOPES _ S= ■ _ - �� i••.l ,.••� r� • �';�' ;� i��giA ��, �ICI;�aa�i_�PJ�js�l�� 1�■I�i�■�■��`��i�J��l��r�■�� ' �� • ;/ �rl/w '�� • ,. ,• �AZT', ` '/ �.•��1��I�1� — �`��•� ��■11II 1� •�r Wlli'',, �bf elVd o I� ■� ' ��✓? . Mi- i .. •INS • CONSERVATION 1A PLAIN • • • d��/�er��i► .�� / r- • -� - �• 11 1I .�.., ® L. • �A �� .• 1 1 1 1 1. III r LOCK' �•I�®"�®�i�`. sW�o mg tan D. Cichocid Lic. No. 53741 /11rl1m I 1\\ 0o ° 0 / ° / / \� pC� // ONLY n _ orb O _ .. L ■—,..,�� ° 0 0 0 o ° ° ° / / / Rf� V ,`\ \ {°,T�, �'4. IL - 1 1 �` �i4 z 0 II T lJ n ° / ° 0 0 0 0 0 0"0 0 0 0 ° ° ° o ONN TI /J/ ^ /�\\� Y�C \ \c /c \ /4 j n u DATE i o - O _ i 0 « a'' ' GAKl7EN L � � -t \ \ J \ U // � sy � 05/14/2021 .............. \ \ N i� ° —1 / /"?:i•.`iii,r.;i;,, r` 2693 SF\�� /� / I \ - -°,y 5P \ \ •QV dot? p o C / I I ( ) ail \ __ - _ -- \ \ I I } DRAWN BY _� ' IN } ° ..p ° 0 J l K. ROESER q� ��8 . . I / \ DESIGNED BY ° I I BLOCK 1 �p°OV� " / PER SDP202000048 � � � ' G'-�\� I � \ • YT �FEP APPROVED ON v I I \\ J ' / \ —7 I I o / U LOCK 3 11123/2020. V / c — • K. ROESER j � p� � Q 1 0 `�� ° �`. -iY� TYPE 2LTRAIL PEFERENCEOOR �c' u —. U • 0( j! � • CHECKED BY Y o RE ONLY - - / / \ / 0 I I I / 2 , �I I / \/ 1 I n • B. CICHOCKI ° (746 LF (555 SF) /I �r0, (CLASS B TYPE 1�° I ° PRIMITIVE L. J ly II /i c \\\ n I�4ad- I■IU /1� o4••SCALE 405 F) 1._I00' 0 0 /0PLAY FIEL` SF l (441 0 - \ I I i \ - • o (III \ T TL T I .. i / I /. \ \ l / �� / IS(1866 SF) /A i y w \ . J o I FY\\J o , PAF �JF / /UGCI \O �\ PRI�BLOCK. ri \/ BLOC 4 \ / _ �� o SEWS PRESERVED 1 ♦ �'\" \ rz\ v X� l \ , V ° I \ \� D.B. 2 6 STEEP \ / SLOPES RK ♦ G • G �(� V ° TYPICAL)185 \ / °, K INS o 06 ti /� \ \ 0 o STA E) 5 p \ \ ° ( BLOCK ,, �� \ �' \ o 0 0 �� UNITY a� l o� \ _ \ me{? \ U / r-1 V \ 0 ell- _0 0 \ ` > \ . \ \� �o 1 /g Q \ o\\ o3a \ \ - J o G/ip0 EXSAN.Mf�'17 ��.0 ER EASEMENT / �� — —UGP �. ° � `� �� IXw°/ G J OF (WATERTIGHT i UGT / / ' + \ ° a 0 �. � FE i \�a \\ \ B. 2984 p. 688 / e - © O a v� p� \ V V rz« .rao ® w 0 �:� TOP = 398.1 f �f u wn 0.• 6J0 o i LlQ99P.8° o \ \�� EXSANMH26 I / / 1/ �'UG 3 �.' \ 4�<: y � U ° ° 'Q �/°•°,ys' w o o ° o (WATERTIGHT/VENTED �1 o �0.= 391.7 0 0 �� . �o - /� Q 0 0 �, p` 0 TppOPp,= 39,p6.10 1} - f /n `yn' i /\/��/j I i j ©� -��Q tJ`/ Q I I \ °0 ° ° ° O \ \ \ 11.=3`JU.° O / I . Of� OJ , k1` ✓ ? _\\ ' 0 0 0 ° 0 \ \, 1.0.= 390.6/d I i O O \ ° ° 0 ° 0 ° °O°\\ \ \\ �� O / 1 _ _\� // G IA' Z �l � / G qq� �• }I 0o 0 0\g� `\ / I �� \ UG1_UGT/ / ❑ \ O \ / °v �o o oEt3 � / 1, �\ °A tX6ANMH25 0 \ �W ATERTIGHT ° I 1 / �/ \ y � - - oTOP = 39 — ' 0 L1.. 389.0 I I �, ` '' \ "; yW \ I` 0 ` > \ \� UG? \ / i ° O I ;LI I I / / <\ \ I IG✓ —UGT — ---. —UGT NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. OPEN SPACE GREEN SPACE F-1 RECREATIONAL/AMENITY SPACE IOB NO. 47118 SHEET NO. C4.5 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� � INGRESS AND�MERGENCY EASEMENT PLATS GP 1 — — — — — — — — — — — ACCESS EASEMENT & GP- --------- �, GP — — — — — — — STORMWAT R AGES GT _ _ _U GP GP GP GP GP GP E OHT O T� — —UGT — UGT — — GP N —OHT — — —�� — OHP— — G� _ _ _ — — — — — GP > E —OHP—= !iGP —OHP — — � ----- --- P� ,c \ E — GP — — — ----------�z �� = v .--OHP-- — —-- w 3 —— OyP� � I c �------------- ------ — - -- �H—� _�y UFO GP QLL 2 ---------- — ------ OyP� �Oy_T �_�_ _ c a�0 I �\ w 0 L M ----------- r--------- . UFO a_i5o? z ry . — ---— — — — — — — 1 OHP � �� w J —I^ O # # =� _ =_ / a o ry (A (A .OHP� UFO > — — — — — — — — — — — ry a F F o 00 / _UFO O 2M w� 00 (uty_ I I PUBLIC DRAINA E / OyP� LASEMENT RECORDED WI _ I 9-11 EASEMENT PLA / r _ R15' R2.5' — r W R18' / o W I = R18' � • r', SOUTHWOOD APARTMENTS � o BUILDING 1 (4% LIHTC)rN F > ry II O N I I Z W F N\ I / \ I ° U N\ \ I I I I Z °0 ti / p o > DATE 0511412021 O DRAWN BY K. ROESER SOUTHWOOD APARTMENTS DESIGNED BY VARIABLE WIDTH BUILDING 2 • (o. � I / o STORMWATER FA a (9 k LIHTC) � I • ESER ACCESS AND MINTENANCE / K. CHECKED KED BY I >, EASEMENT '' �' • EX. 2' (WIDE) COMMUNI ATIONS e / I • B. CICHOCKI I EASEMENT FOR SOOT ERNNET J • • I OF VIRGINIA, INC. CLIFTON T o. SCALE I FORGE W NESBORO • 1"=20' I TELEPHON COMPANY I DB 3Q PG. 176 II I I l g. ° I 20' WATER MAIN y '/ e " / ACSA EASEMENT I I z ACSA EAS MENT R C RD WITH R3' 9-11 EA E EN 016 ' A N R18' R18S �J / / / � b � EASEMENTO ION POWER s / W J SEWEREA ENT F BENEF O' J ° ; e.'' SOUTHWOOD APARTMENTS a LCu OF THIS PROP / ; .. / / BUILDING 3 Q WO G ---- — — — — / / / / / WLTH-SOUTH"06B 9 17 AS °: '' (9°k LIHTC) w 20' SANITARY ,w Q SAN I °:..' / / / / ACSA EASEME T . °. O 0 w gA / / / ' PVC PRIVATE ° O e SANITARY LINE 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 HORIZON ROAI inRL7ON KvAD .s' Oa .v. .a W a ION POWER d SqN °; I ° PUBLIC DRAINA 44 R/W O EASEMENTrp V/ 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 ❑ /D EASEMENT I ACSA SEWER EASEMENT ❑ / PUBLIC ACCESS EASEMENT GP GP 1. GP GP GP� —UGT — — ACSA WATERMAIN EASEMENT ® VDOT ACCESS EASEMENT _ G) � I _ — r UFO y Fro � � c SOUTHWOOD APARTMENTS BUILDING 1 / (4% LIHTC) R o.' � 4 O 0 9 C. o EX 2' (WIDE) COMMON/ TIONS EASEMENT FOR SOOT NNET OF VIRGINIA, INC. CLIFTON ' FORGE W NESBORO TELEPHON COMPANY DB 30. PG. 176 S \ \ \ �I \ \ C GP — UFO Gp f UFG uFo k'p � \ • FS •3�l�i� ° i SOUTHWOOD APARTMENTS BUILDING 2 (9% LIHTC) 20' WATER MAIN ACSA EASEMENT ' PUBLIC DRAINA 44' RIW EASEMENT $ nI 8"W „W I-----------� L_— — — — — — — — — - 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. f�`UGP �p GP I HP ' I UFO p p GI — I UFO p I — OHP— GP OHP— i UFO — — - - OHP — — OHP— OHP— NP — OHr" UFp ? / P / 0,y 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 w2 O # # Z Z zF Yrq- o 'er S n (n w � E i � E � 00 x vry Z U < iri N Z Z o+ w » 00 D M 7 OJ w � H- ui M 0 M 0 x A ~ N N N .w. F N 0 N < Z .N-I 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 VDOT ACCESS EASEMENT \ (FOR TURNAROUND) \\ ` Q 0 LL] 0 0 0 _ 0 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 UGP' \ a I 1 I 1 I , I III II 1 P� — �� \ \ \ TH O r �_--4 p II ^921 ' I 11all D. Cichocld z , Q 'I ' , 11 1 I ' I 'I ' \ III y UGP"� III III \ \ ., \P\"� U _ Uc. No. 53741 \ 141 1 / - - - - I'I\\ 7�>!? — — — — — � � \ ` - - - l OO1� - - - - 7i9 NAL ---� 490 491 0 1¢ 1 I / UyP•/ // // > E �Uw3 Z / / I I / � /I / I I I I I I I II I II /-/%P w / /� .,, q.' O/ / 1 / �///J/I I I l l I 11 11 I 1 i l 11\I // / --' ��- I �� 1 W JV'moo Z .�N / — / / / / / / / I ' ' I ' I I \V\ �XT I - i G Y / a > ry N d (A (A F F \ W 10+50 +50 _ 12+00 11+00 ----+- - ----- - -- 50 +--- HICKORY STREET ' 62' PUBLIC - \ p R/W - CO / / --_ �--_ .... U 488 .- - - - - -- --- -� - - 487 _ Z I / 0 148p I I fins - + --- 3+50 / -- -- / 1fi+00FJ-_ / I I q I — �/ o �I� 15+50 115+6 / c� w v r�i '" z z _ _—_ _ _ I (:�L�W 0 x N E E z I �I 9& vLL p 00 W� I En='cry z UU �� r \ \ ,N�� CIA \ \ /SAN �. xVaom n �� m w 693 OO � b�49�SAN �\ /yi „ wM UU 00 SA"-*"" O UGj\UGT— I l \ \ ` \TT \ 1 1 1 �N N U 0 N ry z \ O ao 0 DATE 0511412021 O DRAWN BY K. ROESER DESIGNED BY \ \ �� I I I / _ - - _ - - - ' / - / , / I I I I I I '1 III II I I `\ I / — �AO6- •• K. ROESER / / �/ / / / I I 1 ' I I I \\ I / ?' • CHECKED BY `L% - - - _ _ - ' ' / I , II I '1 '1� l I I • • B. CICHOCKI • SCALE 1 "=20' SCALE 100, _--// '1 I, III I \ UGTi' 0 20' 40' • 00, • N ' 1 505 Z w 1 W �//�� U) i U OY 0>U J w = J l Q W w J m J LL QLLao O 2�a a Z W Q ° U Z O U) L2 I 0 U) 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 HICKORY STREET - SIGHT DISTANCE PROFILE IOB NO. HORIZ SCALE: 1 "=50' 47118 VERT SCALE: 1 "=5 SHEET NO. C8.0 500 500 SDR - 280' 1EIGHT OF EY = 3.5' EIGHT OF OBJECT = 3 5' 495 495 i 490 490 Of— PROPOSED GRADE \ SDL 280' EXISTING GRADE 485 \ 485 \ 480 480 F OBJECT = 3.5' 475 \ 475 1 \ \ 470 470 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 a 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. 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Q' H: 1 I zl SOUTHWOOD APARTMENTS I + + + + + � + + + f,0.0 0.0 + + + +0 + + + + + + + BUILDING 1 0.0 0. 0. .�I 0.2 0.3 .5 2. 3� 3.0 2.7 2.3 2.1 9. .90 .0 0.0 0 0.0 + +0.0 0 0.0 0.0 0.� + 0.0 2 + a 1.6 1.3 1 I I (4/o LIHTC) 6 I + I+ + + + + + + + + + + + + + + + + ///yyy��+ + + + + + + a i 0.0 I0.0 0.0 0. 0.1 0.1 10.2 0.3 .6 1. .9 � 3.8 3.1 2.4 2.0 2 .3 0.0 0 .0 0.0 0.0 O 0 W0.0 0.0 0.0 .0 2 5 2.2 8 1.2 6 THE 20' Q ❑ + + + + + + + + + + + + + + + + a + + + + + + + + + + 0 0 0.0 0 0 0. 0.1 0.1 0.2 0 .3 0 2 .9 9 .9 3.6 3.0 2. 3 1.8 .0 2 8 3.0 0 . 0 0 .0 0.0� 0 `0 0.0 0.0 0.0 0 .0 0 SOUTHWOOD APARTMENTS 2 .4 2.3 1 . 6 TH - 20' OI I �/ BUILDING 2 (9% LIHTC) 6 Q i + + i + I + + 112.0 ++++ + + +++++++++0.0 040 0.0 0 0.1 .1 0.1 0.2 0.3 .7 3.8/ 5 2.8 2.1 1 1 .2 .9 +5 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 1. 2.0 2.5 2.9 3.4 /�.2 W I W i + + + + + + + + + + + + + + + + + + + + + + + + + , I 3 II �I .0 0.0 0 0.1 .1 0.1 I0.2 0.3 0. .3 2.7 3.2 .1 2.5 2.0, 5 9. M 11 0.0 /0.0 0.0 0.0 0.0 0.0 0.0 0.0 0% 0 0 / .1 2.3 2.6 2.9 .0 5//.��4 1 + +I + i i + + + + + + + + + + / + a + + + + + + + + I 0.0 OIO 0.0 0 0 0.1 .1 0.2 �0.2 0.4 0. .0 �. 2.5 .5 2.2 1.8 .8 3 2 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 �0.0 0.0 / .5 2.3 2.3 2.5 4.9 I / I i + + + + + + + + + + + + + + + + + + + + + + + }.ry + 0. 0.0 0. .1 0 1 .2 .3 0. 0. .1 2.2 1.9 .7 0.0 .0 .0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0. .3 .2 2 5 1.9 1.8 2.0 �1t.7 3.5 I I II I I 0.0 10.01 0.0 0.0 0.1 0.1 1 .2 0.8 2 7 2.0��h 2.0 1. 1.8 2 .7 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0. .0 .1 1.6 1.6 1.9 2.5 2.9 I I .0 0.0 .1 .1 . 0.3 +0 5 +0. 1 +1.8 + 000+1.8 +1. 2.5 +2.9 / +0. +0. +0.0 0.0 +0.0 +0.0 +0.0 +0.00 .9 + + 1 5 +1.5 +1.9 +2 .3 +2 .9 1 ° +b.0 0.0 0.1 .1 + + +I + /+ e°,� 0.3 0+ + + + + + + + a a + + + + + + +l'6 0. .9 1. 2. 3.0 9. .0 .0 0.0 0.0 0.0 0.0 0.0 .0/ 0. 3. 2.9 1. 1.5 $ 2.1 2.3 cb 62' RM/ / a + + + i i + + 1, + + + + + + + + + + + + + + + + + + + + + + + + + + I .`b 0.0 0.0 0.0 0.1 0.1 0.Q7 -0. 0.'/ 1.1 1.5 2.0 2.1 2.1 2.1 2.1 5 3. .0 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .p .0 0. 2 2 2 1.9 MH: 1 + + + + i + + + + + o + + + + + +0. + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.1 0 0.2 �ry00 4 0. 1.3 1�`Vi .3 2.4 2.2 2.4 3 9 0.0/ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 .0 0 / _ _ .9 .5 1 7 2.9 3.6 5.3 5.1 3. + + + + + + + I + + i + + + + + + + + + + + + + + I + ` + �+ + 0.0 .0 0.0 0. 0.1 0 4 0 1.6 2.6 2.7 2.5 2.4 2. .4 / 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 / 0.0 0.0 0�1-_0 8 1.5 MH: + + + + + i + + + + + + + + + + + + + + + + + + + + I 1 0.0 .0 0.0 0. 0.1 0.2 0 4 0.8 1.4 .1 3.2 3. 3.6 3.0 3. .9 / 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.d 0. 0.0 0. 0-.-0TO a a a + - _0.0 _ O.0 .0 0.0 0.1 0.2 012 +p + + + + �+ + + + � 0.0 0. 0.0 0.0 0.1 0 1 0. 0.3 6 2 3.0 +5. 5.+ + + + + + + + + + + + + + +2 4.2 3 2. .4 0. .0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0 0 SCALE 1"=20' + + + + + i � .0 .0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.I1 - - - - MH: 25 1 SOUTHWOOD APARTMENTS 0 20' 40' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ 0.0 0. 0.0 0.0 0.0 0.0 0. 0.1 ' 0.2 0.4 1.5 3.5 9.3 3.3 1. 1 .5� 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 0.0 0.1 7 TH - 22' _ _ _ BUILDING 3 -- ___ - - - - I I (9%LIHTC) + + + + + + + + + + + + + + + + + + + + 0.0 0. 0.0 0.0 0.0 0. 0. 0.1 10.1 0. 0.6 .3 1.5 1.1 0.5 0.4 0.5 0.30� 0.0 .0 0.0 0.0 .0 0.0 0.0 t0.0 / 0.0 0.0 0. 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �.0 NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR + + ,f + + + + v+ I + + + + + + + + + MORE MAXIMUM LUMENS MUST BE FULL CUT OFF. 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.1 0.1 0. .5 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0 0.0 0.0 0.0 Oy .0 0.0 0.0 .0 .0 .0 0.0 0.0 0.0 0.0 0.0 0.0 q. 0 oL+OO+++++++ +++++++++++++++++++++1100 0.2 0.3 0.3 0. 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00.0 0.0 0. 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 Luminairs Schedule Symbol qty Label LLF I=. Lumens [NMUFAC] Description )I-�-I1 II 3 V3 0.950 21003 O.S. ARCHITECTURAL LIGHTING VLL-PLED-III-W-B0LED-700mA-WW �] 4 V4 0.950 20452 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-B0LED-700mA-WW �I IJ� I ] 2 V4-HS 0.950 16903 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-SOLED-700mA-NW-HS 0 7 WM3 1.000 5075 U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-III-W-20LED-700m -NW ❑i 2 WM4 1.000 4942 U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-IV-FT-20LED-700m -NW Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Parking Lot 1 Illuminance PC 2.27 5.4 1.0 2.27 5.40 Parking Lot 2 Illuminance PC 2.29 5.2 1.0 2.29 5.20 3 O I+ I0.0 0 + 0.1 + I 0.1 .+ OT + '0-3- + + .0 c_ 0.0 1��/ + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 ��.0 + 0.0 + 0.0 + 0.0/ + 0.0 - 0.0 « « « + _Q,0 + - 0.0 + _0.0 + 01.0 + 0.0 + + 0.0 0.0 + 0.0 + + + 0.0 0.0 0.0 + 0.0 + L.0 Z0�0_ IL1V1 'ROJ1^�D Gj + 0.1-�g-.d�B-i ---r--r--T-_ O.1 0.1 O.7 P��p� �� + O.0 �--446-•�i Y.A_-_0_,,Q- + O O + 0.0 + 0.0- ' + 7 O 0- +� 0.0 + 0--0 + O.O + 0. + 0. + 0 O + O.O + + O.O O.O + + O.O O.O + O.O + O.O + O.O + 0.0 0.0 0 0 0. .0 0.0 0.0 + + 0.O 0.0 O.O + O.O + 0.0 - _ - f + + 0.0 0.0 0.1 + 0.1 + 0.0 + 0.0 + 4 + + 4 0.0 0.0 0.0 0.0 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 + 0 0.0 4 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 ♦ 0.0 + 0.0 + + 0.0 0.0 + 0.0 + + 1 4 0.0 0.0 .0 + 0.0 + 0.0 - t - � + - 44' RNV RQAD+ + 610 �8-0' 0.0 0.0 0.0 0.0 .0 0.0 + + + + 0.0 0.0 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 +0 .0 + 0.0 + 0.0 + + 0.0 0.0 + + 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 .0 + 0.0 + + 0.0 0.0 + 0.0 F�RIZOI�I 0 0 0.0 PUBLIC RM Prepared by: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0. .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LIGHTING VIRGINIA CENTRAL - 400G-2 Southlake Blvd. Richmond, VA 23236 Tel: 804-379-7777 # 0.0 # 0.0 # 0.0 # 0.0 # 0.0 # 0.0 # 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 "'# 0. + 0.0 + 0.0 + 0.0 + 0.0 # 0.0 + 0.0 # 0.0 + 0.0 # 0.0 # 0.0 + 0.0 # 0.0 # 0.0 # 0.0 + 0.0 # 0.0 + 0.0 # 0.0 # 0.0 # 0.0 # 0.0 # 0.0 # 0.0 # 0.0 www.lightingvirginia.com V MH = mounting height in FEET NOTES: +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 W +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PANNELL, LIP. m 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN +0.0 O. O *0 O. O # O. O # O. O # O. O # O. O # O. O '0.0 O. O '0.0 O. O # O.O # O.O # O.O # O.O # O.O # O.O # O +0.0 Z O .O 4 O.O 4 O.O 4 O.O 4 O.O 4 O.O 4 O.O 4 O.O 4 O.O *0 O.O *0 O.O *0 O.O *0 O.O *0 O.O *0 O.O *0 O.O *0 O.O *0 O.O *0 O.O *0 O.O *0 O.O *0 O.O *0 O.O *0 O.O + O.O THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY r OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURIsu1cx10NAL CODES. # # *0 *0 *0 *0 *0 i i i i i i i i i Z # 4 4 4 4 4 4 4 4 + *0 *0 *0 *0 *0 *0 *0 *0 *0 *0 *0 *0 *0 *0 + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR + + + + + + + # # # # # # # # # # # # # # # # # # *0 *0 *0 *0 *0 *0 *0 *0 *0 *0 *0 *0 *0 *0 # # PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 L� Z - N 0 # # a F F W W N E 0 00 Z V V 0 U) zz LU 0 0 - N 1-4 0 LU N Q 0 n DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1"=30' 1 Cz 1 U) U U O J O > m J w Z m /J/� Qa0 � NO} LL w o O O O 2 0 Y IOB NO. 47118 SHEET NO. 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'+ 0�.0� _D.0 + 0.0 � .0 + 0.0 + 0.1 + 0.2 + 0�2 + 1.2 « 1. 1.7 2. + 2.8 + + + 3.0 1 0 +0.0 .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.0 +0 Ill +1.1 1. +1.6 +2.1 2.6 3.0 2.8 1 -- - .0 + 0.0/ + 0.0 + 0.0 + 0.0 + + 0.0 + 0.0 .0 0.0 0.1 SOUTHWOOD APARTMENTS BUILDING 3 + 1. + + 1.9 2.0 + 2.9 + + + 3.0 2.7 1 (9% LIHTC) 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 � . 0 +0.8 1. 1. 4 +1.8 2 .4 2 .5 2 .6 1 .0 +(�.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 �1 +0.8 +1. 1 1.3 +1.8 2.2 2.9 2.7 1 + + + +o + 5' MINIMUM SIDE BUILDING SETBACK + + 9 + 9 + .o o o.o o.o o.o o.o o.o o.o d.o 0.8 1.0 1. 1.s �`9+ 1.8 2.0 2 + + 4 _' 0 _ + 0.0 4 _0.0 + 01.0 + 0.0 + 0.0 + + + + + + + 0.0 0.0 0.0 0.0 0.0 O L 0 D + + + + + n n n �� r- .2 0.4 0.6 + 0.8 + + 1. 1. + 1.3 + + + 1.5 1.7 1 +.5 0.1 0.1 I I .9 0.1 0.1 0.1 0.0 0I.5 0.2 I0.1 0.1 1 6 0.3 0.1 0.1 0.0 \0; xS 625 0.3 0.1 0.1 0.0 0.4 0.2 0.1 0.1 0.0 0.2 0.1 0.1 0.0 0.0 0.3 0.1 10.0 0.4 0.0 10.0 + + .0 1 1 + 1 + 1 + 1 + 1 1 0 0 0. .0 0.0 0.0 a a a + 0.0 0.0 0.0 0.0 0.0 + 0.0 a 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0 + + + + + + 0.4 + + 6 0.7 .8 + 0.8 + 0.9 + + + 0. 0.7 0.3 + + 1 1 + + + + + + + a a + + + + 14 + + a + + *0 .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.2 + 0.2 + + 0.3 0.9 + 0.9 + 0.9 + 0.9 + + + 0.9 0.3 0. + + 0.0 0.0 44' RM/ unRIZOI�I RQAD+ �`y� + + .0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + .0 + 0.0 + 0.0 + 0.0 + 0.0 0 .0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.1 + + + 0.1 �.1 --1 + + _ + + .2 -Q.2 0.0 PUBLIC R/W « + 0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0 .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. 1 + + + + . + + 0 : r' 0 . . 0 0.0 + + .0 0.0 0.0 + 0.0 4 0.0 4 0.0 4 0.0 4 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + + + + 0.0 0.0 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + + 0.1 0.1 0.1 + 0.1 + 0.0 + + + 0.0 0.1 0.0 + + 0.0 0.0 .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 4 4 4 4 4 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 4 4 4 4 4 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 4 4 4 4 4 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Submitted by Lighl '"A' LIGHTING VIRGINIA 4AN Eby Southwood Subdivision 11 & 12 Architect: TIMMONS Catalog Number: RNS-25-40-1 1-AB-DM19 Notes Type: 25' POLE TV-CENTRAL2030857 ❑ T20 (2.38" OD X 4" TALL DETAIL 3 HE HIT 25' (FT) ""EINFORCED HANDHOLE 4N 0' ER, BOLT,BACK-UP BAR LUG TAPPED 1/2"-13NC 4GROUNDING ETAIL 2 ETAIL 10' AMBItICAN LTIA POLE REV. DATE Br REVISION DESCRIPTION PROJECT NAME: Po NUMBER: °ATE: Psc 9v: 2800 S. HULEN, SMITE 29D FORT WORTHTX ]6109 817-9243682 P 817-92 JNSI FAX °°mE N°MeER: scat: Lit�ePb/eA"�MEmTo�WMN UESCRIPION A� o ROUND STRAIGHT STEEL ANCHOR BASE TmN °x ,wna oriNv W RNS-25AO-11-AB 4.0" x 11 GA ) 7.50"-8.50" ❑T25 (2.88" OD X 4" TALL) 180' BOLT CIRCLE ❑ T30 (3.50" OD X 6" TA SCALE 1"=20' 0 20' 40' NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MUST BE FULL CUT OFF Luminaire Schedule Symbol Qty Label LLF I.. Luol [MANOFACI Description -E] 3 V3 0.950 21003 O.S. ARCHITECTURAL LIGHTING VLL-PLED-III-W-8OLED-7OOvA-WW IJ 4 V4 0.950 20452 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-8OLED-700mA-WW -E] 2 V4-HS 0.950 16903 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-8OLED-700mA-NW-HS El7 WM3 1.000 5075 U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-III-W-2OLED-7OOx A -NW ❑i 2 IRMA 1.000 4942 U.S. ARCHITECTURAL LIGHTING RZR-WMI-PLED-IV-FT-2OLED-7OOx A -NW Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Parking Lot 1 Illuminance To, 2.27 5.4 1.0 2.27 5.40 Parking Lot 2 Illuminance Fc 2.29 5.2 1.0 12.29 5.20 Prepared by: LIGHTING VIRGINIA CENTRAL 40OG-2 Southlake Blvd. Richmond, VA 23236 Tel: 804-379-7777 WWW.lightingvirginia.com MH = mounting height in FEET NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PANNELL, III 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LOMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. DOMINAIES DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIHE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. M E 0 o N � N C > E w a E w Q w 3 UM0 3 p W w 0 m6 LY W L M Q� j LJ 2 J N M - CD W FU O Z 0 = X n oa =LL EED _ N N >Ll X F Q c CJ Y N ut � W M a� CDH Z .•H N O # # a F F U W W N E 0 00 Z U V O .fir Z Z 0 0 ~ N N O N Q O n 0 N e-i DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1"=30' N 1-I Cz T--I N Lf) Y U U 0 0>m J w 1 m�z � J� w m a aoC) z LLI S Q O 0 O 0 T� a i 10 V / IOB NO. 47118 SHEET NO. E2.0 L Date: Jul 9, 2021 Ni Transmittal LIGHTING VIRGINIA Lighting Virginia -Central A'4191flte%y 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision 11 8L 12 Quote# LV - CENTRAL20-30857 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part V3 US Architectural VLL-PLED-III-W-80LED-700MA-NW-1- xX V4 US Architectural VLL-PLED-W-FT-80LED-700MA-NW-1- Xx V4-HS US Architectural VLL-PLED-IV-FT-80LED-700MA-NW-1- XX-HS-PLED WM3 US Architectural RZR-WM1-PLED-III-W-20LED-700MA- NW WM4 US Architectural RZR-WM1-PLED-IV-FT-20LED-700MA- NW 25' POLE American Lite Pole RNS-25-40-11-AB-DM19 FF00009 Lightinq Virginia - Central phone 379-7777 fax 804-379-7778 "AM, Job Name: VLL-I LIGHTING Southwood Subdivision 11 & 12 1-XX VIRGINIA Architect: TIMMONS Notes: ,gala SOLID STATE AREA LIGHTING VALULUME SERIES -PLED S P E C I F I C A T I O N S OPTICALHOUSING Heavy cast low copper aluminum (A356 alloy: <0.2% pper) ...real, with Ingo cooling fins The Optical PonelmauminpsurfweII.11edlie ,face-,,once- .003' o-r 12') to taciitate ihermatstmnster of heat to housing and cooling fins. Solid banter wall magazines o ncal and electrical compartments The optical and ePatnml aampammema are Integrated! to cracker one assembh . Minimum wall IM1lcknessis.188'. ELECTRICAL HOUSINGe/ INTEGRATED ARM Heavy cast low copper aluminum (A356 alloy: <0.2% tpper) assembry wnh Inregml caollne rlba aurraun0lno he elemrcaI compommenr one a flat autace on me top of mearmroacmmmatlafaa photocell moepha lesolitl barrier wall separates optical and electrical compartmenta.The aptlml compartment and electrical crepodment with fine Integrated szlppart am combine to ate one assembfiMinimum wall its ckness N.188'. Cast and hinged drlwraEeOmbryccverls Inlegnatedwnb wiling compartment rover. Number: D-I V-FT-80LED-700MA-N W- MTEMPEm acrylic. [acn Lm !erector is semen to the 1 a Over an avrw GaIher and all retreaton are retalnetl Ivy an aluminum me. Am] one Farrel. or group m Ponelz In le luminaire. have this same optical pattern. LED ref ecroe produce standard site/area distributions. Panels are fieltl reploce.his and raid rotatable In Po' Increment. LED DRIVER(S) Constant current electronic with a r factor of >.90 dnd a minimum operating temperaathre of -0F/do'C. 0° irectly) is/am uL and cal recognized and mounted �mmmr� trifla ileitis byunivelHoualntto ilitatetirertnat go sr reartransfer. In line tlownb universal clampslafacili retes ea viver and terminal blacks racilitc accept o beteean The -rivet antl optical r 347 0rivea accept an Input V T Vl dimmable 50er iss o 34]V-000V, sa mini (a - laV Y dimmable s drivd. presctle a.Drivalm saplied Win fOKV i Internal surge pmteatlon. Luminalre 9Uoplletl with 20KV 6aIDO pmteetOl tar (ieMaeCessible inafOaROn.) �� sNYA LED EMITTERS High output LED's are utilized with i rve currents ranging from 350mA to 10501 70CRI Minimum. LED's are careful in (stantlartl Neutral White (4000K , or optional Po ofstoWhite afirOKD ,Worm White (300 K). Consult FINISH Electrostatically applied TGIC Polyester POetler Coat on substrate p pared with 20 PSI power wash at 1401 Four step metlC blast and Iran pphospphate pretreatment far pmtectan antl paler atlheslon.400°F bake rot ma4mum badneManddurwilM. 9®W II 2019214 U.S. Architectural Lighting =11--,.Am= © LLS.ARCHRECTURAL Submitted by Liahting Virginia -Central ICatalog Number: VLL-PLED-III-W-80LED-700MA-NW-1 Type: Submitted b Liu htin Virginia -Central Catalog Number: VLL-PLED-III-W-80LED-700MA-NW-1 Type: submitted b Lighting Virginia -Central Catalog N VLL-PLED poAY4. Job Name: yOAew Job Name: .voAN4. Job Name: Page 1/1 LIGHTING Southwood Subdivision 11 & 12 XX V3 LIGHTING Southwood SUbdIVISIOn 11 & 12 XX V3 iL. LIGHTING Southwood Subdivision 11 & 12 XX VIRGINIA Architect: TIMMONS Notes: Architect: TIMMONS Notes: i:�AVIRGINIA Architect: TIMMONS Notes: 4ANE1"y I rr --l-Ai nn en-7 gVIRGINIA 4ANE� I rr --l-Ai nn enue'r 4ANE1" SOLID STATE AREA LIGHTING VALULUME SERIES -PLED S P E C I F I C A T I O N S JPIICALHOUSING Hoary cast low copper fafaalppuminum (A356 alloy: <0.2% ,an., mouMiaB11blyradlla mflletl flat ((Iauaana.Th Op-z Loss ore, 12 io ro.k. Mermaf transtar or neat to housing ale cO011na fins. 5011tl Wrtler wall EOpOralee elathm omleahmmamo: are Inmmleenlateftlhio elate arnla assembly Mrmmum wall IM1'ckl ISIP IO.ECTRICAL HOUSING w/ INTEGRATED ARM Hoary coal low copper aluminum (A356 alloy: <0.4% pper) assembry vane Inregrol mettle nee aunaummg the electrical compormenr and a flat autace on the top Of fie arm to accommatlafaa photocell remplOcle, Solid barrier wall separates optical ontl 0lechlcal pammenra.me aptlml compartment and electrical ca mmemwnhthemlegmted wpppademl aananeTo reoleone pssembN. Minimum wall its ckness H.180'. Cast and hinged driver assembly deVer Is Integrated with wiring Compartment cover. Mrearig I mltieire rane ran`reilvcio`re iare'retalntl by an aluminum frame. Any one Petrel, or group at;V. In ad luminaire, habe some optical pattern. LED refercars produce sari site/area distributions. Panels are fieltl replaceabill laid rotatable In Po' Incrememe. FDDRIVER(S) Content current electronigc with a Power factor of >.90 Driverg) IN/are ULaand icUL recogni=ee ontl mo]4M luu,gragamar Me WictrimlHouainglefaciltiarethennol �s� �s4ss'.Aa• transfer, hero tlown by universal clamps to faciiihate easy oval Italian terminal blacks fo riter wiring 'grease the driver ontl option r 347 Driven accept an input IN T Vl U lmmable driver is standard. Driver has a minimum of 9KV i internal surge promotion. Luminolm supplied with 20KV surge protector forfsbawarssible installation.) -v- sNYY LEDEMITIERS High outpput LSD's are unfired with arse currents ranging from 350mA to 1050mA 70CRI Minimum. LED's are available in standard Neutral White (4000%or optional Cool White (500 EKD options. White (3000K). Consult Famoryforat FINISH EZzenafically applied TGIC Polyester Powder Coal on s bNm10 pp Wmd with 20 PSI power wash al 140FF. Four step Morita blast and Iran has hate pretreatment far proreation am parer aahealon.4iio°F was rot madmum hamnessaMtlumbilify. 9®W 2019214 U. S. Architectural Lighting -, '-mew © 0.5.ARCHRECTURAL 113 Paqe 1/1 v-Ae4. Job Name: VLL-I V4 LIGHTING Southwood Subdivision 11 & 12 1-XX VIRGINIA Architect: TIMMONS Notes: LV- CENTRAL20 30857 I 4gNEuv VALULUME SERIES - PLED Number: D-I V-FT-80LED-700MA-N W- VALULUME SERIES - PLED POLE DRILLING TEMPLATE WALL MOUNT PLED" MODULES cL r oil an gainers WIREWAY VLL PLED AN' DIA-(lanm) E%TRUDEDAWMINUMARMANDCAST ALUMINUMWALLBRACKETASSEMBLY E.P.A.=0.77 Avail loin: (3)HOLES PROVIDEDWITH BUILT IN GASKETEDWIRE 80 &40 LED Array ACCESS FOR FI)TURE/SUPPLYWIRE CONNECTION. 40 LED Array WALL PLATE Drive System HID No.of LEDs Current Wafts EguivalenT -� 3501 45 70-100 T 40 525mA 66 100-1S0 T m S.5• 700mA 91 175 Final (ti 1OSOMA 142 200-250 JI� 350rrN 92 150-175 6D•DIA 80 525mA 136 2D01250 Oa4lnan>� 14j MOLES 70UmA 184 400 1050mA 266 450 Spec/Order Example: VLL-LED/PLED-VSQ/80LED-700mA/NW/277/1 /RAL9005 NF C 0 R D F R I N G I N F 0 R M4 PL®' NO. LEDs DRIVE COLOR ARM MOUNT STANDARD CURRENT TEMPCCT TEXTURED FINISH ❑ VLL LED ❑ TYPE 1 ❑SOLED ❑ 1061 ❑ NW rOK)• ❑ I F ❑ BLACK ❑ HC4ROW DMMING FOR PLED41....... LLB .1m RAL-9006T HAIREMARED5WITCTiJGOR ❑40LED 0CW (MN ❑218D.- NONINIEGRATED MOTION ❑lYPE1FRONM7W SENSORHLSW PLE0.8M..... El525mA WW (30DDK) ❑ WHITE RAL-9003-T ❑ INTERNAL ❑ TYPE E NIFOIAN ■ � 11240 ......... y HOUSE SIDE SHIELD... HSPIED BIKINATO 11350mA ollanlm O0La4 AVAILABLE ty ❑ PHOTOCELL. VOLTAGE ❑3.120, RAL-7004T (EXAMPLE:PCIMV)-. PC.V 0 PIPE a flea. .... PIEDU M . ❑ TWIST LOCK VOLTAGE DARK ❑ 790 RECEPTACLE ONLY ... Tm TYPE R WIDE ® BRONZE ❑ 7-PIN TWIST LOCK PIED -III IN❑ 120 RAL5014T RECEPTACLE ONLY ... TPR7 ❑ OIE61VI ❑zoo PLEASE IF ❑ 490. � ❑ SINGLE FUSE GREEN ❑GREEN SPECIFY 5a (12UV, 27rv.347V).. SF - EI TYPE IV ❑uo - PLED4V:T.. ❑ UNIVERSAL POLE ❑ DOUBLE FUSE ,-` ❑277 ADAPTOR. UPA PLEASE (208V, 24OV. 480V).. OF O TYPE V NARROW SPECIFY ❑ STEPDIMMMED5 SENSOR PLED -VS" ❑347 WAIL MOUNT (PfK)GItAMMED 50/100) ❑ ❑480 O Wks ... � ......._.......,.. MSF211 P -VIED. PLE0.VSQM.. SEEIRALT300e M An9nIDEsucaars ❑ REMOTE MOTION SENSOR ❑ TYPE V WIDE COFWGURATOR PIE6V.SGW_ .........., Fail ardesnaer"undmml..cwmam © U.S.ARCHITECTURAL U.S. Architectural Lighting ncraols1R12. assmu)2EFIle1 _® V4 I "AM, Job Name: VLL-I LIGHTING Southwood Subdivision 11 & 12 1-XX VIRGINIA Architect: TIMMONS Notes: LV - CENTRAL20 30857 Atli POLE DRILLING TEMPLATE WALL MOUNT PLED" MODULES 15.3a" e]mm 7 T ee r tarng m (s gip': 1. • (3Bm6 WIREWAY NOM, 80 LED Array .5413-DnIA. 987mm) VLL PLED EKTRUDEDALUMINUM ARM AND CAST ALUMINUM WALL BRACKETASSEMBLY E.P.A.=0.77 Available in: .406'DIA. Dien) (3)HOLES PROVIDEDWITH BUILT IN GASKETEDWIRE 80&40 LED Array ACCESS FOR FIXTURE/SUPPLYWIRE CONNECTION. 40 LED Array WALL PLATE Drive System HID No. of LEDs Current Watts Eq uivalenf -� 35OmA 45 70-1DO T 525mA 40 66 100-150 T SQ 5.5• 700mA 91 175 t 076eN (4Drw9 1050mA 142 1001250 1 9tfOmA 92 150-175 6s0mmDIA. 80 525WA 136 2D0-26D Oa4lnrsn)� p) HOLES 700mA 184 400 1050"A 266 450 SNDDAOrder Exams lle: VLL-LED/PLED-V4W801ED.700mA/NW/277/1/RAL9005 e F C • .F R I N G I N F 0 R M4 PLED' DISTRIBUTION No. LEDs DRIVE COLOR ARM MOUNT STANDARD CURRENT TEMPCCT TEXTURED FINISH ❑ VLL LED ❑ TYPE II -� ❑ SOLED ❑ 1050MA ❑ NW (4WOKy ❑ i �° ❑ BLACK ❑ HIGHLOW DIMMING FOR PLED -II srnubbaa++o PAL-9005-T HAROMREO SWITCHING OR ❑40LED ❑ 700mA MOTION ❑ TYPE II FRONT ?Oh CW (SOOOK) ❑ 2.180 F� SNONIONTEGRATED -,-„ PLED-OFR -_ 0625MA WW (3000K) El WHILE RAL-0003-T ❑INTERNAL ❑ TYPE II MEDIAN ❑ % 790..... HOUSE SIDE SHIELD HSNED ILLUMINATOR"'. 11350mA ollanlm OJLpN ❑ PHOTO CELL+VOLTAGE PLED-11-MIL mNwu ME ❑ GREY ❑RAL-7004-T W.7 (DPLE:PC7%TV)-. PC.V TYPE IT MED. 3.120. _.. PIED411 M � ❑ TWBT LOCK VOLTAGE � ■■ 11 DARK RECEPTACLE ONLY.. IWt TYPE III WIDE - 740 W BRONZE El7-PIN TWIST LOCK PIED-IIIW - ❑120 RAL-8019-T RECEWACLEONLV... Test ❑ TYPE N �R08 PLEASE 0440' ❑SINGLE FUSE PIEwv. - ❑GREEN SPECIFY 0240 RALbWST (12w. 27rv. 347v).. SF ❑flPFN III�,I-=-'I- PLED4V4T,....`J ❑UNMERSIPOU ❑DOUBLE FUSE ❑277 ADAPTOR._.. UPA PLEASE (208V, 24OV. 480V).. OF ❑TYPEVNARROW 8I LMII ❑347 SPECIFY ❑ STEP DIM MORD5 SENSOR PLE0.VSa-N "" WALL MOUNT (mCGRAMMED 50/100) D TYPE V MED. ❑480 ❑' ..._.. _.fLrf� .._. MSF211 PLED-V.S&M .. see Lwvcc�rn wl roD1lwNucoLols ❑ REMOTE MOTION SENSOR ❑ TYPE V WIDE CONFIGURATOR PIED-VSOW .. M - - . MSTCI O Number: D-I V-FT-80LED-700MA-N W- I\! Index Page V4 VALULUME SERIES - PLED LED/ELECTRICAL GUIDE lEp - INITIAL INITIAL INITIAL WMENS- LUMIENS- WMENS SYSTEM MAX 4000K 3000E 50001C-,1MA7Br: ;8lllf AMPS 40 LED 40 PLED Optical 5,585- Sl- 5.864- 85,000E 401 Module-350mA 6,408 6,088 6,729 40 PLED- tic ao o a P 8.059- 7,656- 8,462- esoOD 40 F Module-525mA 92A6 8, 784 9 ,709 40 LED 40 PLED- Optical 10240- 9728- 10752- 85000E 40•F Module-70mA 11,749 11.162 12.337 40 LED 40 l PLED'Opta 1A642- 12,960- 14,324- 86. 000E 40-F Module-ZrAk 15.652 14,870 16,635 80 LED 80 PLED'Optical 10,824- 10.283- 11.365- 85,000E -40°F Module-350mA 12,419 11.798 13.040 80 LED 80 PLED'Opticol 15,587- 10.806- 16,366- 85,000E 40'F Module-5251 17,854 16,990 10.778 8o LED 80 PLED' Optical 19,767- 181 20,765- 85,000E 40°F Module-700relk 22680 21,546 23.814 80 LED 80 PLED' OP tical 26.255 - 24,942 - 27.568 - 85.000E Al Module -1O50mA 30,124 28.618 31.630 43 120 0.36 277 0.16 347 0.12 65 120 0,54 277 024 347 0.19 87 120 0.73 277 0.31 347 0.25 125 120 1.07 277 OAS 347 0.37 86 120 0.72 277 0.31 347 0.25 130 120 1.08 277 OA7 347 0.37 174 120 1.45 277 0.63 347 0.50 257 12D 2.14 277 0.93 NOTES: 1. Max Input Amps is Me highof sbrtin .o Pamlngotopen cimuit curents 2. Lumen values for LID Modules wry according to the distribution type 3. System Wafts Includes the Boom watts and all driver components. 4. Fuse value shout be sufficient to protect all wiring components. For electronic dmrer and LED Component protection, ase IOW- 20KV surge Appeal 5. VO(9K)-17v1216, rule applkd WARNING: All refused must be InaMlled In accordance with awl coded or the National Eleahlcal Cade. Fallum to do so may resuK in serious Personal Salary V3 LV VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- VO GREATER STARTING SYSTEM MAX COUM TYPE SOURCE 4000K 3000K 5000K THAN(HR) TEMP. WATTS VOLTS INPUT AMPS 40 LED 40 PLED Optical 51 51 51 85.000E -40'F 43 120 0.36 Module-350mA 6,408 6,088 6,729 277 0.16 347 0.12 40 LED 40 PLED'optical8.059- 7.656- 8,462- 85,000E 40°F 65 120 0.54 Module -525mA 9.246 8.784 9,709 277 0.23 347 0.19 M E 40 LED 40 PLED- Optical 10,240- 9,728- 10,752- 85,000F -40°F 87 120 0.73 O O U Module-700mA 11,749 11.162 12.337 277 0.31 N 347 0.25 N 40 LW 40PLED-Optical 13.642- IZ960- 14.324- 85,000E 40°F 125 120 1.07 > E Module-1050mA 15.652 14,870 16AM 277 C� w E = 80 LED 80 PLED'O 0.31 pmA 1a824- 11.798 11.040 85,000E -40°F 86 Module-350mA 12A19 71.798 13.040 277 277 0.2 H W u>) 3 347 o.zs a w p; 3 80 lW 8OPLED'opticol 15,587- 10.806- 16.366- 85,000E 40•F 130 120 1.08 0 LL o Module -525mA 17.854 16,990 10.778 277 OA7 W O 347 0,3] W L M d J U M Z .-i N 80 LED 80 PLED' Optical 19,767- 18,779- 20,765- 85,000E 40°F 174 120 7,q5 Module-700mA 22.680 21.546 23.814 277 0.63 Lll l , O 347 0.50 O On ii O N LID N 7 - III~ In In I - 80 LED 80 PLED'Optical 26.255- 24.942- 27.561 85,000E 40°F 257 120 2,14 Module -105DMA 30.124 28.618 31°630 277 093 Z H y oe W W 347 0,74 � Q (A X Un K 1' g < Lu O O z U)_ N NOTES: = U > I. MmclnpurAmp9 i8 Ma higheMatebmng.opemfinlg,oropBn aimutiaurlBM9 ¢ _O Cn Z Z 2. Wmen values for LED Modules wry according to the distribution type Lll C U 3. System Wafts Includes the source watts and all all components. y0 N i O O 4. Fuse value should! be sufficient TO pearki all wiring components. Far electronic dmrer and LED corn orem protection, val IOW- 20W surge arppreoora. Un M W 5. VO(9K)-17,1216, rule applied WARNING: Al Podures must be lrlaMlled In accordance with local codes or the National Eleahlcal Gaza. Failure to do so may asal In serious personal Injury. J sawasi U.S. Architectural Lighting (mpm.�'rers�an2a�a�'1 © U.S. ARCHITECTURAL vivivievolosse Submitted by Liahtina Vir inia-Central Catalog Number: VLL-PLED-IV-FT-80LED-700MA-NW- Type: Job Name: voAae LIGHTING Southwood Subdivision 11 & 12 1-XX-HS-PLED LE Vill VIRGINIA Architect: TIMMONS Notes: 4sv[c` LV- CENTRAL20 30857 maE:a1NM1E: SOLID STATE AREA LIGHTING E VALULUME SERIES -PLED S P E C I F I C A T I O N S OPIICALHOWING Heavy we low copper fafaalppuminum (A366 alloy: <0.2% Ponnlmoumi suywith r llsmllleolder ((Iauaana.Td lmpcss� .003' over 12� to ro.knom ihermf ;meats at heat ro housing and coaling fins. Solid Wrier wall EOparaters o noel am elecnlaal compamments. The optical and e seohlaal aomvammema oat Integrated to areare ane assembly . Minimum wall thickness is.188'. ELECTRICAL HOUSING w/ INTEGRATED ARM Hoary we low copper aluminum (A356 alloy: <0.2% their ))tral==PwlflMlenf antlaflairmRaceon the by of in... to acmmmodefe a photocell remptecle.Said barrier wall separates optical and electrical compartmenstrThe aptlml compartment and eleamcal C. ponmlem Will Bar Integratedwppad oral mmmne TOcreoM oneonembM Minimum wall its ckness is.188'. Cast and hiWedtlMeroseembl coverIE IntegRatedwnh wiling mmpommm ecover. MTEMPEm where. coon LOU dreactor is sealed To me 11:n over an ays liter and an re makes are retainetl by an aluminum frome.Any one Panel. or group Of Panels In a luminalm. have the aeme optical pattern. LED ref ecfora reduce p p p standard site/area amble In90. Panels are fieltl reIaceableard note rotatable In 9a•Incremema. P LED DRIVER(S) Constant currant electronic with a power ,actor i >. W and r( minimum operating trecognized ecognNre of -0mounte . Dri-r(y) is/ore a and cal Housing zetl and mounted �� 4nAn hallagainst Me by universal Housing to to flitafeti. iman s1• transfer M1eltl down by uni-sal clamps to facilitate easy -I. Inlineterminal blacks lenient. wiring between u� % the tlever and optical arrays. Driven accept on Input n, LJ T Vl 120-2]]V. 50/60Nz 34]V-000V, 50,60Ha (o - laV Y dimmable driverls standard.Driver has a minimum of3KV i Infernal surge proteatlom Luminalm sualled Win 20KV surge protector to of sible installaron.) assowm LED EMITTpTERS bom flia bt 050nuk 70CRI Minimum ED, teaam utilized with chat currents r available in (stantlartl Neutral White (4000K , or optional Cool White herOLEKD r Worm White (300 K). Consult FINISH Electrostatically applied TGIC Polyester Powder Coal on substrate resigned with 20 PSI power wash al 140FF. Four step metllo blast and Iran pphospphate pretreatment far Protection onepoint adhesion. 400°F was far ma4mum hamnessaMeumbilily. 9®W 2019214 U.S. Architectural Lighting _Asr ,.Arai © U.S.ARCHRECTURAL N Z 0 f f DATE 0511412021 DRAWN BY K, ROESER DESIGNED BY K, ROESER CHECKED BY B. CICHOCKI SCALE N.A. N Tassel 06 ,--1 Tassel `U) i (n J U O> Q �1 i LLmI w W a � �U ' LLJ m n/ cc IJ- a 0 Lr1 T LJJ i z O 0 QU 0 U ^ LL O O 2 I- Z) 0 V IOB NO. 47118 SHEET NO. E3.0 L ac9W.rA.aiiireaws"Irri © U.S.ARCHITECTURAL U.S. Architectural Lighting Rore((6ee)]21.Fes@0D2050m1swevissain_® U.S. Architectural Lighting from isc, az+am lirmimn b�a�'1 © U.S. ARCHITECTURAL bmitted by Lighting w inia-Cerxrel Catalog Number: VI-PLED-IV-FT-SOLED-700MA-NW- Type: I submitted by Lighting Vi Inia-Cerxrel lCatalog Number: VLL-PLED-IV-FT-80LED-700MA-NW- Type: Submitted by Lighting Virginia -Central lCatalog Number: RZR-WMI-PLED-III-W-20LED- Type: I Submitted by Lighting w Inia-Cerxrel Catalog Number: RZR-WM1-PLED-III-W-20LED- an« Job Name: a^Nit Job Name: Job Name: on«s Job Name: LIGHRING SOUthWOOd SUbdIVISIOn 11 & 12 1-XX-HS-PLED V4-HS LIGHTING SOUthWOOd SUbdIVISl00 11 & 12 1-XX-HS-PLED V4-HS ,ones LIGHTING Southwood SUbdIVISl00 11 & 12 700MA-NW WM3 Iji LIGHTING Southwood SUbdIVISIOn 11 & 12 700MA-NW VIRGINIA Architect: TIMMONS Notes: Architect: TIMMONS Notes: Architect: TIMMONS Notes L..AVIRGINIA Architect: TIMMONS Notes: 4AHEF"y i„ rcuioni In ]nnGI wVIRGINIA 4ANEL I„ / 11DAI°nin ^�VHRGINIA 1 fl I,i rcuioni-rn inwae 4AHEF" WM3 0 VALULUME SERIES - PLED POLE DRILLING TEMPLATE WALL MOUNT PLED" MODULES I- nAP6' T lse]mnl� - 7'1 1. • r4ea6WIREWAV ODD")NOM..b,14; IA.L PLEDEXTRUDEDALUMINUM ARMAND CAST .A.=0.77 ;:p :::.011 .406-DIA.(taan) ALUMINUM WALL BRACKETASSEMBLY aable in: is HOLES PROVIDEDWITH BUILT IN GASKETEDWIRE 80 MO LED Array ACCESS FOR FIXTURE/SUPPLYWIRE CONNECTION. 40 LED Array WALL PLATE Drive system HID No.of LEDs Current Watts Equivalent -� 350MA 45 70-100 T 5251 66 100-15D T SQ 5.5• 700mA 91 175 07®Dn) ni) 10501 142 2DO-250 JI� 350MA 92 150-175 60-DIA. 80 525MA 136 2DO-26D I-5.610I 0smm) 700mA 184 400 041km6 (4) HOLES 1OSOmA 266 450 Speo/Order Example: VLL-LED/PLED-VSQ/80LED-700mA/NW/277/1 /RAL9005 PLED- MSIITION No.IED$ DRIVE COLOR ARM MOUNT STANDARD CURRENT TEMPCCT TEXTURED FINISH ❑ VUL ED ❑ TYPES ❑ 8OLED ❑ 105RmA ❑ NW MOo' ❑ 1 .. _ .... ❑ BLACK ❑ HIGH{OW DIMMING FOR PLED41....... ® 'Sw RAL-9005-T HAWNREDYMfCM4GOR ❑TYPEIFRONfROW (]401ED ❑7 pCW 50110 ❑2)Bp, NONINTEGRATED MOTION ( N F� SENSOR....,....... HLSW PLEDMiR..... L® ❑SRSmA ❑WHITE ❑ WIN (3000K) ❑ 240... ..ML 14 RAL-9003-T ❑ U0. S ❑ TYPE I (vw1WAN HOUSE SIDE SHIELD HS-PLED 6LLO"TOR ❑35DMA o1lMlapoogon TINED-84LLL VM CONSULT� GREY ❑ PHOTOCELL. VOLTAGE ❑3.120 � RAL-7004T (EK7LMRE: FC11DL) PGV ❑ TYPE ■ME. PIED-11 M .....Ila ❑ TWIST LOCK VOLTAGE ❑DARK RECEPTACLE ONLY RR ❑TYPE 01WDE 03,90 ...... BRONZE El 7-PIN TWIST LOCK PIED-M W .... ❑ 120 RAL4079-7 RECEPTACLE ONLY, Tn77 • TYPE N ® One PLEASE 440.- "" ❑SINGLE FUSE PIED4V .... ❑ GREEN �aao SPECIFY RaLe6o}T 020v. 27N.347V).. BE TYPE N DO ❑ UNIVERSAL TOLE ❑ DOUBLE FUSE PlED4ViT ..... 0277 ADAPTOR.. UPa[�PLEASE(200V 240V. 4BD/).. OF ❑TYPEVNAPPOW 0347 WALL M04 ❑ STEP DIM MOTION SENSOR PIEDVS" ... ilgirRAMMEO 50/100) ❑wM t . ........,..Limn ❑1VPEVMED. ❑480 srFwnuamMrrn PLED .. I] np6BIO6t6tcaars ❑ REMOTE MOTION SENSOR ❑ TYPE V WIDE COIHGURAToa PLEDVS9-W_ ..M8FCI0 h00NVP�^""O'1b1n'0a"'G199M' © U.S. ARCHITECTURAL U.S. Architectural Lighting Maw (660 zs»snit, (66n2$saot bmitted On: Apr 3, 2020 2/3 Index Page Submitted ELM Liahtino w inia-Central Catalog Number: Type: �4, Job Name: RZR-WM1-PLED-III-W-20LED- LIGHTING Southwood Subdivision 11 & 12 700MA-NW WM3 VIRGINIA Architect: TIMMONS Notes: ANF\y LV - CENTFtAL2030857 RAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INITIAL LUMENS- INITIAL LUMENS- INITIAL LUMENS- L70 GREAlat ST COUNT TYPE SOURCE 40OOK 3000K SOOOK MAN (HR),TMRI TEMP. AMP'.: 20 LED 20 PLED' Optical 2706- 2571- 2,841- 60,000. -20°F 22 120 0.19 Module -3501 2993 2.843 3,143 277 0.08 347 0.07 20 LED 20 PLEDOpt - Icd 3897- 3702- 4.092- 61 -201F 93 120 0.28 Module-525mA 4,310 4.096 4.526 277 0.12 347 0.10 20 LED 20 PLED' Optical 4,942- 4,695- 5.189- 60,000+ -20°F 44 120 0.37 Module -700ni SA66 5,193 5,739 277 0.16 347 0.13 20 LED 20 li Optical 6,564- 6,236- 6.892- 411 -2D'F 65 120 0.56 Module -1050mA 7.260 6,897 7,629 277 0.24 347 0.19 40 LED 40 PLED Optical 5,585- 51- 51 60,0DD+ -20-F 43 120 0.36 Module -3501 6.178 5,869 6,487 277 0.16 347 0.13 40 LED 40 PLED-Optled B.OS9- 7.656- 8,462- 60.000+ 4" 65 120 0.55 Module-525MA 6,914 B,A68 9,360 277 0.24 347 0.19 40 LED 40 FLEW Optical 10240- 9728- 10.752- 60ODD+ -20°F 87 120 0.73 mA Module -700 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED'Optical 13.642- 12.690- 14.324- 60.000E .20`F 129 120 1.08 Module 1&089 74.335 15,843 277 OA7 347 CL38 60 LED 60 PLEW Optical 8,118- 7,712- 8.524- 60,000+ -20°F 65 120 0.55 Module-350i 8,979 8,530 9.428 277 0.24 347 0.19 60 LED 60 PLED'Opficd 11,690- 11,106- 12275- 60.000+ -20'F 98 120 0.02 Module -5251 12.930 12264 13.577 277 0.36 ---_ __ 347 0.29 60 LED 60 PLED -Optical 14,825- 14,084- 15,566- 60,0DO+ -20-F 131 120 1.D9 Module -7001 16,398 15,578 17,218 277 0.47 347 0.38 60LED 60 PLED' 19.691- 1,706- 20.676- 60,000+ -2D'F 193 120 1A1 Module-IOSOMA 21,780 20.691 22.869 277 0.70 347 0.56 NOTES: 1. Max InputAmps is the highest of Starling, operating, or open circuit currents 2. Wmen Moues For LED Modules wry occpsaing M Me distribution We 3 System Walls Includes Me source warts and all drher components. 4. Fuse M1. should be suffli to psotcat all wiring components. 5. LMCOK)-Ifvl21 NL rule applied L70(101 -Caoulaled = 244,000 a 7DUT A =102.000910.50'nA WARNING:AII Mee must lea Installed In..dance VI loco) codas or Me Notional Elechtcel Code. Fallumb rlo so ma7 muff In serous personal Injury U.S. ARCHITECTURAL U.S. Architectural Lighting MDw(muz4NssA ro,e60Paszal VALULUME SERIES - PLED LED/ELECTRICAL GUIDE LED SOURCE IN LUMENS- INITIAL LUMENS- INITIAL LUMENS- L70 GREATER STARTING SYSTEM _Y COUNT TYPE SOURCE 4000K 3000K 5000K THAN(HR) TEMP. WARS 40 LED 40 PLED Optical 5,585- 5.306- 5,864- 85,000E -40°F 43 120 0.36 Module-350mA 6,408 6.088 6,729 277 0.16 347 0.12 40 LED 40PLED-Optbd 8,059- 7.656- 8A62- MOOD. 401 65 120 0.54 Module-5251 9.246 8.784 9,709 277 0.23 347 0.19 40 LED 40 PLED -Optical 10,240- 9,728- 10,752- 85,000E -40°F 87 120 0.73 Module-700FnA 11,749 11,162 12.337 277 0.31 347 0.25 40 LED 40 PLED' Optical 13.642- 12960- 14.324- M000+ d0-F 12B 120 1.07 Module -1D50mA 15.652 14.870 16,1135 277 OA6 347 0.37 80 LED 80 PLED"OptlCal 10,824- 10,283- 11.365- 851000+ -40-F 86 120 0.72 Module-350mA 12,419 11,798 13.040 277 0.31 347 0.25 s0 LED BOPLED-OptLZB 151 14,806- 16.366- 85,000+ -40°F 130 120 1.08 Module - 525" 17 884 16.990 10.778 277 OA7 347 0.97 80 LED 80 PLED®Optical 19,767- 16,779- 20,765- 851000+ -40-F 174 120 1.45 ir Module-700mA 22.680 21.546 23.814 277 0.63 347 0.50 s0 LED 80 PLEDOPHCal 26,255- 24,942- 27,566- 85,000+ 40-F 257 120 1 Module - 1050MA 30,124 28.618 31AM 277 1 347 1 NOTES: 1. Max IrrPui is Me highest W starting, opemliN,oropen ctrcuit curlenh 2. Lumen wlues For LED Modules wry appointing to Me distrlbuxon type 3. System Wag Induces Me source watts and all drox components. 4. Fuse wtre Shoup be specler4 to protect all wiring components. For electronic driver and LED component protection. Use IOW- 20KV surge wppressoa. 6. VO(9K)-TM216x mleapPletl WARNING: All Postures must be Installed In accordance with pool codes or Me National Elechlcal Code. Fallu ,to do so may rest In serious personal Injury U.S. Architectural Lighting M..(M9m�ra(an N6� © U.S. ARCHITECTURAL ors Job Name: RZ%WM1-PLED-IV-FT-20LED- LIGHTING Southwood Subdivision 11 & 12 700MA-NW VIRGINIA Architect: TIMMONS Notes: 4BNEL SOLID STATE AREA LIGHTING PROJECT NAME: PROJECT TYPE: RAZAR WALLMOUNT-LED S P E C I F I C A T I O N S A OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) 1 assemblywith Integral cooling fins. The Optical Panel 9 9 P mountingsurface is milled flat surface variance <s .003' to ( ) e facilitate Thermal transfer of hear To housing and cooling fins. The Optical Housing bolls to The Electrical Housing forming a �I T unified assembly.The minimum wall Thickness is .188'.�,I/�1 C ELECTRICAL HOUSING 1 Heavy cast low copper aluminum (A356 alloy <0.2% copper) Index Page Type: WM4 LV - CENTRAL20-30851 FIXTURE A B C RZRWI si u nArr.r MMI-EM 11- 1V 66" a1a.a a� nes.ml assembly. Minimum wall thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box. RZR-WM 7 1 Electrical Housing anchors The Top edge of The Mounting \ PATENT PENDING Plate and stainless steel recessed socket head screws Tighten The Electrical Housing To the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper Thermal Transfer pad and enclosed by on LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. asymmetric 9 Y distributions, have a micro -reflector inside The refractor which A re -directs the house side emitter output towards The street side and functions as a house side shielding element. Refractors are Injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, Or group of Panels in a B luminalre, have The same optical pattern. LED refractors produce Type II, III, and Type IV site/area distributions as well as /I T other specialty asymmetric distributions. Panels are field �(L a replaceable and field rotatable In 900 Increments. �I 1 LED DRIVER S FIXTURE A B C RZRW2 te- 12" 6' RZRW2-Ent 8� 1�4, 6�,m, ,1, ConstoFri current electronic with a power factor of >.90 and a RZR-W M 2 minimum operating temperature of-40°F/-40'C. Driver(s) is/are UL and OUL recognized and mounted directly against PATENT PENDING the Electrical Housing to facilitate thermal Transfer, held down by universal clamps To facilitate easy removal. In -line Terminal blocks facilitate wiring between The driver and optical arrays. Drivers accept an input of 126150/60Hz or 347V-48OV, minima. (0 - 1 V i dimmable driver is standard. Driver has a ICI T minimum of surge internal surge protccessibluminaire supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from A 35OmA to 1050mA. 70CRI Minimum. LED's are available in standard Neutral White (4001 or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED \\ opti AMBER LED's ICI 1 PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LS lamps and have a slight B output in The blue spectral bandwidth. TRA (True Amber) LED'S utilize material that emits light in The amber spectral T bandwidth only without the use of phosphors. c 1 FINISH FIXTURE A B C RZRW3 BSir n1o21 RZRW3.EM lied TGIC lester Powdr Coat on substrate prepared with 0 SIp woer wash at OeF. Four step RZR-WM3 media blast and Iron phosphate pretreatment for protection and paint adhesion. 400°F bake for maximum hardness and PATENT PENDIN(= durability. CIVUS MADE W THE uaFv LISP 2019093 OOOWe""""1eO141i0ob C"9'�' © U.S. ARCHITECTURAL U.S. Architectural Lighting E,awoffg ae=oa F.. (66n$ , w„w.�,mR- �® SOLID STATE AREA LIGHTING PROJECT NAME: PROJECT TYPE: RAZAR WALLMOUNT-LED S P E C I F I C A T I O N S A A OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) El 1 assembly with Integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <s .0031) to B facilitate Thermal transfer of heat To housing and cooling fins. The Optical Housing bolls to The Electrical Housing forming a T unified assembly.The minimum wall Thickness is .188'.�,I/�1 C 1 ELECTRICAL HOUSING Heavy cast low copper aluminum (A356 alloy <0.2% copper) FIXTURE A B C RZRWI L1 12- B" P.M As-1 ns+mm� RZRWI-Ent 1 11" 14' 0.5' en si I,esmin assembly. Minimum wall thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box. RZR-WM 7 1 Electrical Housinganchors on The To edge of the Mounting p g g \ PATENT PENDING Plate and stainless steel recessed socket head screws Tighten the Electrical Housing To the Mounting Plate from the bottom. PLED -OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with T each emitter located on a copper Thermal transfer pad and enclosed by on LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro-refiector inside the refractor which A re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors \ are Injection molded H12 acrylic. Each LED refractor is sealed To the PCB over an emitter and all refractors are retained by an aluminum frame. An one Panel, or group of Panels in a Y 9 P B� luminalre, have The same optical pattern. LED refractors III, and Type IV site/area distriions. Ptionsanel as well /I T others specialty el other specially asymmetric distributions. Panels are field It �(L a replaceable and field rotatable In 90° Increments. LED DRIVER S II �I 1 FIXTURE A B C RZRW2 is- n1 col o M RZRW2-Ent Bew4�mt ,wn,B-Y ,1ssn4,.,t Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40'F/-40'C. Driver(s) RZR-W M 2 is/are UL and cUL recognized and mounted directly against PATENT PENDING The Electrical Housing to facilitate thermal transfer, held down by universal clamps To facilitate easy removal. In -line Terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/6011 or 347V-48OV, 50,6OHz. (0 - 1 OV dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 3501 to 1050mA. 70CRI Minimum. LED's are available in A standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's PICA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LS lamps and have a slight B output in The blue spectral bandwidth. TRA (True Amber) LED's T FIXTURE A B c utilize material that emits light in The amber spectral bandwidth only without the use of phosphors. 1 RZRW3 FINISH RZRW3-EM 1. �m1 Asn's Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140°F. Four step RZR-W M 3 media blast and Iron phosphate pretreatment for protection and paint adhesion. 401 bake for maximum hardness and PATENT PENDING durability. 1I D aL DB MADEINTHE uDFv Li 2019093 U.S. Architectural Lighting FmO zsezmseA srzmT .1)p © U.S. ARCHITECTURAL xver �® thmitted by Lighting Vi inia-Cerxrel lCatalog Number: rax„a Job Name: RZR-WM1-PLED-IV-FT-20LED- LIGHTING Southwood Subdivision 11 & 12 700MA-NW VIRGINIA Architect: TIMMONS Notes: 49NF�y RAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION Emerg n (Ent) 3/4' Suitace Conduit (SC) rEM Book 1 2-dee w2'tleeBox tsper than standard housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2- BEYONDTHE STANDARD HOUSING AND CONTMMME EMEMENCYCOMMNENM (EC) INCLUDING BATTERIES OR CAN BE USED FOR SURFACE COMMIT (SC) APPUCATION&THERE ISM BE AN 11.12.AND SC3 ORION FORMS DIFFERING HOUSING SIZE&SC SHIPS WRHTHREADED CONDUIT PLUGS. THE EMLEDSYSTEM PROVIDES POWERMALL LEDs INTHE ARRAY (20,40, or W)TO MEET THE FOLLOWING LIGHT LEVELS FORA MINIMUM OF90 MINUTEs- WM1.45%03WMA WM2=36%e950MA WM3=24%e3WMA 'MULTIPLYTHE %ABOVE BYTHE LUMEN OUMT0350MA WALL MOUNTING Mounting Small Wall Hale Mwnfaal°uull. 1 3el Screw�� L Sat Screw lock ER-WM2/PLED4V/40LED7OOn A/CW/277/RAL Index Page BAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION Emergency Back Box (EM) 3/4'Surface - - _ - Conduit (SC) EM Book Box 1 rh2•tleePer than stoning Musing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2- BEYONDTHE STANDARD HOUSING AND CONTAINSTHE EMERGENCYCOMPONENIS ERINCLUDING BATTERIES OR CAN BE USED FOR SURFACE COMMIT (SC) APPLICATION&TXERE ISM BE AN Si SC3 ORION FORMS DIFFERING HOUSING SIZES. SC SHIPS WITH THREADED CONDUIT PLUGS. THE EM-LED SYSTEM PROVIDES POWERTO ALL LEDs IN ME ARRAY (20,40, or 60)TO MEET THE FOLLOWING LIGHT LEVELS FOR A MINIMUM OF 90 MINUTES - WM1.45%93WMA WM2=36%®350MA WM3=24%93WMA 'MULTIPLYTHE %ABOVE BYTHE LUMEN OUMT0350MA PLED® MODULES ® o ••60LEDModule RZR-WM3-LED E.P.A.=.69 Available in: 60 LED Module 40 LED Module RZR-WM2-LED E.P.A.=.47 ln: L 40 LEble 40ED odd �® a 4 vv rsu mW W1 V I E W NLK'W m 1-LCU Available in: Mounting Rai 20LED Module Miss none MAX INPUT WATTAGE Mvinfe01a�°' MOF DRIVE CURRENT LED's 350MA 525rrA 700MA 1050MA L 60 68W 99W 131W 19BW Set Screw JAL Sa15Drew Lxk 40 45W MW SIM 134W 20 23W 33W 44W NAY Spec/Order Example: RZR-WM2/PLED4V/40LED7OOmA/CW/277/RAL-8019S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED' DEMBtMON TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑ HIGH -LOW DIMMING FOR -WMI TEMP-OCT TEXTURED FINISH EXrERNALCOMROL.. HLSW ❑ RZR-WMl ❑ TYPE II PIEDIL ® ❑ 20LED E:] 350MA El Nw (4otoi 'aAxmrro 120 [1 BLACK RAL400ST HOUSE SIDE SHIELDING .H .. .. HEPIID .VOLT ...... ❑ 525nA � 208 CELL ❑PHOTOCELL+VOLTAGE ❑ TYPE II RRONROW ® ❑ CW (50001 EI 240 ❑ WHITE (EXAMPLE: Pi 2OV) ... PC+V PLED41-FR..... ❑ 700mA' 0WW(301101 E] 277 RALS9i ❑ SINGLE FUSE (120V& 277V)....... SF ❑ RzR-WM2 [I TYPE III ® rRRIMM2 E]105WW EI347 A 7W4-T El DOUBLE FUSE PLED411... mnMmFACRAN ❑40LED ramxwu9co(a4 �480 (208V& 24OV)....... OF IF] TYPE III WIDE ❑ DARK BRONZE STEP DIM MOTION SENSOR PLED-UPY.... SELECT RAL-00194 "OGRAMMED50/100) AMBERS .'.."."..'..'...... kill ❑ TYPE IV ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTION SENSOR MRLWM3 PLEDIV.,, .,,, ® gRyy CONVERTED RAL400ST CONFIGURATOR AMBER . M1HFCIO ❑ TYPE MET 60LED FICA , ❑ EMERGENCY BACKUP 1. EMT �'�"" ® El }RUE AMBER' RIPLACESUFFU WINSUFF[i ❑ EMERGENCY BACKUPI TRA F°'m') (HOUSING ONLY) ..... EM111 El EMERGENCY RACKUP2.EM2 SELECT I.TIanAMta4nArY4rmEWEWMTM FINISH ❑ EMERGENCY BACKUP 3..EM3 Ims z xuvawexxonusFMxnvExocerxeac ❑ SURFACE CONDUIT I... SM ccr Eourvuvrt snvuu$uwawmnsraMNFW ACON FORaxroLTMFom ❑ SURFACE CONDUIT 2.. SC2 WEPEM$CNLV ❑ SURFACE CONDUIT 3.. SC3 U.S. Architectural Lighting 9�' Mm.((6661) zsaewP 1.(66D zsa20l © U.S. ARCHITECTURAL WM4 I LIGHTING VIRGINIA LV-CENTRAL20-30857 PLED' MODULES 00 a �•.:: ::.:: ::.•: ® ••60 LED Module RZR-WM3-LED E.P.A.=.69 Avallable in: 60LEDModule e �� 40 LED Module RZR-WM2-LED E.P.A.=.47 Avallable In: 40LEDModule4 ® 20 LED Module RZR-WMi-LED E.P.A.=.33 Available in: 20LED Module MAX INPUT WATTAGE MOF DRIVE CURRENT LED's 350MA 525mA 700mA 1050mA W 6BW SAW 131W 19ew 40 45W 66W SIM 134W 20 23W 33W 44W NAY B019S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED° DMMBLMON TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑ HIGH -LOW DIMMING FOR TEMP-CCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW ❑ RZR-WMl ❑ TYPE 11 PIEDII ® -WMI ❑ 201ID ❑ 350MA NW (40001Q• -SLAMDARD ❑ 120 ❑ BLACK RAL4005.7 HOUSE SIDE SHIELDING .................... HE -PLED ....... 11 51 ❑ 208 ❑ PHOTO CELL +VOLTAGE ❑TYFEIIPIONROW ® ❑CW(WODK) �240 ❑ WHITE (EXAMPLE: Pi 2OV)... PC+V PLED41-FR..... ❑ 700mA' WW (3000K) 277 IVF4�}T El SINGLE FUSE ❑RZR-WM2 [I TYPE III ® RR+WM2 ❑10�A' 347 (120V &277V).......aF 11 DOUBLE FUSE PLED411 ....... ❑40LED mMuuFACTaw FORmxwu9co(a4 [1480 RA 700/-T (208V& 24OV)....... OF ❑ TYPE III WIDE ❑ DARK BRONZE 11 STEP DIM MOTION SENSOR PLED-UPY.... RAL4NI19-T (PROGRAMMED 50/10% AMBEe SELECT F271 ❑ TYPE IV ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTION SENSOR ❑ RZR-wM3 PLEDN. ® RZR.WMa CONVERTED RAL-600&T CONFIGURATOR M1HFC10 ❑ TYPE SOFT ® 60LED AMBER FICA FOR SMOOTH FINISH REPUCE SUFFIX 'T' ................. I. ❑ EMERGENCY BACKUP I..EM1 L❑EME❑ "" ❑ TRUE AMBER' wEHSUFFa's' RGENCY BACKUP TRA X 'u'IULwDs$7 (HOUSING ONLY)..... EMH1 0 EMERGENCY BACKUP 2..EM2 SELECT 1w�nndtaaMtaTFORUSEMINTM LHnS FINISH ❑ EMERGENCY BACKUP3..EM3 z.xuEowsxxonusFEsx6Wxo BEFEUNE ❑ SURFACE CONDUIT I... SC1 DMEoulvuvrt s-nvuuasnwflszsm6aFW OONDS FORaATLOMO miBs ❑ SURFACE CONDUIT 2.. SC2 WPPEM$M, ❑ SURFACE CONDUIT 3.. SC3 U.S. Architectural Lighting 6dOWe^AiQ1oPO""'"tlONC"°'e1 Mm.(MI)so- Fm(66D zsa20l ® U.S. ARCHITECTURAL erxrel Catalog Number: Type: Job Name: Southwood Subdivision 11 & 12 7R 0MA-NWPLED-IV-FT-20LED- WM4 Architect: TIMMONS Notes- LV - CENTRAL20-30857 RAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- WMENS_ L70 GREATER STARTING SYSIB6 MAX COUNT TYPE SO i 4n!)K 3000K 5000K THAN(HR)-TM21 TEMP. WATTS VOLTS INPUTAMP$ 20 LED 20 PLED' Optical 2706 - 2571 - 2.841 - 60,0DO+ -20°F 22 120 0.19 Module -35OmA 2993 2.843 3.143 277 0.08 347 0.07 211 LED 20 PLED' Optical M 3,S97- 3,702- 4,092- 60,ODD+ -2D°F 33 120 0.28 Module -525mA 4,310 4.095 4.826 277 0.12 347 0.10 20 LED 20 PLED' Optical 4,942- 4695- 5.189- 60,000+ -20°F 44 120 0.37 Module -7001 SA66 5,193 5,739 277 0.16 347 0.13 20 LED 20 li OPtled 6,564 - 6,236 - 6.892 - 60,001 -20•F 65 120 0.55 Module -1O5OmA 7.260 6,897 7.623 277 0.24 347 0.19 40 LED 40 PLED Optical 51585- 5,206- 5,864- 60,000+ -20-F 43 120 0.36 Module-350MA 6.17 5,869 6,487 277 0.16 347 0.13 40 RED 40 PLED'ORHODE 8,059- 7,656- 8,462- 60,000+ -20`F 65 120 0.55 Module-525m 8,914 8,468 9,360 277 0.24 347 0.19 40 LED 40 PLED- Optical 10 240 - 91 - 101 - 60 ODD+ -20°F 87 120 0.73 Module -700mA 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED Optical 13,642- 12.690- 14,324- 6QODO+ -20°F 129 120 1.08 Module - IOSOmA 15,D89 14,335 15.843 277 OA7 347 0.38 60 LED 60 PLED°Optical 81 7.712- 81 60,000+ -ZO°F 65 120 0.55 Module -351 8,979 8.530 9.428 277 0.24 347 0.19 60 LSD 60 PLED'Opi 11,690- 11,106- 12275- iii -20'F 98 120 0.02 Module -525r1A 12930 12254 13.577 277 0.36 347 0.29 60 LED 60 PLEDA Optical 14,825- 14,084- 15,566- 60,0DO+ -20-F 131 120 1.D9 Module -700FrA 16,398 15,578 17,218 277 0.47 347 0.38 60 LED 60 PLED'Optical 19.691- 18,706- 20.676- 60,000+ -2D'F 193 120 1A1 Module-1060MA 21,780 20.691 22.869 277 M70 347 0.56 NOTES: 1. MauInputAnno is MehighestofN mng,,pe ng,oropendreulcurrents 2. Wmen Moues br LED Modules May ocCOgin , W Me distribution type 3. System Walls Includes Me source warts and all drher components. 4. Fuse Mlue should be sumdem to Exuded all wiring components. 5. 110(101-TM121 NL rule applied L70(1 OLo - calculated = 2A4,000 a 700mA =102.000e 105prrA WARNINK II fimm must be Installed Inaarordance w3h 1.1 capes or Me Notional Elearoal Code. Fdlui do so may resurtIn serious personal Injury U.S. Architectural Lighting U.S. ARCHITECTURAL wm�r (66t)vsmoo w. (cep xsssm no E CD O N Vi N C > E a E u4 E- LLI N 3 U 0 �i ¢ U. 3 LL O W 0 "M ^H a W L M d _J V oo Z s-t N o_ N FA N Z F Trii EL l I- ZZ I- V W W 30 �X Un �E d LL Lu E a 00 (ax vry Z O Fva� C n Un Z Z M `H W 7 LU 0 0 d M 7 CD w LO I- ui 0 2 ED F 0 H LU N N LU Lu F N O 0 N ¢ \ Z ii 0 is Vl DATE 00 0511412021 Am DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. N CZ T-i 1lre-i-I i vJ''^^ U O>� Jw Q ED 2:0 ' LU 00 0/ QQ� LL I11 O LIJ 2 2 a Z O O O O a O T� i O 30B NO. 47118 SHEET NO. E4.0 0 C 5 N C 0 N 3 0 a Ca 1 0 a v N v 0 C N a c m c a c 0 N 0 3 c_ Li 7 90 Y oC. O 20Z 20 162 2 c N as w c OFEL 0 La OD c x w O 3 (n Z m 0 2 a 2 F m o �0 o .3 om N C .Z Y a m a m X C 0 j `s m Is C a d `o E p m o a c �a 10 a 0 a o N u -6 C c W N C a o c Is nE c E I- 00 o N.�I ---_-_ oi \ - OLD LYNCHBURG ROAD __ ---1------ _____ \ \o 1 ^ Y- ��'JkMff M6F Mik rff� r,,'Tiff Bill Bw fmw \�. K. ..\� ��. »iii��ii / $ jj - _ -492 493'A9 G OD 495 Z / 6/ 14 'S06' / /iii X / 0 10 o X // � / I - v v � 1 \ \ V 1 I 8'_ v _`� 7 - - - / / // / y1v � //IY A \ \ I I ' /�/ice / � / v/ i ,., ✓ 8 `484,d —0 \ RIZON ��_ / a —26" 1 49_ 1 -488 - �I - � _ - - � h 487-�__ IU UGP _t— — — — Jt1G= —_ _——_�: _ _ \ \ \ ' p / ❑ \GV,I ANC -%'va9 O \ \\ \ \ 'TTERNUTl -(/GT= �` o \\ \\ / / - _ _ / \ \ y� 0 / I ^ 1 _ + I J \\ \ \ \ \ \ \I \ \\ \ \ I-I� N SY6AMORE _ / ` \ \ \ - , / \ \ / \ / \ � _--°SAN - B LANE J� iL1*pE \ UGC`\ uGl i' l ) l I \\ l \ \ \ r _ uJ�rs= uGP J _ J i - - I I ��\o'�n R / I l /' / l / -/- \ \ I Q\ �Iu / / /I / / / / �/ / , / 9 �f`f, G t G / / \ \b 3' — / .r I/I I I l I I \ 11 / If �TUGP— — —1— UG �I 1 1 I 1 1 I l ARITON D)§VE' ~ W-l- I d I I � — —I v u �\ SP' I /OA I \ d1\ \ :/� / \ `�' Li \ \ 11 /_X � / /, � � _ � _ _ \ - _ �•i <1G _- _ � ' _ ', ' / / /� %/ _ _ � \ I I \ \ \ \ I /�l / i 'i ' ''' � ' ' '� ' _ _ - �� \ rn� \ ` � L ` I� - / _ , l l\`� / // / // \ / // v \ \ \ / J UGC // IIl3, l '- I1 —�- _ _ l I I � / , /, // �\ \=_ -___ __- __ %i � .�!II I \ \\• \`�___;,, � �� _ �i'/i / / // /�//, /J/ ! \/\ \�\ \�� /� I I lI l I/ jl � \ \ I I i '�C�L�1�0� �- � J/ / / ' ' I �� / / , '/ / , % /// j//, / l/ / \ - - - - — — — /_ /� �/ i/ / ` 1 1 1 \` \ \ �_ _ \ _ _ _� _ _ _ i / % �j//i i✓'// ///'/ r / / /O /// //, 'G % i1� \ 1 I T �/ _ J /� ' X / 2$' Ai/ //%� _ \ I 'J // yl ud \ _ �� \- �// II 1\ III FRANKW.0 KIII � ti wfil0. 9 zw 12/17/21 M E 0 o N � N 0 > E w v E ui Q LL o 3 p LL wo `mom 0 L smo < Lu V o Jw - uj rn C7W NV vM 30V)x oa =LL xv >� F a o Y � N 00 W M � H Lm z O a V U) w p z O U) W DATE 0511412021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=60' IOB NO. 47118 SHEET NO. L 1.0 L \ (32) HYP CAL ---------- ----- ------- --------- \ \ 3) CEL MAG \ \ \ ■ (6 ILE AME ---\ -------- - �- ----------------------- ---- \ I \ PLTH EXISTING TREE LINE TO _ O v - - ` v ` ■ OF REMAIN AS TRAIL BUFFER ` \ ` (9) ILE GLA \ \ _ \ ADDITIONAL TRAIL -`- ( \ BUFFER PLANTINGS \ / \ \ - 18) ILE WIN - _ - T \ _ \ - - - O L D L Y N C H B U R G ROAD mom (3) COR FLO � ■ � Gv� (54) ECH PUR -� - - 3 JUN EAS - __ (2) CEL MAG Z ■ Z w S7F OHT 30' TRAIL BUFFER �) C ` A z z U FRA W.9K II) � - oHa� - - = — oH7— , - o - _ _ F (3) CER CAN / / art ■ r 12/ 9 �oH� — oNa` OHP oHa— - - - - _ - - - - - ' / ■ 9, 12/17/21j 472' ' A78 ,474' /4%5' — -476 — —_ _ —477 — — -- ---z_ — — — — •— o— • — —g _ �P / / G / / I _ '■— — — APE GP I 000 / b" \ / / (3) COR FLO.- ' O/yr 1 \ / / (3) JUN EAS E O� i °oo 000 / _ - _ - \ l / \ \ \ _ - - � a8 ag6 9,ON N c > E TURF•....° v o °� _ ■ LL W try \ PHASE 9-11 BLOCK v �W 1 T I w w V O / PLANTINGS (1) QUE COC \ a\ / ■ I a o n u u ;Q� \ \ \ > \ \ I ■ I C7w Nv a 00 PARKING LOT 1 1w 1 /� \ \ \� \ I\ \ x ° I ■ 3 O y x v 00 A c l vl vv vv v ■ � v J J TURF �° v I ■ a' z LU LU Z as / - vv / ` \ \ EXISTING STREET TREES : F ¢' o 0 \\\ �\ 1 / I \ °ry > ago ago Lu c- 00 TURF \ / / / / / %� /ka9 \ I / ■ / (z) PLA OCC / / / ■ o ` v / (3) BET CIM I A I ■ v / ■ / BMP PLANTINGS (598 sf) % / // /� \ ■ 0 > w O O /' ■ I z // / / a I ■ �� / I I / / i ■ aFFE ¢o \o �1 ' ■ - I ■ / k I ■ v v / ^`O / FFE 0o : 92.5C�/ / / / / A / / ■ > DATE \ 0 / Y. / / v ° ■ 0511412021 ■ / I e\ ■ 0 >-1 v \ ' ■ v , / / // / // / / / / /// �. k ■ DRAWN BY I I \ j \ ` a16 TURF / (1) QUE COC l / °7 o/ / ■ M. RACHNER ' I / / ' / /�' x / ■ DESIGNED BY PA- \ / ■ z / ■ • PROPOSED BUILDING M. RACHNER / / / / / / / � \ / j / , 1 / • ■ CHECKED BY 1, / , , ' / / // /' / / \ / ° \ 1 ,=FE: 493.00' ■ • - ' \ \ ■ / ■ ' a1 / - ' // / / / - I x / ■ : • F. HANCOCK / - ' " PARKING LOT 1 / / / / // / // / / \°° / PROPOSED BUILDING ■ SCALE -v■ / /' / - _ - _ - - //TURFS I x V �■ —SAN g 7AN co 8 / / S S Ni (1)PLAOCC 8" v / � 4 6,,w � / / / / / / � / 0 \ \ \ I \ 1 1 1 / _ 481" — ---- —--— —— ——————'/ //' / / / ' _ p91/ 11 � 1h°0°oo00, , / v S ° / ' / / ° Q ' U ' I \ ■ ■ -483 j (2) QUE COC ■ / /°oo° / ` \ \ / / I / I x (15) ITE SPRV / / - - - - - - - - - ---- ,o _ 483\ / 18"-24"BRICK �\ ■ / ---- --- �- - ------ SEATWALLS� / %■ 4 TURF \ � ) LE WIN TURF � \ I O LLJ O O - - - - - - - / / . / \ I LL - - --------' \ _ ■ I \ \ \ \ \ - _ - _ \ \ �I °OOop / / . — — 1 _ / ,' / e / / / / / /. (7) LIR BIG 0'] V J LIR BIG ■ Q LIR BIG 7 LIR BIG EATIONAL \ ° \ — ° / .\ Y �(9) ILE WIN / / O � O -4 \ . ° AMENITY SPACE \ \. \ > \ V ' a. / �° o - 7- \ ° —\ \ SqN / (32) ARO LSC \ ■ J / \ ° �..° p .(38) VIB MUF A }} 0 o I - - i TURF ��w (1) MAG ALE ■ ? J / \ I (9) AME GRA\(50) LIR BIG (21) ARO LSC, x q9 �a ■ OU Q SAP(3) ULM ALL / , 493" \ ■ Q I ' TURF _ v ■ Lu tv W 7 /_ - _ v� ii'i ---TURF-- - ---- ---- �■ - W If ' H `Qg3 O A D i------- - - - --- ---_ - �� --_-----__ — — — — ]OBNO. \ X \ \ \ '---------a9ry �-" - ■ 47118 _ — — — — — — — — ' I II E 1 — _ ■ HEE --------,49r 0 20' —4f- _� ■ L1.1 PLANT KEY TREES BOTANICAL NAME BET CIM BETULA NIGRA'CULLY IMPROVED' TM CEL MAG CELTIS OCCIDENTALIS'MAGNIFICK PLA OCC PLATANUS OCCIDENTALIS QUE BIC QUERCUS BICOLOR QUE COC I QUERCUS COCCINEA ULM ALL ULMUS PARVIFOLIA'ALLEE' TM EVERGREEN TREES BOTANICAL NAME ILE AME ILEX OPACA JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME AME GRA AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' CER CAN CERCIS CANADENSIS COR FLO CORNUS FLORIDA MAG ALE MAGNOLIA X SOULANGEANA'ALEXANDRINA' SHRUBS BOTANICAL NAME FOT GAR FOTHERGILLA GARDENII ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA'SPRICH' TM VIB MUF VIBURNUM DENTATUM 'BLUE MUFFIN' GROUND COVERS BOTANICAL NAME ARO LSC ARONIA MELANOCARPA'UCONNAM165' TM ECH PUR ECHINACEA PURPUREA HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' 0 m 0 3 a D 9 0 o X 0 -0z 20 o� c mw E o a c 4° a- 0 (D w 0 3 0w 0 22 o r �3 a dm 2 Y a m � m X0.0 C d N N C d� Eg 06 a c 2c 10 a 0 0.2 a c m m c � o c � m nE L F E L U a a - - - -- -- -- - - - I -\'-OLp LYNC i-■� i — __-/ -------------- - - - - -HB - „l - UR I - G\ - ---------- I - --- — - ROAD I -- op -492 AO -495 LA p PROPOSED `_ \ ,Aga g Gp / PARKING LOT TO BE SCREENED ■ BUILDING TURF \ Ag — /' BY TOPOGRAPHY AND y00 — EXISTING VEGETATION ■ \ 4"\9 ' \ \\ I Sg Zt SpA / GP \ / ' ■ / 49g 4 \ - yoy o� / / I / / DNP/ / a ^ \ 9�, \ / 49g Ogg ^ 5 ^ / /`'� yp0 Gp PLANT KEY TREES BOTANICAL NAME BET CIM BETULA NIGRA'CULLY IMPROVED' TM CEL MAG CELTIS OCCIDENTALIS'MAGNIFICA' PLA OCC PLATANUS OCCIDENTALIS QUE BIC QUERCUS BICOLOR QUE COC QUERCUS COCCINEA ULM ALL ULMUS PARVIFOLIA'ALLEE' TM EVERGREEN TREES BOTANICAL NAME ILE AME ILEX OPACA JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME AME GRA AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' CER CAN CERCIS CANADENSIS COR FLO CORNUS FLORIDA MAG ALE MAGNOLIA X SOULANGEANA'ALEXANDRINA' SHRUBS BOTANICAL NAME FOT GAR FOTHERGILLA GARDENII ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE SPR ITEA VIRGINICA'SPRICH' TM VIB MUF VIBURNUM DENTATUM'BLUE MUFFIN' GROUND COVERS BOTANICAL NAME ARO LSC ARONIA MELANOCARPA'UCONNAM165' TM ECH PUR ECHINACEA PURPUREA HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' ■ /1 (1) QUE BIC \ �\Soo I / / ■ \ (1) PLA OCC \ ^ \ \ ^ \ ^^\SOS ,00Zt 6 ■ \ \ \\ \ O / / / / / / / ■ \ (1) PLA OCC \ s \ \ 51011 1p—I" - - - - / - - ' — - / - - \ N i ■ p \ PARKING LOT 2 \ I TURF O - m I ■ I \ TURF \ \ v _ / ,''/ i' '//141/'` •/ ,' ( /� / \� \ "-'r- `` ZZ PARKING LOT 2 v (3) BET CIM I ` I I I I I to "5p5 PARKING LOT TO BE SCREENED 9 BMP PLANTINGS (757 S�% I w BY TOPOGRAPHY AND ' / ' ' j / EXISTING VEGETATION (1)QUEBIC 8"W 8"W \ I to \ (1)QUEBIC 1 TURF \ \ I I I I ■ \�� 02\/%I*� - \ �oI -- sot /'//, T )� \\ / / A - - - -- ` (14) FOT GAR TURF El * ,TURF oyi 500 / _---- ■ FED PROPOSED BUILDING PARKING LOT 2 -- - -- - - - - / TURF ^ \ \ / / \ /' �' — �l — — / ��// /','/ / ,'/ /' / / I I I \ " ' _ - -■- - - - - - - - - - / \ \ 49 �— (6)ULMALL 494- - - - - -. \ / \ / -/ / / / / \ N _�------------- TURF \ i' \ �j � � ' � � /, 'ice � � ' -_N _■ _ t \ TURF (1)PLA OCC\_ ;'__- %__ _ - _---_-_----_-_--'- — —-_---_--_--_--1- _ - - ■ �H O R I Z O N R O A D Ag2 491 _--_---_- ---_ $"W\ g / /, / , _ _ ___ 8"W A 8"W / \\ \------- / /' / //' / /I J r---_--__- /' ""---------_-- FRANKW.0 KIII � ti wfilo. 9 zw 12/17/21 ^� E 0 o N � N C > E w v E � w w 3 Q LL o 3 0 LL w o m 0 W L M Q�_j U00 -ico —u M C7W NV w 3:o x oa =LL ti = N a oLr; EO1 N 00 W M a� am O ce E E z O a of U U) w 0 z O U) w of F DATE 0511412021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=20' •4n# z U O > Jw w � a ' LLJ 0'] �//�� rU u J aaz _ LL O J a � J Q O Q 0 w Q 0 L2 I 0 U) L H IOB NO. 47118 SHEET NO. L1.2 County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the Plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauiament Operation and Storage: 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not he stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CONTRACT PURCHASER SIGNATURE PLAN VIEW: T HEIGHT VARIES WITH PLANTS 12" MIN. 8/16/21 (DATE) 5/1/06 Page 1 of 1 EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SOI REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP% OF BAL BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS 23, 'ir - • •• a > �3� Mawl- w17RA 1` � • 7L//�/V�� a• • - I a -• :• a a .• Imo•♦ I NOTE: STAKE EVERGREENS U OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL _ 3 X ROOTBALL DIAMETER EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6"SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY BET CIM 6 BETULA NIGRA'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 8' HT. B&B 464SF CEL MAG 5 CELTIS OCCIDENTALIS'MAGNIFICA' MAGNIFICA COMMON HACKBERRY 2.5" CAL. B&B 651SF PLA OCC 10 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1362SF QUE BIC 4 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B 339SF QUE COC 14 1 QUERCUS COCCINEA I SCARLET OAK 2.5" CAL. JB&B 1419SF ULM ALL 19 1 ULMUS PARVIFOLIA'ALLEE' TM ALLEE LACEBARK ELM 2.5" CAL. JB&B I 423SF EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ILE AME 6 ILEX OPACA AMERICAN HOLLY 1.5" CAL. B&B 56SF JUN EAS 6 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. B&B 32SF FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY AME GRA 9 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 6'-T HT. B&B 130SF CER CAN 3 CERCIS CANADENSIS EASTERN REDBUD 6'-7' HT. B&B 124SF COR FLO 6 CORNUS FLORIDA FLOWERING DOGWOOD T-8' HT. B&B 124SF MAG ALE 1 MAGNOLIA X SOULANGEANA'ALEXANDRINA' SAUCER MAGNOLIA 6'-7' HT. B&B 145SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT FOT GAR 14 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24" HT./SPRD. 3 GAL ILE GLA 34 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 31 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ITE SPR 15 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY SWEETSPIRE 24" HT./SPRD. CONTAINER VIB MUF 38 VIBURNUM DENTATUM'BLUE MUFFIN' BLUE MUFFIN ARROWWOOD VIBURNUM 36" HT. 5 GAL, GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ARO LSC 53 ARONIA MELANOCARPA'UCONNAM165' TM LOW SCAPE MOUND BLACK CHOKEBERRY 1 GAL. CONTAINER ECH PUR 54 ECHINACEA PURPUREA CONEFLOWER 1 GAL. CONTAINER HYP CAL 32 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER LIR BIG 78 LIRIOPE MUSCARI'BIG BLUE' BIG BLUE LILYTURF 1 GAL. CONTAINER *NOTE: THE BETULA NIGRA IS TO BE SOURCED AS A MULTI -TRUNK TREE. STREET TREE REQUIREMENTS *per Sec. 32.7.9.5 of the Albemarle County Code. STREET FRONTAGE REQUIREMENTS CALCULATIONS REQUIRED PROVIDED EAST 431 LF 1 LARGE SHADE TREE PER 50 LF (431=50) = 8.62 9 LARGE SHADE 9 LARGE SHADE STREET OF FRONTAGE TREES TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS *per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% OF GROSS PARKING 50,693 SF 50,693x .05 = 2,534.65 SF 2,535 SF 2,768 SF AREA INTERIOR PARKING LOT TREE REQUIREMENTS *per Sec. 32.7.9.6 of the Albemarle County Code. PARKING LOT REQUIREMENT PARKING SPACES CALCULATIONS REQUIRED PROVIDED 1LARGESHADE 6LARGE SHADE 7LARGE SHADE PARKING LOT 1 TREES PER 10 54 PARKING SPACES 54/10 = 5.4 PARKING SPACES TREES TREES 1 LARGE SHADE PARKING LOT 2 TREES PER 10 110 PARKING SPACES 110/10 = 11 11 LARGE SHADE 11 LARGE SHADE PARKING SPACES TREES TREES TREE CANOPY REQUIREMENTS *per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 15%OF THE LOT AREA IS TO BE COVERED BY TREE 175,949 SF 175,949 x .15 = 26,392.35 SF 26,393 SF 27,951 SF CANOPY BMP PLANT NOTES Plant one tree per 250 square feet (15 Establish plant materials as specked in the feet on -center, minimum 1 inch landscaping plan and the recommended caliper). plant list. GENERAL NOTES Shrubs a minimum of 30 inches high In general, plant spacing must be sufficient planted a minimum of 10 feet on- to ensure the plant material achieves 80% PRE -CONSTRUCTION cover in the proposed planting areas within Plant Materials center. a 3-year period. Plant ground cover plugs at 12 to 18 CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT inches on -center; Plant container- If seed mixes are used, they should be from 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE plants at 18 to 24 inches on- a qualified supplier, should be appropriate grown p LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. for stormwater basin applications, and NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. center, depending . plant it the initial should consist of native species (unless the • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO size and how large t will grow. s seedi ng is to establish maintained turf). BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BMP PLANT SCHEDULE BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND BMP PLANTINGS 1,355 SF INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND - Itea virginica 'Sprich' REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY - Cornus serica 'Kelseyi' STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT - Fothergg'Ila gardenii 'Mount Airy' PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, - Ilex glabra 'Compacta' TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. - Ilex verticillatta 'Red Sprite' • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS - Juncus effusus AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION INSPECTIONS/GUARANTEE • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE THE DESIGNATION OF BOTANICAL AND COMMON NAME. FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY INTERFERE WITH SIGHT DISTANCES. OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE CONTRACTOR. BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR WHICH AFFECTS THE GUARANTEE. COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT FRANK W.0 KIII � ~ wfilo. 9 ZF 12/17/21 m E 0 0 U N Vi N Q O > E w a E i- w w UM ¢ 3 p LL 0 wo `mom 0 W L M a_j U00 J — ui .. N rn Lu V (� W U o X LL � Q v U-) F ¢ . Y0M N 2 M a� W J O W M 0 x U� F 0 w Lu x Q Z 0 in 0 t7 LM Z O a_ U U) W 0 Z O U) > w 0 DATE 0511412021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A v , J Q ULij OQ JJ 06 < LLI m O Q a LL Z ^ I..L Z 0- Q Q O U) O 0 O J L2 I ,O V 1 IOB NO. 47118 SHEET NO. L2.0 L OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.