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HomeMy WebLinkAboutSDP202100071 Plan - Submittal (First) 2021-08-20SOUTHWOOD PHA BLOCKS 11 & 12 FINAL SITE PLAN REF: INITIAL SITE PLAN SDP2021-00035 SITE INFORMATION COUNTY OF ALBEMARLE, VIRGINIA TAX MAP PARCEL, ZONING, AND OWNER INFO: 09000-00-00-001AO PARCEL AREA: 8.83 ACRES DB 3375 PG. ZONING 08/20/2021 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09OA1-00-00-001E0 PARCEL AREA: 22.92 DB 4773 PG. 328 ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) 09OA1-00-00-001DO PARCEL AREA: 86.80 DB 3375 PG. 063 ZONING: R2 RESIDENTIAL OWNERSHIP OF ALL PARCELS: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 ZONING: REFER TO ZMA 2018-003 LIMITS OF DISTURBANCE: 4.11 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY BOUNDARY TOPOGRAPHY SUPPLEMENTAL TOPO WILLIAM S ROUDABUSH, JR. 1974 LOUISA AERIAL SURVEYS, INC. TIMMONS GROUP ROUDABUSH, GALE, & ASSOCIATES, INC 2003 P.O. BOX 340 28 IMPERIAL DRIVE ROUDABUSH, GALE, &ASSOCIATES, INC 2015 MINERAL, VA23117 STAUNTON, VA24401 DATE OF PHOTOGRAPHY: 03/23/04 TELEPHONE: 540.885.0920 BENCHMARKS DATE OF COMPILATION: 02/02/07 CONTACT: PAUL HUBER, L.S. (SPOT ELEVATION) AT THE INTX PAUL.HUBER@TIMMONS.COM OF HICKORY & BITTERNUT ELEV=451.0 SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS DRAINAGE DISTRICT: MOORES CREEK 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 MAXIMUM BLOCKS 10 - 12: 2 STORIES 4 STORIES OR 45' NEIGHBORHOOD CENTER SPECIAL AREA: 2 STORIES 4 STORIES OR 50' PROPOSED BUILDING HEIGHTS: BLOCK 11: 45MAX BLOCK 12, BUILDING 1: 35' MAX BLOCK 12, BUILDING 2: 35' MAX AGRICULTURAL/FOREST DISTRICT: NONE SPECIAL FLOOD HAZARD INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES[ ] NO[X] ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. NOTES: 1. ALL OF 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. Table 3: Phase 1 Site Trip Generation ITE AM PEAK HOUR PM PEAK HDUR LAND USE CODE AMOUNT MILS ADT 29 OUT TOTAL IN OLT TOTAL Phase 1 Rosidenha0'1 AparmlentsJTownhomes 220121 270 D.U. 2.000 28 95 12,9 sfo 53 143 Single Family 210 30 D.U. 343 7 19 26 20 12 32 Residential Subtotal 300 D.U. 2343 35 114 149 110 65 175 Commercial Retail 820 25,000 S.F. 944 15 9 24 46 49 95 Office 710 25,000 SF_ 277 43 7 50 5 26 31 Commercial Subtotal 50.000 S.F 1,221 58 16 74 51 75 126 Phase 1 Toraljl 3.564 93 130 223 161 140 301 Phase 2 Residentialltl Aparhrien6(rownhomes 220101 143 D.U. 1.040 15 52 i 1 30 51 Single Family 210 16 D.U. 193 4 12 16 !1 6 17 Residential Subtotal 159 D.U. 1,233 19 64 83 62 36 96 Phan 2 Total 1,233 1 19 64 83 62 36 98 Southwood Total (Phase 1 + Phase 2) 4.797 1 112 194 306 1 223 176 399 Source: ITE Trip Generation, 10th Edition. 1. Residential trip generation assumes 10% of the units volt be single family dwelling units. All others will be apadmenlshownhomes. 2. ITE includes tcwnhomes and apartments in the same category with the 10th edition. 3. The oserall development (Phase 1 + Phase 2) is capped at 5.000 daily trips. To ensure maximum flexibility, Phase 1 trips were assumed to be split elenly between residential and commercial uses. 4. Phase 2 consists of 500 total units but will replace the existing 341 units currently on site for a net increase of 159 units. V Rc r Oak Hill Q J� 0 SITE B7te,r�t �n LOCATION o Hickory Sc �n C1 Jacks, a o VICINITY MAP 1if=1000f DEVELOPERS: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVgqILLE, VA 22902 CX PIEDMONT HOUSING ALLIANCE 682 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 CUMULATIVE SITE PLAN TRIP GENERATION WEEKDAY ITE LAND USE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR CODE IN OUT TOTAL IN OUT TOTAL APARTMENTS/ 220 54 D.U. 400 6 19 25 18 11 29 TOWNHOMES SINGLE 210 26 D.U. 297 6 17 23 17 11 28 FAMILY VILLAGE 1 TOTAL 80 D.U. 697 12 1 36 48 35 22 57 APARTMENTS/ 220 86 D.U. 641 13 34 47 30 17 47 TOWNHOMES BLOCKS 9 - 11 86 D.U. 641 13 34 47 30 17 47 APARTMENTS/ 220 121 D.U. 886 19 49 68 47 34 81 TOWNHOMES BLOCKS 11 & 12 121 D.U. 886 19 49 68 47 34 81 CUMULATIVE TOTAL 287 D.U. 2224 44 119 163 112 73 185 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 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 BUILDING ELEVATIONS - BLOCK 11 C1.6 BUILDING ELEVATIONS - 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 BInGISKIq 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 E2.0 PHOTOMETRIC PLAN E3.0 PHOTOMETRIC DETAILS E4.0 PHOTOMETRIC DETAILS 11.0 OVERALL LANDSCAPE PLAN 11.1 DETAIL LANDSCAPE PLAN 11.2 DETAIL LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS TOTAL = 35 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 A Bryan D. Cichocki Lie. No. 53741 S1tof2, V7f/8 r21 N z 0 f f LM Z ,--I O # In Z U w W 0 O Z U O in Z KO DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N/A i UQ 0> J w J " w Q w fn Q Ib J Q LL n/ LL W =�0 0 U QU O 0 0 1 0 V 3013 NO. 47118 SHEET NO. C0.0 L TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL&PATH TRAIL&PATH REC.AMENITY& REC.AMENITY& TOTALGREEN TOTALGREEN TOTALAMENITY TOTALAMENITY ASSOCIATED STEEP SLOPES MINIMUM RECREATIONAL AMENITIES&CIVIC RECREATIONAL AMENITIES& CIVIC SPACE BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENITY PROVIDED CIVILSPACES CIVILSPACES SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED PLAN(S) (ACRES) SPACE REQUIRED PROVIDED ACRES ACRES ACRES ACRES REQ. ACRES PROV. ACRES ACRES ACRES SF SF 1 1.80 5.97 0.80 0.23 0.05 0.00 0.05 2,000 LF CLASS B TYPE 1 PRIMITIVE TRAIL 405 LF CLASS BTYPE 1 PRIMITIVE TRAIL 8.00 0.80 10,000 2,025 297 LF CLASS BTYPE 2 PEDESTRIAN TRAIL SDP202000048 0.10 1.10 0.29 0.20 0.03 0.00 0.03 1,740 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1,493 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1.40 0.29 8,700 1,491 THIS PLAN 2 TOTAL OF BOTH PLANS 1,789 LF 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 4,415 SF PLAY FIELD SDP202000048 1,866 SF TOT LOT SOOSFNEIGHBORHOOD PARK 985 SF COMMUNITY GARDEN 2,707 SF GARDEN 600 LF CLASS B TYPE 2 TRAILS 1135 SF PARK 5-8 0.00 0.00 1.30 0.12 0.11 0.11 0.62 0.23 0.97 10,500 27,124 3,940SFPARK 4,000 SF NEIGHBORHOOD PARK OR REC. 1,8SS SF PARK AMENITY 2,555 SF PARK 220 LF TRAIL PEDESTRIAN CONNECTIONS 746 LF CLASS B TYPE 2 TRAILS 2 0.10 1.10 0.29 0.20 0.17 0.00 0.17 1,740 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1,493 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1.40 0.00 8,700 0 1,600SF PLAY GROUND 5005F NEIGHBORHOOD PARK 1,059SFAMENITYSPACE 4,434 SF OPEN FLEX SPACE SDP202100006 2,170 LF CLASS B TYPE 2TRAILS b 6,779 SF REC. AMENITY 9 11 0.38 0.00 1.64 0.50 0.505 0.13 0.32 0.63 1.37 22,700 35,870 2,704 LF CLASS B TYPE 2TRAILS: 5,000 SF NEIGHBORHOOD PARK OR REC. 1,493 LF BLOCK 2 TRAIL (BLOCK 2, SEE AMENITY c ABOVE) 1,211 LF CONNECTOR SITE PATHS THIS PLAN 12 0.00 0.00 0.00 0.00 0.00 0.15 0.15 6,500SF ACTIVE USE REC. AMENITY 6,500SF ACTIVE USE REC. AMENITY 0.15 0.15 6,500 6,500 TOTAL 2.38 r 7.07 1 4.32 r 1.05 0.87 0.39 1 1.34 1 1 10.41 r 3.58 58,400 73,010 aTHREE PEDESTRIAN CONNECTIO DISTRIBUT ACROSS BLOCKS 6, 7, A 8 bFOUR PEDESTRIAN CONNECTION DISTRIB ED ACROSS BLOCKS 9,10, AND R 11 SPACE REQUIREMENTS IS CUMULA IVE D MAY BE PROVIDED USING NOT MO THAN SPACES, NONE OF WHICH CAN BE SMALLERTHAN 500 SF DISTRIBUTED ACROSS BLOCKS VSEE INITIAL SITE PLAN FOR VILLAGE 2 (SDP20210n062) FOR FINAL TOTALS �I TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY ASSOCIATED PLAN(S) LAND USE DESIGNATION BLOCK DENSITY RANGE REQUIRED (UNITS/ACRE DENSITY PROVIDED UNITS/ACRE) AREA (AC.) DWELLING UNIT RANGE REQUIRED AFFORDABLE DWELLING UNITS PROVIDED(ADU) MARKET RATE UNITS PROVIDED (MRU) NUMBER OF LOTS PROVIDED GREEN SPACE & BUFFER 1 0 0.0 8.0 0 0 0 0 2 0 0.0 1.3 0 0 0 0 NEIGHBORHOOD DENSITY 3 3-6 5.7 1.4 4-12 3 5 8 4 3-6 3.3 1.5 5-14 2 3 5 SDP202000048 URBAN DENSITY RESIDENTIAL VILLAGE 5 6-18 4.9 7.1 60-127 44 10 35 NEIGHBORHOOD MIXED USE/ NEIGHBORHOOD PLACES 6 0-28 0.0 1.1 0-31 0 0 0 7 0-18 11.7 0.6 0-12 0 7 7 8 0-18 6.0 1.0 0-17 0 6 6 SDP2021006 9 0-34 8.3 1.8 0-61 0 15 15 URBAN DENSITY MIXED USE 10 6-34 14.4 1.8 11-62 16 10 26 11 6-34 8.3 5.4 20-182 0 45 45 12 6-34 0.0 3.0 13-102 0 0 0 THIS PLAN URBAN DENSITY MIXED USE 11 6-34 17.8 5.4 20-182 51 0 1 12 6-34 23.4 3.0 13-102 70 0 1 TOTAL 34.0 150-450 186 101 149 FLEXIBLE USE STRUCTURES LOT GROSS FLOOR AREA (SF) HEIGHT FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. PARKI NG REQUIRED AND PROVIDED TOTAL PARKING ASSOCIATED TOTALPARKING PARKING SPACE PLAN(S) LOTS HOUSING TYPE SPACES REQUIRED SPACES LOCATION PROVIDED 1A-1D, 2A 2B, 3, 6A- 6E, 12, 24, (2 SPACES / UNIT) X (50) ON -SITE, (2) ON 33, 34, (26 UNITS) =52 52 CARDINAL HILL LANE 35A-35C, SPACES 36A-36D, SINGLE FAMILY 39A-39C DETACHED (25PACES/ UNIT +1 (16) ON -SITE, (1) ON GUESTSPACE/4 18 HORIZON ROAD, (1) SDP202000D48 4, 5, 8-11, UNITS) X (8 UNITS) = ON WARDELL CREST 37,38 DUPLEX 18SPACES (2 SPACES / UNIT) X (39) PARKING LOT, (1) MULTIFAMILY(2)6-UNIT (20UNITS) =40 40(2ADAVAN) ON CARDINAL HILL 13 AND(2)4-UNIT SPACES LANE (28) GARAGE, (24) ON- (2 SPACES/ UNIT+1 SITE, (2) ON HORIZON GUEST SPACE / 4 ROAD, (2) ON UNITS) X (26 UNITS) 58 CARDINAL HILL LANE, 7A-7H, 14- =58SPACES (2) ON WARDELL 23, 25-32 TOWNHOMES CREST (140) GARAGE/LOTS, 105+ 18 GUEST =123 163 (23) ON STREET/ALLEY SDP2021006 1-70 TOWNHOMES 24 24(2ADAVAN) 24 ON STREET/ALLEY 70-72 MULTIFAMILY(2)8-UNIT (52)SURFACE PARKING BLOCK 11, (11) ON HORIZON BLOCK 11 MULTIFAMILY 77 78 ROAD, (10) ON APARTMENTS (51 D.U.) HICKORY STREET, (5) THIS PLAN ON SWALLOWTAIL LANE (110) SURFACE BLOCK 12 MULTIFAMILY 105 116 PARKING BLOCK 12,(6) APARTMENTS (70 D.U.) ON HORIZON ROAD VSEE INITIAL SITE PLAN FOR VILLAGE 2 (SDP202100062) FOR FINAL TOTALS PROFFER STATEMENT NEIGHBORHOOD CENTER SPECIAL AREA REQUIREMENT BLOCKS 3-4 BLOCKS 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY MIN. 5' 5' 5' 5' 10, MAX. 25' 25' 25' 18'A 28'A STEPBACKo MIN. N/A N/A 15'E 15E 15,E 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 SETBACKa MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. 0' MIN. MAX. I BLOCK 9: 20' MIN/NO MAX. NO MAX. NO MAX. GARAGE SETBACKc TO COMPLY WITH FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR GARAGE DOORS ARE NOT FRONT ACCESS MIN./MAX. 4.19c / NO MAX ALLOWED IN THESE BLOCKS. ALL GARAGE ACCESS MUST BE SIDE LOADED OR RELEGATED TO THE REAR OF THE BUILDING. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF FOOTPRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. e IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. c THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (3) 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. F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). c FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. OriginalFirofferlsi X Amendment ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-00-00-001A0, 090A1-00-00-001E0, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: _August 2, 2019 33.96 acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NmL) and TMP 90A1-lE (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00- 001A0, 090A1-00-00-001E0, 07600-00-00-051AO (the "Property") which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project'). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are voluntarily proffered as a part of the requested rezoning and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017. 1. Removal of Proffers and Amendment of Code of Development for Biscuit Ran ZMA 2005-00017 included on Tax May Parcel 090A1-00-00-001EO. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parcel 090A1- 00-00-001E0 are hereby removed and superseded by these proffers. Tax Map parcel 090A1-00-00-001E0 (along with parcels 09000-00-00-OOlAO and 07600-00-0051A0) 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. Greenway Connections to Potential Adiacent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase 1, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, 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 northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 30& Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, a Virginia 7rity compan By: Dan Rosensweig, Manager Bryan D. Cichoclo Lie. No. 53741 V7118 -FO vi M 0 x c� 0 x F 0 w w x U Z 0 in 0 0 N Z O E E Z O it a F Z V w m LU 0 O Z O� U) Z .. Z) LU O F Q 0 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. 1� W 1--i 1-1 U) L // w co U 0 > ~ mJ J CwC Q G 2:a w co aaw LL O =�w a =� 0 O LL Q U 0 O p U L2 I Z) ,0 V 1 IOB NO. 47118 SHEET NO. Co.1 L HOUSING MIXTURE PLAN BLOCK HOUSING TYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Number provided SUB201900174& SUB202100019 Number provided SU6202100011 Number provided this plan (S U 6202100079) TOTAL 1-2 N/A -Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 0 3 3-4 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 2 0 0 2 Habitat Single Family Detached Ownership 25%-80%AMI 40years 0-10 0 0 0 0 Accessory Units Rental 0%-80%AMI 10 years 0-5 0 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 8 0 0 8 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 15 0 0 15 Deeply Discounted Units Rental 0%-30%AMI 10 years 0-5 5 0 0 5 Habitat Condominium Ownership 20%-80%AMI 40years 0-20 15 0 0 15 5-8 Habitat Townhomes Ownership 25%-80%AMI 40years 0-30 18 0 0 18 Habitat Single Family Attached Ownership 25%-80%AMI 40years 0-15 4 0 0 4 Habitat Single Family Detached Ownership 40%-80%AMI 40years 0-10 2 0 0 2 Workforce Ownership/Rental 60%-120% AMI N/A 0-10 0 0 0 0 Accessory Units/Carriage Units Rental 0%-80%AMI 10 years 0-5 0 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 0 MarketTownhomes Rental Unrestricted N/A 0-30 0 70 0 70 9-12 Habitat Condominium Ownership 20%-80%AMI 40years 0-30 0 16 0 16 Deeply Discounted Units Rental 0%-30%AMI 10 years 0-5 0 0 0 0 LIHTC Apartments Rental 30%-80%AMI 30years 80 0 0 121 121 f' Bryan D. Cichoclfl U Lie. No. 53741 ,, � 91tofy/ w� oti SSIONAL y�da M E O O N N N 0 >E WUj a LL o 3 � LL i n W O p ti � W L M Q J U m Z w J —v O # N d O N d U) 7 z�y� c w �o� x UU, K K Q W oQ o O n= c N Z U =U>� O vi In Z Ww OU M d � W J Ui 0 D 0 0 o W N W O F- o U 0 N Q � Z p O U7 DATE 0511412021 0 } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. N 1� 06 1� r1� U) �/ , LJJ J � a U e- O > J CwC QLU G L a m p Q a L1J LL ryO rLij C) O ILL z 0 W Q U O M O 0 `2 1 0 V / IOB NO. 47118 SHEET NO. CO.2 DEVELOPMENT CHART RESIDENTIAL UNITS MARKET RATE UNITS AFFORDABLE UNITS GROSS TOTAL AREA BLOCK NONRESIDENTIAL S.F. S.F. TOWN CONDO/ TOTAL# BLOCK TOTAL RESIDENTIAL %OF (AC) CLASSIFICATION AREA(SQ. FT.) DETACHED ATTACHED HOUSE APARTMENT MARKET REQUIRED FOR FOR RENT TOTAL %OF BANKED COMPLETED UNITS DENSITY TOTAL UNITS UNITS UNITS UNITS RATE AFFORDABLE SALE APARTMENTS NUMBER TOTAL UNITS UNITS (DU/AC) UNITS UNITS OF UNITS UNITS 1 GREEN SPACE & 347480 0 0 0 0 0 0.0 0 0% 0 0 0 0 0% 0 8.00 BUFFER 2 1.30 66628 0 0 0 0 0 0.0 0 0% 0 0 0 0 0% 0 3 NEIGHBORHOOD 55118 6 2 0 0 8 5.7 5 63% 412 3 0 3 38% 0 1.40 DENSITY 4 1.50 212995 3 2 0 0 5 3.3 3 60•�0 5-14 2 0 2 40% 0 URBAN DENSITY 5 RESIDENTIAL 218698 4 4 26 20 54 7.6 10 19% 60-127 24 20 44 81% 0 7.10 VILLAGE 6 NEIGHBORHOOD 47916 0 0 0 0 0 0.0 0 0% 0-31 0 0 0 0% 0 MIXED USE / 1.10 7 0.60 NEIGHBORHOOD 26136 7 0 0 0 7 11.7 7 100% 0-12 0 0 0 0% 0 PLACES 8 1.00 43560 6 0 0 0 6 6.0 6 100% 0-17 0 0 0 0% 0 9 1.80 53994 0 0 15 0 15 8.3 15 100% 0-61 0 0 0 0% 0 10 45593 0 0 10 16 26 14.4 10 38% 11-62 0 16 16 62% 0 1.80 URBAN DENSITY 11 5.40 MIXED USE 159561 0 0 45 51 96 17.8 45 47% 20-182 0 51 51 53% 0 12 3.00 130680 0 0 0 70 70 23.3 0 0% 13-102 0 70 70 100% 0 TOTAL 34.00 1,398,359 26 8 96 157 287 8.4 101 35% 150-450 29 157 186 65% 0 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: N/A PROPOSED: N/A L GENERALNOTES LEGEND 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 ACSA GENERAL WATER &SEWER CONDITIONS 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). JUNE 27, 2019 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. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT LINES AND STRUCTURES, AS NECESSARY. STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SUBGRADE. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 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, 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. WAY. (N/A) 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE THE LINE. OF ROAD. (N/A) 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE SLOPE OF 0.004 ft./ft. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 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 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE LATERAL STUB -OUT STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS THE END OF THE DAY INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. CONTRACTOR. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. APPROVAL IS GIVEN BY THE ACSA. 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. 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 CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements Y P sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. Before completing as -built drawings, make any corrections necessary to ensure all improvements are within right-of-ways and easements. 3. Bond inspection: Request a bond reduction or release inspection from the County, which will reduce or release your bond, indicating completion or partial completion, or generate a letter indicating items in need of documentation or completion. The following documents will be needed with your bond inspection request; A. Completed Bond Inspection Request form and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. B. As -built documents per items 1 and 2 above. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. C. Signed and sealed letter from a professional engineer listed and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as `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. 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). 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 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) COUNTY OF ALBEMARLE Department of Community Development 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 construction within an existingPublic right-of-way, inclu ding connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of 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). Bryan D. Cichoclo Lie. No. 53741 V711a -FO m E 0 0 0 N C > E w v E w w 3 Q LL o 3 0 LL - wO `mom G W L M a_J U00 W J -N M to N V Z W w 30'x LL 0 Q v = N N Fva� c O' EO1 N W M a� W J C� am O ce 0 N Z O E i Z O it a F Z U w W� 0 O Z O ul Z > Z) LU O F 0 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 o Cn LJJ a �p F-- 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 SURFACE & BASE SUBBASE SELECT MATERAL 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 STABILIZED SUBBASE _ _ _ _ F�LECT MATERIAL TYPEIOR SUBGRADE 0 0000 oo�o�o�"oo (CEMIM OR LIME STMIUZED) o GEOTE%TLE M57 AGGREGATE, #e DCRUSHED 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 STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAAPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHAG BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X 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 )G()( 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRAINS, 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 DRAINAGE DTCH OR STRUCTURE. M 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. NON TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. �VDOT 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 -UNITS 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 FILL / LIMTS 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. DAHETER sM00TH WALL PVC .103 0.153 SMOOTH WALL PE1 1 70 PSI INN)( 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 THROUGHI.Y HAD TAPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PPE SMALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND SHALL BE PLACED ON A GRADE PMALEL TO THE SHOULDER SLOPE 2 % MAN. 13% DESIRABLE) GRADE. BRIDGE SUBBASE 3. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR UDERORANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP CD-2 - INLETS OR MANHOLES. GATE BABE MA. ERIALDEPTH) 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 MVERT 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. GPEREFERENCE (X"CAI STANDARD COMBINATION UNDERDRAIN XV00 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 TOM 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 (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB i GUTTER. 4. FOR USE WITH STABUZED 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�CFNG P4f�CFNG 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 OM -• -• -• -• -. 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 - aLK(SIDEWALK(SEENOTE 5) VED SPACE oEXPANSIONEXPA - - 4 JOIN' NOTE: WIDTH "B" 2'-0" OR AS MAINLINE 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, THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE I 'D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 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 `vp[]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 Bryan D. Cichoclo Lie. No. 53741 Y7118 -FO M E 0 0 U N � N 0 > E W ai E LU Q U- o 3 p LL w0 `m^ (Y MU LM Q�_j U00 W M J - (n rn (ID N V (D W D �0'x LL p Q = Q. (n = N F Q EO10 N W M a � 00 W � H (ri (Y O 2 (D 0 F p W W_ 2 U Z 0 (n > O Z 4 O it EL F Z U W W 2: 0 O Z U O� U) Z >Z) LU O F_ 0 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) \E NOTE, MIN. 60' DIAMETER MANHOLE STREET SURFACE OR E REQUIRED. z NON—PAVED AREA DROP MANHOLE PVC GROSS SLOPED AREA�8� 0 E 3��STEP"2 USE APPROVED FLEXIBLE RUBBER �T'L PSI CONC. BASE2-0'a 1'-0" MAX E09 NCH SLOPED TO FLOW GASKETED STOP COUPLING ANNEL 1/4" : 1' MIN a': RUBBER COATED STEEL E E 0 — 27' . f— STEPS CAST IN PLACE 3'-0" MIN c E oY 0 Q ('L E F +;,• ; j{ ,. DROP PIPE.: PIPE STRAPSPRECAST ESTADJLESS STEEL)N REINFORCED SPACED EVERY ,:� +•• �1 CONCRETE SECTIONS 12" MIN .+ "0" o �•'rc . 2• VERTICALLY ;:. , - F,, a" BRANCH RING SEALS 16=PAAX 90' RESTRAINED BEND N: 12 y MINIMUM ELEVATION I ,• SEWER .. Q �� / DIFFERENCE ACROSS M.H. 5" 4'-0" E E E , UTL TO E• '9 E ^n +• ' ' a• _ SHALLFROBENLET BE 0.20 FEET. N' + . + �+ • MAINSEW 4 2" CONCRETE , VARIES E PIPE '� DEPTH .DF FLOW FILLETS CHANNEL TO BE PLAN 3/4 DIAMETER OF CONTRIBUTING .� -- — PROFlLE SEWER. a •. , , A FILLETED INVERT OR A SMOG ''� •,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.VERTICALDROPPIPESHALLBESDR26P.V,C,SIZEDTHESAMEASTHEINCOMINGPIPEANDCONNECTEDTO w BE CORED AND A FLEXIBLE NOTE W/ NO. 68 STONE g g O ' $ F THE DROP FITTING WITH STANDARD GASKETJOINT. CONNECTION BOOT 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE E, 1vE aE E •.E of w 3.VERTICALDROPPIPESHALLBESTRAPPEDTOTHEMANHOLEATPIPEJOINTS.STRAPSSHALLBEMADEOF 0 INSTALLED o SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. •y w Nu Nu a� STAINLESS STEEL. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 8� 4L.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. 10 O 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 ASINGLE IO"OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. SHOWING BRANCH TIE-IN TYPICAL MANHOLE FRAME & COVER STANDARD INTERNAL DROP CONNECTION NTS N.T.S FIG. S—I—B FIG. S—I—A N.T.S. N.T.S FIG S-I-D FIG. S-1—C2 TD-31 TD-30 TD-27 TD-25 x 6 METAL POSTS 10'-6 x 4 METAL POST 12'-0" CONC. PAD 1 x 6 crn rnr� 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 DUMPSTER ENCLOSURE DETAILS 1 x4CAP 0VER OUTSIDE GATE VIEW INSIDE GATE VIEW SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. • h SLOPE TO DRAW TO INVERT OF OUTLET PIPE :CTION A -A IF TREATMENT IN DROP INLETS SLOPE TO GRAIN TO INVERT OF OUTLET PIPE UO IUUKAIWN ,wu rL0" LINLS• `— SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES 1v�T SREFERENOE ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING SIEET, OF, REVISION DATE MANHOLE & INLET INVERTS 302 108.OB VIRGINIA DEPARTMENT OF TRANSPORTATION 4 x 4 METAL POST UNLESS )TED POST ELEVATION IMMER ING AIR RELEASE VALVE BRASS OR BRONZE PIPE SUPPORTS OR CEMENT BLOCKS TYPE "K" SOFT COPPER STOP SHED GRADE GATE 24' EMBEDMENT B"MIN SPRING LINE O Lq OF PIPE r�l• NO. 68 STONE — — 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. 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 Bryan D. Cichoclo Lie. Bo. 53741 y�aa -Fo M E O O N � N 0 > E w v E Lu Q U. o 3 p U. w O `6 CC W L smo aJ V J — uj .. rn Z' W Q M 30V)X o-C =LL ti = N =v>� .0, N 2 M a v o00 r�7 Z H O 4k EL F z V w 0 O z O U) z Lu O F Q 0 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. N 1� cz 1�1 U) v UQ O>J MJ W J Q F— < Q LLJ m 0 a Q 06 2°w a � O Q ° Z O O 2 ,O V 1 JOB NO. 47118 SHEET NO. C1.2 L N.T.S. AIR RELEASE VALVE (ARV) NTS NTS FIG. S-3 - FOR BENDS B" & SMALLER VARIES WATER MAIIJIZ - M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS BOX TO METER BOX (SEE FIG. THRU W--7E). -MIL_ I 2- COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BYTHE ACSA. • SERVICE LINE TO CONNECTAT MAIN WITH X"x4"TEE. • REFER TO FIG. W-3 FORTHRUST BLOCK DETAILS ON TEE. • REFERTOFIG.W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE2500P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- WLLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (2701 2' TO 10' 7 CU. FT. 1B'-22" ALVE BOX g88 STONE 42'MIN e' GATE '::: ' -1 VALVE .. 1. � 0" X 8" ti TEE 2500 P.S.I. CONCRETE BASE AND THRUST ; 5�., ,: y: 1n BLOCK AGAINST 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. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 4" DIAMETER BRANCH AND VALVE - WATER PVC SLEEVE THRUST BLOCK VALVE INUR -\ 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-8 i 8MIN. f 17.5' 8' MIN. a . (22.5- FOR COMPOUND METa1) ^ 60• 44" MIN. f J6" a (225- FOR COMPOUND METER) 18 MIN, -0.5'� 37• MIN. 12'1 MIN. IMNGNUT LOCKING ASSEMBLY 1 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 ID-16 USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. , 6" 1 ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND SIZE A 1 B 1 C I D I E I F 2'-3' Y-8' Y-8' 1'- 1'- 2'-D• 2'-0' 1 1/4-3' 1 1/4' -J 3'-0 2'-e' V-6 2'-B' 1 1 4'11 1/4''- 3'- Y-B' 2'-D 3'-0 2' '- 4'-3' s-0 S-8' 2•-B II 3'-s '1 2 1/2''-5 3-2.�'-9' 3'-O X-e''-8. 1 1 V'- 4'-Y 2'-B '1 2'221/2'I W' D X-o S-6 2''-r B'-3 '- 4'- 2''-D Y-B 3 - j5'-I 21/2"'- 8'-0 3'-D"'- 2 1 4' 3'-8 8'-8 3'-0' -9' 2 1 4• '- 2 1 4'-D 3-3. -9" 2 1/2•'-3' 2 1 2• CHART FOR UPPER VERTICAL BLOCKING 3" THREAD 1 NOMINAL AL INSIDE DIAMETER EXTRA STRONG STEEL PIPE CONCRETE CLASS B Im R SECTION HQM- BOLTS STANDARD FACE CENTER OF BLOCANCHOR CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TO-4 Top View 1. -7 6" MINIMUM 4' MINIMUM m . d n e 4" MINIMUM Q. . G a o. NOTE: RESTRAINED JOINT FITTINGS. 42" Minimum CertlOcutlon of 957T compaction requhed 44� Galvanized Steel Beam, V612 x 14 (min. size) 3' m)n. penetration into undisturbed soil , or as approved by the ACSA. Side View a d.4 II' ' I I d SDI I TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 UNDISTURBED EAR;H;�j 2 - 3/4" DM ALL-THREM VALVE L jwi... 24"MIN UNDISTURBED EARTH UNDISTURBED ASTM A36 AND HD( NUT ASTM A588 OYP) UNDISTURBED /- SOIL (TYP) WATER MAIN PIAN SEMON NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH ISLARGER DURING CONS)RUCGON, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES Nis Fig. W-30 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC . SHALL NOT BE LOCATED WITHIN THE RIGHT DF WAY^ VARIES 5' 111 1 1 1 5' I 1 IT V 0 WATER SEWER p C LOCATION OF EITHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 80' MINIMUM WATER & SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL 824 I B" MIN MIN. MIN. MIN, 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDI1ION 4 1 INITIAL BACKFILL a I UNSTABLE e" W. e• e' SOIL 1 • MIN. MIN MIN #68 STONE 4`--• GRANULAR FILL AS •. '' • !:+t-3�'<< • APPROVED BY ACSA ST CK' STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 FOR ALL BI i, FM II P. - WIDEN TRENCH TO spACCOMMODATE ANCHOR IF REQUIRED. M BEDDING AS REQUIRED 1 F• . SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. FEE CU.YD• BEND L H T L H T 90 2.50 2.50 3.01 0.24 a• & g• 45 2.00 2.25 2.60 0.15 20D 2.25 2.5D 0.15 221/2 1.50 200 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.86 3.16 3.21 0.48 46 2.66 2.66 2.77 0.28 8„ 221/2 1.66 Z15 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 Fe-811 45 3.33 3.58 2.95 0.43 3.83 4.00 2B3 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES SIZE. DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 f Bryan D. Cichocki _Z Lie. No. 53741 VII/8 M E 0 0 rn u N ut N > ;_ a E w Q LL o 3 LL w O m UM L M Q J U GO Z H w J -1n F O # Of oN a_ H 7 W 3:O cnX Q � K DC w 0 O 0 4= U U) Z =v > _O 1n U) Z OU LU M 7 W J o w � H v DATE O 0511412021 DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE • N.A. N 1� C6 0 1JJ l-M-1 O J Q Q LU ' cc �,���(( LL W LL O w O Q O Z O 0 T� i O IDS NO. 47118 SHEET NO. C1.3 L RESIDUAL PRESSURE RESULTS (PSI) FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 488.5 490.2 492.2 489.1 466.8 461.3 453.2 443.2 440.5 436.9 432.9 440.4 444.2 457.0 461.8 455.6 451.3 500.0 489.8 490.9 474.7 460.2 448.5 442-8 433.0 44t1 453.0 452.3 STATIC 66.9 66.2 65.4 66.7 76.3 78.7 82.2 86.5 87.7 89.3 91.0 87.8 86.1 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 84.0 86A 90.7 87.2 82.0 82.3 MAXIMUM DAILY DEMAND (MDD) 66.6 65.9 65.0 66.3 75.7 78,0 81.4 85.7 86.9 88.4 90.1 86.9 85.2 79.7 77.6 80.3 82.2 61.7 66.0 65.5 72.4 78.5 83.4 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND (PHD) 66.3 65.4 64.5 65.7 74.9 77.1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61.4 65.6 65.0 71.6 7Z6 82.4 84.8 89.0 85.5 80.3 80.6 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H4 H-5 H-6 I H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 500.0 1 489.8 490.9 474.7 460.2 448.5 1 442.8 433.0 441.1 453.0 452.3 AVAILABLE FIRE FLOW' 2,000 1 2,000 2,000 1 2,000 2,000 1,850 1 1,731 1,677 1,661 1,639 1 1.666 9� O,p Off, n O� BNUCE F. S'IRICKLANB IR z IIC. No. 056612 �oZ Idliffi T ;�o lupo�20 Gu � SIONAL � -r -r ----- N vi 1 i J-1 �� ✓ > E r ai E 1 r r aUo w3 ® r 0 3 J (� 1 �qoui o LJ j�r cHBURG Rpp pq I I 11 W m w ®� a gig ° nnnn 'AVAILABLE FIRE FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO ATASYSTEM MINIMUM RESIDUAL c ti ti PRESSURE LIMIT OF 20 PSI. FLOW WAS LIMITED TO 2,000 GPM. aft - f • I I = > ° o w w w w I ISO NEEDED FIRE FLOW BLOCK 11: APARTMENT BUILDING 2,250 GPM BLOCK 12: APARTMENT BUILDING 1 2,500 GPM BLOCK 12: APARTMENT BUILDING 2 2,250 GPM \ \ 1 ui � OOO }O i1t I i � Oslo ' ' I J-2 a ui Cc C; Cc Cc >✓ BLOCK / uuuu \ ' � 1� o 00www00 w 1 / BLOCK 11 _ gwyq Y qry o BLOCK 9 t W o 0 0 0 BLOCK 2 / ■ a \ \ o n H N N \ / Y z � G � V1 DATE `7 r�i� f� 1 C n o 10130119 - 1 ® ^ I ® �a l� /(%�( II Y DRAWN BY H-5 J-6 H4 P-T' ]! f I r� ® 7 j BLOCK 1 Q J-5 �,® I I 4� S. HARVEY P-9, �' a J DESIGNED 8Y I I 1 1 I I r a s/ S. HARVEY // ` I l� I ` \ a I \ r^ I + 1 ` f�; • CHECKED BY rP�r , I \ \' 3- ®� r^r ®I _• B. STRICKLAND C a ti I 4- r-- l I r' . • SCALE -LIT LANE 1 BITTERN /> J ' N.LS. </ p ; I~~I I' • BLOCK 8 j > � r f ram" p rx \�\ I 1 � vo ® G "\"1 / \. /� M i ; ~ I n ® \�1 r ` - ®°> p o �� \ /r�� U �o '\`\� �o `_'� I I� w CL (D \ ® \ I / o \ \ // z a v v J V I III I v ® ON DRIVE t ` / ! r Fl FUTURE I l J RESIDENTIAL / \ % I I I I� / w / a Q / \\�\ J v UNITS / \ \\ I I % > z LU co BLOCK r`1 t' �.`' }I`;1�® ai® I` /, /` i� ,- w L Q BLOCK 3 000 J 11 A I ri t H_11 I H a v BLOCK 5 \\ 0 2 \ ' ®. w U Ile c) 000 J-12'' .. - - r"�-.-,{ ^� 'ram / / S//� / • ® C t ` ° �, 7 , J ® \i v \ \\ 000 t P-20 LLJ J-15ic�r/ BLOCK 6 000 BLOCK 4� J ,s ;,� e' �'L ;C J ® ® / / l \� �`' \0. BLOCK 7 op, /Y ® i nt� PIPE LEGEND108 NO. - // NEW PIPE 40919 - - - EXISTING PIPE SHEET NO. / / ® C9.0 PLAN REDUCTION (SDP202000048) FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. f� Bryan D. Cichoeld Lie. No. 53741 y%f/8 M E 0 0 0 N vi N > E E W LL o 3 LL - Q W H - n O # d� oN a_ H v ZH 2A, CC W H X U Lu a< Ja w O O ° a c (n = N �� Z O =U ,,, in Z Ov W � M 7 W J n DATE O 0511412021 DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE • N.A. • am N rI 06 TI TI U 0>Q J LL Q IC) LU m 0 J a J LL O LL w,�/ � LL o QU O 0 2 0 IOB NO. 47118 SHEET NO. C1.4 L 04 N O N N O N N 00 21'-2' 10'-91 13-4" 'Igloo ONES ■rDin ■ ■rainor. No Fria, BLOCK 11 - NORTH ELEVATION 1W = III W-5" 13'-0' - NONE - -NONE I& - 9" 13' - 4" 18- 8" 13' 4" 18' - 8" 13' 4" 15-9" 18-4' 16-9" _ ROOF BLOCK 1 526 - 4 3/ A3 FOURTH FLOOR — — BLOCK 11 t, 515' - 4 3/4" 'J A3 THIRD FLOOR BLOC BLK 11 — — — 504' - s" L II ki A3 SECOND FLOOR �IAIII ROOF NONE ■I ■\�J■ ■\tea■ Fil— 1 MFOURTH • • K 11[PHIRD FLOOR •0- f PHA @ Southwood Southwood Apartments - — SECOND FLOOR Hickory Street BLOCK 11 6" Charlottesville, VA 22902 WATER492 —011—Dli—Iil—i�I—�lol—uud Sul—Vuu uu� 1�i— d ,�I 1 I-11 ll� '�- — i lI �� lei 0 �n 0 D°0 II I- =0 o . @ 0 �Ie o o �Do o a oo ELEVATION GENERAL NOTES:: I I III� _ T � II ii CONNCTION 1. ALL BRICK WALLS AT ROOF TO HAVE ROWLOCK BRICK 3. IF SIDE ELEVATIONS OF BAYS ARE NOT SHOWN, ASSUME THE MATERIALS SHOWN ON FOR U.N.O. THE FRONT ELEVATION OF THE BAY, RETURNS BACK TO THE NEARBY ADJACENT WALL AT 2 ALL EKTERIOR BRICK WALLS TO BE MODULAR 3-5/9" BRICK THE SAME HEIGHT AS SHOWN ON FRONT ELEVATION. U.N.Q. 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. Piedmont Housing 13'-4" 18'-9" 14'-0" 21'-4' IV-3" 4'-9" W-0" Alliance dp LIHTC APPLICATION — SON VI IIII.WJI1fL' Lin -_ • • n lossor r iiSii mm V �■■NEM MEN ■■ ■■ 0' ■■ - -- --.- . _--__-_----- — - --- JOB 19048 WBER 5/14/21 RAWN WM, KH, MH, GH PROVED WM, KK 20 © brwarchitects, DD w w ROOF BLOCK 11 COMPLETION ...... -.___...— J - - - - - - 526-43/19 PRICING SET 82 82 sr FOURTH FLOOR REVISIONS BLOCK 11 - 515'-43/4, 11 w B2 B2 3 A2 THIRD FLOOR — - - BLOCK 11 5'-5" A3 B2 B2 3 A � SECOND FLOOR w BLOCK 11 - 492, _ 6„ V • �I 0 �I�O 0 0 rti n T � FIRST FLOOR _ h ; .--, BLOCK 1-1 I� 481' - 7 1/4" BUILDING 4� BLOCK 11 - WEST ELEVATIONS BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. B an D. Cichoc)o '_Z Lie. No. 53741v� O��SSIONALO M E 0 o N � N C > E v E w Uj p LL �_3 UOM0 Z -i O ~ C7 W a z v M 30V,x w 0 0 O i ry z O x > u1 z w 0 v 00 O (7 0 O p � w N WrN O U Q O U 0 N z 00 00 O O U) DATE 0 0511412021 } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. • N 1-I Cz T-I Tess -I r U) Y O U J O Q m J LLI U) Q O w asJa LL O _ LU LU S W U ' ^ Q U v O o O Fees- Z) 0 Y 10B NO. 47118 SHEET NO. C1.5 L N co 1' L0 O E 3 N N N >I m 0 0 J a OD In 0 fV O 27' - 0" BLOCK 12 - A- SOUTH ELEVATION 26' 6" 10' 8" — - — — — — MCLOTH AWNING- ---I 2'l - B2 22.M M 2 BLOCK 12 - A - EAST A2.o „B,. _ ,._a„ 20'-T 20'-r 4 BLOCK 12 - A - NORTH 10 - 0" 22-0 f«e• _ ROOF BL0CK12 526' - 2 31WI e THIRD FLOOR _ BLOCK 12 515' - 4 314" SECOND FLOOR BLOCK 12 5p4' - 6�1 1" DEEP BRICK RECESS FIRST FLOOR BLOCK 12 n 492'-6-6" 22' - Cr' w ill-r 2Z ---------------- ---------------- ' = 10110191 N �--1 llI IN, NI'l Ia-a' 27-a' 27'-r ■■ ■■ ■■ ■■------ -=-- �� ■■■■ :■■�■sue-m -. ••' ir,aLi - - C • W177 i�u W. — — — — BLOCK 12 FIRST FLOOR BLOCK 12 71'-p' 20' - g' 29' - B„ 20,6 3�BLOCK 12 - A -WEST - A -WEST 22 - 0" ,ly-Ir 1 4 b 21 - 0" ELEVATION GENERAL NOTES: I. ALL BRICK WALLS AT ROOF TO HAVE ROWLOCK BRICK U.N-O. 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 27' - 0" 497 - 6" THIRD FLOOR BLOCK 12 fi16' - d 3/d" SECOND FLOOR _BLOCK 12 FIRST FLOOR BLOCK 122 R C H I T E C T S 112 slreel ne charloBesville virginia 22902 434.9&71.7160 br-orchil"is.com PHA @ Southwood Southwood Apartments Hickory Street Charlottesville, VA 22902 FOR Piedmont Housin Alliance LIHTC APPLICATION GOB JOB 19048 WBER 5/14/21 BRAWN WM, KH, MH, GH PROVED WM,KK 20 © brwarchitects, DID COMPLETION PRICING SET A200 BUILDING ELEVATIONS BUILDING SECTIONS FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE. B an D. Cichoc)o '_Z Lie. No. 53741v� O��SSIONALOti M E 0 � o N � N C > E v E W Q UM o 3 p LL w 0LU m V oMo Z .--I W w — n O # rn a(A"v F C7 W a Z a M 30V,x U W p 0 o V U, i ry Z O Fv> z n V1 Wo v o w vi 0 x c� 0 0 p W N W U Q O U p N Q � Z 0 (n DATE > 0511412021 0 } DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE N.A. CL N 1� C6 � N U U o O> J 1 W U) Q Z p ' w _ m J LL O LLJ z J =) Lu 0 Q U O o 0 O M� W 2 0 Y ]OB NO. 47118 SHEET NO. C1.6 L LEGEND I ; Tx of STEEP SLOPES - MANAGED Bryan D. Cichoclo Z STEEP SLOPES - PRESERVED I Lie. No. 53741 EXISTING INTERMEDIATE CONTOUR - - 32_ - _ _ I I I I I II SS ZONAL C EXISTING INDEX CONTOUR 1 EXISTING EDGE OF PAVEMENT _ - EX. EP- - EXISTING CURB AND GUTTER EX. C&G - _ I I I I E PROPOSED CURB AND GUTTER �� I / o CG-6 \ \ \ / / /' / / /' ' ' / APPROXIMATE I ¢ o LOCATION OF I > E _ _ _ / / ' ' / ' / _ _ �_ _ _ - / , / ' /,' /' / / ' / /' EXISTING FHA w v E EX. 15" RCP I EXISTING STORM SEWER -----=------ _ - , / / � /, _ _ _ _ / / / _ LL EXISTING SANITARY SEWER - o SANS - / / /' _ - - - - - - - - - = / , 'i - - /�� i' / / / - - I w w 3 _- ---------------- -- --_- '-'--__ice""\ \ / I ¢LL 0 EXISTING WATERLINE ---W— -/ / // i �� ___' --------- L 41- - wo DAM INUNDA TION BREAK ZONE-�- aJv_or'o z FEMA EFFECTIVEZONEA FLOODPLAIN o o o o o o o o o o ' i - _ _- -� _ a F FLOODWAY ' , ' / ' ' /' / / --�- ����c ����-� r '-�--_ -/ - it / tr '� -----� --- _�-_-_�_ zF ° v V w / / / / / / - / - _ -- ' /----------- L-----4----- / 100-YEAR FLOODPLAIN o 0 0 0 0 0 o FEMAf00 / \ / - _ _ I - LL w 500-YEAR FLOODPLAIN o 0 0 0 0 0 0 FEMA500 ' /� \ \ /' ' / / / j / ' ' , ' /' / ro I / I / / / a 1 \ / \ J 496.9 / / Z z �v>0 O} I I \ 1 / / _ -� = -7 / / ,\---------------- ---------- ---------- ' o "" STREAM BUFFER - s - / ' / 1 / , l I / I I / \ \ 7 J _ - O / / / / / I I / I \ \ \ \ \ �________________________________________ 1 / , __-- ry EXISTING TREE DRIP LINE / / f , / / / I I - a a a \ \- <- - - - a v ' ' ' / ' ' I I --- ---- �- _ _ Lu / ----------- EXISTING- - - L \ w M � CJ TREE 15'OAK l /' ' / / l / l I I 1 I 1 - I y I I \ \ - �.� / �\ \ I II _ \ \ 00 / ' ' I--1---------k-------- s ®� _\ H I I 1 - -r---- \ \ I 1 _ - - _\ I I I 1------- t--- 1 I \\ II 1 I� \, f \T --------!-- - - -+ - - - 1 \ \ I \\\ — �-� I-----1-------�-----r---- \ I I I \\ - ------ ----OLD ------\-- ---ROA- --- ------ ------ - ` I-------1------1------- - I I 111 0.02' I I \ \\ OLD L� YNCHBURG ROA� I -- \ I \ \ 1 I 1-------t----- \ - STA R&)tE 631 _ 4 \------\ ------ k \ \ \ \ \ \ \ \ �� I / I ' --- -------- 1 ---------\--------\- \ \ W C` \ \ ---- <-- ----- - ` O ----t--------t- \ I E�C ELEGTRIC 61STRIAUTIOI� ----- - -----� - - t--- - \ \ VARY G RNV \IDYL I \ J _ - - { --T \ \ 1 LNVEfASE]V/ENT�PR Vl GINIA \ I \ -` ------ --- \ ' - - \ \ - - - - - - - ` --F_ J- -- -\-- �------- --`- \ 1 � 1 PUBLIC SERVIC€ CO \ANY \ \\ \\ \\ \\ \ \ (WIDPHNOT¢PECIF1ED) \ \\ \ \ \ \ \\ �_ \ \ \� \�--------OR) GROUND \\ \ \ \ \\ L �' -- -_� _ - - _-----____ \` �_- p N �I \ DB. 24J PG. 5297 \ � / t - - - - - - - - — - - \ - \ \ \ \ \ \ - - - - - - - --- \ - Lu - ENT YLINKLINE \ _ _ \ - \ — 9 \ \ r�lll \_yam/- ,,- ----- -- - 00 GTC //� i / / / (�C�--- ---_ _ __DATE /wEX�TI GOVERI4EADUTILI ESP / / /-------- --- - - __ _ - > '= / \ . ' 'i TO BE RELOCATED / / / / / G-0511412021 �'_UND�RGR%UND. CONTRACTOR / / / / ' / - ' '- - - - -_ - __ - _ _ _ O TO COORDIN9T€WITH /----- - - - - -_ _ DRAWN BY EX. ELE lf/ STRIB�/TION / Gp ' / — - K. ROESER _ - - - / / / / ' EINE7EAS T F'OR,VIRGINIA I _ - - - - I _ - _ - / I251. p 1/' PUBL/•E R l COMPANY l- //' 3 OF / / I / O.H. ELECTRIC / 1 / _ 9 , _ _ (WIDTH ,S ECIRIED� HP • DESIGNED BY PARCEL 09000-00-00-OOIA0 \ \ \ \ \ ! - - / ' , / DB. 247, G 50 \\ TELE 8) TV LINES o \ / , / / / l l / ' K. ROESER / , \ SOUTHWOODCHARLOTTESVILLELL I I \ \ \ \ \ \ \ \ \ / , -U O _ _ / / , / I I I • / / \ N�IGHBOI�HOOD M06EL DISTRICT 1 I \ \ \ \ \ � \ \ ` \ \ / / - , / / / / I \ �? 510.4 • CHECKED BY Dh 3375 PG. �63 I I \ \ \ \ \ _ / 9p • B. CICHOCKI 44EpW� _ --- , \ I 1 1 \ \ \ \ 0 \ I I I 0 ` `` \ U ' / / / I ` I _ / \ � � � / • • SCALE _— -�--- \ / I 1 I I I \ _ y 1 I III I \ - - - Z \ SOH / l/F r *' HP� — \ I ONP 1"=30' ON O -' EXISTING ELECTRICAL! DISTRIBUTION LINE EASEMENT TO- /' BE VACATED. INSThUMENT (DBI 247, PG. 07) DOES LOT SPECIFY EASEMENTWIDTH. L14ITS SHOWN HERE NAREAPPROXIMATEI � C6 z EX ' (WIDE) C00MUNICAT191#9 EAtEMENT FO4 SOUTHER Z, / I I \ \ I I I I 1 1 /%/ / OFVIRGINI/ INC. & CLl 1Y��h'`Nyl / / � /. I N \ 1 I I � /// J +- -- // I ' /'/'�/ / O�PHONE CO 1/'llll//l / / I I \` \\ II IIIIIIIIII1111` I I I I %)VJ / I Iti \ 1 1 1 /' �' /i /i /' z DB. 930� l�Cj. /1�9 / / I I �A \ I I 1 I 1 1 1 ' (/� 0_ /' V/ 0) \ nj II111 \1 p \ IIIIIII\\ '/'' ^ 1 J PARCEL 07600-00-00-051A0 III I 1 I 1 - � /'' n O 1 ` \ \ SOUTHWOOD CHARLOTTESVILLE LLC 1 / / // I J w W EXISTING l}ITCHES TOE \ \ - - - \ - NEIGHBORHOOD MODEL DISTRICT - - 1 1 1 1 11� / ///,, J SARI REMOVED AS S)\TE IS REG pED ` \ - - - - I 1 1 1 /,// / � 0 BAY 1 , ' \ l / l / / / l l ' \ / / l \ \ DB. 4706 PG. 198 - - I 1 I -- --- -+---I--- —_ - \ - - - - - - - - - / / / / / / // ' \ / / TH CONSTRUCTION OF \ / 1WI 1 1 // / --/-- -�fi(2E TT-T- �--————— — — — — —— / / / / / // , / ' / , PROPOSED ILDINGS `\ , \ �I 1 1 1 11 /// / w °o 1 II /// ��� mco LL Z O _O /, z PROPERTY LINE TO BE I I \ \ / / / O / \ - - - - - - - - - - - - - - - - ' / / / \ \ ` / / - - -_PORTION-0F_S-TRIPE T�B� / \ / / / \ REMOVED WHEN PROPERTIES \ I \ \ / Q U Z - - _ _8� /II/// \\\ \\\\ \ \ \ I -ARE-CONSOLIDATED. \I I\ \ , - - - J J 494. O / / . / /' O \ PORTION OF CURB TO`BE Z DEMOLISHED r. _I HORIZONRC�AD_ { ---' I---- — — — — — — — — — — — — — — ------- —T.. \.____'%; X EXISTING STRUCTURES w TORE19AIN-ANDIM - - - - - - - - PROTECTED DURING 200.60 �-�� \ / _ O TRUCTIOf--------------- 108.05' 472 <\ - - -_� n------_ S�W 308.65' / /l --� _/ 490.8,' ' \ T // PARCEL- 090AL-00-0_0,&IDO \ _ _------- ' / /\ \ ---------IbUTH EL.9-- _ _ , , , - - - r \ OD CHARLOTTES ' / / ' WO VlL � ' ' / \ - \ _ - _ _ - R2 RESIDENTIAL i -- -_ --- - --------------- ----_- / , / /// /' , \I I \ \\ \ �1% _DBBB�37&PG-06 ------ / l i __ /-----_-_- �� IOB NO. 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Cichocld Lie. No. 53741 g/�1z/ M E 0 M O N Vi N c > E w v E Q LL , 3 0 LL ^ w0 ml O-' Ly = M QL-i Vc0 J -m w m vi N (7W V W M I. 30cnx oa =LL ti = N N =v>� I- Q c m s °' N W M 0- v � l- O x (7 l- 0 w Lu 2 Q z O O am O w 0 Lm z . O It a F 6� z V w 0 0 z u O U) z Lu O F 0 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY 8. CICHOCKI SCALE 1 "=100' 1"i cz i Z U J 0 1 J LI (D m _j ` � /^, 2:V/ i co a a /_ LL CL O = � J a z Q O W O O O 2 Z) (O V / IOB NO. 47118 SHEET NO. C2.2 0 C 5 n as > N J U C > 0 0 i2 , 3 0 N 0 0 D a I m 0 a , N I 0 2 0 I s N , N c c 0 0 3 a 90 o O .z 20 o 2 c 2 m w a 0 c m m o. 0 0 x w (D3 Z m O a 2 ro I- , o r E3 0 0 c 2 Y = h X = 0.0 016 dW 12 0 `0 m 06 a c Nc 0a 0 .o m46 a 2 cm c 0 c 0 nm E 0 _ L 1- E L LEGEND: C ___________ y ti 0 CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY - - — DRAINAGE DITCH OLD LYNCHBURG ROAD Bryan D. Cichoc)o Z STATE ROUTE 631 _ _ Ile. No. 53741 (VARYING R/W WIDTH --~S',S -------------- _ APPROXIMATE LOCATION OF _ _ _ _ _ REROUTED U_NDERGRQUJVR — — — — — — — — — — — — — — ZONAL - UGR - — — — — — — UTILITIES (BY OTHERS). SHOWN G FOR INFORMATION ONLY. 0 GT — _ _ GP GP UGP U —OHT — —� 1�, � O P— — G� T� — —UGT — — —UGT — — OHP— _ .rHP— GP �GP GP RETAINING WALL ------- OHP� � � cT MAX. HEIGHT t3.95' � OHT 30' TRAIL BUFFER DUMPSTER PAD - off OH7-__UG7 ~� 7� 18'• ' 12 - ----I----------------�---- ---- - - - - HpLEpRDPOSED—� V� e °e e v ---------------------------- 0 e b UNDER •OE �i II1VILLAG E I SDP202000048•\ 3 SqN / HORIZON ROA / I / / �25 SqN / -VUUT CG- W ENTRANCE \/ 1+ / \ \ I I 25' \ \ O \ \ I Z ' f \\ z I L_ GP GP GP Gp GP o E 0 GP N 0 GP > w v E ¢LLtj 3 OF Gp v LL O w o m I OF aL-uj o Z w w —Lr; O # OF a>NN o_ F Lu Z 3: 0 U dr ° LL w 0 O OF s.. s 71' oQ �� V \ > x Q 0 PROPOSED PROPERTY LINE ~ 0 rnU). T NSFORMER / PER BLOCKS 11-12 SDP w w O ACREAGE: 2.63 AC o v O e.. 00 / UM5,S R I " ` 10' SET PAD e � T /(1 24 p 0 O H ° 0 N c > w O / Q 0 00 c Z 00 O •e',' R VI DATE > / 230.33' o 05/14/2021 " . } DRAWN BY v / K. ROESER 6% • DESIGNED BY a • K. ROESER / SOUTHWOOD APARTMENTS A 6 �� • BUILDING 1 ^ CHECKED BY (9% LIHTC) V • TRANSFORMER • B. CICHOCKI 4 • • SCALE FDC 1 "=20' 18, ° e d R1 • j:i 11.25°+ '!22.50 BEND rn J ^ ' e ° 10' SETBA K FIRE LINE'F' a°. ° •. 22.50 BEN (4) - 5.79" RIS S - - - - - 6' 2" METER 6X2 TEEcz •,v • DOMESTIC LINE'B' a e a, e 90 BGND o °r ° - 45° BEND ° a. d .• �i , e e > '^ e. vJ o J J w m < _ pD ° b e e ° s Q p e e ➢ Q SOUTHWOOD APARTMENTS A Q BUILDING 2 a LL PARK SPACE (9°k LIHTC) }� 06 /6,500 SF O ^ z L.L o O STOP AND ROAD NAME a5 AWNING (TYP.) SIGN (TYP.) O J ° ° 14 8X6 EDUCER O 22' HORIZON ROAD ROW FOR PUBLIC ROAD ACREAGE: 0.43 AC — IOB NO. — — — — "NO PARKING" SiGNS (TYP.) O83 47118 I SCALE 1"=20' F- — SHEET NO. — — — — — — — — 0 20i --to'— C4.0 II --- -------------------------------------------------------------y i LEGEND: -TH O --------------------------------------------------------------------- F TJ 0 CONCRETE SIDEWALK / Bryan D. Cichocio Z —-------------- I ° Lie. No. 53741 �-------------------------_— HEAVY DUTY CONCRETE p �,v ------- c /- _ / HEAVY DUTY ASPHALT �SSIONALGti GP GP GP / LIGHT DUTY ASPHALT GP "GP GP Gp GP I / o E T� — — —ucT— — —ucr— — GP / / / / MILL AND OVERLAY N G GP > E RETAINING WALL APPROXIMATE LOCATION GP Z GT MAX. HEIGHT t3.95' c REROUTED UNDERGROUND I — " - " — DRAINAGE DITCH w .N 3 G OF Gp UTILITIES (BY OTHERS). SHOWN P Q U 3 c I ) FOR INFORMATION ONLY. O w GIP wo oyP_ ��C - _ _ I OF GP I GP a - - O # ' — � o UFO I W ry a F \ oy OF I HP p V) xx U) 2: 1/2/ r '...' .. �\ Y 1 71' DRAINAGE DITCH A (gyp ' I O= N Z o _C I OF UFO F v a' O PROPOSED PROPERTY LINEp I E ry / TR NSFORMER / PER BLOCKS 11-12 SDP OF i M w O f+ ACREAGE: 2.63 AC a v O UM R 8', \ UFO GP 10' SET PAD GP vi i I j d DNP x 10' SETBACK �. FIRE L14EDIP / o ° 18 \ .. � OF 2 / / / a % W SNP Lu Lu DOMESTIC LINE'G' a o 2" METER P/ ¢00 0 CAP TEE & TAP 2" + ° 6' DATE CURB CUT Y4` / ON I O O COPPER INTO CAP R15' (3) - 4.52" RISERS ; 8X4 TEE •': (TYP.) - - � ° :° �;9', '. 9 � — ° 142 2I /SOUTHWOOD APARTMENTS B + 230.33' 2' - ? 0 5/ / 0 ° OVERHANG FOR } 0 DRAWN BY (4% LIHTC) 925' ° ... /,: o ' . • ' • PARKING e:.. g 16 •;: •': •': ': K. ROESER DESIGNED BY 6 5' a : RETAINING WALL I SOUTHWOOD APARTMENTS A 6_- :, MAX. HEIGHT t4.5' • K. ROESER / BUILDING 1 ETENTION 12 14 • CHECKED BY ' e (9% LIHTC) ©' ' TRANSFORMER , _ • O _ B. CICHOCKI _,. ° ° e . ' 9' I • • SCALE FDC A 1 "=20' 241.6''. '.•'.•'.•'. '•; 14 FDC T lP; / > 9' R 15' i / TYP. R1 R3' 450 .. / P. FIRE LINE W 900 BEND DRAIN E DITCH B �\ / 67.1'11.25° + BEND 6 TEE / �,./ : • 22.50 BEND °) FIRE FIRE LANE 26' 6"W I \\ LINEMARKING 6"W ci 10' SETBA K 6'NV 6X2 TEE , V FIRE LINE'F' / SFF 900 R15' rn co s b: F ; p :: sxsPMC Emu -00 0 1Ao - «< / O 1 v°. 22.5° BEND / \ � (4) - 5.79" RIS S S CHA' 1L E CLG . • ' : / I O 6X2 T2"METER cz U / v • DOMESTIC LINE'B' ramC' I \ 90° BEND o 45° BEND R3' / / TYP. n ° Y v ° F I.� / z E LINE'S 10' SETBACK 5'w::°.'° rn \ d> TRANSFORMER <� \ ° u FIRE LINEJ D' v \\ \ O > DOMESTIC LINE'C' w .° FIRE LINE'E' J w \ -_ 0 24' \ Q F m J 6' V ' ° SOUTHWOOD APARTMENTS A 67. Q BUILDING 2 9' 1 101\ a L� / v PARK SPACE (9 /o LIHTC) 1 / \ O 06 :r 0 6,500 SF 2 \\ \ \ I \ \ O O V_ s .. . O / STOP AND o 206.3' \� > A. s / p ROAD NAME aGJ AWNING (TYP.) 5' SETBACK SIGN (TYP.) 2 IV I / -R25 S AN Q1 ° ------____ i - /VDOT CG- / / ENTRANCE / 14 20' - R20' 8X6 EDUCER ' - - 21 20' \ — 22' HORIZON ROAD HORIZON ROAD 90° ND - _ - - - - - v 25 ROW FOR PUBLIC ROAD — ACREAGE: 0.43 AC W — — I ]OB N0. \ I I — — — — "NO PARKING" SIGNS (TYP.) _ — J / NP 47118 r • SCALE 1"=20' icz, i I I SHEET NO. L_---------J ___J L- i �/ i I I 0 20' 40' C4.1 i— 0 I °° 1 ) ° I �PO83 ° ° 1 �I �I - - / = \ Bryan D. Cichoc)o d° ° Z Lic. No. 53741 - �- - SCALE 1 "=100' - o° _-\- -- - -/ EROUTE R3rO} 1 L_d_°- -- -- -- -_-- - _-- -_- -P _ - / ---- ------ --- --- _0 "V - \ \ _ /t fU1a- SIONAL - _ o OLDVNCHURG 0 100' 200' - 110.02' /W--------SITA. -------------- 1914T r--------1 0o°\\ \ \ o �o 0 I o o �-- OMHCP/LOiP i--%T_CE G / GP pNP v rvNw E - 0 0 /W ° �Io VDOTJSIGHT 330 ° 3 oo o \ MANAGED DISTANCE / MU MU Iw0 0 STEEP SLOPES EASEMENT `m �oo Z ° \\\\ (TYPICAL) / �C gMUU1 iIU MUI 0 ' 0 ° F ac7>ovry 0 ow a 4o In w \° /� /°' 0 o° 1+1 0 0 e ° \ ° a ii-�-_ -- -- -- -- -- -g- I -- -_-- -=-- -- =-- -- BLOC1 �V �v°MLu o ° o 4�0�� 0 °° ° �P ° w ° _1 � ° 0 STREAM BUFFER/ °° ° / L� 1 n0 ` �J = - \ 1 o FLOOD PLAIN o 1 �1 - O O ` 9 o CONSERVATION AREA I : l /° / '� C O j of 0 0 /o ,.� °o / / k\\ JI c> n i ITTERN TL6N�----- --- �j // / F 0 / . �,pHP 00 o-� / \ O /� \ I \ _ / M> 'On - f AN I / ' / I z O o -0 pDATE _- - - - ° ° - _- - - - ° 9 �G\ D D o - \ ,h L\ / \ LI ° / V / ,(� \ l; / 1 °" a 0511412021 / 0 11 ° o ° / o OG D D c / I �-�- O p // \ \ - _ D� - I 0 �`� \f i'a I o .>Z-Fo ° _ ST O O I r .J .I� \ \ J C. I I ,F 4' J , / I 1 I DRAWN BY °00 ` 00° // �BL. C 1 Cc - _ I�U -- \ / \\ \ \\ \ fix- \ w �_ `. g K.ROESER �/ \ v v n -AR I i� ° ° o 0 0 0 0 0 0 0 ° ° // / cN 1 g7I I I o �' / .� 0 . - • I II //J ��/ 1 1 I \ \ \/� �/\ \\ \�y/y� \V� \\\ /G' I u // 4 DESIGNED BY - SP \X/ � \ ^ \ I w moo? • / 0 - 0 0 L ,I I / V� \ I I I--) • CHECKED BY o (I ( yAo'rj ° `� I� / A U DU f , ` ^ *e �'� °�rP� nO U I7 • B. CICHOCKI °� ii '8/�F BLOCK 3 ```` A u C ��I1 �1 I r �J\J \v ��/ \' T\\ // /I I I ALE 15C100' ° (jj2(~�G aS_1�� IN LVVf\5AU AD _� I I 1J Uc�1� U U� / ' \\ I '�J% o°° A U \C �^ UGT �° I� / °d° SPxA i o AD ► II - / 'n '� In�' o I IIf - O A U °°t y j� p I C- / / l AA�� l'/` /3 \ /�/ �' �� � ""l\/ T I \ BLOCK 6 /7 Q0' / �I \\ j / \TI \ PRIVATE20'SANITARY �` / I / c ' \ `$ • / p\ �/ \ o °° SEWER EASEMENT I BLOCK 4 x � 0 �_ I \ ! s �D.B. 2984 P. 688 ^ SLOP ° \�� \` \ TYPICAL)/,V." o \� / / vv / J / VG o<. 11oN Poo -.e/ �VV \\ \ y U) \ \.00' / , /� \\\�� �\wo ° K�gTPE BL 7 /� L-] / , w\ I iL �4 G \ // // 4�> CO VIP \ \ Q \�\ J n 1_ \ I . � �a cO° ° o SqJ 0 I uJ Ll o ° ���� �� o l E 20' SANITARY i - C v�`�s \ \ \ n `,s a LL \ 0 EXSAN.MFf'17 ! ° \ ?� / J 11 °\ 7 / c V O 06 0 LVp �� WER EASEMENT / � - - -UGP / y�� / Eyyw.a ^ n I rr nn � BUF (WATERTIGHT) 31 8. 2984 688 i UGT \ 0 �� / V \rcv-,rao \ \ \ / \\ ❑ I I 1 V °o �i• TOP = 398.1 �� P / 0 \ \� \�� EXSANMH26 /.- / /� © y - Cam. \ Y z o ° LIQ 99P.8o o 0 0 0 ��� (WATERTIGHT VENTED / G� aQ / / %� UGT / / \ \ /� C \ ;•' s 0 u co 0 0 0 0 \ o �.@ 0 TOP = 396. 0 0 / ( ' / / / \ \ / /'y�J� -'1 ��R \ \\ \ tJ`/ ' D °0 0 0 ° ` ° 0 \ L`L=°3�D.� o / / O - 1 Oj/ _ - // !/ //� �Q/ /` \ I 1 1 i L \ \ / G O o \ \\IO=39 ❑ I �W �/ S / \ \ ❑ \ O TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY ASSOCIATED PLAN(S) LAND USE DESIGNATION BLOCK DENSITY RANGE REQUIRED UNITS/ACRE DENSITY PROVIDED UNITS/ACRE AREA (AC.) DWELLING UNIT RANGE REQUIRED AFFORDABLE DWELLING UNITS PROVIDED (ADU) MARKET RATE UNITS PROVIDED (MRU) NUMBER OF LOTS PROVIDED GREEN SPACE & BUFFER 1 0 0.0 8.0 0 0 0 0 2 0 0.0 1.3 0 0 0 0 NEIGHBORHOOD DENSITY 3 3-6 5.7 1.4 1 4-12 3 5 8 4 3-6 3.3 1.5 5-14 2 3 5 SDP202000048 URBAN DENSITY RESIDENTIAL VILLAGE 5 6-18 4.9 7.1 60-127 44 10 35 NEIGHBORHOOD MIXED USE / NEIGHBORHOOD PLACES 6 0-28 0.0 1.1 0-31 0 0 0 7 0-18 11.7 0.6 0-12 0 7 7 8 0.18 6.0 1.0 0-17 0 6 6 9 0-34 8.3 1.8 0-61 0 15 15 SDP2021006 URBAN DENSITY MIXED USE 10 6-34 14.4 1.8 11-62 16 10 26 11 6-34 8.3 5.4 20-182 0 45 45 12 6-34 0.0 3.0 13-102 0 0 0 THIS PLAN URBAN DENSITY MIXED USE 11 6-34 17.8 5.4 20-182 51 0 1 12 1 6-34 23.4 3.0 13-102 70 0 1 TOTAL 34.0 150-450 186 101 149 C \ 1 - UGT/ ❑ \ C. o \ 0 U) MH25 9X.SAN0 \ \ / (��� ^ I n �\ ^ y / G) / (WATERTIGHT) o � o TOP = 396.2_„ o > / 0 TJ ' o LO.=3vv �9.8 dlI� l /� l' �I 1jJ \\ \-I oj r - \ i0/11 0 i UGT o / / I° 0 0 I �I / /\\ \\ NG = - -UGT --- -UGT --------- _ °° ° \ I ° ° \ I °°° I I I I I I I ° ► , I , I I i�r ° ° �v ° ° ° I I I I I o I APPROX/MATE I° LOCA T/ON OF °` EX/STING FHA \ \ \ o °I / �r _ _ _ _ 0.32 AC FUTURE ROW DENSITY RESERVATION FROM PARCEL 1E o -- - - -— — — —� — — 1.40AC FROM PARCEL 1A _ __ ________ ___________ ___ ---- -------------- —� I ------ OLDLYNCHBURGROAD � �--- � 4.6E ACRES TOTAL ----- - �� - >I If STATE ROUTE 631 0 1>0. - ---- �- / o \ \ — — �- — -- _ — — — - - - - - - - ----- - oLDLYNCI-IBURCROAD DENSITY AREA FOR — — _ _------- o \ \ � P II (VARYING R/W WIDTH) ~ ------___ � \ � _ - - �- - - - - - - - _ II I----�7ATERIOU7E631 �----f ---- - � -- /°° \ i / J - - - - - - - - -------- Y (VARYING R/W WIDTH) --�------- --- -- B O � -- LOCKS 11 AND 12 P GP—-L-7 EP \ i ---- E ULT GP L — ' H ----- 19>.47' I / - - - - - - T- o / \ O. . ELECTR/ TELE & _ — F=".,a LINES _ Gp of a/ / \ UFO GP I n D. Cichocld Lie. No. 53741 ^� E 0 �U N � N C > E v E w i- 3 w w Q LL 3 p LL wo o g� aLuj Vsmo Z -n .. O it ° ULu Z w r-. l. 30V)x u') Lu p 0 0 O X ry z O Fv> ul z w w 0 v 00 � H x 0 D 0 � N F N VQ p N 00 Z 0 O HORIZON ROAD 7�dy W OAK rl \� 26" — / .28 AC FUTURE ROW DENSITY cz BEECHI l I I I �O RESERVATION FROM PARCEL 7E • — BLOCKLINES TYP.� —�� (/ rL_� O ^ / OW PROPOSED WITH * 1 ji I /\ I I .11 A F !p AA EL 51A z a ` \ ~ \ \ ` - �- —�I - \ SDP202000048 '.19 AC RE A F-r 1 — 34 AC FUTURE ROW DENSITY — B O tllD TED INTO Q PARCEL 09000-00-00-001D0 \ I I L — R BLOCI 2 RESERVATION FROM PARCEL 7 E = = O 12 1 J �-�- I i \, —UGP�`= .04 AC FUTURE ROW DENSITY�u T — — _�� = UG= RESERVATION FROM PARCEL 1D /TTERNUT LANE - - - / W.OAK�\ / I �/ I - - - �_----- �� TOgA. I / omo ��y� '0�3 -- / VV �\� ❑ i z J J uJ / 1 I �-SAN _ / V ^ J / I !\ \ \ \ O SYCAMORE®c\\ / \ _ _�- \�/ �,x I T VV' �� \ \ \ \ \ \ I I 1 I - = f-SAN i / / Lu W I III / �� I 1 --❑ 1s" / \ �� Y\ l \ ! f \� V " I \ I� I III�I =P— _ / / Q o z `, _ T MAPLE G1 \ UG'T l l \ \ \ V ❑ I I Z / / I 'o'\ qO �5� + ' ^ L _ _ _L I y�� / / \ \ GTE Jam. I I / / / / ��� \\ POPLAR ® I UG/o vJ UGT -� \ / j - — UGT� --UGP— — - A a ^� I I '�ny 7 UGT� � o \ \ ; I � �I \ �\ —I �;y I\9 IA O of UG nn .G I LEGEND: LU IARTONDR/VE ~W— _ _ — — �W� AREA FROM PARCEL 1A —W— f /-- -- — s� C j \ %\ \ \ v \SPA AREA FROM PARCEL 51A FUTURE ROW DENSITY D I I 1 RESERVATION FROM C I I I 1 0 PARCELS AS LABELED — — — — 1- I I I `►! 1� 1 1 I �gq S = N;2 \,\�u�rny /� O \ ✓ - "/ \\\r ^ \\ \ \\\\ ` , I 1 IJ \ ri I '' / \ \ \\ I1�X I Np.Oa� ]OBNO. \ `J — /� \ I l I 47118 � 1 ax �25' �/� SCALE I"=GOB SHEET NO. OA I 0 60' 120 C4.4 L • � • I g��r����,�p .11 �40�e� •r �'���,��1y■1��®$g�"/ 0�5� -'I�I A���:. ..y+ RI±EI�,I�,I �`!�• e • � ®®eV �lp� � - .i �! 79�� ��( pE..Cllf! �_m. �7 . � L ' ' � ' ��. II �!' ' � 1���l-�.-�-�'-.�.�-�-�- 111 P �������r; �7r^�Pi � ■NZ��i. �+►+., a. ��; .�� � girl l���i��..• •" . , :•� �r��lAe.°``a" �, � I'b� ti� '/I►.� � ■IGC��I�� �N� �1i�d�rNi■ �Ni ► ` � - �'_' O/ �� ...� �. I"'1 ■ 'lop1� MAIN OF �aiiw-hA, q _m;1!1 pp,;, I Lei m I � Hryan D. Cichoc)o 'Z Lic. No. 53741v� O��SSZONAL Gti m E O M O N � N C > E v E w �vw3 Q U. o 3 p LL �-3UOMO Z .J. - ui O # 00 a ~ 0 1 � � z v M Lu 30x w 0 0 O Ln i ry Z O Fvako U) z w o 7 00 � H O v ONLY I 1�\ �o ° ° / / °''� n _ \ _ _ -e° / \ ..iZ\ \ \ - - U UGC- 0,`S\' �/ ; w F N 1 p, V 1 1 °0T L I n �/J 000Q 00o0o 0°° °°o o/ ° ° o 0 0 0 o 0 0 0 / DATE U GAu ° 0511412021 o (2707 SF) DRAWN BY K. ROESER I I BLOCK 1 °r " PER SDP202000048 G'� ��8 t �P / I \ \ DESIGNED BY ' III OVAPPROVEN o s EP / D O' \ ' \ \ j ' kk I I v' / c • K. R E ER ° I� I � �8 / � LOCK 3 1vz3lzozo. 1 � 1 � �i � - / � � � l I - f� � I I • - Q 1 °�° -LTPROVIDED l� OR �\ ✓ �I cII u REFERENCE ONLY U• ¢y o.� •• • CHECKED BY °o TYPE 2RAIBCICHOCKI (746 L(2555 SF) UGo °(CLASS B TYPE 1 SCALE° PRIMITIVE � °° 1._I00' 00 / 405 F) PLAY FIELD 0 0 1T TL T 111 � \ I010,�..i / IIto /. l • °°° I Y\\ o , PA 8F) OwFk / /L)G \000, �\ PRI�BLOCKARY _ - BLOC 4 ° �\ ° e SEWS PRESERVED G f ° \ \� D.6. 2 6 STEEP \ \ o� SLOPES wwoonolt � o \\� \° TYPICAL) (185 .../� rr� //�loom 06 ".o v\� V °or IN TE) > /� ♦ V' \ \ BLOC ° a� \ \ U o Pa ? `I ° ° \ \ ` \ \ o ° TRA . - _ RI g i i L NNIIO>a TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY °��� J IXs4� / c ® l J OPEN SPACE OPEN SPACE TRAIL &PATH TRAIL &PATH REC.AMENITY& REC.AMENITY& TOTAL GREEN TOTAL GREEN TOTALAMENITY TOTALAMENITY a/ /' u`wip0�_\ ASSOCIATED STEEP SLOPES MINIMUM RECREATIONAL AMENITIES&CIVIC RECREATIONAL AMENITIES& CIVIC SPACE ° Q w BLOCK REQUIRED PROVIDED AMENITYREQUIRED AMENITYPROVIDED CIVILSPACES CIVILSPACES SPACE REQUIRED SPACE PROVIDED SPACEREQUIRED SPACE PROVIDED o>� Q c° y g PLAN(S) (ACRES) SPACE REQUIRED PROVIDED T� - �/ 6 w (� ACRES ACRES ACRES ACRES REQ. ACRES PROV. ACRES ACRES ACRES SF SF= 1 1.80 5.97 0.80 0.23 0.05 0.00 0.05 2,000 LF CLASS BTYPE I PRIMITIVETRAIL 405LFCLASS BTYPE IPRIMITIVETRAIL 8.00 0.80 10,000 2,025 � ^J � / Q 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL LL SDP202000048 ; ❑c -� 0 , _ - 0.10 1.10 0.29 0.20 0.03 0.00 0.03 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 0.29 8,700 1,491 - \ Q ' `- _ \ c Z THIS PLAN \ \ I /, � w 2 TOTAL OF BOTH PLANS 1,789 LF �, \ \ ' C \ •\ \ Q OU O 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0\� / GI U n' _� �� 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,415 5F PLAY FIELD 0.00 0.00 0 0 ` ' ^, / : / % I / C� \ O SDP202000048 1 1,8665E TOT LOT / 0 / / / . - - UGT� ❑ \ \\ O SOOSFNEIGHBORHOOD PARK 985 SF COMMUNITY GARDEN e/ / - / 13 2,7075FGARDEN / / \-� / i y o 600 LF C LASS B TYP E 2 TRA I LS a 1,135SFPARK 5-8 0.00 0.00 1.30 0.12 0.11 0.11 0.62 0.23 0.97 10,500 27,124 \ 3,940SFPARK - /� <�.�"rt / /\� 4,000 SF NEIGHBORHOOD PARK OR REC. 1,855 SF PARK C / � AMENITY 2,555SFPARK- 220LFTRAIL PEDESTRIAN CONNECTIONS �� �p�p P r-3 \. 746 LF CLASS B TYPE 2TRAILS 2 0.10 1.10 0.29 0.20 0.17 0.00 0.17 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1,493 LF CLASS BTYPE 2 PEDESTRIAN TRAIL 1.40 0.00 8,700 0 1,600SFPLAYGROUND SOOSFNEIGHBORHOOD PARK 4W 1,059 SF AMENITY SPACE \\�jUGP \ / 4,434SFOPEN FLEX SPACE SDP202100006 y 11 0.38 0.00 1.64 0.50 0.505 0.13 032 2,170 LF CLASS B TYPE 2 TRAILS b 6,779 SF REC. AMENITY 0.63 1.37 22,700 35,870 \, / �UGT 2,704 LF CLASS B TYPE 2 TRAILS: f 5,000 SF NEIGHBORHOOD PARK OR REC. 1,493 LF BLOCK 2TRAIL (BLOCK 2, SEE -UGT / AMENITY ABOVE) NOTE: THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO 1,211 LF CONNECTOR SITE PATHS BUILD -OUTS OF PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THIS PLAN 12 0.00 0.00 0.00 0.00 0.00 0.15 0.15 6,500 SF ACTIVE USE REC. AMENITY 6,500 SF ACTIVE USE REC. AMENITY 0.15 0.15 6,500 6,500 THE ISSUANCE OF THE 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE TOTAL 2.38 7.07 4.32 1.05 0.87 0.39 1.34 10.41 3.58 58,400 73,010 PEDESTRIAN CONNECTION TO THE EXISTING SOUTHWOOD NEIGHBORHOOD aTHREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 CONSTRUCTED PRIOR TO THE ISSUANCE OF THE 300TH CERTIFICATE OF 6FOUR PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 9, 10, AND/OR 11 OCCUPANCY IN PHASE 1. IOB NO. 47118 SHEET NO. C4.5 NOTE " II THIS SHEET IS PROVIDED FOR INFORMATION ONLY TO ENHANCE CLARITY OF EASEMENT AND PROPERTY LINES. - - ---------------------- i II 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 I RECORDATIONS. OLD LYNCHBURG ROAD STATE ROUTE 631 (VARYING RIW WIDTH I I------------------------------------------------------------- - -10' PUBLIC ACCESS I c� - - - - EASEMENT (PER SDP2021-006) — - - - - - ~ -------------------------- -- -- - -- - - 1 _ _ _ _ - - - -fNGRESS AND-Y ---------------- ACCESS EASEMENT& GP STORMWAT R ACGES GT _ _ GP GP Gp HT — — — — — T — —O T — _ _ _ —OHT — _ OHT 0 ' U T\ — —UGT — —UGT — — OHP— OHP— _ — _ GP — _----_--_ — — — — ___ — OHP� 7 _ I —--------------------- vim_ _01 �� SOH ` ---------------- I I / ��OHPI _ I\ I I I I II I I II I I I I I � I I II I II J- I I I I I II I I II I I II I I II -Lr I I I I I I II a CIO r z- SA LEGEND PUBLIC DRAINAGE EASEMENT ❑INGRESS AND EMERGENCY ACCESS EASEMENT & STORMWATER ACCESS EASEMENT ACSA SEWER EASEMENT ❑ PUBLIC ACCESS EASEMENT ACSA WATERMAIN EASEMENT ® VDOT ACCESS EASEMENT i. / i / 20' WATER MAIN ACSA EASEMENT b ,\ I •> > e S s � > V HORIZON ROAI HORIZON r UAD SOUTHWOOD APARTMENTS B (4% LIHTC) EX. 2' (WIDE) COMM UNI ATIONS EASEMENT FOR SOOT ERNNET OF VIRGINIA, INC. CLIFTON FORGE W NESBORO TELEPHON COMPANY DB 30, PG. 176 °.� '°' •' a C • I � I SCALE V=20' 0 2U 40' ff lhyan D. Cichoci i Z Lie. No. 53741 v� '&&IONAL / 117118 ---- iP GP GP UGP o E M O c � GP > E w v E Lu UFO GP ~ w 3 LL O p LL I UFO _j o z > —ui o it aoN UFp c7 w `" � a ~ a. Z F w M Z 3: o xQ U) j a LL w > �Q �� 0 O UFO off v > � 0 H _ OHT� o ry > v� L o OH W J / OHP� H •• v 0 ° 2 F I • w N w N e / O O V_I DATE 0511412021 0 DRAWN BY V . K. ROESER e ' • DESIGNED BY aa' I a / • K. ROESER / SOUTHWOOD APARTMENTS A • CHECKED BY BUILDING 1 (9% LIHTC) I • B. CICHOCKI • • SCALE a • S J PUBLIC DRAINAGE O EASEMENT , ^ V 1 ' ]OB N0. — — --------- -- 47118 I I I r SHEET NO. I L--------i C4.6 L LEGEND --------------------------- PUBLIC DRAINAGE EASEMENT I II II ❑INGRESS AND EMERGENCY ACCESS EASEMENT & STORMWATER ACCESS EASEMENT I I � ACSA SEWER EASEMENT y � I 5 ❑ GP1-- PUBLIC ACCESS EASEMENTEl UGT — — ACSA WATERMAIN EASEMENT � ® VDOT ACCESS EASEMENT I c 1 l: s � V s' SOUTHWOOD APARTMENTS B p ° (4% LIHTC) d / EX 2' (WIDE) COMMON, TIONS / EASEMENT FOR SOOT ERNNET OF VIRGINIA, INC. CLIFTON FORGE W NESBORO TELEPHON COMPANY DB 930, PG. 176 _ - NOTE i `rH Q�i -- ----------------------------------------_ 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 a� FOR APPROVAL AT A LATER TIME AND FOR USE IN Bryan D. Cichoci i Z / — — — _ _ _ _ _ _ _ _ _ — — — RECORDATIONS. Lie. No. 53741 �SSZONAL Ol oz 3P GP GP E 0 GP N c G GP / I > E w � E UFO GP GP I w P w 3 Q a o 3 LL I UFO GP I GP GP ¢ o oo v z a u O it � a>oN r- UFO GP I �HP z F ;3 v w UFC I I HP 3 O 'n a w� a i 0 O v _UFO off x UFp GP v zo H _ _ OHr� I ~ E > z v OH T OF i a Lu 00 W J / �OHP� I GP l0 H OF / OHT, _ GP � OHP� 4— N UFO I M O — r -- OI — — OHP OHP OHP— — I HP P OHP O (7 O _ H UFp = / 0 _ _ ` / F OHrP _ > N � 11J N U 0 N Q zz 000 ; DATE a o 0511412021 ♦' ', DRAWN BY a K. ROESER 8 • DESIGNED BY � I 0 / • K. ROESER SOUTHW BOD UILD NGAPARTMENTS A / I • CHECKED BY (9%LIHTC) I / � • B. CICHOCKI Tp•' ` ACC S INGRESS SEMENT &ENCY • • SCALE � STOR WATER ACCESS • /� 1"=20' ' ¢1�... '' '•''.'. CURB NT ALONG FACE OF / • _ — N S \ I L- - - - - - - PUBLIC DRAINAGE EASEMENT r- - - - r-I i_ 1 r- --r L - \ CZ(I\. / I \ I -20' ER MAIN \ AC EASEMENT v \ O > Z \ J J J \ m ac a \ G \ m Z aQw C) Lu \ a VDOT ACCESS EASEMENT z \ (FOR TURNAROUND) \\ \ Q OU w O 0 T� i O O a'3 IOB NO. NP 47118 SCALE 1"=20' SHEET NO. 0 20' 40' C+4.7 L I------4----------- - 1 I I-----F-----------------------\-------- I I 1 I 1 1 I I I 1\ \ \ \ l- ----- \ \ ---= .------------------��-------- 1H OF ( I `` } \ I II I I I \ 1 \ \ �\ \ I ---------------- 1 \ \ 1 1 I 1 - \ \ -__- 1 \ \ \ \ \ \ \ \ \ _------- - I ------------- F----------------- 1 \ \ -- I\ - -\- 1 \ I \ _ - Bryan D. Cichoclo_ ---a-------� \- \ \ 1 \ (LLD LYN(j� BURG ROA \ \ \ \ - , \ \ \ \ \ \ \ \ \ \ \ \STATE ROUTE 631 \ ` \ \ \ \ ` - - - - , - \ \ \ ` ` \ \ Lic No 53741 � \ \ \ \ \ \ I \\ (VARYING RAN WIDTI4\ \ \ \ - - \ ----------------------- - , - \ i \ I / 1 ' ' ^ SIGNAL ` --------------- - 71- GP 90 RT GP \ OHTI- - - / iT - /-� T - �- ��� -OHT ' 1, ' ' /-' OHP-`� - - ' ' ' ' - r - - l r\ \ /' _�`\ UGT� / / / / ' / / / / GP Q o JBIV - 6Hi'-i / / �. iG2 GP i - Q13 Pam. _ �\ ' ,7 �/ / / / r / / / \ = Q$fj'�86,Aa1 as 9/ / / GP / / // / w v E ' 74 ' i 416 = 6i ' Oy, G 1 ' I \ ' ' ba b9� g'°" \ \ , - / ' w > 3 2 1g 4 - , v a i I - _ //��� ' A .41 -A 1 ( \ \ OHT� _1 w > „' C I ti --- U ' GP -'' ,/ QU 3 �� \ \ <o lllIDLL °I\ 492 v \ TC OH \\ p ` / I ' ' ' - OF - ' / ' a J V co Z .� J 4�5 TC ` \ \ \ \ 479.38' I �� / I l - _ - 493' w o m O # 475.93' \ \ }C ,A o ry A79.54'. `°�� A(9 \ / a. I I i � W ry v a z T \ I 479.23' I 1 \ 7 82 8 \ V / / -OVERLAND / z F ? v V w 478.3a I 1 S\ \ �( I \ \ \ IEF PAS 3 0 V Q V) TIC Lu vim\ .. OF \. / I \ \ �_ cN Z Oy 120 m `>' w O Em CJ r II I D° I \ \\ \ \ \ I \\ / ° \\ \\ �( T m w� \ \ 1 I D \ 493.00°` o �w �FE81.60' I I \ \ \ `f' 1 a77.7r a°> \ \ Bw 8 ao' \ \ \ I I 1 I 10' SET 19 _ BW48136='� I 1 I 1 I I C''' l I I FFE=492.99" I \ Y 484 50' \ TC � CAI \ 2 2 TC ` a \ \ �92.82' °° 77.12' 204 I \ `/ o TC 203 RD2 a \\ 10, 13T C1it� r � / I .. ��g \\ \\ 1 475.31' "1 I \ l l l / O i ' 1 ` / ° I 1 1 2 476.75'If TIC k TIC 1 RD1 & I /I l I I l 1 / l • / \ I / 1 478/ l l `� \ Lu F 477.52'I .04' :'bl D3 \\ 11 II \ \ 2 ¢ O If 477.081 ,.:i / / / / / / / z 0 00 \ 0 o I I / / / / I - �_ DATE I -TREATMENT: CU r / / / 1$I / / OS/14/2021GUT DISSIPATORCE /FFE=92.50' STRUCTURE O \ ' SOUTHWOOD APARTMENTS B ',� DRAWN BY ��h 06 GABION FOREBAY I , (4%LIHTC) ° /',/ %° / .r I r,.7; EX , TC / I 0475.3 / / D5 r FFE 0: 481.bU1 as0.1s' e', I 492.66' K. ROESER °� FFE 1: 492.59 /4�92B. 5'r °. I I° • DESIGNED BY ' EX TC 490.32' v- I I 492.49' a'`. I I � • K. ROESER TW 491.23' APARTMENTS A CHECKED BY / , /' BUILDING 1 • / / r / TC 17 BW 491.20' / (9/o LIHTC / / I , \ • 1 / ': �� I 1��9 TC 0 \ I I I ) I B •••8. CICHOCKI 480.34' fw 3.00' REATMENT:CUR 0.04 49. o' SCALE ISSIPATOR CE / r I 1 • 1 "=20' TC >° r / / / / // / // I .< I I I D3 i • 480.40' r l l l / / � � o r I I I >I • 492 TIC eN _, r I 1 CL ^' a18>. • J /l ,l ,/ r // /l l / �i\/ a t° Y 101 SETBACK TC I , V {co TI 480.26'- ��//� .419 l � / / r / l r I asz.83'\ 92.7 48 FFE}493.00" TC -/\/ / W / / I I - -481- / \ 482.59' L// /l /� r /l / \\ -° \ \ D8 D Z I • \ ` / - \ -482 i 482.05' c ° LLJ LL \ \ \ • \ \ \ \ ° • \ 1 I \ FFE=481.60' r / / r l l / l / I .� . FFE=492.99 \ ° , > .. n. \ O Q LLI TIC z `482.22' \ \ \ C °' / / / e \ 'Q, ': •e \ v °\ 2: aBa' \ - - - - - - - gy2/39' / .> ° / . r / /\ ° . w E=493.00' w / QN I EX ° �� . ° _ _ _ _ _ _ _ _ _ _ _ _ _ _ / ,\ 492.1T \ \ SOUTHWOOD APARTMENTS A - - - - - - - - �.' ! l l° I r \ ° \ BUILDING 2 � 0 J/ a 466' 484 - - - - - - - - - - ' ' // / / / / \ `\ 493.00' \ � LIHTC 0 co / IL------ ---- ---- _ ° _486 - - - - - � � r l l \\ FFE:433.00� 2 UNDER SO TV;ivvuvgD1320 - 487488 - - - : / / / ` .> l I / r / \ 03 ` LL r n 7, W492.50' / \ / / / o N asz. s' / � \ / / \ \ Q 494.82' \ \ I I a SAN I / / HORIZON ROA / / \ \ - _ _ _ - - 493.41' - - - - - - AN / Q - 21-- --- - - - - -- - - - - - - 4O r - - -- ------ ,V^ l - XN \- - - - - - - - - - - 1 \ ------------ - - - - 4. ------------ ----'- --__- - __----__----------------------____ __-; I\47118 _ - _ --- _ ---- _---- - - - - ---- - - - - -- / // // \\ \ SCAL�F1'_ZO'`r- _ ---- - - - -- ------------ ---- , SHEET NO. _ _--------- - - - - -- ; -----JVI o C5.0 L \ \ \ --\ ------------\---------- _________________L- \ \ \_\_______-_ __________IP ______________\__-_______-__-cz\ ________\ ______________ \ \ \\ \ \ \ __-\- O \ \ Le. No 53741 e -- --- --------- \1 \ /��\ _ _ - ---OI `S'SZONAL G1 - -------- - - - - -- ----- \ - --- - - GP T\ /\\ UGT� ' i '/ / // / GP I _ // �� ` / r /l --- / - - - -� - - - - ----------------------- nrvic / TW�.6@'/ /� / Jb95g6- / / / /' / /' / P / /'- - _- -_ -- _-_-_ _ _ _ ---_� _ _ w a� E - / / / / / i - _ ---- HIY 3 \ OHT� \ w a GP / / / / // /' '''----- P ' / / / / /----------- - - ---- - - -� -Z l -- --- -- ---- --�- 0492 W/GP QwN Vwm0 .rvM3-0 i Z -uiO49'OG .#� a o N P- ' / . _ u wv9VERLAND ATH oLLw . I !/ U Qry O UF 9/GS vko Z C OOrr TW 49314' - NP / o ° ry 492.79' / �.50 OF / ' / // / 11 \ �zt: O TW 48I I / I 10' SET BW 481.601.60'It I \ V�V 484.50' 1 I I 1 I / •° \ \ TC _ _ 4 S` 498 49 _ � / / �9 GP \ / / � \ O D yW \ ,(/ t / / l I $9 \ • r \ \ / I \ ` _ _ _ 0� SO1� S _ TW 500. o� 1 OYI x \ 10' SETBff �Kl / / / A / ° \ \ 0? \ Spa S0 ewas5.8o 1 \ \ l l I l I l / l .. �✓ \ \ _ �i 4 ,SOS\ _` p8 OF 0 l I I l l \ \ \ d Irv, F 510 j�OHP// wLuN RD3 \ R 14 // / / / // / / M \\ \ TC \ PRE-TREATMENT: C B _ _ \ N� 00 / / / / / / RD1 qg `FUT DISSIPATOR CELL \ ` \ \ \ \ \ / O I / O o // I "•• ` II I D ° \ \ \ - - - _ 60 - - - - to DATE I \ \ - - 8' L - - / > / CONTECH VORTECH I � \ GABION FOREBAY ! I \ \ \ \ 1 \ 1 - - 1 � - FFE=492.50' / \ TOP = 490.33 1 \ / 0511412021 > I / 1a I STRUCTURE a \ \ A9� 11 / SOUTHWOOD APARTMENTS B 1 / , / 1 9 w rc \ \ - (4% LIHTC) ° l b j l EX I I I 1 I I I W 495 83' DRAWN BY / 490.19' v , aszss' \ \ \ I I I 1 I ,' , ' ' K. ROESER / FFE 0: 481.60' / / J s , . \ TC \ 9 I I 1 / FFE 1: 492.59/4928. 5'� ;' EX I I I TC \ 491.99' \ 9g I 1 I I ' - - - 507' / / • DESIGNED BY / /49/1. / 490.32' .. Cr I 492.49' \ \ \ \ I I / / / / / / I Q \ ` I , ' / • K. ROESER SOUTHWOOD APARTMENTS A 4g \ I I I I / TW 491.23' / / � �489.33' 128 0 \ � I 1 1 I 1 ' ' / / • CHECKED BY NG BW 491.20' / / .F. BUILDI1 TC v' (9% LIHTC) 492.67' TC 33' 0489.\ y I I I I _ _ / / 1 1 It 506" ' / � /� • B. CICHOCKI ggr1 o4' FE: 493.00' REATMENT: CURB / BW 490.y0' / / / / ? 493.57' I I I 1 / // // • • SCALE / I l / 1 1 \ I i I CUT ISSIPATOR CE I I I 11 1 TW 495.23' / l� TC 1 I BW 494.77' / //'/ / / / • 1'•=20' 492.1F. / / / / / / / •°° � I I I 17 11 \� I I I I I /-'' /�/'/'// i ice' // l / l / I l / .: / / I I TC 492.25' 91.91 \ \ �� I 1 Ip I 504 J / y ° ° 101 SETBACK ` \ \ IL \ V / If / I / / / ; ' o:. �x/� PARCEL 07 00-bq-051AO \ 0 / / / / / /�\/ v• / I 4 S UTH HA ESVIL ELLC \ I nl _-502- O TC H OD DlS lCT \ I o \�cz I \\ D -• 492.8`2'\ \ TC I I I b , / PG..1 8 \ 493.TC .v•. 7 I / TC T 1 I /ll / 492.79' ,l l / / l l / L)C \ /' °. fl \\ FFE}493.00,.ro 493.52' FFE=493.00' 492.79' D _ 113 d '� %%%% I I 1 a / / / E - - - - / Z \ aI II 1 \ 1 \II / I \ 10'SET4XCIF 1\\ / J FFE=492.99' 'S00 I I \a_II v O < I V rwnn LL �2y39 / sg / °':.o // I ° EX / / / / \\ ° ° ° •� . °e,.. a`F� \ ° ° . \E=493.00' _ ` -FFE=493.00' °1.19. ` ' II \\ \\ / / Rg1 /, / / I / ' LLJ m < 492.1T 1 / / \ ° \ SOUTHWOOD APARTMENTS A o \ / J �/' / / / BUILDING 2 u °I \\ `\ 493.00' \ (� LIHTC) I \\ \ ` /' / ` / // u W - - - FFeoa3250 % / / / I I 1 \ FFE:49a.0Q:. 9\ \ -49 z s� • �, I e / / \ / / ' / �� D ' \ \ TC 109 \ \ TC I 126 \ / / Q 49 V 2.5 >: & ` • / / \ ° p ° / gS, \ \ \ 5' SETBACK 110 491.86' ` \ 493.12' N 492.50' N 492. s' / / \ 494.82' \ 493. SAN\.� - --- D..> - - COLY C F92 \\------' 104 1/\ �` - /i \ \ s 491.24' 105 491 \ ILTE &V LAND - - - - - - - - - - ' 49 \ / RELIEF PATH / _ 1193 �g -- - -- ---- ----- -- - -- - v 30B NO. -490- SCALE 1"=20' 47118 SHEET 20' 40' CE 1 ------'-7C 0 L RAISE EXISTING STRI AS NEEDED 1 PROPOSES STA 13+81.77 TOP 492.04 112: 24" Basin - Circular Grate (Solid) INV IN 484.69 (109) STA 14+89.33 INV IN 486.76 (125) TOP 492.75 INV OUT 484.59 107 INV IN 485.43j� ( ) 7JJ44 Basin -Circular Grate (Solid) �, 106: MH-1 INV OUT 48 1 33.01 U 9 116: MH-1 STA 13+64.07 TOP 494.38 0 STA 16+24.49 O TOP 491.31 INV IN 485.75 (115) Q ^ m TOP 491.31 o N o INV IN 485.00 123 m ° N u� c�i °1 INV IN 486.31 117ALO ( ) - o INV IN 492.67 (RD5) � n o o 2 � ( ) � N cO ^ o INV IN 484.50 (107) t INV OUT 485.65 (113) ry ^ N " co °00 U INV IN 486.31 (127) U ry u� ^ M N N CO INV OUT 484.33 (105) o " v _ cy M ± o M rn 000 F c o INV OUT 486.21 (115) 108: MH-100 v °'rnro cNn��'No egooNo 104:DI-2A coM m ICJ (0 CO ��azz m°o6 a0 STAB+81.77 NQ r ONv Q00 M C!04 EDP �L6 riv ap�rn v =+��v� o_--O mrn � 128: DI-1 10M0,qr �owj 3C, � � _��� F STAB+16.80 cn+SIT � ��az � p o~OZ Z Z i��oN'� STA TOP m+�� o0v o�azzp g�vz� TOP490.93 �Q o-- SOH--- ��v INV IN484.69109 No O o -- O ��vz 0 `o�0>Z> o p TOP489.83 ( ) ���0 0�0> o�OZ Z Z o�0> > INV IN484.09(105) oF0> > lmFz- z oa > INV IN486.76(125) ioao co v) H ? � m � - - - � cn F z z INV OUT 484.09 (104) � U) z � c~i� � z INV OUT 486.45 (127) INV OUT 484.59 (107) � U) � z sn-1; _rn.r 1;n-r qn-r rnq 500 500 PROPOSED GRADE EXISTING 495 GRADE 495 6" FIRE LINE'A' I'LINEW 6" FIRE 3' 490 - - - - T-fMIN. 490 RIM OF JCTURE O MEET 119 RD1 GRADE 4 4 117C 62.92' OF 4.65' O 485 15 12" HDPE 2" HDP 7171'OFn rni 485 11 91.48' OF 15" @ 0.76 0 105 1 9 ' 74. ' OF 3.55' OF 18^ HDPE @ 1.50% 104 47.18' 33.0 F OF DPE 21" HDPE 1" HDPE 0.50°k 101 102 01.70' OF 21" HD 21" E @ 0 ° @ 50 /0 .50% 0.50% 32.42' OF 81.87' OF 21" HDPE @ 0 5 °� 117A 480 21" HDPE 0.50% 4.56' OF 480 @ 0.50% @ 0.50°k 17.52' OF 5" HDPE 21" HDPE @ 0.50% @ 0.50% 475 475 470 470 500 500 PROPOSED GRADE EXISTING GRADE 495 495 490 490 2' MIN. 485 O 127 485 15" HDPE @ 0.54% 480 480 475 475 470 470 VILI 500 500 EXISTING GRADE PROPOSED GRADE 495 495 JT � T 3 490 1-5 490 OF 485 367g 485 1@ 480 480 475 475 470 470 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 11+50 9+50 10+00 11+00 STR. 100 - STR. 120 STR. 116 - STR. 128 STR. 108 - STR. 126 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0) VERT SCALE: 1"=5 VERT SCALE: 1"=5 m m RD2: 12" Basin -Circular Grate (Solid) M STA 11+15.48 M ° m 2 o 1 TOP 480.40 U 0� (D o m ui t t INV IN 476.16 (RD3) `m - o 0 106: MH-1 N m 102: DI-2A o Cq INV OUT 476.06 (RD1) y v V CN STA 13+64.07 co °i rn STA 10+33.25 co C0 rn m 202: DI-3B 6 ft Throat 204: MH-1 f0 `- o " N M TOP 491.31 m v co v TOP 493.31 m roi o STA 10+00.37 STA 10+80.39 m `+' o U W oo RD8: 12" Basin - Circular Grate (Solid) m o "' o o^ 206: DI-1 M+ O F M+ Q t + LL7 INV IN 485.00 (123) 0 INV IN 482.57 (102) 0 0 TOP 475.22 TOP 478.56 t z w o' o STA 12+52.20 _o r STA 10+47.06 INV IN 484.50 (107) Q o INV IN 486.23 (121) �; Q o >O INV IN 470.34 (203) INV IN 474.44 (RD1) p F 0 > O> m o m coo v TOP 481.20 Q o z z TOP 475.85 INV OUT 484.33 (105) z INV OUT 482.47 (101) c~n O_ z INV IN 470.35 (205) INV OUT 474.18 (203) E m � z z iv _+ m v INV OUT 477.45 (RD7) N z z INV OUT 470.60 (205) Paz O 505 505 505 505 490 m Q d > > 490 490 490 500 500 EXISTING GRADE PROPOSED 495 GRADE 495 490 490 3' MIN. 485 485 123 42 93' OF 15" HDPE @ 1.50% 480 480 475 1 475 9+50 10+00 11+00 11+50 STR. 106 - STR. 124 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 500 500 EXISTING GRADE PROPOSED GRADE 495 495 1/14.7 490 490 6" FIRE LINE'A' 14 485 F 485 15" HDPE @ 2.00% 480 480 475 475 9+50 10+00 11+00 11+50 STR. 102 - STR. 122 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 m mFz z 485 485 PROPOSED GRADE EXISTING GRADE 480 � / 480 MIN. RD7 475 RD3 RD5 ACV OF475 67.31' OF 8" HDPE o�SE @ 0.85% @ 0.75 /o 2� • OF LD1 470 63� 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 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 13+50 485 485 4PROPOSED GRADE EXISTING 480 GRADE 480 475 475 3.7' 470 470 205 42.97' OF 12" HDPE @ 0.58% 465 465 460 1 460 9+50 10+00 11+00 11+50 STR. 202 - STR. 206 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 11+50 0 50 PROFILE SCALE Bryan D. Cichocio Lie. No. 53741 V711a-,00044 w"- - n E 0 o N � N Q O > E a E W 3 w w Q LL 3 p LL - wO `mom �_j U0000 Z w w -� O it ce rn ° ry F C7 W a Z wry w 30mx U w 0 0 O U Ln _ ry Z O } m > Z u� 1n w O � U M W J vi M 0 x c� 0 o W � N F N UQ 0 N °\O z O DATE W 0511412021 0 DRAWN BY K. ROESER } • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 1 "=50' •FT• am N 1� Cz 0 1� \V // i U 0 > 11J J LL J LL of < 0 00 ^ J LL as _°} I..L ? 0 Q o U7 0 0 0 ,0 V 1 IOB NO. 47118 SHEET NO. C7.0 a Bryan D. Cichoc)o 'Z Lie. No. 53741v� g/zo/Z/ 4 O��SSIONAL�ti TWA 10+64.33 2 STA 10+64.33 TOP 492,49 TOP 492.49 STA 10+00 : ER'. 4 STA 10+84.51 STA 10+00 : €X', INV IN 488.67 (BLDG. 2 - 2) INV IN 488.67 (BLDG. 2 - 2) TOP 479.74 ',,1-0, TOP 480.88 M E TOP 492.72',54,/ INV IN 489.00 (BLDG 12.1 -2) INV IN 489.00 (BLDG 12.1-2) INVIN472.65(11-EX. 1) INV IN 477.52 (BLDG. 11 -4) N 0 INV OUT 486.71 (54-53) INV OUT 488.57 (2 - EX. 1) INV OUT 488.57 (2 - EX. 1) INV OUT 470.96 (10-8) INV OUT 477.42 (4 - EX. 3) N c 505 505 505 505 500 500 > E w v E 0 ¢ a o 3 p LL — wO `mom m ¢ j V°s'o Z .i USE GRADE RINGS TO 500 IIIp 500 w w -1i O # ADJUST RIM FROM U) a {n ry N a F EXISTING ELEV 492.72 EXISTING tL Z F w ri z TO FINISHED GRADE GRADE a 3 G x Q o PROPOSED o < 6 LL v CJ 495 GRADE 495 v O F a u V) � z FFE=493.0 N N w O W M V 3' a v IN. 490 490 LOC, cn 2 �� 41 O o 64 33 0 fi' pV x 485 3.3' 6" p 4 o @ 2.00 b 485 O x F � N Lu STORM PIPE 101 ~ N 480 480 ¢ p 00 O 0 (n DATE > 0511412021 0 475 475 DRAWN BY K. ROESER • DESIGNED BY 470 470 • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 465 465 1"=50' 10+00 11+00 9+50 10BLDG 12.2 — SSWR EX. 1 12+00 9+5oBLDG 12.1 — SSWR 2 00 9+50 10+BLDG 11 — SSWR EX. 3 12+00 ^' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' , V VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: V=5 �--� cz 5 1� 0 - 0u') U) 1� w 0 50 J PROFILE SCALE ( � i 0 < 0 J w m Q m w J Q < w o� O Q Q U O Q O U) 0 L2 I ,O V 1 IOB NO. 47118 SHEET NO. C7.1 Z p J_ 00 500 � 500 O O EXISTING tL GRADE � a PROPOSED GRADE 495 495 FFE 493.00 3' MIN. 490 490 BLDG 12 1 - 2 28.36' O 6" PVC 485 @ 1.76°k 485 480 480 475 475 470 _ 470 465 465 495 495 FFE=491.7 490 O 490 0 EXISTING m GRADE p PROPOSED w 485 GRADE O 485 O a � FFE=481.5 480 / 3' 480 MIN. 3 -BLDG. 475 4 ' OF 23.98' OF 475 6" PVC II ([� 2.00% INTERNAL DROP 470 CONNECTION 470 465 465 460 460 L_ a Bryan D. Cichoc)o 'Z Lie. No. 53741 o g/zo/Z� 505 505 505 505 505 505 505 505 O+y, �SSIONAL�ti M E 0 0 u N N > E w v E eE � .WU Q a o 3 p U. — wo `mom � V oMo Z w w —i O # rn o ry v a F C7 W MI. Z V W o = X U o< �LL w 0 p O � i 0 ry Z V 2„ 2" Fva� U) z �4 w O o M CJ �il 00 v vi 0 x C7 co co co N W O x Q O LU Q O O (n 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 9+50 10+00 11+00 9+50 10+00 11+00 0 OS/14/2021 FIRE LINE 'A' DOMESTIC LINE 'B' DOMESTIC LINE 'C' FIRE LINE 'D' ' DRAWN BY HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' HORIZ SCALE: V=50' K. ROESER VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: V=5 VERT SCALE: 1"=5 • DESIGNED BY • K. ROESER 5J • CHECKED BY B. CICHOCKI • • SCALE 1 "=50' 0 • 0 50 PROFILE SCALE 505 505 505 505 500 500 500 500 490 490 495 495 505 505 N 1 cz 1� 1� i U O>w s" J w J E E DIP W M < LLJ LL Lu pu L^L J LL a_a LL O LL Lij a z O to Q U LU O to O 2 0 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 9+50 10+00 11+00 11+50 9+50 10+00 11+00 D FIRE LINE 'E' FIRE LINE 'F' DOMESTIC LINE 'G' FIRE LINE W FIRE LINE 'I' 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: 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 VERT SCALE: 1"=5 v , IOB NO. 47118 SHEET NO. C7.2 WATERLINE WATERLINE c� z 0 J_ m 500 � 500 O a O G= a PROPOSED EXISTING 495 GRADE GRADE 495 FFE=493.00 490 3' MIN. 490 1' j 1.2' 6" CLASS 52 Z 485 DIP WATERLINE � 485 STORM PIPE 115 STORM PIPE 21 H S ORM PIPE 10 STORM PI E 105 a0 t7 Z 480 480 w � � U W W Z W W W Z Z p O F W m F H W W (r Z "'• w 475 � � N � � � � � � 475 z p J_ m 500 � 500 O a O K a 495 495 FIRE LINE'A' FFE=493.00 i 490 490 4. 1' 485 485 6" CLASS 52 DIP WATERLINE U p 480 O 480 0 Z m W LL 475 475 z p J_ m 500 � 500 O w O PROPOSED IL GRADE EXISTING 495 GRADE 495 FFE=493.00 3 M N. 490 490 4.3' 485 485 6" CLASS 52 DIP WATERLINE U Cl p 480 w O 480 o N Z � m N � 475 � 475 495 495 PROPOSED GRADE FFE=492.50 EXISTING GRADE 490 z 490 0 m 4.2' C] w m a 485 485 a FFE=481.60 480 480 475 w 475 w m Q � � � 470 °�' 470 495 495 PROPOSE FFE=492.50 GRADE EXISTI G O GRADE 490 490 0 4.2' p w m 485 O 485 O m a 6" CLASS 52 DIP c9 TYPE z 0 J_ m 500 w 500 O a O Gr a PROPOSED 495 GRADE 495 EXISTING FFE=493.00 GRADE 490 4.1 490 K COPPER WATERLINE 485 485 480 w 480 w p Z W am � � � 475 � 475 485 485 PROPOSED GRADE EXISTING GRADE 480 I 480 3 5' MIN. 475 475 6" CLASS 52 DIP WATERLIN 470 470 J m w N Q 465 465 z � W H = O W Gr � 460 w 460 C7 TYPE z 0 J_ m 500 w 500 O a O a PROPOSED 495 GRADE 495 EXISTING FFE=493.00 GRADE 490 3'5� 490 K COPPER WATERLINE 485 485 480 w 480 w p Z W m � N X 475 iv � 475 FFE=492.50 490 490 O J m p � PROPOSE 485 U GRADE 485 U EXISTI G d GRAD FFE=481.60 480 480 3.5' MIN 475 475 6" CLASS 52 DIP WATERLINE U p 470 z 470 0 z p F Z W O m W W 465 � w 465 c� z 0 J_ m p 500 W 500 O a O m a PROPOSED GRADE 495 EXISTING 495 GRADE FFE=493.00 490 3.5 490 MI 6" CLAS �INE DIP WATER 485 485 480 480 H H � � 475 475 500 500 PROPOSED 495 GRADE 495 EXISTING GRADE 490 490 CLASS 52 4.2' L �UGP�\\� \ \ a ' I 1 I , I 1 III II \ P� �� V > \ m ' - 9� \\ \ I 'I II III III III `� /\\ c J•\ \\ �1H °� \� ,•$ I p BryanD. Cichoclo 'Z lz O I1 1 \ � 1\ I 1 1 I I , 1 1\\\ � 1 \\ \ •� �\ \ ' � 1 1 1 1 I I 1 II II� UGP-- I\�LicNo. 53741g � 1 I I � 1 \ 1 1 I I , I , 1 �( II \ ¢ I I j ` \ \ �• � ,-0 6/�/ — — — ' ---\------ - - - - -- / SIGNAL 491 2 -`-- �'/ �g2 1 1 I I \\ 1 111 \\ \\ 1 \`\ 1 I I I I 111 '1 11 I '1 111 I�\\ II \\\ II IIIII I \ \\\ \\ I \•,�I/ - --- - - 1 E • °• ': .. _ I I 1 ` ` 1 I I I I I I 1 ' I �I! 1 II \ III II \ \ ! ,� // N o / •' v `.v dam.. ..., —------_ _- -__ I I- 1 / I �I I I I I I I I , I I , 1 \ /i / `� ,'. :' . .. o •. _ _ _ I I 1 1 / I 11 I I I , I , I I II I III II � E N ..'v .. v W> 3 �v w 3 _ 1 l / u i; 3 Q / 1 I ' ' I I ' ' I ' 1 ' I II' I -/UGP' - -�/ / i ow LL i ? / / 1 , / / /� / I 1 / I ' I I ' 11 \II /� - i// a'OVo~Mo z .� 11R CL +50 12+00 2+50 + / / 3+50 / 14+0(�' l ' l I 4�1 I I W 10+50 ----+- - ------�- - +--- �- $ - - ---+----- - -- --- - -+--/--�- I-- - - _ o I 15+50 5+69— 1 z M z O----�A-t--- ------�- -t------i------- \ / / T- ---�- �l�- �- '—T---+- f '= u w W ! / HICKpRy -, / / / / /' / /' /' / / / / /' /l /' / I I! / l I m 1�W II \ N'� = v N z p \ 62' P ET / / / / / / -C \ �W / C� R \ / x �M (� / UBLIC R \ _ / , / J / /_ \ \ c� \ \ P�' �y. 1 -� F a U, ul z talpp`\ \\ --' / / _ /_ �— -7 I I \ \ \ \OQ��6959 \�C/ \ /� °ry > SAN \ — — --_ — —_—_—�UGT� 92 z I I \ \ \ \ \ \ \ `\ 1 \ \ I \ I 1 /y \. ii� OW SAco - -� ' - - - - - - _ _ up _ _ - 486 1 197 1 1 1 1 1 I 4801LvI I� —n— r 1 fins X M 0 UGC \ ��T` \ \ 1 \ 11 \ j \' \ / \\ \ \\ \ \\ \\ 11 o_ \ I \ w F N ° .• . II / / / \ \ \\ \, \ \I'\\ 1\ \\ I II \'I I I I 11 I I I \ I \ Q 00 DATE 0511412021 O DRAWN BY 9^' • / ,1 1 '1 I 'I '1 'I 11 I '1 III I I \ I \, I K. ROESER DESIGNED BY I / I I' I ------ //\ ` I 1 1 III I I 8O6 • K.ROESER _ I I ,' / / / I I ' 1 1 f- I I \\ I I �' • CHECKED BY ' , - - - / I ', ' 1 II 'I I I I, I / • B. CICHOCKI y,. I I /' 1 I I I I • • SCALE SCALE 1 "=20' • 1 "=20' N \ :'• I i I I I - - - - - - - - _ _ - _ ' / /� I 1 I 'I I 1 1 nI 'I I \\ GT i ' 0 20' 40' 505 500 500 SDR - 280' 1EIGHT OF EY = 3.5' EIGHT OF OBJECT = 3 5' 495 495 _\ ' \ 490 � 490 Of— — PROPOSED GRADE \ SDL 280' EXISTING GRADE 485 \ 485 \ 480 480 F OBJECT = 3.5' 475 \ 475 1 \ \ 470 470 9+50 10+00 11+00 12+00 13+00 14+00 15+00 HICKORY STREET - SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 16+00 16+50 am N 1 CZ w 1 W �//�� U) \V / i U OY 0>U J w = J 1 Q w w J m J LL Q LL =�a z a W Q ° U Z O U) L2 I 0 Y / IOB NO. 47118 SHEET NO. C8.0 L T I of/ 1 .I A SCALE 1 "=20' 0 20' 40' / / / / / / / / / - ./ I I I I I I 1 1 I I I 1 I 1 1 I I I 1 1 1 1 1 11 - �1 I I I / I / I 1 I / 1111 1 1 1-\-T / / — r' I I / I / / a / m Ng / ! X / I I /\ I 1 \ I 1 \\ I 1 1 I 1 1 I I 1 I I I I I I I I I I I I I I I 1 I 1 1 I I 1 I I I 1 I I I 1 1 1 I I 1 I 1 I I 1 1 ' 1 1 1 1 I 1 I I I I I I I I 1 I I I I I I 1 I I I I I I I I ' ' , 1 / / / / / / / I / / pAr / / / / / / / / / ' 4/ A / 1 � � / \ I I \ \ \ 1 I \ I 1 I 1797 \ 1 1 1 \ I 1 / \ 1 1 \ I 1 \ I � I I I I \ I \ I \ 1 k I I \ N I v 1 T T \ I \ \ 1 I \ \ \\ II 1 1 I , \ O\ A- I I I 1 1 \ 1 \ I I \ } 1 \ \ 1 \ \ \1 I \ \ 1 \ \ 1 \ \ 1 1 I \ I \ I \\ 1 1 \ I \ 1 \ 1 \ I I I \ I I 1 I \ \ I 1 I 1 I I I I I I \ Ay I v 1 I 11 \ I / I 1 / \ 1 , 0 I 1 I 1 11 I Ilp Z I 1 1 I O 1 I NOTE: STREET PARKING SPACES ON HORIZON ROAD THAT ARE LOCATED WITHIN THE SIGHT DISTANCE TRIANGLE WILL BE REMOVED WITH FUTURE EXTENSION OF ROAD. 505 505 500 SDR - 280' 500 EIGHT OF OBJECT = 3. HEIGHT OF EYE = 3.5' 495 - 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 ff a lk ryan D. Cichoc)o Z Lie. No. 53741v� OSIONAL�ti M E 0 o N � N C > E v E w ui Q LL o 3 p LL w 0 m j V 2 Z w w —li O it rn o � ry F W a Z v M 30V)x U o< �LL w 0 O i ry Z O Fva� V1 Z w O � V M 00 � H O 0 F p � w N Lu F N p N Q 00 z 0 O VI DATE 0 } 0511412021 DRAWN BY K. ROESER • DESIGNED BY • K. ROESER • CHECKED BY B. CICHOCKI • • SCALE 1"=20' am N 1 cz Q 1 / Z O U EE O>° J w , Q Lu g J_ m LL < LL O LL]W �U o U z Q O Q O o 2 v J 0 Y / IOB NO. 47118 SHEET NO. 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Lumens [NMUFAC] Description ^^ I ] 3 V3 0.950 21003 O.S. ARCHITECTURAL LIGHTING VLL-PLED-III-W-B0LED-700mA-WW ^ I ] 4 V4 0.950 20452 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-B0LED-700mA-WW ^ 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 0.1 0.1 +0.1 +0.1 I +0.1 +0 1 + 1 © . 0 I +0.0 +0.0 I +0.0 0 .0 +0.0 +0.0 +0.0 +0.0 +0.0 0 +0.0 +0.0 +0 . +0.0 0.0 + + + . 0 0 .0 0 .0 + . 0 0 . +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + HORIZON + + + + + + + + + +RO + + + + + �+ + + + + + ��� + + + + + + 0.1 0.1 0.l o.l o.l o.l o.o o.o o.o o.o o.o' f P� LIC.0 0'0 o.0 0.0- 0.0 0.0 Q 0.0 0 0. o.o o.o o.o o.o o.o o.o -o.o -o.o o.o o. o.o o.o o.o o.o o.o o.o o.o o.o N Cd +0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +AST STR�Fr � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + # + + + + + + « « + + + + + + + + + + + + + + In 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 LIGHTING VIRGINIA CENTRAL 40UG-2 Southlake Blvd. Richmond, VA 23236 Te1: 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 + 'T1 + 0. 0 mo o. 0. 0 4 10.04 + 0. 0 0. 0 +0.0 +0.0 0. 0 +0.0 0. 0 0. 0 '0.0 +0.0 0. 0 0. 0 +0.0 0. 0 +0.0 0. 0 +0.0 0. 0 +0.0 0. 0 +0.0 +0.0 0. 0 +0.0 0. 0 0. 0 +0.0 +0.0 0. 0 +0.0 0. 0 +0.0 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 co 4p� MH = mounting height in FEET N NOTES: + 0.0 + 0.0 + 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 4 0.0.0 4LT 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 + 0.0 + 0.0 + 0.0 + 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. +++++++++++++++++++++++++++++++++++++++++THE 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O �.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT0.0 RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED T PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY 11j OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 i 0.0 i 0.0 i 0.0 i 0.0 i 0.0 i 0.0 i 0.0 i 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 + 0.0 + 0.0 + 0.0 + 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 C 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 . LUMINAIRE 4. LIGHTING IR DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LOMINAIRE T FIELIA. 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. Z O it a F z V w LU 0 O z (> O U) z Z) LU O DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1"=30' N 1 Cz 1 U) U U O J O>m J w L m /J/� Qa0 LL w ° O O O 2 0 Y IOB NO. 47118 SHEET NO. E1.0 L 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 .O +0.0 .O +0.0 .O +0.0 .O +0.0 .O +0.0 .O +0.0 .0 '0.0 '0.0 +0 .0 +0 .0 +0 .0 +0 .0 +0 .0 +0 .0 +0 .0 +0 .0 +0 .0 +0 .0 +0 .0 +0 .0 +0 .0 +0 .0 +0 .0 +0 .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 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 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. + .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 HE 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 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Q- « 2.7 « 2.9 + 3.1 + 2.9 + 2.9 « .8 « 2.8 « 3.3 + 3.5 + 3.7 + 3.4 + 2.6 « 1.9 « 1. « 2 + 1.1 + 0.9 6 + 0.2 + 0.0 + 0 0 + 0.0 + 0.0 J W 3 �V arking Lot 1 ... + 0.0 + 0.0 + 0.0 + 0.0 + .0 + 4 + .6 + 1.9 + 1.7 + 1. + 2.0 + 2. + 2. 5 + .4 + 2. ./ + 2.5 + 2.7 + 2.9 + 3.0 + 2.8 + 2.3 + 1.9 + 1.6 + .5 .5 + 1.4 + 0. + 0.3 + 0.1 + 0 0 + 0.0 + 0.0 .0 0.0 0.0 0 0 0. + +. 2 1.6 1.3 1 1.6 + +.0 2. .9 2.0 2.1 2.2 2.2 2.2 1.9 1.8 1.6 .6 1. 1.7 1 0.4 0.1 0 1 0.0 0.0 .0 a 0.0 a 0.0 .0 a + 2 5 2.2 + 8 + 1.2 + + 1.9 + 1.6 + 1 + 1. + 1. + 1 7 HE 1 6 + .5 + .9 + + 1.6 .8 + 2.0 + 2. + .6 .6 + 0.2 + 0.1 + 0.0 + 0.0 .0 + 0.0 + 0.0 + 0.0 + 0 SOUTHWOOD APART E • • 2.4 + 2.3 1. + .3 + 1.3 + 1.3 1 + 2.5 2. + 1.2 + 1.2 + 1. + 1. + 1.8 + 2. + 2. .5 1 2 + 0.4 + 0.2 + 0.1 + 0.0 3 .2 DIN BIOR O 2 (9%%% LIHTC) .0 0.0 0.0 0.0 .0 1. 2.0 +. 2.5 2.9 3.4 /,.2 3 +. +. .1 4.8 4.9 3.3 +. + + « « .8 2.3 2.9 3.2 2.5 .0 +.3 0.1 0.0 U 9 .0 0.0 0 0 0 0 .1 2.3 2.6 2.9 .0 .9 .8 2.1 2.6 4.0 4.9 4. 4.04 '2 8 .1 1. .1 1. .8 2.3 3.1 3.7 4.1 1.9 .5 0.1 0.1 V4 MH: V3 .0 + 0.0 0.0 0. .5 2.3 + 2.3 + 2.5 + 4.9 a 5 + .8 + 2.2 + 2.7 + 3.0 + 3.1 + 3. + 2. + 2 6 .7 1.2 + + 1.6 + 2.3 + 3.0 + 3.5 + MH:+ 4 9 42.53 + 2.1 .5 + 0.1 + 0.1 Q/ 61 Q- .0 + 0.0 + 0.0 + 0. 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O ry^. + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0. + 0.1 + .1 + 1. + 1.6 + 2.1 + 2.6 + 3.0 + 2.8 + 1. + 0 6 .3 + 0.1 + 0.1 + 0.0 SOUTHWOOD APARTMENTS A 0 V IRS+ .0 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 + 0.0 .0 BUILDING 2 + 1. « 1.9 + 2.0 + 2.9 + 3.0 + 2.7 + 1 7 25 6 0 + 0.1 10.1 0.1 0.0 (9%%% LIHTC) .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0. ^ .0 « 0.8 + + 1.9 + 1.8 + 2.9 + 2.5 + 2.6 + 1. + 0 9 + 0.2 + 0.1 + 0.1 + 0.0 l_ W .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �10"' 0.8 1. 1.3 1.8 2.2 2.9 ,2.7 1. 0.2 0.1 0.1 0.0 0.0 h 4 ®+ .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 { 0.0 { 0 + 0.8 + 1.0 + l(aTJ 1.7 + 1.5 + 1.8 + 2.0 + 2 + 0.3 + 0.1 + 0.0 { .0 { a IF .0 0.0 IF 0.0 { .0 + 0. + 0.0 + + + + a { 0.0 0.0 0.0 0.0 0.0 a { { { { { .� .2 0.4 0.6 + 0.8 + + 1. + 1.3 + + 1.5 1.7 + 1. + 0.9 + 0.0 + 0.0 .0 0.0 0.0 0.0 0.0 -�.0 --0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.9 6 0.7 0.8 0.8 0.9 0.9 0.7 0.3 0.0 0.0 0YJ 1'+ ^O+ + + .0 0.0 0.0 + + + 0.0 0.0 0.0 4 0.0 + 0.0 + + 0.0 0.0 + 0.0 + + + + + 0.0 0.0 0.0 W o 0.0 0.0 + + 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0.0 0.0 0.1 + + 0.1 0.2 + 0.2 + 0.3 + 0.ry45 { 0.9 + 0.9 0.4'Q 0.4 10.4 + 0.3 + 0.2 + 0.0 + 0.0 + + + + + + + + + + + A6ST STF �� + + + + + + + + + + + + + ry+ + + + + + + + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.0 0.0 PRIVATE ROAD Submitted by Lighting Virginia -Central Catalog Number: Type: �n eys LIGHTING Job Name: Southwood Subdivision 11 & 12 RNS-25-40-1 1 -AB-DM 19 25' POLE VIRGINIA Architect: TIMMONS Notes- +eR Eyy LV-CENTRALY030857 DETAIL 3 HEIGHT 25' (FT) 3"x5" REINFORCED HANDHOLE 4N 0' W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC 8" ETAIL 2 DETAIL 1 BASE COVER 0' VIEWL �''.. AMBItICAN LTIA POLE REV. DATE BY REVISION DESCRIPTION PROJECT NAME: Ic NUMBER: QATE: Psc 9v: I&X)S.RI]LEN, SUB IDD FORT WORTH6UP. TX ]6109 817-924-]049 FAX QUOTE NUMBER: scat: am: C,73- : /��yp�w- Lfte Wml.. DESCRIPTION °'""""` ""MBER: REv: fw"A" ,I¢sr.. ROUND STRAIGHT STEEL ANCHOR BASE 10N 0""""^�'�FN6 RNs-2s-00-AB-AB °Na..n "" °" 25'x4.0"x11GA ❑ T20 (2.38" OD X 4" TALL) 7.50"-8.50" ❑T25 (2.88" OD X 4" TALL)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 Symboll�I Qty Label LLF I.. LVmene [MANOFACI Description -E] 3 V3 0.950 21003 O.S. ARCHITECTURAL LIGHTING VLL-PLED-III-W-8OLED-7OOvA-WW 4 V4 0.950 20452 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-8OLED-700mA-WW IIJ -E] 2 V4-HS 0.950 16903 U.S. ARCHITECTURAL LIGHTING VLL-PLED-IV-FT-8OLED-700mA-NW-HS El7 WE 1.000 5075 U.S. ARCHITECTURAL LIGHTING RER-WMI-PLED-III-W-2ULED-7OOx A -NW ❑i 2 WM4 1.000 4942 U.S. ARCHITECTURAL LIGHTING RER-WMI-PLED-IV-FT-2ULED-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 To 2.29 5.2 1.0 2.29 5.20 + + + + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G 4 G-G + G-G + G-G + G-G + G-G + + + + + + + ♦ + + G-1 + G-G + G-G Prepared by: -G - LIGHTING VIRGINIA CENTRAL 40OG-2 Southlake Blvd. Richmond, VA 23236 .0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 4 0.0 4 0.0 4 0.0 4 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 Tel: 804-379-7777 .W.lightingvirginia.com " MH = mounting height in FEET .0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ROAMS PARNELL, LLC. 4 G-G 4 G-G 4 G-G 4 G-G 4 G-G 4 G-G 4 G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-O + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G 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 -G 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 4 G'G 4 G'G 4 G'G 4 G'G 4 G'G 4 G'G 4 G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'O + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G + G'G JURISDICTIONAL CODES. 'G 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 4 G-G 4 G-G 4 G-G 4 G-G 4 G-G 4 G-G 4 G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-O + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G + G-G PROJECT. -G 9. LOMINAIRE 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. 4 0.0 4 0.0 4 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 + 0.0 + 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 ONNER AND/OR THE .0 OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE .0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 4 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 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. Bryan D. Cichocio Lie. No. 53741 IY7118 -FO M E O O N � N C > E W a E � w NU a) 3 Q a o 3 0 M. W 0 m6 C' W L M < LU V oo LU J -N FM rn -FIE MT CD W �MT �0'X oa =LL CID =v>Uri F Q o Y � UD OB N W PO d � � H BID O 2 (7 0 F 0 W W_ x Q Z O (A O Z H O it a F Z V Lu Bu 0 O Z V O .fir Z z) Lu O Lu Lu 0 DATE 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE 1"=30' IN Cz 1-1 T-I N V / U U 0 J 0>m J w mCC:J Z 2 J ' W LY3 ^ QoU z L11 ° 0 0 O 0 0 = T� i �0A■ Y 30B NO. 47118 SHEET NO. E2.0 L Date: Jul 9, 2021 20 AAIp P Transmittal LIGHTING VIRGINIA Lighting Virginia -Central A'9RNIE�y 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision 11 84 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-IV-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 Liahtincl Virginia - Central phone 379-7777 fax 804-379-7778 "AM, Job Name: VLL-I LIGHTING $OUthWOOd $UbdIVISIOn 11 12 1-XX VIRGINIA Architect: TIMMONS Notes: `<gwe1. SOLID STATE AREA LIGHTING VALULUME SERIES -PLED S P E C I F I C A T I O N S OPTION -HOUSING Henry cast low copper aluminum (A356 alloy: <0.2% pprso... a ly Aim Ingo cooling Ans.The Optical Panelmor 12 torMdlsmlllee flat( dace-,,once- .003' o-r 12') m mckdtate iM1ermatsiranster of heat to housing and cooling fins. Solid Wrier wall separates o weal and electrical compamments. me optical and ePdnoal aampammema are integrated to areare one assemb . Mmmum wallmlcknessis.188'. h ELECTRICAL HOUSINGe/ INTEGRATED ARM Heavy cast low copper aluminum (A356 alloy: <0.2% past) aaEem al Ann Integral L\rollne or eu. mk2g meelledd loompodment antl oflat surface on iM1e top of me armb 0000 matoa photocell mimptacle.5olitl barrier wall separates optical and electrical compartmentrues aptlml compartment and electrical crepoMmentwH,me Integrated nlpWrtalm comMnero ates one assembN. Minimum wall M ckness is.188'.Oare antl hingetl dnwrassembNaoAlls InlegReledwnh wiling compartment rover. Number: D-I V-FT-80LED-700MA-N W- MIEMPEXI acrylic. two Let comes Or Is seo m to me YVX oar an avow erm Itter and all retmor are retalnetl by an aluminum same. Am one Pace. ar group m Poneb m a lumbadre. noes Me same optical pattern. LED refractors produce standard site/area distributions. Panels aare fieltl repbeeoble and nerd rotalable In Po' Inaremerl LED DRIVER(S) Constant current electronic with a r factor of >.90 and a minimum operating temperature of 10°F/do'C. BILL,> rmega) umre uL and cal recognized to and mreaded �A-,� tlirecfl a inat ins Electrical Housing to facilitatetlrennal go tansies in line tlownb u sal duallofangih4him vem and terminal blocks facilitate wiring bBiWean the driver antl optical r 347 Dears accept an Input V T Vl 1202I]V 50/60Hz l a came. accepts I - t0 Y dimmable almar is stand rd.0darhasaminimumof9KV i Internal surge proteatlon. berahalre so plied AIM 20101 aarospmbctmm'seld accessible installation.) LED EMITTERS High output LED's are utilized with dtla currents ranging from 35omA to 1050al 70CRI Minimum. LED's are rlable in (stantlam knurl White (4000K , or optional C omryhiteforfi 00EKD r Worm White (300 K). Consult FINISH Electrostatically applied TGIC Pdysi Powder Coal on s berate formed with 20 PSI power wash al 1401 Four step metlo bloat and Ian pphasppnote pretreatment for pmbction antl point otlbeslon.400°F bake far maximum M1aMnessantltluabilily. 9®W II 2019214 U.S. Architectural Lighting =11 awn= © 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 y-AY4. Job Name: yaAww Job Name: .vOAU4 Job Name: Page 1/1 LIGHTING Southwood Subdivision 11 8 12 XX V3 LIGHTING Southwood SUbdIVISIOn 11 & 12 Xx V3 iL. LIGHTING Southwood Subdivision 11 & 12 XX VIRGINIA Architect: TIMMONS Notes: Architect: TIMMONS Notes: r:�AVIRGINIA Architect: TIMMONS Notes: 4Aksely I !r --l-Ai tin anucz RVIRGINIA 4RNE' I rr --l-Ai nn nnuc'r 4ANE1"y SOLID STATE AREA LIGHTING VALULUME SERIES -PLED S P E C I F I C A T I O N S 0"CALHOWING Henry agar low copper faRalppuminum ( it, 56 alloy: <0.2% Panel mounX�iib1yrMdlla mflled flat ((Isuaana.Th Op�� prom' oar 12rq b =11tate thermal hansm,cal oof teat to housing and cooling fins. Solid Water wall separates elaremhm vssembly oMrmum mmvmmmam:oends. The areI�oo wall lM1'ckness 6188' 10.ECTRICAL HOUSING w/ INTEGRATED ARM Henry cast low copper aluminum (A356 alloy: <0.2% peer) assembN wnM1 Integral rafting surface a on the the eledrlcal compodment antl a flat surface on iM1e top at the emit to OccOmmIXlaMO photocell Rowmal s Solid barrier wall separates optical antl elecnlcal a.pammema.The aptlml compartment antl electrical c�mpommenf Anti themlegmtetl rap s itortn comb;tiec reole one ossembN. Minimum wall tin ckness Cast and hinged drivelaesemblVowells IM9graled with wiring compammentcover. MIEMPEXI mlyriei and ran`reilvcip`reare'oetalnetl by an aluminum "� fame.Any one Porrel, or gmup m Ponelz In a lumin.I., hare the items optical pattern. LED refractors produce standard site/area distributions. Panels are laid arairmeableand file rotatable. SKY In Immanent.. ConaMnt current electronic with a Power factor of >.90 and a De Ver(i) Inimum aN/are ULMU Pantl rcUL recognized antl mo/u^hE 0furgragamst Me Wuncol Housln.pztof lafemermal �s� �s• transfer, heta tl ter in universal clamps b fang; `9 easy, ovcL (Mine terminal blacks facilitate wiring beRot or U2 enter antl optical r 347 Driven accept an input IN T Vl 1 more V. riwrisz or aE]V-000V sa main (a - laV Y almmablerge prootion.rLumiivermsamled Win i Internal surge pm1ec110n. Luminolre supplied Alfa 20KV surge protector brfpltlaxessible installation.) �mxn, �� LEDEMITIERS High aNppat LED's are utilizes with dare currents ranging from 350mA to 1050mA 70CRI Minimum. LED's are mailable in standard Neutral White (4000%or optional Cool White r 71 EKDo r Worm White (3000K). Consult Faororyforat FINISH Electrostatically applied TGIC Polyester Powder Coal on s bNmle pp pores with 20 PSI power w^ah al 1401 Four step media blast and Iran has time pretreatment for pmreation am pamr aanaalon.48o°P bake tar maximum hamnevamduabilM. 9®W 2019214 U. S. Architectural Lighting -� •-mniosir © 0.5.ARCHRECTURAL 113 Page 1/1 paAeR Job Name: VLL-I V4 LIGHTING Southwood Subdivision 11 8 12 1-XX VIRGINIA Architect: TIMMONS Notes: LV - CENTf2AL2030857 I 4RNEu'� VALULUME SERIES - PLED Number: D-I V-FT-80LED-700MA-N W- VALULUME SERIES - PLED POLE DRILLING TEMPLATE WALL MOUNT PLED" MODULES VLL PLED Di E%TRUDEDALUMINel UMARMANDCAST ALUMINUMWALLBRACKETASSEMBLY E.P.A.=0.77 Available in: i:0 .4Di DUnm) Ul HOLES PROVIDEDWITH BUILT IN GASKETED WIRE 80 IM LED Array ACCESS FORFIXTURE/SUPPLYWIRE CONNECTION. 40 LED Array WALL PLATE Drive System HID No.of LEDs Current Wafts Equivalent -� 3501 45 70-100 T 40 52511 66 100-ISO T Sit. 3.5• 7001 91 175 Orel (ti 1OSOMA 142 200-250 JI� 350rrN 92 150-175 4D•DIA 80 525mA 136 2DO1250 Oa41lran>� 14j MOLES 70UmA 184 400 10501 266 450 Spea7Order Example: VLL-LED/PLED-VSQ/80LED-700mA/NW/277/1 /RAL9005 N A PL®" NO. LEDs DRIVE COLOR ARM MOUNTSTANDARD CURRENT TEMPCCT TEXTURED FINISH ❑ VU LED ❑ TYPE r ❑SOLED ❑ 1 OSOmA ❑ NW rOo' ❑ I F ❑ BLACK ❑ HC4ROW DMMING FOR PLED#....... LLB .1m RAL-9005-T HAAWAREDSw4C"h GOR ❑40LED ❑700mA pCW M ( N ❑2-Il NONINIEGRATED MOTION ❑lYPE1FRONTM7W ... N SENSOR... ..... HLSW PIED•BFR..... El525mA ❑ WW (30DDK) ❑ WHITE RAL40031 ❑ INTERNAL ❑ TYPE E MEDIAN ❑ 240......... HOUSE SIDE SHIELD... HSPLED BIKINTO 11350mA ofireduwlose AVAILABLE Ci �y ❑ PHOTOCELL+ VOLTAGE ORY ❑ 3.120......� RAL-7004-T (EXAMPLE! PC12OV)-.i PLED-11 M an ❑ 7WaT LOCK VOLTAGE DARK ❑ 790 RECEPTACLE ONLY.. Tm TYPE IllWIDE ® BRONZE ❑ 7-MIN TWIST LOCK PIED -III IN❑ 120 RAL-0014T RECEPTACLE ONLY ... TPR7 I ❑ P ❑zoe PLEASE IF ❑ 490. Sir❑ El SINGLE FUSE ED4V GREEN SPECIFY RAL-6006-T (12N, 27N.347V).. SF - EI TYPE IV ❑240 - PLED4V+T E] UNIVERSAL POLE 1-1DOUBLEFUSE `-` ❑277 ADAPTOR. UPA PLEASE (208V, 24OV. 480V).. OF O TYPE V NARROW SPECIFY ❑ STEP SENSOR PLED -VS" ❑347 WAIL MOUNT 0K)SMMOTID5 (PTK)GItAMMED 50/1m) ❑ D [1480 O WM MIS F211 PD-VIQ RnonlDnsucaars E] REMOTE MOTION SENSOR ❑ TYPE V WIDE IGURA CON.TOR PIE6V.SGW_ .........., MSFCIO h40"'^Mnnuoprear secAr9ffird © U.S. ARCHITECTURAL U.S. Architectural Lighting Rr weo 1R>2.flm(N,>.l-croash _® V4 I 'aANR Job Name: VLL-I LIGHTING Southwood Subdivision 1-XX VIRGINIA Architect: TIMMONS Notes: LV - CENTf2AL20 30857 t l 11 & 12 POLE DRILLING TEMPLATE WALL MOUNT PLED" MODULES e]mm 7 T ee r Ira (s rg • r3B.YE6 WIREWAY O.E.) Nose. BO LED Array .bbl34DmiA. ae]mm) VLL PLED DIA EKTRUDEDALUMINUM ARMAND CAST ALUMINUM WALL BRACKETASSEMBLY E.P.A.=0.77 Available in: .41011 (1era^) (3)HOLES PROVIDEDWITH BUILT IN GASKETEDWIRE 80 IM LED Array ACCESS FOR FIXTURE/SUPPLYWIRE CONNECTION. 40 LEDArray WALL PLATE Drive Systesn HID No. of LEDs Current Walls Eq uivalenf -� 350l 45 70-100 T 40 525mA 66 im-150 T SQ 5.5• 700mA 91 175 t 076rsN (4orw9 1050mA 142 100-250 1 3tfOmA 92 150-175 6sI DDIA. 80 52611kA 136 200-2W Oa4errXn)� p) HOLES 701 184 400 10'30"A 266 450 SNecdOrder Examplle: VLL-LED/PLED-VSW801ED-700MA/NW/277/1 /RAL9005 e • .11A PLED' DISTRIBUTION No. LEDs DRIVE COLOR ARM MOUNT STANDARD CURRENT IEMPCCT TEKNRED FINISH ❑ VLL LED ❑ TYPE II -� ❑ SOLED ❑ 1050MA ❑ NW ffaif " ❑ i �. ❑ BLACK ❑ HIGHLOW DIMMING FOR PLEPII stm D PAL-9005-T HAROMBED SWITCHING OR ❑40LED ❑ 70ZA MOTION ❑ TYPE II FRONT PDA CW (EOOOK) ❑ 2.180 ♦� SNONIONTEGRATED GW -,-„ PLEDILFR -_ El 525mA WW (30DDIO El WHITE RAL-0003-T ❑ INTERNAL ❑ TYPE II MEDIAN 112,90... ..% HOUSE SIDE SHIELD... HSPLED ILLUMINATOR❑350mA o1r�l®wLps ❑ PHOTO CELL PIED -Ill p�AVAILABLE ❑ GREY ❑3-120. RAL-7004-T +VOLTAGE ( •�E: PC720L�-. PC4V ❑ TYPE Is MED. _.. PIED411 M 0 Tva LOCK ■■ 11 DARK RECEPTACLE ONLY .. TPR 11 TYPE III WIDEVOLTAGE - 740 W BRONZE 7irN TWIST LOCK PIED-IIIW - ❑120 RAL-801AT RECEWACLEONLV... TPR7 ❑ TYPE N �R08 PLEASE O 490' ❑ SINGLE FUSE PLED4V - ❑GREEN SPECIFY �240 RALbWST (120V. 27N.347V)..SF ❑7VPFN III�,I-=-'�I- PLEDIll .... `J ❑ UMVFRSAL POU ❑ DOUBLE FUSE ❑277 ADAPTOR._.. UPA PLEASE (208V, 240V. 480V).. OF ❑NPEVNARROW Rxm ��7 SPECIFY ❑ STEP DIM MOTION SENSOR PLED -VS" ".. WALL MOUNT MCGRAMMED 501100) D TYPE V MED. ❑480 Oil ... _.ffrf� .._. MSF211 PLED-V.S" .. SEE Lwuc corn Foo roDlraNuwwm ❑ REMOTE MOTION SENSOR NPE V WIDE CONFIGURATOR �, PIED-VSOW.. --. MSTCIO Number: D-I V-FT-80LED-700MA-N W- 1\! Index Page V4 VALULUME SERIES - PLED LED/ELECTRICAL GUIDE LED SDUR INITIAL INITIAL INITIAL 40400M NG SYSTEM :..,... 3000E SOOO8 . WATTS. -MM AMPS (.. - 40 LED 40 PLED Optical 5,585- Sl- 5.864- 85,000F -40•F Module-350mA 6,408 6,088 6,729 40 PLED' t1c ao o a P 8.059- 7,656- 8,462- BS,OODF 40• F Module-525mA 9.246 8.784 9 709 , 40 LED 40 PLED- Optical 10,240- 9,728- 10,752- 85,000E 40•F Module-70GmA 11.749 11.162 12.337 +0 LED 40 PLED'Optical 1A642- 12960- 10.324- MOOD+ 4(PF Module-1050mA 15.652 14,870 16A35 s0 LED 80 PLED•Optical 10,824- 10.283- 11.365- 85,OD0E 40•F Module - 3111l 12,419 11.798 13.040 80 LED 80 PLED'Optical 15,587- 10.806- 16.366- 05,WDF 40'F Module -525mA 17,854 16,990 10.778 s0 LED 80 PLED' Optical 19,767- 181 20,765- 8510004 401 Module-700m 22680 21,546 23.814 s0 LED 80 PLED' Optical 26.255 - 24,942 - 27.568 - 851 All Module -1O50mA 30,124 28.618 31.630 43 120 0.36 277 0.16 347 0.12 65 120 0.54 277 0.23 347 0.1919 87 120 0.73 277 0.31 347 0.25 125 120 1.07 277 OA6 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. Most Input Amp is Me hi ealmostre mAiaureate highest m slaMng.oPoelino topen almost Luen des far LID Modules M ules wary according to e tlismbution type S. System Walls Indudes Me source wpm am all dear components. 4. Fuse wire should be suMcieni protect all wiring components. For eiecM1onic dMeram LED componem protection low- 20KV surge suppressors. 5. VO(9K)-TM21 bK ale applied WARNING: All Podures must ber Installed! In accordance Wtib Waal coaled or Me National Elechlcal Cora. Fallumb do so may result In serious personal Injury V3 LV VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIALED INITIAL SOURCE LUMENS- LUMENS UUMENINITIAL LUMENS- LUMENS - L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE 4000E 3000E SOOOK THAN (HR) TEMP. WATTS VOLTS INPUT AMPS 40 LED 40 PLED Optical 51 5.306- 5,864- 85.Oo0k -40"F 43 120 0.36 Module-350mA 6,408 6.088 6,729 277 0.16 347 0.12 40 LED 40 PLED' Optical 8.059- 7.656- 8,462- 851000+ 401 65 120 0.54 Module -525mA 9.246 8,784 9,709 277 0.23 347 0.19 40 LED 40 PLED- Optical 10,240- 9,728- 10,752- 85,000+ -40-F 87 120 0.73 Module-70UmA 11,74V 11.102 12.W/ 277 U.31 347 0.25 I LED 40PLED'optical 13.642- 12960- 1All 85,000F 40•F 125 120 1.07 Moclule-1050mA 15.652 14,870 161 277 OA6 347 0.37 80 LED 80 PLED•OpBcal 10,824- 10.283- 11.365- 85,000F 40•F 86 120 0.72 Module-35OmA 1ZA19 11.798 13.040 277 0.31 347 0.25 so LED BOPLED'Opticall Module -526111A 15,w7- 17.854 10.808- 16,990 16.366- 10.778 85,000F 40•F 130 120 277 347 1.06 OA7 0,37 80 LED 80 PLED' Optical 19,767- 181 20,765- 85,ODD4 40'F 174 120 1.45 Module-700mA 22.680 21.546 23.814 277 0.63 347 0.50 s0 LED 80 PLED'Optical 26.255- 24,942- 27.561 "Work 40•F 257 120 2,14 Module-105DMA 30.124 28.618 31A30 277 093 347 074 NOTES: 1. MmsInput Nis MehighestmsfaMng,ope W.cropncimuncuronh 2. Lumen Added far LED Modules wry according to me Matrlbution type 3. System Walls Indudes Me source Well am all dnar components. 4. Fuse wide should be suMcdeni protect all wiring components. Nr eiecM1pnld driveram LED comporrem prolechoradsU 10KV - 20KV surge earam stirs. 5. VO(9K)-TM21 bK Me applied WARNING: Al (Mures must ber Installed! In accordance With local codes or Me Notional Elechlcal Code. Fatal do so may result In serious personal Injury U.S. Architectural Lighting(aapEae.�'rers�an-�- © U.S. ARCHITECTURAL Submitted by Liahtina Vir inia-Central Catalog Number: VLL-PLED-IV-FT-SOLED-700MA-NW- Type: Job Name: yaAee LIGHTING Southwood Subdivision 11 812 1-XX-HS-PLED LE V4'FIS VIRGINIA Architect: TIMMONS Notes: 4Rv[s` LV - CENTRAL20.30857 maE:C1NM1E: SOLID STATE AREA LIGHTING E VALULUME SERIES -PLED S P E C I F I C A T I O N S OPIICALHOWING Henry coal low copper faRalppuminum (A366 alloy: <0.2% Parm=ub assembly urfadllemllled Iat ((au aana.ThlOptical .003' oar 12q b mckllate thermal lansfer at heal b housing and coaling fins. Solid Wrier wall separates o ncal arl elecirlaal oompammends. me optical and e seahlaal aomvammema agar to areare one assembly Minimum wall finical ELECTRICAL HOUSING w/ INTEGRATED ARM Henry oast low copper aluminum (A356 alloy: <0.2% Me elw)irlwl cobmpoMrrenf antl o flawonb mRace on tune by of therrm to aavmmodaba photocellRow le. Said barrier wall separates optical and electrical pammema.The aprlceal compartment and electrical pro nso Aimmemlegmletlllpsmorrncombineto creoboneonembMMinimumwall hcknessiswith Casr antlhingededco assentbNaaArIs IntegReledwnh wiling mmpommemcover. MIEMPEXI acrylic. Won Lm rerracror is sealed ro me a wb or an rase Iner am an retractors are retained by an aluminum fmme.Any one Mr 1, or gmup m Panels In a luminalm. bore the same optical pattern. LED refractors Induce p p p standard sib/area distributions. 90. Panels are fieltl relaceableam file rotatable In 9a•Incrememe. P LEDDRIVER 5 Coal currant ectmmc Alma power factor of >. W ntl a minimum o operating temperature of -0mounted Driar(s) is/ore UL and cUL recognized and mounted ��� �owAn tlirectly against the Technical Housing to facilitale thermal ar. handier M1eltl down by untarsal clamps to facilitate easy -L In -line terminal blocks facilitate wiring between u�% iM1e riser antl opRcal r 347 Dears accept on Input n, LJ T Vl 120-2]]V. 50/60Hz 34]V-000V, accept (o - laV Y dimmable driwerls standard,Dear has a minimum of3KV i Internal surge protecllon. Luminalm sualled Win 2aKV surge patectorlor Aeldaccesslble mind .11i mower LED EMITTpTERS bam utilized with ame currents ranging om fil bitt 050al 70CRI Minlmum ED s .. aailwie in (stantlartl Neutral While (4000K , or opRonal Cool oeotllhite berOLWEKD or Worm White (300 K). Consult FINISH Electrostatically applied TGIC Polyester Powder Coal on UONm16 pp {fired with 20 PSI power real al 1401 Four step media blast and Iran pphasppnote pretreatment far pmteatlon am point otlbeslon.400°F bake for maximum bamnessamdumNfily. 9®W 2019214 U.S. Architectural Lighting -� i © U.S.ARCHRECTURAL r �r Bryan D. Cichocki ZI Lie. No. 53741 ­'Ca� g1tof2/ VII/8 an E CD 01 O N N N > E W N E Lu Q LL O 3 0 LL 0 n W O (a Of Q j U m W J -bi Ch d > O N 7 Z t- 2 ~ X Of 1 N � Q 7 U) 2 v N = U > � . C W OCh N u) N OR d � W J Z ,-4 O # a H UZ U W W 0 O Z U O L_n Z > Z) LU O a1 N W O N 0 0 DATE 0511412021 DRAWN BY K, ROESER DESIGNED BY K, ROESER CHECKED BY B. CICHOCKI SCALE N.A. N lsessessill C6 /r Vl / CO J U O / Jam\ w w W a 0 2:U ' Lu m n/ J Qa LL Lr1 T � LJJ i z O 0 QU O U ^ LL O O 2 I- V IOB NO. 47118 SHEET NO. E3.0 6 c 0 N C L smwArA.a_1wn_.w r © U.S. ARCHITECTURAL U.S. Architectural Lighting Rvre(n6A61e>]aiPJ] w. (ran 2313m1wraws_® U.S. Architectural Lighting �Im1, zs%mmlrm mnm'm © U.S. ARCHITECTURAL _uWbon,_® bmitted by Lighting w inia-Cerxrel Catalog Number: VLL-PLED-IV-FT-SOLED-700MA-NW- 1-XX-HS-PLED Type: V4-HS I submitted by Lighting Vi Inia-Cerxrel lCatalog Number: VLL-PLED-IV-FT-80LED-700MA-NW- 1-XX-HS-PLED Type: V4-HS Submitted by Lighting Virginia -Central lCatalog Number: RZR-WMI-PLED-III-W-20LED- 700MA-NW Type: WM3 I Submitted by Lighting w Inia-Cerxrel Catalog Number: RZR-WM1-PLED-III-W-20LED- 700MA-NW an« LIGHRING Job Name: SOUthWOOd SUbdIVISIOn 11 & 12 a^Nit LIGHTING Job Name: SOUthWOOd SUbdIVISl00 11 & 12 ,ones LIGHTING Job Name: SOUthWOOd SUbdIVISl00 11 & 12 on«s IjI LIGHTING Job Name: Southwood SUbdIVISIOn 11 & 12 VIRGINIA Architect: TIMMONS Notes: Architect: TIMMONS Notes: Architect: TIMMONS Notes L..AVIRGINIA Architect: TIMMONS Notes: 4AHEF"y i„ Toulon}In ]naGI wVIRGINIA 4ANEL I„ /-c 11DAI°nan ^�VHRGINIA 1 fl I,i Toulon}-rn moral 4AHEF" WM3 0 VALULUME SERIES - PLED POLE DRILLING TEMPLATE WALL MOUNT PLED" MODULES nssr- -1 T lse]mnl� - 7'1 1. • r3ea6WIREWAV aox4,w9NOM..b,14; IA.ps]mm)L PLEDEXTRUDEDALUMINUM ARMAND CAST .A.=0.77 V0 :::°Ue:.4U6-DIA.(taan) ALUMINUM WALL BRACKETASSEMBLY aable in: (3)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) n1) 10501 142 2DO-250 JI� 350MA 92 150-175 60-DIA. 80 525MA 136 2DO-26D -5.6'- 0smm) 700mA 184 400 041Irm) (4) HOLES 10501 266 450 SpealOrder Example: VLL-LED/PLED-VSQ/80LED-700mA/NW/277/1 /RAL9005 PLED" RISIITION No.IED$ DRIVE COLOR ARM MOUNi� STANDARD CURRENT TEMPCCT TEXTURED FINISH ❑ VUL ED ❑ TYPES ❑ 8OLED ❑ 10501 ❑ NW MOo' ❑ 1 .. _ .... � ❑ BLACK ❑ HIGHLOW DIMMING FOR PLED41....... ® '$wN RAL-9005-T HARAMR®SWifCHJGOR ❑TYPEIFRONfROW (]401ED ❑7 pCW 50110 ❑2)Bp, NONINTEGRATED MOTION ( N Fi• SENSOR....,....... HLSW PLEDMiR..... ® ❑SRSmA ML ■ ❑WHITE ❑ WIN (3000K) ❑ 240... .. II RAL-9003-T ❑ U0. S ❑ TYPE I (vw1WAN HOUSE SIDE SHIELD H54'LED 6LLO"TOR ❑35DMA oneruo WLon PIED4HLLL �SUWI�GREY ❑PHOTOCELL. VOUAGE ❑3.120 4J RAL-7004-T (EXAMRE:FC120L1)..PGV ❑ TYPE ■ME. PIED-11 M .....Ila ❑ TWE T LOCK VOLTAGE ❑DARK RECEPTACLE ONLY RR ❑TYPE 01WDE ❑340 ...... BRONZE ❑)4MN TWIST LOCK PIED-M W .... ❑ 120 RAL4N74T RECEPTAC(E ONLY ... Tn17 • iVff N ® One PLEASE �' - "" ❑ SINGLE FUSE PIEDIV .... ❑ GREEN 0240 SPECIFY RAL4W}T 02w.2m.341v)..sF TVPE N DO ❑ UNIVERSAL POLL ❑ DOUBLE FUSE PlED4ViT ..... 0277 ADAPTOR.. UFA (200V 240V. 4BD/).. OF PLEASE ❑TYPEMNARTXWI ® ❑347 WALL MWNT SPECIFY ❑ STEP DIM MOTION SENSOR PLEDWS" ... ilgir wKi 50/100) ❑wM t . ........,..Limn ❑1YED-V ES . ❑480 srFwnuamMrrn PIEDV46TM .. I] np6rrIO6tAtcaars ❑ REMOTE MOTION SENSOR ❑ TYPE V WIDE CONFIGURATOR PIE 449-W _ .. MWIO h00NVP�^""O'1b1n'0a"'G199M' © U.S. ARCHITECTURAL U.S. Architectural Lighting _AAsDzsszoa M. (66naasaot .w.awlN.�an �® bmitted On: Apr 3, 2020 2/3 Index Page Submitted ELM Liahtino w inia-Central Catalog Number: Type: �ti, Job Name: RZR-WM1-PLED-III-W-20LED- LIGHTING Southwood Subdivision 11 & 12 700MA-NW WM3 VIRGINIA Architect: TIMMONS Notes: ANF\y LV-CENTRAL2030857 RAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INITIAL LUMENS- INITIAL LUMENS- INITIAL LUMENS- L70 GREATER ST COUNT TYPE SOURCE 4DOOK 3000K SOOOK MAN (HR),TM21 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- 5,864- 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 PLEWOptical 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- 60.000+ .20`F 129 120 1.08 Module 1&089 74.335 15,843 277 OA7 347 CL38 60 LED 60 Il 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'Opfiod 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 6011 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 FILED' 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 Starting, operating, or open drouit currents 2. Wmen Moues for LED Modules wry occpHaing M Me distribution We 3 System Warts Includes Me source wafts and all drher components. 4. Fuse M1. should be sumdem to peotcat all wiring camoonenh. 5. LMCOK)-TM121 NL rule applied L70(1 Ol() -Calculated = 244,000 a 7DUT A =102.000910.50'nA WARNING:AII Mee must lea Insalled In.. dance VI loco) codas or Me Notional Elechtcel Code. Fallumb rlo so ma7 muff In serious personal Injury O°0W"'Avenue °'Nfntlx..CnVS`S1 © U.S. ARCHITECTURAL U.S. Architectural Lighting MDw(,TpoaRas so,(On Paszal 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-35OmA 6,408 6.088 6,729 277 0.16 347 0.12 40 LED 40PLED-Optbd 8.059- 7.656- 8A62- MOOD. 40AF 65 120 0.54 Module -5251 9.246 8.794 9,709 277 0.23 347 0.19 40 LED 40 Fill 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 40PLED'Opticd 13.642- 12960- 14.324- M000+ d0-F 12B 120 1.07 Module -1050mA 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-350ni 12,419 11,798 13.040 277 0.31 347 0.25 s0 LED BOPLED-Opts di 15,587- 14,808- 16.366- 85AA0+ -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- 85,000E -40-F 174 120 1.45 ir Module-700ni 22.680 21.546 23.814 277 0.63 347 0.50 s0 LED 80 PLEO'OPHCal 26,255- 24,942- 27,566- 86,000+ 40-F 257 120 1 Module - 1050MA 30,124 28.618 31AM 277 I 347 1 NOTES: 1. Mox InIx4Ampe i8 Me highest W aNmng, operofing,oropen cirouRcurlenh 2. Lumen velum for LED Modules wry according to Me distribution type 3. System Waco Indudes Me sou. watts and all drox components. 4. Woe whit Shoup be suMcient to protect all wiring components. For electronic diner and LED component Protection. use IOW- 20KV surge wppressors. 6. VO(9K)-TM216x ra1..PPI d WARNING: All fdlures must be Installed In accordance with pool codes or Me National Electrical Code. Fallumip do so may resuk In serious personal Injury U.S. Architectural Lighting M..(MD=aam ra(an Nam © 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 81 12- nB''.r MMI-EM 11- 1V eS a1a.a 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 le- IwwAJ 11 8' RZRW2-Ent 8� 1�4, 6�,m, ,1, Constant 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 120150/60Hz 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 (40001 or optional Cool White (5000K) or Warm White (30001 Consult Factory for other LEDopti\\ 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 aSir n1o21 RZRW3-EM iss'1 8 ., IW 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 p$ea 2019093 OOOWe(.I) O iS,rob CA9'EE' © U.S. ARCHITECTURAL U.S. Architectural Lighting _Aosna%=oa F.. (66n $aaxm, w.w.�rmR.DM, �® 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) 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 �I T unified assembly.The minimum wall Thickness is.188-. C 1 ELECTRICAL HOUSING Heavy cast low copper aluminum (A356 alloy <0.2% copper) FIXTURE A B C RZRWI L76' 12- B" PUNT As­1 ns".1 RZRWI-Ent 1 11- 14' 6.5" enN Psi 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 e� 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 tiro n1ml nM FELM-Ent Bee4.mt (w.my ,E 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 (30001 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 pE0xn1 „�mm, FINISH RZRW3.EM ,,Its'„ �1 BseL 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 MA�DE�INT4HLE L. Lnd 2019093 U.S. Architectural Lighting "aw"`n-"`a`�n"'"`A"M' B raaa.zmseA s1).n (n © U.S. ARCHITECTURAL �® thmitted by Lighting Vi inia-Cerxrel lCatalog Number: raA„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) 1 Box w2-dee rta2'tleeper than stoning housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2- BEYONDTHE STANDARD HOUSING AND CONTMNSTHE EMERGENCYCOMPONENTS (EC) INCLUDING BATTERIES OR CAN BE USED FOR SURFACE CONDUIT (SC) AFPLICATIOM.IHEM ISM BE AN 11.12.AND SC3 OFfION FORMS DIFFERING HOUSING SIZE&SC SHIPS WITHTHREADED CONDUIT PLUGS. THE EMLEDSYSTEM PROVIDES POWERMALL LEES INTHE ARRAY (20,40, or W)TO MEET THE FOLLOWING LIGHT LEVELS FORA MINIMUM OF90 MINUTEs- WM1.45%a3WMA WM2=36%e950MA WM3=24%93WMA 'MULTIPLYTHE %ABOVE BYTHE LUMEN OUMT0350MA WALL MOUNTING Mounting apple) Wall Nate 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 riS2'dseper than standard Musing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2- BEYONDTHE STANDARD HOUSING AND CONTAINSTHE EMERGENCYCOMPONENTS EMINCLUDING BATTERIES OR CAN BE USED FOR SURFACE CONDUIT (SC) AFPLICATIOM.IXERE ISM BE AN SCLSC2.AND 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 ••60 LED Module RZR-WM3-LED E.P.A.=.69 Available in: 60 LED Module 40 LED Module 11110-WM24ED E.P.A.=.47 ln: AvallaModu 40 LEDble 40LED �® a B vvrsu rv1W W1 V I E W NLK'W M 1-LCU Available in: Mounting Rai 20LED Module wan none MAX INPUT WATTAGE MO1n'eO'O�°' MOF DRIVE CURRENT LED's 350MA 525rrA 700MA 1050MA 1 W 68W 99W 131W 19BW Set Screw JAL Sa15Drew LODk 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 P1E011 ® ❑ 20LED E:] 350MA El Nw (4otoi 'aAxmrro 120 [1 BLACK RAL400ST HOUSE SIDE SHIELDING .H .. .. HE4XID .VOLT ....... ❑ 525nA � 208 CELL ❑PHOTOCELL+VOLTAGE ❑ TYPE II RRONROW ® ❑ CW (50001 EI 240 ❑ WHITE (EXAMPLE: Pi 2OV) ... Pi PLED1-FR..... ❑ 700mA' ❑ Will (301101 E] 277 RALS9i ❑ SINGLE FUSE (120V& 277V)....... SF ❑ RzR-WM2 [I TYPE III ® AIRWM2 E]105WW EI347 A 7W4-T ❑ DOUBLE FUSE PLED411... mnMmFACRAN ❑40LED ramxwu9oDLa4 (208V& 24OV)....... OF ❑ TYPE III WIDE 11DARK BRONZE STEP DIM MOTION SENSOR PLEDi.... SELECT RAL40194 "OGRAMMED50/100) AlBER' .'.."."..'..'...... MSP1n ❑ TYPE IV ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTION SENSOR EI RZMR-µ/M3 PLEbIV.,, .,,, ® RURAIN113 CONVERTED RAL400ST CONFIGURATOR AMBER . MSFCIO ❑ TYPE MET0 60LED FICA FrW SMOOTH a T ❑ EMERGENCY BACKUP I..EM1 PLED4V-FT .... ® ❑ TRUE AMBER' YWHE ❑ EMERGENCY BACKUP TRA (FF[isE) 4fP1v'NE'RA (HOUSING ONLY)..... EMH1 EMERGENCY BACKUP 2.EM2 SELECT I.TIanAMta4nArnrmBWEWMTM FINISH ❑ EMERGENCY BACKUP 3.114 Ims z xuvawexxonusFMxnvExocerxeac ❑ SURFACE CONDUIT I... SM corsaurvuETrt snvuu$uwawmnsraMNFW ACON FORaxroLTMFom ❑ SURFACE CONDUIT 2.. SC2 WPPEM$CNLV ❑ SURFACE CONDUIT 3.. SIM U.S. Architectural Lighting 9e1 M-.(�an)vs-aan Fa.(661)RssRa1 © U.S. ARCHITECTURAL WM4 I LIGHTING VIRGINIA LV-CENTRAL20-30857 PLED' MODULES 00 a �•.:: ::.:: ::.•: ® ••60 LED Module RZR-WM3-LED E.P.A.=.69 Avallable in: 60LEDModule e �� 40 LED Module 11110-WM24ED E.P.A.=.47 Avallable In: 40LEDModulea ® 20 LED Module RZR-WMI-LED E.P.A.=.33 Available in: 20LED Module MAX INPUT WATTAGE MOF DRIVE CURRENT LED's 350MA 525mA 700mA 1050n-A bo 6BW SAW 131W 19ew 40 45W 66W SIM 134W 20 23W 33W "As NAY B019S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED° DMMBLMON TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑ HIGH -LOW DIMMING FOR TEMP-CCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW ❑ RZR-WMl ❑ TYPE 11 PUD41....... ® -WMI ❑ 201ID ❑ 350MA NW (40001Q• -SLAMDARD ❑ 120 ❑ BLACK RAL4005.7 HOUSE SIDE SHIELDING .................... HE -PIED 11 51 ❑ 208 ❑ PHOTO CELL +VOLTAGE 11 TYPE II RRONTRow ® ❑CW(WODK) �Pi240 ❑ WHITE (EXAMPLE: Pi 2OV)... P PLED1-FR..... ❑ 700mA' WW (3000K) 277 RAU9U0}T El SINGLE FUSE ❑RZR-WM2 [I TYPE III ® RR+WM2 ❑10�A' 347 (120V &277V).......aF 11 DOUBLE FUSE PLED411 ....... ❑4OLED mMuuFACTaw FORmxwu9oDLa4 [1480 RA 700/-T (208V& 24OV)....... OF ❑ TYPE III WIDE ❑ DARK BRONZE 11 STEP DIM MOTION SENSOR PLEDi.... RAL4NI19-T (PROGRAMMED 50/10% AMBEFF SELECT F271 ❑ TYPE N ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTION SENSOR ❑ RZR-wM3 PLED'IV ...... ® RZR.WMa CONVERTED RAL-600&T CONFIGURATOR M1PC10 ❑ TYPE N-FT ® 60LED AMBER FICA FOR SMOOTH FINISH REPUCE SUFFIX 'T' ................. I. ❑ EMERGENCY BACKUP I..EM1 L❑EME❑ "" ❑ TRUE AMBER' wRHSUFFa's' RGENCY BACKUP TRA Xa (HOUSING ONLY) ..... El 0 EMERGENCY BACKUP 2..EM2 SELECT 1w�nn6tOWHOTFORU$EMIHTM unns FINISH ❑ EMERGENCY BACKUP3..EM3 z.xuBow AHr.sFBsx6WxoceFEAHE ❑ SURFACE CONDUIT I... SC1 DMEouIVNETrt s-nvuuaslx ssarAaszsm6aFW HOITY FORROSTLOM00iBs ❑ SURFACE CONDUIT 2.. SC2 WPPEM$M, ❑ SURFACE CONDUIT 3.. SC3 U.S. Architectural Lighting 66OWe^AiQ1oPO""'"tlONC"°'e1 Mm.(MI)so- Fm(66D 213.200 ® U.S. ARCHITECTURAL wAw.0 nR..aA _® erxrel Catalog Number: Type: Job Name: Southwood Subdivision 11 & 12 7R 0MA-NWPLED-IV-FT-20LED- WM4 Architect: TIMMONS Notes- LV - CENTRAL20-30857 RAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- WMENS_ L70 GREATER STARTING SYSIB6 MAX COUNT TYPE SO�g000K 3000K 5000K THAN(HR)-TM21 TEMP. WATTS VOLTS INPUTAMP$ 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- 60,00D+ -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 8,118- 7.712- 81 60,000+-201 65 120 0.55 Module -351 8,979 8.530 9.428 277 0.24 347 0.19 60 LSD 60 Pri 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- 14,054- 15,566- 60,0DO+ -20-F 131 120 1.D9 Module -70OREA 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. Mau InputAmpe is Me highest of alat5rlg, operofirtg.oropen drouit currents 2. Wen Mo mues br LED Modules Mary occondin, M Me distribution type 3. System Walls Includes Me source wafts and all drher components. 4. Fuse Mlue should be sumdent to Exuded all wiling components. 5. 110(10K)-rN121 NL rule applied L70(1 OLo - Calculated = 2A4,000 a 700mA =102.000a 105prrA WARNING:AII fimm must be Installed In aarordance w3h 1.1 codes or the Hall Eleahtoal Code. Fa uni do so may resuti in serious personal Injury U.S. Architectural Lighting U.S. ARCHITECTURAL IIIIIIIIN wmr (66t)vsmoo w. (cep xsssm kan D. ClehoCb Lie. No. 53741 m E CD O N Vi N C > E a E W H LLI N 3 U 0 �i ¢ U.V 3 LL O W 0 "M ^H _J V onto Z s--I UJ .-J - Ln O it 0 an (D W d F Z as r� i LU 30 Ur)x Un o< �LL W 0 0 O V Un= vry US Z 0 FC7 ¢u n (n Z O w 4 W Cif V 1 r+1 7 CD w LO H ui M O 2 ED F 0 s-H W N LU F N U¢ 0 N 00 O DATE in 00 0511412021 DRAWN BY K. ROESER DESIGNED BY K. ROESER CHECKED BY B. CICHOCKI SCALE N.A. 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RACHNER \ II Il I II / / / I / ' / / / / / / l / .q / \ I ■ DESIGNED BY I z I I / l l / l , / / /�' \ ° I / ° • M. RACHNER PROPOSED BUILDING / y FFI ■ \ 1 ' / / // / / \ / \ E: 493.00, ■ • CHECKED BY I oo I a11" - ' ■ / a \ ■ \ ■ \ \\ I ■ / ' \ I k ■ • F. HANCOCK s ' ' PARKING LOT 1 / / // / / // / // / / PROPOSED BUILDING • SCALE I \ _ ■ _ _ 0 //k I \ / ■ 1"=20' 48/ // / / 1/ 44/ TURF/ (� / 411 le co 10'SETBACK —�-SAN SAN BAN / 41� / AN,/ SAN II ,/ / / ,' / / � k I / I / / / / / / / / /� / / / I IN QUE BIC 6„11V / / / / / / 1 /' O / / TI I• v v / / U W / ■ _ I I / 10' SET��C� / A °0000y°° _ v / / / , ,/ / A /TI / -48 I Z ■ / / 1 QUE COC I xAv(15) ITE S. � �' '/ ---- L---- ---- ` • % \ / / / / 18" 4"BRICK / ■ --------�---- - - - - A ° \ - —--—--- — - - - -- SEAT WALLS( ( � --- - - - -- // / /' / \ _ (8)2) LIR BIGFOTGAR / TURF \\iO > w \ \\ '/ III YI °�00000O ■ 0 0 - - - - - 5 - - - - - - - - - - / ' / // / �,/ I / / ° - _ �° I I \ L /' --- - -- ----- ---- - / �° cC r\ \ --- ---- — — Ago ----TURF7488- _ _ _------- / x-- - < / ■ I \ - , - , - _ _ _` _ _ - \ °°°a°°°° AN 489 - - - - - - ' / ' ' ° ° \ / (7) LIR BIG U (7)LIR BIG \ m U) (7) LIR BIG ■ Q 0 (7) LIR BIG 9 \ ■ Q LL z 3 TURF 1 (11) LIR BIG �� ■ Q /(22) LIR BIG ` v ■ J RECREATIONAL % (1) MAG ALE ■ z J AMENITY SPACE " �\ p _ /_ a91 S (30) VIB MUF k \ \ \• U N E W / AN(11) AME G ` TURF • R I Z O N � (57) ARO LSC // I ` \ "'= O w / v W D R I V �W— VY —0— - - W Iti \_� _ / - \ _ / TURF-- -- - ----- \ V A r- -- -- - IA! I T T ---------- - - - - -- — cc I \ E E T ■ -------- _ ----- / y _ - 7 \ / --- —'' ,/ I\\ \ r----------- — \ / ■ I _ I IOB NO. �ti �P_ ■ 47118 \ - SCALE V=20' ■_ // \- --- - - - - -- -491/ ■ SHEET NO. 0 20' —40' ■ L1.1 PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM CEL MAG CELTIS OCCIDENTALIS'MAGNIFICK PLA OCC PLATANUS OCCIDENTALIS QUE BIC QUERCUS BICOLOR QUE COC QUERCUS COCCINEA 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 VIR-INICA'SPRICH' TM VIB MUF VIBURNUM DENTATUM 'BLUE MUFFIN' GROUND COVERS BOTANICAL NAME ARO LSC ARONIA MELANOCARPA'UCONNAM165' TM ECH FUR ECHINACEA PURPUREA HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' L \ o ■ \ 0 ()mom z■Z - -- \ \\ o \ \ _ - — — — — ■ / — — '---- - -\\ \ �- OLD Ly -- - - - - -- ---- NCH6 --------- 1 ,/ - ---- U R G —_ ■' , /--------- - - - --- J ''/ — ROA DI - - - - - - - - - - - - - - - 492 Ag 495 / Gp / ■ Ag0 /' PARKING LOT TO BE SCREENED ' ,----_—_— —_� —; �------------- -----� \� / / I ■ \ ----- A91 /' _ BY TOPOGRAPHY AND ■ PROPOSED TURF ,A9a A9 EXISTING VEGETATION ■ BUILDING 60 Zt OHP / \ \ wq, 490 yob ■ \ \ , S yoo Gp ■ (8) ACE OGL 602 //0 PLANT KEY TREES BOTANICAL NAME ACE OGL ACER RUBRUM 'OCTOBER GLORY' BET CIM BETULA NIGRA'CULLY IMPROVED' TM CEL MAG CELTIS OCCIDENTALIS'MAGNIFICA' PLA OCC PLATANUS OCCIDENTALIS QUE BIC QUERCUS BICOLOR QUE COC QUERCUS COCCINEA 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) QUE COC ■ �� 1 (1) QUE BIC 06S - ■ ■ AV -- v (1)QUE CDC ��_ ��_ �_ v v S>O� ONP/ / / // /' / ''�- -----' — — / �--- _ \\ Ovip— ■ p \\ PARKINGLOT2 \ TURF 10 ■ \ \ \ (1) QUE CDC (2)QUE BIC I : \ TURCD F I ■ \ ` I I I I III � � / // / / / ///// / / / \�/ / \ I / 0- (3) BET CIMj ` cal 5 —PARKING LOT TO BE SCREENED BMP PLANTINGS (413 So hI BY TOPOGRAPHY AND— o� \ (1) QUE BIC \ \ 'pow I EXISTING VEGETATION / / '// / ' L✓' / — _ / PARKING LOT TURF \ \ rn - - 5 y - sot- vC,71 \ (14)FOTGAR TURF (2)QUE CDC - I/////' // I /\\\�\ '/ \\�—/ I /Zz /,'/''/'// TURF I 021 100 l I J -50 ■ ' I � ` �-,' / / / / / / i - ■ \ \ PARKING LOT 2 PROPOSED BUILDING �'-_(:�-- -- -- �■ � � , � III1--=-, - - -_ — — , / / / \ TURF \ \ / -- �'-------61 -- ' _ N--t _ \ \ 5' SETBACK -49- / \ (5)PLAOCC 494------------------- _ r_ -- 0 — — — — — — — — — — — — Ir 19 \ TURF —■0 R I Z O N R O A D 119--_— --- ———-----___---_— — — — --_ --_ --- -- -- - - - -- _ - _ \ - _ _ - _ - _ - ■ / � �— — -- / / \ � II \ \\yam ��{\�__ ��_ ;\� ;���� � � '�;_-����� � �� � � �\ \ ���� ���\ \�`\ _ (W. III Wo. 14 08/20/21 ^� E 0 o N � N C > E w v E w w 3 Q LL o 3 p LL w 0 m 0 W L M Q�_j U00 -ico —u N C7W NV W M 30x oa =LL ti = N xv >� a 0Lr; EO1 N 00 W M Lm Z O it a F z U w 0 O z O U) z Lu O F 0 DATE 05/14/2021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=20' 1� cz z U O / LLJ Q Q 2:U m c/) aaz LL O _ J a � J Q O Q 0 w 0 2 0 U) IOB NO. 47118 SHEET NO. L1.2 L 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: Ild Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauiament Operation and Storage: ® 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: ® 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: ® 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 Y3 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 TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 9AGI01DIIxhU 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 ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES V �. ' .w\•F'1'••Zk fa-4,'I�,.�AC,�� . a • • . I• a • a- - �'�' • a-• • a• • • •• • -•• :• a •a �:;. h�lhnhn„il�tv;rt; � • • • • • • • ........... ;•::, Imo.. .440 •• •• a • a• a DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 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 CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ACE OGL 8 ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2.5" CAL. B&B BET CIM 6 BETULA NIGRA'CULLY IMPROVED' TM HERITAGE IMPROVED RIVER BIRCH 8' HT. B&B CEL MAG 5 CELTIS OCCIDENTALIS'MAGNIFICA' MAGNIFICA COMMON HACKBERRY 2.5" CAL. B&B PLA OCC 9 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B QUE BIC 7 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B QUE COC 10 QUERCUS COCCINEA I SCARLET OAK 2.5" CAL. JB&B EVERGREEN TREES ICITY I BOTANICAL NAME ICOMMONNAME I MIN. INSTALLED SIZE IROOT ILE AME 16 JILEXOPACA I AMERICAN HOLLY 1.5" CAL. I B&B JUN EAS 16 1 JUNIPERLIS VIRGIN IANA EASTERN RED CEDAR 7'-8' HT. JB&B FLOWERING TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT AME GRA 11 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE APPLE SERVICEBERRY 6'-7' HT. B&B CER CAN 3 CERCIS CANADENSIS EASTERN REDBUD 6'-7' HT. B&B COR FLO 3 CORNUS FLORIDA FLOWERING DOGWOOD T-8' HT. B&B MAG ALE 1 MAGNOLIA X SOULANGEANA'ALEXANDRINA' SAUCER MAGNOLIA 6%7' HT. B&B SHRUBS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT FOT GAR 22 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24" HT./SPRD. 3 GAL ILE GLA 9 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 18 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ITE SPR 15 ITEA VIRGINICA'SPRICH' TM LITTLE HENRY SWEETSPIRE 24" HT./SPRD. CONTAINER VIB MUF 30 VIBURNUM DENTATUM'BLUE MUFFIN' BLUE MUFFIN ARROWWOOD VIBURNUM 36" HT. 5 GAL. GROUND COVERS CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ARO LSC 57 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 73 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 50,991 SF 50,991x .05 = 2,549.55 SF 2,550 SF 2,842 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 6LARGE 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 12 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 31,323 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 grown plants at 18 to 24 inches on- a qualified supplier, should be appropriate LOCATED A MINIMUM OF 5 FEET FROM SEWERANATER CONNECTIONS. for stormwater basin applications, and NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. center, depending on the initial plant should consist of native species (unless the • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO size and how large it will grow. seeding 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 OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. :W. III W. 14 08/20/21 m E 0 0 U N � N Q O > E w a E i- w w UM Q 3 p LL 0 wo `mom 0 W L M Q�_j U00 J — ui M O co at N V 0 W 011. 30'x LL in _ N =v>� F Q . c u' 0 M N W M W J O W LM Z O it a F � Z U w U) LU 0 Q Z O� t'il Z > Lu O F Q 0 DATE 0511412021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A IOB NO. 47118 SHEET NO. L2.0 L